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Home My WebLink About20210315 - 430-444 West State MLK Street - FP Set 20210315 - 430-444 West State MLK Street - 100% Construction Set.pdf ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATE DESCRIPTION COVER SHEET 001 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 430-444 WEST STATE / MLK STREET 100% CONSTRUCTION DOCUMENT SET MARCH 11, 2021 12.23.2020 PERMIT SET 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION DRAWING INDEX 002 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT Permit Set - 12.23.2020 100% CD Set - 03.11.2021 PLUMBING P001DETAILS, SCHEDULES & LEGENDll P100UNDERSLAB DWVll P1011ST FLOOR DWVll P1022ND FLOOR DWVll P1033RD FLOOR DWVll P1044TH FLOOR DWVll P1055TH FLOOR DWVll P106ROOF PLANll P2011ST FLOOR DOMESTIC PIPING & GASll P2022ND FLOOR DOMESTIC PIPINGll P2033RD FLOOR DOMESTIC PIPINGll P2044TH FLOOR DOMESTIC PIPINGll P2055TH FLOOR DOMESTIC PIPINGll P301CONDENSATE PLANSll P4011ST FLOOR CORE ENLARGED PLANll P4021ST FLOOR EAST ENLARGED PLANll P4031ST FLOOR SOUTH ENLARGED PLANll P4041ST FLOOR WEST ENLARGED PLANll P4051ST FLOOR NORTH ENLARGED PLANll P4062ND FLOOR CORE ENLARGED PLANll P4072ND FLOOR EAST ENLARGED PLANll P4082ND FLOOR SOUTH ENLARGED PLANll P4092ND FLOOR WEST ENLARGED PLANll P4102ND FLOOR NORTH ENLARGED PLANll P4113RD FLOOR CORE ENLARGED PLANll P4123RD FLOOR EAST ENLARGED RCPll P4133RD FLOOR SOUTH ENLARGED PLANll P4143RD FLOOR WEST ENLARGED PLANll P4153RD FLOOR NORTH ENLARGED PLANll P4164TH FLOOR CORE ENLARGED PLANll P4174TH FLOOR EAST ENLARGED PLANll P4184TH FLOOR SOUTH ENLARGED PLANll P4194TH FLOOR WEST ENLARGED PLANll P4204TH FLOOR NORTH ENLARGED PLANll P4215TH FLOOR CORE ENLARGED PLANll P4225TH FLOOR EAST ENLARGED PLANll P4235TH FLOOR SOUTH ENLARGED PLANll P4245TH FLOOR WEST ENLARGED RCPll P4255TH FLOOR NORTH ENLARGED PLANll P501UNDERSLAB AND 1ST FLOOR DWV ISOMETRICll P502DWV RISERS 1-6 ISOMETRICll P503DWV RISERS 7-16 ISOMETRICSl P504DWV RISERS 17-24 ISOMETRICSl P505DWV RISER 25 ISOMETRICSll P506DWV RISSER 26-38 ISOMETRICSl P507DOMESTIC ISOMETRIC AND DETAILSl P508STORMWATER ISOMETRICll P601DOMESTIC HOT WATER SCHEMATICll ELECTRICAL E001NOTES, SCHEDULES & LEGENDll E002ELECTRICAL RISER DIAGRAMll E1011ST FLOOR POWER AND DATAll E1022ND FLOOR POWER AND DATAll E1033RD FLOOR POWER AND DATAll E1044TH FLOOR POWER AND DATAll E1055TH FLOOR POWER AND DATAll E106ROOF ELECTRICAL PLANll E2011ST FLOOR LIGHTING & FAll E2022ND FLOOR LIGHTING & FAll E2033RD FLOOR LIGHTING & FAll E2044TH FLOOR LIGHTING & FAll E2055TH FLOOR LIGHTING & FAll E4011ST FLOOR CORE ENLARGED PLAN - POWER & DATAll E401_R1ST FLOOR CORE ENLARGED PLAN - LIGHTING & FAll E4021ST FLOOR EAST ENLARGED PLAN - POWER & DATAll E402_R1ST FLOOR EAST ENLARGED PLAN - LIGHTING & FAll E4031ST FLOOR SOUTH ENLARGED PLAN - POWER & DATAll E403_R1ST FLOOR SOUTH ENLARGED PLAN - LIGHTING & FAll E4041ST FLOOR WEST ENLARGED PLAN - POWER & DATAll E404_R1ST FLOOR WEST ENLARGED PLAN - LIGHTING & FAll E4051ST FLOOR NORTH ENLARGED PLAN - POWER & DATAll E405_R1ST FLOOR NORTH ENLARGED PLAN - LIGHTING & FAll E4062ND FLOOR CORE ENLARGED PLAN - POWER & DATAll E406_R2ND FLOOR CORE ENLARGED PLAN - LIGHTING & FAll E4072ND FLOOR EAST ENLARGED PLAN - POWER & DATAll E407_R2ND FLOOR EAST ENLARGED PLAN - LIGHTING & FAll E4082ND FLOOR SOUTH ENLARGED PLAN - POWER & DATAll E408_R2ND FLOOR SOUTH ENLARGED PLAN - LIGHTING & FAll E4092ND FLOOR WEST ENLARGED PLAN - POWER & DATAll E409_R2ND FLOOR WEST ENLARGED PLAN - LIGHTING & FAll E4102ND FLOOR NORTH ENLARGED PLAN - POWER & DATAll E410_R2ND FLOOR NORTH ENLARGED PLAN - LIGHTING & FAll E4113RD FLOOR CORE ENLARGED PLAN - POWER & DATAll E411_R3RD FLOOR CORE ENLARGED PLAN - LIGHTING & FAll E4123RD FLOOR EAST ENLARGED PLAN - POWER & DATAll E412_R3RD FLOOR EAST ENLARGED PLAN - LIGHTING & FAll E4133RD FLOOR SOUTH ENLARGED PLAN - POWER & DATAll E413_R3RD FLOOR SOUTH ENLARGED PLAN - LIGHTING & FAll E4143RD FLOOR WEST ENLARGED PLAN - POWER & DATAll E414_R3RD FLOOR WEST ENLARGED PLAN - LIGHTING & FAll E4153RD FLOOR NORTH ENLARGED PLAN - POWER & DATAll E415_R3RD FLOOR NORTH ENLARGED PLAN - LIGHTING & FAll E4164TH FLOOR CORE ENLARGED PLAN - POWER & DATAll E416_R4TH FLOOR CORE ENLARGED PLAN - LIGHTING & FAll E4174TH FLOOR EAST ENLARGED - POWER & DATAll E417_R4TH FLOOR EAST ENLARGED - LIGHTING & FAll E4184TH FLOOR SOUTH ENLARGED PLAN - POWER & DATAll E418_R4TH FLOOR SOUTH ENLARGED PLAN - LIGHTING & FAll E4194TH FLOOR WEST ENLARGED PLAN - POWER & DATAll E419_R4TH FLOOR WEST ENLARGED PLAN - LIGHTING & FAll E4204TH FLOOR NORTH ENLARGED PLAN - POWER & DATAll E420_R4TH FLOOR NORTH ENLARGED PLAN - LIGHTING & FAll E4215TH FLOOR CORE ENLARGED PLAN - POWER & DATAll E421_R5TH FLOOR CORE ENLARGED PLAN - LIGHTING & FAll E4225TH FLOOR EAST ENLARGED PLAN - POWER & DATAll E422_R5TH FLOOR EAST ENLARGED PLAN - LIGHTING & FAll E4235TH FLOOR SOUTH ENLARGED PLAN - POWER & DATAll E423_R5TH FLOOR SOUTH ENLARGED PLAN - LIGHTING & FAll E4245TH FLOOR WEST ENLARGED PLAN - POWER & DATAll E424_R5TH FLOOR WEST ENLARGED PLAN - LIGHTING & FAll E4255TH FLOOR NORTH ENLARGED PLAN - POWER & DATAll E425_R5TH FLOOR NORTH ENLARGED PLAN - LIGHTING & FAll E501PANEL SCHEDULESll E502PANEL SCHEDULESll E503PANEL SCHEDULESll E504PANEL SCHEDULESll E505PANEL SCHEDULESll E506PANEL SCHEDULESll E507PANEL SCHEDULESll FIRE PROTECTION FP001NOTES, SCHEDULES & LEGENDll FP1011ST CEILING FLOOR PLANll FP1022ND CEILING FLOOR PLANll FP1033RD CEILING FLOOR PLANll FP1044TH CEILING FLOOR PLANll FP1055TH AND PENTHOUSE CEILING FLOOR PLANll FP201DETAILSll FP301ISOMETRICSll FP4011ST FLOOR CORE ENLARGED PLANll FP4021ST FLOOR EAST ENLARGED PLANll FP4031ST FLOOR SOUTH ENLARGED PLANll FP4041ST FLOOR WEST ENLARGED PLANll FP4051ST FLOOR NORTH ENLARGED PLANll Permit Set - 12.23.2020 100% CD Set - 03.11.2021 INTERIOR ID4011ST FLOOR WEST ENLARGED PLANll ID401_F1ST FLOOR WEST FINISH PLANll ID401_FF1ST FLOOR WEST FURNITURE PLANll ID401_R1ST FLOOR WEST ENLARGED RCPll ID410TYPICAL CORRIDOR PLANll ID411_RTYP. CORRIDOR ENLARGED RCP COREll ID412_FTYP. CORR. ENLARGED FINISH PLAN COREll ID413_RTYP. CORRIDOR ENLARGED RCP EASTll ID414_FTYP. CORR. ENLARGED FINISH PLAN EASTll ID415_RTYP. CORRIDOR ENLARGED RCP SOUTHll ID416_FTYP. CORR. ENLARGED FINISH PLAN SOUTHll ID417_RTYP. CORRIDOR ENLARGED RCP WESTll ID418_FTYP. CORR. ENLARGED FINISH PLAN WESTll ID419_RTYP. CORRIDOR ENLARGED RCP NORTHll ID420_FTYP. CORR. ENLARGED FINISH PLAN NORTHll ID600INTERIOR ELEVATIONSll ID601INTERIOR ELEVATIONSll ID602INTERIOR ELEVATIONSll ID603INTERIOR ELEVATIONSll ID604INTERIOR ELEVATIONSll ID605INTERIOR ELEVATIONSll ID606INTERIOR ELEVATIONSll ID607INTERIOR ELEVATIONSll ID608INTERIOR ELEVATIONSll ID610TYPICAL CORRIDOR ELEVATIONSll ID611TYPICAL CORRIDOR ELEVATIONSll ID612TYPICAL CORRIDOR ELEVATIONSll ID613TYPICAL CORRIDOR ELEVATIONSll ID620TYPICAL BATHROOM ELEVATIONSll ID700INTERIOR DETAILS MAIL ROOMll ID701INTERIOR DETAILS LOBBYll ID702INTERIOR DETAILS CONCIERGEll ID703INTERIOR DETAILS LOUNGEll ID704INTERIOR DETAILS LOUNGE - KITCHENll ID705INTERIOR DETAILS - FITNESSll ID706INTERIOR DETAILS PET-SPAll ID707INTERIOR DETAILS FIRE-PLACEll ID708INTERIOR DETAILS - TYP. DETAILSl ID710INTERIOR DETAILS - TYP. CORRIDORll ID800AMENITY SPACE FINISH SCHEDULE LEGENDll ID801AMENITY SPACE FINISH SCHEDULEll ID802AMENITY SPACE FINISH SCHEDULEll ID803PLUMB. & APPLIANCE SCHEDULESll STRUCTURAL S001STRUCTURAL NOTES & LEGENDll S002SCHEDULE OF SPECIAL INSPECTIONSll S100FOUNDATION PLANll S1011ST FLOOR SLAB PLANll S1022ND FLOOR FRAMING PLANll S102.12ND FLOOR PLANK LOADING PLANll S1033RD FLOOR FRAMING PLANll S1044TH FLOOR FRAMING PLANll S1055TH FLOOR FRAMING PLANll S106ROOF FRAMING PLANll S107SHEAR WALL KEY PLAN All S107.1SHEAR WALL KEY PLANS B AND Cll S201FOUNDATION SECTIONS AND DETAILSll S202FOUNDATION SECTIONS AND DETAILSll S203ELEVATOR AND STAIR CORE DETAILSll S204PLANK AND STEEL SECTIONS AND DETAILSll S205FRAMING SECTIONS AND DETAILSll S206FRAMING SECTIONS AND DETAILSll S207TYPICAL SHEAR WALL DETAILSll MECHANICAL M001NOTES, SCHEDULES & LEGENDll M1011ST FLOOR PLANll M1022ND FLOOR PLANll M1033RD FLOOR PLANll M1044TH FLOOR PLANll M1055TH FLOOR PLANll M106ROOF PLANll M4011ST FLOOR CORE ENLARGED PLANll M4021ST FLOOR EAST ENLARGED PLANll M4031ST FLOOR SOUTH ENLARGED PLANll M4041ST FLOOR WEST ENLARGED PLANll M4051ST FLOOR NORTH ENLARGED PLANll M4062ND FLOOR CORE ENLARGED PLANll M4072ND FLOOR EAST ENLARGED PLANll M4082ND FLOOR SOUTH ENLARGED PLANll M4092ND FLOOR WEST ENLARGED PLANll M4102ND FLOOR NORTH ENLARGED PLANll M4113RD FLOOR CORE ENLARGED PLANll M4123RD FLOOR EAST ENLARGED PLANll M4133RD FLOOR SOUTH ENLARGED PLANll M4143RD FLOOR WEST ENLARGED PLANll M4153RD FLOOR NORTH ENLARGED PLANll M4164TH FLOOR CORE ENLARGED PLANll M4174TH FLOOR EAST ENLARGED PLANll M4184TH FLOOR SOUTH ENLARGED PLANll M4194TH FLOOR WEST ENLARGED PLANll M4204TH FLOOR NORTH ENLARGED PLANll M4215TH FLOOR CORE ENLARGED PLANll M4225TH FLOOR EAST ENLARGED PLANll M4235TH FLOOR SOUTH ENLARGED PLANll M4245TH FLOOR WEST ENLARGED RCPll M4255TH FLOOR NORTH ENLARGED PLANll Permit Set - 12.23.2020 100% CD Set - 03.11.2021 COVERSHEETS 001COVER SHEETll 002DRAWING INDEXll 003ABBREV. SYMBOLS NOTES UNIT SCHEDULEll 004CODESll 005CODES / ZONINGll 006FIRE RATING & EGRESS PATHSll 007FIRE RATING & EGRESS PATHSll 008FIRE RATING & EGRESS PATHSll 009ACCESSIBILITY REQUIREMENTSll 0111ST FLOOR - EDGE OF SLAB PLANl 0122ND FLOOR - EDGE OF SLAB PLANl CIVIL C101EXISTING CONDITIONS PLANll C102EROSION AND SEDIMENT CONTROL AND UTILITY DEMOLITION PLANll C103BUILDING LAYOUT PLANl C104SITE UTILITY AND DRAINAGE PLANll C201DETAILSll C202DETAILSll C301WORK ZONE TRAFFIC AND PEDESTRIAN CONTROL PLANll C302WORK ZONE TRAFFIC AND PEDESTRIAN CONTROL PLANll C303NYSDOT WORK ZONE TRAFFIC AND PEDESTRIAN CONTROL PLANll C304NSYDOT STANDARD SHEETSl C305NYSDOT STANDARD SHEETSl LANDSCAPE L101SITE DEMOLITIONll L201SITE LAYOUT & MATERIALSll L301SITE GRADINGll L401SOILS PLANll L402PLANTING PLANll L501SITE DETAILSll L502SITE DETAILSll ARCHITECTURE A100DEMOLITION PLANll A100.1DEMOLITION ELEVATIONS/SECTIONSl A1011ST FLOOR PLANll A101_R1ST FLOOR RCPll A1022ND FLOOR PLANll A102_R2ND FLOOR RCPll A1033RD FLOOR PLANll A103_R3RD FLOOR RCPll A1044TH FLOOR PLANll A104_R4TH FLOOR RCPll A1055TH FLOOR PLANll A105_R5TH FLOOR RCPll A106ROOF PLANll A107GREEN ROOF PLANSl A201NORTH & SOUTH ELEVATIONSll A202EAST & WEST ELEVATIONSll A203COURTYARD ELEVATIONSll A204BUILDING SECTIONSll A205BUILDING SECTIONSll A301ISOMETRIC & WALL SECTIONSll A302SOUTH TERRACE ISOll A303ISOMETRIC & WALL SECTIONSll A304ISOMETRIC & WALL SECTIONSll A305ISOMETRIC & WALL SECTIONSll A306ISOMETRIC & WALL SECTIONS ALLEYll A307ISOMETRIC & WALL SECTIONS ALLEY GARAGEll A308ISOMETRIC & WALL SECTIONS GARAGE EASTll A309ISOMETRIC & WALL SECTIONSll A310ISOMETRIC & WALL SECTIONSll A311ISOMETRIC & WALL SECTIONSll A4011ST FLOOR WEST ENLARGED PLANll A401_R1ST FLOOR WEST ENLARGED RCPll A4021ST FLOOR SOUTH ENLARGED PLANll A402_R1ST FLOOR SOUTH ENLARGED RCPll A4031ST FLOOR EAST ENLARGED PLANll A403_R1ST FLOOR EAST ENLARGED RCPll A4041ST FLOOR CORE ENLARGED PLANll A404_R1ST FLOOR CORE ENLARGED RCPll A4051ST FLOOR NORTH ENLARGED PLANll A405_R1ST FLOOR NORTH ENLARGED RCPll A4062ND FLOOR CORE ENLARGED PLANll A406_R2ND FLOOR CORE ENLARGED RCPll A4072ND FLOOR EAST ENLARGED PLANll A407_R2ND FLOOR EAST ENLARGED RCPll A4082ND FLOOR SOUTH ENLARGED PLANll A408_R2ND FLOOR SOUTH ENLARGED RCPll A4092ND FLOOR WEST ENLARGED PLANll A409_R2ND FLOOR WEST ENLARGED RCPll A4102ND FLOOR NORTH ENLARGED PLANll A410_R2ND FLOOR NORTH ENLARGED RCPll A4113RD FLOOR CORE ENLARGED PLANll A411_R3RD FLOOR CORE ENLARGED RCPll A4123RD FLOOR EAST ENLARGED PLANll A412_R3RD FLOOR EAST ENLARGED RCPll A4133RD FLOOR SOUTH ENLARGED PLANll A413_R3RD FLOOR SOUTH ENLARGED RCPll A4143RD FLOOR WEST ENLARGED PLANll A414_R3RD FLOOR WEST ENLARGED RCPll A4153RD FLOOR NORTH ENLARGED PLANll A415_R3RD FLOOR NORTH ENLARGED RCPll A4164TH FLOOR CORE ENLARGED PLANll A416_R4TH FLOOR CORE ENLARGED RCPll A4174TH FLOOR EAST ENLARGED PLANll A417_R4TH FLOOR EAST ENLARGED RCPll A4184TH FLOOR SOUTH ENLARGED PLANll A418_R4TH FLOOR SOUTH ENLARGED RCPll A4194TH FLOOR WEST ENLARGED PLANll A419_R4TH FLOOR WEST ENLARGED RCPll A4204TH FLOOR NORTH ENLARGED PLANll A420_R4TH FLOOR NORTH ENLARGED RCPll A4215TH FLOOR CORE ENLARGED PLANll A421_R5TH FLOOR CORE ENLARGED RCPll A4225TH FLOOR EAST ENLARGED PLANll A422_R5TH FLOOR EAST ENLARGED RCPll A4235TH FLOOR SOUTH ENLARGED PLANll A423_R5TH FLOOR SOUTH ENLARGED RCPll A4245TH FLOOR WEST ENLARGED PLANll A424_R5TH FLOOR WEST ENLARGED RCPll A4255TH FLOOR NORTH ENLARGED PLANll A425_R5TH FLOOR NORTH ENLARGED RCPll A426ROOF CORE ENLARGED PLANll A427EGRESS CORE PLANS & SECTIONSll A428NORTH & EAST STAIR PLANS & SECTIONSll A501EXTERIOR SECTION DETAILSll A502EXTERIOR SECTION DETAILSll A503EXTERIOR SECTION DETAILSll A504EXTERIOR SECTION DETAILSll A505EXTERIOR SECTION DETAILSll A506EXTERIOR SECTION DETAILSll A507EXTERIOR SECTION DETAILSll A508EXTERIOR SECTION DETAILSll A509EXTERIOR SECTION DETAILSll A510PLAN DETAILSll A511STEEL COLUMN DETAILSll A512ENLARGED EXTERIOR SECTION DETAILSll A515FACADE TRIM PROFILESl A600TYPICAL KITCHEN AND BATH REQUIREMENTSll A601INTERIOR ELEVATIONS - BATHll A602INTERIOR ELEVATIONS - BATHll A603INTERIOR ELEVATIONS - BATHll A610INTERIOR ELEVATIONS - KITCHENSll A611INTERIOR ELEVATIONS - KITCHENSll A701INTERIOR DETAILSl A801PARTITION SCHEDULEll A802PARTITION SCHEDULEll A803DOOR SCHEDULEll A804WINDOW SCHEDULEll A805SIGNAGE SCHEDULEll A806INTERIOR UNIT FINISH SCHEDULE & LEGENDSll DRAWING INDEX 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 1 1 1 GRADE / EARTH / BACKFILL CONCRETE CONCRETE MASONRY UNIT BRICK MASONRY STEEL SOLID WOOD RIGID INSULATION DIMENSIONAL LUMBER ALUMINUM DIMENSIONAL WOOD BLOCKING STONE MASONRY NORTH ARROW ELEVATION PLAN DETAIL / SECTION DETAIL BUILDING SECTION PARTITION TYPE NOTE (PLAN OR ELEVATION) WALL SECTION / SECTION DETAIL INTERIOR ELEVATIONS DOOR TYPE WINDOW TYPE REVISIONS N NOTE CODES, STANDARDS & PROCEDURES: 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF NEW YORK STATE BUILDING CODE AND AMENDMENTS, AND ALL OTHER APPLICABLE FEDERAL, AND DISTRICT LAWS AND ORDINANCES, ACCESSIBILITY CODES, STANDARDS, AND REGULATORY AGENCIES. 2. THE PROJECT IS PARTICIPATING IN THE NYSERDA MULTIFAMILY NEW CONSTRUCTION PROGRAM (PON 3716) AND THE ENERGY STAR MULTIFAMILY HIGH RISE PROGRAM VERSION 1.0 REVISION 03. THE PROJECT, AND ALL SUBCONTRACTORS, MUST ADHERE TO THE REQUIREMENTS OF THESE TWO PROGRAMS. 3. ALL WORK SHALL BE OF THE HIGHEST QUALITY FOLLOWING THE CONTRACT DOCUMENTS, PROJECT SPECIFICATIONS, MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS, AND THE BEST ACCEPTED TRADE PRACTICES AND STANDARDS. 4. DETAILS SHOWN ARE INTENDED TO BE INDICATIVE OF THE PROFILES AND TYPES OF DETAILING REQUIRED FOR THE WORK. DETAILS NOT SHOWN ARE SIMILAR IN CHARACTER TO THOSE DETAILED. 5. EACH CONTRACTOR SHALL KEEP ACCURATE RECORDS OF ALL WORK WHICH DIFFERS FROM CONTRACT DOCUMENTS SO THAT ACCURATE RECORD DRAWINGS AND SPECIFICATIONS CAN BE KEPT AND PROVIDED BY THE CONTRACTOR TO THE OWNER AT PROJECT CLOSEOUT. 6. EACH CONTRACTOR SHALL VISIT THE SITE AND BE KNOWLEDGEABLE OF CONDITIONS THEREOF. FAILURE TO EXAMINE THE SITE AND DETERMINE EXISTING CONDITIONS OR NATURE OF NEW CONSTRUCTION, OR NATURE AND EXTENT OF WORK TO BE PERFORMED BY OTHER TRADES WILL NOT BE CONSIDERED A BASIS FOR GRANTING OF ADDITIONAL COMPENSATION. 7. THE CONTRACTOR SHALL INVESTIGATE, VERIFY AND BE RESPONSIBLE FOR ALL REQUIREMENTS OF THE PROJECT AND SHALL NOTIFY THE ARCHITECT OF ANY CONDITIONS CONTRARY TO THE CONSTRUCTION DOCUMENTS THAT REQUIRE MODIFICATION BEFORE PROCEEDING WITH THE WORK. 8. THE CONTRACTOR SHALL PROTECT ALL EXISTING SITE ELEMENTS, ADJACENT BUILDINGS AND STREETS FROM DAMAGE DUE TO THE CONSTRUCTION OPERATIONS, AND REPAIR OR REPLACE ANY ELEMENTS DAMAGED DURING THE PROJECT. DIMENSIONS: 1. DO NOT SCALE THE DRAWINGS, DIMENSIONS SHALL GOVERN. LARGE SCALE DRAWINGS SHALL GOVERN OVER SMALL SCALE. WHERE A DISCREPANCY MAY EXIST BETWEEN DRAWINGS AND SPECIFICATIONS, THE MORE RESTRICTIVE OR EXPENSIVE REQUIREMENTS SHALL GOVERN. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON SITE, AND SHALL NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES, OMISSIONS AND/OR CONFLICTS BEFORE PROCEEDING WITH THE WORK. 3. ALL PARTITIONS ARE DIMENSIONED TO THE FACE OF FINISHED WALL, UNLESS NOTED OTHERWISE. WHERE SPECIFIC DIMENSIONS, DETAILS AND/OR DESIGN INTENT CANNOT BE DETERMINED, NOTIFY ARCHITECT IN WRITING BEFORE PROCEEDING WITH WORK IN QUESTION. 4. DOOR OPENINGS THAT ARE NOT DIMENSIONALLY LOCATED ARE TO BE CENTERED BETWEEN WALLS OR POSITIONED WITH ONE JAMB CASING TRIM AGAINST AN ADJACENT WALL OR COLUMN AS SHOWN ON THE PLANS AND/OR DETAILS. COORDINATION: 1. REFER TO THE SPECIFICATIONS AND CIVIL, ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR FULL COORDINATION OF THE WORK. 2. THE CONTRACTOR SHALL COORDINATE ADDITIONAL SUPPORT OR CONCEALED BLOCKING REQUIRED FOR INSTALLATION OF HANDRAILS, MILLWORK, WALL PANELS, GRAB BARS, CABINETS AND ALL OTHER SURFACE MOUNTED COMPONENTS. 3. THE CONTRACTOR SHALL COORDINATE AND VERIFY THE EXACT SIZE AND LOCATION OF ALL FLOOR PENETRATIONS AND WALL OPENINGS WITH EACH OF THE RESPECTIVE MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTION TRADES. 4. THE CONTRACTOR SHALL COORDINATE LAYOUT OF CEILING MOUNTED FIXTURES, DEVICES, AND DUCTWORK, AND SHALL IDENTIFY POTENTIAL CONFLICTS INVOLVING ELEMENTS WITHIN THE CEILING CAVITY. ANY VARIATIONS OR CONFLICTS WITH LAYOUT OR CEILING HEIGHT SHOWN SHALL BE REVIEWED WITH THE ARCHITECT PRIOR TO INSTALLATION. 5. ALL CONDUIT, PIPING, DUCTWORK, AND MECHANICAL SYSTEMS SHALL BE INSTALLED WITHIN OR TIGHT TO THE UNDERSIDE OF STRUCTURE WHERE FEASIBLE, UNLESS NOTED OTHERWISE. 6. REFER TO MEPFP DRAWINGS FOR EXTENT OF CONCRETE EQUIPMENT PADS. THE CONTRACTOR SHALL COORDINATE THE SIZE AND LOCATION OF THE CONCRETE PADS WITH THE EQUIPMENT INSTALLER. INSTALLATION: 1. PROVIDE EXPANSION AND/OR CONTROL JOINTS IN ACCORDANCE WITH SPECIFIED OR DRAWN REQUIREMENTS. IN THE ABSENCE OF SPECIFIED OR DRAWN REQUIREMENTS, PROVIDE JOINTS IN ACCORDANCE WITH ACCEPTED INDUSTRY STANDARDS. LOCATIONS SHALL BE REVIEWED AND ACCEPTED BY THE ARCHITECT PRIOR TO INSTALLATION. 2. ALL OPENINGS IN FIRE-RATED FLOORS AND FIRE-RATED WALLS INCLUDING SPACES BETWEEN DUCTS, PIPES, CONDUIT, ETC. SHALL BE CLOSED OFF BY APPROVED FIRE SAFING MATERIAL TO MAINTAIN FIRE RATING CONTINUITY OF RATED FLOOR AND WALL CONSTRUCTION. ALL OPENINGS AND PENETRATIONS SHALL BE SEALED TO PREVENT PASSAGE OF SMOKE AND FLAMES IN FIRERATED ASSEMBLIES. 3.ALL DISSIMILAR METALS SHALL BE EFFECTIVELY ISOLATED FROM EACH OTHER IN ORDER TO AVOID GALVANIC ACTION. APARTMENT COMPARTMENTALIZATION AND TESTING 1.THE DWELLING UNITS SHALL BE TESTED AND VERIFIED AS HAVING AN AIRLEAKAGE RATE OF LESS THAN 0.3 CFM PER SQUARE FOOT OF THE ENCLOSURE BOUNDING THE APARTMENT AT AN INDUCED PRESSURE DIFFERENCE OF 50 PASCALS. TESTING MAY BE PERFORMED IN ACCORDANCE WITH EITHER ASTM E779 OR ASTM E1827. TESTING WILL BE PERFORMED BY OWNER’S ENERGY CONSULTANT AT ANY TIME AFTER THE CREATION OF ALL PENETRATIONS WITHIN THE APARTMENT AIR BARRIER. SAMPLING REQUIREMENTS AS PER THE ENERGY STAR MULTIFAMILY HIGH RISE PROGRAM. FAILURE TO ACHIEVE MAXIMUM LEAKAGE RATE WILL RESULT IN ADDITIONAL TESTING REQUIREMENTS. 2.AT A MINIMUM THE FOLLOWING LOCATIONS MUST BE PROPERLY AIR SEALED IF LOCATED IN AN APARTMENT AIR BARRIER. AIR BARRIER TO BE DEFINED BY ARCHITECT OR AS OTHERWISE DETERMINED BY CONSTRUCTION TEAM: • FLOOR TO WALL CONNECTIONS • WALL TO CEILING CONNECTIONS • WINDOW TO INTERIOR DRYWALL • OUTLET/ELECTRICAL BOXES (INCLUDING FOR LIGHT FIXTURES) TO DRYWALL –EXTERIOR WALLS, DEMISING WALLS, AND CEILINGS (IF PART OF AIR BARRIER) • HEATING/COOLING PIPE/REFRIGERANT LINE PENETRATIONS • PLUMBING/SPRINKLER PIPE PENETRATIONS • THERMOSTAT AND/OR OTHER CONTROL WIRES • ELECTRICAL WIRES AND/OR CONDUIT • GAP BETWEEN DUCTWORK AND GYPSUM BOARD • ELECTRICAL PANEL • HVAC ACCESS DOORS (IF APPLICABLE) • THERMOSTATS • INTERCOMS AND INTERNET/CABLE/COMMUNICATION WIRES AND PANELS • DOOR LATCH HOLE • MEDICINE CABINET ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION As indicated ABBREV. SYMBOLS NOTES UNIT SCHEDULE 003 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT DRAWING HATCH LEGENDABBREVIATIONS DRAWING SYMBOL LEGEND GENERAL NOTESUNIT MATRIXUNIT DISTRIBUTION SCWSOLID CORE WOOD SECT.SECTION SHT.SHEET SIM.SIMILAR SPECS.SPECIFICATIONS SQ.SQUARE SST.STAINLESS STEEL STD.STANDARD STL.STEEL STOR.STORAGE SUSP.SUSPENDED TTREAD TEL.TELEPHONE THK.THICK T.O.TOP OF TYP.TIPYCAL U.N.O.UNLESS NOTED OTHERWISE V.C.T.VINYL COMPOSITE TILE VERT.VERTICAL V.I.F.VERIFY IN FIELD W.WIDE W/WITH WD.WOOD W/OWITHOUT WPWATERPROOF WT.WEIGHT W.W.F.WELDED WIRE FABRIC N.I.C.NOT IN CONTRACT NO./#NUMBER NOM.NOMINAL O.C.ON CENTER O.D.OUTSIDE DIAMETER O.H.OVERHEAD OPNG.OPENING OPP. HANDOPPOSITE HAND O.D.OVERFLOW DRAIN O.S.OVERFLOW SCUPPER P.L.PROPERTY LINE PL.PLATE P. LAM.PLASTIC LAMINATE PLYWD.PLYWOOD PTD.PLAINTED P.T.PRESSURE TREATED RRISER RAD.RADIUS R.D.ROOF DRAIN RE:REFER TO REINFREINFORCED REQ'D.REQUIRED RM.ROOM R.O.ROUGH OPENING H.HIGH HCWHOLLOW CORE WOOD H.M.HOLLOW METAL HORIZ.HORIZONTAL HR.HOUR HT.HEIGHT INSUL.INSULATION INT.INTERIOR JT.JOINT KIT.KITCHEN LAV.LAVATORY LIN.LINEN CLOSET LRLIVING ROOM MAS.MASONRY MAX.MAXIMUM MECH.MECHANICAL MTL.METAL MFR.MANUFACTURER MIN.MINIMUM M.O.MASONRY OPENING MTD.MOUNTED N.A.NOT APPLICABLE DDEEP DBL.DOUBLE D.S.DOWNSPOUT DET.DETAIL DIM.DIMENSION DN.DOWN DRDINING ROOM DWG.DRAWING EA.EACH E.C.EXPOSED CONSTRUCTION EL.ELEVATION ELEC.ELECTRICAL EQ.EQUAL EXIST.EXISTING EXP.EXPANSION EXT.EXTERIOR F.E.FIRE EXTINGUISHER F.E.C.FIRE EXTINGUISHER CABINET F.F.FINISH FLOOR FIXT.FIXTURE FL.FLOOR FT.FOOT OR FEET GA.GAUGE GALV.GALVANIZED GL.GLASS GYP.GYPSUM &AND @AT CLCENTERLINE O/DIAM.DIAMETER OR ROUND ACOUS.ACOUSTICAL A.D.AREA DRAIN A.F.F.ABOVE FINISH FLOOR ALUM.ALUMINUM APPROX.APPROXIMATE ARCH.ARCHITECTURAL BC.BRICK COURSING BD,BOARD BLDG.BUILDING BLKG.BLOCKING B.O.BOTTOM OF BRBEDROOM CER.CERAMIC CAB.CABINET CLG.CEILING CL.CLOSET CMUCONCRETE MASONRY UNIT COL.COLUMN CONC.CONCRETE CONST.CONSTRUCTION CONT.CONTINUOUS CER.CERAMIC UNIT #UNIT TYPEDESCRIPTIONUnit_Kitchen_TypesUnit_Bath_TypesAREA 301UNIT C12 BRTYPE 2CTYPE 1A746 SF 302UNIT A1STUDIOTYPE 3ATYPE 1A492 SF 303UNIT A2STUDIOTYPE 3ATYPE 1A489 SF 304UNIT A3STUDIOTYPE 3ATYPE 1A489 SF 305UNIT A4STUDIOTYPE 3ATYPE 1B520 SF 306UNIT D12 BRTYPE 2CTYPE 1A, TYPE 2A961 SF 307UNIT D22 BRTYPE 7ATYPE 1A, TYPE 2A950 SF 308UNIT D32 BRTYPE 7BTYPE 1A, TYPE 2.1A953 SF 309UNIT B11 BRTYPE 2CTYPE 5B550 SF 310UNIT D42 BRTYPE 4ATYPE 1C, TYPE 2B948 SF 311UNIT A5STUDIOTYPE 3ATYPE 1A498 SF 312UNIT A6STUDIOTYPE 3ATYPE 1A492 SF 313UNIT A7STUDIOTYPE 3ATYPE 1A492 SF 314UNIT A6STUDIOTYPE 3ATYPE 1A481 SF 315UNIT A7STUDIOTYPE 3ATYPE 1A494 SF 316UNIT A6STUDIOTYPE 3ATYPE 1A497 SF 317UNIT A8STUDIOTYPE 3ATYPE 1A476 SF 318UNIT D52 BRTYPE 2CTYPE 2B, TYPE 3A933 SF 319UNIT B21 BRTYPE 2ATYPE 6A561 SF 320UNIT D62 BRTYPE 2BTYPE 2B, TYPE 5A886 SF 321UNIT D72 BRTYPE 7CTYPE 1A, TYPE 4A943 SF 322UNIT A13STUDIOTYPE 3ATYPE 1A487 SF 323UNIT A14STUDIOTYPE 3ATYPE 1A487 SF 324UNIT A13STUDIOTYPE 3ATYPE 1A489 SF 325UNIT A14STUDIOTYPE 3ATYPE 1A488 SF 326UNIT B31 BRTYPE 2CTYPE 5B593 SF 327UNIT D82 BRTYPE 7DTYPE 1A, TYPE 2C849 SF 328UNIT D92 BRTYPE 2CTYPE 1A, TYPE 4B917 SF 329UNIT D102 BRTYPE 8ATYPE 1A, TYPE 4.1A978 SF 330UNIT D112 BRTYPE 5ATYPE 2D, TYPE 5C864 SF 331UNIT D122 BRTYPE 2CTYPE 1A, TYPE 2E732 SF 332UNIT A11STUDIOTYPE 3ATYPE 1A492 SF 333UNIT A12STUDIOTYPE 3ATYPE 1A488 SF 334UNIT C21 BRTYPE 2CTYPE 7A679 SF THIRD FLOOR UNITS: 34 SECOND FLOOR THRD FLOOR FOURTH FLOOR FIFTH FLOOR UNIT #UNIT TYPEDESCRIPTIONUnit_Kitchen_TypesUnit_Bath_TypesAREA 201UNIT C12 BRTYPE 2CTYPE 1A747 SF 202UNIT A1STUDIOTYPE 3ATYPE 1A492 SF 203UNIT A2STUDIOTYPE 3ATYPE 1A488 SF 204UNIT A3STUDIOTYPE 3ATYPE 1A490 SF 205UNIT A4STUDIOTYPE 3ATYPE 1B520 SF 206UNIT D12 BRTYPE 2CTYPE 1A, TYPE 2A961 SF 207UNIT D22 BRTYPE 7ATYPE 1A, TYPE 2A948 SF 208UNIT D32 BRTYPE 7BTYPE 1A, TYPE 2.1A952 SF 209UNIT B11 BRTYPE 2CTYPE 5B550 SF 210UNIT D42 BRTYPE 4ATYPE 1C, TYPE 2B947 SF 211UNIT A5STUDIOTYPE 3ATYPE 1A498 SF 212UNIT A6STUDIOTYPE 3ATYPE 1A492 SF 213UNIT A7STUDIOTYPE 3ATYPE 1A492 SF 214UNIT A6STUDIOTYPE 3ATYPE 1A481 SF 215UNIT A7STUDIOTYPE 3ATYPE 1A495 SF 216UNIT A6STUDIOTYPE 3ATYPE 1A497 SF 217UNIT A8STUDIOTYPE 3ATYPE 1A476 SF 218UNIT D52 BRTYPE 2CTYPE 2B, TYPE 3A932 SF 219UNIT B21 BRTYPE 2ATYPE 6A561 SF 220UNIT D62 BRTYPE 2BTYPE 2B, TYPE 5A886 SF 221UNIT D72 BRTYPE 7CTYPE 1A, TYPE 4A943 SF 222UNIT A9STUDIOTYPE 1ATYPE 1A422 SF 223UNIT A10STUDIOTYPE 1ATYPE 1A421 SF 224UNIT A9STUDIOTYPE 1ATYPE 1.1424 SF 225UNIT A10STUDIOTYPE 1ATYPE 1A423 SF 226UNIT B31 BRTYPE 2CTYPE 5B593 SF 227UNIT D82 BRTYPE 7DTYPE 1A, TYPE 2C849 SF 228UNIT D92 BRTYPE 2CTYPE 1A, TYPE 4B917 SF 229UNIT D102 BRTYPE 8ATYPE 1A, TYPE 4.1A978 SF 230UNIT D112 BRTYPE 5ATYPE 2D, TYPE 5C863 SF 231UNIT D122 BRTYPE 2CTYPE 1A, TYPE 2E732 SF 232UNIT A11STUDIOTYPE 3ATYPE 1A492 SF 233UNIT A12STUDIOTYPE 3ATYPE 1A488 SF 234UNIT C21 BRTYPE 2CTYPE 7A678 SF SECOND FLOOR UNITS: 34 UNIT #UNIT TYPEDESCRIPTIONUnit_K itchen_TypesUnit_Bath_TypesAREA 401UNIT C12 BRTYPE 2CTYPE 1A746 SF 402UNIT A1STUDIOTYPE 3ATYPE 1A492 SF 403UNIT A2STUDIOTYPE 3ATYPE 1A489 SF 404UNIT A3STUDIOTYPE 3ATYPE 1A489 SF 405UNIT A4STUDIOTYPE 3ATYPE 1B520 SF 406UNIT D12 BRTYPE 2CTYPE 1A, TYPE 2A961 SF 407UNIT D22 BRTYPE 7ATYPE 1A, TYPE 2A950 SF 408UNIT D32 BRTYPE 7BTYPE 1A, TYPE 2.1A953 SF 409UNIT B11 BRTYPE 2CTYPE 5B550 SF 410UNIT D42 BRTYPE 4ATYPE 1C, TYPE 2B948 SF 411UNIT A5STUDIOTYPE 3ATYPE 1A498 SF 412UNIT A6STUDIOTYPE 3ATYPE 1A492 SF 413UNIT A7STUDIOTYPE 3ATYPE 1A492 SF 414UNIT A6STUDIOTYPE 3ATYPE 1A481 SF 415UNIT A7STUDIOTYPE 3ATYPE 1A494 SF 416UNIT A6STUDIOTYPE 3ATYPE 1A497 SF 417UNIT A8STUDIOTYPE 3ATYPE 1A476 SF 418UNIT D52 BRTYPE 2CTYPE 2B, TYPE 3A934 SF 420UNIT D132 BRTYPE 6ATYPE 1A, TYPE 2B993 SF 422UNIT B41 BRTYPE 7ETYPE 1D788 SF 423UNIT A15STUDIOTYPE 3ATYPE 1A480 SF 424UNIT A13STUDIOTYPE 3ATYPE 1A489 SF 425UNIT A14STUDIOTYPE 3ATYPE 1A488 SF 426UNIT B31 BRTYPE 2CTYPE 5B593 SF 427UNIT D82 BRTYPE 7DTYPE 1A, TYPE 2C849 SF 428UNIT D92 BRTYPE 2CTYPE 1A, TYPE 4B917 SF 429UNIT D102 BRTYPE 8ATYPE 1A, TYPE 4.1A978 SF 430UNIT D112 BRTYPE 5ATYPE 2D, TYPE 5C863 SF 431UNIT D122 BRTYPE 2CTYPE 1A, TYPE 2E732 SF 432UNIT A11STUDIOTYPE 3ATYPE 1A492 SF 433UNIT A12STUDIOTYPE 3ATYPE 1A488 SF 434UNIT C21 BRTYPE 2CTYPE 7A679 SF FOURTH FLOOR UNITS: 32 UNIT #UNIT TYPEDESCRIPTIONUnit_Kitchen_TypesUnit_Bath_TypesAREA 501UNIT C12 BRTYPE 2CTYPE 1A746 SF 502UNIT A1STUDIOTYPE 3ATYPE 1A492 SF 503UNIT A2STUDIOTYPE 3ATYPE 1A489 SF 504UNIT A3STUDIOTYPE 3ATYPE 1A489 SF 505UNIT A4STUDIOTYPE 3ATYPE 1B520 SF 506UNIT D12 BRTYPE 2CTYPE 1A, TYPE 2A961 SF 507UNIT D22 BRTYPE 7ATYPE 1A, TYPE 2A950 SF 508UNIT D32 BRTYPE 7BTYPE 1A, TYPE 2.1A953 SF 509UNIT B11 BRTYPE 2CTYPE 5B550 SF 510UNIT D42 BRTYPE 4ATYPE 1C, TYPE 2B941 SF 511UNIT A5STUDIOTYPE 3ATYPE 1A496 SF 512UNIT A6STUDIOTYPE 3ATYPE 1A492 SF 513UNIT A7STUDIOTYPE 3ATYPE 1A492 SF 514UNIT A6STUDIOTYPE 3ATYPE 1A481 SF 515UNIT A7STUDIOTYPE 3ATYPE 1A492 SF 516UNIT A6STUDIOTYPE 3ATYPE 1A495 SF 517UNIT A8STUDIOTYPE 3ATYPE 1A474 SF 518UNIT D52 BRTYPE 2CTYPE 2B, TYPE 3A934 SF 520UNIT D132 BRTYPE 6ATYPE 1A, TYPE 2B993 SF 522UNIT B41 BRTYPE 7ETYPE 1D788 SF 523UNIT A15STUDIOTYPE 3ATYPE 1A480 SF 524UNIT A13STUDIOTYPE 3ATYPE 1A489 SF 525UNIT A14STUDIOTYPE 3ATYPE 1A488 SF 527UNIT D142 BRTYPE 8BTYPE 1A, TYPE 4.1A1024 SF 530UNIT B51 BRTYPE 8CTYPE 1A587 SF 531UNIT D122 BRTYPE 2CTYPE 1A, TYPE 2E732 SF 532UNIT A11STUDIOTYPE 3ATYPE 1A492 SF 533UNIT A12STUDIOTYPE 3ATYPE 1A488 SF 534UNIT C21 BRTYPE 2CTYPE 7A677 SF FIFTH FLOOR UNITS: 29 UNIT TYPE# OF UNITS 1 BR16 2 BR47 STUDIO66 TOTAL # OF UNITS: 129 Unit TypeSpaceArea 501 UNIT C1BEDROOM145 SF UNIT C1BEDROOM 282 SF UNIT C1LIVING/DINING236 SF 463 SF 502 UNIT A1STUDIO272 SF 272 SF 503 UNIT A2STUDIO271 SF 271 SF 504 UNIT A3STUDIO271 SF 271 SF 505 UNIT A4STUDIO346 SF 346 SF 506 UNIT D1BEDROOM 2129 SF UNIT D1BEDROOM154 SF UNIT D1LIVING/DINING327 SF 611 SF 507 UNIT D2LIVING/DINING216 SF UNIT D2BEDROOM 2129 SF UNIT D2BEDROOM150 SF 496 SF 508 UNIT D3BEDROOM162 SF UNIT D3LIVING/DINING225 SF UNIT D3BEDROOM 2119 SF 506 SF 509 UNIT B1BEDROOM161 SF UNIT B1LIVING/DINING192 SF 353 SF 510 UNIT D4BEDROOM146 SF UNIT D4LIVING/DINING271 SF UNIT D4BEDROOM 2134 SF 551 SF 511 UNIT A5STUDIO268 SF 268 SF 512 UNIT A6STUDIO279 SF 279 SF 513 UNIT A7STUDIO271 SF 271 SF 514 UNIT A6STUDIO269 SF 269 SF 515 UNIT A7STUDIO272 SF 272 SF 516 UNIT A6STUDIO280 SF 280 SF 517 UNIT A8STUDIO257 SF 257 SF 518 UNIT D5LIVING/DINING375 SF UNIT D5BEDROOM 2120 SF UNIT D5BEDROOM136 SF 631 SF 520 UNIT D13BEDROOM 2158 SF UNIT D13BEDROOM152 SF UNIT D13LIVING/DINING266 SF 576 SF 522 UNIT B4BEDROOM120 SF UNIT B4LIVING/DINING271 SF 390 SF 523 UNIT A15STUDIO260 SF 260 SF 524 UNIT A13STUDIO268 SF 268 SF 525 UNIT A14STUDIO267 SF 267 SF 527 UNIT D14BEDROOM166 SF UNIT D14BEDROOM 2125 SF UNIT D14LIVING/DINING295 SF 586 SF 530 UNIT B5BEDROOM142 SF UNIT B5LIVING/DINING189 SF 331 SF 531 UNIT D12BEDROOM124 SF UNIT D12BEDROOM 2134 SF UNIT D12LIVING/DINING206 SF 465 SF 532 UNIT A11STUDIO271 SF 271 SF 533 UNIT A12STUDIO268 SF 268 SF 534 UNIT C2BEDROOM128 SF UNIT C2LIVING/DINING261 SF 389 SF Unit TypeSpaceArea 401 UNIT C1BEDROOM145 SF UNIT C1BEDROOM 282 SF UNIT C1LIVING/DINING236 SF 463 SF 402 UNIT A1STUDIO272 SF 272 SF 403 UNIT A2STUDIO271 SF 271 SF 404 UNIT A3STUDIO271 SF 271 SF 405 UNIT A4STUDIO346 SF 346 SF 406 UNIT D1BEDROOM 2129 SF UNIT D1BEDROOM154 SF UNIT D1LIVING/DINING327 SF 611 SF 407 UNIT D2LIVING/DINING216 SF UNIT D2BEDROOM 2129 SF UNIT D2BEDROOM150 SF 496 SF 408 UNIT D3BEDROOM162 SF UNIT D3LIVING/DINING225 SF UNIT D3BEDROOM 2119 SF 506 SF 409 UNIT B1BEDROOM161 SF UNIT B1LIVING/DINING192 SF 353 SF 410 UNIT D4BEDROOM146 SF UNIT D4LIVING/DINING271 SF UNIT D4BEDROOM 2134 SF 551 SF 411 UNIT A5STUDIO268 SF 268 SF 412 UNIT A6STUDIO279 SF 279 SF 413 UNIT A7STUDIO271 SF 271 SF 414 UNIT A6STUDIO269 SF 269 SF 415 UNIT A7STUDIO272 SF 272 SF 416 UNIT A6STUDIO280 SF 280 SF 417 UNIT A8STUDIO257 SF 257 SF 418 UNIT D5LIVING/DINING375 SF UNIT D5BEDROOM 2120 SF UNIT D5BEDROOM136 SF 631 SF 420 UNIT D13BEDROOM 2158 SF UNIT D13BEDROOM152 SF UNIT D13LIVING/DINING266 SF 576 SF 422 UNIT B4BEDROOM120 SF UNIT B4LIVING/DINING271 SF 390 SF 423 UNIT A15STUDIO260 SF 260 SF 424 UNIT A13STUDIO268 SF 268 SF 425 UNIT A14STUDIO267 SF 267 SF 426 UNIT B3BEDROOM165 SF UNIT B3LIVING/DINING196 SF 361 SF 427 UNIT D7LIVING/DINING228 SF UNIT D8BEDROOM137 SF UNIT D8BEDROOM 2131 SF 496 SF 428 UNIT D9BEDROOM142 SF UNIT D9BEDROOM 2117 SF UNIT D9LIVING/DINING278 SF 537 SF 429 UNIT D10BEDROOM142 SF UNIT D10BEDROOM 2126 SF UNIT D10LIVING/DINING257 SF 525 SF 430 UNIT D11BEDROOM140 SF UNIT D11BEDROOM 2151 SF UNIT D11LIVING/DINING211 SF 502 SF 431 UNIT D12BEDROOM124 SF UNIT D12BEDROOM 2134 SF UNIT D12LIVING/DINING206 SF 465 SF 432 UNIT A11STUDIO271 SF 271 SF 433 UNIT A12STUDIO268 SF 268 SF 434 UNIT C2BEDROOM127 SF UNIT C2LIVING/DINING261 SF 388 SF Unit TypeSpaceArea 301 UNIT C1BEDROOM145 SF UNIT C1BEDROOM 282 SF UNIT C1LIVING/DINING236 SF 463 SF 302 UNIT A1STUDIO272 SF 272 SF 303 UNIT A2STUDIO271 SF 271 SF 304 UNIT A3STUDIO271 SF 271 SF 305 UNIT A4STUDIO346 SF 346 SF 306 UNIT D1BEDROOM 2129 SF UNIT D1BEDROOM154 SF UNIT D1LIVING/DINING327 SF 611 SF 307 UNIT D2LIVING/DINING216 SF UNIT D2BEDROOM 2129 SF UNIT D2BEDROOM150 SF 496 SF 308 UNIT D3BEDROOM162 SF UNIT D3BEDROOM 2119 SF UNIT D3LIVING/DINING225 SF 506 SF 309 UNIT B1BEDROOM161 SF UNIT B1LIVING/DINING192 SF 353 SF 310 UNIT D4BEDROOM146 SF UNIT D4LIVING/DINING271 SF UNIT D4BEDROOM 2134 SF 551 SF 311 UNIT A5STUDIO268 SF 268 SF 312 UNIT A6STUDIO279 SF 279 SF 313 UNIT A7STUDIO271 SF 271 SF 314 UNIT A6STUDIO269 SF 269 SF 315 UNIT A7STUDIO272 SF 272 SF 316 UNIT A6STUDIO280 SF 280 SF 317 UNIT A8STUDIO257 SF 257 SF 318 UNIT D5LIVING/DINING375 SF UNIT D5BEDROOM 2120 SF UNIT D5BEDROOM136 SF 631 SF 319 UNIT B2BEDROOM125 SF UNIT B2LIVING/DINING177 SF 302 SF 320 UNIT D6BEDROOM 2120 SF UNIT D6BEDROOM125 SF UNIT D6LIVING/DINING248 SF 493 SF 321 UNIT D7LIVING/DINING218 SF UNIT D7BEDROOM 2112 SF UNIT D7BEDROOM167 SF 496 SF 322 UNIT A13STUDIO265 SF 265 SF 323 UNIT A14STUDIO266 SF 266 SF 324 UNIT A13STUDIO268 SF 268 SF 325 UNIT A14STUDIO267 SF 267 SF 326 UNIT B3BEDROOM166 SF UNIT B3LIVING/DINING196 SF 361 SF 327 UNIT D8BEDROOM137 SF UNIT D8BEDROOM 2131 SF UNIT D8LIVING ROOM228 SF 496 SF 328 UNIT D9BEDROOM142 SF UNIT D9BEDROOM 2117 SF UNIT D9LIVING/DINING278 SF 537 SF 329 UNIT D10BEDROOM142 SF UNIT D10BEDROOM 2126 SF UNIT D10LIVING/DINING257 SF 526 SF 330 UNIT D11BEDROOM140 SF UNIT D11BEDROOM 2151 SF UNIT D11LIVING/DINING211 SF 502 SF 331 UNIT D12BEDROOM124 SF UNIT D12BEDROOM 2134 SF UNIT D12LIVING/DINING206 SF 465 SF 332 UNIT A11STUDIO271 SF 271 SF 333 UNIT A12STUDIO268 SF 268 SF 334 UNIT C2BEDROOM127 SF UNIT C2LIVING/DINING261 SF 388 SF Unit TypeSpaceArea 201 UNIT C1BEDROOM145 SF UNIT C1BEDROOM 282 SF UNIT C1LIVING/DINING236 SF 463 SF 202 UNIT A1STUDIO272 SF 272 SF 203 UNIT A2STUDIO271 SF 271 SF 204 UNIT A3STUDIO271 SF 271 SF 205 UNIT A4STUDIO346 SF 346 SF 206 UNIT D1BEDROOM 2129 SF UNIT D1BEDROOM154 SF UNIT D1LIVING/DINING327 SF 611 SF 207 UNIT D2LIVING/DINING216 SF UNIT D2BEDROOM 2129 SF UNIT D2BEDROOM150 SF 496 SF 208 UNIT D3BEDROOM162 SF UNIT D3BEDROOM 2120 SF UNIT D3LIVING/DINING225 SF 507 SF 209 UNIT B1BEDROOM161 SF UNIT B1LIVING/DINING192 SF 353 SF 210 UNIT D4BEDROOM146 SF UNIT D4LIVING/DINING271 SF UNIT D4BEDROOM 2134 SF 551 SF 211 UNIT A5STUDIO265 SF 265 SF 212 UNIT A6STUDIO267 SF 267 SF 213 UNIT A7STUDIO268 SF 268 SF 214 UNIT A6STUDIO257 SF 257 SF 215 UNIT A7STUDIO268 SF 268 SF 216 UNIT A6STUDIO268 SF 268 SF 217 UNIT A8STUDIO258 SF 258 SF 218 UNIT D5LIVING/DINING375 SF UNIT D5BEDROOM 2120 SF UNIT D5BEDROOM136 SF 631 SF 219 UNIT B2BEDROOM125 SF UNIT B2LIVING/DINING177 SF 302 SF 220 UNIT D6BEDROOM 2120 SF UNIT D6BEDROOM125 SF UNIT D6LIVING/DINING248 SF 493 SF 221 UNIT D7LIVING/DINING220 SF UNIT D7BEDROOM 2112 SF UNIT D7BEDROOM167 SF 499 SF 222 UNIT A9STUDIO225 SF 225 SF 223 UNIT A10STUDIO227 SF 227 SF 224 UNIT A9STUDIO228 SF 228 SF 225 UNIT A10STUDIO228 SF 228 SF 226 UNIT B3BEDROOM166 SF UNIT B3LIVING/DINING196 SF 361 SF 227 UNIT D8BEDROOM137 SF UNIT D8BEDROOM 2131 SF UNIT D8LIVING ROOM228 SF 496 SF 228 UNIT D9BEDROOM142 SF UNIT D9BEDROOM 2117 SF UNIT D9LIVING/DINING278 SF 537 SF 229 UNIT D10BEDROOM142 SF UNIT D10BEDROOM 2126 SF UNIT D10LIVING/DINING257 SF 526 SF 230 UNIT D11BEDROOM140 SF UNIT D11BEDROOM 2151 SF UNIT D11LIVING/DINING211 SF 502 SF 231 UNIT D12BEDROOM125 SF UNIT D12BEDROOM 2134 SF UNIT D12LIVING ROOM207 SF 465 SF 232 UNIT A11STUDIO271 SF 271 SF 233 UNIT A12STUDIO269 SF 269 SF 234 UNIT C2BEDROOM127 SF UNIT C2LIVING/DINING261 SF 388 SF UNIT HABITABLE SPACE MATRIX 120 540 120 540 120 540 120 213 120 210 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION CODES 004 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 713.5 Shaft enclosures shall be constructed as fire barriers in accordance with Section 707 or horizontal assemblies constructed in accordance with Section 711, or both, and shall have continuity in accordance with Section 707.5 for fire barriers or Section 711.2.2 for horizontal assemblies, as applicable. 713.4Shaft enclosures shall have a fire-resistance rating of not less than 2 hours where connecting four stories or more. 713.2 Shaft enclosures shall be constructed as fire barriers in accordance with Section 707 or horizontal assemblies in accordance with Section 711, or both. 711.2.4.3 Horizontal assemblies serving as dwelling or sleeping unit separations in accordance with Section 420.3 shall be not less than 1-hour fire-resistance-rated construction. 711.2.4The fire-resistance rating of horizontal assemblies shall be not less than that required by the building type of construction. 711.2.3The supporting construction shall be protected to afford the required fire-resistance rating of the horizontal assembly supported. 711.2.2(Horizontal) Assemblies shall be continuous without vertical openings, except as permitted by Section 712. 708.4.1 The supporting construction for a fire partition shall have a fire-resistance rating that is equal to or greater than the required fire-resistance rating of the supported fire partition. 708.4 Fire partitions shall extend from the top of the foundation or floor/ceiling assembly below and be securely attached to one of the following: 1.The underside of the floor or roof sheathing, deck or slab above. 2.The underside of a floor/ceiling or roof/ceiling assembly having a fire-resistance rating that is not less than the fire-resistance rating of the fire partition. 708.3 Fire partitions shall have a fire-resistance rating of not less than 1 hour. Exception 1: Corridor walls permitted to have a 1/2-hour fire-resistance rating by Table 1020.1. 707.9 The voids created at the intersection of a fire barrier and a nonfire-resistance-rated roof assembly or a nonfire-resistance-rated exterior wall assembly shall be filled. An approved material or system shall be used to fill the void, and shall be securely installed in or on the intersection for its entire length so as not to dislodge, loosen or otherwise impair its ability to accommodate expected building movements and to retard the passage of fire and hot gases. 707.6 Openings in a fire barrier shall be protected in accordance with Section 716. Openings shall be limited to a maximum aggregate width of 25 percent of the length of the wall, and the maximum area of any single opening shall not exceed 156 square feet (15 m2). Openings in enclosures for exit access stairways and ramps, interior exit stairways and ramps and exit passageways shall also comply with Sections 1019, 1023.4 and 1024.5, respectively. 707.5.1 The supporting construction for a fire barrier shall be protected to afford the required fire-resistance rating of the fire barrier supported. Hollow vertical spaces within a fire barrier shall be fireblocked in accordance with Section 718.2 at every floor level. 707.5 Fire barriers shall extend from the top of the foundation or floor/ceiling assembly below to the underside of the floor or roof sheathing, slab or deck above and shall be securely attached thereto. Such fire barriers shall be continuous through concealed space, such as the space above a suspended ceiling. Joints and voids at intersections shall comply with Sections 707.8 and 707.9. 707 Fire Barriers, 2 hour rated, are required for enclosures. Shaft Enclosures: Refer to Section 713.4 Interior Exit Stairways: Refer to Section 1023.1 Exit Passageways: Refer to Section 1024.3 Mixed Occupancies Separations: Refer to Section 508.4 Incidental Uses: Refer to Section 509 705.2.3 Balconies and similar projections of combustible construction other than fire-retardant-treated wood shall be fire-resistance rated where required by Table 601 for floor construction. The aggregate length of the projections shall not exceed 50 percent of the building’s perimeter on each floor. Exceptions: 2.Untreated wood and plastic composites that comply with ASTM D7032 and Section 2612 are permitted for pickets, rails and similar guard components that are limited to 42 inches (1067 mm) in height. 3.Balconies and similar projections on buildings of Types V construction shall be permitted to be of Type V construction and shall not be required to have a fire-resistance rating where sprinkler protection is extended to these areas. 4.Where sprinkler protection is extended to the balcony areas, the aggregate length of the balcony on each floor shall not be limited. 705.2 Cornices, eave overhangs, exterior balconies and similar projections extending beyond the exterior wall shall conform to the requirements of this section and Section 1405. 705.11 Parapets shall be provided on exterior walls of buildings. Exceptions: A parapet need not be provided on an exterior wall where any of the following exist: 1.The wall is not required to be fire-resistance rated in accordance with Table 602 because of fire separation distance. 4.One-hour fire-resistance-rated exterior walls that terminate at the underside of the roof sheathing, deck or slab, provided that: 4.1. Where the roof/ceiling framing elements are parallel to the walls, such framing and elements supporting such framing shall not be of less than 1-hour fire-resistance-rated construction for a width of 4 feet (1220 mm) for Groups R and U and 10 feet (3048 mm) for other occupancies, measured from the interior side of the wall. 4.2. Where roof/ceiling framing elements are not parallel to the walls, the entire span of such framing and elements supporting such framing shall not be less than 1-hour fire-resistance-rated construction. 4.3. Openings in the roof shall not be located within 5 feet (1524 mm) of the 1-hour fire-resistance-rated exterior wall for Groups R and U and 10 feet (3048 mm) for other occupancies, measured from the interior side of the wall. 4.4. The entire building shall be provided with not less than a Class B roof covering. 705.9.1 The void created at the intersection of a floor/ceiling assembly and an exterior curtain wall assembly shall be protected in accordance with Section 715.4. 705.9 Joints made in or between exterior walls required by this section to have a fire-resistance rating shall comply with Section 715. Exception: Joints in exterior walls that are permitted to have unprotected openings. 705.8.5 Vertical separation of openings. Exception 2:This section shall not apply to buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1 or 903.3.1.2. 705.8 Maxiumum Area of Wall Openings - NFPA13 Sprinklered Buildings 0 to 3ft = openings not permitted; 3 to <5ft = 15%; 5 to <10ft = 25%; 10 to <15ft = 45%; 15 to <20ft = 75%; ≥20ft = Unlimited Exception 2: Buildings whose exterior bearing walls, exterior nonbearing walls and exterior primary structural frame are not required to be fire-resistance rated shall be permitted to have unlimited unprotected openings. 704.11 Fire protection is not required at the bottom flange of lintels, shelf angles and plates, spanning not more than 6 feet 4 inches (1931 mm) whether part of the primary structural frame or not, and from the bottom flange of lintels, shelf angles and plates not part of the structural frame, regardless of span. 602 Fire Resistance of Exterior Walls based on Separation Distance: Less than 5ft = 1 hour; 5 to 10ft = 1 hour; 10 to 30ft = 1 hour; More than 30ft = 0 hours Exception: Open parking garages complying with Section 406 shall not be required to have a fire-resistance rating. 601 Fire Resistance Ratings of Building Elements: Level 1 (Type IA): Primary Structural Frame, Bearing Walls, Roof Construction = 3 hours Floor Construction = 2 hours Non-bearing Walls-Exterior: See 602 for exterior wall requirements Non-bearing Walls-Interior = 0 hours Levels 2-5 (Type VA): Primary Structural Frame, Bearing Walls, Floor/Roof Construction = 1 hour Non-bearing Walls-Exterior: See 602 for exterior wall requirements Non-bearing Walls-Interior = 0 hours 510.7.1 Fire barriers constructed in accordance with Section 707 or horizontal assemblies constructed in accordance with Section 711 between the parking occupancy and the upper occupancy shall correspond to the required fire-resistance rating prescribed in Table 508.4 for the uses involved. The type of construction shall apply to each occupancy individually, except that structural members which are necessary to support the upper occupancy, shall be protected with the more restrictive fire-resistance-rated assemblies of the groups involved as shown in Table 601. Means of egress for the upper occupancy shall conform to Chapter 10 and shall be separated from the parking occupancy by fire barriers having not less than a 2-hour fire-resistance rating as required by Section 707 with self-closing doors complying with Section 716 or horizontal assemblies having not less than a 2-hour fire-resistance rating as required by Section 711, with self-closing doors complying with Section 716. Means of egress from the open parking garage shall comply with Section 406.5. 510.7 Open parking garages constructed under Groups A and R shall not exceed the height and area limitations permitted under Section 406.5 (unlimited). The height and area of the portion of the building above the open parking garage shall not exceed the limitations in Section 503 for the upper occupancy(70ft, 4 stories, 48,000ft² per floor). The height, in both feet and stories, of the portion of the building above the open parking garage shall be measured from grade plane and shall include both the open parking garage and the portion of the building above the parking garage. 510.4 Where a maximum one story above grade plane Group S-2 parking garage of Type I construction is provided under a building of Group R, the number of stories to be used in determining the minimum type of construction shall be measured from the floor above such a parking area. The floor assembly between the parking garage and the Group R above shall comply with the type of construction required for the parking garage and shall also provide a fire-resistance rating not less than the mixed occupancy separation required in Section 508.4. 510.2 Type IA construction at first floor is considered as separate and distinct building from the four levels of Type VA above for the purpose of determining area limitations, continuity of fire wall, limitation of number of stories and type of construction, and the two are separated with a horizontal assembly having a fire-resistance rating of not less than 3 hours. Shafts are fire-resistance rated not less than 2 hours. 508.4 Separation of Occupancies: R-2 & A-3 = 1 hour (sprinklered) R-2 & M = 1 hour (sprinklered) R-2 & S-2 = 1 hour (sprinklered) 508.2.4 No separation is required between accessory occupancies and the main occupancy. Exception 2: Group R-2 dwelling units and sleeping units shall be separated from other dwelling or sleeping units and from accessory occupancies contiguous to them in accordance with the requirements of Section 420. (1hr fire partion, per Section 708.3) 508.2.3Aggregate accessory occupancies shall not occupy more than 10 percent of the floor area of the story in which they are located. 504.3, 504.4, 506.2 Occupancy Classification = R2; Type of Construction = VA; S = Buildings equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1; Allowable Building Height = 70ft, Max. 4 Stories; Allowable Area per floor = 48,000ft² 503.1.4 Exception 1: The occupancy located on an occupied roof shall not be limited to the occupancies allowed on the story immediately below the roof where the building is equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1 and occupant notification in accordance with Section 907.5 is provided in the area of the occupied roof. 502.1 Approved address identification shall be provided, shall be legible and placed in a position that is visible from the street or road fronting the property. Address identification characters shall contrast with their background. Address numbers shall be Arabic numbers or alphabetical letters. Numbers shall not be spelled out. Each character shall be a minimum of 4 inches high with a minimum stroke width of 1/2 inch. 420.9 In Group R occupancies, cooking appliances used for domestic cooking operations shall be in accordance with Section 917.2 of the Mechanical Code of New York State. 420.5 Fire alarm systems and smoke alarms shall be provided in R-2 occupancies in accordance with Section 907.2.9. Single- or multiple-station smoke alarms shall be provided in Groups R-2 in accordance with Section 907.2.10. 420.4 Group R occupancies shall be equipped throughout with an automatic sprinkler system in accordance with Section 903.2.8. Quick-response or residential automatic sprinklers shall be installed in accordance with Section 903.3.2. 420.3 Floor assemblies separating dwelling units in the same buildings, floor assemblies separating sleeping units in the same building and floor assemblies separating dwelling or sleeping units from other occupancies contiguous to them in the same building shall be constructed as horizontal assemblies in accordance with Section 711. 420.2 Walls separating dwelling units in the same building, walls separating sleeping units in the same building and walls separating dwelling or sleeping units from other occupancies contiguous to them in the same building shall be constructed as fire partitions in accordance with Section 708. 406.5.8An open parking garage shall be equipped with a standpipe system as required by Section 905.3. 406.5.4Open Parking Garage, Type IA : max area = unlimited; max. height = unlimited 406.5.2 For natural ventilation purposes, the exterior side of the structure shall have uniformly distributed openings on two or more sides. The area of such openings in exterior walls on a tier shall be not less than 20 percent of the total perimeter wall area of each tier. The aggregate length of the openings considered to be providing natural ventilation shall be not less than 40 percent of the perimeter of the tier. Interior walls shall be not less than 20 percent open with uniformly distributed openings.Exception: Openings are not required to be distributed over 40 percent of the building perimeter where the required openings are uniformly distributed over two opposing sides of the building. 406.5.1Open parking garages shall be of Type I construction. Open parking garages shall meet the design requirements of Chapter 16. 406.2.3 Where parking is provided, accessible parking spaces, access aisles and vehicular routes serving accessible parking shall be provided in accordance with Section 1106. 406.2.2The clear height of each floor level in vehicle and pedestrian traffic areas shall be 7ft minimum. 311.3Parking S2 Use Group (Level 1) 310.3, 303.1.2 Residential R2 Use Group (Levels 2-5) 304.1, 309.1 Business B, Mercantile M (Level 1) 303.3Assembly A-2 (Level 1) SECTION2020 BUILIDNG CODE OF NEW YORK STATE The building will be a new 5 story mid-rise development. The building will be a mixed-use development, 4 levels of Type VA constructionon on 1 level Type IA podium, at grade. The First floor will include retail, open parking, residential lobby and amenity spaces. The Second, Third and Fourth floors will include residential units. The Fifth floor will include residential units and a roof terrace. 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE 2020 FIRE CODE OF NEW YORK STATE 2017 NATIONAL ELECTRICAL CODE 2020 PLUMBING CODE OF NEW YORK STATE 2020 MECHANICAL CODE OF NEW YORK STATE ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES - ICC A117.1 2009 2020 BUILDING CODE OF NEW YORK STATE 1005.5 Where more than one exit, or access to more than one exit, is required, the means of egress shall be configured such that the loss of any one exit, or access to one exit, shall not reduce the available capacity or width to less than 50 percent of the required capacity or width. 1005.3.2 Exception 1: For other than Group H and I-2 occupancies, the capacity, in inches, of means of egress components other than stairways shall be calculated by multiplying the occupant load served by such component by a means of egress capacity factor of 0.15 inch (3.8 mm) per occupant in buildings equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1 and an emergency voice/alarm communication system in accordance with Section 907.5.2.2. 1005.3.1 Exception 1: For other than Group H and I-2 occupancies, the capacity, in inches, of means of egress stairways shall be calculated by multiplying the occupant load served by such stairways by a means of egress capacity factor of 0.2 inch (5.1 mm) per occupant in buildings equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1 and an emergency voice/alarm communication system in accordance with Section 907.5.2.2. 1004.9 Every room or space that is an assembly occupancy shall have the occupant load of the room or space posted in a conspicuous place, near the main exit or exit access doorway from the room or space, for the intended configurations. Posted signs shall be of an approved permanent design. 1004.7 Yards, patios, occupied roofs, courts and similar outdoor areas accessible to and usable by the building occupants shall be provided with means of egress as required by this chapter. The occupant load of such outdoor areas shall be assigned by the building official in accordance with the anticipated use. Where outdoor areas are to be used by persons in addition to the occupants of the building, and the path of egress travel from the outdoor areas passes through the building, means of egress requirements for the building shall be based on the sum of the occupant loads of the building plus the outdoor areas. Exceptions: 1.Outdoor areas used exclusively for service of the building need only have one means of egress. 2.Outdoor areas associated with individual dwelling units of Group R-2. 1004.5 Occupant Loads: Assembly(unconcentrated) - 15ft² (net) Business - 150ft² Exercise Rooms - 50ft² Mechanical Equipment - 300ft² Mercantile - 60ft² Parking Garages - 200ft² Residential - 200ft² Storage - 300ft² 1003.5 Where changes in elevation of less than 12 inches exist in the means of egress, sloped surfaces shall be used. Where the slope is greater than one unit vertical in 20 units horizontal (5-percent slope), ramps complying with Section 1012 shall be used. Where the difference in elevation is 6 inches or less, the ramp shall be equipped with either handrails or floor finish materials that contrast with adjacent floor finish materials. Exceptions: 1.A single step with a maximum riser height of 7 inches is permitted for buildings with occupancies in Groups F, H, R-2, R-3, S and U at exterior doors not required to be accessible by Chapter 11. 2.A stair with a single riser or with two risers and a tread is permitted at locations not required to be accessible by Chapter 11 where the risers and treads comply with Section 1011.5, the minimum depth of the tread is 13 inches and not less than one handrail complying with Section 1014 is provided within 30 inches of the centerline of the normal path of egress travel on the stair. 1003.3.4Protruding objects shall not reduce the minimum clear width of accessible routes. 1003.3.3 Objects with leading edges more than 27 inches and not more than 80 inches above the finished floor shall not project horizontally more than 4 inches (102 mm) into the circulation path. Exception: Handrails are permitted to protrude 41/2 inches from the wall or guard. 1003.3.1 Protruding objects are permitted to extend below the minimum ceiling height required by Section 1003.2 where a minimum headroom of 80 inches (2032 mm) is provided over any circulation paths, including walks, corridors, aisles and passageways. Not more than 50 percent of the ceiling area of a means of egress shall be reduced in height by protruding objects. Exception: Door closers and stops shall not reduce headroom to less than 78 inches. A barrier shall be provided where the vertical clearance above a circulation path is less than 80 inches high above the finished floor. The leading edge of such a barrier shall be located 27 inches maximum above the finished floor. 1003.2 The means of egress shall have a ceiling height of not less than 7 feet 6 inches (2286 mm) above the finished floor. Exceptions: 2.Ceilings of dwelling units and sleeping units within residential occupancies in accordance with Section 1207.2. 3.Allowable projections in accordance with Section 1003.3. 4.Stair headroom in accordance with Section 1011.3. 5.Door height in accordance with Section 1010.1.1. 7.The clear height of floor levels in vehicular and pedestrian traffic areas of public and private parking garages in accordance with Section... 915.1 Carbon monoxide alarms and carbon monoxide detection shall be installed in new and existing buildings in accordance with Section 915 of the Fire Code of New York State. 912.6 The potable water supply to automatic sprinkler and standpipe systems shall be protected against backflow as required by the Plumbing Code of New York State. 912.5 A metal sign with raised letters not less than 1 inch (25 mm) in size shall be mounted on all fire department connections serving automatic sprinklers, standpipes or fire pump connections. Such signs shall read: AUTOMATIC SPRINKLERS or STANDPIPES or TEST CONNECTION or a combination thereof as applicable. Where the fire department connection does not serve the entire building, a sign shall be provided indicating the portions of the building served. 912Fire department connections required. 907.5.2.3.3 In Group R-2 occupancies required by Section 907 to have a fire alarm system, each story that contains dwelling units and sleeping units shall be provided with the capability to support visible alarm notification appliances in accordance with Chapter 10 of ICC A117.1. Such capability shall accommodate wired or wireless equipment. The future capability shall include one of the following: 1.The interconnection of the building fire alarm system with the unit smoke alarms. 2.The replacement of audible appliances with combination audible/visible appliances. 3.The future extension of the existing wiring from the unit smoke alarm locations to required locations for visible appliances. 907.5.2.3.1Visible alarm notification appliances shall be provided in public use areas and common use areas. 907.5.2.1 Audible alarm notification appliances shall be provided and emit a distinctive sound that is not to be used for any purpose other than that of a fire alarm. 907.5 A fire alarm system shall annunciate at the fire alarm control unit and shall initiate occupant notification upon activation, in accordance with Sections 907.5.1 through 907.5.2.3.3. Where a fire alarm system is required by another section of this code, it shall be activated by: 1.Automatic fire detectors. 2.Automatic sprinkler system waterflow devices. 3.Manual fire alarm boxes. 4.Automatic fire-extinguishing systems 907.3 Automatic fire detectors utilized for the purpose of performing fire safety functions shall be connected to the building’s fire alarm control unit where a fire alarm system is required by Section 907.2. Detectors shall, upon actuation, perform the intended function and activate the alarm notification appliances or activate a visible and audible supervisory signal at a constantly attended location. In buildings not equipped with a fire alarm system, the automatic fire detector shall be powered by normal electrical service and, upon actuation, perform the intended function. The detectors shall be located in accordance with NFPA 72. 907.2.10.5 Where more than one smoke alarm is required to be installed within an individual dwelling unit or sleeping unit in Group R occupancies, the smoke alarms shall be interconnected in such a manner that the activation of one alarm will activate all of the alarms in the individual unit. Physical interconnection of smoke alarms shall not be required where listed wireless alarms are installed and all alarms sound upon activation of one alarm. The alarm shall be clearly audible in all bedrooms over background noise levels with all intervening doors closed. 907.2.10.2Single- or multiple-station smoke alarms shall be installed and maintained in Groups R-2 907.2.9.1 Exception 2: Manual fire alarm boxes are not required where the building is equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1 and the occupant notification appliances will automatically activate throughout the notification zones upon a sprinkler water flow. 907.2Manual fire alarm box is not required for R-2 occupancies 906.3Maximum distance of travel to extinguisher = 75ft 905.3.1Exception 1: Class I standpipes allowed in buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1 903.3.1.1NFPA13 sprinkler system required. 903.2.8An automatic sprinkler system installed in accordance with Section 903.3 shall be provided throughout all buildings with a Group R fire area. 901.6.2Fire alarm system required. 901.6.3Fire alarm systems shall be monitored by an approved supervising station in accordance with NFPA 72 901.6.1Automatic sprinkler systems shall be monitored by an approved supervising station. 804.4.1 In all occupancies, interior floor covering materials shall comply with the requirements of the DOC FF-1 “pill test” (CPSC 16 CFR Part 1630) or with ASTM D2859. 803.13 Interior wall and ceiling finish requirements by occupancy: Groups B & M: Exit Enclosures & Passageways = B, Corridors & Enclosed Spaces = C Groups R-2 & S: Exit Enclosures & Passageways = C, Corridors & Enclosed Spaces = C 718.2.6 Fireblocking shall be installed within concealed spaces of exterior wall coverings and other exterior architectural elements where permitted to be of combustible construction as specified in Section 1405 or where erected with combustible frames. Fireblocking shall be installed at maximum intervals of 20 feet (6096 mm) in either dimension so that there will be no concealed space exceeding 100 square feet (between fireblocking. Where wood furring strips are used, they shall be of approved wood of natural decay resistance or preservative-treated wood. If noncontinuous, such elements shall have closed ends, with not less than 4 inches (102 mm) of separation between sections. Exceptions: 2.Fireblocking shall not be required where the exterior wall covering is installed on noncombustible framing and the face of the exterior wall covering exposed to the concealed space is covered by one of approved noncombustible materials. 3.Fireblocking shall not be required where the exterior wall covering has been tested in accordance with, and complies with the acceptance criteria of, NFPA 285. The exterior wall covering shall be installed as tested in accordance with NFPA 285. 718.2.4 Fireblocking shall be provided in concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairways shall comply with Section 1011.7.3. 718.2.3 Fireblocking shall be provided at interconnections between concealed vertical stud wall or partition spaces and concealed horizontal spaces created by an assembly of floor joists or trusses, and between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings, cove ceilings and similar locations. 718.2.2 Fireblocking shall be provided in concealed spaces of stud walls and partitions, including furred spaces, and parallel rows of studs or staggered studs, as follows: Vertically at the ceiling and floor levels & horizontally at intervals not exceeding 10 feet. 718.2 In combustible construction, fireblocking shall be installed to cut off concealed draft openings (both vertical and horizontal) and shall form an effective barrier between floors, between a top story and a roof or attic space. Fireblocking shall be installed in the locations specified in Sections 718.2.2 through 718.2.7. 716.2.2.6 Smoke activated doors: shall be permitted to have hold-open devices. Doors shall automatically close by the actuation of smoke detectors installed in accordance with Section 907.3 or by loss of power to the smoke detector or hold-open device. Doors that are automatic-closing by smoke detection shall not have more than a 10-second delay before the door starts to close after the smoke detector is actuated. 716.2.6.3Chute intake doors shall be positive latching, remaining latched and closed in the event of latch spring failure during a fire emergency. 716.2.6.2 Unless otherwise specifically permitted, single side-hinged swinging fire doors and both leaves of pairs of side-hinged swinging fire doors shall be provided with an active latch bolt that will secure the door when it is closed. 716.1 Openings in Fire Assemblies: 2 hour rated assemblies require a 1 ½ hour rated door; 1 hour rated shafts require a 1 hour rated door; 1 hour rated assemblies(non-shaft, non-corridor) require a 45 minute rated door; 1 hour rated corridor walls and ½ hour rated assemblies require a 20 minute door. 714.5.1.2 (Horizontal assemblies ) Through penetrations shall be protected by an approved through-penetration firestop system installed and tested in accordance with ASTM E814 or UL 1479, with a minimum positive pressure differential of 0.01 inch of water (2.49 Pa). The system shall have an F rating/T rating of not less than 1 hour but not less than the required rating of the floor penetrated. Exceptions: 1.Floor penetrations contained and located within the cavity of a wall above the floor or below the floor do not require a T rating. 2.Floor penetrations by floor drains, tub drains or shower drains contained and located within the concealed space of a horizontal assembly do not require a T rating. 3.Floor penetrations of maximum 4-inch nominal diameter metal conduit or tubing penetrating directly into metal-enclosed electrical power switchgear do not require a T rating. 714.4.1.2 (Fire-resist ance-rate... Through penetrations shall be protected by an approved penetration firestop system installed as tested in accordance with ASTM E814 or UL 1479, with a minimum positive pressure differential of 0.01 inch (2.49 Pa) of water and shall have an F rating of not less than the required fire-resistance rating of the wall penetrated. 713.14Elevator and other hoistway enclosures shall be constructed in accordance with Sections 712 and 713, and Chapter 30. 713.13.4 Waste chutes shall discharge into an enclosed room separated by fire barriers with a fire-resistance rating not less than the required fire rating of the shaft enclosure and constructed in accordance with Section 707 or horizontal assemblies constructed in accordance with Section 711, or both. Openings into the discharge room from the remainder of the building shall be protected by opening protectives having a fire protection rating equal to the protection required for the shaft enclosure. Doors shall be self- or automatic-closing upon the detection of smoke in accordance with Section 716.2.6.6. 713.13.3 Access openings for waste chutes shall be located in rooms or compartments enclosed by not less than 1-hour fire barriers constructed in accordance with Section 707 or horizontal assemblies constructed in accordance with Section 711, or both. Openings into the access rooms shall be protected by opening protectives having a fire protection rating of not less than 3/4 hour. Doors shall be self- or automatic-closing upon the detection of smoke in accordance with Section 716.2.6.6. The room or compartment shall be configured to allow the access door to the room or compartment to close and latch with the access panel to the refuse chute in any position. 713.13.1 A shaft enclosure containing a recycling or waste chute shall not be used for any other purpose and shall be enclosed in accordance with Section 713.4. A shaft enclosure shall be permitted to contain recycling and waste chutes. Openings into the shaft, from access rooms and discharge rooms, shall be protected in accordance with this section and Section 716. Openings into chutes shall not be located in corridors. Doors into chutes shall be self-closing. Discharge doors shall be self-or automatic-closing upon the actuation of a smoke detector in accordance with Section 716.2.6.6, except that heat-activated closing devices shall be permitted between the shaft and the discharge room. 713.7 Openings in a shaft enclosure shall be protected in accordance with Section 716 as required for fire barriers. Doors shall be self- or automatic-closing by smoke detection in accordance with Section 716.2.6.6. SECTION 1013.3 Exit signs shall be internally or externally illuminated. Exception: Tactile signs required by Section 1013.4 need not be provided with illumination. 1013.1 Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. The path of egress travel to exits and within exits shall be marked by readily visible exit signs to clearly indicate the direction of egress travel in cases where the exit or the path of egress travel is not immediately visible to the occupants. Intervening means of egress doors within exits shall be marked by exit signs. Exit sign placement shall be such that any point in an exit access corridor or exit passageway is within 100 feet (30 480 mm) or the listed viewing distance of the sign, whichever is less, from the nearest visible exit sign. Exceptions: 1.Exit signs are not required in rooms or areas that require only one exit or exit access. 2.Main exterior exit doors or gates that are obviously and clearly identifiable as exits need not have exit signs where approved by the building official. 3.Exit signs are not required individual sleeping units or dwelling units in Group R-2. 1012.10.2 The floor or ground surface of the ramp run or landing shall extend 12 inches minimum beyond the inside face of a handrail complying with Section 1014. 1012.10.1 A curb, rail, wall or barrier shall be provided to serve as edge protection. A curb shall be not less than 4 inches in height. Barriers shall be constructed so that the barrier prevents the passage of a 4-inch-diameter sphere, where any portion of the sphere is within 4 inches of the floor or ground surface. 1012.10 Edge protection complying with Section 1012.10.1 or 1012.10.2 shall be provided on each side of ramp runs and at each side of ramp landings. Exceptions: 1.Edge protection is not required on ramps that are not required to have handrails, provided they have flared sides that comply with the ICC A117.1 curb ramp provisions. 2.Edge protection is not required on the sides of ramp landings serving an adjoining ramp run or stairway. 3.Edge protection is not required on the sides of ramp landings having a vertical dropoff of not more than 1/2 inch within 10 inches horizontally of the required landing area. 1012.9Guards shall be provided where required by Section 1015 and shall be constructed in accordance with Section 1015. 1012.8Ramps with a rise greater than 6 inches shall have handrails on both sides. Handrails shall comply with Section 1014. 1012.6.4The landing length shall be 60 inches minimum. 1012.6.2The landing width shall be not less than the width of the widest ramp run adjoining the landing. 1012.6.1Landings shall have a slope not steeper than one unit vertical in 48 units horizontal (2% slope) in any direction. Changes in level are not... 1012.5.3 Means of egress ramps shall not reduce in width in the direction of egress travel. Projections into the required ramp and landing width are prohibited. Doors opening onto a landing shall not reduce the clear width to less than 42 inches. 1012.5.2 The minimum headroom in all parts of the means of egress ramp shall be not less than 80 inches above the finished floor of the ramp run and any intermediate landings. The minimum clearance shall be maintained for the full width of the ramp and landing. 1012.5.1 The minimum width and required capacity of a means of egress ramp shall be not less than that required for corridors by Section 1020.2. The clear width of a ramp between handrails, if provided, or other permissible projections shall be 36 inches minimum. 1012.4The rise for any ramp run shall be 30 inches maximum. 1012.3The slope measured perpendicular to the direction of travel of a ramp shall not be steeper than one unit vertical in 48 units horizontal (2% slope). 1012.2 Ramps used as part of a means of egress shall have a running slope not steeper than one unit vertical in 12 units horizontal (8-percent slope). The slope of other pedestrian ramps shall not be steeper than one unit vertical in eight units horizontal (12.5-percent slope). 1011.13 Guards shall be provided along stairways and landings where required by Section 1015 and shall be constructed in accordance with Section 1015. Where the roof hatch opening providing the required access is located within 10 feet of the roof edge, such roof access or roof edge shall be protected by guards installed in accordance with Section 1015. 1011.12.2 Exception: In buildings without an occupied roof, access to the roof shall be permitted to be a roof hatch or trap door not less than 16 square feet in area and having a minimum dimension of 2 feet. 1011.12 Exception: In buildings without an occupied roof access to the roof from the top story shall be permitted to be by an alternating tread device, a ship’s ladder or a permanent ladder. 1011.11Flights of stairways shall have handrails on each side and shall comply with Section 1014. 1011.8A flight of stairs shall not have a vertical rise greater than 12 feet between floor levels or landings. 1011.6 There shall be a floor or landing at the top and bottom of each stairway. The width of landings, measured perpendicularly to the direction of travel, shall be not less than the width of stairways served. Every landing shall have a minimum depth, measured parallel to the direction of travel, equal to the width of the stairway or 48 inches, whichever is less. Doors opening onto a landing shall not reduce the landing to less than one-half the required width. When fully open, the door shall not project more than 7 inches into a landing. 1011.5.5.3Risers shall be solid. 1011.5.5.2 Nosing projections of the leading edges shall be of uniform size, including the projections of the nosing’s leading edge of the floor at the top of a flight. 1011.5.5.1The leading edge (nosings) of treads shall project not more than 11/4 inches beyond the tread below. 1011.5.5 Nosings shall have a curvature or bevel of not less than 1/16 inch but not more than 9/16 inch from the foremost projection of the tread. Risers shall be solid and vertical or sloped under the tread above from the underside of the nosing above at an angle not more than 30 degrees (0.52 rad) from the vertical. 1011.5.4 Stair treads and risers shall be of uniform size and shape. The tolerance between the largest and smallest riser height or between the largest and smallest tread depth shall not exceed 3/8 inch in any flight of stairs. The greatest winder tread depth at the walkline within any flight of stairs shall not exceed the smallest by more than 3/8 inch. 1011.3 Stairways shall have a headroom clearance of not less than 80 inches measured vertically from a line connecting the edge of the nosings. Such headroom shall be continuous above the stairway to the point where the line intersects the landing below, one tread depth beyond the bottom riser. The minimum clearance shall be maintained the full width of the stairway and landing. 1011.2 The required capacity of stairways shall be determined as specified in Section 1005.1, but the minimum width shall be not less than 44 inches. See Section 1009.3 for accessible means of egress stairways. 1010.1.9.2 Door handles, pulls, latches, locks and other operating devices shall be installed 34 inches minimum and 48 inches maximum above the finished floor. Locks used only for security purposes and not used for normal operation are permitted at any height. 1010.1.8 Space between two doors in a series shall be 48 inches minimum plus the width of a door swinging into the space. Doors in a series shall swing either in the same direction or away from the space between the doors. Exception 3.Doors within individual dwelling units in Groups R-2 other than within Type A dwelling units. 1010.1.7 Thresholds at doorways shall not exceed 3/4 inch in height above the finished floor or landing for sliding doors serving dwelling units or 1/2 inch above the finished floor or landing for other doors. Raised thresholds and floor level changes greater than 1/4 inch at doorways shall be beveled with a slope not greater than one unit vertical in two units horizontal (50-percent slope). 1010.1.6 Landings shall have a width not less than the width of the stairway or the door, whichever is greater. Doors in the fully open position shall not reduce a required dimension by more than 7 inches. Where a landing serves an occupant load of 50 or more, doors in any position shall not reduce the landing to less than one-half its required width. Landings shall have a length measured in the direction of travel of not less than 44 inches. 1010.1.5 There shall be a floor or landing on each side of a door. Such floor or landing shall be at the same elevation on each side of the door. Landings shall be level except for exterior landings, which are permitted to have a slope not to exceed 0.25 unit vertical in 12 units horizontal (2-percent slope). Exceptions: 2.Exterior doors as provided for in Section 1003.5, Exception 1, and Section 1022.2, which are not on an accessible route. 4.Variations in elevation due to differences in finish materials, but not more than 1/2 inch. 5.Exterior decks, patios or balconies that are part of Type B dwelling units, have impervious surfaces and that are not more than 4 inches below the finished floor level of the adjacent interior space of the dwelling unit. 6.Doors serving equipment spaces not required to be accessible in accordance with Section 1103.2.9 and serving an occupant load of five or less shall be permitted to have a landing on one side to be not more than 7 inches above or below the landing on the egress side of the door. 1010.1.2.1 Pivot or side-hinged swinging doors shall swing in the direction of egress travel where serving a room or area containing an occupant load of 50 or more persons. 1010.1.2 Egress doors shall be of the pivoted or side-hinged swinging type. Exceptions: 1.Office and storage areas with an occupant load of 10 or less. 4.Doors within or serving a single dwelling unit in Groups R-2. 1010.1.1 The required capacity of each door opening shall be sufficient for the occupant load thereof and shall provide a minimum clear opening width of 32 inches. The clear opening width of doorways with swinging doors shall be measured between the face of the door and the stop, with the door open 90 degrees (1.57 rad). Where this section requires a minimum clear opening width of 32 inches and a door opening includes two door leaves without a mullion, one leaf shall provide a minimum clear opening width of 32 inches. The maximum width of a swinging door leaf shall be 48 inches nominal. The minimum clear opening height of doors shall be not less than 80 inches. Exceptions: 1.In Group R-2 dwelling and sleeping units that are not required to be an Accessible unit, Type A unit or Type B unit, the minimum and maximum width shall not apply to door openings that are not part of the required means of egress. 3.Door openings to storage closets less than 10 square feet in area shall not be limited by the minimum clear opening width. 6.Door openings within a dwelling unit or sleeping unit shall have a minimum clear opening height of 78 inches. 7.In dwelling and sleeping units that are not required to be Accessible, Type A or Type B units, exterior door openings other than the required exit door shall have a minimum clear opening height of 76 inches. 9.Door openings required to be accessible within Type B units shall have a minimum clear opening width of 31.75 inches. 1009.10 Directional signage indicating the location of all other means of egress and which of those are accessible means of egress shall be provided at the following: 1.At exits serving a required accessible space but not providing an approved accessible means of egress. 2.At elevator landings. 1009.8.2 Directions for the use of the two-way communication system, instructions for summoning assistance via the two-way communication system and written identification of the location shall be posted adjacent to the two-way communication system. Signage shall comply with the ICC A117.1 requirements for visual characters. 1009.8.1 Two-way communication systems shall provide communication between each required location and the fire command center or a central control point location approved by the fire department. Where the central control point is not a constantly attended location, a two-way communication system shall have a timed automatic telephone dial-out capability to a monitoring location or 9-1-1. The two-way communication system shall include both audible and visible signals. 1009.8 A two-way communication system complying with Sections 1009.8.1 and 1009.8.2 shall be provided at the landing serving each elevator or bank of elevators on each accessible floor that is one or more stories above or below the level of exit discharge. Exception 4: Two-way communication systems are not required at the landings serving only freight elevators. 1009.4.2 Exception 2: Areas of refuge are not required in buildings and facilities equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1. 1009.4.1 The elevator shall meet the emergency operation and signaling device requirements of Section 2.27 of ASME A17.1/CSA B44. Standby power shall be provided in accordance with Chapter 27 and Section 3003. 1009.4In order to be considered part of an accessible means of egress, an elevator shall comply with Sections 1009.4.1 and 1009.4.2. 1009.3.3 Exception 2: Areas of refuge are not required at stairways in buildings equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1 1009.3.2 Exception 1:The clear width of 48 inches (1219 mm) between handrails is not required in buildings equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1 or 903.3.1.2. 1009.2.1 In buildings where a rerquired accessible floor is four or more stories above or below the level of exit discharge, not less than one required accessible means of egress shall be an elevator complying with Section 1009.4. 1007.1.1 Where two exits are required from any portion of the exit access, they shall be placed a distance apart equal to not less than one-half of the length of the maximum overall diagonal dimension of the building or area to be served measured in a straight line between them. Exception 2: Where a building is equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1, the separation distance shall be not less than one-third of the length of the maximum overall diagonal dimension of the area served. 1006.3.2 Minimum number of exits or access to exits per story: occupant load 1-500 = 2, occupant load 501-1,000 = 3, occupant load > 1,000 = 4 1006.3 The means of egress system serving any story or occupied roof shall be provided with the number of separate and distinct exits or access to exits based on the aggregate occupant load served in accordance with this section. Where stairways serve more than one story, only the occupant load of each story considered individually shall be used in calculating the required number of exits or access to exits serving that story. 1006.2.1 Two exits or exit access doorways from any space shall be provided where the design occupant load or the common path of egress travel distance exceeds: A, M = 49 occupants, 75ft; B = 49 occupants, 100ft; R-2 = 25 occupants, 125ft; S = 29 occupants, 100ft 1005.7.1 Doors, when fully opened, shall not reduce the required width by more than 7 inches (178 mm). Doors in any position shall not reduce the required width by more than one-half. Exceptions: 1.Surface-mounted latch release hardware shall be exempt from inclusion in the 7-inch maximum (178 mm) encroachment where both of the following conditions exist: 1.1.The hardware is mounted to the side of the door facing away from the adjacent wall where the door is in the open position. 1.2.The hardware is mounted not less than 34 inches (865 mm) nor more than 48 inches (1219 mm) above the finished floor. 2.The restrictions on door swing shall not apply to doors within individual dwelling units and sleeping units of Group R-2 occupancies. SECTION 1111.1 Required accessible elements shall be identified by the International Symbol of Accessibility at the following locations. 1.Accessible parking spaces required by Section 1106.1. 2.Accessible parking spaces required by Section 1106.2. 3.Accessible passenger loading zones. 7.Family or assisted-use toilet and bathing rooms. 1110.4.10At least one of each type of exercise machine and equipment shall be on an accessible route. 1109.7Passenger elevators on an accessible route shall be accessible and comply with Chapter 30. 1109.3 Where sinks are provided, at least 5% but not less than one provided in accessible spaces shall be accessible. Exception: Mop or service sinks are not required to be accessible. 1109.2.3 Where lavatories are provided, at least 5%, but not less than one, shall be accessible. Where an accessible lavatory is located within the accessible water closet compartment at least one additional accessible lavatory shall be provided in the multicompartment toilet room outside the water closet compartment. Where the total lavatories provided in a toilet room or bathing facility is six or more, at least one lavatory with enhanced reach ranges shall be provided. 1109.2.2 Where water closet compartments are provided in a toilet room or bathing room, at least 5% of the total number of compartments shall be wheelchair accessible. Where the combined total water closet compartments and urinals provided in a toilet room or bathing room is six or more, at least 5 % of the total number of compartments shall be ambulatory accessible, provided in addition to the wheelchair-accessible compartment. 1109.2 Each toilet room and bathing room shall be accessible. Except as provided for in Sections 1109.2.2 and 1109.2.3, at least one of each type of fixture, element, control or dispenser in each accessible toilet room and bathing room shall be accessible. Exceptions: 2.This section is not applicable to toilet and bathing rooms that serve dwelling units or sleeping units that are not required to be accessible by Section 1107. 3.Where multiple single-user toilet rooms or bathing rooms are clustered at a single location, at least 50% but not less than one room for each use at each cluster shall be accessible. 4.Where no more than one urinal is provided in a toilet room or bathing room, the urinal is not required to be accessible. 1108.3Minimum number of required accessible self-service storage facilites: 5%, but not less than 1 1107.6.2.2. 2 Where there are four or more dwelling units or sleeping units intended to be occupied as a residence in a single structure, every dwelling unit and sleeping unit intended to be occupied as a residence shall be a Type B unit. 1107.4 Not fewer than one accessible route shall connect accessible building or facility entrances with the primary entrance of each Accessible unit, Type A unit and Type B unit within the building or facility and with those exterior and interior spaces and facilities that serve the units. 1107.3 Rooms and spaces available to the general public or available for use by residents and serving Accessible units, Type A units or Type B units shall be accessible. Accessible spaces shall include toilet and bathing rooms, kitchen, living and dining areas and any exterior spaces, including patios, terraces and balconies. 1107.2.2 Type B unit toilet and bathing facilities: At least one toilet and bathing facility in the dwelling unit or sleeping unit shall be constructed in accordance with the toilet and bathing facilities requirements of Section 1003.11 of ICC A117.1 (Type A Unit Toilet and Bathing Facilities). 1107.2.1 Type B unit doors: Clear width and maneuvering clearances required by Sections 404.2.2 and 404.2.3 of ICC A117.1 shall be provided at the primary entrance door to the dwelling unit or sleeping unit and at all other doors within the dwelling unit or sleeping unit meant for human passage. Exception: Maneuvering clearances shall not be required at doors of a room containing only a lavatory and a water closet, provided the room does not contain the only lavatory or water closet on the accessible level of the unit. 1107.2 Dwelling units and sleeping units that are required to be Accessible units, Type A units and Type B units shall comply with the applicable portions of Chapter 10 of ICC A117.1. Units required to be Type A units are permitted to be designed and constructed as Accessible units. Units required to be Type B units are permitted to be designed and constructed as Accessible units or as Type A units. 1106.6Accessible parking spaces shall be located on the shortest accessible route of travel from adjacent parking to an accessible building entrance. 1106.5 For every six or fraction of six accessible parking spaces, at least one shall be a van-accessible parking space: Dimensions = 8' x 18' with 8ft access aisle - ICC A117.1 Section 502.2, with exception. 1106.2 In Group R-2 occupancies that are required to have Accessible, Type A or Type B dwelling units or sleeping units, at least 2 percent, but not less than one, of each type of parking space provided shall be accessible. 1106.1.1 Accessible parking spaces shall be in conformance with ICC A117.1 except that spaces shall be provided with access aisles at least 8 feet in width. Each access aisle shall be provided with a sign, in accordance with Section 1111.5 1106.1Required number of accessible parking spaces = 3 (out of 51 - 75 total provided) 1105.1.7 At least one accessible entrance shall be provided to each dwelling unit and sleeping unit in a facility. Exception: An accessible entrance is not required to dwelling units and sleeping units that are not required to be Accessible units, Type A units or Type B units. 1105.1.6 At least one accessible entrance shall be provided to each tenant in a facility. Exception: An accessible entrance is not required to self-service storage facilities that are not required to be accessible. 1105.1At least 60% of all public entrances shall be accessible. 1028.5The exit discharge shall provide a direct and unobstructed access to a public way. 1028.3Exit discharge components shall be sufficiently open to the exterior so as to minimize the accumulation of smoke and toxic gases. 1028.2 The minimum width or required capacity of the exit discharge shall be not less than the minimum width or required capacity of the exits being served. 1028.1 Exits shall discharge directly to the exterior of the building. The exit discharge shall be at grade or shall provide a direct path of egress travel to grade. The exit discharge shall not reenter a building. Exception 1: Not more than 50 percent of the number and minimum width or required capacity of interior exit stairways and ramps is permitted to egress through areas on the level of discharge provided that all of the following conditions are met: 1.1.Discharge of interior exit stairways and ramps shall be provided with a free and unobstructed path of travel to an exterior exit door and such exit is readily visible and identifiable from the point of termination of the enclosure. 1.2.The entire area of the level of exit discharge is separated from areas below by construction conforming to the fire-resistance rating for the enclosure. 1.3.The egress path from the interior exit stairway and ramp on the level of exit discharge is protected throughout by an approved automatic sprinkler system. Portions of the level of exit discharge with access to the egress path shall be equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1 1023.9 A sign shall be provided at each floor landing in an interior exit stairway and ramp connecting more than three stories designating the floor level, the terminus of the top and bottom of the interior exit stairway and ramp and the identification of the stairway or ramp. The signage shall state the story of and direction to the exit discharge, and the availability of roof access from the interior exit stairway and ramp for the fire department. The sign shall be located 5 feet above the floor landing in a position that is readily visible when the doors are in the open and closed positions. In addition to the stairway identification sign, a floor-level sign in visual characters, raised characters and braille complying with ICC A117.1 shall be located at each floor-level landing adjacent to the door leading from the interior exit stairway and ramp into the corridor to identify the floor level. 1023.3Interior exit stairways and ramps shall terminate at an exit discharge or a public way. 1023.2 Enclosures for interior exit stairways and ramps shall be constructed as fire barriers in accordance with Section 707 or horizontal assemblies constructed in accordance with Section 711, or both. Interior exit stairway and ramp enclosures shall have a fire-resistance rating of not less than 2 hours where connecting four stories or more. 1022.2.2Exterior exit doors shall lead directly to the exit discharge or the public way. 1020.6 Fire-resistance-rated corridors shall be continuous from the point of entry to an exit, and shall not be interrupted by intervening rooms. Where the path of egress travel within a fire-resistance-rated corridor to the exit includes travel along unenclosed exit access stairways or ramps, the fire-resistance rating shall be continuous for the length of the stairway or ramp and for the length of the connecting corridor on the adjacent floor leading to the exit. Exception 1: Foyers, lobbies or reception rooms constructed as required for corridors shall not be construed as intervening rooms. 1020.4 Exit access shall be arranged such that dead-end corridors shall not exceed 50ft. Exception 3: A dead-end corridor shall not be limited in length where the length of the dead-end corridor is less than 2.5 times the least width of the dead-end corridor. 1020.2 Minimum corridor widths: With an occupant load of less than 50 or within a dwelling unit = 36" Access to and utilization of mechanical, plumbing or electrical systems or equipment, or other not listed = 44"... 1020.1.1Elevator hoistway openings shall be protected in accordance with Section 3006.2.1. 1020.1 Corridor fire resistance-rating by occupancy type, with sprinklers: A, B, M, S = 0 hours; R (occupant load over 10) = 1/2 hour 1017.3 Exit access travel distance shall be measured from the most remote point of each room, area or space along the natural and unobstructed path of horizontal and vertical egress travel to the entrance to an exit. Exception: In open parking garages, exit access travel distance is permitted to be measured to the closest riser of an exit access stairway or the closest slope of an exit access ramp. 1017.2 Maximum exit access travel distance by occupancy type, with sprinklers: A, M, R = 250ft; B = 300 ft; S-2 = 400ft; 1015.8 Windows in Group R-2 buildings including dwelling units, where the top of the sill of an operable window opening is located less than 36 inches above the finished floor and more than 72 inches above the finished grade or other surface below on the exterior of the building, shall not allow a 4-inch-diameter sphere to pass through the opening when the window is in its largest opened position. 1015.4 Required guards shall not have openings that allow passage of a sphere 4 inches in diameter from the walking surface to the required guard height. Exceptions: 1.From a height of 36 inches to 42 inches, guards shall not have openings that allow passage of a sphere 4 3/8 inches in diameter. 2.The triangular openings at the open sides of a stair, formed by the riser, tread and bottom rail shall not allow passage of a sphere 6 inches in diameter. 3.At elevated walking surfaces for access to and use of electrical, mechanical or plumbing systems or equipment, guards shall not have openings that allow passage of a sphere 21 inches in diameter. 1015.3 Required guards shall be not less than 42 inches high, measured vertically as follows: 1.From the adjacent walking surfaces. 2.On stairways and stepped aisles, from the line connecting the leading edges of the tread nosings. 3.On ramps and ramped aisles, from the ramp surface at the guard. 1015.2.1 Where glass is used to provide a guard or as a portion of the guard system, the guard shall comply with Section 2407. Where the glazing provided does not meet the strength and attachment requirements of Section 1607.8, complying guards shall be located along glazed sides of open-sided walking surfaces. 1015.2 Guards shall be located along open-sided walking surfaces, including mezzanines, equipment platforms, aisles, stairs, ramps and landings that are located more than 30 inches measured vertically to the floor or grade below at any point within 36 inches horizontally to the edge of the open side. Guards shall be adequate in strength and attachment in accordance with Section 1607.8. Exception 1: Guards are not required on the loading side of loading docks or piers. 1014.9 Stairways shall have intermediate handrails located in such a manner that all portions of the stairway minimum width or required capacity are within 30 inches of a handrail. 1014.8 On ramps and on ramped aisles that are part of an accessible route, the clear width between handrails shall be 36 inches minimum. Projections into the required width of aisles, stairways and ramps at each side shall not exceed 41/2 inches at or below the handrail height. Projections into the required width shall not be limited above the minimum headroom height required in Section 1011.3. Projections due to intermediate handrails shall not constitute a reduction in the egress width. Where a pair of intermediate handrails are provided within the stairway width without a walking surface between the pair of intermediate handrails and the distance between the pair of intermediate handrails is greater than 6 inches, the available egress width shall be reduced by the distance between the closest edges of each such intermediate pair of handrails that is greater than 6 inches. 1014.7 Clear space between a handrail and a wall or other surface shall be not less than 11/2 inches. A handrail and a wall or other surface adjacent to the handrail shall be free of any sharp or abrasive elements. 1014.6 Handrails shall return to a wall, guard or the walking surface or shall be continuous to the handrail of an adjacent flight of stairs or ramp run. Where handrails are not continuous between flights, the handrails shall extend horizontally not less than 12 inches beyond the top riser and continue to slope for the depth of one tread beyond the bottom riser. At ramps where handrails are not continuous between runs, the handrails shall extend horizontally above the landing 12 inches minimum beyond the top and bottom of ramp runs. The extensions of handrails shall be in the same direction of the flights of stairs at stairways and the ramp runs at ramps. Exception 3:Handrails for alternating tread devices are permitted to terminate at a location vertically above the top and bottom risers. Handrails for alternating tread devices are not required to be continuous between flights or to extend beyond the top or bottom risers. 1014.4 Handrail gripping surfaces shall be continuous, without interruption by newel posts or other obstructions. Exception 3: 3.Handrail brackets or balusters attached to the bottom surface of the handrail that do not project horizontally beyond the sides of the handrail within 11/2 inchesof the bottom of the handrail shall not be considered obstructions. For each 1/2 inch of additional handrail perimeter dimension above 4 inches, the vertical clearance dimension of 11/2 inches shall be permitted to be reduced by 1/8 inch. 1014.3.1 Handrail height, measured above stair tread nosings, or finish surface of ramp slope, shall be uniform, not less than 34 inches and not more than 38 inches. Handrail height of alternating tread devices and ship’s ladders, measured above tread nosings, shall be uniform, not less than 30 inches and not more than 34 inches. Exception1:Where handrail fittings or bendings are used to provide continuous transition between flights, the fittings or bendings shall be permitted to exceed the maximum height. 1014.2 Handrail height, measured above stair tread nosings, or finish surface of ramp slope, shall be uniform, not less than 34 inches and not more than 38 inches. Handrail height of alternating tread devices and ship’s ladders, measured above tread nosings, shall be uniform, not less than 30 inches and not more than 34 inches. Exception1:Where handrail fittings or bendings are used to provide continuous transition between flights, the fittings or bendings shall be permitted to exceed the maximum height. 1013.4 A sign stating EXIT in visual characters, raised characters and braille and complying with ICC A117.1 shall be provided adjacent to each door to an area of refuge, providing direct access to a stairway, an exterior area for assisted rescue, an exit stairway or ramp, an exit passageway and the exit discharge. SECTION 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION CODES / ZONING 005 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 3306.9 Every excavation on a site located 5 feet or less from the street lot line shall be enclosed with a barrier not less than 6 feet in height. Where located more than 5 feet from the street lot line, a barrier shall be erected where required by the building official. Barriers shall be of adequate... 3306.8 Pedestrian protection required by this chapter shall be maintained in place and kept in good order for the entire length of time pedestrians are subject to being endangered. The owner or the owner's authorized agent, on completion of the consturuction activity, shall immediately remove walkways, debris and other obstructions and leave such public property in as good a condition as it was before such work was commenced. 3306.7 Covered walkways shall have a clear height of not less than 8 feet as measured from the floor surface to the canopy overhead. Adequate lighting shall be provided at all times. Covered walkways shall be designed to support all imposed loads. The design live load shall be not less than 150 psf for the entire structure. 3306.6 Barriers shall be designed to resist loads required in Chapter 16 unless constructed as follows: 1. Barriers shall be provided with 2-inch by 4-inch top and bottom plates. 2. The barrier material shall be boards not less than 1/4-inch thick. 3. Wood structural use panels shall be bonded with an adhesive identical to that of exterior wood structural use panels. 4. Wood structural use panels 1/4 inch or 5/16 inch in thickness shall have studs spaced not more than 2 feet on center. 5. Wood structural use panels 3/8 inch or 1/2 inch in thickness shall have studs spaced not more than 4 feet on center provided that a 2-inch by 4-inch stiffener is placed horizontally at mid-height where the stud spacing is greater than 2 feet on center. 6. Wood structural use panels 5/8 inch or thicker shall not span over 8 feet. 3306.4Construction railings shall be not less than 42 inches in height and shall be sufficient to direct pedestrians around construction areas. 3306.3 Pedestrian traffic shall be protected by a directional barricade where the walkway extends into the street. The directional barricade shall be of sufficient size and construction to direct vehicular traffic away from the pedestrian path. 3306.2 A walkway shall be provided for pedestrian travel in front of every construction and demolition site unless the applicable governing authority authorizes the sidewalk to be fenced or closed. Walkways shall be of sufficient width to accommodate the pedestrian traffic, but shall be not less than 4 feet in width. Walkways shall be provided with a durable walking surface. Walkways shall be accessible in accordance with Chapter 11 and shall be designed to support all impsed loads, and the design live load shall be not less than 150 pounds per square foot (psf). 3306.1 Pedestrians shall be protected during construction, remodeling and demolition activities as requiredby this chapter and Table 3306.1 (Barrier and covered walkway to be provided). Signs shall be provided to direct pedestrian traffic. 3202.3.3Encroachments 15 feet or more above grade shall not be limited. 3202.3.2Where the vertical clearance above grade to projecting windows, balconies, architectural features or mechanical equipment is more than 8 feet, ... 3202.3.1 Awnings, canopies, marquees and signs shall be constructed so as to support applicable loads as specified in Chapter 16. Awnings, canopies, marquees and signs with less than 15 feet of clearance above the sidewalk shall not extend into or occupy more than two-thirds the width of the sidewalk measured from the building. Stanchions or columns that support awnings, canopies, marquees and signs shall be located not less than 2 feet in from the curb line. 3202.2.3The vertical clearance from the public right-of-way to the lowest part of any awning, including valances, shall be not less than 7 feet. 3202.2.2 Columns or pilasters, including bases and moldings, shall not project more than 12 inches. Belt courses, lintels, sills, architraves, pediments and similar architectural features shall not project more than 4 inches. 3202.2 Encroachments into the public right-of-way above grade and below 8 feet in height shall be prohibited except as provided for in Sections 3202.2.1 through 3202.2.3. Doors and windows shall not open or project into the public right-of-way. 3202.1.1 A part of a building erected below grade that is necessary for structural support of the building or structure shall not project beyond the lot lines, except that the footings of street walls or their supports that are located not less than 8 feet below grade shall not project more than 12 inches beyond the street lot line. 3002.4 Where elevators are provided in buildings four or more stories above, or four or more stories below, grade plane, not fewer than one elevator shall be provided for fire department emergency access to all floors. The elevator car shall be of such a size and arrangement to accommodate an ambulance stretcher 24 inches by 84 inches with not less than 5-inch radius corners, in the horizontal, open position and shall be identified by the international symbol for emergency medical services (star of life). The symbol shall be not less than 3 inches in height and shall be placed inside on both sides of the hoistway door frame. 2902.1The required quantity of plumbing fixtures shall be provided for each type of occupancy. 1505.1Roof covering class shall be B for Type VA construction. 1207.4 An efficiency living unit shall conform to the requirements of the code except as modified herein: 1.The unit shall have a living room of not less than 220 square feet of floor area. An additional 100 square feet of floor area shall be provided for each occupant of such unit in excess of two. 2.The unit shall be provided with a separate closet. 3.The unit shall be provided with a kitchen sink, cooking appliance and refrigeration facilities, each having a clear working space of not less than 30 inches in front. Light and ventilation conforming to this code shall be provided. 4.The unit shall be provided with a separate bathroom containing a water closet, lavatory and bathtub or shower. 1207.3 Every dwelling unit shall have not less than one room that shall have not less than 120 square feet of net floor area. Other habitable rooms shall have a net floor area of not less than 70 square feet. Exception: Kitchens are not required to be of a minimum floor area. 1207.2.1 Any room with a furred ceiling shall be required to have the minimum ceiling height in two-thirds of the area thereof, but in no case shall the height of the furred ceiling be less than 7 feet. 1207.2 Occupiable spaces, habitable spaces and corridors shall have a ceiling height of not less than 7 feet 6 inches above the finished floor. Bathrooms, toilet rooms, kitchens and storage rooms shall have a ceiling height of not less than 7 feet above the finished floor. Exception 4: Corridors contained within a dwelling unit or sleeping unit in a Group R occupancy shall have a ceiling height of not less than 7 feet above the finished floor. 1207.1 Habitable spaces, other than a kitchen, shall be not less than 7 feet in any plan dimension. Kitchens shall have a clear passageway of not less than 3 feet between counter fronts and appliances or counter fronts and walls. 1206.3 Floor-ceiling assemblies between dwelling units and sleeping units or between a dwelling unit or sleeping unit and a public or service area within the structure shall have an impact insulation class rating of not less than 50, or not less than 45 if field tested, where tested in accordance with ASTM E492. 1206.2 Walls, partitions and floor-ceiling assemblies separating dwelling units and sleeping units from each other or from public or service areas shall have a sound transmission class of not less than 50, or not less than 45 if field tested, for airborne noise where tested in accordance with ASTM E90. Penetrations or openings in construction assemblies for piping; electrical devices; recessed cabinets; bathtubs; soffits; or heating, ventilating or exhaust ducts shall be sealed, lined, insulated or otherwise treated to maintain the required ratings. This requirement shall not apply to entrance doors; however, such doors shall be tight fitting to the frame and sill. 1205.3.3 The bottom of every court shall be properly graded and drained to a public sewer or other approved disposal system complying with the Plumbing Code of New York State. 1205.3.1Access shall be provide to bottom of courts for cleaning purposes. 1205.3Min. court dimension = 9ft x 16ft. 1204.3 Artificial light shall be provided that is adequate to provide an average illumination of 10 footcandles (107 lux) over the area of the room at a height of 30 inches above the floor level. 1204.2.1 For the purpose of natural lighting, any room is permitted to be considered as a portion of an adjoining room where one-half of the area of the common wall is open and unobstructed and provides an opening of not less than one-tenth of the floor area of the interior room or 25 square feet, whichever is greater. 1204.2The minimum net glazed area shall be not less than 8% of the floor area of the room served. 1204.1 Every space intended for human occupancy shall be provided with natural light by means of exterior glazed openings in accordance with Section 1204.2 or shall be provided with artificial light in accordance with Section 1204.3. Exterior glazed openings shall open directly onto a public way or onto a yard or court in accordance with Section 1205. 1202.1Building shall be provided with mechanical ventilation in accordance with the Mechanical Code of New York State. SECTION PARKINGNA49 SIDE YARDNA / ≥10ftNA / 10ft REAR YARD≥10ft / NA10.5ft / NA FRONT YARDNA / NANA / NA LOT OCCUPANCY100% / 75%92% / 61% HEIGHT52ft / 40ft52ft by right / 42ft w/ approved variance: City of Ithaca, BZA Appeal #3172 ZONINGCBD-52 / B-2D TOTAL LOT AREA33,673ft²29,386ft² REQUIREDPROVIDED ZONING ANALYSIS 317.4.5Fueled equipment stored on roofs and used for the care and maintenance of vegetation on roofs shall be stored in accordance with Section 313. 317.4.3 The fire code official is authorized to require a maintenance plan for vegetation placed on roofs due to the size of a roof garden, materials used or where a fire hazard exists to the building or exposures due to the lack of maintenance. 317.4.2 Excess biomass, such as overgrown vegetation, leaves and other dead and decaying material, shall be removed at regular intervals not less than two times per year. 317.4.1Supplemental irrigation shall be provided to maintain levels of hydration necessary to keep green roof plants alive and to keep dry foliage to a... 317.4Vegetation shall be maintained in accordance with Sections 317.4.1 and 317.4.2. 317.3 For all vegetated roofing systems abutting combustible vertical surfaces, a Class A-rated roof system complying with ASTM E108 or UL 790 shall be achieved for a minimum 6-foot-wide (1829 mm) continuous border placed around rooftop structures and all rooftop equipment including, but not limited to, mechanical and machine rooms, penthouses, skylights, roof vents, solar panels, antenna supports and building service equipment. 317.2 Rooftop garden or landscaped roof areas shall not exceed 15,625 square feet (1450 m2) in size for any single area with a maximum dimension of 125 feet (39 m) in length or width. A minimum 6-foot-wide (1.8 m) clearance consisting of a Class A-rated roof system complying with ASTM E108 or UL 790 shall be provided between adjacent rooftop gardens or landscaped roof areas. 317.1 Rooftop gardens and landscaped roofs shall be installed and maintained in accordance with Sections 317.2 through 317.5 and Sections 1505 and 1507.16 of the Building Code of New York State. SECTION2020 FIRE CODE OF NEW YORK STATE 1 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET GROSS AREA OF MERCANTILE: 5,132 SF GROSS AREA OF STORAGE: 15,334 SF NET AREA OF ASSEMBLY: 1,270 SF NET AREA OF ASSEMBLY: 236 SF 1HR RATED EXTERIOR WALL, BOTH SIDES -BCNYS, SECTION 705.5 79' -11" 18 sec 207' -1" 47 sec 2HR RATED WALLS AT EXIT STAIR BCNYS, SECTION 1023.2 2HR RATED WALLS AT EXIT PASSAGEWAY -BCNYS, SECTION 1023.3.1 DOOR CLEAR MIN. WIDTH = 32" * BCNYS, SECTION 1010.1.1 *A-3 OCC. = 15 NET, UNCONCENTRATED (BCNYS, SECTION 1004.5) 3,560 NSF ÷ 15 = 238 OCCUPANTS ACCESSORY STORAGE/MECH = 300 GROSS (BCNYS, SECTION 1004.5) 687 ÷ 300 = 3 OCCUPANTS EXERCISE ROOMS = 50 GROSS, UNCONCENTRATED (BCNYS, SECTION 1004.5) 1,563 GSF ÷ 50 = 32 OCCUPANTS R-2 OCC. = 200 GROSS (BCNYS, SECTION 1004.5) 332 GSF ÷ 200 = 2 OCCUPANTS 238(A-3) + 3(ACC. STOR.) + 32( EX. ROOMS) + 2(R-2) + 55(5TH FLOOR) = 330 OCCUPANTS 330 OCC. ÷ 2 EXITS = 165 OCCUPANTS DOORS: 165 x 0.15" = 25" (BCNYS, SECTION 1005.3.2, EXCEPTION 1) 25" < 32" (BCNYS, SECTION 1010.1.1) **M OCC. = 60 GROSS (BCNYS, SECTION 1004.5) 5,132 GSF ÷ 60 = 86 OCCUPANTS 86 OCCUPANTS ÷ 2 EXITS = 43 OCCUPANTS DOORS: 43 x 0.15" = 7" (BCNYS, SECTION 1005.3.2, EXCEPTION 1) 7" < 32" (BCNYS, SECTION 1010.1.1) ***S-2 OCC. = 200 GROSS (BCNYS, SECTION 1004.5) 15,334 GSF ÷ 200 = 77 OCCUPANTS ACCESSORY STORAGE/MECH = 300 GROSS (BCNYS, SECTION 1004.5) 663 ÷ 300 = 3 OCCUPANTS 80 OCC. ÷ 2 EXITS = 40 OCCUPANTS DOORS: 40 x 0.15" = 6" (BCNYS, SECTION 1005.3.2, EXCEPTION 1) 6" < 32" (BCNYS, SECTION 1010.1.1) EXIT PASSAGEWAY: 40 OCC. + 55 OCC. (5TH FLOOR) = 95 OCC. 95 x 0.15" = 14" (BCNYS, SECTION 1005.3.2, EXCEPTION 1) 14" < 44" (BCNYS, SECTION 1024.2) PLUMBING FIXTURES FITNESS CENTER = 25 OCCUPANTS YOGA STUDIO = 7 OCCUPANTS RESIDENT LOUNGE = 85 OCCUPANTS LEASING OFFICE = 16 OCCUPANTS TOTAL OCCUPANTS = 133 WATER CLOSETS = 2 (REQUIRED = 2; 1 PER 65 -BCNYS, TABLE 2902.1) LAVATORIES = 2 (REQUIRED = 1; 1 PER 200 -BCNYS, TABLE 2902.1) GROSS AREA OF ACCESSORY: 332 SF GROSS AREA OF ACCESSORY: 157 SF DOOR CLEAR MIN. WIDTH = 32" * BCNYS, SECTION 1010.1.1 DOOR CLEAR MIN. WIDTH = 32" *** BCNYS, SECTION 1010.1.1 DOOR CLEAR MIN. WIDTH = 32" *** BCNYS, SECTION 1010.1.1 EXIT PASSAGEWAY WIDTH = 44" 127' -2" 29 sec 128' -6" 29 sec DOOR CLEAR MIN. WIDTH = 32" ** BCNYS, SECTION 1010.1.1 1HR RATED SEPARATION OF OCCUPANCIES -BCNYS, SECTION 508.4 1HR RATED SEPARATION OF OCCUPANCIES BCNYS, SECTION 508.4 NET AREA OF ACCESSORY: 98 SF 0' OPENINGS NOT ALLOWED 1 HOUR 10' 45% 1 HOUR 0' OPENINGS NOT ALLOWED 1 HOUR >30' NO LIMIT NONE REQUIRED ACCESSIBLE MEANS OF EGRESS STAIR ACCESSIBLE MEANS OF EGRESS STAIR ACCESSIBLE MEANS OF EGRESS ELEVATOR ACCESSIBLE MEANS OF EGRESS STAIR FULL 27 8'-6"x18' FULL 28 8'-6"x18' FULL 29 8'-6"x18' FULL 21 8'-6"x18' FULL 22 8'-6"x18' FULL 23 8'-6"x18' FULL 30 8'-6"x18' FULL 31 8'-6"x18' FULL 32 8'-6"x18' FULL 18 8'-6"x18' FULL 19 8'-6"x18' FULL 20 8'-6"x18' FULL 12 8'-6"x18' ADA 14 8'-6"x18' FULL 15 8'-6"x18' FULL 16 8'-6"x18' FULL 17 8'-6"x18' FULL 36 8'-6"x18' FULL 33 8'-6"x18' FULL 34 8'-6"x18' FULL 35 8'-6"x18' FULL 37 8'-6"x18' FULL 38 8'-6"x18' FULL 48 8'-6"x18' FULL 49 8'-6"x18' FULL 47 8'-6"x18' FULL 45 8'-6"x18' FULL 46 8'-6"x18' FULL 44 8'-6"x18' FULL 42 8'-6"x18' FULL 43 8'-6"x18' FULL 41 8'-6"x18' FULL 39 8'-6"x18' ADA 13 8'-6"x18' FULL 40 8'-6"x18' EXIT DISCHARGE PATH GROSS AREA OF ACCESSORY: 735 SF FDC GROSS AREA OF EXERCISE ROOM: 1,230 SF NET AREA OF ASSEMBLY: 1,637 SF NET AREA OF ASSEMBLY: 231 SF GROSS AREA OF STORAGE: 210 SF GROSS AREA OF EXERCISE ROOM: 333 SF GROSS AREA OF STORAGE: 477 SF NET AREA OF ACCESSORY: 44 SF 29'-5" 5 8 ' 8 3 / 8 " GROSS AREA OF STORAGE: 290 SF GROSS AREA OF STORAGE: 373 SF FULL 2 8'-6"x18' FULL 3 8'-6"x18' FULL 1 8'-6"x18' FULL 4 8'-6"x18' FULL 6 8'-6"x18' FULL 5 8'-6"x18' FULL 7 8'-6"x18' FULL 8 8'-6"x18' FULL 9 8'-6"x18' FULL 10 8'-6"x18' FULL 11 8'-6"x18' FULL 24 8'-6"x18' FULL 25 8'-6"x18' FULL 26 8'-6"x18' 2HR RATED TRASH ROOM BCNYS, SECTION 713.13.4 10'-0"10'-0" OPEN PARKING GARAGE OPEN PARKING GARAGE 1 GROSS AREA OF RESIDENTIAL: 26,552 SF MAX. DEAD END CORRIDOR LENGTH = 50'-0" -BCNYS, SECTION 1020.4 MAX. DEAD END CORRIDOR LENGTH = 50'-0" -BCNYS, SECTION 1020.4 2HR RATED SHAFT ENCLOSURE-BCNYS, SECTION 713.4 1HR RATED WALLS AT TRASH ROOM -BCNYS, SECTION 713.13.3 2HR RATED WALLS AT EXIT STAIR BCNYS, SECTION 1023.2 2HR RATED WALLS AT EXIT STAIR BCNYS, SECTION 1023.2 2HR RATED SHAFT ENCLOSURE AT ELEVATORS -BCNYS, SECTION 713.4 1HR RATED SEPARATION OF DWELLING UNITS, TYP. BCNYS, SECTION 708.3 0.5HR RATED EGRESS ACCESS CORRIDOR WALLS -BCNYS, SECTION 1020.1 0.5HR RATED EGRESS ACCESS CORRIDOR WALLS -BCNYS, SECTION 1020.1 10' 1HR RATED EXTERIOR WALL, BOTH SIDES -BCNYS, SECTION 705.5 1HR RATED EXTERIOR WALL, BOTH SIDES -BCNYS, SECTION 705.5 1HR RATED EXTERIOR WALL, BOTH SIDES -BCNYS, SECTION 705.5 STAIR MIN. WIDTH = 44" * -BCNYS, SECTION 1011.2 DOOR CLEAR MIN. WIDTH = 32" ** BCNYS, SECTION 1010.1.1 R-2 OCC. = 200 GROSS (BCNYS, SECTION 1004.5) 26,552 GSF ÷ 200 = 133 OCCUPANTS 133 ÷ 3 EXITS = 45 OCCUPANTS PER STAIRWAY *STAIRS: 45 x 0.2" = 9" (BCNYS, SECTION 1005.3.1, EXCEPTION 1) 9" < 44" (BCNYS, SECTION 1011.2) **DOORS: 45 x 0.15" = 6.8" (BCNYS, SECTION 1005.3.2, EXCEPTION 1) 6.8" < 32" (BCNYS, SECTION 1010.1.1) 122' -6" 28 sec 121' -3" 28 sec 117' -1" 27 sec 104' -2" 24 sec 49'-4" UNOCCUPIED ROOF UNOCCUPIED ROOF 10'-6" 10'-9 3/8" 10' 45% 1 HOUR >30' NO LIMIT NONE REQUIRED 0' OPENINGS NOT ALLOWED 1 HOUR 10' 45% 1 HOUR 10' 45% 1 HOUR 0' OPENINGS NOT ALLOWED 1 HOUR >30' NO LIMIT NONE REQUIRED ACCESSIBLE MEANS OF EGRESS STAIR ACCESSIBLE MEANS OF EGRESS STAIR ACCESSIBLE MEANS OF EGRESS ELEVATOR ACCESSIBLE MEANS OF EGRESS STAIR 10'-0"10'-0" SEPARATION DISTANCE FIRE-RESISTANCE RATING FOR EXTERIOR WALL (BCNYS, TABLE 602) -REQUIRED/PROVIDED MAXIMUM AREA OF EXTERIOR WALL OPENINGS (BCNYS, TABLE 705.8) -NOT TO BE EXCEEDED x' x% x HOUR(S) KEY -EXTERIOR WALL RATINGS ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/16" = 1'-0" FIRE RATING & EGRESS PATHS 006 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/16" = 1'-0" 1 EGRESS PLAN -1ST FLOOR 1/16" = 1'-0" 2 EGRESS PLAN -2ND FLOOR 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET GROSS AREA OF RESIDENTIAL: 26,816 SF MAX. DEAD END CORRIDOR LENGTH = 50'-0" -BCNYS, SECTION 1020.4 MAX. DEAD END CORRIDOR LENGTH = 50'-0" -BCNYS, SECTION 1020.4 2HR RATED SHAFT ENCLOSURE-BCNYS, SECTION 713.4 1HR RATED WALLS AT TRASH ROOM -BCNYS, SECTION 713.13.3 2HR RATED WALLS AT EXIT STAIR BCNYS, SECTION 1023.2 2HR RATED WALLS AT EXIT STAIR BCNYS, SECTION 1023.2 2HR RATED SHAFT ENCLOSURE AT ELEVATORS -BCNYS, SECTION 713.4 1HR RATED SEPARATION OF DWELLING UNITS, TYP. BCNYS, SECTION 708.3 0.5HR RATED EGRESS ACCESS CORRIDOR WALLS -BCNYS, SECTION 1020.1 0.5HR RATED EGRESS ACCESS CORRIDOR WALLS -BCNYS, SECTION 1020.1 10' 1HR RATED EXTERIOR WALL, BOTH SIDES -BCNYS, SECTION 705.5 1HR RATED EXTERIOR WALL, BOTH SIDES -BCNYS, SECTION 705.5 1HR RATED EXTERIOR WALL, BOTH SIDES -BCNYS, SECTION 705.5 STAIR MIN. WIDTH = 44" * -BCNYS, SECTION 1011.2 DOOR CLEAR MIN. WIDTH = 32" ** BCNYS, SECTION 1010.1.1 R-2 OCC. = 200 GROSS (BCNYS, SECTION 1004.5) 26,816 GSF ÷ 200 = 135 OCCUPANTS 132 ÷ 3 EXITS = 45 OCCUPANTS PER STAIRWAY *STAIRS: 45 x 0.2" = 9" (BCNYS, SECTION 1005.3.1, EXCEPTION 1) 9" < 44" (BCNYS, SECTION 1011.2) **DOORS: 45 x 0.15" = 6.8" (BCNYS, SECTION 1005.3.2, EXCEPTION 1) 6.8" < 32" (BCNYS, SECTION 1010.1.1) 122' -6" 28 sec 123' -8" 28 sec 117' -0" 27 sec 104' -2" 24 sec 10'-6" 10'-9 3/8" 5' 10' 45% 1 HOUR 0' OPENINGS NOT ALLOWED 1 HOUR >30' NO LIMIT NONE REQUIRED 10' 45% 1 HOUR 10' 45% 1 HOUR 0' OPENINGS NOT ALLOWED 1 HOUR 5' 25% 1 HOUR >30' NO LIMIT NONE REQUIRED ACCESSIBLE MEANS OF EGRESS STAIR ACCESSIBLE MEANS OF EGRESS STAIR ACCESSIBLE MEANS OF EGRESS ELEVATOR ACCESSIBLE MEANS OF EGRESS STAIR 10'-0"10'-0" GROSS AREA OF RESIDENTIAL: 25,653 SF MAX. DEAD END CORRIDOR LENGTH = 50'-0" -BCNYS, SECTION 1020.4 MAX. DEAD END CORRIDOR LENGTH = 50'-0" -BCNYS, SECTION 1020.4 2HR RATED SHAFT ENCLOSURE-BCNYS, SECTION 713.4 1HR RATED WALLS AT TRASH ROOM -BCNYS, SECTION 713.13.3 2HR RATED WALLS AT EXIT STAIR BCNYS, SECTION 1023.2 2HR RATED WALLS AT EXIT STAIR BCNYS, SECTION 1023.2 2HR RATED SHAFT ENCLOSURE AT ELEVATORS -BCNYS, SECTION 713.4 1HR RATED SEPARATION OF DWELLING UNITS, TYP. BCNYS, SECTION 708.3 0.5HR RATED EGRESS ACCESS CORRIDOR WALLS -BCNYS, SECTION 1020.1 0.5HR RATED EGRESS ACCESS CORRIDOR WALLS -BCNYS, SECTION 1020.1 10' 1HR RATED EXTERIOR WALL, BOTH SIDES -BCNYS, SECTION 705.5 1HR RATED EXTERIOR WALL, BOTH SIDES -BCNYS, SECTION 705.5 1HR RATED EXTERIOR WALL, BOTH SIDES -BCNYS, SECTION 705.5 STAIR MIN. WIDTH = 44" * -BCNYS, SECTION 1011.2 DOOR CLEAR MIN. WIDTH = 32" ** BCNYS, SECTION 1010.1.1 R-2 OCC. = 200 GROSS (BCNYS, SECTION 1004.5) 25,653 GSF ÷ 200 = 129 OCCUPANTS 129 ÷ 3 EXITS = 43 OCCUPANTS PER STAIRWAY *STAIRS: 43 x 0.2" = 8.6" (BCNYS, SECTION 1005.3.1, EXCEPTION 1) 8.6" < 44" (BCNYS, SECTION 1011.2) **DOORS: 43 x 0.15" = 6.5" (BCNYS, SECTION 1005.3.2, EXCEPTION 1) 6.5" < 32" (BCNYS, SECTION 1010.1.1) 122' -6" 28 sec 123' -8" 28 sec 104' -2" 24 sec 10'-6" 10'-9 3/8" 5' 111' -8" 25 sec 10' 45% 1 HOUR 0' OPENINGS NOT ALLOWED 1 HOUR >30' NO LIMIT NONE REQUIRED 10' 45% 1 HOUR 10' 45% 1 HOUR 0' OPENINGS NOT ALLOWED 1 HOUR 5' 25% 1 HOUR >30' NO LIMIT NONE REQUIRED ACCESSIBLE MEANS OF EGRESS STAIR ACCESSIBLE MEANS OF EGRESS STAIR ACCESSIBLE MEANS OF EGRESS ELEVATOR ACCESSIBLE MEANS OF EGRESS STAIR UNOCCUPIED ROOF 10'-0"10'-0" SEPARATION DISTANCE FIRE-RESISTANCE RATING FOR EXTERIOR WALL (BCNYS, TABLE 602) -REQUIRED/PROVIDED MAXIMUM AREA OF EXTERIOR WALL OPENINGS (BCNYS, TABLE 705.8) -NOT TO BE EXCEEDED x' x% x HOUR(S) KEY -EXTERIOR WALL RATINGS ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/16" = 1'-0" FIRE RATING & EGRESS PATHS 007 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/16" = 1'-0" 1 EGRESS PLAN -3RD FLOOR 1/16" = 1'-0" 2 EGRESS PLAN -4TH FLOOR 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET GROSS AREA OF RESIDENTIAL: 22,717 SF MAX. DEAD END CORRIDOR LENGTH = 50'-0" -BCNYS, SECTION 1020.4 MAX. DEAD END CORRIDOR LENGTH = 50'-0" -BCNYS, SECTION 1020.4 2HR RATED SHAFT ENCLOSURE-BCNYS, SECTION 713.4 1HR RATED WALLS AT TRASH ROOM -BCNYS, SECTION 713.13.3 2HR RATED WALLS AT EXIT STAIR BCNYS, SECTION 1023.2 2HR RATED WALLS AT EXIT STAIR BCNYS, SECTION 1023.2 2HR RATED SHAFT ENCLOSURE AT ELEVATORS -BCNYS, SECTION 713.4 1HR RATED SEPARATION OF DWELLING UNITS, TYP. BCNYS, SECTION 708.3 0.5HR RATED EGRESS ACCESS CORRIDOR WALLS -BCNYS, SECTION 1020.1 0.5HR RATED EGRESS ACCESS CORRIDOR WALLS -BCNYS, SECTION 1020.1 10' 1HR RATED EXTERIOR WALL, BOTH SIDES -BCNYS, SECTION 705.5 1HR RATED EXTERIOR WALL, BOTH SIDES -BCNYS, SECTION 705.5 1HR RATED EXTERIOR WALL, BOTH SIDES -BCNYS, SECTION 705.5 STAIR MIN. WIDTH = 44" * -BCNYS, SECTION 1011.2 DOOR CLEAR MIN. WIDTH = 32" ** BCNYS, SECTION 1010.1.1 R-2 OCC. = 200 GROSS (BCNYS, SECTION 1004.5) 22,717 GSF ÷ 200 = 114 OCCUPANTS (R-2) ACCESSORY, UNCONCENTRATED = 15 GROSS (BCNYS, SECTION 1004.5) 735 GSF ÷ 15 = 49 OCCUPANTS 114+49 = 163 163 ÷ 3 EXITS = 55 OCCUPANTS PER STAIRWAY *STAIRS: 55 x 0.2" = 11" (BCNYS, SECTION 1005.3.1, EXCEPTION 1) 11" < 44" (BCNYS, SECTION 1011.2) **DOORS: 55 x 0.15" = 8.3" (BCNYS, SECTION 1005.3.2, EXCEPTION 1) 8.3" < 32" (BCNYS, SECTION 1010.1.1) GROSS AREA OF ACCESSORY: 735 SF 122' -6" 28 sec 123' -10" 28 sec 91' -1" 21 sec 10'-6" 10'-9 3/8" 5' 10' 45% 1 HOUR 0' OPENINGS NOT ALLOWED 1 HOUR >30' NO LIMIT NONE REQUIRED 10' 45% 1 HOUR 10' 45% 1 HOUR 0' OPENINGS NOT ALLOWED 1 HOUR 5' 25% 1 HOUR >30' NO LIMIT NONE REQUIRED ACCESSIBLE MEANS OF EGRESS STAIR ACCESSIBLE MEANS OF EGRESS STAIR ACCESSIBLE MEANS OF EGRESS ELEVATOR ACCESSIBLE MEANS OF EGRESS STAIR UNOCCUPIED ROOF 70'-0" 105' -10" 24 sec 10'-0"10'-0" SEPARATION DISTANCE FIRE-RESISTANCE RATING FOR EXTERIOR WALL (BCNYS, TABLE 602) -REQUIRED/PROVIDED MAXIMUM AREA OF EXTERIOR WALL OPENINGS (BCNYS, TABLE 705.8) -NOT TO BE EXCEEDED x' x% x HOUR(S) KEY -EXTERIOR WALL RATINGS ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/16" = 1'-0" FIRE RATING & EGRESS PATHS 008 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/16" = 1'-0" 1 EGRESS PLAN -5TH FLOOR 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET I. FAIR HOUSING A. SITE ACCESS: 2% CROSS SLOPE ON SIDEWALK = MAXIMUM ALLOWED. B. PARKING: 2% OF ALL PARKING SPACES MUST BE ACCESSIBLE. THE HC SPACES ARE A MINIMUM OF 8' WIDE WITH A 5' CLEAR SPACE NEXTTO THEM. C. ENTERING THE BUILDING: 1. MAIN ENTRANCE AND LOBBY IS LEVEL WITH THE SIDEWALK. 2. HC PARKING SPACES ARE AS CLOSE TO THE ELEVATOR LOBBIES AS POSSIBLE. THE FLOOR NEXT TO THE HC PARKING SPACE IS ON THE SAME LEVEL AS THE ELEVATOR LOBBY. D. DOORS: 1. 32" NET OPENING WIDTH REQUIRED WHEN DOOR IS OPEN 90 DEGREES IN ANSI A UNITS, 31 5/8" REQUIRED IN ANSI B UNITS. ALL DOORS (EXCEPT NON WALK-IN CLOSET DOORS) TO BE 3'-0" WIDE IN ANSI A UNITS AND 2'-10" WIDE IN ANSI B UNITS. 2. CLOSETS NO DEEPER THAN 2'-0" CAN HAVE CLEAR DOOR WIDTH LESS THAN 32". 3. THRESHOLDS TO BE NO HIGHER THAN 1/2". 4. AT ALL UNIT ENTRIES FROM PUBLIC CORRIDORS THERE MUST BE 12" CLEAR SPACE FROM THE OPENING ON THE DOOR HANDLE SIDE. E. ELECTRICAL: 1. LIGHT SWITCH (OPERABLE PORTION) TO BE 48" A.F.F., MAXIMUM. 2. IN DUPLEX OUTLET CENTERLINE OF LOWEST OUTLET TO BE 15" A.F.F., MINIMUM. F. BLOCKING: 1. BLOCKING MUST SUPPORT 250 POUNDS. 2. ALL BATHROOMS REQUIRE BLOCKING FOR FUTURE GRAB BARS. G. KITCHENS: 1. A CLEAR SPACE OF 30"X48" MUST BE PROVIDED IN FRONT OF EACH APPLIANCE. 2. MUST HAVE 3'-4" CLEAR BETWEEN THE FURTHERMOST PROJECTION OF APPLIANCE HANDLES AND THE OPPOSING CABINETS AND APPLIANCES IN A GALLEY KITCHEN. H. BATHROOMS: 1. TOILET MUST HAVE 15" MIN. CLEAR ON THE OPEN SIDE AND 18" CLEAR ON THE SIDE NEAREST THE WALL OR TUB. 2. 30"X48" RECTANGULAR CLEARANCE AREA WHICH IS CENTERED ON SINK CANNOT OVERLAP TOILET. 3. SHOWER BE AT LEAST 36"X36" CLEAR MEASURED INSIDE FINISHED BASE. 4. OUTSIDE THE SHOWER THERE MUST BE A 30"X48" RECTANGLE OF CLEAR AREA. THE 48" SIDE MUST BE UP AGAINST THE SHOWER ENTRY. ONE END OF THE RECTANGLE MUST ALIGN WITH THE SHOWER CONTROL WALL. 5. CENTERLINE OF SINK MUST BE AT LEAST '-3" FROM NEAREST PERPENDICULAR WALL WITH FRONT APPROACH PROVIDED, 2'-0" OTHERWISE. I. CORRIDORS: 1. MINIMUM WIDTH = 36" (CLEARANCE TO FARTHEST PROJECTION OF BASE MOULDING II. ANSI A. HC PARKING. FOR EVERY 6 ACCESSIBLE SPACES THERE MUST BE 1 VAN SPACE. 98" (8'-2") CLEAR HEIGHT REQUIRED CONTINUOUSLY FROM THE GARAGE ENTRANCE TO THE VAN SPACE B. ALL CONTROLS MUST BE 48" ABOVE THE FINISHED FLOOR, MAXIMUM. C. ADAPTABLE KITCHENS MUST INCLUDE THE FOLLOWING AT REMOVABLE CABINET AREAS: 1. ADJACENT CABINETS MUST HAVE FINISHED SIDES. 2. FINISHED FLOORING MUST EXTEND UNDER REMOVABLE CABINET. 3. COUNTERTOP MUST E CUT AT REMOVABLE CABINETS. D. 1% OF ANSI 'A' DWELLING UNITS MUST BE PROVIDED WITH A ROLL-IN SHOWER. III. ADA A. ALL PUBLIC BATHROOMS MUST HAVE A TOILET WITH A 5'-0" CLEAR FLOOR SPACE (TURNING RADIUS) ADJACENT TO THE TOILET. B. ALL PUBLIC DOORS MUST HAVE 18" CLEAR, BEYOND THE DOOR, AS THEY OPEN TOWARDS YOU, 12" IF THEY OPEN AWAY FROM YOU. C. SIGNAGE MUST HAVE RAISED AND BRAILLED CHARACTERS. SIGNS MUST BE ON THE WALL OR ON THE LATCH SIDE OF THE DOOR. D. SLOPE: CROSS SLOPE CANNOT EXCEED 1:50. E. WALKING SURFACE MUST HAVE RUNNING SLOPES NOT STEEPER THAN 1:20. F. THE MINIMUM CLEAR WIDTH OF A RAMP SHALL BE 36". G. IF A RAMP HAS A RISE OF MORE THAN 6" THEN HANDRAILS ARE REQUIRED. H. ELEVATORS: DOORS MUST HAVE 36" CLEAR WIDTH. PLATFORM MUST BE 51" DEEP X 68" WIDE MINIMUM. I. ALL PUBLIC BATHROOMS TO INCLUDE ACCESSIBLE TOILET WITH GRAB BARS PER BATHROOM. IV. NY CODE A. ALL DWELLING UNITS WILL HAVE A MINIMUM OF ONE TYPE A BATHROOM. ACCESSIBILITY CODE ANALYSIS DOOR & GATE CLEARANCES MANEUVING CLEARANCE AT SLIDING OR FOLDING DOORSMANEUVERING CLEARANCE AT DOORWAYS WITHOUT DOORS 30" MIN 48" MIN 30" MIN 48" MIN FORWARD PARALLEL 48" 30" SIZE OF CLEAR FLOOR SPACE FORWARD REACH GENERAL NOTESUNIT CLOSETS A. GENERAL NOTE: THRESHOLD CHANGES IN LEVEL GREATER THAN 1/4" IN HEIGHT AND NOT MORE THAN 1/2" MAXIMUM IN HEIGHT SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2, PER 2009 ICC 117.1, 303.3. B. SEE CLOSET DETIAL FOR TYPICAL SHELF AND ROD IN TYPICAL ANSI A AND ANSI B DWELLING UNIT. 2'-0"2'-0" 5'-10" 3'-10" 1'-0" CLOSET @ ANSI 'A' UNITTYPICAL UNIT CLOSET 1'-2" 5'-10" CLOSET ROD & (2) SHELVES @ ANSI 'A' UNITS CLOSET ROD & SHELF @ ANSI 'B' UNITS HINGED DOOR 32" MIN. TO CLOSER 90.00° SLIDING DOORFRONT APPROACH, PULL SIDEFRONT APPROACH, PUSH SIDEHINGE APPROACH, PULL SIDEHINGE APPROACH, PULL SIDE FOLDING DOORDOORWAYS WITHOUT DOORSHINGE APPROACH, PUSH SIDEHINGE APPROACH, PUSH SIDELATCH APPROACH, PULL SIDELATCH APPROACH, PULL SIDELATCH APPROACH, PUSH SIDELATCH APPROACH, PUSH SIDE 18" MIN 60" MIN 48" MIN 36" MIN 12" MIN36" MIN 60" MIN 42" MIN 54" TO 59" WITH CLOSER 42" MIN 54" 48" MIN 54" WITH CLOSER 24" MIN 48" MIN 24" MIN 54" MIN WITH CLOSER 42" MIN 60" 24" MIN 48" MIN 60" 24" MIN WITH CLOSER 36" MIN > 24" CLEAR WIDTH OF DOORSMANEUVERING CLEARANCE AT MANUAL SWINGING DOORS TURNING SPACES 60" MIN. 60" MIN. 36" MIN. 60" MIN. MANEUVERING CLEARANCE AT RECESSED DOORS PUSH SIDE, DOOR PROVIDED WITH BOTH CLOSER AND LATCH 48" MIN. 12" MIN X > 6" PUSH SIDE 48" MIN X > 6" 18" MIN 60" MIN PULL SIDE X > 6" 48" MIN. FRONT APPROACH 42" MIN. SIDE APPROACH 17" MIN. 25" MAX. 30" MIN. 4" MAX. PROTRUSION 80" MIN. CLEAR PERMITTED PROTRUDING OBJECTS 11" MIN.6" MAX. 25" MAX. 9" MIN. 27" MIN. 34" MAX. KNEE CLEARANCE ELEVATION KNEE CLEARANCE PLAN KNEE AND TOE CLEARANCESPROTRUDING OBJECTS 27" MIN. VERTICAL CLEARANCE SHALL BE 80" MIN. 80" MIN. PROVIDE GUARDRAILS OR OTHER BARRIER WHERE VERTICAL CLEARANCE IS <80" 27" MAX. T SHAPED TURNING SPACE CIRCULAR TURNING SPACE 60" MIN. 32" MIN. 32" MIN. ADA CLEAR FLOOR SPACE PROTRUDING OBJECTS 27"-80" 4" MAX.4" MAX. COLUMN, POST OR PILASTER 4" MAX.4" MAX. UNOBSTRUCTED FORWARD REACH RANGE 15" MIN. 48" MAX. OBSTRUCTED FORWARD REACH RANGE <20" MAX. 48" MAX. (A) 44" MAX. (B) >20" TO 24" MAX. 15" MIN. 10" MAX. 48" MAX. UNOBSTRUCTED SIDE REACH RANGE SIDE REACH 34" MAX. 10" MAX. 48" MAX. OBSTRUCTED HIGH SIDE REACH 34" MAX. 10" TO 24" 46" MAX. (A)(B) 24" MAX.48"24" MAX. 32" MIN. 36" MIN. CLEAR WIDTH OF ACCESSIBLE ROUTECLEAR WIDTH AT TURN 48" MIN. <48" 42" MIN.42" MIN. 60" MIN. <48" 36" MIN.36" MIN. 36" MIN. FRONT APPROACH 48" MIN. 54" MIN. POCKET / HINGE APPROACH 42" MIN. STOP / LATCH APPROACH 42" MIN. 24" MIN. EGRESS PATHS ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" ACCESSIBILITY REQUIREMENTS 009 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET L1 L2 L3 L4 L7 L7 L8 L8 LELH LLLNLPLQLR LI L10 L10 L6 L6 LJ L12.1 L12.1 LM LK LK LB LB LA LA LD LDLO L14.1L14.1 L15 L15 L9 L9 LFLG.1 LG.1 L13.1 L13.1 L5.1 L11 L16L16 LC LC 3'-10 7/8"23'-0 1/2"25'-11 7/8"23'-6"25'-6 3/4"24'-2 1/2"30'-4 1/2"30'-0 3/4"8'-6 3/8"27'-6 3/8"29'-0" 1'-3 1/2" 11'-9 1/4" 26'-10 5/8" 27'-0" 27'-0" 23'-5 3/8" 17'-1 5/8" 11'-1" 14'-3 1/2" 7'-9 3/8" 4'-3 1/2" 12'-0 1/2" 2'-10 5/8" 4'-7 3/8" 12'-7 1/4" 14'-4" 19'-7 1/8" 9'-7 3/8" 2'-2 7/8" 11'-2"10'-6 1/2"21'-8"4'-9 3/4"6'-8 1/4"5'-4 1/4"5'-9 1/2"9'-2 1/8"27'-0"27'-0"27'-6 3/8"29'-0" 8 3/8" 6 1/8" 3'-1" 1'-2" 8'-5 3/8" 8'-11 3/4"14'-0 3/4"13'-4 1/2"9'-11 7/8" 2'-7 1/2" 23'-6"5/8" 1'-7 1/2" 6'-8 1/4"17'-2 3/8"1'-7 5/8" 2'-7 5/8" 7'-2" 1'-2 1/2" 12'-2" 2'-9 1/2" 2'-2" 10'-5" 8" 8" 10'-5 5/8" 7 5/8" 3/8"3 3/8" 3'-0"6'-7 1/8" 8" 2 1/8" 7 5/8" 3/8" 1'-11" 6'-0" 1'-11 3/8" 0" 8" 10 1/8" 10 1/8" 8 3/8" 8" 2 1/8" 7 5/8"3/8" 8" 1'-5 7/8" 3 1/4" 3'-8" 10 1/2"10 1/2" 4'-11 1/4" 10 1/2" 5'-4 1/4" 3 1/4" 1'-4" 1'-2" 8" 10 1/2"14'-3 3/4" 6 1/8" 9'-11 7/8" 6 1/8" 2'-1 3/8" 3'-1" 6 1/8" 8 3/8" 4'-2 1/2" 7'-10" 2'-8 3/4" 1 7/8" 9 1/8" 12'-0 1/2" 2'-10 5/8" 1'-8" 1 1/4" 6'-7 1/8"8'-6 1/4"8'-8 1/8" 1'-5 1/2" 2 1/8" 22'-6 7/8" 1'-8 1/8" 1 1/8" 4'-8"1'-7" 7'-6" 6 3/8" 4 1/8" 13'-2" 10 1/4" 10" 11" 10'-2" 2'-1 3/4" 1'-6 7/8" 1'-9 1/2" 1'-2 3/8" 1 1/8"9 5/8" 6'-7 7/8"12'-0 1/2"4'-3 1/2"22'-0 7/8"11'-1"6'-8 1/2"5'-11 7/8" 1 5/8" 8"8" 7 5/8" 8 1/2" 8"8" 8"8" 8" 8" 3 ' 2 " 5'-6 1/8"4'-4 3/4" 1'-4 1/8" 6 3/8" 1 5/8"8" 1 5/8" 3/8"9 5/8" 3'-10 1/4" 8'-11 5/8" 7 3/4" 8"8" 13'-8"11'-11 5/8" 7 3/4" 8 3/8" 1'-1 1/8" 12'-7 1/4" 1'-3 1/8" 4'-4" 1'-10 7/8" 2'-4 15/16" 0' - 5" 1" / 1'-0"1/4" / 1'-0" 9 7/8"4'-2 1/8"10'-5 5/8"4'-6 1/8" 0' - 5" 0' - 6 3/8" 0' - 0" 0' - 8 5/8" 0' - 8 5/8" 0' - 6 3/8" 0' - 0" 0' - 8 5/8" 0' - 6 3/8" -4' - 0" 0' - 8 5/8" 0' - 9" ASPHALT PARKING AREA -SEE LANDSCAPING 1'-3 1/8"8 1/16"11'-5 7/8"19'-4 1/2" 1'-4" 10'-1 7/8" 8 1/16"1'-3 1/8" 8" 1'-3 9/16" 3 11/16" 11 7/8" 0' - 0" 0' - 0" 0' - 9" 0' - 0" 1'-3 1/2" 23'-0 1/2" 1'-6 1/8" 3'-6"19'-10 3/4" 1'-1 1/8" 23'-6" 1'-7 1/8" 10'-3 1/2"13'-8 1/4" 1'-9 1/8" 6'-9 3/4"3'-8 1/2"11'-4 1/4" 6 3/4" 14'-1 7/8"6'-9 3/4"9'-4 7/8"8'-2 1/2"6'-9 3/4"14'-4 1/2" 6 3/8" 9 5/8" 1'-2 5/8" 7'-3 1/8" 1'-1 1/4" 8'-6 1/8" 1'-6 1/2" 1'-11 5/8" 1'-5 7/8" 8 7/8" 1'-5 1/4" 3 5/8" 1'-1 3/8" 3 3/8" 1'-1 3/8" 9 1/8" 1'-5 1/8" 1'-11 5/8" 1'-5 5/8" 1'-1 5/8" 1'-2 5/8" 7'-3 1/8" 9 3/4" 1'-4 3/8" 10" 1'-4 1/4" 10 3/8" 1'-3 3/4" 10 1/2" 1'-3 5/8" ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 3/32" = 1'-0" 1ST FLOOR -EDGE OF SLAB PLAN 011 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1 103.11.2021100% CONSTRUCTION DOCUMENT SET B.1E.1F.1 F.1 IK J.1 O.1R R 1 S 4 7 5 11 16 18 2 1'-2 7/8"35'-2 1/2"33'-5"20'-1 5/8"5'-4 1/8" 21'-6 7/16"5'-8 5/16"15'-5 1/4"99'-3 1/8" 3 3/16" 11'-0 7/8" 8'-6 1/2" 8 3/4" 6 1/2" 9'-3 1/2" 9'-2 3/4" 3 1/4" 5 1/4"6" 4 3/4"6 1/4" 19'-4 3/16"32'-8 1/4"24'-8 3/4"24'-8 1/4"24'-8"35'-6 3/8"25'-4 3/4" 11 7/16" 10'-5 1/2"6'-3 9/16"3 3/16"8'-10 1/8"4'-8"2'-3" 5" 8'-6 1/8" 1'-2 1/2" 10'-2 3/8"13'-0"4'-4" 10 3/8" 5'-0 1/4" 10 5/8" 14'-5 11/16"20'-8 13/16" 1'-8 3/4" 2'-5 5/8" 18'-10 11/16" 6" 9'-9 15/16" 3 3/16" 2" 13/16" 5 3/16" 5 3/16" 6" 3/4" 11'-4 3/16" 3 3/16" 5'-8 5/16"4'-0"11'-9" 3'-8 1/2" 4'-0 1/2" 6" 13'-3 3/4" 3'-8 1/2" 4'-1 1/2" 10'-1 1/2"11'-0 1/2" 4 7/16" 3 11/16"10'-0 3/4"3 3/16"25'-5 3/4"21'-6 7/16"3 3/16"10'-11 3/16" 1 5/8" 3'-6 7/8" 1'-10 1/8" 3 5/16" 3 3/16" 5'-8 1/2" 1'-11 1/8" 10'-6" 3 3/16" 44'-6" 3 3/16" 10'-5 5/8" 2 3/16" 16'-11 5/16" 16'-9 1/16" 14'-2 3/8"4'-7"6'-7 3/8" 3 3/16" 2" 12' - 0" 13' - 0" 13' - 0" ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 3/32" = 1'-0" 2ND FLOOR -EDGE OF SLAB PLAN 012 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 430 - 444 WEST STATE / MLK STREET DATE DESCRIPTION 12.23.2020 PERMIT SET ITHACA, NEW YORK COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. DRAWING TITLE SCALE: SHEET NO. STAMP T.G. Miller, P.C. 605 West State Street, Suite A CIVIL ENGINEERS JOB NO. ECA # 725 1"=20' Ithaca, New York 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street Suite 201 LANDSCAPE Ithaca, New York 14850 Taitem 110 S. Albany Street STRUCTURAL & MEP ENGINEERS Ithaca, New York 14850 717 5TH STREET NW WASHINGTON, DC 20001 230 COLONIAL DRIVE HORSEHEADS, NEW YORK ARNOT ITHACA 2, LLC 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET C-101 EXISTING CONDITIONS PLAN FFE 395.07 394 FFE 394.54 FFE394.97 394.5 395 394.5 395 FFE 394.54 FFE 394.54 FFE394.54 394.5 393.5 393.5 393.5 393.5 393 393.5 393 394 393.5 394 FFE 394.54 430 - 444 WEST STATE / MLK STREET DATE DESCRIPTION 12.23.2020 PERMIT SET ITHACA, NEW YORK COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. DRAWING TITLE SCALE: SHEET NO. STAMP T.G. Miller, P.C. 605 West State Street, Suite A CIVIL ENGINEERS JOB NO. ECA # 725 1"=20' Ithaca, New York 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street Suite 201 LANDSCAPE Ithaca, New York 14850 Taitem 110 S. Albany Street STRUCTURAL & MEP ENGINEERS Ithaca, New York 14850 717 5TH STREET NW WASHINGTON, DC 20001 230 COLONIAL DRIVE HORSEHEADS, NEW YORK ARNOT ITHACA 2, LLC 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET C-102 EROSION AND SEDIMENT CONTROL AND UTILITY DEMOLITION PLAN L1 L8L8 LE LR L6 L6 LJ LA LA LO L16 L16 430 - 444 WEST STATE / MLK STREET DATE DESCRIPTION 12.23.2020 PERMIT SET ITHACA, NEW YORK COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. DRAWING TITLE SCALE: SHEET NO. STAMP T.G. Miller, P.C. 605 West State Street, Suite A CIVIL ENGINEERS JOB NO. ECA # 725 1"=20' Ithaca, New York 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street Suite 201 LANDSCAPE Ithaca, New York 14850 Taitem 110 S. Albany Street STRUCTURAL & MEP ENGINEERS Ithaca, New York 14850 717 5TH STREET NW WASHINGTON, DC 20001 230 COLONIAL DRIVE HORSEHEADS, NEW YORK ARNOT ITHACA 2, LLC 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET C-103 BUILDING LAYOUT PLAN FFE 395.07 394 394.5 395 394.5 395 394.5 393.5 393.5 393.5 393.5 393 394 393.5 394 393.5 393 393.5 430 - 444 WEST STATE / MLK STREET DATE DESCRIPTION 12.23.2020 PERMIT SET ITHACA, NEW YORK COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. DRAWING TITLE SCALE: SHEET NO. STAMP T.G. Miller, P.C. 605 West State Street, Suite A CIVIL ENGINEERS JOB NO. ECA # 725 1"=20' Ithaca, New York 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street Suite 201 LANDSCAPE Ithaca, New York 14850 Taitem 110 S. Albany Street STRUCTURAL & MEP ENGINEERS Ithaca, New York 14850 717 5TH STREET NW WASHINGTON, DC 20001 230 COLONIAL DRIVE HORSEHEADS, NEW YORK ARNOT ITHACA 2, LLC 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET C-104 SITE UTILITY AND DRAINAGE PLAN 1"=10' 430 - 444 WEST STATE / MLK STREET DATE DESCRIPTION 12.23.2020 PERMIT SET ITHACA, NEW YORK COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. DRAWING TITLE SCALE: SHEET NO. STAMP T.G. Miller, P.C. 605 West State Street, Suite A CIVIL ENGINEERS JOB NO. ECA # 725 1"=20' Ithaca, New York 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street Suite 201 LANDSCAPE Ithaca, New York 14850 Taitem 110 S. Albany Street STRUCTURAL & MEP ENGINEERS Ithaca, New York 14850 717 5TH STREET NW WASHINGTON, DC 20001 230 COLONIAL DRIVE HORSEHEADS, NEW YORK ARNOT ITHACA 2, LLC 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET C-201 DETAILS 430 - 444 WEST STATE / MLK STREET DATE DESCRIPTION 12.23.2020 PERMIT SET ITHACA, NEW YORK COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. DRAWING TITLE SCALE: SHEET NO. STAMP T.G. Miller, P.C. 605 West State Street, Suite A CIVIL ENGINEERS JOB NO. ECA # 725 1"=20' Ithaca, New York 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street Suite 201 LANDSCAPE Ithaca, New York 14850 Taitem 110 S. Albany Street STRUCTURAL & MEP ENGINEERS Ithaca, New York 14850 717 5TH STREET NW WASHINGTON, DC 20001 230 COLONIAL DRIVE HORSEHEADS, NEW YORK ARNOT ITHACA 2, LLC 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET C-202 DETAILS 430 - 444 WEST STATE / MLK STREET DATE DESCRIPTION 12.23.2020 PERMIT SET ITHACA, NEW YORK COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. DRAWING TITLE SCALE: SHEET NO. STAMP T.G. Miller, P.C. 605 West State Street, Suite A CIVIL ENGINEERS JOB NO. ECA # 725 1"=20' Ithaca, New York 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street Suite 201 LANDSCAPE Ithaca, New York 14850 Taitem 110 S. Albany Street STRUCTURAL & MEP ENGINEERS Ithaca, New York 14850 717 5TH STREET NW WASHINGTON, DC 20001 230 COLONIAL DRIVE HORSEHEADS, NEW YORK ARNOT ITHACA 2, LLC 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET C-301 WORK ZONE TRAFFIC AND PEDESTRIAN CONTROL PLAN 430 - 444 WEST STATE / MLK STREET DATE DESCRIPTION 12.23.2020 PERMIT SET ITHACA, NEW YORK COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. DRAWING TITLE SCALE: SHEET NO. STAMP T.G. Miller, P.C. 605 West State Street, Suite A CIVIL ENGINEERS JOB NO. ECA # 725 1"=20' Ithaca, New York 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street Suite 201 LANDSCAPE Ithaca, New York 14850 Taitem 110 S. Albany Street STRUCTURAL & MEP ENGINEERS Ithaca, New York 14850 717 5TH STREET NW WASHINGTON, DC 20001 230 COLONIAL DRIVE HORSEHEADS, NEW YORK ARNOT ITHACA 2, LLC 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET C-302 WORK ZONE TRAFFIC AND PEDESTRIAN CONTROL PLAN FD FD FD FD FD / / / / / / 430 - 444 WEST STATE / MLK STREET DATE DESCRIPTION 12.23.2020 PERMIT SET ITHACA, NEW YORK COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. DRAWING TITLE SCALE: SHEET NO. STAMP T.G. Miller, P.C. 605 West State Street, Suite A CIVIL ENGINEERS JOB NO. ECA # 725 1"=20' Ithaca, New York 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street Suite 201 LANDSCAPE Ithaca, New York 14850 Taitem 110 S. Albany Street STRUCTURAL & MEP ENGINEERS Ithaca, New York 14850 717 5TH STREET NW WASHINGTON, DC 20001 230 COLONIAL DRIVE HORSEHEADS, NEW YORK ARNOT ITHACA 2, LLC 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET C-303 NYSDOT WORK ZONE TRAFFIC & PEDESTRIAN CONTROL PLAN 430 - 444 WEST STATE / MLK STREET DATE DESCRIPTION 12.23.2020 PERMIT SET ITHACA, NEW YORK COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. DRAWING TITLE SCALE: SHEET NO. STAMP T.G. Miller, P.C. 605 West State Street, Suite A CIVIL ENGINEERS JOB NO. ECA # 725 1"=20' Ithaca, New York 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street Suite 201 LANDSCAPE Ithaca, New York 14850 Taitem 110 S. Albany Street STRUCTURAL & MEP ENGINEERS Ithaca, New York 14850 717 5TH STREET NW WASHINGTON, DC 20001 230 COLONIAL DRIVE HORSEHEADS, NEW YORK ARNOT ITHACA 2, LLC 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET C-304 NYSDOT STANDARD SHEETS 430 - 444 WEST STATE / MLK STREET DATE DESCRIPTION 12.23.2020 PERMIT SET ITHACA, NEW YORK COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. DRAWING TITLE SCALE: SHEET NO. STAMP T.G. Miller, P.C. 605 West State Street, Suite A CIVIL ENGINEERS JOB NO. ECA # 725 1"=20' Ithaca, New York 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street Suite 201 LANDSCAPE Ithaca, New York 14850 Taitem 110 S. Albany Street STRUCTURAL & MEP ENGINEERS Ithaca, New York 14850 717 5TH STREET NW WASHINGTON, DC 20001 230 COLONIAL DRIVE HORSEHEADS, NEW YORK ARNOT ITHACA 2, LLC 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET C-305 NYSDOT STANDARD SHEETS RAMP TO BE REMOVED ASPHALT TO BE REMOVED, TYP. RAMP TO BE REMOVEDRAMP TO BE REMOVED PATIO, WALL, HANDRAIL, & STAIRS TO BE REMOVED TO FULL DEPTH CONCRETE PAVEMENT TO BE REMOVED CONCRETE PAD TO BE REMOVED BOLLARDS TO REMAIN AND BE PROTECTED CONCRETE STEP TO BE REMOVED ASPHALT PAVEMENT TO BE REMOVED REMOVE SIGN AND STOCKPILE BIKE RACKS TO BE REMOVED PARKING METER TO BE REMOVED; CITY TO REMOVE HEAD AND REPLACE ON NEW POLE, TYP. STREET LAMP TO REMAIN & BE PROTECTED, TYP. BOLLARD TO BE REMOVED SHED TO BE REMOVED RAMP TO BE REMOVED ASPHALT PAVING TO BE REMOVED, TYP. FENCE TO BE REMOVED BOLLARD TO BE REMOVED BOLLARD TO BE REMOVED REMOVE BILCO DOORS REMOVE GAS METER; SEE CIVIL REMOVE BOLLARDS AND PIV; SEE CIVIL TREE TO BE REMOVED, TYP. SAWCUT CONCRETE AT NEAREST JOINT TREE PROTECTION FENCE, TYP. 9.00' TYP STREET LAMP TO REMAIN & BE PROTECTED, TYP. PROTECT EXISTING FULL-HEIGHT CURB SAWCUT LINE, TYP. INCLUDE IN ITEM 203.02 ASPHALT PAVING TO BE REMOVED, TYP. ITEM 203.02 TREE TO BE REMOVED; ITEM 614.060404 CONCRETE PAVING TO BE REMOVED ITEM 203.02 CURB TO BE REMOVED ITEM 203.02 SIGN TO BE REMOVED REMOVE SIGN AND STOCKPILE ITEM 647.41 REMOVE SIGN AND STOCKPILE ITEM 647.41 430-444 West State / MLK Street DATE DESCRIPTION ITHACA, NEW YORK COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. DRAWING TITLE SCALE: SHEET NO. STAMP T.G. Miller, P.C. 605 West State Street, Suite A CIVIL ENGINEERS JOB NO. ECA # 725 Ithaca, New York 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street Suite 201 LANDSCAPE Ithaca, New York 14850 Taitem 110 S. Albany Street STRUCTURAL & MEP ENGINEERS Ithaca, New York 14850 717 5TH STREET NW WASHINGTON, DC 20001 230 COLONIAL DRIVE HORSEHEADS, NEW YORK ARNOT ITHACA 2, LLC 12.23.2020 PERMIT SET 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 430-444 West State / MLK Street DATE DESCRIPTION ITHACA, NEW YORK COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. DRAWING TITLE SCALE: SHEET NO. STAMP T.G. Miller, P.C. 605 West State Street, Suite A CIVIL ENGINEERS JOB NO. ECA # 725 Ithaca, New York 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street Suite 201 LANDSCAPE Ithaca, New York 14850 Taitem 110 S. Albany Street STRUCTURAL & MEP ENGINEERS Ithaca, New York 14850 717 5TH STREET NW WASHINGTON, DC 20001 230 COLONIAL DRIVE HORSEHEADS, NEW YORK ARNOT ITHACA 2, LLC 12.23.2020 PERMIT SET 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 INSET 1:10 DEMOLITION NOTES 1. REFER TO ARCHITECTURAL DRAWINGS FOR BUILDING DEMOLITION 2. CONSTRUCTION FENCING TO BE INSTALLED AS NECESSARY TO PROTECT PEDESTRIANS, CONTROL VEHICULAR TRAFFIC AND PROTECT ON-SITE CONSTRUCTION MATERIALS. 3. PROVIDE SEDIMENTATION CONTROLS AT ALL EXISTING CATCH BASINS AFFECTED BY NEW CONSTRUCTION. SEE CIVIL EROSION AND SEDIMENT CONTROL PLANS AND SPECS. 4. SEE CIVIL PLANS FOR UTILITY REMOVALS. 5. SEE ELECTRICAL REMOVAL PLAN FOR SITE ELECTRICAL REMOVALS. 6. BASE MATERIAL IN AREAS TO RECEIVE ASPHALT OR CONCRETE TO BE REMOVED TO SUB-GRADE ELEVATIONS AS REQUIRED TO ACCOMMODATE NEW BASE COURSE. 7. PROTECT ALL SURFACE AND SUBSURFACE UTILITIES TO REMAIN DURING DEMOLITION WORK. 8. ALL REMOVED/DEMOLISHED MATERIAL SHALL BECOME CONTRACTOR'S PROPERTY AND REMOVED FROM SITE, UNLESS NOTED OTHERWISE. OWNER TO RESERVE RIGHT OF FIRST REFUSAL ON ALL DEMOLISHED MATERIAL. 9. ALL TREE STUMPS ARE TO BE REMOVED COMPLETELY, ALONG WITH ALL ROOTS 6" AND LARGER. 10. PROTECT EXISTING TREES TO REMAIN. DO NOT STORE EQUIPMENT OR MATERIALS WITHIN THE DRIP LINE OF TREES. 11. PROTECT BENCHMARKS. 12. ALL HAZARDOUS MATERIALS TO BE ABATED BEFORE CONSTRUCTION BEGINS AS REQUIRED BY NEW YORK STATE AND CITY OF ITHACA CODES & ORDINANCES 13. STATE STREET PARKING METER HEADS TO BE REMOVED BY CITY OF ITHACA; OWNER TO NOTIFY CITY ONE WEEK PRIOR TO BEGINNING OF CONSTRUCTION. CONCRETE PAVEMENT OR PAVERS TO BE REMOVED ASPHALT PAVEMENT TO BE REMOVED CONTRACT LIMIT LINE WALL, STAIR OR STRUCTURE TO BE REMOVED TREE PROTECTION FENCE TREE TO BE REMOVED CURB TO BE REMOVED RAILINGS AND/OR FENCE TO BE REMOVED SIGN, BOLLARD, HYDRANT, OR SITE FEATURE TO BE REMOVED VEGETATION TO BE REMOVED DEMOLITION LEGEND SITE DEMOLITION 0'-1"" = 10'-0" L-1010 10' 20' PROPERTY LINE ROW LINE SHEET MATCHLINE SAWCUT PAVEMENT 1 M M M M M M M VARIES; RESET CURB IN ORIGINAL LOCATION R5'-0" R3'-0" MATCHLINE ȭ R5'-0" ȭ R15'-0" C1 L-501 WHEELSTOP, TYP. B4 L-501 ASPHALT PAVEMENT, TYP. C5 L-501 UNIT PAVERS ON CONCRETE BASE C3 L-501 ADA CURB RAMP TYPE 2 A1 L-501 MED. DUTYCONCRETE PAVEMENT B1 L-501 GRANITE CURB, TYP. A2 L-501 CONCRETE PAVEMENT ON STRUCTURAL SOIL, TYP. C5 L-501 UNIT PAVERS ON CONCRETE BASE, TYP D2 L-501 BIKE RACK, TYP. OF (4) ȭ D5 L-501 REMOVABLE BOLLARDS A4 L-501 PIN AT BLDG THRESHOLD, TYP. A2 L-501 CONCRETE PAVEMENT ON STRUCTURAL SOIL, TYP. MATCH TO EXISTING TOP OF RAMP 2'-0" A1 L-501 MED. DUTY CONCRETE PAD A1 L-501 MED. DUTY CONCRETE PAVEMENT A5 L-501 MED. DUTY CONCRETE WITH UNIT PAVER EDGE B2 L-501 STONE MULCH C2 L-501 ADA CURB RAMP TYPE 1 NEW OR RELOCATED PARKING METER; COORDINATE PLACEMENT & SPACING WITH CITY ± 8'-7" ± 50'-4" 6'-5" 6'-5" ± 6'-5"± 6'-5" EXISTING LIGHT FIXTURE TO REMAIN, TYP. 5 1 2' X 8' TREE PIT, TYP. 4'-11" 8'-8" 11'-4" 8'-8" 11'-4"8'-8"11'-4"8'-8" 11'-4" 8'-8"10'-3" 16'-11" 8'-8" 11'-4" 8'-8" 11'-4" 8'-8" CENTER DROP CURB ON ALLEY 4'-0" 4'-0" 7'-8" ALIGN UNIT PAVER BORDER WITH BUILDING CORNER ALIGN WITH BUILDING CORNER EXTENTS OF 3' DEEP CU SOIL; TYP 7'-1" 7'-6" 6'-0" 6'-0" EXTENTS OF C.U. STRUCTURAL SOIL SUBBASE 3'-0" 3'-4" 2'-0" 10'-5" 3'-0" 5'-4" 5'-4" 4'-0" 2'-0" 3'-9" 3'-0" 13'-4" ±3'-0" 7'-2" 7'-0" SIGNAL VAULT AND POLE TO REMAIN & BE PROTECTED SIGN TO REMAIN & BE PROTECTED 6'-0" 6'-0" 8'-10" 6'-0" ± 3'-9" 6'-10" ± 10'-6"39'-2" E2 L-502 STAIR 1 C2-C4 L-502 CONCRETE PLINTH WITH PLANTERS & PRECAST CONCRETE BENCHES TABLES & CHAIRS; SEE SPEC C5 L-501 UNIT PAVERS ON CONCRETE BASE, TYP A5 L-501 MED. DUTY CONCRETE WITH UNIT PAVER EDGE B1 L-501 GRANITE CURB, TYP. EXISTING CURB TO REMAIN CORN STREET ALLEY A1 L-501 MED. DUTYCONCRETE PAVEMENT D3 L-501 BOLLARD TYPE 1 D3 L-501 BOLLARD TYPE 1 D4 L-501 BOLLARD TYPE 2 3'-0" 7'-2" 3'-0" TRENCH DRAIN; SEE CIVIL DRAWINGS STEEL PAVER EDGE RESTRAINT WITHIN TREE PIT, TYP. B3 L-501 ASPHALT PATCH MATCHLINE ȭ ȭ ± 11'-0" B1 L-501 GRANITE CURB, TYP; ITEM 609.0203 A1 L-501 MEDIUM DUTY CONCRETE PAVEMENT, TYP; ITEMS 304.12, 609.0203 C1 L-501 WHEEL STOP, TYP. B4 L-501 ASPHALT PAVEMENT, TYP; ITEMS 207.21, 304.21, 402.097204, 402.197904 R5'-0" R5'-0" R5'-0" R5'-0" R5'-0" R5'-0" 4'-7"12'-0" B2 L-501 STONE MULCH B1 L-501 GRANITE CURB 6'-4" 6'-0" 19'-4" 6'-0" 18'-0" 17'-8"9'-8"21'-3" 9'-8" 2'-1" ±9'-7" ±6'-0"5'-0" 12'-5" 58'-3" 4'-0" 2'-3" TRANSFORMER PADD4 L-501 BOLLARD TYPE 2 B3 L-501 ASPHALT PATCH ITEMS 402.097204, 402.197904 430-444 West State / MLK Street DATE DESCRIPTION ITHACA, NEW YORK COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. DRAWING TITLE SCALE: SHEET NO. STAMP T.G. Miller, P.C. 605 West State Street, Suite A CIVIL ENGINEERS JOB NO. ECA # 725 Ithaca, New York 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street Suite 201 LANDSCAPE Ithaca, New York 14850 Taitem 110 S. Albany Street STRUCTURAL & MEP ENGINEERS Ithaca, New York 14850 717 5TH STREET NW WASHINGTON, DC 20001 230 COLONIAL DRIVE HORSEHEADS, NEW YORK ARNOT ITHACA 2, LLC 12.23.2020 PERMIT SET 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 430-444 West State / MLK Street DATE DESCRIPTION ITHACA, NEW YORK COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. DRAWING TITLE SCALE: SHEET NO. STAMP T.G. Miller, P.C. 605 West State Street, Suite A CIVIL ENGINEERS JOB NO. ECA # 725 Ithaca, New York 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street Suite 201 LANDSCAPE Ithaca, New York 14850 Taitem 110 S. Albany Street STRUCTURAL & MEP ENGINEERS Ithaca, New York 14850 717 5TH STREET NW WASHINGTON, DC 20001 230 COLONIAL DRIVE HORSEHEADS, NEW YORK ARNOT ITHACA 2, LLC 12.23.2020 PERMIT SET 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 KEY MATERIAL DETAIL MEDIUM DUTY CONCRETE PAVEMENT UNIT PAVERS ON CONCRETE BASE UNIT PAVERS ON STRUCTURAL SOIL 1. GENERAL CONTRACTOR SHALL CONTACT UTILITY LOCATING COMPANY AND LOCATE ALL UTILITIES PRIOR TO EXCAVATION AND NOTIFY ALL UTILITY OWNERS HAVING UNDERGROUND UTILITIES ON SITE PRIOR TO EXCAVATION. 2. UNLESS OTHERWISE INDICATED ON SITE LAYOUT PLAN, REPLACE MATERIALS IN KIND ATOP UTILITY TRENCHING. 3. SEE ELECTRICAL DRAWINGS FOR LAYOUT OF UNDERGROUND ELECTRICAL AND LIGHTING. 4. INSTALL EXPANSION JOINTS PER PLAN, NOT TO EXCEED EVERY 24' IN CONCRETE AND IN AREAS WHERE CONCRETE ABUTS CURBS AND OTHER FIXED OBJECTS. 5. VERIFY DIMENSIONS AND ACCEPT CONDITIONS BEFORE PROCEEDING WITH WORK. REPORT DISCREPANCIES TO LANDSCAPE ARCHITECT BEFORE PROCEEDING. 6. DO NOT SCALE FROM MEASURING DRAWINGS. 7. WALKS, DRIVES, CURBS, PARKING, & BUILDING LOCATIONS TO BE LAID OUT IN THE FIELD BY A LICENSED SURVEYOR. 8. LAYOUT IS PARALLEL AND PERPENDICULAR TO BUILDING. 9. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 10. SITE DRAWINGS BASED ON SURVEY BY: T.G. MILLER PC 605 West State Street, Suite A Ithaca, NY 14850 (607) 272-6477 11. SEE SHEET L-501 FOR PAY ITEM NUMBERS FOR WORK IN NYSDOT ROW ALONG SENECA STREET. LAYOUT NOTES LEGEND INSET 1:10 0 10' 20' SITE LAYOUT & MATERIALS 0'-1"" = 10'-0" L-201 CONTRACT LIMIT LINE PROPERTY LINE ROW LINE SHEET MATCHLINE SAWCUT PAVEMENT POINT OF BEGINNING TRANSFORMER ENCLOSURE ASPHALT PAVEMENT A1,A2,A3L-501 C5 L-501 B5 L-501 C5 L-501 MAGLIN KONTUR TABLE & CHAIRS 1 1 UP UP UP EE 394.52 2% 2% 2% 4.3% MAX 2.4% MAX 2% 1.5% 1.5%0.3% 1% TRENCH DRAIN; SEE CIVIL FFE 395.07 394 FFE 394.54 FFE 394.97 1% MAX 1:12 MAX 394.5 395 4.7% MAX 1.5% MAX 2% MAX 394.5 1% 1% 1% 5%5% 1% 3.4% 2% 1% 395 1.8% 1.7% 1.2% 1.2% 3.4% FFE 394.54 FFE 394.54 FFE 394.541.5% 394 394.5 394 393.5 393.5 393.5 393.5 393 393.5 3% FFE 394.54 TC 394.0 BC 393.5 394.21 394.39 TC/BC 394.06 TC 393.86 BC 393.36 393.74 EE 394.52 TC/BC 393.04 TC/BC 393.05 TC 394.17 BC 393.67 MATCH EXISTING TC ±394.26 BC ±393.84 394.30 394.33 EE 394.52 394.38 EE 394.52 394.38 TC 394.36 BC 393.94 TC/BC 394.02 TC 394.50 BC 394.00 394.66 394.80 TC 393.57 BC 393.15 TC/BC 393.13 TC 393.41 BC 392.91 TC 393.40 BC 392.90 TC/BC 393.00 393.63393.54 393.40 TC/BC 393.45 TC 393.64 BC 393.14 EE 394.60 EE 395.05 EE 394.52 TC 392.96 BC 392.46 TC/BC 392.67 TC/BC 392.80 TC 393.36 BC 392.86 393.58 393.44 EE 394.52 394.50 394.79 EE 395 394.80 394.69394.65 394.77 394.60 394.58 EE 394.60 MATCH EXISTING GRADE ±393.52 MATCH EXISTING GRADE ±393.79 MATCH EXISTING GRADE ±394.5 MATCH EXISTING GRADE ±395.3 HP TS 395.65 BS 395.32 TS 395.56 BS 395.08 394.86 394.98 394.58 394.50 EE 394.95 395.12 TS 395.63 BS 395.30 TS 395.58 BS 395.00 394.90 394.69 RIM 394.39 394.00 394.82 EE 394.52 RIM 394.40 EE 394.95394.5 394.68 394.46 394.46 394.41 394.46 394.97 394.54 394.54 394.69 394.85 MATCH EXISTING GRADE ±393.30 MATCH EXISTING GRADE ±393.49 394.53 394.53 394.97 394.91 394.91 394.83 394.91 RIM 394.30 RIM 393.83 394.60 394.59 394.59 394.60 394.75 394.60 EE 394.80 RIM 394.33 394.80 EE 394.80 EE 394.80 394.80 395.30 394.80 HP 395 394.54 395.02 395.02 394.54 394.44394.44 394.5 394.5394.5 MATCH EXISTING GRADE ±393 MATCH EXISTING GRADE ±393.50 TC/BC 394.50 BC 393.8 394.07 393.68 393.71 RIM 394.77 393.60 394.82 394.70 394.65 394.60 394.50 394393.88 394.46 TC/BC 394 BC 393.5 TC/BC 393.77 BC MATCH EXISTING ±393.5 394.45 394.74 394.57 UNDER DRAIN; SEE CIVIL TS 394.10 BS 393.77 EE 394.52TS 394.45 BS 394.12 394.48 393.76 TW 394.41 BW 393.70 TS 394.03 BS/BW 393.70 394.80 TS 395.05 BS 394.80 TS 394.97 BS 394.72 TS 395 BS 394.75 TS 394.92 BS 394.67 TW / BW 394.38 TW / BW 394.41 394.90 395.21 394.88 TS 394.38 BS 394.05 TC 393.45 BC 393.07 TC 393.45 BC 393.14 BOTTOM A.C. UNIT ELEV 402.3 BOTTOM A.C. UNIT ELEV 399.1 TW / BW 394.26 394.33 394.23 TW / BW 394.29 TW / BW 394.38 1% 394.80 2% MAX 393.5 393 393.5 TC/BC 392.37 TC/BC 393.57 TC 392.81 BC 392.31 TC 393.02 BC 392.52 TC/BC 392.55 TC/BC 392.68 TC 393.20 BC 392.70 392.90 393.05 393.18 393.22 393.15 393.34 393.30 MATCH EXISTING ±393.68 RIM 393.23 393.60 393.57 393.36 393.41 MATCH EXISTING GRADE ±393.28 MATCH EXISTING GRADE ±393 TS 393.97 BS 393.47 TS 394 BS 393.5 TS 394.18 BS 393.68 TS 394 BS 393.50 TC/BC 393.50 BC MATCH EXISTING ±393.22 UNDER DRAIN; SEE CIVIL BOTTOM A.C. UNIT ELEV 402.3 BOTTOM A.C. UNIT ELEV 401.5 RIM ±392.45 430-444 West State / MLK Street DATE DESCRIPTION ITHACA, NEW YORK COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. DRAWING TITLE SCALE: SHEET NO. STAMP T.G. Miller, P.C. 605 West State Street, Suite A CIVIL ENGINEERS JOB NO. ECA # 725 Ithaca, New York 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street Suite 201 LANDSCAPE Ithaca, New York 14850 Taitem 110 S. Albany Street STRUCTURAL & MEP ENGINEERS Ithaca, New York 14850 717 5TH STREET NW WASHINGTON, DC 20001 230 COLONIAL DRIVE HORSEHEADS, NEW YORK ARNOT ITHACA 2, LLC 12.23.2020 PERMIT SET 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 430-444 West State / MLK Street DATE DESCRIPTION ITHACA, NEW YORK COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. DRAWING TITLE SCALE: SHEET NO. STAMP T.G. Miller, P.C. 605 West State Street, Suite A CIVIL ENGINEERS JOB NO. ECA # 725 Ithaca, New York 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street Suite 201 LANDSCAPE Ithaca, New York 14850 Taitem 110 S. Albany Street STRUCTURAL & MEP ENGINEERS Ithaca, New York 14850 717 5TH STREET NW WASHINGTON, DC 20001 230 COLONIAL DRIVE HORSEHEADS, NEW YORK ARNOT ITHACA 2, LLC 12.23.2020 PERMIT SET 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 INSET 1:10 GRADING LEGEND FFE EE TS BR TW BW CO TC BC MAJOR PROPOSED CONTOUR EXISTING CONTOUR MINOR PROPOSED CONTOUR FINISH FLOOR ELEVATION ENTRY ELEVATION TOP OF SLAB BOTTOM OF SLAB TOP OF WALL BOTTOM OF WALL CLEAN OUT RIM ELEVATION TOP OF CURB BOTTOM OF CURB SPOT ELEVATION GRADING NOTES 1. ALL EXISTING STRUCTURES, UNLESS OTHERWISE NOTED TO REMAIN, FENCING, TREES, ETC., WITHIN CONSTRUCTION AREA SHALL BE REMOVED & DISPOSED OF OFF SITE. 2. GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES HAVING UNDERGROUND UTILITIES ON SITE OR IN RIGHT-OF-WAY PRIOR TO EXCAVATION. CONTRACTOR SHALL CONTACT UTILITY LOCATING COMPANY AND LOCATE ALL UTILITIES PRIOR TO GRADING START. 3. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 4. MINIMIZE IMPACT TO EXISTING, REMAINING LANDSCAPE WHILE EXCAVATING. GREAT CARE IS TO BE TAKEN TO AVOID DISTURBING ROOTS OF EXISTING TREES. HAND EXCAVATION & AIR SPADING WILL BE REQUIRED WHERE EXISTING TREE ROOTS ARE PRESENT. 5. ALL EXISTING UTILITY COVERS AND GRATES WITHIN THE AREA OF DISTURBANCE ARE TO BE ADJUSTED TO MEET PROPOSED GRADES. 6. MATCH EXISTING GRADE AT ALL EDGES WHERE PROJECT WORK MEETS EXISTING SITE. 7. SEE ELECTRICAL DRAWINGS FOR PROPOSED UTILITIES. 8. ALL WALKWAYS TO HAVE A MAXIMUM 2% CROSS SLOPE. 9. ALL ADA ACCESSIBLE ROUTES INDICATED ON PLANS TO HAVE A MAXIMUM 5% RUNNING SLOPE AS REQUIRED BY CODE. 10. MINIMIZE GRADING WITHIN W. STATE STREET / MLK; MATCH TO EXISTING BOTTOM OF CURB ELEVATIONS TC 863.66 BC 863.33 0 10' 20' 0'-1"" = 10'-0" L-301 SITE GRADING CONTRACT LIMIT LINE PROPERTY LINE ROW LINE MATCHLINE GRADE BREAK PROPOSED HALF CONTOUR HP HIGH POINT MULCHED PROTECTION, TYP. 3' DEPTH TREE & SHRUB PLANTING SOIL, TYP. 3' DEPTH CU STRUCTURAL SOIL, TYP. TURF SOIL, TYP. ITEM 610.1403 TREE & SHRUB PLANTING SOIL TREE & SHRUB PLANTING SOIL; ITEM 610.1404 430-444 West State / MLK Street DATE DESCRIPTION ITHACA, NEW YORK COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. DRAWING TITLE SCALE: SHEET NO. STAMP T.G. Miller, P.C. 605 West State Street, Suite A CIVIL ENGINEERS JOB NO. ECA # 725 Ithaca, New York 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street Suite 201 LANDSCAPE Ithaca, New York 14850 Taitem 110 S. Albany Street STRUCTURAL & MEP ENGINEERS Ithaca, New York 14850 717 5TH STREET NW WASHINGTON, DC 20001 230 COLONIAL DRIVE HORSEHEADS, NEW YORK ARNOT ITHACA 2, LLC 12.23.2020 PERMIT SET 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 430-444 West State / MLK Street DATE DESCRIPTION ITHACA, NEW YORK COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. DRAWING TITLE SCALE: SHEET NO. STAMP T.G. Miller, P.C. 605 West State Street, Suite A CIVIL ENGINEERS JOB NO. ECA # 725 Ithaca, New York 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street Suite 201 LANDSCAPE Ithaca, New York 14850 Taitem 110 S. Albany Street STRUCTURAL & MEP ENGINEERS Ithaca, New York 14850 717 5TH STREET NW WASHINGTON, DC 20001 230 COLONIAL DRIVE HORSEHEADS, NEW YORK ARNOT ITHACA 2, LLC 12.23.2020 PERMIT SET 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 1. SEE PLANTING DETAILS L500 SERIES FOR SUBSURFACE PREPARATIONS 2. UPON ESTABLISHMENT OF SUBGRADE ELEVATIONS FOR LAWN AND LANDSCAPE AREAS, ALL SUBGRADE OUTSIDE OF EXISTING TREE PROTECTION ZONES SHALL BE DEEP RIPPED AND DECOMPACTED PRIOR TO PLACEMENT OF PROPOSED SOIL MIXES. REFER TO SECTION 329113 SOIL PREPARATION FOR SPECIFICATIONS AND REQUIREMENTS. 3. CONTRACTOR TO DEMONSTRATE TO THE OWNER’S REPRESENTATIVE THAT SUBGRADE HAS BEEN FRACTURED TO A DEPTH OF 20- TO 24-INCHES FOR APPROVAL PRIOR TO PLACING SOIL MIXES. 4. CONTRACTOR TO CONFIRM PRESENCE OF EXISTING C.U. STRUCTURAL SOIL ALONG STATE STREET; CONTRACTOR'S OPTION TO EXCAVATE, STOCKPILE, AND REINSTALL STRUCTURAL SOIL. 5. CONTRACTOR TO PROVIDE ADDITIONAL C.U. STRUCTURAL SOIL AS REQUIRED TO MEET VOLUME INDICATED ON PLANS AND DETAILS. SOILS NOTES INSET 1:10 SOILS LEGEND TURF SOIL CU STRUCTURAL SOIL TREE AND SHRUB PLANTING SOIL EXISTING TREE TO REMAIN - MULCHED PROTECTION 4' FROM BASE OF TRUNK. SEE PLANTING PLAN 0 10' 20' 0'-1"" = 10'-0" L-401 SOILS PLAN CONTRACT LIMIT LINE PROPERTY LINE ROW LINE SHEET MATCHLINE SAWCUT PAVEMENT KEY MATERIAL DETAIL 1 3 KpG 2 AcMi 1 KpG AERATE AND OVERSEED WITH TURFGRASS SEED MIX PER SPEC. 1 KpG 2 AcMi 6JpN 3JpN 3JpN ANNUALS MIX; DISTRIBUTE EVENLY THROUGHOUT PLANTERS 6 JpN 13 JvG 5 CsAf 7 MpSS 12 JvG 6 HaA 1 CrSP 9 JvG 1 AcMi 3 MpSS TURFGRASS, TYP; NYSDOT ITEMS 610.1403, 610.1602 3 CsAf 3HaA 5 JvG 430-444 West State / MLK Street DATE DESCRIPTION ITHACA, NEW YORK COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. DRAWING TITLE SCALE: SHEET NO. STAMP T.G. Miller, P.C. 605 West State Street, Suite A CIVIL ENGINEERS JOB NO. ECA # 725 Ithaca, New York 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street Suite 201 LANDSCAPE Ithaca, New York 14850 Taitem 110 S. Albany Street STRUCTURAL & MEP ENGINEERS Ithaca, New York 14850 717 5TH STREET NW WASHINGTON, DC 20001 230 COLONIAL DRIVE HORSEHEADS, NEW YORK ARNOT ITHACA 2, LLC 12.23.2020 PERMIT SET 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 430-444 West State / MLK Street DATE DESCRIPTION ITHACA, NEW YORK COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. DRAWING TITLE SCALE: SHEET NO. STAMP T.G. Miller, P.C. 605 West State Street, Suite A CIVIL ENGINEERS JOB NO. ECA # 725 Ithaca, New York 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street Suite 201 LANDSCAPE Ithaca, New York 14850 Taitem 110 S. Albany Street STRUCTURAL & MEP ENGINEERS Ithaca, New York 14850 717 5TH STREET NW WASHINGTON, DC 20001 230 COLONIAL DRIVE HORSEHEADS, NEW YORK ARNOT ITHACA 2, LLC 12.23.2020 PERMIT SET 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 SHRUBS & PERENNIALS PROPOSED TREE EXISTING TREE TO REMAIN 1. ALL PLANTING BEDS TO BE PREPARED AS SPECIFIED: SHRUB BEDS TO BE PREPARED IN THEIR ENTIRETY WITH 24" OF PLANTING SOIL MIX. TREE PITS TO BE DUG TO DEPTH OF ROOTBALL BY 3X THE DIAMETER. 2. AFTER BEDS ARE PREPARED, THE LANDSCAPE CONTRACTOR IS TO LOCATE TREES, SHRUBS AND PERENNIALS AS SHOWN ON PLANS. TREE, SHRUB AND PERENNIAL LOCATIONS ARE TO BE APPROVED BY LANDSCAPE ARCHITECT BEFORE THEY ARE PLANTED. 3. NO PLANTS ARE TO BE PLANTED UNDER ROOF OVERHANGS OR CANOPIES. 4. ALL TREES AND PLANTS TO COMPLY WITH APPLICABLE REQUIREMENTS OF ANSI 260.1 "AMERICAN STANDARD FOR NURSERY STOCK". 5. MAINTAIN AND WARRANTY ALL LIVING PLANT MATERIAL AS PER SPECIFICATIONS. 6. HAND DIG AND PLANT SHRUBS AND PERENNIALS WITHIN CANOPY OF EXISTING TREES. PROTECT ROOTS OF EXISTING TREES DURING INSTALLATION. 7. ALL DISTURBED AREAS THAT ARE NOT SHOWN AS PAVED OR PLANTED ARE TO BE SEEDED AS LAWN PER SPECIFICATION. 8. TREES ALONG STATE STREET TO BE CENTERED IN TREE PITS PLANTING NOTES LEGEND INSET 1:10 DOT PAY ITEM QT KEY BOTANICAL NAME COMMON NAME SIZE ROOT SPACING COMMENTS TREES 611.0161 3 AcMi Acer miyabei 'Morton' State Street Maple 2 to 2 1 2" B&B Per Plan Branch to 5' 1 CrSP Cornus 'Rutgan' Stellar Pink Dogwood 1 1 2" to 1 3 4" B&B Per Plan 4 KpG Koelreuteria paniculata Goldenraintree 2 to 2 1 2" B&B Per Plan SHRUBS & GRASSES 8 CsAF Cornus sericea 'Arctic Fire' Arctic Fire Red Osier Dogwood 24-36" #5 CONT. 3' O.C. 9 HaA Hydrangea arborescens 'Abetwo' INCREDIBALL Smooth Hydrangea 3-4' #5 CONT 49 JvG Juniperus virginiana 'Grey Owl' Grey Owl Red Cedar 18-24" #3 CONT 24'" O.C. 15 JpN Juniperus procumbens 'Nana' Garden Juniper 18-24" #1 CONT 18'" O.C. 10 MpSS Morella pensylvanica 'Silver Sprite' Bayberry 12-18" #3 CONT. 4' O.C. 1 Morella pensylvanica 'Morton Male' Bayberry 12-18" #3 CONT. 4' O.C. 1 For Every 6 MpSS ANNUALS 60 Annuals Mix 8" O.C. Distribute Evenly Throughout Planters LAWN ESTABLISHMENT 0 10' 20' 0'-1"" = 10'-0" L-402 PLANTING PLAN CONTRACT LIMIT LINE PROPERTY LINE ROW LINE SHEET MATCHLINE KEY MATERIAL DETAIL L-501 E2 L-501 E5 L-501 E1 L-501 E3 ANNUALS MIX 33% Viola s. melanium (mixed colors) 33% Pelagonium x. hortorium (mixed colors) 33% Petunia x. atkinsiana (mixed colors) 1 NOTES: 1. SEE PLANS FOR TOOL JOINTS, EXPANSION JOINTS (EJ), LAYOUT WIDTHS AND RADII. 2. 2" MINIMUM CONCRETE COVERAGE ON MESH AND TIES 3. PAY ITEMS FOR WORK IN NYSDOT ROW ON SENECA STREET 304.12 - SUBBASE, 608.0101 - CONCRETE PAVEMENT CROSS SLOPE AS SHOWN ON GRADING PLAN Scale: 1"=1'-0" MEDIUM DUTY CONCRETE PAVEMENTA1 WIDTH AS SHOWN ON PLAN VARIES 6" 5" WELDED WIRE FABRIC 6" X 6" - W2.9 x W2.9 FLAT SHEETS SET ON CHAIRS 8" COMPACTED NYSDOT TYPE 2 SUBBASE (ITEM 304.12) OR 36" STRUCTURAL SOIL. SEE L401 FOR LOCATIONS. COMPACTED SUBGRADE CONCRETE PAVEMENT MIX (4500PSI AT 28 DAYS); (ITEM 608.0101) NOTES: 1. SEE PLANS FOR LOCATION AND TYPE OF JOINTS. 2. OVERLAP MESH SHEETS 1'-0" MIN. 3. EXPANSION JOINTS TO BE LOCATED EVERY 30' O.C. MIN UNLESS OTHERWISE NOTED ON PLANS TJ EJ Scale: 1"=1'-0" CONCRETE JOINTSA2 1/2" EXPANSION JOINT (EJ)/ CONSTRUCTION JOINT (CJ) AND CLOSED-CELL FOAM FILLER AND JOINT SEALANT 1/2" EPOXY COATED SMOOTH DOWEL x 18" W/ PLASTIC SLEEVE AT 18" O.C. 1" DEEP TOOL JOINT (TJ) W/ 1 4" RADIUS NOTE: 1. 1/4" RECESS AT BUILDING THRESHOLD Scale: 1"=1'-0" PIN AT BUILDING THRESHOLDA4 CONCRETE PAVEMENT AT BUILDING THRESHOLDS BUILDING FACE #4 EPOXY-COATED SMOOTH DOWEL AT 16" O.C. GREASE AND CAST INTO FOUNDATION WALL. BUILDING FOUNDATION EXPANSION JOINT 4" 1'-6" 6" 1'=1'-0" ASPHALT PATCHB3 1'-6" 3" SAWCUT RESURFACE LIMIT LOCATION AS SHOWN ON PLANS; INCLUDE IN ITEM 203.02 BITUMINOUS TACK COAT; ITEM 407.0103 EXISTING ASPHALT EXISTING SUB-BASE 2" TOP COURSE; ITEM 402.097204 COMPACTED SUB-BASE COURSE MIN 8" DEEP, ITEM 304.12 3" BINDER COURSE; ITEM 402.197904 NOTES: 1. PAY ITEMS FOR WORK IN NYSDOT ROW ON SENECA STREET 304.12 SUBBASE, 402.097203 TOP COURSE, 402.197903 BINDER COURSE Scale: 1"=1'-0" ASPHALT PAVEMENTB4 11 2" 1'-0" 3" 2'-0" WRAP TOP COURSE, ITEM 402.097204 BINDER COURSE, ITEM 402.197904 COMPACTED SUBGRADE SEPARATION FABRIC TO WRAP UNDER ASPHALT, ITEM 207.21 TAMP EDGES COMPACTED SUBBASE, SHOULDER TO EXTEND 12" BEYOND EDGE OF PAVEMENT; ITEM 304.12 NOTES: 1. PAY ITEMS FOR WORK IN NYSDOT ROW ON SENECA STREET 304.12 SUBBASE, 402.097204 TOP COURSE, 402.197904 BINDER COURSE. 207.21 SEPARATION FABRIC NOTES: 1. RADIUS CURBING SHALL BE USED ON ALL RADII LESS THAN 100 FEET. 2. PAY ITEMS FOR WORK IN NYSDOT ROW ON SENECA STREET: 609.0203 - GRANITE CURB TYPE C Scale: 1"=1'-0" GRANITE CURBB1 5" 1'-4" 6" 3" ADJACENT PAVING ADJACENT PAVEMENT OR PLANTING NYSDOT TYPE C GRANITE CURB 1/2" BATTERED FACE, 6" DOWN FROM SAWN TOP, ITEM 609.0203 3000 PSI CONCRETE BACKING FULL LENGTH OF CURB. FORCE CONCRETE THROUGH BACK OF JOINTS. GROUT FRONT AND TOP OF JOINTS FLUSH WITH MORTAR MIX VARIES PER GRADING PLAN, 6" TYPICAL 1:3:6 DRY MIX UNIFORM PILES AT EACH END AND ON 3-FOOT CENTERS BENEATH CURB FOR FULL LENGTH OF CURB 1 2" EXPANSION JOINT AND JOINT SEALANT BETWEEN GRANITE AND CONCRETE INCLUDED IN - ITEM 609.0203 COMPACTED SUBGRADE NOTES: 1. SEE PLANS FOR LOCATION AND TYPE OF SCORE JOINTS. 2. BROOM PERPENDICULAR TO LINE OF TRAFFIC. 3. 2" WINDOW PANE EDGE FINISH. Scale: 3/4"=1'-0" CONCRETE BROOM FINISH DETAILA3 WIDTH AS SHOWN ON PLAN WIDTH AS SHOWN ON PLAN MEDIUM BROOM FINISH. BROOM PERPENDICULAR TO LINE OF TRAFFIC TOOLED CONTROL JOINTS 2" WINDOW PANE EDGE FINISH HANDICAP PAVEMENT MARKING NOTES: 1. REMOVED AND STOCKPILED SIGNS TO BE REINSTALLED. CONTRACTOR SHALL PROVIDE ANY NEW OR ADDITIONAL SIGNS NEEDED TO MEET ADA PARKING CODE REQUIREMENTS. 2. POSTS AND MOUNTING HARDWARE SHALL BE GALVANIZED TAMPER RESISTANT BOLTS, LENGTH AS NECESSARY. Scale: 1/4"=1'-0" ADA PAVEMENT MARKINGS B5 4'-0" TRAFFIC WHITE 4" WIDE PAINT LINE, TYP. CURB FACE TRAFFIC WHITE 4" WIDE PAINT LINE, TYP. TRAFFIC BLUE PAINT TRAFFIC WHITE PAINT NEW YORK STATE ACCESSIBLE ICON Scale: 1/4"=1'-0" TRAFFIC SIGNSD1 3'-0" TYP. 12" 7'-0" CLEAR MIN., TYP. 2" GALVANIZED U-CHANNEL POST WITH BREAKAWAY BASE ADJACENT PAVEMENT 2500 PSI CONC. SONO TUBE RE-MOUNT STOCKPILED SIGNS Scale: 1/2"=1'-0" WHEEL STOPC1 END VIEW INSTALLATION PLAN ELEVATION PARKING STALL C L SECTION WHEEL STOP 3 4" REINF. ROD SHALL BE PLACED PRIOR TO SURFACING, OR IN A HOLE DRILLED IN THE FINISHED SURFACE WITH A TIGHT FIT OBTAINED BY AN APPROVED METHOD, OR DRIVEN INTO THE SURFACING 2 - #3 HOLE FOR 3 4" Ø ROD. GROUT HOLE FULL. 7'-0" MIN 8'-0" MAX 1'-0" 2'-0" MIN DRAINAGE OPENING 1'-0" 2'-0" MIN DRAINAGE OPENING 1'-0" 61 2" 61 2" 2'-7 1 2" 8" 21 2"4" 2" 8" Scale: 1/4"=1'-0" PERENNIAL AND SHRUB PLANTINGE2 NOTES: 1. PLANT AT SAME DEPTH AS PREVIOUSLY PLANTED IN NURSERY OR CONTAINER 2. PROVIDE COMPACTED BASE UNDER ROOT BALL ONLY TO PREVENT SETTLING SHREDDED BARK MULCH, EXTENT OF BEDLINE: x 4" (100mm) FOR SHRUBS x3" (75mm) FOR PERENNIALS AND BULBS UNTIE AND ROLL BACK BURLAP FROM MIN. 1/3 OF ROOT BALL. SYNTHETIC WRAP IS UNACCEPTABLE. CUT WIRE BASKETS AND REMOVE. SPECIFIED PLANTING SOIL MIX SPADED BED EDGE COMPACTED BASE 24" MIN Scale: 1/4"=1'-0" TREE PLANTING: ITEM 611.0161E3 3X WIDTH OF ROOT BALL 6" MIN PLANT SHALL BE SET AT OR SLIGHTLY ABOVE THE ESTABLISHED FINISH GRADE 4" SPECIFIED SHREDDED BARK MULCH; INCLUDE IN TREE ITEM UNTIE AND ROLL BACK BURLAP FROM MIN. 1/3 OF ROOT BALL. SYNTHETIC WRAP IS UNACCEPTABLE. CUT WIRE BASKETS AND REMOVE. SPECIFIED PLANTING SOIL MIX; ITEM 610.1404 GRADE TO FORM SAUCER IN LAWN AREAS ONLY SCARIFY SIDES AND BOTTOM OF TREE PIT TO PREVENT GLAZING OF SUBGRADE. SET TREE DIRECTLY ON SUBGRADE TO PREVENT SETTLING. Scale: 1"=1'-0" LAWN ESTABLISHMENTE1 6" 6" SPECIFIED SEED MIX - APPLIED AT RATE AS SPECIFIED AND ROLLED INTO SOIL. ITEM 610.1602 6" TURF SOIL. ROLL AND COMPACT TO 85% PROCTOR DENSITY. ITEM 610.1403 AERATED/ROTOTILLED SUBSOIL UNDISTURBED AND/OR COMPACTED SUBGRADE 1 2" NATURAL COLOR HYDRO-MULCH NOTES: 1. PAY ITEMS FOR WORK IN NYSDOT ROW ON SENECA STREET: 610.1403 TOPSOIL LAWN; 610.1602 ESTABLISH TURF Scale: 1/4"=1'-0" TREE PROTECTIONE4 NOTES: 1. OUTSIDE EDGE OF TREE PROTECTION FENCE SHOULD BE PLACED AS INDICATED ON DEMOLITION PLAN. TREE PROTECTION FENCE SHALL BE PLACED AROUND GROUPS OF TREES AS SHOWN ON PLAN. TREE PROTECTION FENCE DO NOT DISTURB AREA WITHIN FENCE. DO NOT STORE MATERIALS OR EQUIPMENT WITHIN THE FENCED AREA. TREE PROTECTION FENCE DO NOT DISTURB AREA WITHIN FENCE. DO NOT STORE MATERIALS OR EQUIPMENT WITHIN THE FENCED AREA. 4X4X6' POSTS, TYP. 2X6 RAILS, TYP. FINISH GRADE 4'-0" 2'-0" 3'-0" MIN. VARIES PER SITE PLAN Scale: 1"=1'-0" UNIT PAVERS ON CONCRETE BASEC5 NOTES: 1. PROVIDE WEEPS 12" IN DIA. IN CONCRETE EVERY 24" ALONG LINE OF LOW POINT. PLACE 12" SQUARE OF FILTER FABRIC OVER WEEPS BEFORE PLACEMENT OF SETTING BED. 2. BASIS OF DESIGN: BELGARD HOLLAND PAVER 3. 80mm VEHICULAR GRADE PAVER IN CORN STREET ALLEY VARIES5" 1" CONCRETE UNIT PAVERS; THICKNESS VARIES PER APPLICATION; SEE NOTES SAND SETTING BED POLYMERIC SAND SWEPT JOINTS 8" COMPACTED SUBBASE OR 36" STRUCTURAL SOIL; SEE L401 FOR LOCATIONS CONCRETE PAVEMENT BASE COMPACTED SUBGRADE PROVIDE 1 2" WEEP HOLES AT 24"O.C. ALONG LINE OF LOW POINT SOLDIER COURSE BORDER; BELGARD HOLLAND STONE, SABLE BLEND HERRINGBONE INTERNAL FIELD; BELGARD HOLLAND STONE, SILEX BLEND SECTION PLAN: NTS MITRE CORNERS 3 16-INCH STEEL EDGE RESTRAINT INSIDE TREE PITS; SET TOP OF RESTRAIN FLUSH WITH TOP LEVEL OF PAVER; TAPCON INTO CONCRETE BASE Scale: 1/2"=1'-0" BICYCLE RACKD2 NOTES: 1. MOUNT AS PER MANUFACTURER'S SPECIFICATIONS. 2. FOR BICYCLE RACK PRODUCT, SEE SPECIFICATIONS 3. BASIS OF DESIGN: MAGLIN MBR-500 DB C5 L-501 UNIT PAVERS ON CONCRETE BASE H.S. STEEL TUBE BIKE RACK 1'-6" Scale: 1/4"=1'-0" ADA CURB RAMP TYPE 1C2 PITCH 1:12 MAX PITCH 1:12 MAX NOTES: 1. SEE LAYOUT PLAN FOR LOCATION AND DIMENSION OF CURB RAMPS 2. GRADE CHANGES TO BE SMOOTH AND EVENLY PITCHED. WALK WHERE SHOWN PITCH 1:12 MAX SECTION PLAN 5" SEE LAYOUT PLAN CURB W/ 1/4" REVEAL ASPHALT PAVING DETECTABLE WARNING SEE SPECS 1:12 MAX SLOPE 6'-0" TYP 6' MIN; SEE PLAN 6'-0" 6'-0"MIN. SEE PLAN 5" TYP Scale: 1/4"=1'-0" ADA CURB RAMP TYPE 2C3 PITCH 1:12 MAX NOTES: 1. SEE LAYOUT PLAN FOR LOCATION AND DIMENSION OF CURB RAMPS 2. GRADE CHANGES TO BE SMOOTH AND EVENLY PITCHED. PITCH 1:12 MAX SECTION PLAN 5" SEE LAYOUT PLAN CURB W/ 1/4" REVEAL ASPHALT PAVING DETECTABLE WARNING SEE SPECS EXISTING SIGNAL TO REMAIN 1:12 MAX SLOPE 6'-0" TYP 6' MIN; SEE PLAN 6'-0" 6'-0"MIN. SEE PLAN 5" TYP Scale: 1"=1'-0" MEDIUM DUTY CONCRETE WITH UNIT PAVER EDGEA5 NOTES: 1. FLUSH CONCRETE UNIT PAVER BAND TO HAVE A MAX. 1/4" REVEAL ABOVE ADJACENT PAVING 2. BASIS OF DESIGN: BELGARD HOLLAND PAVER 3. MITRE CORNERS PER DETAIL C5 5" 8" 8" 1'-0" FLUSH SOLDIER COURSE PAVER BAND ADJACENT PAVING MORTAR WHEEL STOP PER PLAN Scale: 1"=1'-0" STONE MULCHB2 NOTES: 1. ALUMINUM EDGING TO BE PLACED ALONG BORDER WITH PLANTING BED ONLY. VARIES SEE PLAN 4" COMPACTED SUBGRADE 1 8" THICK x 51 2" HIGH ALUMINUM EDGING WITH 12" LONG STAKES ADJACENT GRANITE CURB OR PLANTING BED STONE MULCH ADJACENT BUILDING FACE OR PAVEMENT Scale: 1/4"=1'-0" TREE PLANTING IN C.U. STRUCTURAL SOILE5 UNTIE AND ROLL BACK BURLAP FROM MIN. 1/3 OF ROOT BALL. SYNTHETIC WRAP IS UNACCEPTABLE. CUT WIRE BASKETS AND REMOVE. ADJACENT PAVEMENT SPECIFIED SHREDDED BARK MULCH SPECIFIED PLANTING MIX MEDIUM DUTY 1-3/4" PERMA-LOC EDGING OR APPROVED EQUAL STRUCTURAL SOIL SEPARATION FABRIC VARIES, SEE PLAN VARIES, SEE LAYOUT PLAN 3'-0" Scale: 1/2"=1'-0" BOLLARD TYPE 1D3 3'-0" 4'-0" 1'-0" 3'-0" 41 4" 3.5" 41 4" SUBBASE COMPACTED SUBGRADE ADJACENT PAVING 12" SONOTUBE CONCRETE STEEL PIPE SECURITY BOLLARD 3.5" O.D. CONCRETE FILLED (3000 PSI MIN) RELIANCE FOUNDRY STAINLESS STEEL BOLLARD COVER, MODEL R-7322, 4-1 2" O.D. Scale: 1/2"=1'-0" BOLLARD TYPE 2D4 4'-4" 4'-0" 1'-0" 3'-0" 33 4" 41 2" 33 4" COMPACTED SUBGRADE ADJACENT PAVING 12" SONOTUBE CONCRETE STEEL PIPE SECURITY BOLLARD 4.5" O.D. CONCRETE FILLED (3000 PSI MIN) RELIANCE FOUNDRY PLASTIC BOLLARD COVER, MODEL R-7100; 5" O.D. SUBBASE Scale: 1/2"=1'-0" REMOVABLE BOLLARDD5 3'-0" 4'-0" 1'-0" 1'-0" 313 16"3 13 16" COMPACTED SUBGRADE ADJACENT PAVING 12" SONOTUBE CONCRETE RELIANCE FOUNDRY STAINLESS STEEL BOLLARD POST, MODEL R-8902; 4-3 8" O.D. SUBBASE 430-444 West State / MLK Street DATE DESCRIPTION ITHACA, NEW YORK COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. DRAWING TITLE SCALE: SHEET NO. STAMP T.G. Miller, P.C. 605 West State Street, Suite A CIVIL ENGINEERS JOB NO. ECA # 725 Ithaca, New York 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street Suite 201 LANDSCAPE Ithaca, New York 14850 Taitem 110 S. Albany Street STRUCTURAL & MEP ENGINEERS Ithaca, New York 14850 717 5TH STREET NW WASHINGTON, DC 20001 230 COLONIAL DRIVE HORSEHEADS, NEW YORK ARNOT ITHACA 2, LLC 12.23.2020 PERMIT SET 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 430-444 West State / MLK Street DATE DESCRIPTION ITHACA, NEW YORK COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. DRAWING TITLE SCALE: SHEET NO. STAMP T.G. Miller, P.C. 605 West State Street, Suite A CIVIL ENGINEERS JOB NO. ECA # 725 Ithaca, New York 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street Suite 201 LANDSCAPE Ithaca, New York 14850 Taitem 110 S. Albany Street STRUCTURAL & MEP ENGINEERS Ithaca, New York 14850 717 5TH STREET NW WASHINGTON, DC 20001 230 COLONIAL DRIVE HORSEHEADS, NEW YORK ARNOT ITHACA 2, LLC 12.23.2020 PERMIT SET 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 AS NOTEDL-501 SITE DETAILS 1 11 1 NYSDOT ITEM NUMBERS ITEM GRANITE CURB TYPE C SEPARATION FABRIC SUBBASE COURSE TYPE 2 TOPSOIL - LAWNS 207.21 304.12 609.0203 610.1403 TURF ESTABLISHMENT610.1602 CONCRETE PAVEMENT608.0101 ASPHALT TOP COURSE402.097204 ASPHALT BINDER COURSE402.197904 1 EXCAVATION & DISPOSAL203.02 REMOVE AND STORE SIGN PANEL647.41 TREE REMOVAL; GRUB STUMP614.060404 TOPSOIL - SPECIAL PLANTING MIX610.1404 TREE PLANTING611.0161 STRAIGHT TACK COAT407.0103 1 Scale: 0'-1"=1'-0" CONCRETE PLINTH WITH PLANTERS AND PRECAST CONCRETE BENCHESC2 ASSEMBLY FRONT ISO: NTS C5 L-501 UNIT PAVERS ON CONCRETE BASE SECTION FLUSH VARIES; SEE GRADING PLAN 1'-63 8" 6" 6" TYP. 2'-2"4" TYP. 1" TYP. 3" 1'-63 8"4 1 2" 41 2" 1'-63 8" 6" 2% WASH 4" 6" 2'-4" 6" 4" 4'-0" PRECAST BENCH FRONT & REAR ISO: NTS 3" 1" 1'-6 3 8" 1'-4" PRECAST BENCH RIGHT & LEFT SIDE ELEVATION: NTS VARIES NOTES: 1. PLANTERS TYPE 1 TO BE MAGLIN MPL-1500-00003; SEE SPECIFICATION SECTION 129300 FOR COLOR & FINISH 2. PRECAST BENCHES BY WASAU TILE; SEE SPECIFICATION SECTION 129300 FOR ADDITIONAL INFO CONCRETE GRADE BEAM 12" REBAR STIRRUPS 12" O.C. WITH 3" MIN. COVER COMPACTED SUBGRADE (4) #4 HORIZONTAL BARS CONTINUOUS WITH 3" MIN. COVER COMPACTED SUBBASE COMPACTED SUBBASE 12" REBAR STIRRUPS 12" O.C. WITH 3" MIN. COVER CONCRETE GRADE BEAM (4) #4 HORIZ. BARS CONTINUOUS - 3" MIN. COVER 1" X 6" STRAP SLOT, TYP. OF (2) PRECAST CONCRETE BENCH PLANTER TYPE 1 1'-411 16" 1 8" EASED EDGES 1" CONTINUOUS SHADOW LINE FRONT SECTION / ELEVATION 1 2" EXPANSION JOINT AND CLOSED-CELL FOAM FILLER AND JOINT SEALANT Scale: 1/2" = 1'-0" STAIR 1 - CONCRETE BASE WITH GRANITE TREADS E2 E3 L-502 NOTES: 1. CONTRACTOR SHALL FIELD VERIFY ALL BUILDING AND SITE ELEVATIONS PRIOR TO LAYING FORM WORK FOR STAIR AND NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES 2. APPLY JOINT SEALANT WHERE STAIR DETAIL ABUTS ADJACENT CONDITION. 3" CLR. MIN 8" MIN 2" 1'-4" 1'-4" A5 L-501 MEDIUM DUTY CONCRETE WITH UNIT PAVER EDGE C5 L-501 UNIT PAVERS ON CONCRETE BASE 4" 2'-61 2" EPOXY COATED #4 @ 12" O.C. NYSDOT TYPE 2 BASE COMPACTED SUB-GRADE (TYP.) 18" LONG X 3/4" DIA. EPOXY COATED SMOOTH DOWELS WITH DOWEL SLEEVE, @ 18" O.C. EPOXY COATED #4 @ 12" O.C. Scale: 3"=1'-0" GRANITE STAIR TREAD DETAILE3 2% WASH 2% WASH 1/4" 4" 1'-4" MORTAR BED JOINT SEALANT GRANITE TREAD, TYP. TYPE 316 S.S. DOWEL 3/8"Ø X 6" LONG. MIN. (2) PER TREAD PIECE, CORE AND GROUT / EPOXY. 1" ±8" ±10'-6"4'-6 3 8" 4'-63 8" 4'-0" 4'-63 8" 4'-63 8" 4'-63 8" 4'-63 8"4'-0" 4'-0" ±39'-25 16" Scale: 1/2"=1'-0" ELEVATION: CONCRETE PLINTH WITH PLANTERS AND PRECAST CONCRETE BENCHESA5 ±2", TYP. FINISHED GRADE BUILDING FACADE BEYOND PLANTER TYPE 1; TYP. OF 6 PRE-CAST CONCRETE BENCH; TYP. OF 3 EXPOSED FACE OF CONCRETE PLINTH; SEE GRADING PLAN Scale: 3/4" = 1'-0" TYPICAL SECTION PLANTER TYPE 1C4 13 16" 18-3 16" CONTINUOUS SUBSURFACE DRAINAGE PANEL & WEEP HOLE CENTERED IN PLANTER EXTRUDED POLYSTYRENE FOAM INSULATION AND DRAINAGE BOARD, TYP. NOTES: 1. PLANTERS TO BE MAGLIN MPL-1500-00003 2. REMOVE PLUG AT CENTER DRAINAGE OPENING 18-3 8" CONTINUOUS NON-WOVEN SEPARATION FABRIC, MIN. OVERLAP OF 8" AT SEAMS, TYP. CONTINUOUS GEOCOMPOSITE DRAINAGE MAT ON ALL INSIDE FACES OF INSULATION AND DRAINAGE BOARD, TYP. SPECIFIED PLANTING SOIL FINISHED GRADE OF PLANTING MEDIA 2" MULCH Scale: 3/4" = 1'-0" PLANTING PLAN: PLANTER TYPE 1C5 JUNIPERUS PROCUMBENS 'NANA' ANNUALS MIX; REF PLANT SCHEDULE NOTES: 1. DISTRIBUTE PLANTS EVENLY THROUGHOUT PLANTERS 2. SPACE JUNIPER AS SHOWN; WORK ANNUALS BETWEEN AND SPACE IN TRIANGULAR ARRANGEMENT ± 8" O.C. 8" 1'-6" TYP 430-444 West State / MLK Street DATE DESCRIPTION ITHACA, NEW YORK COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. DRAWING TITLE SCALE: SHEET NO. STAMP T.G. Miller, P.C. 605 West State Street, Suite A CIVIL ENGINEERS JOB NO. ECA # 725 Ithaca, New York 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street Suite 201 LANDSCAPE Ithaca, New York 14850 Taitem 110 S. Albany Street STRUCTURAL & MEP ENGINEERS Ithaca, New York 14850 717 5TH STREET NW WASHINGTON, DC 20001 230 COLONIAL DRIVE HORSEHEADS, NEW YORK ARNOT ITHACA 2, LLC 12.23.2020 PERMIT SET 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 430-444 West State / MLK Street DATE DESCRIPTION ITHACA, NEW YORK COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. DRAWING TITLE SCALE: SHEET NO. STAMP T.G. Miller, P.C. 605 West State Street, Suite A CIVIL ENGINEERS JOB NO. ECA # 725 Ithaca, New York 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street Suite 201 LANDSCAPE Ithaca, New York 14850 Taitem 110 S. Albany Street STRUCTURAL & MEP ENGINEERS Ithaca, New York 14850 717 5TH STREET NW WASHINGTON, DC 20001 230 COLONIAL DRIVE HORSEHEADS, NEW YORK ARNOT ITHACA 2, LLC 12.23.2020 PERMIT SET 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 AS NOTEDL-502 SITE DETAILS NORTH CORN STREET WEST STATE / MLK STREET THAYER APPLIANCE STORE STATE STREET DINER NAPA AUTO PARTS STORE CONCRETE WALK CONCRETE WALK WEST SENECA STREET DN UP PROPERTY LINE EXISTING STRUCTURES TO BE DEMOLISHED EXISTING MASONRY WALLS TO REMAIN 11'-6 7/8" 50'-8 1/2" (V.I.F.) ZONE B-2D ZONE CBD-52 70'-3 3/8" D1 D1 D6 D2 D2 D3 D3 D4 D5 D5 D5 D5 D3 D3 D7 D7 D2 D2 D2 D2 D8 D8 D8 D8 D8 D8 D8 1 A100.1 4 A100.1 3 A100.1 2 A100.1 5 A100.1 70'-6" (V.I.F.) 1. ALL DEBRIS TO BE REMOVED FROM SITE AND LEGALLY DISPOSED OF. 2. THE SOUTH AND WEST FACADES OF THE MAMA GOOSE STORE ARE TO REMAIN. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR THE TEMPORARY SUPPORT OF THESE FACADES DURING DEMOLITION AND CONSTRUCTION. 3. PROTECT ALL EXISTING ADJACENT BUILDINGS DURING DEMOLITION WORK. 4. OBTAIN APPROVAL FOR AND DISCONNECT ALL UTILITIES BEFORE THE START OF CONSTRUCTION. 5. AT EXISTING FACADES TO REMAIN, REMOVE ALL EXISTING WINDOWS AND DOORS, ASSURING THAT EXISTING MASONRY OPENINGS ARE UNDAMAGED. 6. CONTRACTOR TO OBTAIN ALL REQUIRED DEMOLITION AND OTHER PERMITS. ALL WORK TO BE DONE IN STRICT COMPLIANCE WITH ALL NEW YORK STATE AND CITY OF ITHACA CODES. 7. ALL HAZARDOUS MATERIALS TO BE ABATED BEFORE CONSTRUCTION BEGINS AS REQUIRED BY NEW YORK STATE AND CITY OF ITHACA CODES AND ORDINANCES. 8. THIS DOCUMENT IS INTENDED TO SHOW GENERAL AREAS OF DEMOLITION ONLY. THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING ALL DEMOLITIONON REQUIRED TO BUILD THE BUILDING SHOWN ON THE CONSTRUCTION DOCUMENTS. 9. CONSULT STRUCTURAL DOCUMENTS REGARDING THE NEED TO REMOVE EXISTING FOOTINGS (FOUNDATIONS) WHERE EXISTING BUILDINGS ARE BEING DEMOLISHED. ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 3/32" = 1'-0" DEMOLITION PLAN A100 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT DEMO KEYNOTES DEMO NOTES D1BEFORE PROCEEDING WITH DEMOLITION WORK CONTRACTOR TO BRACE EXISTING FACADE TO SUPPORT IT DURING CONSTRUCTION D2HATCHED AREA IS THE EXISTING BUILDING TO BE DEMOLISHED D3REMOVE EXISTING PAVING AND SITE CONCRETE D4CAREFULLY REMOVE EXISTING FIRE ESCAPES WITHOUT DAMAGING EXISTING MASONRY D5REMOVE EXISTING FENCE AND LOWER AREA TO GRADE D6PORTION OF MAMA GOOSE BACK ALLEY FACADE TO REMAIN IS 12.5' D7REMOVE EXISTING CURB CUTS D8CONSULT STRUCTURAL DOCUMENTS REGARDING THE NEED TO REMOVE EXISTING FOOTINGS (FOUNDATIONS) WHERE EXISTING BUILDINGS ARE BEING DEMOLISHED 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1. ALL DEBRIS TO BE REMOVED FROM SITE AND LEGALLY DISPOSED OF. 2. THE SOUTH AND WEST FACADES OF THE MAMA GOOSE STORE ARE TO REMAIN. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR THE TEMPORARY SUPPORT OF THESE FACADES DURING DEMOLITION AND CONSTRUCTION. 3. PROTECT ALL EXISTING ADJACENT BUILDINGS DURING DEMOLITION WORK. 4. OBTAIN APPROVAL FOR AND DISCONNECT ALL UTILITIES BEFORE THE START OF CONSTRUCTION. 5. AT EXISTING FACADES TO REMAIN, REMOVE ALL EXISTING WINDOWS AND DOORS, ASSURING THAT EXISTING MASONRY OPENINGS ARE UNDAMAGED. 6. CONTRACTOR TO OBTAIN ALL REQUIRED DEMOLITION AND OTHER PERMITS. ALL WORK TO BE DONE IN STRICT COMPLIANCE WITH ALL NEW YORK STATE AND CITY OF ITHACA CODES. 7. ALL HAZARDOUS MATERIALS TO BE ABATED BEFORE CONSTRUCTION BEGINS AS REQUIRED BY NEW YORK STATE AND CITY OF ITHACA CODES AND ORDINANCES. 8. THIS DOCUMENT IS INTENDED TO SHOW GENERAL AREAS OF DEMOLITION ONLY. THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING ALL DEMOLITIONON REQUIRED TO BUILD THE BUILDING SHOWN ON THE CONSTRUCTION DOCUMENTS. 9. CONSULT STRUCTURAL DOCUMENTS REGARDING THE NEED TO REMOVE EXISTING FOOTINGS (FOUNDATIONS) WHERE EXISTING BUILDINGS ARE BEING DEMOLISHED. REMOVE EXISTING STRUCTURES & FOUNDATIONS REMOVE EXISTING RAMP & RAILINGS REMOVE EXISTING PLATFORM & RAILINGS REMOVE EXISTING STEPS & RAILINGS 3'-0" REMOVE BRICK AS NECESSARY FOR ENLARGED STOREFRONT OPENING (SEE NEW PLANS & ELEVATIONS) REMOVE ALL GLAZING, TRIM & FRAMING PRESERVE & REPAIR ENTIRE MASONRY WALL & BRICKWORK REMOVE EXISTING STOREFRONTS, AWNINGS & DOORS REMOVE EXISTING FIRE STAIRS & ATTACHMENTS REMOVE EXISTING STRUCTURES & FOUNDATIONS NEIGHBORING STRUCTURES ON ADJACENT LOTS REMOVE EXISTING STRUCTURES & FOUNDATIONS REMOVE EXISTING FIRE STAIRS & ATTACHMENTS REMOVE EXISTING STRUCTURES & FOUNDATIONS NEIGHBORING STRUCTURES ON ADJACENT LOTS ± 11'-6 7/8" (V.I.F.) ± 39'-1 3/4" (V.I.F.) PRESERVE & REPAIR ENTIRE MASONRY WALL & BRICKWORK DEMOLISH EXISTING STRUCTURE & FOUNDATION REMOVE EXISTING STRUCTURES & FOUNDATIONS NEIGHBORING STRUCTURES ON ADJACENT LOTS REMOVE EXISTING RAMP & RAILINGS REMOVE EXISTING PLATFORM & RAILINGS PRESERVE & REPAIR ENTIRE MASONRY WALL & BRICKWORK ON SOUTH FACADE REMOVE EXISTING AWNINGS REMOVE EXISTING STRUCTURES & FOUNDATIONS REMOVE EXISTING PLATFORM & RAILINGS REMOVE ALL GLAZING, TRIM & FRAMINGPRESERVE & REPAIR ENTIRE MASONRY WALL & BRICKWORK REMOVE EXISTING AWNINGS REMOVE EXISTING FIRE STAIRS & ATTACHMENTS NEIGHBORING STRUCTURES ON ADJACENT LOTS REMOVE ALL WOOD & MASONRY INFILL FROM FRAMED OPENINGS REMOVE CELLAR DOOR AND INFILL WITH MASONRY TO MATCH REMOVE EXISTING GAS METERS REMOVE EXISTING PIV AND BOLLARDS REMOVE EXISTING FLOOR ASSEMBLIES REMOVE EXISTING FLOOR & ROOF ASSEMBLIES REMOVE ALL GLAZING, TRIM & FRAMING PRESERVE & REPAIR ENTIRE MASONRY WALL & BRICKWORK REMOVE EXTERIOR ATTACHMENTS (STAIRS, AWNINGS, ETC) (V.I.F.) 1'-5 7/8" 6" REMOVE PORTION OF FOUNDATION REQUIRED TO ACCOMODATE NEW FLOOR SLAB -SEE PRESERVE & REPAIR STONE FOUNDATION /1A507 REMOVE EXTERIOR CONCRETE ELEMENTS ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION As indicated DEMOLITION ELEVATIONS/SECTIONS A100.1 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT DEMO KEYNOTES DEMO NOTES D1BEFORE PROCEEDING WITH DEMOLITION WORK CONTRACTOR TO BRACE EXISTING FACADE TO SUPPORT IT DURING CONSTRUCTION D2HATCHED AREA IS THE EXISTING BUILDING TO BE DEMOLISHED D3REMOVE EXISTING PAVING AND SITE CONCRETE D4CAREFULLY REMOVE EXISTING FIRE ESCAPES WITHOUT DAMAGING EXISTING MASONRY D5REMOVE EXISTING FENCE AND LOWER AREA TO GRADE D6PORTION OF MAMA GOOSE BACK ALLEY FACADE TO REMAIN IS 12.5' D7REMOVE EXISTING CURB CUTS D8CONSULT STRUCTURAL DOCUMENTS REGARDING THE NEED TO REMOVE EXISTING FOOTINGS (FOUNDATIONS) WHERE EXISTING BUILDINGS ARE BEING DEMOLISHED 1/8" = 1'-0" 1 DEMOLITION -SOUTH ELEVATION 1/8" = 1'-0" 2 DEMOLITION -NORTH ELEVATION 1/8" = 1'-0" 3 DEMOLITION -EAST ELEVATION 1/8" = 1'-0" 4 DEMOLITION -WEST ELEVATION 1/4" = 1'-0" 5 TYP. WALL TO REMAIN -SECTION 1 103.11.2021100% CONSTRUCTION DOCUMENT SET UP FD FD FD FDFD UP UP MMMMMMM 1 A202 2 A202 2 A201 1 A201 L1 L2 L3 L4 L7 L7 L8 L8 LELH LLLNLPLQLR 1 A205 1 A205 LI L10 L10 L6 L6 LJ L12.1 L12.1 LM LK LK LB LB LA LA LD LDLO L13.2 L13.2 L14.1L14.1 L15 L15 L9 L9 LF ELECTRIC ROOM 122 COMMERCIAL TENANT SPACE 119 CENTRAL STAIR ELEV 1 ELEV 2 EXIT CORRIDOR 125 FULL 12 8'-6"x18' ADA 13 8'-6"x18' ADA 14 8'-6"x18' FULL 15 8'-6"x18' FULL 16 8'-6"x18' FULL 17 8'-6"x18' FULL 18 8'-6"x18' FULL 19 8'-6"x18' FULL 20 8'-6"x18' FULL 21 8'-6"x18' FULL 22 8'-6"x18' FULL 23 8'-6"x18' FULL 24 8'-6"x18' FULL 25 8'-6"x18' FULL 26 8'-6"x18' FULL 27 8'-6"x18' FULL 28 8'-6"x18' FULL 29 8'-6"x18' FULL 30 8'-6"x18' FULL 32 8'-6"x18' FULL 31 8'-6"x18' FULL 33 8'-6"x18' FULL 34 8'-6"x18' FULL 35 8'-6"x18' FULL 37 8'-6"x18' FULL 36 8'-6"x18' FULL 38 8'-6"x18' FULL 39 8'-6"x18' FULL 40 8'-6"x18' FULL 41 8'-6"x18' FULL 42 8'-6"x18' FULL 43 8'-6"x18' FULL 44 8'-6"x18' FULL 45 8'-6"x18' FULL 46 8'-6"x18' FULL 47 8'-6"x18' FULL 48 8'-6"x18' FULL 49 8'-6"x18' PROPERTY LINE PROPERTY LINE PROPERTY LINE L12.2 7'-6"12'-0 1/2"4'-3 1/2"22'-0 7/8"11'-1" 11'-1"17'-1 5/8"23'-5 3/8"27'-0"27'-0"26'-10 5/8" 23'-0 1/2"25'-11 7/8"23'-6"25'-6 3/4"10 3/8"23'-4 1/8"30'-4 1/2"30'-0 3/4" 15'-9 3/4"3'-9 3/8"9'-4 3/8"4'-11 5/8"12'-7 1/4" 1'-3 1/2" 6'-2 1/2"12'-0 1/2"4'-3 1/2" 10'-6 7/8"21'-8"4'-9 3/4"27'-0"27'-0"27'-0"27'-6 3/8"29'-0" 158'-10 7/8" 10'-6 1/2"21'-8"4'-9 3/4"6'-8 1/4"5'-4 1/4" 65'-0 3/4" 10 3/4" 6'-4 1/4" 1'-9 1/8"(VIF) 2'-9 5/8" 8 1/2" 10'-5 1/8" 3/8" /1A403 /1A404 /1A403 /1A402 /1A404 /1A405 /1A404 /1A401 LG.1 YOGA STUDIO 109 PET SPA 110 RESIDENT LOUNGE 107 PET RELIEF AREA 111 WATER SERVICE ROOM 105 LEASING OFFICE 104 PACKAGE ROOM 102 EXIT CORRIDOR 114 RESTROOM 113 RESTROOM 112 BICYCLE ROOM 115 MAIL ROOM 103 ELEVATOR LOBBY 106 LOBBY 101 TRASH ROOM 116 1 A204 1 A204 3 A205 3 A205 2 A204 2 A204 L14.2 L14.2 L13.1 L13.1 L5.114'-8 3/8"27'-0"27'-0"27'-6 3/8"29'-10 3/4" L11 L16 LG.2 LC LC SEE DEMO DRWG EXISTING MAMA GOOSE FACADE STORAGE 130 STORAGE 123B STORAGE 124B EAST STAIR TELECOM ROOM 118 UTILITY CORRIDOR 117 FULL 3 8'-6"x18' FULL 2 8'-6"x18' FULL 4 8'-6"x18' FULL 5 8'-6"x18' FULL 1 8'-6"x18' FULL 6 8'-6"x18' FULL 7 8'-6"x18' FULL 8 8'-6"x18' FULL 9 8'-6"x18' FULL 10 8'-6"x18' FULL 11 8'-6"x18' 2 A205 2 A205 FITNESS CENTER 108 P2 P2 P2 P2 P1 P3 P4 P5 P6 P7 P8 P8 P2 NORTH STAIR SEE DEMO DWG EXISTING MAMA GOOSE FACADE P9 P3 12'-7 1/4" 4'-11 5/8" 9'-4 3/8" 3'-9 3/8" 15'-9 3/4" 9'-7 3/8" 59'-2" 65'-1 1/2" 68'-6 1/2" 13'-5 1/8"19'-4 1/2"13'-5 1/8"4'-1 1/8" 126'-1 1/2" 46'-2 5/8" 23'-0 1/2"25'-11 7/8"23'-6" SEE DEMO DRWGS EXISTING MAMA GOOSE FACADE15'-7 1/4"9'-0"3'-1 3/8"9'-5 1/8"6'-1 3/8"3'-0"17'-0 3/4" 1'-10 7/8" 6'-8 1/4"18'-7 7/8" 27'-3"11'-2 1/2"72'-9 3/4"65'-1 1/2" 7'-5 3/8" 10'-6 1/4" 2'-7 7/8" 12'-4" 12'-4 1/4" 3'-6" 4'-6 3/8" 12'-4" 2'-10 3/8" 16'-4 5/8" 5'-2 3/4"17'-11 7/8" 3'-9 3/4" INFILL WITH MASONRY TO MATCH EXISTING -V.I.F. P22 P22 P22 P22 74'-10 7/8" 5 2 ' 6 3 / 8 " 1 0 ' 3 1 / 2 " 1 2 ' 4 7 / 8 " 5 3/4" 8 " 8" 2 1 / 8 " 1'-3 1/8" 2'-4 1/2"21'-6 1/8" 3'-1 3/8" 9'-1 1/4" 3'-1 3/8" 8'-8"3'-4" 1'-3 1/8" 6'-1 3/4" 1'-3 1/8" 3'-4 1/2"10'-6 5/8" 1'-7" 10'-4 1/4" 1'-7 3/4"1'-8 1/8" 6'-1 3/4" 1'-8 1/4" 3'-4"8'-8"3'-4" 1'-3 1/8" 6'-1 3/4" 1'-3 1/8" 3'-4"8'-8"3'-4 1/2" 2'-9 1/2" (VIF) 50'-6"136'-3 1/2" 186'-9 3/8" 1.ALL EXPOSED STEEL COLUMNS IN THE GARAGE TO BE ENCASED IN CONCRETE TO ACHIEVE A 3 HOUR FIRE RATING.ALL OTHER STEEL COLUMNS TO BE PROVIDED WITH A 3 HOUR FIRE RATED GYPSUM BOARD ENCLOSURE OR SPRAY ON FIREPROOFING, SEE DETAIL 6 AND 7 ON SHEET A-510. ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N As indicated 1ST FLOOR PLAN A101 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT PLAN KEYNOTES P1STANDBY GENERATOR P2CONCRETE FILLED STEEL BOLLARD(S), SEE DETAIL X/A500 P3ACCESS VEHICLE CONTROL BARRIER GATE, LIFTMASTER MAT W/ 10FT ARM P4STORAGE LOCKERS P5TRASH COMPACTOR, MINI-MAC MODEL BY MARATHON 5A P6TRASH COMPACTOR TRASH BIN, MINI MAC MODEL BY MARATHON 5A P7FDC CONNECTION, SEE FIRE PROTECTION DWGS P8PATIO, CONCRETE PLINTH W/ PLANTERS & PRECAST CONCRETE BENCHES, SEE LANDSCAPE DRWGS P9WOOD SLAT FENCE P10PAINTED STEEL + GLASS CANOPY P11RECYCLING CHUTE WITH 15% PADDED OFFSET @ BOTTOM BY CHUTES INTERNATIONAL P12RECESSED FIRE EXTINGUISHER CABINET W/GLASS DOOR P13REAR DRAIN TOILET, Units 211-216 only P14CUSTOM MILLWORK RECESSED SHELF AT TYPE 5C BATHROOMS ONLY, SEE SHEET 5B/A602 P15FACTORY PAINTED ALUMINUM SUN SCREEN LOUVERS P16ROOF DECK DRAIN, SEE PLUMBING DRWGS P17PAINTED STEEL GUARDRAIL P18GENERATOR EXHAUST SHAFT, SEE MECH. DWGS P19MIN. 24" WIDE ALUM. OR GALV. STL. LADDER (U200 BY UPNOVR OR SIMILAR) P20SURFACE MOUNTED FIRE EXTINGUISHER CABINET W/ GLASS DOOR P21INTERIOR WINDOW, SEE WINDOW SCHEDULE P22ALL COLUMNS TO BE 3HR FIRE RATED SEE DETAILS ON SHEET A510 P23MANIFOLD/WATER METER WALL-MOUNTED 30"x30" PTD ACCESS PANEL, FRAMELESS, BOTTOM SILL MOUNTED AT 9" A.F.F. IN ALL BATHROOMS (BEHIND DOOR SWING), HALLWAYS (CENTERED ON WALL) AND CLOSET (AT CORNER) LOCATIONS. TYPICAL UNITS SHOWN AT 2ND FLOOR ENLARGED PLAN. ANY CONFLICTS TO BE COORDINATED WITH ARCHITECT. PLAN NOTES 1 1 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 SD SD SD SD SD OS SDSD SD SD OS SD OS OS OS OS SD OS OS OS OS SD OS SD OS PS SD YOGA STUDIO 109 PET RELIEF AREA 111 BICYCLE ROOM 115 ELEVATOR LOBBY 106 TRASH ROOM 116 WATER SERVICE ROOM 105 LEASING OFFICE 104 CENTRAL STAIR ELECTRIC ROOM 122 PARKING 126 EXIT CORRIDOR 125 UTILITY CORRIDOR 117 TELECOM ROOM 118 COMMERCIAL TENANT SPACE 119 PACKAGE ROOM 102 MAIL ROOM 103 LOBBY 101 RESIDENT LOUNGE 107 PET SPA 110 RESTROOM 112 RESTROOM 113 EXIT CORRIDOR 114 SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS /1A403_R /1A404_R /1 A403_R /1 A402_R /1 A404_R /1 A405_R /1A404_R /1A401_R SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS ELEV 2 ELEV 1 FITNESS CENTER 108 EAST STAIR 123 STORAGE 123B STORAGE 124B STORAGE 130 CATENARY CABLE FOR SUSPENDED LIGHTS SEE ELEC. & MECH. DWGS NORTH STAIR SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS RIGID POLYISO INSULATION PANELS EQ EQ EQEQ VESTIBULE 100 EXPOSED CONCRETE CEILING SLAB 1/2" GYPSUM BOARD CEILING, PTD; HT 8'-2" AFF 1/2" GYPSUM BOARD CEILING, PTD; HT 9'-0" AFF 1/2" GYPSUM BOARD CEILING, PTD; HT 8'-6" AFF 1/2" GYPSUM BOARD CEILING, PTD; HT 10'-0" AFF WOOD SLAT (OR FINISH) CEILING; SECURILY ATTACHED TO GWB; SEE ID-ELEVATIONS 1. SEE INTERIOR ELEVATIONS AND DETAILS FOR ADDITIONAL INFORMATION. 2. ALL SPRINKLER HEADS IN AMENITY SPACES TO BE CONCEALED. CONFIRM ALL LOCATIONS AND FINISHES W/ INTERIOR DESIGNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 3. ALL SLOT DIFFUSER IN AMENITY SPACES TO BE MUD-IN TYPE UNLESS NOTED OTHERWISE. COORDINATE LENGTHS AND LOCATIONS AS INDICATED IN THESE RCPS. VERIFY LENGTHS IN FIELD TO MEET DESIGN INTENT PRIOR TO INSTALLATION. 4. ALL CONDUIT FOR CEILING MOUNTED FIXTURES OR DEVICES IN AREAS WITH EXPOSED CONCRETE CEILINGS SHALL BE CAST IN CONCRETE SLAB FOR CONCEALMENT. CONDUIT FOR FLOOR MOUNTED POWER, PHONE AND DATA RECEPTACLES SHALL BE CAST IN SLAB. 5. PROVIDE CONTROL JOINTS IN SUSPENDED GYPSUM BOARD CEILING AS SHOWN AND/OR AS REQ'D BY CEILING CONSTRUCTION. LOCATIONS SHALL BE SUBMITTED FOR REVIEW & APPROVAL BY INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. ALIGN WALL & CEILING CONTROL JOINTS, TYPICAL. 6. CONTRACTOR SHALL PROVIDE ACCESS PANELS (MUD-IN TYPE) IN SUSPENDED GYP BOARD CEILING OR AS SHOWN ON ID, ARCH & MEP DRAWINGS AND/OR AS REQ'D TO SERVICE MEP/FP SYSTEMS & EQUIPMENT. LOCATIONS IN AMENITY SPACES CURRENTLY NOT SHOWN ON ID DRAWINGS SHALL BE SUBMITTED FOR REVIEW & APPROVAL BY INTERIOR DESIGNER, ARCHITECT & OWNER PRIOR TO INSTALLATION. 7. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS, ETC. FOR ALL CEILING MOUNTED ACCESS PANELS, CEILING TRIM, LIGHT FIXTURES, WINDOW TREATMENTS & OTHER EQUIPMENT OR DEVICES AS REQ'D. 8. REFER TO ID DRAWINGS FOR LIGHT FIXTURE LOCATIONS. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPE, SWITCHING & LAMPING. ANY POSSIBLE DISCREPANCIES W/ ID DWGS TO BE COORDINATED AND CONFIRMED W/ INTERIOR DESIGNER PRIOR TO INSTALLATION. 9. REFER TO INTERIOR DRAWINGS FOR ADD'L CEILING FINISH INFORMATION. 10. INSTALL ALL INSULATION PER MANUFACTURER'S INSTRUCTIONS. CONTRACTOR TO HAVE INSTRUCTIONS AVAILABLE FOR INSPECTION. 11. FOR ALL PENDANTS IN AMENITY SPACES, CONFIRM FINAL HEIGHTS W/ INTERIOR DESIGNER AND OWNER IN FIELD PRIOR TO INSTALLATION. 12. ALL CAMERA LOCATIONS AND FINISHES TO BE COORDINATED AND CONFIRMED W/ INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 13. ALL AV DEVICE LOCATIONS AND FINISHES TO BE COORDINATED AND CONFIRMED W/ INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 1/2" GYPSUM BOARD CEILING, PTD; HT VARIES, SEE NOTES PENDANT (AP) CEILING MOUNT, DIRECTIONAL, CYLINDER, FOR PLANTS (AA) RECESSED LIGHT FIXTURE (AD) STRIP LIGHT W/ LENS (AL) - V.I.F. COVE LIGHT / ART WALL WASH (ACL) - V.I.F. RECESSED STRIP LIGHT W/ LENS (ALR) - V.I.F. LINEAR PENDANT (ALP) SURFACE CEILING LIGHT FIXTURE, DISC (AF) RECESSED DOWNLIGHT (AD) MILLWORK WALL SCONCE (AW) VERTICAL STRIP LIGHT (AL) SPEAKER - SEE AV DWGS FOR TYPES (FINISH TO MATCH ADJACENT CLG. OR WALL, U.N.O.) SPEAKER/STROBE - SEE ELEC. DWGS OCCUPANCY SENSOR SEE ELEC. DWGS PHOTO SENSOR - SEE ELEC. DWGS EXIT SIGN - SEE ELEC. DWGS SMOKE DETECTOR - SEE ELEC. DWGS CENTERLINE RETURN - SEE MECH. DWGS EXHAUST/SUPPLY - SEE MECH. DWGS PS OS SD RCP LEGEND RCP GRAPHIC KEY RCP GENERAL NOTES 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-0" AFF 1/2" GYPSUM BOARD CEILING, PTD. (U.N.O.); HT 7'-10" AFF 48"x48" SUSPENDED CEILING SYSTEM, RIGID POLYISO INSULATION PANELS ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATE DESCRIPTION N As indicated 1ST FLOOR RCP A101_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020 PERMIT SET 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET ADJUSTED PER ARCH. BACKGROUND CHANGES. ACCESS PANELS, SMOKE DETECTORS, OCCUPANCY SENSORS ADDED FOR CLARIFICATION. 1 1 1 1 UPDN FD FD FD FDFD DN T T T T T T M S SS UP DN MMMMMMM 1 A202 2 A202 2 A201 1 A201 1 A205 1 A205 UNIT C1 201 UNIT A1 202 UNIT A2 203 UNIT A3 204 UNIT A4 205 UNIT D1 206 UNIT D2 207 UNIT D3 208 UNIT B1 209 UNIT D4 210 UNIT A5 211 UNIT A6 212 UNIT A7 213 UNIT A6 214 UNIT A7 215 UNIT A6 216 UNIT A8 217 UNIT D5 218 UNIT B2 219 UNIT D7 221 UNIT A9 222 UNIT A10 223 UNIT A9 224 UNIT A10 225 UNIT B3 226 UNIT D8 227 UNIT D9 228 UNIT D10 229 UNIT D11 230 UNIT A11 232 UNIT A12 233 UNIT C2 234 TELECOM 236 UNIT D6 220 A203 42 3 1 EAST STAIR CENTRAL STAIR NORTH STAIR TRASH ROOM 235 PROPERTY LINE PROPERTY LINE PROPERTY LINE UNIT D12 231 126'-6 5/8" 32'-11" 23'-11 1/8"13'-0 5/8" 8'-5 3/4"22'-7 1/2" 10'-9 3/8" 48'-1 3/8" 10'-1" 50'-5 3/8" (VIF)136'-4" SEE DEMO DRWG EXISTING MAMA GOOSE FACADE /1A407 /1A406 /1A407 /1A408 /1A406 /1A410 /1A406 /1A409 ELEVATOR LOBBY 238 NORTH CORRIDOR 239 SOUTH CORRIDOR 240 1 A204 1 A204 3 A205 3 A205 2 A204 2 A204 10'-0"45'-11 255/256"10'-0" 3'-3 1/4"8'-8"3'-4"8'-8"3'-4"8'-8"3'-4"8'-8"3'-4"8'-8"3'-4 1/2"9'-8 1/2"3'-3 1/4"8'-8"3'-4"8'-8"3'-4"8'-8"3'-4"8'-8"3'-4"8'-8"3'-4 1/2" ELEC/DATA 237 SEE DEMO DWG EXISTING MAMA GOOSE FACADE 28'-7".35'-3 5/8" 1'-4 5/8" 2 A205 2 A205 P11 P11 P13 P13P13 P13 P13 P12 P12 P12 P12 P12 P12 P10 3 1/2" 20'-11 5/8" . 24'-10 7/8" 42'-9 3/8"9'-7 7/8"42'-8 1/4" 20'-11 5/8" . 41'-2" 8'-0" 4'-7 3/4" . 39'-0 1/2" 29'-7 1/2".18'-6 7/8".24'-0 7/8".11'-9 1/2".11'-9 5/8".11'-9 1/2".11'-9 5/8".11'-9 1/2".11'-9 5/8".11'-8".12'-7 1/2".10'-4 1/2" 49'-4"7'-7"4'-0 7/8"93'-0 3/8"5'-0 3/8" 33'-6 3/8" . 4'-8" . 28'-1 1/8" 30'-4 1/4".35'-10 5/8" 2'-8 1/2" 18'-4 1/8"58'-7 5/8"4'-9 3/8".28'-4 1/8".40'-7 5/8".38'-7" 21'-9 1/8".21'-6 7/8" 49'-11 1/8" 8'-2 1/2" 10'-1 1/8" 3'-2 1/8" 4'-11 1/4"20'-1 1/8" 20'-4 1/4"6'-0 1/4" 23'-11 1/4".11'-9 1/2".11'-9".11'-10 1/8".11'-9 5/8".4'-10 5/8".39'-1"10'-6 5/8".11'-9 3/4".11'-9 1/4".11'-11 1/4".11'-7 1/4".4'-8 7/8" 43'-1 3/8" . 46'-7 7/8" 9'-4 1/2" 25'-10 1/8" . 11'-9 7/8" . 11'-9 1/8" 19'-9 1/4".4'-7 7/8".18'-3 1/4" 158'-8 5/8" 96'-8" 68'-11 1/4" P14 P13 P13 P13 P13 P13 P13 SEE DEMO DRWGS EXISTING MAMA GOOSE FACADE63'-4" 1'-8 1/2" 8'-8" 3'-4" 8'-8" 3'-4" 8'-8" 3'-4" 8'-8" 3'-4" 8'-8" 3'-4" 8'-8" 3'-4" 8'-8" 3'-4" 8'-8" 3'-4" 9'-0" 52'-0 1/8" 1'-8 1/2"8'-8"35'-10 1/8" 1'-8 1/2" 8'-8" 3'-4" 8'-8" 3'-4" 8'-8" 3'-4" 8'-8" 3'-4" 8'-8" 3'-4" 8'-8" 10'-5" 8'-8" 14'-11 3/8" 8'-8" 3'-4" 8'-8" 1'-5 3/4" 1'-10 5/8" 8'-8" 3'-4" 8'-8" 1'-8" 8'-8" 3/8" 8" 4"8'-8" 6 1/2" 1'-5 3/4"9'-0"3'-3"9'-0"3'-4"9'-0" 1'-10 7/8" 4 7/8" 7'-8" 4 7/8" 1'-4 3/4"9'-0"3'-6"9'-0"10'-2 5/8"9'-0"12'-4"9'-0"10'-4 5/8"9'-0"3'-4"9'-0"1'-5 7/8" 5'-2 1/4"9'-0"3'-4"9'-0"3'-4"9'-0"3'-4"9'-0"3'-4"9'-0"1'-7 1/4" 65'-2 1/4"3'-0" 9 1/8" 1'-10 5/8"6'-0" 11 3/8" 8'-10" 2'-9 3/4" 3'-3 1/2" 5'-1 3/4" 3'-3 1/2" 5'-1 3/4" 3'-3 1/2" 4'-5 3/4" 3'-3 1/2" 5'-1 3/4" 3'-3 1/2" 5'-0 3/4" 3'-3 1/2" 2'-11 1/8" 1'-8" 6'-10" 7'-1 1/4" 3'-3 1/2" 7'-2 1/4" 3'-3 1/2" 7'-9 3/8" 3'-3 1/2" 6'-5 1/8" 3'-3 1/2" 5'-8 1/2" 3'-3 1/2" 5'-6 7/8" 3'-3 1/2" 2'-8 1/2"15'-7 1/4"9'-0"3'-4"9'-0"3'-4"9'-0"14'-0 3/4" 74'-10 7/8" 3'-2 1/4" 3'-3 1/2" 4'-10 1/4" 7 0 ' 6 " 186'-9 3/8" 65'-1 1/2" ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 3/32" = 1'-0" 2ND FLOOR PLAN A102 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT PLAN KEYNOTES P1STANDBY GENERATOR P2CONCRETE FILLED STEEL BOLLARD(S), SEE DETAIL X/A500 P3ACCESS VEHICLE CONTROL BARRIER GATE, LIFTMASTER MAT W/ 10FT ARM P4STORAGE LOCKERS P5TRASH COMPACTOR, MINI-MAC MODEL BY MARATHON 5A P6TRASH COMPACTOR TRASH BIN, MINI MAC MODEL BY MARATHON 5A P7FDC CONNECTION, SEE FIRE PROTECTION DWGS P8PATIO, CONCRETE PLINTH W/ PLANTERS & PRECAST CONCRETE BENCHES, SEE LANDSCAPE DRWGS P9WOOD SLAT FENCE P10PAINTED STEEL + GLASS CANOPY P11RECYCLING CHUTE WITH 15% PADDED OFFSET @ BOTTOM BY CHUTES INTERNATIONAL P12RECESSED FIRE EXTINGUISHER CABINET W/GLASS DOOR P13REAR DRAIN TOILET, Units 211-216 only P14CUSTOM MILLWORK RECESSED SHELF AT TYPE 5C BATHROOMS ONLY, SEE SHEET 5B/A602 P15FACTORY PAINTED ALUMINUM SUN SCREEN LOUVERS P16ROOF DECK DRAIN, SEE PLUMBING DRWGS P17PAINTED STEEL GUARDRAIL P18GENERATOR EXHAUST SHAFT, SEE MECH. DWGS P19MIN. 24" WIDE ALUM. OR GALV. STL. LADDER (U200 BY UPNOVR OR SIMILAR) P20SURFACE MOUNTED FIRE EXTINGUISHER CABINET W/ GLASS DOOR P21INTERIOR WINDOW, SEE WINDOW SCHEDULE P22ALL COLUMNS TO BE 3HR FIRE RATED SEE DETAILS ON SHEET A510 P23MANIFOLD/WATER METER WALL-MOUNTED 30"x30" PTD ACCESS PANEL, FRAMELESS, BOTTOM SILL MOUNTED AT 9" A.F.F. IN ALL BATHROOMS (BEHIND DOOR SWING), HALLWAYS (CENTERED ON WALL) AND CLOSET (AT CORNER) LOCATIONS. TYPICAL UNITS SHOWN AT 2ND FLOOR ENLARGED PLAN. ANY CONFLICTS TO BE COORDINATED WITH ARCHITECT. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 OS SD OS OS OS OS OS OS SD SD SD SD SD SD SD SD SD SDSDSD SD OS SD SDOS OS PS SD UNIT A9 222 UNIT A10 223 UNIT A9 224 UNIT A10 225 UNIT B2 219 UNIT D5 218 UNIT A8 217 UNIT A6 216 UNIT A7 215 UNIT A6 214 UNIT A7 213 UNIT A6 212 UNIT A5 211 UNIT D4 210 UNIT D6 220 UNIT D7 221 UNIT D9 228 UNIT D8 227 UNIT B3 226 UNIT D11 230 UNIT D10 229 UNIT D12 231 UNIT A11 232 UNIT A12 233 UNIT C2 234 UNIT A1 202 UNIT A2 203 UNIT A3 204 UNIT A4 205 UNIT C1 201 UNIT D1 206 UNIT D2 207 UNIT B1 209 UNIT D3 208 NORTH CORRIDOR 239 /1A407_R /1A406_R /1 A407_R /1 A408_R /1 A406_R /1 A410_R /1A406_R /1A409_R ELEVATOR LOBBY 238 SOUTH CORRIDOR 240 TELECOM 236 TRASH ROOM 235 SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS EAST STAIR NORTH STAIR CENTRAL STAIR ELEC/DATA 237 SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS 4'-11 1/4" 1. FOR OFFSETS OF SHAFT RISERS, PROVIDE CONTINUOUS 2HR RATED GWB ENCLOSURES ON ALL SIDES, FOR LOCATION SEE MECHANICAL DWGS. 2. ALL CONDUIT FOR CEILING MOUNTED FIXTURES OR DEVICES IN AREAS WITH EXPOSED CONCRETE CEILINGS SHALL BE CAST IN CONCRETE SLAB FOR CONCEALMENT. CONDUIT FOR FLOOR MOUNTED POWER, PHONE AND DATA RECEPTACLES SHALL BE CAST IN SLAB AS REQ'D. 3. PROVIDE CONTROL JOINTS IN SUSPENDED GYPSUM BOARD CEILING AS SHOWN AND/OR AS REQ'D BY CEILING CONSTRUCTION. LOCATIONS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. ALIGN WALL & CEILING CONTROL JOINTS WHERE POSSIBLE. 4. CONTRACTOR SHALL PROVIDE ACCESS PANELS IN SUSPENDED GYP BOARD CEILING AS SHOWN ON ARCH & MEP DRAWINGS AND/OR AS REQ'D TO SERVICE MEP/FP SYSTEMS & EQUIPMENT. LOCATIONS NOT SHOWN ON ARCH OR MEP DRAWINGS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. 5. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS, ETC. FOR ALL CEILING MOUNTED ACCESS PANELS, CEILING TRIM, LIGHT FIXTURES, WINDOW TREATMENTS & OTHER EQUIPMENT OR DEVICES AS REQ'D. 6. REFER TO ARCH. DRAWINGS FOR LIGHT FIXTURES LOCATIONS. 7. REFER TO MECH. DRAWINGS FOR LOCATION & SIZE OF HVAC DUCTS & DIFFUSERS. 8. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPE, SWITCHING & LAMPING. 9. REFER TO INTERIOR DRAWINGS FOR ADD'L CEILING FINISH INFORMATION 10. INSTALL ALL INSULATION PER MANUFACTURER'S INSTRUCTIONS. CONTRACTOR TO HAVE INSTRUCTIONS AVAILABLE FOR INSPECTION. 11. SPRINKLERS TO BE ORTHOGONALLY ALIGNED WITH AND EQUALLY SPACED BETWEEN OTHER BUILDING ELEMENTS (I.E. LIGHTS, DIFFUSERS, DOORWAYS, CEILINGS, BULKHEADS) AND EVENLY SPACED AND ALIGNED WITH EACH OTHER. CONFIRM ALL LOCATIONS W/ ARCHITECT PRIOR TO INSTALLATION. RECESSED LIGHT FIXTURE COVE LIGHT / ART WALL WASH (ACLC) - V.I.F. RECESSED STRIP LIGHT W/ LENS, FACING SIDE (CLC) - V.I.F. SURFACE MOUNT DOWNLIGHT WALL SCONCE SPEAKER - SEE AV DWGS FOR TYPES (FINISH TO MATCH ADJACENT CLG. OR WALL, U.N.O.) SPEAKER/STROBE - SEE ELEC. DWGS OCCUPANCY SENSOR SEE ELEC. DWGS PHOTO SENSOR - SEE ELEC. DWGS EXIT SIGN - SEE ELEC. DWGS SMOKE DETECTOR - SEE ELEC. DWGS CENTERLINE RETURN - SEE MECH. DWGS EXHAUST/SUPPLY - SEE MECH. DWGS PS OS SD RCP LEGEND RCP GRAPHIC KEY RCP GENERAL NOTES EXPOSED CONCRETE CEILING SLAB 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-4 1/2" AFF 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-0" AFF SURFACE MOUNT DOWNLIGHT, WET LOCATION PENDANT 1/2" GYPSUM BOARD CEILING, PTD. (U.N.O.); HT 7'-10" AFF ELEC. PANEL - SEE ELEC. DWGS TELECOM PANEL - SEE ELEC. DWGS INTERCOM - SEE ELEC. DWGS ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATE DESCRIPTION N As indicated 2ND FLOOR RCP A102_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020 PERMIT SET 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET ADJUSTED PER ARCH. BACKGROUND CHANGES. ACCESS PANELS, SMOKE DETECTORS, OCCUPANCY SENSORS ADDED FOR CLARIFICATION. 1 1 ALL INTERCOM PANELS REMOVED. 1 1 DN UP FD FD FD FDFD T T T T T T M S SS DN UP MMMMMMM OSSD OS OS OS OS OS OS SD SD SD SD SD SD SD SD SD SD SD SD SDOS SD SD OS 1 A202 2 A202 2 A201 1 A201 1 A205 1 A205 UNIT C1 301 UNIT A1 302 UNIT A2 303 UNIT A3 304 UNIT A4 305 UNIT D1 306 UNIT D2 307 UNIT D3 308 UNIT B1 309 UNIT D4 310 UNIT A5 311 UNIT A6 312 UNIT A7 313 UNIT A6 314 UNIT A7 315 UNIT A6 316 UNIT A8 317 UNIT D5 318 UNIT B2 319 UNIT D7 321 UNIT A13 322 UNIT A14 323 UNIT A13 324 UNIT A14 325 UNIT B3 326 UNIT D8 327 UNIT D9 328 UNIT D10 329 UNIT D11 330 UNIT D12 331 UNIT A11 332 UNIT A12 333 UNIT C2 334 TELECOM 336 UNIT D6 320 A203 42 3 1 TRASH ROOM 335 PROPERTY LINE PROPERTY LINE PROPERTY LINE 126'-6 5/8" 48'-1 3/8" 153'-5 1/8" 5'-3 1/2" /1A412 /1A411 /1A412 /1A413 /1A411 /1A415 /1A411 /1A414 10'-2 5/8" ELEVATOR LOBBY 338 NORTH CORRIDOR 339 SOUTH CORRIDOR 340 1 A204 1 A204 3 A205 3 A205 2 A204 2 A204 ELEC/DATA 337 1 ' 9 " 5 ' 2 " 1 ' 9 " 2 A205 2 A205 P12 P12 P12 P12 P12 P12 P11 P11 P10 EAST STAIR NORTH STAIR CENTRAL STAIR 68'-11 1/4" SEE DEMO DRWGS EXISTING MAMA GOOSE FACADE14'-0"49'-4" 3 1/2" 28'-7".35'-3 5/8" 20'-11 5/8" . 24'-10" 42'-9 3/8"9'-5 1/2"42'-10 5/8" 20'-11 5/8" . 41'-1 3/4" 8'-0" 4'-7 1/2" . 39'-0 1/2" 29'-7 1/2".18'-6 3/4".24'-0 7/8".11'-9 1/4".11'-9 5/8".11'-9 1/4".11'-9 5/8".11'-9 1/4".11'-9 5/8".11'-7 3/4".12'-7 1/2".10'-4 1/2" 49'-3 7/8"7'-7"4'-0 3/4"93'-0 1/2"5'-0 3/8" 1'-4 5/8" 38'-9 7/8" . 4'-7 5/8" . . 30'-4 1/4".35'-10 5/8" 2'-8 5/8" 18'-4 1/8"58'-8 1/4"4'-8 3/4".28'-4 1/8".40'-7 5/8".38'-7" 21'-9 1/8".21'-6 7/8" 49'-11 1/8" 8'-2 1/2" 10'-1 1/8" 3'-2 3/8" 4'-10 3/8"20'-1 3/4" 20'-4 1/4"6'-0 1/4" 23'-11 1/4".11'-9 1/4".11'-9".11'-9 7/8".11'-9 1/2".4'-10 3/8".39'-1"10'-6 1/2".11'-9 3/4".11'-9 1/4".11'-11".11'-7 1/4".4'-8 7/8" 43'-1 3/8" . 46'-7 7/8" 9'-4 1/2" 25'-10" . 11'-9 7/8" . 11'-9" 19'-9 1/4".4'-7 5/8".18'-3 3/8" P14 96'-9 3/8" 1'-4 3/4"9'-0"3'-4"9'-0"10'-4 5/8"9'-0"12'-4"9'-0"10'-4 5/8"9'-0"3'-4"9'-0"1'-7 1/4" 33'-0 1/8"9'-2 1/2"12'-1 1/2"9'-2 1/2"33'-2 5/8" 8'-5 3/4"22'-7 1/2" 4 7/8" 7'-8" 4 7/8" 9'-2 1/2"23'-11 1/8"13'-0 5/8" 4"8'-8" 6 1/2" 1'-5 3/4"9'-0"3'-3"9'-0"3'-4"9'-0" 1'-10 7/8" 5'-2 1/4"9'-0"3'-4"9'-0 "3'-4"9'-0"3'-4"9'-0"3'-4"9'-0"1'-7 1/4" 5'-1"9'-2 1/2"15'-5 1/2"9'-2 1/2"26'-2" 32'-11" 1'-8 1/2" 8'-8" 3'-4" 8'-8" 3'-4" 8'-8" 3'-4" 8'-8" 3'-4" 8'-8" 3'-4" 8'-8" 10'-5" 8'-8" 14'-11 3/8" 8'-8" 3'-4" 8'-8" 1'-5 3/4" 1'-10 5/8" 8'-8" 3'-4" 8'-8" 1'-8" 8'-8" 3/8" 8" 61'-5 1/4" 9'-2 1/2" 45'-5 7/8" 9'-2 1/2" 34'-1 1/2" 1'-8 1/2"8'-8"35'-10 1/8" 46'-2 5/8" 1'-8 1/2" 8'-8" 3'-4" 8'-8" 3'-6" 8'-8" 3'-2" 8'-8" 3'-4" 8'-8" 3'-4" 8'-8" 3'-4" 8'-8" 3'-4" 8'-8" 3'-4" 9'-0" 25'-5 1/4" 9'-2 1/2" 26'-9 1/2" 9'-2 1/2" 26'-11 1/2" 9'-2 1/2" 46'-7 3/8" 74'-10 7/8" SEE DEMO DWG EXISTING MAMA GOOSE FACADE 6'-10" 7'-1 1/4" 3'-3 1/2" 7'-2 1/4" 3'-3 1/2" 7'-9 3/8" 3'-3 1/2" 6'-5 1/8" 3'-3 1/2" 5'-8 1/2" 3'-3 1/2" 136'-4" SEE DEMO DRWG EXISTING MAMA GOOSE FACADE 1'-10 5/8"6'-0" 11 3/8" 8'-10" 2'-9 3/4" 3'-3 1/2" 5'-1 3/4" 3'-3 1/2" 5'-1 3/4" 3'-3 1/2" 4'-5 3/4" 3'-3 1/2" 5'-1 3/4" 3'-3 1/2" 5'-0 3/4" 3'-3 1/2" 2'-11 1/8" 3'-3 1/4"8'-8"3'-4"8'-8"3'-4"8'-8"3'-4"8'-8"3'-4"8'-8"3'-4 1/2" 5 5/8" 8'-8" 6 7/8" 3'-3 1/4"8'-8"3'-4"8'-8"3'-4"8'-8"3'-4"8'-8"3'-4"8'-8"3'-4 1/2" 5'-6 7/8"3'-3 1/2" 2'-8 1/2" 14'-0"1'-7 1/4"12'-4"9'-0"3'-4"9'-0"3'-4"6'-0"4'-8 3/4" P15 P15 P15 P15 50'-5 3/8" (VIF) 136'-0 7/8" 186'-9 3/4" 65'-1 1/2" 3'-2 1/4" 3'-3 1/2" 1'-8" 70'-6" (VIF) 4'-10 1/4" ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 3/32" = 1'-0" 3RD FLOOR PLAN A103 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT PLAN KEYNOTES P1STANDBY GENERATOR P2CONCRETE FILLED STEEL BOLLARD(S), SEE DETAIL X/A500 P3ACCESS VEHICLE CONTROL BARRIER GATE, LIFTMASTER MAT W/ 10FT ARM P4STORAGE LOCKERS P5TRASH COMPACTOR, MINI-MAC MODEL BY MARATHON 5A P6TRASH COMPACTOR TRASH BIN, MINI MAC MODEL BY MARATHON 5A P7FDC CONNECTION, SEE FIRE PROTECTION DWGS P8PATIO, CONCRETE PLINTH W/ PLANTERS & PRECAST CONCRETE BENCHES, SEE LANDSCAPE DRWGS P9WOOD SLAT FENCE P10PAINTED STEEL + GLASS CANOPY P11RECYCLING CHUTE WITH 15% PADDED OFFSET @ BOTTOM BY CHUTES INTERNATIONAL P12RECESSED FIRE EXTINGUISHER CABINET W/GLASS DOOR P13REAR DRAIN TOILET, Units 211-216 only P14CUSTOM MILLWORK RECESSED SHELF AT TYPE 5C BATHROOMS ONLY, SEE SHEET 5B/A602 P15FACTORY PAINTED ALUMINUM SUN SCREEN LOUVERS P16ROOF DECK DRAIN, SEE PLUMBING DRWGS P17PAINTED STEEL GUARDRAIL P18GENERATOR EXHAUST SHAFT, SEE MECH. DWGS P19MIN. 24" WIDE ALUM. OR GALV. STL. LADDER (U200 BY UPNOVR OR SIMILAR) P20SURFACE MOUNTED FIRE EXTINGUISHER CABINET W/ GLASS DOOR P21INTERIOR WINDOW, SEE WINDOW SCHEDULE P22ALL COLUMNS TO BE 3HR FIRE RATED SEE DETAILS ON SHEET A510 P23MANIFOLD/WATER METER WALL-MOUNTED 30"x30" PTD ACCESS PANEL, FRAMELESS, BOTTOM SILL MOUNTED AT 9" A.F.F. IN ALL BATHROOMS (BEHIND DOOR SWING), HALLWAYS (CENTERED ON WALL) AND CLOSET (AT CORNER) LOCATIONS. TYPICAL UNITS SHOWN AT 2ND FLOOR ENLARGED PLAN. ANY CONFLICTS TO BE COORDINATED WITH ARCHITECT. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 OS SD OS OS OS OS OS OS SD SD SD SD SD SD SD SD SD SDSDSD SD OS SD SDOS OS PS SD /1A412_R /1A411_R /1 A412_R /1 A413_R /1 A411_R /1 A415_R /1A411_R /1A414_R UNIT A13 322 UNIT A14 323 UNIT A13 324 UNIT A14 325 UNIT B2 319 UNIT D5 318 UNIT A8 317 UNIT A6 316 UNIT A7 315 UNIT A7 313 UNIT A6 312 UNIT A5 311 UNIT D4 310 UNIT D6 320 UNIT D7 321 UNIT D9 328 UNIT D8 327 UNIT B3 326 UNIT D11 330 UNIT D10 329 UNIT D12 331 UNIT A11 332 UNIT A12 333 UNIT C2 334 UNIT A1 302 UNIT A2 303 UNIT A3 304 UNIT A4 305 UNIT C1 301 UNIT D1 306 UNIT D2 307 UNIT B1 309 UNIT D3 308 ELEVATOR LOBBY 338 SOUTH CORRIDOR 340 NORTH CORRIDOR 339 UNIT A6 314 TELECOM 336 TRASH ROOM 335 SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS EAST STAIR NORTH STAIR CENTRAL STAIR ELEC/DATA 337 SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS 1. FOR OFFSETS OF SHAFT RISERS, PROVIDE CONTINUOUS 2HR RATED GWB ENCLOSURES ON ALL SIDES, FOR LOCATION SEE MECHANICAL DWGS. 2. ALL CONDUIT FOR CEILING MOUNTED FIXTURES OR DEVICES IN AREAS WITH EXPOSED CONCRETE CEILINGS SHALL BE CAST IN CONCRETE SLAB FOR CONCEALMENT. CONDUIT FOR FLOOR MOUNTED POWER, PHONE AND DATA RECEPTACLES SHALL BE CAST IN SLAB AS REQ'D. 3. PROVIDE CONTROL JOINTS IN SUSPENDED GYPSUM BOARD CEILING AS SHOWN AND/OR AS REQ'D BY CEILING CONSTRUCTION. LOCATIONS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. ALIGN WALL & CEILING CONTROL JOINTS WHERE POSSIBLE. 4. CONTRACTOR SHALL PROVIDE ACCESS PANELS IN SUSPENDED GYP BOARD CEILING AS SHOWN ON ARCH & MEP DRAWINGS AND/OR AS REQ'D TO SERVICE MEP/FP SYSTEMS & EQUIPMENT. LOCATIONS NOT SHOWN ON ARCH OR MEP DRAWINGS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. 5. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS, ETC. FOR ALL CEILING MOUNTED ACCESS PANELS, CEILING TRIM, LIGHT FIXTURES, WINDOW TREATMENTS & OTHER EQUIPMENT OR DEVICES AS REQ'D. 6. REFER TO ARCH. DRAWINGS FOR LIGHT FIXTURES LOCATIONS. 7. REFER TO MECH. DRAWINGS FOR LOCATION & SIZE OF HVAC DUCTS & DIFFUSERS. 8. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPE, SWITCHING & LAMPING. 9. REFER TO INTERIOR DRAWINGS FOR ADD'L CEILING FINISH INFORMATION 10. INSTALL ALL INSULATION PER MANUFACTURER'S INSTRUCTIONS. CONTRACTOR TO HAVE INSTRUCTIONS AVAILABLE FOR INSPECTION. 11. SPRINKLERS TO BE ORTHOGONALLY ALIGNED WITH AND EQUALLY SPACED BETWEEN OTHER BUILDING ELEMENTS (I.E. LIGHTS, DIFFUSERS, DOORWAYS, CEILINGS, BULKHEADS) AND EVENLY SPACED AND ALIGNED WITH EACH OTHER. CONFIRM ALL LOCATIONS W/ ARCHITECT PRIOR TO INSTALLATION. RECESSED LIGHT FIXTURE COVE LIGHT / ART WALL WASH (ACLC) - V.I.F. RECESSED STRIP LIGHT W/ LENS, FACING SIDE (CLC) - V.I.F. SURFACE MOUNT DOWNLIGHT WALL SCONCE SPEAKER - SEE AV DWGS FOR TYPES (FINISH TO MATCH ADJACENT CLG. OR WALL, U.N.O.) SPEAKER/STROBE - SEE ELEC. DWGS OCCUPANCY SENSOR SEE ELEC. DWGS PHOTO SENSOR - SEE ELEC. DWGS EXIT SIGN - SEE ELEC. DWGS SMOKE DETECTOR - SEE ELEC. DWGS CENTERLINE RETURN - SEE MECH. DWGS EXHAUST/SUPPLY - SEE MECH. DWGS PS OS SD RCP LEGEND RCP GRAPHIC KEY RCP GENERAL NOTES EXPOSED CONCRETE CEILING SLAB 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-4 1/2" AFF 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-0" AFF SURFACE MOUNT DOWNLIGHT, WET LOCATION PENDANT 1/2" GYPSUM BOARD CEILING, PTD. (U.N.O.); HT 7'-10" AFF ELEC. PANEL - SEE ELEC. DWGS TELECOM PANEL - SEE ELEC. DWGS INTERCOM - SEE ELEC. DWGS ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATE DESCRIPTION N As indicated 3RD FLOOR RCP A103_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020 PERMIT SET 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET ADJUSTED PER ARCH. BACKGROUND CHANGES. ACCESS PANELS, SMOKE DETECTORS, OCCUPANCY SENSORS ADDED FOR CLARIFICATION. 1 1 ALL INTERCOM PANELS REMOVED. 1 1 DN UP FD FD FD FDFD T T T T T T M S SS UP DN MMMMMMM OSSD OS OS OS OS OS OS SD SD SD SD SD SD SD SD SD SD SD SD SDOS SD SD OS OSSD OS OS OS OS OS OS SD SD SD SD SD SD SD SD SD SD SD SD SDOS SD SD OS 1 A202 2 A202 2 A201 1 A201 1 A205 1 A205 UNIT C1 401 UNIT A1 402 UNIT A2 403 UNIT A3 404 UNIT A4 405 UNIT D1 406 UNIT D2 407 UNIT D3 408 UNIT B1 409 UNIT D4 410 UNIT A5 411 UNIT A6 412 UNIT A7 413 UNIT A6 414 UNIT A7 415 UNIT A6 416 UNIT A8 417 UNIT D5 418 UNIT D13 420 UNIT B4 422 UNIT A15 423 UNIT A13 424 UNIT A14 425 UNIT B3 426 UNIT D8 427 UNIT D9 428 UNIT D10 429 UNIT D11 430 UNIT D12 431 UNIT A11 432 UNIT A12 433 UNIT C2 434 TELECOM 436 42 3 1 TRASH ROOM 435 48'-1 3/8" 11'-6 7/8" 1'-7 1/4" 9'-0"12'-8"9'-0"6'-5" TERRACE /1A417 /1A416 /1A417 /1A418 /1A416 /1A420 /1A416 /1A419 ELEVATOR LOBBY 438 NORTH CORRIDOR 439 SOUTH CORRIDOR 440 1 A204 1 A204 3 A205 3 A205 2 A204 2 A204 ELEC/DATA 437 2 A205 2 A205 P12 P12 P12 P12 P12 P12 P11 P11 P16 P16 P10 EAST STAIR NORTH STAIR CENTRAL STAIR 68'-11 1/4" 71'-7 1/4" 1'-7 1/4" 9'-0" 3'-4" 9'-0" 3'-4" 9'-0" 11'-7 1/8" 9'-0" 1'-7 1/4" 3 1/2" 28'-7".35'-3 5/8" 20'-11 5/8" . 24'-9 7/8" 42'-9 3/8"9'-5 1/2"42'-10 5/8" 20'-11 5/8" . 41'-1 3/4" 8'-0" 4'-7 1/2" . 39'-0 1/2" 24'-0 7/8".11'-9 1/4".11'-9 5/8".11'-9 1/4".11'-9 5/8".11'-9 1/4".11'-9 5/8".11'-7 3/4".12'-7 1/2".10'-4 1/2" 36'-1 1/2"7'-7"4'-0 3/4"93'-0 1/2"5'-0 3/8" 1'-4 5/8" 38'-9 7/8" . 4'-7" . . 33'-3 7/8".21'-10 5/8" 2'-8 5/8" 18'-4 1/8"58'-8 1/4"4'-8 3/4".28'-4 1/8".40'-7 3/8".38'-7" 21'-9 1/8".21'-6 7/8" 49'-11 1/8" 8'-2 1/2" 10'-1 1/8" 3'-2 3/8" 4'-10 3/8"20'-1 3/4" 20'-4 1/4"6'-0 1/4" 25'-8 1/4".11'-8 1/8".11'-9 7/8".11'-9 1/2".4'-10 3/8".39'-1"10'-6 1/2".11'-9 3/4".11'-9 1/4".11'-11".11'-7 1/4".4'-8 7/8" 43'-1 3/8" . 46'-7 7/8" 9'-4 1/2" 25'-10" . 11'-9 7/8" . 11'-9" 19'-9 1/4".4'-7 5/8".18'-3 1/4" P14 96'-9 3/8" 1'-4 3/4"9'-0"3'-4"9'-0"10'-4 5/8"9'-0"12'-4"9'-0"10'-4 5/8"9'-0"3'-4"9'-0"1'-7 1/4" 33'-0 1/8"9'-1 1/4"12'-2 3/4"9'-1 1/4"33'-3 7/8" 9'-2 1/2"23'-11 1/8"13'-0 5/8" 4"8'-8" 6 1/2" 1'-5 3/4"9'-0"3'-3"9'-0"3'-4"9'-0" 1'-10 7/8" 8'-5 3/4"22'-7 1/2" 4 7/8" 7'-8" 4 7/8" 5'-2 1/4"9'-0"3'-4"9'-0"3'-4"9'-0"3'-4"9'-0"3'-4"9'-0"1'-7 1/4" 5'-2 1/4"9'-1 1/4"15'-6 3/4"9'-1 1/4"26'-2" 126'-6 5/8" 32'-11" 1'-8 1/2" 8'-8" 3'-4" 8'-8" 3'-4" 8'-8" 3'-4" 8'-8" 3'-4" 8'-8" 3'-4" 8'-8" 10'-5" 8'-8" 14'-11 3/8" 8'-8" 3'-4" 8'-8" 1'-5 3/4" 1'-10 5/8" 8'-8" 3'-4" 8'-8" 1'-8" 8'-8" 3/8" 8" 61'-5 1/4" 9'-1 1/4" 45'-7 1/8" 9'-1 1/4" 34'-2 3/4" 1'-8 1/2"8'-8"25'-5 5/8"8'-8"1'-8 1/2" 46'-2 5/8" 153'-5 1/8" 1'-8 1/2" 8'-8" 3'-4" 8'-8" 3'-6" 8'-8" 3'-2" 8'-8" 3'-4" 8'-8" 3'-4" 8'-8" 3'-4" 8'-8" 3'-4" 8'-8" 3'-4" 9'-0" 25'-6 1/2" 9'-1 1/4" 26'-10 3/4" 9'-1 1/4" 27'-0 3/4" 9'-1 1/4" 46'-7 3/8" 75'-5 3/8" 12'-1 3/8"14'-0"49'-4" 5'-3 1/2" 10 3/8" 12'-4" 26'-1 1/4" 26'-4" 5'-1 3/4" 38'-8 1/4" 4'-1 7/8"30'-4"10'-6 1/4"6'-0" 57'-5 5/8" 13'-3 3/4" 1'-10 5/8"6'-0" 3'-0 3/4" 9'-0" 1'-7" 21'-6 3/8" 51'-0 1/8"136'-4" 187'-4 1/8" 11'-11 1/4"3'-4"8'-8"3'-4"8'-8"3'-4"8'-8"3'-4"8'-8"3'-4 1/2" 5 5/8" 8'-8" 6 7/8" 3'-3 1/4"8'-8"3'-4"8'-8"3'-4"8'-8"3'-4"8'-8"3'-4"8'-8"3'-4 1/2" 12'-1 3/8"3'-5 1/4"8'-0"2'-6 3/4"13'-11 1/4"9'-0"3'-4"9'-0"3'-4"6'-0"4'-8 3/4" P16 P16 P16 P15P15P15P15 65'-1 1/2" ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 3/32" = 1'-0" 4TH FLOOR PLAN A104 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT PLAN KEYNOTES P1STANDBY GENERATOR P2CONCRETE FILLED STEEL BOLLARD(S), SEE DETAIL X/A500 P3ACCESS VEHICLE CONTROL BARRIER GATE, LIFTMASTER MAT W/ 10FT ARM P4STORAGE LOCKERS P5TRASH COMPACTOR, MINI-MAC MODEL BY MARATHON 5A P6TRASH COMPACTOR TRASH BIN, MINI MAC MODEL BY MARATHON 5A P7FDC CONNECTION, SEE FIRE PROTECTION DWGS P8PATIO, CONCRETE PLINTH W/ PLANTERS & PRECAST CONCRETE BENCHES, SEE LANDSCAPE DRWGS P9WOOD SLAT FENCE P10PAINTED STEEL + GLASS CANOPY P11RECYCLING CHUTE WITH 15% PADDED OFFSET @ BOTTOM BY CHUTES INTERNATIONAL P12RECESSED FIRE EXTINGUISHER CABINET W/GLASS DOOR P13REAR DRAIN TOILET, Units 211-216 only P14CUSTOM MILLWORK RECESSED SHELF AT TYPE 5C BATHROOMS ONLY, SEE SHEET 5B/A602 P15FACTORY PAINTED ALUMINUM SUN SCREEN LOUVERS P16ROOF DECK DRAIN, SEE PLUMBING DRWGS P17PAINTED STEEL GUARDRAIL P18GENERATOR EXHAUST SHAFT, SEE MECH. DWGS P19MIN. 24" WIDE ALUM. OR GALV. STL. LADDER (U200 BY UPNOVR OR SIMILAR) P20SURFACE MOUNTED FIRE EXTINGUISHER CABINET W/ GLASS DOOR P21INTERIOR WINDOW, SEE WINDOW SCHEDULE P22ALL COLUMNS TO BE 3HR FIRE RATED SEE DETAILS ON SHEET A510 P23MANIFOLD/WATER METER WALL-MOUNTED 30"x30" PTD ACCESS PANEL, FRAMELESS, BOTTOM SILL MOUNTED AT 9" A.F.F. IN ALL BATHROOMS (BEHIND DOOR SWING), HALLWAYS (CENTERED ON WALL) AND CLOSET (AT CORNER) LOCATIONS. TYPICAL UNITS SHOWN AT 2ND FLOOR ENLARGED PLAN. ANY CONFLICTS TO BE COORDINATED WITH ARCHITECT. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 OSSD OS OS OS OS OS OS SD SD SD SD SD SD SD SD SD SD SD SD SDOS SD SD OS OS PS SD /1A417_R /1A416_R /1A417_R /1A418_R /1A416_R /1A420_R /1A416_R /1A419_R UNIT B4 422 UNIT A15 423 UNIT A13 424 UNIT A14 425 UNIT D5 418UNIT A8 417 UNIT A6 416 UNIT A7 415 UNIT A6 414 UNIT A7 413 UNIT A6 412 UNIT A5 411 UNIT D4 410 UNIT D9 428 UNIT D8 427 UNIT B3 426 UNIT D11 430 UNIT D10 429 UNIT D12 431 UNIT A11 432 UNIT A12 433 UNIT C2 434 UNIT A1 402 UNIT A2 403 UNIT A3 404 UNIT A4 405 UNIT C1 401 UNIT D1 406 UNIT D2 407 UNIT B1 409 UNIT D3 408 UNIT D13 420 ELEVATOR LOBBY 438 SOUTH CORRIDOR 440 NORTH CORRIDOR 439 TELECOM 436 TRASH ROOM 435 SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS EAST STAIR NORTH STAIR CENTRAL STAIR ELEC/DATA 437 SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS 1. FOR OFFSETS OF SHAFT RISERS, PROVIDE CONTINUOUS 2HR RATED GWB ENCLOSURES ON ALL SIDES, FOR LOCATION SEE MECHANICAL DWGS. 2. ALL CONDUIT FOR CEILING MOUNTED FIXTURES OR DEVICES IN AREAS WITH EXPOSED CONCRETE CEILINGS SHALL BE CAST IN CONCRETE SLAB FOR CONCEALMENT. CONDUIT FOR FLOOR MOUNTED POWER, PHONE AND DATA RECEPTACLES SHALL BE CAST IN SLAB AS REQ'D. 3. PROVIDE CONTROL JOINTS IN SUSPENDED GYPSUM BOARD CEILING AS SHOWN AND/OR AS REQ'D BY CEILING CONSTRUCTION. LOCATIONS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. ALIGN WALL & CEILING CONTROL JOINTS WHERE POSSIBLE. 4. CONTRACTOR SHALL PROVIDE ACCESS PANELS IN SUSPENDED GYP BOARD CEILING AS SHOWN ON ARCH & MEP DRAWINGS AND/OR AS REQ'D TO SERVICE MEP/FP SYSTEMS & EQUIPMENT. LOCATIONS NOT SHOWN ON ARCH OR MEP DRAWINGS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. 5. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS, ETC. FOR ALL CEILING MOUNTED ACCESS PANELS, CEILING TRIM, LIGHT FIXTURES, WINDOW TREATMENTS & OTHER EQUIPMENT OR DEVICES AS REQ'D. 6. REFER TO ARCH. DRAWINGS FOR LIGHT FIXTURES LOCATIONS. 7. REFER TO MECH. DRAWINGS FOR LOCATION & SIZE OF HVAC DUCTS & DIFFUSERS. 8. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPE, SWITCHING & LAMPING. 9. REFER TO INTERIOR DRAWINGS FOR ADD'L CEILING FINISH INFORMATION 10. INSTALL ALL INSULATION PER MANUFACTURER'S INSTRUCTIONS. CONTRACTOR TO HAVE INSTRUCTIONS AVAILABLE FOR INSPECTION. 11. SPRINKLERS TO BE ORTHOGONALLY ALIGNED WITH AND EQUALLY SPACED BETWEEN OTHER BUILDING ELEMENTS (I.E. LIGHTS, DIFFUSERS, DOORWAYS, CEILINGS, BULKHEADS) AND EVENLY SPACED AND ALIGNED WITH EACH OTHER. CONFIRM ALL LOCATIONS W/ ARCHITECT PRIOR TO INSTALLATION. RECESSED LIGHT FIXTURE COVE LIGHT / ART WALL WASH (ACLC) -V.I.F. RECESSED STRIP LIGHT W/ LENS, FACING SIDE (CLC) -V.I.F. SURFACE MOUNT DOWNLIGHT WALL SCONCE SPEAKER -SEE AV DWGS FOR TYPES (FINISH TO MATCH ADJACENT CLG. OR WALL, U.N.O.) SPEAKER/STROBE -SEE ELEC. DWGS OCCUPANCY SENSOR SEE ELEC. DWGS PHOTO SENSOR -SEE ELEC. DWGS EXIT SIGN -SEE ELEC. DWGS SMOKE DETECTOR -SEE ELEC. DWGS CENTERLINE RETURN -SEE MECH. DWGS EXHAUST/SUPPLY -SEE MECH. DWGS PS OS SD RCP LEGEND RCP GRAPHIC KEY RCP GENERAL NOTES EXPOSED CONCRETE CEILING SLAB 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-4 1/2" AFF 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-0" AFF SURFACE MOUNT DOWNLIGHT, WET LOCATION PENDANT 1/2" GYPSUM BOARD CEILING, PTD. (U.N.O.); HT 7'-10" AFF ELEC. PANEL -SEE ELEC. DWGS TELECOM PANEL -SEE ELEC. DWGS INTERCOM -SEE ELEC. DWGS ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N As indicated 4TH FLOOR RCP A104_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET ADJUSTED PER ARCH. BACKGROUND CHANGES. ACCESS PANELS, SMOKE DETECTORS, OCCUPANCY SENSORS ADDED FOR CLARIFICATION. 1 1 ALL INTERCOM PANELS REMOVED. 1 1 DN FD FD FD FDFD T T T T T T M S SS DN MMMMMMM OSSD OS OS OS OS OS OS SD SD SD SD SD SD SD SD SD SD SD SD SDOS SD SD OS OSSD OS OS OS OS OS OS SD SD SD SD SD SD SD SD SD SD SD SD SDOS SD SD OS OSSD OS OS OS OS OS OS SD SD SD SD SD SD SD SD SD SD SD SD SDOS SD SD OS 1 A202 2 A202 2 A201 1 A201 1 A205 1 A205 UNIT C1 501 UNIT A1 502 UNIT A2 503 UNIT A3 504 UNIT A4 505 UNIT D1 506 UNIT D2 507 UNIT D3 508 UNIT B1 509 UNIT D4 510 UNIT A5 511 UNIT A6 512 UNIT A7 513 UNIT A6 514 UNIT A7 515 UNIT A6 516 UNIT A8 517 UNIT D5 518 UNIT D13 520 UNIT B4 522 UNIT A15 523 UNIT A13 524 UNIT A14 525 UNIT D14 527 UNIT B5 530 UNIT D12 531 UNIT A11 532 UNIT A12 533 UNIT C2 534 TELECOM 536 A203 42 3 1 TRASH ROOM 535 PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE 48'-1 3/8" 1'-7 1/4"9'-0"12'-8"9'-0"6'-5" ROOF DECK W/ GRILLING STATIONS /1A422 /1A421 /1A422 /1A423 /1A421 /1A425 /1A421 /1A424 ELEVATOR LOBBY 538 SOUTH CORRIDOR 540 1 A204 1 A204 3 A205 3 A205 2 A204 2 A204 NORTH CORRIDOR 539 ELEC/DATA 537 1'-10 5/8"6'-0" 3'-0 3/4" 9'-0" 1'-7" 2 A205 2 A205 P12 P12 P12 P12 P12 P17 P17 P17 P11 P11 P10 EAST STAIR NORTH STAIR CENTRAL STAIR 5'-3 1/2" 57'-5 5/8" 68'-11 1/4" 3 1/2" 28'-7".35'-3 5/8" 20'-11 5/8" . 24'-9 7/8" 42'-9 3/8"9'-5 1/2"42'-10 5/8" 20'-11 5/8" . 41'-1 3/4" 8'-0" 4'-7 1/2" . 39'-0 1/2" 24'-0 7/8".11'-9 1/4".11'-9 5/8".11'-9 1/4".11'-9 5/8".11'-9 1/4".11'-9 5/8".11'-7 3/4".12'-7 1/2".10'-4 1/2" 36'-1 1/2"7'-7"4'-0 3/4"93'-0 1/2"5'-0 3/8" 1'-4 5/8" 38'-9 7/8" . 4'-7" . . 33'-3 7/8".21'-10 5/8" 2'-8 5/8" 18'-4 1/8"58'-8 1/4"4'-8 3/4".49'-3" 31'-6 3/4" 8'-2 1/2" 10'-1 1/8" 3'-2 3/8" 4'-10 3/8"20'-1 3/4" 20'-4 1/4"6'-0 1/4" 25'-8 1/4".11'-8 1/8".11'-9 7/8".11'-9 1/2".4'-10 3/8".39'-1"10'-6 1/2".11'-9 3/4".11'-9 1/4".11'-11"...4'-8 7/8" 30'-9 7/8" 9'-4 1/2" 25'-10" . 11'-9 7/8" . 11'-9" 19'-9 1/4".4'-7 5/8".18'-3 1/4" P12 96'-9 3/8" 1'-4 3/4"9'-0"3'-4"9'-0"10'-4 5/8"9'-0"12'-4"9'-0"10'-4 5/8"9'-0"3'-4"9'-0"1'-7 1/4" 33'-0 1/8"9'-1 1/4"12'-2 3/4"9'-1 1/4"33'-3 7/8" 8'-5 3/4"22'-7 1/2" 23'-11 1/8"13'-0 5/8" 4"8'-8" 6 1/2" 1'-5 3/4"9'-0"3'-3"9'-0"3'-4"9'-0" 1'-10 7/8" 4 7/8" 7'-8" 4 7/8" 5'-2 1/4"9'-0"3'-4"9'-0"3'-4"9'-0"3'-4"9'-0"3'-4"9'-0"1'-7 1/4" 5'-2 1/4"9'-1 1/4"15'-6 3/4"9'-1 1/4"26'-2" 126'-6 5/8" 32'-11" 8" 59'-10 3/8" 1'-7 1/4" 8'-8" 10'-7 7/8" 8'-8" 14'-11 3/8" 8'-8" 3'-4" 8'-8" 1'-5 3/4" 1'-10 5/8" 8'-8" 3'-4" 8'-8" 1'-8" 8'-8" 3/8" 20'-7 7/8" 9'-2 1/2" 26'-4 7/8" 9'-2 1/2" 34'-1 1/2" 46'-2 5/8" 153'-5 1/8" 9'-0"3'-4"8'-8"3'-4"8'-8"3'-6"8'-8"1'-8 1/8"59'-10 3/8" 37'-8 7/8" 9'-2 1/2" 46'-7 3/8" 45'-7 1/8" 75'-5 3/8" .14'-0"49'-4" 75'-5 3/8" 1'-7 1/4" 9'-0" 3'-4" 9'-0" 3'-4" 9'-0" 11'-7 1/8" 9'-0" 1'-7 1/4" 38'-8 1/4" 21'-6 3/8" 187'-4 1/8" 38'-8 1/4"136'-0 1/4" 187'-4 1/8" 3'-0 3/4" 8'-8" 3'-4" 8'-8" 3'-4" 8'-8" 3'-4" 8'-8" 3'-4" 8'-8" 3'-3 1/4" 6 7/8" 8'-8" 6 7/8" 3'-3 1/4" 8'-8" 3'-4" 8'-8" 3'-4" 8'-8" 3'-4" 8'-8" 3'-4" 8'-8" 3'-3 1/4" 12'-1 3/8"3'-5 1/4"8'-0"2'-6 3/4"13'-11 1/4"9'-0"3'-4"9'-0"3'-4"6'-0"4 '-8 3/4" P15P15P15P15 65'-1 1/2" ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 3/32" = 1'-0" 5TH FLOOR PLAN A105 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT PLAN KEYNOTES P1STANDBY GENERATOR P2CONCRETE FILLED STEEL BOLLARD(S), SEE DETAIL X/A500 P3ACCESS VEHICLE CONTROL BARRIER GATE, LIFTMASTER MAT W/ 10FT ARM P4STORAGE LOCKERS P5TRASH COMPACTOR, MINI-MAC MODEL BY MARATHON 5A P6TRASH COMPACTOR TRASH BIN, MINI MAC MODEL BY MARATHON 5A P7FDC CONNECTION, SEE FIRE PROTECTION DWGS P8PATIO, CONCRETE PLINTH W/ PLANTERS & PRECAST CONCRETE BENCHES, SEE LANDSCAPE DRWGS P9WOOD SLAT FENCE P10PAINTED STEEL + GLASS CANOPY P11RECYCLING CHUTE WITH 15% PADDED OFFSET @ BOTTOM BY CHUTES INTERNATIONAL P12RECESSED FIRE EXTINGUISHER CABINET W/GLASS DOOR P13REAR DRAIN TOILET, Units 211-216 only P14CUSTOM MILLWORK RECESSED SHELF AT TYPE 5C BATHROOMS ONLY, SEE SHEET 5B/A602 P15FACTORY PAINTED ALUMINUM SUN SCREEN LOUVERS P16ROOF DECK DRAIN, SEE PLUMBING DRWGS P17PAINTED STEEL GUARDRAIL P18GENERATOR EXHAUST SHAFT, SEE MECH. DWGS P19MIN. 24" WIDE ALUM. OR GALV. STL. LADDER (U200 BY UPNOVR OR SIMILAR) P20SURFACE MOUNTED FIRE EXTINGUISHER CABINET W/ GLASS DOOR P21INTERIOR WINDOW, SEE WINDOW SCHEDULE P22ALL COLUMNS TO BE 3HR FIRE RATED SEE DETAILS ON SHEET A510 P23MANIFOLD/WATER METER WALL-MOUNTED 30"x30" PTD ACCESS PANEL, FRAMELESS, BOTTOM SILL MOUNTED AT 9" A.F.F. IN ALL BATHROOMS (BEHIND DOOR SWING), HALLWAYS (CENTERED ON WALL) AND CLOSET (AT CORNER) LOCATIONS. TYPICAL UNITS SHOWN AT 2ND FLOOR ENLARGED PLAN. ANY CONFLICTS TO BE COORDINATED WITH ARCHITECT. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 OSSD OS OS OS OS OS OS SD SD SD SD SD SD SD SD SD SD SD SDOS SD SD OS SD OS PS SD /1A422_R /1A421_R /1A422_R /1A423_R /1A421_R /1A425_R /1A421_R /1A424_R UNIT A15 523 UNIT A13 524 UNIT A14 525 UNIT D5 518UNIT A8 517 UNIT A6 516 UNIT A7 515 UNIT A6 514 UNIT A7 513 UNIT A6 512 UNIT A5 511 UNIT D4 510 UNIT D14 527 UNIT B5 530 UNIT D12 531 UNIT A11 532 UNIT A12 533 UNIT C2 534 UNIT A1 502 UNIT A2 503 UNIT A3 504 UNIT A4 505 UNIT C1 501 UNIT D1 506 UNIT D2 507 UNIT B1 509 UNIT D3 508 TELECOM 536 TRASH ROOM 535 SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS ELEVATOR LOBBY 538 SOUTH CORRIDOR 540 UNIT B4 522 UNIT D13 520 EAST STAIR NORTH STAIR CENTRAL STAIR ELEC/DATA 537 SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS NORTH CORRIDOR 539 1. FOR OFFSETS OF SHAFT RISERS, PROVIDE CONTINUOUS 2HR RATED GWB ENCLOSURES ON ALL SIDES, FOR LOCATION SEE MECHANICAL DWGS. 2. ALL CONDUIT FOR CEILING MOUNTED FIXTURES OR DEVICES IN AREAS WITH EXPOSED CONCRETE CEILINGS SHALL BE CAST IN CONCRETE SLAB FOR CONCEALMENT. CONDUIT FOR FLOOR MOUNTED POWER, PHONE AND DATA RECEPTACLES SHALL BE CAST IN SLAB AS REQ'D. 3. PROVIDE CONTROL JOINTS IN SUSPENDED GYPSUM BOARD CEILING AS SHOWN AND/OR AS REQ'D BY CEILING CONSTRUCTION. LOCATIONS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. ALIGN WALL & CEILING CONTROL JOINTS WHERE POSSIBLE. 4. CONTRACTOR SHALL PROVIDE ACCESS PANELS IN SUSPENDED GYP BOARD CEILING AS SHOWN ON ARCH & MEP DRAWINGS AND/OR AS REQ'D TO SERVICE MEP/FP SYSTEMS & EQUIPMENT. LOCATIONS NOT SHOWN ON ARCH OR MEP DRAWINGS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. 5. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS, ETC. FOR ALL CEILING MOUNTED ACCESS PANELS, CEILING TRIM, LIGHT FIXTURES, WINDOW TREATMENTS & OTHER EQUIPMENT OR DEVICES AS REQ'D. 6. REFER TO ARCH. DRAWINGS FOR LIGHT FIXTURES LOCATIONS. 7. REFER TO MECH. DRAWINGS FOR LOCATION & SIZE OF HVAC DUCTS & DIFFUSERS. 8. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPE, SWITCHING & LAMPING. 9. REFER TO INTERIOR DRAWINGS FOR ADD'L CEILING FINISH INFORMATION 10. INSTALL ALL INSULATION PER MANUFACTURER'S INSTRUCTIONS. CONTRACTOR TO HAVE INSTRUCTIONS AVAILABLE FOR INSPECTION. 11. SPRINKLERS TO BE ORTHOGONALLY ALIGNED WITH AND EQUALLY SPACED BETWEEN OTHER BUILDING ELEMENTS (I.E. LIGHTS, DIFFUSERS, DOORWAYS, CEILINGS, BULKHEADS) AND EVENLY SPACED AND ALIGNED WITH EACH OTHER. CONFIRM ALL LOCATIONS W/ ARCHITECT PRIOR TO INSTALLATION. RECESSED LIGHT FIXTURE COVE LIGHT / ART WALL WASH (ACLC) -V.I.F. RECESSED STRIP LIGHT W/ LENS, FACING SIDE (CLC) -V.I.F. SURFACE MOUNT DOWNLIGHT WALL SCONCE SPEAKER -SEE AV DWGS FOR TYPES (FINISH TO MATCH ADJACENT CLG. OR WALL, U.N.O.) SPEAKER/STROBE -SEE ELEC. DWGS OCCUPANCY SENSOR SEE ELEC. DWGS PHOTO SENSOR -SEE ELEC. DWGS EXIT SIGN -SEE ELEC. DWGS SMOKE DETECTOR -SEE ELEC. DWGS CENTERLINE RETURN -SEE MECH. DWGS EXHAUST/SUPPLY -SEE MECH. DWGS PS OS SD RCP LEGEND RCP GRAPHIC KEY RCP GENERAL NOTES EXPOSED CONCRETE CEILING SLAB 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-4 1/2" AFF 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-0" AFF SURFACE MOUNT DOWNLIGHT, WET LOCATION PENDANT 1/2" GYPSUM BOARD CEILING, PTD. (U.N.O.); HT 7'-10" AFF ELEC. PANEL -SEE ELEC. DWGS TELECOM PANEL -SEE ELEC. DWGS INTERCOM -SEE ELEC. DWGS ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N As indicated 5TH FLOOR RCP A105_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET ADJUSTED PER ARCH. BACKGROUND CHANGES. ACCESS PANELS, SMOKE DETECTORS, OCCUPANCY SENSORS ADDED FOR CLARIFICATION. 1 1 ALL INTERCOM PANELS REMOVED. 1 1 FD FD FD FDFD RDRD RD RD RD RD RD RD RDRD RD RD RD RD RD RD RD RD RDRD T T T T T T M S SS MMMMMMM OSSD OS OS OS OS OS OS SD SD SD SD SD SD SD SD SD SD SD SD SDOS SD SD OS OSSD OS OS OS OS OS OS SD SD SD SD SD SD SD SD SD SD SD SD SDOS SD SD OS OSSD OS OS OS OS OS OS SD SD SD SD SD SD SD SD SD SD SD SDOS SD SD OS OSSD OS OS OS OS OS OS SD SD SD SD SD SD SD SD SD SD SD SD SDOS SD SD OS 1 A202 2 A202 2 A201 1 A201 1 A205 1 A205 42 3 1 PROPERTY LINE PROPERTY LINE PROPERTY LINE ELEVATOR OVERRUN 1 A204 1 A204 3 A205 3 A205 2 A204 2 A204 DHW R101 3/8" / 1'-0" 1/4" / 1'-0" 3/8" / 1'-0" 1/4" / 1'-0" 3/8" / 1'-0" 1/4" / 1'-0"1/4" / 1'-0" 1/2" / 1'-0" 1/4" / 1'-0" 1/4" / 1'-0" 1/4" / 1'-0" 1/4" / 1'-0"1/4" / 1'-0" 1/4" / 1'-0" 1/4" / 1'-0" 1/4" / 1'-0" 1/4" / 1'-0" 1/4" / 1'-0" 1/4" / 1'-0" 1/4" / 1'-0" 1/8" / 1'-0" 1 / 8 " / 1 ' 0 " 1 / 8 " / 1 ' 0 " 1/8" / 1'-0" 1/4" / 1'-0" 1/4" / 1'-0" 1/4" / 1'-0" 1/2" / 1'-0" 1/4" / 1'-0" 1/4" / 1'-0" 1/4" / 1'-0" 1/4" / 1'-0" 1/4" / 1'-0" 1/4" / 1'-0" 1/4" / 1'-0" 1 / 4 " / 1 ' 0 " 5/8" / 1'-0" 1 / 4 " / 1 ' 0 " 5/8" / 1'-0" 3 / 8 " / 1 ' 0 " 1/4" / 1'-0" 1/4" / 1'-0" 1/4" / 1'-0"1/4" / 1'-0" 2 A205 2 A205 1/4" / 1'-0"1/4" / 1'-0" 1/4" / 1'-0"1/4" / 1'-0" P19 P18 P9 12'-0" SETBACK FOR MECHANICAL EQUIPMENT 12'-0" SETBACK FOR MECHANICAL EQUIPMENT 12'-0" SETBACK FOR MECHANICAL EQUIPMENT P15P15P15P15P15P15P15P15P15P15 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 3/32" = 1'-0" ROOF PLAN A106 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT PLAN KEYNOTES P1STANDBY GENERATOR P2CONCRETE FILLED STEEL BOLLARD(S), SEE DETAIL X/A500 P3ACCESS VEHICLE CONTROL BARRIER GATE, LIFTMASTER MAT W/ 10FT ARM P4STORAGE LOCKERS P5TRASH COMPACTOR, MINI-MAC MODEL BY MARATHON 5A P6TRASH COMPACTOR TRASH BIN, MINI MAC MODEL BY MARATHON 5A P7FDC CONNECTION, SEE FIRE PROTECTION DWGS P8PATIO, CONCRETE PLINTH W/ PLANTERS & PRECAST CONCRETE BENCHES, SEE LANDSCAPE DRWGS P9WOOD SLAT FENCE P10PAINTED STEEL + GLASS CANOPY P11RECYCLING CHUTE WITH 15% PADDED OFFSET @ BOTTOM BY CHUTES INTERNATIONAL P12RECESSED FIRE EXTINGUISHER CABINET W/GLASS DOOR P13REAR DRAIN TOILET, Units 211-216 only P14CUSTOM MILLWORK RECESSED SHELF AT TYPE 5C BATHROOMS ONLY, SEE SHEET 5B/A602 P15FACTORY PAINTED ALUMINUM SUN SCREEN LOUVERS P16ROOF DECK DRAIN, SEE PLUMBING DRWGS P17PAINTED STEEL GUARDRAIL P18GENERATOR EXHAUST SHAFT, SEE MECH. DWGS P19MIN. 24" WIDE ALUM. OR GALV. STL. LADDER (U200 BY UPNOVR OR SIMILAR) P20SURFACE MOUNTED FIRE EXTINGUISHER CABINET W/ GLASS DOOR P21INTERIOR WINDOW, SEE WINDOW SCHEDULE P22ALL COLUMNS TO BE 3HR FIRE RATED SEE DETAILS ON SHEET A510 P23MANIFOLD/WATER METER WALL-MOUNTED 30"x30" PTD ACCESS PANEL, FRAMELESS, BOTTOM SILL MOUNTED AT 9" A.F.F. IN ALL BATHROOMS (BEHIND DOOR SWING), HALLWAYS (CENTERED ON WALL) AND CLOSET (AT CORNER) LOCATIONS. TYPICAL UNITS SHOWN AT 2ND FLOOR ENLARGED PLAN. ANY CONFLICTS TO BE COORDINATED WITH ARCHITECT. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 1 A508 Sim 1 A508 Sim GB SB GB GB PP GB PP SB PP CA SR EO PM PM EO WB SR SR 2'-9 1/2" 5'-8 7/8" 9'-8 1/2" 13'-0 3/4" 13'-2 1/8" 10'-10 1/4" 4'-0" 2'-3 7/8" 5'-6 3/4" 1'-0 5/8" 2'-2 1/8" 2 3/8" 8'-0"22'-0"10'-8 1/4"6'-0" 3'-2" 5 3/4" 8'-0"18'-0"26'-5 1/4"12'-0"2 1/4" 11'-4 1/2" 2 1/2" 2'-5 1/2"8'-0" 5'-0 5/8"3'-8 3/4" 8'-6 1/2" 2'-1 1/4" 8 3/4" 8'-10 1/2"9'-3 5/8"9'-6 3/8"9'-3 1/4"11'-7 1/2" 38'-8 1/4" 56'-7 1/2" 68'-3 1/4" 6 A506 9 A506 WB WB WB WB WB EA EA EA LH LH WB JM BS BS BS BS BS BS EA PP SB SB SB SF2 58'-8 5/8" 43'-11 1/4" 5'-9"8'-8 1/4"13'-4 3/4"10'-7 1/4"5'-6" 9'-7 5/8" 10'-2 1/2" 14'-2 1/2" 7'-6 3/8" 17'-1 1/2" 15'-3 3/4" 11'-11" 10'-10" 20'-7 7/8" 10'-1"3'-5"6'-3 3/8"5'-11"7'-8 1/8"10'-6 7/8" 11'-2"5'-9 1/2"5'-8 1/8"10'-0 1/2" 6'-2 3/8" 7 1/4" 5'-1 3/4"7'-11" 3 3/4" 7'-4 3/8"5'-1 3/4"4'-4 3/4" 4'-3 7/8"2'-5 5/8"5'-8 1/2"4'-8 7/8" PG GREEN ROOF LEGEND TAG BS CA EO JM LH PG PM SM SR1 WB BENCH SEATING DESCRIPTIONSIZENOTES 18"x60"x18" OUTDOOR, STATIONARY BENCH W/ STAINLESS STEEL BASE & WOOD SLAT SEATING SURFACE CORAL BURST CRAB APPLE1"-1.5" CAL. COLUMNAR ENGLISH OAK HYBRID BLOODGOOD JAPANESE MAPLE#15 CONT.4'-5" TALL LIMELIGHT HYDRANGEA#10 CONT.TREE FORM PERENNIAL GARDEN #1 CONT. PERENNIAL BED SOIL TO BE MOUNDED TO 12" DEEP UNDER JAPANESE MAPLE (JM) PAPERBARK MAPLE PRE-GROWN SEDUM MATSOD 3'x6' SAFETY RAILING, 4TH FL36" TALL117 FT WHITESPIRE BIRCH7'-8"MULTI-STEM QUANTITY 6 1 2 1 2 6 2 1,891 SF (234 SF @ 4TH; 1,657 SF @ 5TH) 9 SEGMENTS 1 EAEMERALD ARBORVITAE5'-6" CONT.3 GBGRAVEL BASE234 SF #2 ROUND GRAVEL BALLAST 39 CF (@ 2" DEPTH) 1"-1.5" CAL. AUTUMN JOY SEDUM BLUE WONDER CATMINT BUTTERFLY WEED GOLDSTURM BLACK-EYED SUSAN HAMELN PENNISETUM MAGNUS PURPLE CONEFLOWER #1 CONT. #1 CONT. #1 CONT. #1 CONT. #1 CONT. CHIVES1 PINT DRAGON'S BLOOD SEDUM#1 CONT. 6 6 6 6 6 6 6 123 SF 1"-1.5" CAL. SR2SAFETY RAILING, 5TH FL25" TALL162 FT 3 SEGMENTS ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" GREEN ROOF PLANS A107 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 4TH FLOOR TERRACE 1/4" = 1'-0" 2 5TH FLOOR TERRACE 1 103.11.2021100% CONSTRUCTION DOCUMENT SET 1ST FLOOR 394.54' 2ND FLOOR 406.54' 3RD FLOOR 416.54' 4TH FLOOR 426.54' 5TH FLOOR 436.54' ROOF 446.54' 1 A204 1 A204 2 A204 2 A204 ADJACENT TO THAYER APPLIANCE GARAGE ENTRY ADJACENT TO WYLLIE DRY CLEANING 12'-0"10'-0"10'-0"10'-0"10'-0" E2 E7 E6 E11 E9 E11 E6 E7 E19 E19 W-5W-5 W-5W-5 W-5W-5 W-5W-5 W-11 W-11 W-11 W-11 W-11 W-11 W-5 W-5 W-5 W-5 W-5 W-5 W-5 W-5W-4 W-4 W-4 W-4 W-12 W-3 W-5W-5W-5 E7 E7 E8C E6 W-8 W-8W-8 W-8 W-8 E28 E28 E28 E28 ADJACENT STRUCTURE W-5W-5 W-5W-5 W-5 W-5E8C W-5W-5W-5W-5W-8 E6 E29E29 E19 W-5W-5 W-5W-5 W-5 W-5 W-16 W-5 E8B E30 E30 E30 E30 E31 E31 E19 E8C E8C E8C E8C E8C E8C E19 E31 E19 E19 1 W-1 W-1 W-1 W-1 1 W-5 E8B E8B E8 E24 E8B E8BE8C E8B 6'-2" 6'-2" 6'-2"18'-10" 6'-2" 6'-2" 6'-2" 6'-2" 4'-8" 6'-2 5/8" 6'-2 5/8" 6'-2 5/8" 6'-2 5/8" 6'-2" 6'-2" 6'-2" REFER TO/ 3A203 1 ALIGN PANEL RIBS W/ VERTICAL TRIM CENTER TRIM BETWEEN PANEL RIBS ALIGN VERTICAL TRIM TO PANEL RIBS ALIGN VERTICAL TRIM TO PANEL RIBS ALIGN VERTICAL TRIM TO PANEL RIBS 1111ALIGN PANEL RIBS W/ VERTICAL TRIM ALIGN VERTICAL TRIM TO PANEL RIBS CENTER TRIM BETWEEN PANEL RIBS 1 1 1 W-16 W-16 E29b E29b E29b E29bE29b E28 E9 E29b 6'-0" TYP. 1 1ST FLOOR 394.54' 2ND FLOOR 406.54' 3RD FLOOR 416.54' 4TH FLOOR 426.54' 5TH FLOOR 436.54' ROOF 446.54' 1 A204 1 A204 2 A204 2 A204 52'-0" ADJACENT TO STATE DINER (NOT IN SCOPE) 10'-0" 10'-0" 10'-0" 10'-0" 12'-0" E7 E7 E2 E10 E7 E25 E7 E13 E6 E8B E8C E17 E11 E26 E2 E13 E5 E6 E7 W-5 W-5 W-11 W-11W-5 W-5 W-11 W-5 W-5 W-5 W-5 W-11 W-11 W-11 S4 S10 W-7 W-4 W-7 W-4 W-7 W-4 W-4W-4 W-4 W-4 W-4 W-4 W-4 W-4 W-7 W-4 W-4 W-4 W-7 W-4 W-7 W-4 W-5 W-5 S-14 E7 E7E28 E28 E28E28 W-7 W-7 W-7 W-7 ADJACENT STRUCTURE W-8 W-8 W-8 W-8W-8 W-8 W-8W-8W-8 W-8W-8W-8 W-8 W-8 W-8 S12 S9S9S9 E14 E14 E9E15E9E14 CONTRACTOR TO BUILD A FREE STANDING MOCK UP OF THIS SECTION OF THE FACADE. DO NOT ORDER ANY OF THE MATERIALS UNTIL THE MOCK UP HAS BEEN APPROVED. E6 S-14 W-16W-16W-16W-16W-16W-16 W-16 W-16 W-16 W-16 W-16 W-16 W-5 W-5 E6 E6 W-5 W-5 W-5 W-5 W-5 W-5 W-15 W-15 W-15 A201 4 E8 E8A E8B E8C INFILL WITH MASONRY TO MATCH EXISTING -V.I.F. ACCESS LADDER E7E31 E8C E8C E8C GL-5 1 E24 11 6'-2" 6'-2" 6'-2" 6'-2" 6'-2" 6'-2" 6'-2" 6'-2" 6'-2" 4'-11" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-6 1/8" 6'-6 1/8" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-2" 6'-2" 9'-4" 6'-2" ALIGN VERTICAL TRIM TO PANEL RIBS, TYP. ALIGN VERTICAL TRIM TO PANEL RIBS TRIM CENTERED BETWEEN PANEL RIBS 1 1 1 E8B E8B S11S2S5S2 S11 ALIGN PANEL RIBS W/ VERTICAL TRIM ALIGN PANEL RIBS W/ VERTICAL TRIM 1 1 1 EQEQ 6" 2'-8" FDC -REFER TO PLUMB. DWGS RPZ -REFER TO PLUMB. DWGS 1 E31 E19 E19 E31 E31 E19 E19 E32 E32 1 1 BEYOND PARAPET E8C 2ND FLOOR 406.54' THESE ARE TO BE POWDER COATED ALUMINUM CHANNEL LETTERS. THEY ARE TO BE PROVIDED WITH INTERIOR LED LIGHTS THAT ILLUMINATE THE SURFACE BEHIND THE LETTERS (NUMBERS). CONTRACTOR TO PROVIDE SHOP DRAWINGS. THE ENGINEER TO PROVIDE POWER FOR THIS TO BE SHOWN ON THE ELECTRICAL DRAWINGS. 1'-10" 8" 1'-6 1/2" GL-1: LOW-E-COATED, CLEAR INSULATING VISION GLASS GL-2b: FULLY-TEMPERED, TRIPLE-PANE, CLEAR INSULATING VISION GLASS GL-4: LOW-E-COATED, ULTRACLEAR INSULATING VISION GLASS GL-4b: FULY-TEMPERED, LOW-E-COATED, ULTRACLEAR INSULATING VISION GLASS P1: CORRUGATED PANEL GL-2c: TRIPLE-PLANE, CLEAR INSULATING SPANDREL GLASS GLAZING LEGEND GL-2: TRIPLE-PANE, CLEAR INSULATING VISION GLASS GL-1b: FULLY-TEMPERED, LOW-E-COATED, CLEAR INSULATING VISION GLASS GL-5: LAMINATED, HEATSTRENGTHENED CLEAR FLOAT GLASS GL-6: ULTRACLEAR FLOAT GLASS GL-6b: FULY-TEMPERED, ULTRACLEAR FLOAT GLASS ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION As indicated NORTH & SOUTH ELEVATIONS A201 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/8" = 1'-0" 1 NORTH ELEVATION 1/8" = 1'-0" 2 SOUTH ELEVATION E1NEW PAINTED WOOD DOUBLE HUNG WINDOWS TO MATCH HISTORIC PROFILE E2EXISTING FACADE TO BE RETAINED. POINT UP BRICK + PAINT E5CORRECTLY RAISED EXTERIOR AREA TO BE LOWERED TO GRADE E6FACTORY PAINTED ALUMINUM OR CLAD WOOD DOUBLE HUNG WINDOWS WITH INSULATING GLASS E7CORRUGATED METAL PANELS BY O'DONNELL METAL DECK AND BAR JOIST COMPANY. 1-1/4"CORRUGATED GALVANIZED STEEL, FACTORY PAINTED E8PAINTED WOOD TRIM COPING E8APAINTED WOOD TRIM PIECES - 2X2 E8BPAINTED WOOD TRIM PIECES - 2X4 E8CPAINTED WOOD TRIM PIECES - 4X4 E9MODULAR BRICK - GTSW GEORGETOWN MUDBOX SMOOTH TYPE 2 MODULAR CORED; WATSONTOWN BRICK CO. E10PAINTED STEEL CORNICE E11PAINTED STEEL GUARDRAIL E13PAINTED ALUMINUM STOREFRONT WINDOWS E14DARK CHARCOAL COLORED HONED GRANITE BASE E15PRECAST CONCRETE BASE E17PAINTED STEEL + GLASS CANOPY E18PAINTED DECORATIVE STEEL BEAM ELEMENT WITH PULLEY AND CABLE E19PAINTED STEEL LINTELS E24METAL COPING E25METAL AWNING E26CMU E28EXTERIOR LIGHT FIXTURE - SEE ENLARGED RCP's E29RECESSED FACE BRICK, 8'-8" x 5'-9 1/4" E29bRECESSED FACE BRICK, 6'-0" x 5'-9 1/4" E30PAINTED STEEL CHANNEL E31PRECAST CONCRETE SILL AT WINDOW E32PRECAST CONCRETE SILL AT STOREFRONT E33PRECAST CONCRETE SILL AT BRICK INSET E34PRECAST CONCRETE SILL AT JULIET BALCONY KEYNOTES SEE SHEET A804 FOR STOREFRONT & WINDOW ELEVATIONS GLAZING = X# 1/4" = 1'-0" 4 BUILDING SIGNAGE 1 1 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1ST FLOOR 394.54' 2ND FLOOR 406.54' 3RD FLOOR 416.54' 4TH FLOOR 426.54' 5TH FLOOR 436.54' ROOF 446.54' 1 A205 1 A205 3 A205 3 A205 ADJACENT TO NAPA AUTO PARTS ADJACENT TO STATE DINER ROOF TERRACE 10'-0" 10'-0" 10'-0" 10'-0" 12'-0" PARKING 40'-0" E11 E9 E6 E8E7 E17 E7 E7 E9 E7 E11 E11 E7 E26 E8CE7E9 E11 E19 W-4 W-4 W-4 W-4 W-8W-8 W-8 W-8W-8W-8 W-8 W-8 W-8 W-9 W-9 W-9 W-9 W-9 W-9 W-14 W-14 E26 E28 E28 E28E28 E29 2 A205 2 A205 W-13 E1 W-13 E19 W-4 W-4 W-4 W-4 W-10 E8CE8C E8B E8C E19 E28 E28 1 6'-0"6'-0"6'-0"6'-0"6'-4" E24 ALIGN VERTICAL TRIM TO PANEL RIBS CENTER TRIM BETWEEN PANEL RIBS 11 11 ACCESS LADDERGUTTER TO DOWNSPOUT 1 1 ALIGN PANEL RIBS W/ VERTICAL TRIM 1 E29 E29 E31 E31 E33 E7 W-4 W-13 W-13 E8C *REDUCED PROFILE, THIS FACADE ONLY E8C E8C*REDUCED PROFILE, THIS FACADE ONLY E8*REDUCED PROFILE, THIS FACADE ONLY * EAST FACADE 48'-1 3/8" 1ST FLOOR 394.54' 2ND FLOOR 406.54' 3RD FLOOR 416.54' 4TH FLOOR 426.54' 5TH FLOOR 436.54' ROOF 446.54' 1 A205 1 A205 3 A205 3 A205 ADJACENT TO WYLLIE DRY CLEANING OPEN TO ALLEY PARKING 10'-0" 10'-0" 10'-0" 10'-0" 12'-0" 52'-0" ROOF TERRACE E7 E17 E6 E2 E9 E11 E2 E6 E7 E8C E8C E2 E11 W-11 W-11 W-11 W-5 W-5W-5W-5W-5W-5 W-11W-5W-5W-11 W-9 W-9 W-9W-9 W-9 W-9 W-6W-6 W-6 W-6 W-6 W-6 W-1 W-1 W-1 W-1 W-20 E9 E6 W-8W-8 W-8W-8 W-8W-8W-8 EXISTING BEAM W-4W-7 2 A205 2 A205 70'-1" W-16 W-16 W-16W-16 W-16 W-16W-16W-16 W-16 W-16 S13 W-19 W-17 W-18 W-11 E8C E7 W-10 W-14 E6 E6 W-4 W-13 W-13W-14 W-17 E8B E8B E8C GLAZING SHOWN IN GRAY ARE OPAQUE WITH DRYWALL BEYOND SEE A500'S DETAILS E28 E28 E28 E28 6'-2"6'-0"6'-0"6'-0"6'-0"6'-2"6'-2" ALIGN VERTICAL TRIM TO PANEL RIBS 1 CENTER TRIM BETWEEN PANEL RIBS 1 6'-2"6'-2"6'-2"6'-2"6'-2"6'-2 1/2"6'-2"4'-5" ALIGN VERTICAL TRIM TO PANEL RIBS 1 ALIGN PANEL RIBS W/ VERTICAL TRIM 1 CENTER TRIM BETWEEN PANEL RIBS 1 ACCESS LADDER GUTTER TO DOWNSPOUT 1 1 1 ? 1 INFILL WITH MASONRY TO MATCH EXISTING -V.I.F. 1 ALIGN PANEL RIBS W/ VERTICAL TRIM 1 W-16 W-16 E31 E31 S8 E32 1 E34 E34 BEYOND PARAPET GL-1: LOW-E-COATED, CLEAR INSULATING VISION GLASS GL-2b: FULLY-TEMPERED, TRIPLE-PANE, CLEAR INSULATING VISION GLASS GL-4: LOW-E-COATED, ULTRACLEAR INSULATING VISION GLASS GL-4b: FULY-TEMPERED, LOW-E-COATED, ULTRACLEAR INSULATING VISION GLASS P1: CORRUGATED PANEL GL-2c: TRIPLE-PLANE, CLEAR INSULATING SPANDREL GLASS GLAZING LEGEND GL-2: TRIPLE-PANE, CLEAR INSULATING VISION GLASS GL-1b: FULLY-TEMPERED, LOW-E-COATED, CLEAR INSULATING VISION GLASS GL-5: LAMINATED, HEATSTRENGTHENED CLEAR FLOAT GLASS GL-6: ULTRACLEAR FLOAT GLASS GL-6b: FULY-TEMPERED, ULTRACLEAR FLOAT GLASS ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION As indicated EAST & WEST ELEVATIONS A202 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/8" = 1'-0" 1 EAST ELEVATION 1/8" = 1'-0" 2 WEST ELEVATION E1NEW PAINTED WOOD DOUBLE HUNG WINDOWS TO MATCH HISTORIC PROFILE E2EXISTING FACADE TO BE RETAINED. POINT UP BRICK + PAINT E5CORRECTLY RAISED EXTERIOR AREA TO BE LOWERED TO GRADE E6FACTORY PAINTED ALUMINUM OR CLAD WOOD DOUBLE HUNG WINDOWS WITH INSULATING GLASS E7CORRUGATED METAL PANELS BY O'DONNELL METAL DECK AND BAR JOIST COMPANY. 1-1/4"CORRUGATED GALVANIZED STEEL, FACTORY PAINTED E8PAINTED WOOD TRIM COPING E8APAINTED WOOD TRIM PIECES - 2X2 E8BPAINTED WOOD TRIM PIECES - 2X4 E8CPAINTED WOOD TRIM PIECES - 4X4 E9MODULAR BRICK - GTSW GEORGETOWN MUDBOX SMOOTH TYPE 2 MODULAR CORED; WATSONTOWN BRICK CO. E10PAINTED STEEL CORNICE E11PAINTED STEEL GUARDRAIL E13PAINTED ALUMINUM STOREFRONT WINDOWS E14DARK CHARCOAL COLORED HONED GRANITE BASE E15PRECAST CONCRETE BASE E17PAINTED STEEL + GLASS CANOPY E18PAINTED DECORATIVE STEEL BEAM ELEMENT WITH PULLEY AND CABLE E19PAINTED STEEL LINTELS E24METAL COPING E25METAL AWNING E26CMU E28EXTERIOR LIGHT FIXTURE - SEE ENLARGED RCP's E29RECESSED FACE BRICK, 8'-8" x 5'-9 1/4" E29bRECESSED FACE BRICK, 6'-0" x 5'-9 1/4" E30PAINTED STEEL CHANNEL E31PRECAST CONCRETE SILL AT WINDOW E32PRECAST CONCRETE SILL AT STOREFRONT E33PRECAST CONCRETE SILL AT BRICK INSET E34PRECAST CONCRETE SILL AT JULIET BALCONY KEYNOTES SEE SHEET A804 FOR STOREFRONT & WINDOW ELEVATIONS GLAZING = X# 1 1 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1ST FLOOR 394.54' 2ND FLOOR 406.54' 3RD FLOOR 416.54' 4TH FLOOR 426.54' 5TH FLOOR 436.54' ROOF 446.54' 2 A204 2 A204 10'-0" 10'-0" 10'-0" 10'-0" 12'-0" 52'-0" E7 E8 1ST FLOOR 394.54' 2ND FLOOR 406.54' 3RD FLOOR 416.54' 4TH FLOOR 426.54' 5TH FLOOR 436.54' ROOF 446.54' 3 A205 3 A205 10'-0" 10'-0" 10'-0" 10'-0" 12'-0" 52'-0" E6 E7E7 W-2 W-2 W-2 W-2 2 A205 2 A205 1ST FLOOR 394.54' 2ND FLOOR 406.54' 3RD FLOOR 416.54' 4TH FLOOR 426.54' 5TH FLOOR 436.54' ROOF 446.54' 2 A204 2 A204 12'-0"10'-0"10'-0"10'-0"10'-0" 52'-0" E8 E7 W-5 W-5 W-5 W-5W-4 W-4 W-4 W-4 W-5 W-5 W-5W-5 W-5W-5 W-5W-5 ALIGN PANEL RIBS W/ VERTICAL TRIM 1 6'-1" 6'-2" 6'-2" 6'-2" E24 CENTER TRIM BETWEEN PANEL RIBS 1ST FLOOR 394.54' 2ND FLOOR 406.54' 3RD FLOOR 416.54' 4TH FLOOR 426.54' 5TH FLOOR 436.54' ROOF 446.54' 3 A205 3 A205 E8 E7 E6 E6 E7 W-4W-4 W-4 W-4 W-4 W-4 W-4 W-4 2 A205 2 A205 W-4W-4W-4 W-13 W-4W-4 W-4 W-4 W-4W-4 W-13 W-13 6'-0"6'-0"6'-0"6'-0" ALIGN PANEL RIBS W/ VERTICAL TRIM 1 GL-1: LOW-E-COATED, CLEAR INSULATING VISION GLASS GL-2b: FULLY-TEMPERED, TRIPLE-PANE, CLEAR INSULATING VISION GLASS GL-4: LOW-E-COATED, ULTRACLEAR INSULATING VISION GLASS GL-4b: FULY-TEMPERED, LOW-E-COATED, ULTRACLEAR INSULATING VISION GLASS P1: CORRUGATED PANEL GL-2c: TRIPLE-PLANE, CLEAR INSULATING SPANDREL GLASS GLAZING LEGEND GL-2: TRIPLE-PANE, CLEAR INSULATING VISION GLASS GL-1b: FULLY-TEMPERED, LOW-E-COATED, CLEAR INSULATING VISION GLASS GL-5: LAMINATED, HEATSTRENGTHENED CLEAR FLOAT GLASS GL-6: ULTRACLEAR FLOAT GLASS GL-6b: FULY-TEMPERED, ULTRACLEAR FLOAT GLASS ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION As indicated COURTYARD ELEVATIONS A203 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/8" = 1'-0" 1 COURTYARD ELEVATION -NORTH 1/8" = 1'-0" 2 COURTYARD ELEVATION -EAST 1/8" = 1'-0" 3 COURTYARD ELEVATION -SOUTH 1/8" = 1'-0" 4 COURTYARD ELEVATION -WEST E1NEW PAINTED WOOD DOUBLE HUNG WINDOWS TO MATCH HISTORIC PROFILE E2EXISTING FACADE TO BE RETAINED. POINT UP BRICK + PAINT E5CORRECTLY RAISED EXTERIOR AREA TO BE LOWERED TO GRADE E6FACTORY PAINTED ALUMINUM OR CLAD WOOD DOUBLE HUNG WINDOWS WITH INSULATING GLASS E7CORRUGATED METAL PANELS BY O'DONNELL METAL DECK AND BAR JOIST COMPANY. 1-1/4"CORRUGATED GALVANIZED STEEL, FACTORY PAINTED E8PAINTED WOOD TRIM COPING E8APAINTED WOOD TRIM PIECES - 2X2 E8BPAINTED WOOD TRIM PIECES - 2X4 E8CPAINTED WOOD TRIM PIECES - 4X4 E9MODULAR BRICK - GTSW GEORGETOWN MUDBOX SMOOTH TYPE 2 MODULAR CORED; WATSONTOWN BRICK CO. E10PAINTED STEEL CORNICE E11PAINTED STEEL GUARDRAIL E13PAINTED ALUMINUM STOREFRONT WINDOWS E14DARK CHARCOAL COLORED HONED GRANITE BASE E15PRECAST CONCRETE BASE E17PAINTED STEEL + GLASS CANOPY E18PAINTED DECORATIVE STEEL BEAM ELEMENT WITH PULLEY AND CABLE E19PAINTED STEEL LINTELS E24METAL COPING E25METAL AWNING E26CMU E28EXTERIOR LIGHT FIXTURE - SEE ENLARGED RCP's E29RECESSED FACE BRICK, 8'-8" x 5'-9 1/4" E29bRECESSED FACE BRICK, 6'-0" x 5'-9 1/4" E30PAINTED STEEL CHANNEL E31PRECAST CONCRETE SILL AT WINDOW E32PRECAST CONCRETE SILL AT STOREFRONT E33PRECAST CONCRETE SILL AT BRICK INSET E34PRECAST CONCRETE SILL AT JULIET BALCONY KEYNOTES SEE SHEET A804 FOR STOREFRONT & WINDOW ELEVATIONS GLAZING = X# 1 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1ST FLOOR 394.54' 2ND FLOOR 406.54' 3RD FLOOR 416.54' 4TH FLOOR 426.54' 5TH FLOOR 436.54' ROOF 446.54' 1 A205 1 A205 3 A205 3 A205 A308 3 10'-0" 10'-0" 10'-0" 10'-0" 12'-0" A305 2 52'-0" ACCESS LADDER GUTTER 2 A205 2 A205 1HR RATED FLOOR ASSEMBLY 1HR RATED FLOOR ASSEMBLY 3HR RATED FLOOR ASSEMBLY CONSTRUCTION TYPE VA CONSTRUCTION TYPE IA 1 1 1 1 1 1ST FLOOR 394.54' 2ND FLOOR 406.54' 3RD FLOOR 416.54' 4TH FLOOR 426.54' 5TH FLOOR 436.54' ROOF 446.54' 1 A205 1 A205 3 A205 3 A205 10'-0" 10'-0" 10'-0" 10'-0" 12'-0" A304 5 A309 6 ROOF GUTTER ADJACENT STRUCTURE 2 A205 2 A205 CONSTRUCTION TYPE VA CONSTRUCTION TYPE IA 1HR RATED FLOOR ASSEMBLY 1HR RATED FLOOR ASSEMBLY 3HR RATED FLOOR ASSEMBLY 1 1 1 1 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/8" = 1'-0" BUILDING SECTIONS A204 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/8" = 1'-0" 1 BUILDING SECTION 1/8" = 1'-0" 2 BUILDING SECTION 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1ST FLOOR 394.54' 2ND FLOOR 406.54' 3RD FLOOR 416.54' 4TH FLOOR 426.54' 5TH FLOOR 436.54' ROOF 446.54' 1 A204 1 A204 2 A204 2 A204 10'-0" 10'-0" 10'-0" 10'-0" 12'-0" 10'-0" 10'-0" 10'-0" 10'-0" 12'-0" 52'-0" A303 4 A306 2 1HR RATED WALL - BXUV.U348 1HR RATED WALL - BXUV.U906 1HR RATED FLOOR ASSEMBLY 1HR RATED FLOOR ASSEMBLY 3HR RATED FLOOR ASSEMBLY CONSTRUCTION TYPE VA CONSTRUCTION TYPE IA 1 1 1 1 1 1 1 1ST FLOOR 394.54' 2ND FLOOR 406.54' 3RD FLOOR 416.54' 4TH FLOOR 426.54' 5TH FLOOR 436.54' ROOF 446.54' 1 A204 1 A204 2 A204 2 A204 10'-0" 10'-0" 10'-0" 10'-0" 12'-0" 52'-0" A309 5 A307 4 A310 3 A302 2 ADJACENT STRUCTURE ADJACENT STRUCTURE 1HR RATED WALL - BXUV.U906 BXUV.U906 1HR RATED WALL ADJACENT STRUCTURE 1HR RATED FLOOR ASSEMBLY 1HR RATED FLOOR ASSEMBLY 3HR RATED FLOOR ASSEMBLY CONSTRUCTION TYPE VA CONSTRUCTION TYPE IA 1 1 1 1 1 1 1 1ST FLOOR 394.54' 2ND FLOOR 406.54' 1 A204 1 A204 2 A204 2 A204 1 HR RATED WALL BXUV.U906 1 HR RATED WALL BXUV.U906 ADJACENT STRUCTURE ADJACENT STRUCTURE ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/8" = 1'-0" BUILDING SECTIONS A205 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/8" = 1'-0" 1 BUILDING SECTION 1/8" = 1'-0" 3 BUILDING SECTION 1/8" = 1'-0" 2 BUILDING SECTION 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N ISOMETRIC & WALL SECTIONS A301 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 4 SW 3 NW 1 NE 2 SE 2 1 4 3 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET E7 E6 E8C E8C E8C E7 3 A302 2 A302 3 A205 Sim 1ST FLOOR 394.54' 2ND FLOOR 406.54' 3RD FLOOR 416.54' 4TH FLOOR 426.54' 5TH FLOOR 436.54' ROOF 446.54' A501 1 A501 2 A501 3 A504 9 A501 5 Sim 1 HR RATED WALL BXUV.U906 1 HR RATED WALL BXUV.U348 ADJACENT STRUCTURE A506 1 Sim A503 4 A501 5 Sim 1 HR RATED WALL BXUV.U906 1 HR RATED WALL BXUV.U348 A501 9 Sim ADJACENT STRUCTURE A501 1 Sim ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATE DESCRIPTION 1/4" = 1'-0" SOUTH TERRACE ISO A302 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1 3D ISOMETRIC VIEW - EAST RESI TERRACE 1/4" = 1'-0" 3 WALL SECTION KEYNOTES E1 NEW PAINTED WOOD DOUBLE HUNG WINDOWS TO MATCH HISTORIC PROFILE E2 EXISTING FACADE TO BE RETAINED. POINT UP BRICK + PAINT E5 CORRECTLY RAISED EXTERIOR AREA TO BE LOWERED TO GRADE E6 FACTORY PAINTED ALUMINUM OR CLAD WOOD DOUBLE HUNG WINDOWS WITH INSULATING GLASS E7 CORRUGATED METAL PANELS BY O'DONNELL METAL DECK AND BAR JOIST COMPANY. 1-1/4"CORRUGATED GALVANIZED STEEL, FACTORY PAINTED E8 PAINTED WOOD TRIM COPING E8A PAINTED WOOD TRIM PIECES - 2X2 E8B PAINTED WOOD TRIM PIECES - 2X4 E8C PAINTED WOOD TRIM PIECES - 4X4 E9 MODULAR BRICK - GTSW GEORGETOWN MUDBOX SMOOTH TYPE 2 MODULAR CORED; WATSONTOWN BRICK CO. E10 PAINTED STEEL CORNICE E11 PAINTED STEEL GUARDRAIL E13 PAINTED ALUMINUM STOREFRONT WINDOWS E14 DARK CHARCOAL COLORED HONED GRANITE BASE E15 PRECAST CONCRETE BASE E17 PAINTED STEEL + GLASS CANOPY E18 PAINTED DECORATIVE STEEL BEAM ELEMENT WITH PULLEY AND CABLE E19 PAINTED STEEL LINTELS E24 METAL COPING E25 METAL AWNING E26 CMU E28 EXTERIOR LIGHT FIXTURE - SEE ENLARGED RCP's E29 RECESSED FACE BRICK, 8'-8" x 5'-9 1/4" E29b RECESSED FACE BRICK, 6'-0" x 5'-9 1/4" E30 PAINTED STEEL CHANNEL E31 PRECAST CONCRETE SILL AT WINDOW E32 PRECAST CONCRETE SILL AT STOREFRONT E33 PRECAST CONCRETE SILL AT BRICK INSET E34 PRECAST CONCRETE SILL AT JULIET BALCONY 1/4" = 1'-0" 2 WALL SECTION 1 12.23.2020 PERMIT SET 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET E9 E7 E28 E19 E10 A506 2 Sim A502 3 1 HR RATED WALL BXUV.U348 A501 5 Sim A506 2 A504 1 Sim 1 HR RATED WALL BXUV.U348 1ST FLOOR 394.54' 2ND FLOOR 406.54' 3RD FLOOR 416.54' 4TH FLOOR 426.54' 5TH FLOOR 436.54' ROOF 446.54' A501 9 A506 2 Sim A501 5 Sim A504 10 1 1ST FLOOR 394.54' 2ND FLOOR 406.54' 3RD FLOOR 416.54' 4TH FLOOR 426.54' 5TH FLOOR 436.54' ROOF 446.54' 12'-0"10'-0"10'-0"10'-0"10'-0" 52'-0" ADJACENT STRUCTURE A501 7 A501 8 A501 5 Sim A501 5 Sim A509 4 1 HR RATED WALL BXUV.U906 1 HR RATED WALL BXUV.U348 2 A303 3 A303 4 A303 1 A205 Sim 2 A304 5 A303 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATE DESCRIPTION N 1/4" = 1'-0" ISOMETRIC & WALL SECTIONS A303 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1 3D ISOMETRIC VIEW - EAST 1/4" = 1'-0" 2 WALL SECTION 1/4" = 1'-0" 3 WALL SECTION 1/4" = 1'-0" 4 WALL SECTION 1/4" = 1'-0" 5 WALL SECTION KEYNOTES E1 NEW PAINTED WOOD DOUBLE HUNG WINDOWS TO MATCH HISTORIC PROFILE E2 EXISTING FACADE TO BE RETAINED. POINT UP BRICK + PAINT E5 CORRECTLY RAISED EXTERIOR AREA TO BE LOWERED TO GRADE E6 FACTORY PAINTED ALUMINUM OR CLAD WOOD DOUBLE HUNG WINDOWS WITH INSULATING GLASS E7 CORRUGATED METAL PANELS BY O'DONNELL METAL DECK AND BAR JOIST COMPANY. 1-1/4"CORRUGATED GALVANIZED STEEL, FACTORY PAINTED E8 PAINTED WOOD TRIM COPING E8A PAINTED WOOD TRIM PIECES - 2X2 E8B PAINTED WOOD TRIM PIECES - 2X4 E8C PAINTED WOOD TRIM PIECES - 4X4 E9 MODULAR BRICK - GTSW GEORGETOWN MUDBOX SMOOTH TYPE 2 MODULAR CORED; WATSONTOWN BRICK CO. E10 PAINTED STEEL CORNICE E11 PAINTED STEEL GUARDRAIL E13 PAINTED ALUMINUM STOREFRONT WINDOWS E14 DARK CHARCOAL COLORED HONED GRANITE BASE E15 PRECAST CONCRETE BASE E17 PAINTED STEEL + GLASS CANOPY E18 PAINTED DECORATIVE STEEL BEAM ELEMENT WITH PULLEY AND CABLE E19 PAINTED STEEL LINTELS E24 METAL COPING E25 METAL AWNING E26 CMU E28 EXTERIOR LIGHT FIXTURE - SEE ENLARGED RCP's E29 RECESSED FACE BRICK, 8'-8" x 5'-9 1/4" E29b RECESSED FACE BRICK, 6'-0" x 5'-9 1/4" E30 PAINTED STEEL CHANNEL E31 PRECAST CONCRETE SILL AT WINDOW E32 PRECAST CONCRETE SILL AT STOREFRONT E33 PRECAST CONCRETE SILL AT BRICK INSET E34 PRECAST CONCRETE SILL AT JULIET BALCONY 1 12.23.2020 PERMIT SET 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET E9 E7 E7 E10 E9 E14 E14 E14 E28 E19 E19 E6 2 A304 3 A304 4 A304 7 A304 6 A3046 A304 5 A304 2 A204 Sim A501 5 Sim A501 4 Sim A509 3 Sim A502 4 Sim A504 8 Sim A509 3 A501 4 A501 5 Sim A502 1 Sim A502 6 A509 1 A501 5 5'-10 1/2" A502 2b A502 1 A504 8 A509 2 A501 5 Sim A502 4 A511 4 A501 5 Sim A506 1 A511 5 1ST FLOOR 394.54' 2ND FLOOR 406.54' 3RD FLOOR 416.54' 4TH FLOOR 426.54' 5TH FLOOR 436.54' ROOF 446.54' A506 1 Sim A504 8 Sim A502 4 Sim A501 5 Sim ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATE DESCRIPTION N 1/4" = 1'-0" ISOMETRIC & WALL SECTIONS A304 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1 3D ISOMETRIC VIEW - SOUTH FACADE EAST 1/4" = 1'-0" 2 WALL SECTION 1/4" = 1'-0" 3 WALL SECTION 1/4" = 1'-0" 4 WALL SECTION 1/4" = 1'-0" 7 WALL SECTION KEYNOTES E1 NEW PAINTED WOOD DOUBLE HUNG WINDOWS TO MATCH HISTORIC PROFILE E2 EXISTING FACADE TO BE RETAINED. POINT UP BRICK + PAINT E5 CORRECTLY RAISED EXTERIOR AREA TO BE LOWERED TO GRADE E6 FACTORY PAINTED ALUMINUM OR CLAD WOOD DOUBLE HUNG WINDOWS WITH INSULATING GLASS E7 CORRUGATED METAL PANELS BY O'DONNELL METAL DECK AND BAR JOIST COMPANY. 1-1/4"CORRUGATED GALVANIZED STEEL, FACTORY PAINTED E8 PAINTED WOOD TRIM COPING E8A PAINTED WOOD TRIM PIECES - 2X2 E8B PAINTED WOOD TRIM PIECES - 2X4 E8C PAINTED WOOD TRIM PIECES - 4X4 E9 MODULAR BRICK - GTSW GEORGETOWN MUDBOX SMOOTH TYPE 2 MODULAR CORED; WATSONTOWN BRICK CO. E10 PAINTED STEEL CORNICE E11 PAINTED STEEL GUARDRAIL E13 PAINTED ALUMINUM STOREFRONT WINDOWS E14 DARK CHARCOAL COLORED HONED GRANITE BASE E15 PRECAST CONCRETE BASE E17 PAINTED STEEL + GLASS CANOPY E18 PAINTED DECORATIVE STEEL BEAM ELEMENT WITH PULLEY AND CABLE E19 PAINTED STEEL LINTELS E24 METAL COPING E25 METAL AWNING E26 CMU E28 EXTERIOR LIGHT FIXTURE - SEE ENLARGED RCP's E29 RECESSED FACE BRICK, 8'-8" x 5'-9 1/4" E29b RECESSED FACE BRICK, 6'-0" x 5'-9 1/4" E30 PAINTED STEEL CHANNEL E31 PRECAST CONCRETE SILL AT WINDOW E32 PRECAST CONCRETE SILL AT STOREFRONT E33 PRECAST CONCRETE SILL AT BRICK INSET E34 PRECAST CONCRETE SILL AT JULIET BALCONY 1/4" = 1'-0" 6 WALL SECTION 1/4" = 1'-0" 5 WALL SECTION 1 12.23.2020 PERMIT SET 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET 10'-5 1/8"3 7/8"1'-3" 12'-0" 10'-9" A501 5 Sim A502 1 Sim A505 1 A505 5 6'-9 5/8" A505 6 E17 E18 E8B E8C E7 E7 E8A E8A E10 E8C A501 5 Sim A508 2 Sim A507 4 A507 5 A507 1 Sim 1 3 A305 4 A305 2 A305 1 A204 Sim 1ST FLOOR 394.54' 2ND FLOOR 406.54' 3RD FLOOR 416.54' 4TH FLOOR 426.54' 5TH FLOOR 436.54' ROOF 446.54' A504 7 A502 5 A506 3 Sim A501 4 Sim A501 5 Sim 1ST FLOOR 394.54' 1'-2"8"6" 4'-0" INTERCOM PANEL CARD READER DOOR ACTUATOR 1'-6 1/2" PRECAST CONCRETE BASE PANEL ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N As indicated ISOMETRIC & WALL SECTIONS A305 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 3 WALL SECTION KEYNOTES E1NEW PAINTED WOOD DOUBLE HUNG WINDOWS TO MATCH HISTORIC PROFILE E2EXISTING FACADE TO BE RETAINED. POINT UP BRICK + PAINT E5CORRECTLY RAISED EXTERIOR AREA TO BE LOWERED TO GRADE E6FACTORY PAINTED ALUMINUM OR CLAD WOOD DOUBLE HUNG WINDOWS WITH INSULATING GLASS E7CORRUGATED METAL PANELS BY O'DONNELL METAL DECK AND BAR JOIST COMPANY. 1-1/4"CORRUGATED GALVANIZED STEEL, FACTORY PAINTED E8PAINTED WOOD TRIM COPING E8APAINTED WOOD TRIM PIECES - 2X2 E8BPAINTED WOOD TRIM PIECES - 2X4 E8CPAINTED WOOD TRIM PIECES - 4X4 E9MODULAR BRICK - GTSW GEORGETOWN MUDBOX SMOOTH TYPE 2 MODULAR CORED; WATSONTOWN BRICK CO. E10PAINTED STEEL CORNICE E11PAINTED STEEL GUARDRAIL E13PAINTED ALUMINUM STOREFRONT WINDOWS E14DARK CHARCOAL COLORED HONED GRANITE BASE E15PRECAST CONCRETE BASE E17PAINTED STEEL + GLASS CANOPY E18PAINTED DECORATIVE STEEL BEAM ELEMENT WITH PULLEY AND CABLE E19PAINTED STEEL LINTELS E24METAL COPING E25METAL AWNING E26CMU E28EXTERIOR LIGHT FIXTURE - SEE ENLARGED RCP's E29RECESSED FACE BRICK, 8'-8" x 5'-9 1/4" E29bRECESSED FACE BRICK, 6'-0" x 5'-9 1/4" E30PAINTED STEEL CHANNEL E31PRECAST CONCRETE SILL AT WINDOW E32PRECAST CONCRETE SILL AT STOREFRONT E33PRECAST CONCRETE SILL AT BRICK INSET E34PRECAST CONCRETE SILL AT JULIET BALCONY 1 3D ISOMETRIC VIEW -SOUTH FACADE WEST MAMAGOOSE 1/4" = 1'-0" 4 WALL SECTION 1/4" = 1'-0" 2 WALL SECTION 1 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 3/4" = 1'-0" 5 ELEVATION @ BUILDING ENTRANCE 1 E7 E7 E6 E11 E2 E8B E8C E8C E28 E28 3 A307 2 A306 1 A205 Sim 2 A306 1ST FLOOR 394.54' 2ND FLOOR 406.54' LBLA 4 A306 1ST FLOOR 394.54' 2ND FLOOR 406.54' 3RD FLOOR 416.54' 4TH FLOOR 426.54' 5TH FLOOR 436.54' ROOF 446.54' A508 4 A501 5 Sim A503 7 A503 2 A506 1 Sim 1 HR RATED WALL BXUV.U348 1ST FLOOR 394.54' 2ND FLOOR 406.54' 3RD FLOOR 416.54' 4TH FLOOR 426.54' 5TH FLOOR 436.54' ROOF 446.54' A507 3 A508 2 EXISTING MASONRY WALL A507 2 A507 1 Sim A501 5 Sim 1ST FLOOR 394.54' 2ND FLOOR 406.54' 3RD FLOOR 416.54' 4TH FLOOR 426.54' 5TH FLOOR 436.54' ROOF 446.54' A508 1 EXISTING MASONRY WALL A507 1 A507 6 A507 7 A501 5 Sim ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" ISOMETRIC & WALL SECTIONS ALLEY A306 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1 3D ISOMETRIC VIEW -WEST (ALLEY) 1/4" = 1'-0" 6 NORTH ELEVATION -NORTH ALLEY 1/4" = 1'-0" 4 WALL SECTION KEYNOTES E1NEW PAINTED WOOD DOUBLE HUNG WINDOWS TO MATCH HISTORIC PROFILE E2EXISTING FACADE TO BE RETAINED. POINT UP BRICK + PAINT E5CORRECTLY RAISED EXTERIOR AREA TO BE LOWERED TO GRADE E6FACTORY PAINTED ALUMINUM OR CLAD WOOD DOUBLE HUNG WINDOWS WITH INSULATING GLASS E7CORRUGATED METAL PANELS BY O'DONNELL METAL DECK AND BAR JOIST COMPANY. 1-1/4"CORRUGATED GALVANIZED STEEL, FACTORY PAINTED E8PAINTED WOOD TRIM COPING E8APAINTED WOOD TRIM PIECES - 2X2 E8BPAINTED WOOD TRIM PIECES - 2X4 E8CPAINTED WOOD TRIM PIECES - 4X4 E9MODULAR BRICK - GTSW GEORGETOWN MUDBOX SMOOTH TYPE 2 MODULAR CORED; WATSONTOWN BRICK CO. E10PAINTED STEEL CORNICE E11PAINTED STEEL GUARDRAIL E13PAINTED ALUMINUM STOREFRONT WINDOWS E14DARK CHARCOAL COLORED HONED GRANITE BASE E15PRECAST CONCRETE BASE E17PAINTED STEEL + GLASS CANOPY E18PAINTED DECORATIVE STEEL BEAM ELEMENT WITH PULLEY AND CABLE E19PAINTED STEEL LINTELS E24METAL COPING E25METAL AWNING E26CMU E28EXTERIOR LIGHT FIXTURE - SEE ENLARGED RCP's E29RECESSED FACE BRICK, 8'-8" x 5'-9 1/4" E29bRECESSED FACE BRICK, 6'-0" x 5'-9 1/4" E30PAINTED STEEL CHANNEL E31PRECAST CONCRETE SILL AT WINDOW E32PRECAST CONCRETE SILL AT STOREFRONT E33PRECAST CONCRETE SILL AT BRICK INSET E34PRECAST CONCRETE SILL AT JULIET BALCONY 1/4" = 1'-0" 2 WALL SECTION 1/4" = 1'-0" 3 WALL SECTION 1 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET E7 E8C E8C E8C E8C E8B E28 E7 4 A307 3 A205 Sim 2 A307 3 A307 1ST FLOOR 394.54' 2ND FLOOR 406.54' 3RD FLOOR 416.54' 4TH FLOOR 426.54' 5TH FLOOR 436.54' ROOF 446.54' ADJACENT STRUCTURE A501 5 Sim A506 5 A503 6 A504 4 1 HR RATED WALL BXUV.U906 1 HR RATED WALL BXUV.U348 A501 5 Sim A509 2 Sim A503 8 A503 7 Sim A503 2 Sim 1 HR RATED WALL BXUV.U348 1 HR RATED WALL BXUV.U348 A501 5 Sim A509 2 Sim A503 8 Sim A503 5 1 HR RATED WALL BXUV.U348 1 HR RATED WALL BXUV.U348 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" ISOMETRIC & WALL SECTIONS ALLEY GARAGE A307 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1 3D ISOMETRIC VIEW -WEST GARAGE 1/4" = 1'-0" 4 WALL SECTION KEYNOTES E1NEW PAINTED WOOD DOUBLE HUNG WINDOWS TO MATCH HISTORIC PROFILE E2EXISTING FACADE TO BE RETAINED. POINT UP BRICK + PAINT E5CORRECTLY RAISED EXTERIOR AREA TO BE LOWERED TO GRADE E6FACTORY PAINTED ALUMINUM OR CLAD WOOD DOUBLE HUNG WINDOWS WITH INSULATING GLASS E7CORRUGATED METAL PANELS BY O'DONNELL METAL DECK AND BAR JOIST COMPANY. 1-1/4"CORRUGATED GALVANIZED STEEL, FACTORY PAINTED E8PAINTED WOOD TRIM COPING E8APAINTED WOOD TRIM PIECES - 2X2 E8BPAINTED WOOD TRIM PIECES - 2X4 E8CPAINTED WOOD TRIM PIECES - 4X4 E9MODULAR BRICK - GTSW GEORGETOWN MUDBOX SMOOTH TYPE 2 MODULAR CORED; WATSONTOWN BRICK CO. E10PAINTED STEEL CORNICE E11PAINTED STEEL GUARDRAIL E13PAINTED ALUMINUM STOREFRONT WINDOWS E14DARK CHARCOAL COLORED HONED GRANITE BASE E15PRECAST CONCRETE BASE E17PAINTED STEEL + GLASS CANOPY E18PAINTED DECORATIVE STEEL BEAM ELEMENT WITH PULLEY AND CABLE E19PAINTED STEEL LINTELS E24METAL COPING E25METAL AWNING E26CMU E28EXTERIOR LIGHT FIXTURE - SEE ENLARGED RCP's E29RECESSED FACE BRICK, 8'-8" x 5'-9 1/4" E29bRECESSED FACE BRICK, 6'-0" x 5'-9 1/4" E30PAINTED STEEL CHANNEL E31PRECAST CONCRETE SILL AT WINDOW E32PRECAST CONCRETE SILL AT STOREFRONT E33PRECAST CONCRETE SILL AT BRICK INSET E34PRECAST CONCRETE SILL AT JULIET BALCONY 1/4" = 1'-0" 3 WALL SECTION 1/4" = 1'-0" 2 WALL SECTION 1 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET E9 E19 E11 E7 E19 E7 E6 A501 5 Sim A506 6 Sim A506 10 Sim A509 3 Sim A503 3 A506 11 Sim A508 3 A501 5 Sim A506 4 1 HR RATED WALL BXUV.U348 A506 8 Sim A506 11 A501 6 A506 10 A506 3 3 A308 2 A308 4 A308 1 A204 Sim 1ST FLOOR 394.54' 2ND FLOOR 406.54' 3RD FLOOR 416.54' 4TH FLOOR 426.54' 5TH FLOOR 436.54' ROOF 446.54' A501 5 Sim A506 2 Sim A506 7 1 HR RATED WALL BXUV.U348 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" ISOMETRIC & WALL SECTIONS GARAGE EAST A308 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1 3D ISOMETRIC VIEW -NORTH 1/4" = 1'-0" 2 WALL SECTION 1/4" = 1'-0" 4 WALL SECTION 1/4" = 1'-0" 3 WALL SECTION E1NEW PAINTED WOOD DOUBLE HUNG WINDOWS TO MATCH HISTORIC PROFILE E2EXISTING FACADE TO BE RETAINED. POINT UP BRICK + PAINT E5CORRECTLY RAISED EXTERIOR AREA TO BE LOWERED TO GRADE E6FACTORY PAINTED ALUMINUM OR CLAD WOOD DOUBLE HUNG WINDOWS WITH INSULATING GLASS E7CORRUGATED METAL PANELS BY O'DONNELL METAL DECK AND BAR JOIST COMPANY. 1-1/4"CORRUGATED GALVANIZED STEEL, FACTORY PAINTED E8PAINTED WOOD TRIM COPING E8APAINTED WOOD TRIM PIECES - 2X2 E8BPAINTED WOOD TRIM PIECES - 2X4 E8CPAINTED WOOD TRIM PIECES - 4X4 E9MODULAR BRICK - GTSW GEORGETOWN MUDBOX SMOOTH TYPE 2 MODULAR CORED; WATSONTOWN BRICK CO. E10PAINTED STEEL CORNICE E11PAINTED STEEL GUARDRAIL E13PAINTED ALUMINUM STOREFRONT WINDOWS E14DARK CHARCOAL COLORED HONED GRANITE BASE E15PRECAST CONCRETE BASE E17PAINTED STEEL + GLASS CANOPY E18PAINTED DECORATIVE STEEL BEAM ELEMENT WITH PULLEY AND CABLE E19PAINTED STEEL LINTELS E24METAL COPING E25METAL AWNING E26CMU E28EXTERIOR LIGHT FIXTURE - SEE ENLARGED RCP's E29RECESSED FACE BRICK, 8'-8" x 5'-9 1/4" E29bRECESSED FACE BRICK, 6'-0" x 5'-9 1/4" E30PAINTED STEEL CHANNEL E31PRECAST CONCRETE SILL AT WINDOW E32PRECAST CONCRETE SILL AT STOREFRONT E33PRECAST CONCRETE SILL AT BRICK INSET E34PRECAST CONCRETE SILL AT JULIET BALCONY KEYNOTES KEYNOTES 1/4" = 1'-0" 5 WALL SECTION 1 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET E7 E7 A501 5 Sim A509 2 Sim A501 3 Sim 4 A309 3 A309 3 A309 3 A205 Sim 2 A309 6 A309 2 A204 Sim A504 4 Sim A504 5 A504 6 A506 2 Sim A501 5 Sim A503 1 1 HR RATED WALL BXUV.U906 1 HR RATED WALL BXUV.U348 A508 4 Sim A501 5 Sim A501 3 Sim 1ST FLOOR 394.54' 2ND FLOOR 406.54' 3RD FLOOR 416.54' 4TH FLOOR 426.54' 5TH FLOOR 436.54' ROOF 446.54' 10'-0" 10'-0" 10'-0" 10'-0" 12'-0" A501 5 Sim A509 2 Sim A501 3 Sim ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" ISOMETRIC & WALL SECTIONS A309 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1 3D ISOMETRIC VIEW -NORTH GARAGE COURTYARD 1/4" = 1'-0" 5 WALL SECTION KEYNOTES E1NEW PAINTED WOOD DOUBLE HUNG WINDOWS TO MATCH HISTORIC PROFILE E2EXISTING FACADE TO BE RETAINED. POINT UP BRICK + PAINT E5CORRECTLY RAISED EXTERIOR AREA TO BE LOWERED TO GRADE E6FACTORY PAINTED ALUMINUM OR CLAD WOOD DOUBLE HUNG WINDOWS WITH INSULATING GLASS E7CORRUGATED METAL PANELS BY O'DONNELL METAL DECK AND BAR JOIST COMPANY. 1-1/4"CORRUGATED GALVANIZED STEEL, FACTORY PAINTED E8PAINTED WOOD TRIM COPING E8APAINTED WOOD TRIM PIECES - 2X2 E8BPAINTED WOOD TRIM PIECES - 2X4 E8CPAINTED WOOD TRIM PIECES - 4X4 E9MODULAR BRICK - GTSW GEORGETOWN MUDBOX SMOOTH TYPE 2 MODULAR CORED; WATSONTOWN BRICK CO. E10PAINTED STEEL CORNICE E11PAINTED STEEL GUARDRAIL E13PAINTED ALUMINUM STOREFRONT WINDOWS E14DARK CHARCOAL COLORED HONED GRANITE BASE E15PRECAST CONCRETE BASE E17PAINTED STEEL + GLASS CANOPY E18PAINTED DECORATIVE STEEL BEAM ELEMENT WITH PULLEY AND CABLE E19PAINTED STEEL LINTELS E24METAL COPING E25METAL AWNING E26CMU E28EXTERIOR LIGHT FIXTURE - SEE ENLARGED RCP's E29RECESSED FACE BRICK, 8'-8" x 5'-9 1/4" E29bRECESSED FACE BRICK, 6'-0" x 5'-9 1/4" E30PAINTED STEEL CHANNEL E31PRECAST CONCRETE SILL AT WINDOW E32PRECAST CONCRETE SILL AT STOREFRONT E33PRECAST CONCRETE SILL AT BRICK INSET E34PRECAST CONCRETE SILL AT JULIET BALCONY 1/4" = 1'-0" 2 WALL SECTION 1/4" = 1'-0" 3 WALL SECTION 1/4" = 1'-0" 4 WALL SECTION 1/4" = 1'-0" 6 WALL SECTION 1 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET A501 5 Sim A509 2 Sim A501 3 Sim 2 A311 3 A205 Sim 2 A310 2ND FLOOR 406.54' 3RD FLOOR 416.54' 4TH FLOOR 426.54' 5TH FLOOR 436.54' ROOF 446.54' 10'-0" 10'-0" 10'-0" 10'-0" 41'-3 1/2" A504 1 Sim A506 1 Sim A501 5 Sim ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" ISOMETRIC & WALL SECTIONS A310 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 2 WALL SECTION KEYNOTES E1NEW PAINTED WOOD DOUBLE HUNG WINDOWS TO MATCH HISTORIC PROFILE E2EXISTING FACADE TO BE RETAINED. POINT UP BRICK + PAINT E5CORRECTLY RAISED EXTERIOR AREA TO BE LOWERED TO GRADE E6FACTORY PAINTED ALUMINUM OR CLAD WOOD DOUBLE HUNG WINDOWS WITH INSULATING GLASS E7CORRUGATED METAL PANELS BY O'DONNELL METAL DECK AND BAR JOIST COMPANY. 1-1/4"CORRUGATED GALVANIZED STEEL, FACTORY PAINTED E8PAINTED WOOD TRIM COPING E8APAINTED WOOD TRIM PIECES - 2X2 E8BPAINTED WOOD TRIM PIECES - 2X4 E8CPAINTED WOOD TRIM PIECES - 4X4 E9MODULAR BRICK - GTSW GEORGETOWN MUDBOX SMOOTH TYPE 2 MODULAR CORED; WATSONTOWN BRICK CO. E10PAINTED STEEL CORNICE E11PAINTED STEEL GUARDRAIL E13PAINTED ALUMINUM STOREFRONT WINDOWS E14DARK CHARCOAL COLORED HONED GRANITE BASE E15PRECAST CONCRETE BASE E17PAINTED STEEL + GLASS CANOPY E18PAINTED DECORATIVE STEEL BEAM ELEMENT WITH PULLEY AND CABLE E19PAINTED STEEL LINTELS E24METAL COPING E25METAL AWNING E26CMU E28EXTERIOR LIGHT FIXTURE - SEE ENLARGED RCP's E29RECESSED FACE BRICK, 8'-8" x 5'-9 1/4" E29bRECESSED FACE BRICK, 6'-0" x 5'-9 1/4" E30PAINTED STEEL CHANNEL E31PRECAST CONCRETE SILL AT WINDOW E32PRECAST CONCRETE SILL AT STOREFRONT E33PRECAST CONCRETE SILL AT BRICK INSET E34PRECAST CONCRETE SILL AT JULIET BALCONY 1 3D ISOMETRIC VIEW -INNER COURTYARD 1/4" = 1'-0" 3 WALL SECTION 1 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET E8C E28 E7 E6 E26 E11 E6 1ST FLOOR 394.54' 2ND FLOOR 406.54' 3RD FLOOR 416.54' 4TH FLOOR 426.54' 5TH FLOOR 436.54' ROOF 446.54' 10'-0" 10'-0" 10'-0" 10'-0" 12'-0" 53'-3 1/2" A501 1 Sim A504 3 Sim A504 6 Sim A504 5 Sim A504 2 2 A311 3 A311 A501 5 Sim A509 2 Sim A501 3 Sim A501 1 Sim A504 3 ADJACENT STRUCTURE 1 HR RATED WALL BXUV.U906 1 HR RATED WALL BXUV.U348 2" RIGID INSULATION 3'-0" MIN. RIGID POLYISO INSULATION PANELS IN SUSPENDED CEILING GRID 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" ISOMETRIC & WALL SECTIONS A311 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT KEYNOTES E1NEW PAINTED WOOD DOUBLE HUNG WINDOWS TO MATCH HISTORIC PROFILE E2EXISTING FACADE TO BE RETAINED. POINT UP BRICK + PAINT E5CORRECTLY RAISED EXTERIOR AREA TO BE LOWERED TO GRADE E6FACTORY PAINTED ALUMINUM OR CLAD WOOD DOUBLE HUNG WINDOWS WITH INSULATING GLASS E7CORRUGATED METAL PANELS BY O'DONNELL METAL DECK AND BAR JOIST COMPANY. 1-1/4"CORRUGATED GALVANIZED STEEL, FACTORY PAINTED E8PAINTED WOOD TRIM COPING E8APAINTED WOOD TRIM PIECES - 2X2 E8BPAINTED WOOD TRIM PIECES - 2X4 E8CPAINTED WOOD TRIM PIECES - 4X4 E9MODULAR BRICK - GTSW GEORGETOWN MUDBOX SMOOTH TYPE 2 MODULAR CORED; WATSONTOWN BRICK CO. E10PAINTED STEEL CORNICE E11PAINTED STEEL GUARDRAIL E13PAINTED ALUMINUM STOREFRONT WINDOWS E14DARK CHARCOAL COLORED HONED GRANITE BASE E15PRECAST CONCRETE BASE E17PAINTED STEEL + GLASS CANOPY E18PAINTED DECORATIVE STEEL BEAM ELEMENT WITH PULLEY AND CABLE E19PAINTED STEEL LINTELS E24METAL COPING E25METAL AWNING E26CMU E28EXTERIOR LIGHT FIXTURE - SEE ENLARGED RCP's E29RECESSED FACE BRICK, 8'-8" x 5'-9 1/4" E29bRECESSED FACE BRICK, 6'-0" x 5'-9 1/4" E30PAINTED STEEL CHANNEL E31PRECAST CONCRETE SILL AT WINDOW E32PRECAST CONCRETE SILL AT STOREFRONT E33PRECAST CONCRETE SILL AT BRICK INSET E34PRECAST CONCRETE SILL AT JULIET BALCONY 1 3D ISOMETRIC VIEW -NORTH UNIT TERRACE 1/4" = 1'-0" 2 WALL SECTION 1/4" = 1'-0" 3 WALL SECTION 1 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 8 A427 L8 LE 7 A427 L10 L12.1 LB LALD L13.2 L14.1 L15 L9 LF L12.2 /1A402 /1A404 LG.1 6 A427 WATER SERVICE ROOM 105 LEASING OFFICE 104 MAIL ROOM 103 PACKAGE ROOM 102 LOBBY 101 YOGA STUDIO 109 PET RELIEF AREA 111 BICYCLE ROOM 115 RESTROOM 112 RESTROOM 113 TRASH ROOM 116 CENTRAL STAIR ELEV 1 ELEV 2 ELEVATOR LOBBY 106 EXIT CORRIDOR 114 027 B 116A 023 A 113 023 A 112 PET SPA 110 022 A 110 025 A 115A 020 A 111 014 A 102B 014 A 102A 018 A 107B 012 G 100A G013 100B 024 B 114 9 A427 SEE ID DRAWINGS SEE ID DRAWINGS L14.2 L13.1 2 A307 3 A307 3 A305 021 C 109 015 C 108 017 107A 019 107C 11A 11D 19B 18C 19C 18C 18B 18B 18B 18C 18C 18B L11 L16 4 A306 4 A305 7 7 7 LG.2 3 A306 LC S-15 S-16 S-17 S19 026 A 115B 011 A 116B 037 A 127 016 A 105 015 F 104 FITNESS CENTER 108 RESIDENT LOUNGE 107 P5 P6 P9 A510 6 A510 7 TYP. TYP. 2'-9 5/8"11'-0 3/8" . 17'-6 1/8" 4'-4" . 13'-0" . 4'-5 1/2" . 9'-1 1/2" 8'-8 1/8" 6'-11".9'-4". 7'-10 5/8". A511 3 12'-7 7/8" 3'-1 1/4" 3'-0 5/8"23'-6 1/4".6'-8 1/4". 1'-7 1/2" 9'-2 1/2" 15'-9 3/4"3'-9 3/8"9'-4 3/8"4'-11 5/8"12'-7 1/4"1'-3 1/2"3'-3 7/8"2'-10 5/8"12'-0 1/2"4'-3 1/2" 23'-0 1/2"25'-11 7/8"23'-6"25'-6 3/4"10 3/8" 23'-0 1/2"25'-11 7/8"23'-6" 1B 1B 1D 18B 5 A100.1 A511 2 A511 1 1 ? 1D 1 5 A305 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" 1ST FLOOR WEST ENLARGED PLAN A401 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT PLAN KEYNOTES P1STANDBY GENERATOR P2CONCRETE FILLED STEEL BOLLARD(S), SEE DETAIL X/A500 P3ACCESS VEHICLE CONTROL BARRIER GATE, LIFTMASTER MAT W/ 10FT ARM P4STORAGE LOCKERS P5TRASH COMPACTOR, MINI-MAC MODEL BY MARATHON 5A P6TRASH COMPACTOR TRASH BIN, MINI MAC MODEL BY MARATHON 5A P7FDC CONNECTION, SEE FIRE PROTECTION DWGS P8PATIO, CONCRETE PLINTH W/ PLANTERS & PRECAST CONCRETE BENCHES, SEE LANDSCAPE DRWGS P9WOOD SLAT FENCE P10PAINTED STEEL + GLASS CANOPY P11RECYCLING CHUTE WITH 15% PADDED OFFSET @ BOTTOM BY CHUTES INTERNATIONAL P12RECESSED FIRE EXTINGUISHER CABINET W/GLASS DOOR P13REAR DRAIN TOILET, Units 211-216 only P14CUSTOM MILLWORK RECESSED SHELF AT TYPE 5C BATHROOMS ONLY, SEE SHEET 5B/A602 P15FACTORY PAINTED ALUMINUM SUN SCREEN LOUVERS P16ROOF DECK DRAIN, SEE PLUMBING DRWGS P17PAINTED STEEL GUARDRAIL P18GENERATOR EXHAUST SHAFT, SEE MECH. DWGS P19MIN. 24" WIDE ALUM. OR GALV. STL. LADDER (U200 BY UPNOVR OR SIMILAR) P20SURFACE MOUNTED FIRE EXTINGUISHER CABINET W/ GLASS DOOR P21INTERIOR WINDOW, SEE WINDOW SCHEDULE P22ALL COLUMNS TO BE 3HR FIRE RATED SEE DETAILS ON SHEET A510 P23MANIFOLD/WATER METER WALL-MOUNTED 30"x30" PTD ACCESS PANEL, FRAMELESS, BOTTOM SILL MOUNTED AT 9" A.F.F. IN ALL BATHROOMS (BEHIND DOOR SWING), HALLWAYS (CENTERED ON WALL) AND CLOSET (AT CORNER) LOCATIONS. TYPICAL UNITS SHOWN AT 2ND FLOOR ENLARGED PLAN. ANY CONFLICTS TO BE COORDINATED WITH ARCHITECT. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 SD SD SD SD SD OS SD SD SD SD OS SD OSOS OS OS SDOS OS OS OS SD OS SD OS PS SD /1A402_R /1A404_R CENTRAL STAIR ELEV 1 ELEV 2 YOGA STUDIO 109 PET SPA 110 RESIDENT LOUNGE 107 PET RELIEF AREA 111 WATER SERVICE ROOM 105 LEASING OFFICE 104 PACKAGE ROOM 102 EXIT CORRIDOR 114 RESTROOM 113 RESTROOM 112 BICYCLE ROOM 115 MAIL ROOM 103 ELEVATOR LOBBY 106 LOBBY 101 TRASH ROOM 116 SEE ELEC. & MECH. DWGS SEE ID401_R SEE ID401_R SEE ID401_R SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS SEE ID401_R SEE ID401_R FITNESS CENTER 108 SEE ELEC. & MECH. DWGS E1E1E1 E1 E1 E1E1 E1 E3 E3 SEE ELEC. & MECH. DWGS PARKING 126 E1 VESTIBULE 100 E3E3 EXPOSED CONCRETE CEILING SLAB 1/2" GYPSUM BOARD CEILING, PTD; HT 8'-2" AFF 1/2" GYPSUM BOARD CEILING, PTD; HT 9'-0" AFF 1/2" GYPSUM BOARD CEILING, PTD; HT 8'-6" AFF 1/2" GYPSUM BOARD CEILING, PTD; HT 10'-0" AFF WOOD SLAT (OR FINISH) CEILING; SECURILY ATTACHED TO GWB; SEE ID-ELEVATIONS 1. SEE INTERIOR ELEVATIONS AND DETAILS FOR ADDITIONAL INFORMATION. 2. ALL SPRINKLER HEADS IN AMENITY SPACES TO BE CONCEALED. CONFIRM ALL LOCATIONS AND FINISHES W/ INTERIOR DESIGNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 3. ALL SLOT DIFFUSER IN AMENITY SPACES TO BE MUD-IN TYPE UNLESS NOTED OTHERWISE. COORDINATE LENGTHS AND LOCATIONS AS INDICATED IN THESE RCPS. VERIFY LENGTHS IN FIELD TO MEET DESIGN INTENT PRIOR TO INSTALLATION. 4. ALL CONDUIT FOR CEILING MOUNTED FIXTURES OR DEVICES IN AREAS WITH EXPOSED CONCRETE CEILINGS SHALL BE CAST IN CONCRETE SLAB FOR CONCEALMENT. CONDUIT FOR FLOOR MOUNTED POWER, PHONE AND DATA RECEPTACLES SHALL BE CAST IN SLAB. 5. PROVIDE CONTROL JOINTS IN SUSPENDED GYPSUM BOARD CEILING AS SHOWN AND/OR AS REQ'D BY CEILING CONSTRUCTION. LOCATIONS SHALL BE SUBMITTED FOR REVIEW & APPROVAL BY INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. ALIGN WALL & CEILING CONTROL JOINTS, TYPICAL. 6. CONTRACTOR SHALL PROVIDE ACCESS PANELS (MUD-IN TYPE) IN SUSPENDED GYP BOARD CEILING OR AS SHOWN ON ID, ARCH & MEP DRAWINGS AND/OR AS REQ'D TO SERVICE MEP/FP SYSTEMS & EQUIPMENT. LOCATIONS IN AMENITY SPACES CURRENTLY NOT SHOWN ON ID DRAWINGS SHALL BE SUBMITTED FOR REVIEW & APPROVAL BY INTERIOR DESIGNER, ARCHITECT & OWNER PRIOR TO INSTALLATION. 7. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS, ETC. FOR ALL CEILING MOUNTED ACCESS PANELS, CEILING TRIM, LIGHT FIXTURES, WINDOW TREATMENTS & OTHER EQUIPMENT OR DEVICES AS REQ'D. 8. REFER TO ID DRAWINGS FOR LIGHT FIXTURE LOCATIONS. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPE, SWITCHING & LAMPING. ANY POSSIBLE DISCREPANCIES W/ ID DWGS TO BE COORDINATED AND CONFIRMED W/ INTERIOR DESIGNER PRIOR TO INSTALLATION. 9. REFER TO INTERIOR DRAWINGS FOR ADD'L CEILING FINISH INFORMATION. 10. INSTALL ALL INSULATION PER MANUFACTURER'S INSTRUCTIONS. CONTRACTOR TO HAVE INSTRUCTIONS AVAILABLE FOR INSPECTION. 11. FOR ALL PENDANTS IN AMENITY SPACES, CONFIRM FINAL HEIGHTS W/ INTERIOR DESIGNER AND OWNER IN FIELD PRIOR TO INSTALLATION. 12. ALL CAMERA LOCATIONS AND FINISHES TO BE COORDINATED AND CONFIRMED W/ INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 13. ALL AV DEVICE LOCATIONS AND FINISHES TO BE COORDINATED AND CONFIRMED W/ INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 1/2" GYPSUM BOARD CEILING, PTD; HT VARIES, SEE NOTES PENDANT (AP) CEILING MOUNT, DIRECTIONAL, CYLINDER, FOR PLANTS (AA) RECESSED LIGHT FIXTURE (AD) STRIP LIGHT W/ LENS (AL) -V.I.F. COVE LIGHT / ART WALL WASH (ACL) -V.I.F. RECESSED STRIP LIGHT W/ LENS (ALR) -V.I.F. LINEAR PENDANT (ALP) SURFACE CEILING LIGHT FIXTURE, DISC (AF) RECESSED DOWNLIGHT (AD) MILLWORK WALL SCONCE (AW) VERTICAL STRIP LIGHT (AL) SPEAKER -SEE AV DWGS FOR TYPES (FINISH TO MATCH ADJACENT CLG. OR WALL, U.N.O.) SPEAKER/STROBE -SEE ELEC. DWGS OCCUPANCY SENSOR SEE ELEC. DWGS PHOTO SENSOR -SEE ELEC. DWGS EXIT SIGN -SEE ELEC. DWGS SMOKE DETECTOR -SEE ELEC. DWGS CENTERLINE RETURN -SEE MECH. DWGS EXHAUST/SUPPLY -SEE MECH. DWGS PS OS SD RCP LEGEND RCP GRAPHIC KEY RCP GENERAL NOTES 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-0" AFF 1/2" GYPSUM BOARD CEILING, WC; 48"x48" SUSPENDED CEILING SYSTEM, RIGID POLYISO INSULATION PANELS ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" 1ST FLOOR WEST ENLARGED RCP A401_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET ADJUSTED PER ARCH. BACKGROUND CHANGES. ACCESS PANELS, SMOKE DETECTORS, OCCUPANCY SENSORS ADDED FOR CLARIFICATION. 1 1 G, PTD. 1 1/2" GYPSUM BOARD C (U.N.O.); HT 7'-10" AFF 8 A427 LELHLLLN 7 A427 LI L10 LJ L12.1 LM LKLO L13.2 L14.1 L15 LF L12.2 /1A401 /1A403 /1A401 LG.1 6 A427 WATER SERVICE ROOM 105 LEASING OFFICE 104 TELECOM ROOM 118 COMMERCIAL TENANT SPACE 119 CENTRAL STAIR ELEV 1 ELEV 2 ELEVATOR LOBBY 106 EXIT CORRIDOR 114 FULL 20 8'-6"x18' FULL 19 8'-6"x18' FULL 18 8'-6"x18' FULL 17 8'-6"x18' FULL 16 8'-6"x18' FULL 15 8'-6"x18' ADA 13 8'-6"x18' 025 A 115A 012 G 100A G013 100B 9 A427 L14.2 L13.1 3 A303 5 A303 2 A304 2 A303 3 A304 4 A304 7 A304 3 A305 6 A304 11A 11D 19B 18C 19C 18C 18B 18C 18C L11 L16 LG.2 S-15 S-16 S-17 011 A 116B 037 A 127 016 A 105 015 F 104 20A 11B 18B 029 A 117 030 A 118 031 A 119 UTILITY CORRIDOR 117 ADA 14 8'-6"x18' 18B 4'-11" . 4 5/8" 4'-11 1/4" 1B P6 S1 S3S3S1 OPP. OPP. OPP. 11B 2'-9 5/8"11'-0 3/8" .4'-3 3/4" 8 3/8" .10 1/8" 4'-4" . 13'-0" . 4'-5 1/2" . 9'-1 1/2" 8'-8 1/8" 6'-11".9'-4".4'-9 1/4".53'-4".23'-3 3/8"6 3/8" 7'-10 5/8".37'-8 5/8"27'-0" 3'-1 1/4" 10 3/8"23'-4 1/8"30'-4 1/2"30'-0 3/4"6 3/4" 1'-1 7/8" 12'-7 1/4" 4'-11 5/8" 9'-4 3/8" 3'-9 3/8" 15'-9 3/4" 9'-7 3/8" 1'-10 3/8" 1B 1B P20 1B 1B 1B 18B 5 A305 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" 1ST FLOOR SOUTH ENLARGED PLAN A402 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT PLAN KEYNOTES P1STANDBY GENERATOR P2CONCRETE FILLED STEEL BOLLARD(S), SEE DETAIL X/A500 P3ACCESS VEHICLE CONTROL BARRIER GATE, LIFTMASTER MAT W/ 10FT ARM P4STORAGE LOCKERS P5TRASH COMPACTOR, MINI-MAC MODEL BY MARATHON 5A P6TRASH COMPACTOR TRASH BIN, MINI MAC MODEL BY MARATHON 5A P7FDC CONNECTION, SEE FIRE PROTECTION DWGS P8PATIO, CONCRETE PLINTH W/ PLANTERS & PRECAST CONCRETE BENCHES, SEE LANDSCAPE DRWGS P9WOOD SLAT FENCE P10PAINTED STEEL + GLASS CANOPY P11RECYCLING CHUTE WITH 15% PADDED OFFSET @ BOTTOM BY CHUTES INTERNATIONAL P12RECESSED FIRE EXTINGUISHER CABINET W/GLASS DOOR P13REAR DRAIN TOILET, Units 211-216 only P14CUSTOM MILLWORK RECESSED SHELF AT TYPE 5C BATHROOMS ONLY, SEE SHEET 5B/A602 P15FACTORY PAINTED ALUMINUM SUN SCREEN LOUVERS P16ROOF DECK DRAIN, SEE PLUMBING DRWGS P17PAINTED STEEL GUARDRAIL P18GENERATOR EXHAUST SHAFT, SEE MECH. DWGS P19MIN. 24" WIDE ALUM. OR GALV. STL. LADDER (U200 BY UPNOVR OR SIMILAR) P20SURFACE MOUNTED FIRE EXTINGUISHER CABINET W/ GLASS DOOR P21INTERIOR WINDOW, SEE WINDOW SCHEDULE P22ALL COLUMNS TO BE 3HR FIRE RATED SEE DETAILS ON SHEET A510 P23MANIFOLD/WATER METER WALL-MOUNTED 30"x30" PTD ACCESS PANEL, FRAMELESS, BOTTOM SILL MOUNTED AT 9" A.F.F. IN ALL BATHROOMS (BEHIND DOOR SWING), HALLWAYS (CENTERED ON WALL) AND CLOSET (AT CORNER) LOCATIONS. TYPICAL UNITS SHOWN AT 2ND FLOOR ENLARGED PLAN. ANY CONFLICTS TO BE COORDINATED WITH ARCHITECT. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 SD SD OS SD OS PS SD /1 A403_R /1A401_R COMMERCIAL TENANT SPACE 119 WATER SERVICE ROOM 105 LEASING OFFICE 104 LOBBY 101 COMMERCIAL TENANT SPACE 119 SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS SEE ID401_R E1 E1 E1 E1 E1 E1 VESTIBULE 100 EXPOSED CONCRETE CEILING SLAB 1/2" GYPSUM BOARD CEILING, PTD; HT 8'-2" AFF 1/2" GYPSUM BOARD CEILING, PTD; HT 9'-0" AFF 1/2" GYPSUM BOARD CEILING, PTD; HT 8'-6" AFF 1/2" GYPSUM BOARD CEILING, PTD; HT 10'-0" AFF WOOD SLAT (OR FINISH) CEILING; SECURILY ATTACHED TO GWB; SEE ID-ELEVATIONS 1. SEE INTERIOR ELEVATIONS AND DETAILS FOR ADDITIONAL INFORMATION. 2. ALL SPRINKLER HEADS IN AMENITY SPACES TO BE CONCEALED. CONFIRM ALL LOCATIONS AND FINISHES W/ INTERIOR DESIGNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 3. ALL SLOT DIFFUSER IN AMENITY SPACES TO BE MUD-IN TYPE UNLESS NOTED OTHERWISE. COORDINATE LENGTHS AND LOCATIONS AS INDICATED IN THESE RCPS. VERIFY LENGTHS IN FIELD TO MEET DESIGN INTENT PRIOR TO INSTALLATION. 4. ALL CONDUIT FOR CEILING MOUNTED FIXTURES OR DEVICES IN AREAS WITH EXPOSED CONCRETE CEILINGS SHALL BE CAST IN CONCRETE SLAB FOR CONCEALMENT. CONDUIT FOR FLOOR MOUNTED POWER, PHONE AND DATA RECEPTACLES SHALL BE CAST IN SLAB. 5. PROVIDE CONTROL JOINTS IN SUSPENDED GYPSUM BOARD CEILING AS SHOWN AND/OR AS REQ'D BY CEILING CONSTRUCTION. LOCATIONS SHALL BE SUBMITTED FOR REVIEW & APPROVAL BY INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. ALIGN WALL & CEILING CONTROL JOINTS, TYPICAL. 6. CONTRACTOR SHALL PROVIDE ACCESS PANELS (MUD-IN TYPE) IN SUSPENDED GYP BOARD CEILING OR AS SHOWN ON ID, ARCH & MEP DRAWINGS AND/OR AS REQ'D TO SERVICE MEP/FP SYSTEMS & EQUIPMENT. LOCATIONS IN AMENITY SPACES CURRENTLY NOT SHOWN ON ID DRAWINGS SHALL BE SUBMITTED FOR REVIEW & APPROVAL BY INTERIOR DESIGNER, ARCHITECT & OWNER PRIOR TO INSTALLATION. 7. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS, ETC. FOR ALL CEILING MOUNTED ACCESS PANELS, CEILING TRIM, LIGHT FIXTURES, WINDOW TREATMENTS & OTHER EQUIPMENT OR DEVICES AS REQ'D. 8. REFER TO ID DRAWINGS FOR LIGHT FIXTURE LOCATIONS. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPE, SWITCHING & LAMPING. ANY POSSIBLE DISCREPANCIES W/ ID DWGS TO BE COORDINATED AND CONFIRMED W/ INTERIOR DESIGNER PRIOR TO INSTALLATION. 9. REFER TO INTERIOR DRAWINGS FOR ADD'L CEILING FINISH INFORMATION. 10. INSTALL ALL INSULATION PER MANUFACTURER'S INSTRUCTIONS. CONTRACTOR TO HAVE INSTRUCTIONS AVAILABLE FOR INSPECTION. 11. FOR ALL PENDANTS IN AMENITY SPACES, CONFIRM FINAL HEIGHTS W/ INTERIOR DESIGNER AND OWNER IN FIELD PRIOR TO INSTALLATION. 12. ALL CAMERA LOCATIONS AND FINISHES TO BE COORDINATED AND CONFIRMED W/ INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 13. ALL AV DEVICE LOCATIONS AND FINISHES TO BE COORDINATED AND CONFIRMED W/ INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 1/2" GYPSUM BOARD CEILING, PTD; HT VARIES, SEE NOTES PENDANT (AP) CEILING MOUNT, DIRECTIONAL, CYLINDER, FOR PLANTS (AA) RECESSED LIGHT FIXTURE (AD) STRIP LIGHT W/ LENS (AL) - V.I.F. COVE LIGHT / ART WALL WASH (ACL) - V.I.F. RECESSED STRIP LIGHT W/ LENS (ALR) - V.I.F. LINEAR PENDANT (ALP) SURFACE CEILING LIGHT FIXTURE, DISC (AF) RECESSED DOWNLIGHT (AD) MILLWORK WALL SCONCE (AW) VERTICAL STRIP LIGHT (AL) SPEAKER - SEE AV DWGS FOR TYPES (FINISH TO MATCH ADJACENT CLG. OR WALL, U.N.O.) SPEAKER/STROBE - SEE ELEC. DWGS OCCUPANCY SENSOR SEE ELEC. DWGS PHOTO SENSOR - SEE ELEC. DWGS EXIT SIGN - SEE ELEC. DWGS SMOKE DETECTOR - SEE ELEC. DWGS CENTERLINE RETURN - SEE MECH. DWGS EXHAUST/SUPPLY - SEE MECH. DWGS PS OS SD RCP LEGEND RCP GRAPHIC KEY RCP GENERAL NOTES 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-0" AFF 1/2" GYPSUM BOARD CEILING, WC; 48"x48" SUSPENDED CEILING SYSTEM, RIGID POLYISO INSULATION PANELS ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATE DESCRIPTION N 1/4" = 1'-0" 1ST FLOOR SOUTH ENLARGED RCP A402_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020 PERMIT SET 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET ADJUSTED PER ARCH. BACKGROUND CHANGES. ACCESS PANELS, SMOKE DETECTORS, OCCUPANCY SENSORS ADDED FOR CLARIFICATION. 1 1 ALL INTERCOM PANELS REMOVED. 1 G, PTD. 1 1/2" GYPSUM BOARD C (U.N.O.); HT 7'-10" AFF L7 L8 LLLNLPLQLR L10 L6 L12.1 LMLO L13.2 L9 L12.2 /1A402 /1A404 TELECOM ROOM 118 EXIT CORRIDOR 125 FULL 35 8'-6"x18' FULL 34 8'-6"x18' FULL 36 8'-6"x18' FULL 33 8'-6"x18' FULL 32 8'-6"x18' FULL 31 8'-6"x18' FULL 30 8'-6"x18' FULL 29 8'-6"x18' FULL 28 8'-6"x18' FULL 27 8'-6"x18' FULL 26 8'-6"x18' FULL 25 8'-6"x18' FULL 24 8'-6"x18' FULL 23 8'-6"x18' FULL 22 8'-6"x18' FULL 21 8'-6"x18' FULL 20 8'-6"x18' FULL 19 8'-6"x18' FULL 18 8'-6"x18' FULL 17 8'-6"x18' FULL 16 8'-6"x18' FULL 15 8'-6"x18' 038 A 128 035 A 125A 036 A 125B 034 A 123 14 A428 15 A428 L13.1 18B 18B 18B 18B 18C 18C 18C 18B 3 A302 L11 3 A311 034 A 130 STORAGE 123B 20A 029 A 117 030 A 118 UTILITY CORRIDOR 117 ADA 14 8'-6"x18' 18B1B 18C STORAGE 130 P4 P2 EAST STAIR 11B .4'-3 3/4" 8 3/8" .10 1/8"18'-0" DRIVE AISLE 24'-0"18'-0" 4" .23'-3 3/8"6 3/8" 27'-0"27'-0"27'-6 3/8"29'-1 1/8" 27'-0"26'-10 3/8"1 5/8"8 1/2"8'-2 5/8".3'-4 7/8".13'-8 5/8"29'-0"1 1/8". 5'-6 3/8"7'-5 3/4".13'-8 5/8"29'-1 1/8" 7 1/2"2 5/8"10'-10 3/8"1'-1 5/8".4'-0 1/2"7 1/4" 1'-1 7/8" 12'-7 1/4" 4'-11 5/8" 27'-0"27'-0"27'-6 3/8"29'-0" 1 HOUR RATED WALL ASSEMBLY ADJACENT TO PROPERTY LINE 1 HOUR RATED WALL ASSEMBLY ADJACENT TO PROPERTY LINE 1 1 18C 2 1/2" FOIL-FACED POLYISO CONTINUOUS INSULATION, R-16. TERMINATE AT BOTTOM OF STRUCTURAL SLAB ABOVE. NON-REFLECTIVE, WHITE SURFACE FACING OUT. FILL STUD CAVITY WITH R-19 BATT INSULATION 1 1 1 18B 1D 20A 1D 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" 1ST FLOOR EAST ENLARGED PLAN A403 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT PLAN KEYNOTES P1STANDBY GENERATOR P2CONCRETE FILLED STEEL BOLLARD(S), SEE DETAIL X/A500 P3ACCESS VEHICLE CONTROL BARRIER GATE, LIFTMASTER MAT W/ 10FT ARM P4STORAGE LOCKERS P5TRASH COMPACTOR, MINI-MAC MODEL BY MARATHON 5A P6TRASH COMPACTOR TRASH BIN, MINI MAC MODEL BY MARATHON 5A P7FDC CONNECTION, SEE FIRE PROTECTION DWGS P8PATIO, CONCRETE PLINTH W/ PLANTERS & PRECAST CONCRETE BENCHES, SEE LANDSCAPE DRWGS P9WOOD SLAT FENCE P10PAINTED STEEL + GLASS CANOPY P11RECYCLING CHUTE WITH 15% PADDED OFFSET @ BOTTOM BY CHUTES INTERNATIONAL P12RECESSED FIRE EXTINGUISHER CABINET W/GLASS DOOR P13REAR DRAIN TOILET, Units 211-216 only P14CUSTOM MILLWORK RECESSED SHELF AT TYPE 5C BATHROOMS ONLY, SEE SHEET 5B/A602 P15FACTORY PAINTED ALUMINUM SUN SCREEN LOUVERS P16ROOF DECK DRAIN, SEE PLUMBING DRWGS P17PAINTED STEEL GUARDRAIL P18GENERATOR EXHAUST SHAFT, SEE MECH. DWGS P19MIN. 24" WIDE ALUM. OR GALV. STL. LADDER (U200 BY UPNOVR OR SIMILAR) P20SURFACE MOUNTED FIRE EXTINGUISHER CABINET W/ GLASS DOOR P21INTERIOR WINDOW, SEE WINDOW SCHEDULE P22ALL COLUMNS TO BE 3HR FIRE RATED SEE DETAILS ON SHEET A510 P23MANIFOLD/WATER METER WALL-MOUNTED 30"x30" PTD ACCESS PANEL, FRAMELESS, BOTTOM SILL MOUNTED AT 9" A.F.F. IN ALL BATHROOMS (BEHIND DOOR SWING), HALLWAYS (CENTERED ON WALL) AND CLOSET (AT CORNER) LOCATIONS. TYPICAL UNITS SHOWN AT 2ND FLOOR ENLARGED PLAN. ANY CONFLICTS TO BE COORDINATED WITH ARCHITECT. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 OS PS SD /1A404_R TELECOM ROOM 118 PARKING 126 SEE ELEC. & MECH. DWGS UTILITY CORRIDOR 117 COMMERCIAL TENANT SPACE 119 EXIT CORRIDOR 125 SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS EAST STAIR 123 STORAGE 123B STORAGE 130 SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS EXPOSED CONCRETE CEILING SLAB 1/2" GYPSUM BOARD CEILING, PTD; HT 8'-2" AFF 1/2" GYPSUM BOARD CEILING, PTD; HT 9'-0" AFF 1/2" GYPSUM BOARD CEILING, PTD; HT 8'-6" AFF 1/2" GYPSUM BOARD CEILING, PTD; HT 10'-0" AFF WOOD SLAT (OR FINISH) CEILING; SECURILY ATTACHED TO GWB; SEE ID-ELEVATIONS 1. SEE INTERIOR ELEVATIONS AND DETAILS FOR ADDITIONAL INFORMATION. 2. ALL SPRINKLER HEADS IN AMENITY SPACES TO BE CONCEALED. CONFIRM ALL LOCATIONS AND FINISHES W/ INTERIOR DESIGNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 3. ALL SLOT DIFFUSER IN AMENITY SPACES TO BE MUD-IN TYPE UNLESS NOTED OTHERWISE. COORDINATE LENGTHS AND LOCATIONS AS INDICATED IN THESE RCPS. VERIFY LENGTHS IN FIELD TO MEET DESIGN INTENT PRIOR TO INSTALLATION. 4. ALL CONDUIT FOR CEILING MOUNTED FIXTURES OR DEVICES IN AREAS WITH EXPOSED CONCRETE CEILINGS SHALL BE CAST IN CONCRETE SLAB FOR CONCEALMENT. CONDUIT FOR FLOOR MOUNTED POWER, PHONE AND DATA RECEPTACLES SHALL BE CAST IN SLAB. 5. PROVIDE CONTROL JOINTS IN SUSPENDED GYPSUM BOARD CEILING AS SHOWN AND/OR AS REQ'D BY CEILING CONSTRUCTION. LOCATIONS SHALL BE SUBMITTED FOR REVIEW & APPROVAL BY INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. ALIGN WALL & CEILING CONTROL JOINTS, TYPICAL. 6. CONTRACTOR SHALL PROVIDE ACCESS PANELS (MUD-IN TYPE) IN SUSPENDED GYP BOARD CEILING OR AS SHOWN ON ID, ARCH & MEP DRAWINGS AND/OR AS REQ'D TO SERVICE MEP/FP SYSTEMS & EQUIPMENT. LOCATIONS IN AMENITY SPACES CURRENTLY NOT SHOWN ON ID DRAWINGS SHALL BE SUBMITTED FOR REVIEW & APPROVAL BY INTERIOR DESIGNER, ARCHITECT & OWNER PRIOR TO INSTALLATION. 7. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS, ETC. FOR ALL CEILING MOUNTED ACCESS PANELS, CEILING TRIM, LIGHT FIXTURES, WINDOW TREATMENTS & OTHER EQUIPMENT OR DEVICES AS REQ'D. 8. REFER TO ID DRAWINGS FOR LIGHT FIXTURE LOCATIONS. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPE, SWITCHING & LAMPING. ANY POSSIBLE DISCREPANCIES W/ ID DWGS TO BE COORDINATED AND CONFIRMED W/ INTERIOR DESIGNER PRIOR TO INSTALLATION. 9. REFER TO INTERIOR DRAWINGS FOR ADD'L CEILING FINISH INFORMATION. 10. INSTALL ALL INSULATION PER MANUFACTURER'S INSTRUCTIONS. CONTRACTOR TO HAVE INSTRUCTIONS AVAILABLE FOR INSPECTION. 11. FOR ALL PENDANTS IN AMENITY SPACES, CONFIRM FINAL HEIGHTS W/ INTERIOR DESIGNER AND OWNER IN FIELD PRIOR TO INSTALLATION. 12. ALL CAMERA LOCATIONS AND FINISHES TO BE COORDINATED AND CONFIRMED W/ INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 13. ALL AV DEVICE LOCATIONS AND FINISHES TO BE COORDINATED AND CONFIRMED W/ INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 1/2" GYPSUM BOARD CEILING, PTD; HT VARIES, SEE NOTES PENDANT (AP) CEILING MOUNT, DIRECTIONAL, CYLINDER, FOR PLANTS (AA) RECESSED LIGHT FIXTURE (AD) STRIP LIGHT W/ LENS (AL) - V.I.F. COVE LIGHT / ART WALL WASH (ACL) - V.I.F. RECESSED STRIP LIGHT W/ LENS (ALR) - V.I.F. LINEAR PENDANT (ALP) SURFACE CEILING LIGHT FIXTURE, DISC (AF) RECESSED DOWNLIGHT (AD) MILLWORK WALL SCONCE (AW) VERTICAL STRIP LIGHT (AL) SPEAKER - SEE AV DWGS FOR TYPES (FINISH TO MATCH ADJACENT CLG. OR WALL, U.N.O.) SPEAKER/STROBE - SEE ELEC. DWGS OCCUPANCY SENSOR SEE ELEC. DWGS PHOTO SENSOR - SEE ELEC. DWGS EXIT SIGN - SEE ELEC. DWGS SMOKE DETECTOR - SEE ELEC. DWGS CENTERLINE RETURN - SEE MECH. DWGS EXHAUST/SUPPLY - SEE MECH. DWGS PS OS SD RCP LEGEND RCP GRAPHIC KEY RCP GENERAL NOTES 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-0" AFF 1/2" GYPSUM BOARD CEILING, WC; 48"x48" SUSPENDED CEILING SYSTEM, RIGID POLYISO INSULATION PANELS ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATE DESCRIPTION N 1/4" = 1'-0" 1ST FLOOR EAST ENLARGED RCP A403_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020 PERMIT SET 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET ADJUSTED PER ARCH. BACKGROUND CHANGES. ACCESS PANELS, SMOKE DETECTORS, OCCUPANCY SENSORS ADDED FOR CLARIFICATION. 1 1 G, PTD. 1 1/2" GYPSUM BOARD C (U.N.O.); HT 7'-10" AFF 8 A427 L7 L8 LELH 7 A427 LI L10 L6 LJ L12.1 LK LD L13.2 L9 LF L12.2 /1A402 /1A403 /1A405 /1A401 /1A402 /1A401 LG.1 6 A427 TRASH ROOM 116 CENTRAL STAIR ELEV 1 ELEV 2 ELEVATOR LOBBY 106 EXIT CORRIDOR 114 ELECTRIC ROOM 122 027 B 116A FULL 38 8'-6"x18' FULL 37 8'-6"x18' FULL 36 8'-6"x18' ADA 13 8'-6"x18' FULL 12 8'-6"x18' FULL 39 8'-6"x18' 033 B 122 025 A 115A 024 B 114 036 A 125B 12 A428 13 A428 L13.1 L5.1 3 A309 19B 18C 19C 18C 18B 18B 18B 18C 18C 18B 18B 034 A 124 18B 18B 18C 18C L11 LG.2 18B 011 A 116B 037 A 127 016 A 105 STORAGE 124B 11B 18B 029 A 117 031 A 119 FULL 11 8'-6"x18' ADA 14 8'-6"x18' 4'-11" . 4 5/8" 4'-11 1/4" 18C 028 A 129 P2 P2 P2 P2 P1 P5 P6 NORTH STAIR A510 8 . 17'-6 1/8" 4'-4" . 13'-0" . 4'-5 1/2" . 6'-11".9'-4".4'-9 1/4". 7'-10 5/8". 12'-7 7/8" 3'-1 1/4" .6'-8 1/4". . 1'-3 7/8" 21'-4 1/2" . 10'-5 1/8" 9'-2 1/2" 9'-10 7/8".21'-8 3/8"4'-9 3/4" 1B 18B 7'-11 5/8"11 3/8" 1 5/8"8"4'-1".3'-9".3'-4 3/8" 033 A 122B 1 1 HOUR RATED WALL ASSEMBLY ADJACENT TO PROPERTY LINE 2 1/2" FOIL-FACED POLYISO CONTINUOUS INSULATION, R-16. TERMINATE AT BOTTOM OF STRUCTURAL SLAB ABOVE. NON-REFLECTIVE, WHITE SURFACE FACING OUT. ? 1 1D 2 1/2" FOIL-FACED POLYISO CONTINUOUS INSULATION, R-16. TERMINATE AT BOTTOM OF STRUCTURAL SLAB ABOVE. NON-REFLECTIVE, WHITE SURFACE FACING OUT. 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" 1ST FLOOR CORE ENLARGED PLAN A404 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT PLAN KEYNOTES P1STANDBY GENERATOR P2CONCRETE FILLED STEEL BOLLARD(S), SEE DETAIL X/A500 P3ACCESS VEHICLE CONTROL BARRIER GATE, LIFTMASTER MAT W/ 10FT ARM P4STORAGE LOCKERS P5TRASH COMPACTOR, MINI-MAC MODEL BY MARATHON 5A P6TRASH COMPACTOR TRASH BIN, MINI MAC MODEL BY MARATHON 5A P7FDC CONNECTION, SEE FIRE PROTECTION DWGS P8PATIO, CONCRETE PLINTH W/ PLANTERS & PRECAST CONCRETE BENCHES, SEE LANDSCAPE DRWGS P9WOOD SLAT FENCE P10PAINTED STEEL + GLASS CANOPY P11RECYCLING CHUTE WITH 15% PADDED OFFSET @ BOTTOM BY CHUTES INTERNATIONAL P12RECESSED FIRE EXTINGUISHER CABINET W/GLASS DOOR P13REAR DRAIN TOILET, Units 211-216 only P14CUSTOM MILLWORK RECESSED SHELF AT TYPE 5C BATHROOMS ONLY, SEE SHEET 5B/A602 P15FACTORY PAINTED ALUMINUM SUN SCREEN LOUVERS P16ROOF DECK DRAIN, SEE PLUMBING DRWGS P17PAINTED STEEL GUARDRAIL P18GENERATOR EXHAUST SHAFT, SEE MECH. DWGS P19MIN. 24" WIDE ALUM. OR GALV. STL. LADDER (U200 BY UPNOVR OR SIMILAR) P20SURFACE MOUNTED FIRE EXTINGUISHER CABINET W/ GLASS DOOR P21INTERIOR WINDOW, SEE WINDOW SCHEDULE P22ALL COLUMNS TO BE 3HR FIRE RATED SEE DETAILS ON SHEET A510 P23MANIFOLD/WATER METER WALL-MOUNTED 30"x30" PTD ACCESS PANEL, FRAMELESS, BOTTOM SILL MOUNTED AT 9" A.F.F. IN ALL BATHROOMS (BEHIND DOOR SWING), HALLWAYS (CENTERED ON WALL) AND CLOSET (AT CORNER) LOCATIONS. TYPICAL UNITS SHOWN AT 2ND FLOOR ENLARGED PLAN. ANY CONFLICTS TO BE COORDINATED WITH ARCHITECT. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 SD OS PS SD /1 A402_R /1A403_R /1 A405_R ELECTRIC ROOM 122 CENTRAL STAIR ELEV 1 ELEV 2 EXIT CORRIDOR 114 TRASH ROOM 116 SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS PARKING 126 SEE ID401_R E4 STORAGE 124B E5 SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS EXPOSED CONCRETE CEILING SLAB 1/2" GYPSUM BOARD CEILING, PTD; HT 8'-2" AFF 1/2" GYPSUM BOARD CEILING, PTD; HT 9'-0" AFF 1/2" GYPSUM BOARD CEILING, PTD; HT 8'-6" AFF 1/2" GYPSUM BOARD CEILING, PTD; HT 10'-0" AFF WOOD SLAT (OR FINISH) CEILING; SECURILY ATTACHED TO GWB; SEE ID-ELEVATIONS 1. SEE INTERIOR ELEVATIONS AND DETAILS FOR ADDITIONAL INFORMATION. 2. ALL SPRINKLER HEADS IN AMENITY SPACES TO BE CONCEALED. CONFIRM ALL LOCATIONS AND FINISHES W/ INTERIOR DESIGNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 3. ALL SLOT DIFFUSER IN AMENITY SPACES TO BE MUD-IN TYPE UNLESS NOTED OTHERWISE. COORDINATE LENGTHS AND LOCATIONS AS INDICATED IN THESE RCPS. VERIFY LENGTHS IN FIELD TO MEET DESIGN INTENT PRIOR TO INSTALLATION. 4. ALL CONDUIT FOR CEILING MOUNTED FIXTURES OR DEVICES IN AREAS WITH EXPOSED CONCRETE CEILINGS SHALL BE CAST IN CONCRETE SLAB FOR CONCEALMENT. CONDUIT FOR FLOOR MOUNTED POWER, PHONE AND DATA RECEPTACLES SHALL BE CAST IN SLAB. 5. PROVIDE CONTROL JOINTS IN SUSPENDED GYPSUM BOARD CEILING AS SHOWN AND/OR AS REQ'D BY CEILING CONSTRUCTION. LOCATIONS SHALL BE SUBMITTED FOR REVIEW & APPROVAL BY INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. ALIGN WALL & CEILING CONTROL JOINTS, TYPICAL. 6. CONTRACTOR SHALL PROVIDE ACCESS PANELS (MUD-IN TYPE) IN SUSPENDED GYP BOARD CEILING OR AS SHOWN ON ID, ARCH & MEP DRAWINGS AND/OR AS REQ'D TO SERVICE MEP/FP SYSTEMS & EQUIPMENT. LOCATIONS IN AMENITY SPACES CURRENTLY NOT SHOWN ON ID DRAWINGS SHALL BE SUBMITTED FOR REVIEW & APPROVAL BY INTERIOR DESIGNER, ARCHITECT & OWNER PRIOR TO INSTALLATION. 7. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS, ETC. FOR ALL CEILING MOUNTED ACCESS PANELS, CEILING TRIM, LIGHT FIXTURES, WINDOW TREATMENTS & OTHER EQUIPMENT OR DEVICES AS REQ'D. 8. REFER TO ID DRAWINGS FOR LIGHT FIXTURE LOCATIONS. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPE, SWITCHING & LAMPING. ANY POSSIBLE DISCREPANCIES W/ ID DWGS TO BE COORDINATED AND CONFIRMED W/ INTERIOR DESIGNER PRIOR TO INSTALLATION. 9. REFER TO INTERIOR DRAWINGS FOR ADD'L CEILING FINISH INFORMATION. 10. INSTALL ALL INSULATION PER MANUFACTURER'S INSTRUCTIONS. CONTRACTOR TO HAVE INSTRUCTIONS AVAILABLE FOR INSPECTION. 11. FOR ALL PENDANTS IN AMENITY SPACES, CONFIRM FINAL HEIGHTS W/ INTERIOR DESIGNER AND OWNER IN FIELD PRIOR TO INSTALLATION. 12. ALL CAMERA LOCATIONS AND FINISHES TO BE COORDINATED AND CONFIRMED W/ INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 13. ALL AV DEVICE LOCATIONS AND FINISHES TO BE COORDINATED AND CONFIRMED W/ INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 1/2" GYPSUM BOARD CEILING, PTD; HT VARIES, SEE NOTES PENDANT (AP) CEILING MOUNT, DIRECTIONAL, CYLINDER, FOR PLANTS (AA) RECESSED LIGHT FIXTURE (AD) STRIP LIGHT W/ LENS (AL) - V.I.F. COVE LIGHT / ART WALL WASH (ACL) - V.I.F. RECESSED STRIP LIGHT W/ LENS (ALR) - V.I.F. LINEAR PENDANT (ALP) SURFACE CEILING LIGHT FIXTURE, DISC (AF) RECESSED DOWNLIGHT (AD) MILLWORK WALL SCONCE (AW) VERTICAL STRIP LIGHT (AL) SPEAKER - SEE AV DWGS FOR TYPES (FINISH TO MATCH ADJACENT CLG. OR WALL, U.N.O.) SPEAKER/STROBE - SEE ELEC. DWGS OCCUPANCY SENSOR SEE ELEC. DWGS PHOTO SENSOR - SEE ELEC. DWGS EXIT SIGN - SEE ELEC. DWGS SMOKE DETECTOR - SEE ELEC. DWGS CENTERLINE RETURN - SEE MECH. DWGS EXHAUST/SUPPLY - SEE MECH. DWGS PS OS SD RCP LEGEND RCP GRAPHIC KEY RCP GENERAL NOTES 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-0" AFF 1/2" GYPSUM BOARD CEILING, WC; 48"x48" SUSPENDED CEILING SYSTEM, RIGID POLYISO INSULATION PANELS ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATE DESCRIPTION N 1/4" = 1'-0" 1ST FLOOR CORE ENLARGED RCP A404_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020 PERMIT SET 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET ADJUSTED PER ARCH. BACKGROUND CHANGES. ACCESS PANELS, SMOKE DETECTORS, OCCUPANCY SENSORS ADDED FOR CLARIFICATION. 1 1 NORTH STAIR G, PTD. 1 1/2" GYPSUM BOARD C (U.N.O.); HT 7'-10" AFF L1 L2 L3 L4 LELHLJ LD LF /1A404 FULL 40 8'-6"x18' FULL 41 8'-6"x18' FULL 43 8'-6"x18' FULL 42 8'-6"x18' FULL 44 8'-6"x18' FULL 46 8'-6"x18' FULL 45 8'-6"x18' FULL 47 8'-6"x18' FULL 48 8'-6"x18' FULL 49 8'-6"x18' 12 A428 13 A428 L5.1 2 A308 3 A309 034 A 124 18C 18C STORAGE 124B FULL 1 8'-6"x18' FULL 3 8'-6"x18' FULL 2 8'-6"x18' FULL 4 8'-6"x18' FULL 5 8'-6"x18' FULL 6 8'-6"x18' FULL 7 8'-6"x18' FULL 8 8'-6"x18' FULL 9 8'-6"x18' FULL 11 8'-6"x18' FULL 10 8'-6"x18' 18C 028 A 129 P2 P2 P3 NORTH STAIR . 3 3/4" 2'-1 1/8"18'-0" DRIVE AISLE 22'-3 3/8"18'-0" 23'-5 3/8"27'-0"27'-0"26'-10 5/8" 7'-11 5/8"11 3/8" 1 5/8"8"4'-1".3'-9".3'-4 3/8" 10' H, 3" DIA. STAINLESS STEEL POLES PAINTED BLACK. POLE TO BE RECESSED 2'-6" IN GROUND ? ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" 1ST FLOOR NORTH ENLARGED PLAN A405 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT PLAN KEYNOTES P1STANDBY GENERATOR P2CONCRETE FILLED STEEL BOLLARD(S), SEE DETAIL X/A500 P3ACCESS VEHICLE CONTROL BARRIER GATE, LIFTMASTER MAT W/ 10FT ARM P4STORAGE LOCKERS P5TRASH COMPACTOR, MINI-MAC MODEL BY MARATHON 5A P6TRASH COMPACTOR TRASH BIN, MINI MAC MODEL BY MARATHON 5A P7FDC CONNECTION, SEE FIRE PROTECTION DWGS P8PATIO, CONCRETE PLINTH W/ PLANTERS & PRECAST CONCRETE BENCHES, SEE LANDSCAPE DRWGS P9WOOD SLAT FENCE P10PAINTED STEEL + GLASS CANOPY P11RECYCLING CHUTE WITH 15% PADDED OFFSET @ BOTTOM BY CHUTES INTERNATIONAL P12RECESSED FIRE EXTINGUISHER CABINET W/GLASS DOOR P13REAR DRAIN TOILET, Units 211-216 only P14CUSTOM MILLWORK RECESSED SHELF AT TYPE 5C BATHROOMS ONLY, SEE SHEET 5B/A602 P15FACTORY PAINTED ALUMINUM SUN SCREEN LOUVERS P16ROOF DECK DRAIN, SEE PLUMBING DRWGS P17PAINTED STEEL GUARDRAIL P18GENERATOR EXHAUST SHAFT, SEE MECH. DWGS P19MIN. 24" WIDE ALUM. OR GALV. STL. LADDER (U200 BY UPNOVR OR SIMILAR) P20SURFACE MOUNTED FIRE EXTINGUISHER CABINET W/ GLASS DOOR P21INTERIOR WINDOW, SEE WINDOW SCHEDULE P22ALL COLUMNS TO BE 3HR FIRE RATED SEE DETAILS ON SHEET A510 P23MANIFOLD/WATER METER WALL-MOUNTED 30"x30" PTD ACCESS PANEL, FRAMELESS, BOTTOM SILL MOUNTED AT 9" A.F.F. IN ALL BATHROOMS (BEHIND DOOR SWING), HALLWAYS (CENTERED ON WALL) AND CLOSET (AT CORNER) LOCATIONS. TYPICAL UNITS SHOWN AT 2ND FLOOR ENLARGED PLAN. ANY CONFLICTS TO BE COORDINATED WITH ARCHITECT. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 OS PS SD /1A404_R SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS E1 E1 E4 E4 E4 E4 E4 STORAGE 124B PARKING 126 E5 E5 E5 E5 E5 SEE ELEC. & MECH. DWGS 10' H, 3" DIA. STAINLESS STEEL POLE PAINTED BLACK. POLE TO BE RECESSED 2'-6" IN GROUND CONTRACTOR TO PROVIDE STEEL CABLE TO SUPPORT CATENARY LIGHT EXPOSED CONCRETE CEILING SLAB 1/2" GYPSUM BOARD CEILING, PTD; HT 8'-2" AFF 1/2" GYPSUM BOARD CEILING, PTD; HT 9'-0" AFF 1/2" GYPSUM BOARD CEILING, PTD; HT 8'-6" AFF 1/2" GYPSUM BOARD CEILING, PTD; HT 10'-0" AFF WOOD SLAT (OR FINISH) CEILING; SECURILY ATTACHED TO GWB; SEE ID-ELEVATIONS 1. SEE INTERIOR ELEVATIONS AND DETAILS FOR ADDITIONAL INFORMATION. 2. ALL SPRINKLER HEADS IN AMENITY SPACES TO BE CONCEALED. CONFIRM ALL LOCATIONS AND FINISHES W/ INTERIOR DESIGNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 3. ALL SLOT DIFFUSER IN AMENITY SPACES TO BE MUD-IN TYPE UNLESS NOTED OTHERWISE. COORDINATE LENGTHS AND LOCATIONS AS INDICATED IN THESE RCPS. VERIFY LENGTHS IN FIELD TO MEET DESIGN INTENT PRIOR TO INSTALLATION. 4. ALL CONDUIT FOR CEILING MOUNTED FIXTURES OR DEVICES IN AREAS WITH EXPOSED CONCRETE CEILINGS SHALL BE CAST IN CONCRETE SLAB FOR CONCEALMENT. CONDUIT FOR FLOOR MOUNTED POWER, PHONE AND DATA RECEPTACLES SHALL BE CAST IN SLAB. 5. PROVIDE CONTROL JOINTS IN SUSPENDED GYPSUM BOARD CEILING AS SHOWN AND/OR AS REQ'D BY CEILING CONSTRUCTION. LOCATIONS SHALL BE SUBMITTED FOR REVIEW & APPROVAL BY INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. ALIGN WALL & CEILING CONTROL JOINTS, TYPICAL. 6. CONTRACTOR SHALL PROVIDE ACCESS PANELS (MUD-IN TYPE) IN SUSPENDED GYP BOARD CEILING OR AS SHOWN ON ID, ARCH & MEP DRAWINGS AND/OR AS REQ'D TO SERVICE MEP/FP SYSTEMS & EQUIPMENT. LOCATIONS IN AMENITY SPACES CURRENTLY NOT SHOWN ON ID DRAWINGS SHALL BE SUBMITTED FOR REVIEW & APPROVAL BY INTERIOR DESIGNER, ARCHITECT & OWNER PRIOR TO INSTALLATION. 7. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS, ETC. FOR ALL CEILING MOUNTED ACCESS PANELS, CEILING TRIM, LIGHT FIXTURES, WINDOW TREATMENTS & OTHER EQUIPMENT OR DEVICES AS REQ'D. 8. REFER TO ID DRAWINGS FOR LIGHT FIXTURE LOCATIONS. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPE, SWITCHING & LAMPING. ANY POSSIBLE DISCREPANCIES W/ ID DWGS TO BE COORDINATED AND CONFIRMED W/ INTERIOR DESIGNER PRIOR TO INSTALLATION. 9. REFER TO INTERIOR DRAWINGS FOR ADD'L CEILING FINISH INFORMATION. 10. INSTALL ALL INSULATION PER MANUFACTURER'S INSTRUCTIONS. CONTRACTOR TO HAVE INSTRUCTIONS AVAILABLE FOR INSPECTION. 11. FOR ALL PENDANTS IN AMENITY SPACES, CONFIRM FINAL HEIGHTS W/ INTERIOR DESIGNER AND OWNER IN FIELD PRIOR TO INSTALLATION. 12. ALL CAMERA LOCATIONS AND FINISHES TO BE COORDINATED AND CONFIRMED W/ INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 13. ALL AV DEVICE LOCATIONS AND FINISHES TO BE COORDINATED AND CONFIRMED W/ INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 1/2" GYPSUM BOARD CEILING, PTD; HT VARIES, SEE NOTES PENDANT (AP) CEILING MOUNT, DIRECTIONAL, CYLINDER, FOR PLANTS (AA) RECESSED LIGHT FIXTURE (AD) STRIP LIGHT W/ LENS (AL) -V.I.F. COVE LIGHT / ART WALL WASH (ACL) -V.I.F. RECESSED STRIP LIGHT W/ LENS (ALR) -V.I.F. LINEAR PENDANT (ALP) SURFACE CEILING LIGHT FIXTURE, DISC (AF) RECESSED DOWNLIGHT (AD) MILLWORK WALL SCONCE (AW) VERTICAL STRIP LIGHT (AL) SPEAKER -SEE AV DWGS FOR TYPES (FINISH TO MATCH ADJACENT CLG. OR WALL, U.N.O.) SPEAKER/STROBE -SEE ELEC. DWGS OCCUPANCY SENSOR SEE ELEC. DWGS PHOTO SENSOR -SEE ELEC. DWGS EXIT SIGN -SEE ELEC. DWGS SMOKE DETECTOR -SEE ELEC. DWGS CENTERLINE RETURN -SEE MECH. DWGS EXHAUST/SUPPLY -SEE MECH. DWGS PS OS SD RCP LEGEND RCP GRAPHIC KEY RCP GENERAL NOTES 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-0" AFF 1/2" GYPSUM BOARD CEILING, WC; 48"x48" SUSPENDED CEILING SYSTEM, RIGID POLYISO INSULATION PANELS ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" 1ST FLOOR NORTH ENLARGED RCP A405_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET ADJUSTED PER ARCH. BACKGROUND CHANGES. ACCESS PANELS, SMOKE DETECTORS, OCCUPANCY SENSORS ADDED FOR CLARIFICATION. 1 1 NORTH STAIR G, PTD. 1 1/2" GYPSUM BOARD C (U.N.O.); HT 7'-10" AFF ALIGN ALIGN ALIGN ALIGN ALIGN 8 A427 7 A427 /1A407 /1A409 /1A410 /1A409 6 A427 T01 007 A T01 007 A T01 007 A T01 007 A T01 007 A TRASH ROOM 235 T05 011 A 9 A427 12 A428 13 A428 06 001 A 07 003 C 10 003 A 01 001 A W2A W2A W2B W1D W2A 06 001 A 13 005 B 07 003 C 16 006 D W1D W2B W2A W2A W2B W2A W2A 9'-11".9'-7".2'-0" 2'-0".4'-1 1/4".6'-0" 5'-6" . 1'-0" 3'-4 7/8" . 2'-8 1/4" 6'-6" . 3'-0" 3'-7 1/2".3'-0" 7'-0" 2'-0".3'-0" W1D .8'-11 3/8".2'-0" 13 005 B 06 001 A 07 003 C 10 003 A 10 003 A 05 002 E W2B W2A W2A W1DW2A W2A W2B W2A W2B 6'-0".3'-5 7/8".2'-0".3'-5".12'-1 7/8" 2'-0".11'-11 3/8" 5'-6 1/8" 2'-0" 1B 6'-6 1/2".3'-0".6'-9 3/4" 06 001 A 07 003 C 13 005 B 16 006 D W1D W2A W2B W2AW2A W2A W2B W2A 2'-0" . 4'-0 1/8" . 6'-0" 3'-0 3/4" 3'-4 3/8" 1'-0" . 5'-6" 9'-11".9'-7".2'-0" W2A W2A W2A W2A W2B 14 005 B 06 001 A 07 003 C 10 003 A 5'-1".3'-0".3'-1"5'-10 1/2" 11'-0".3'-8 5/8".10'-0" 5'-5 7/8".2'-0" 8 1/4" 3'-1" 10'-4 3/4" 2'-0" W2A 1B 1B W1D 1B KITCHEN TYPE 2C BATH TYPE 1A BATH TYPE 5B KITCHEN TYPE 2C BATH TYPE 5B BATH TYPE 1A KITCHEN TYPE 3A BATH TYPE 1A KITCHEN TYPE 3A BATH TYPE 7A KITCHEN TYPE 2C 5'-3 1/4".4'-6 5/8"5'-5 1/8"2'-10"6'-10"2'-6 3/8" 5'-2 1/2"5'-5 1/8"4'-6 5/8"3'-10 1/2"2'-10".2'-7" 5'-2 1/2"5'-5 1/8"4'-6 5/8"3'-10 1/2"2'-10".2'-7" 5'-3 1/4".4'-6 5/8"5'-5 1/8"2'-10"6'-10"2'-7" W2B 03 002 E KITCHEN TYPE 2C 06 001 A 17 006 D07 003 C 09 003 A 01 001 A 10 003 A 06 001 A 10 003 A 04 002 E W2A W2A W2A W2A W2B W1D W2A W2A W2A W2A W2A 1B 5'-6".2'-0".11'-6 1/4".3'-0". 7'-0 1/4".3'-5" 2'-6".3'-4".3'-7 1/4".3'-4" 12'-2 1/8" BATH TYPE 1E BATH TYPE 2E 3'-0".12'-3 3/8".9'-7 3/4" 01 001 A S21 S21 4 A309 3 A309 W15 23B 23B W11D 1B 1D W11B W15 W11B W11B W11B W15 W15 1B W15W15 W11C W11C W11C W11D W11C W11C W11C 23B W26 W26 ELEVATOR LOBBY 238 SOUTH CORRIDOR 240 NORTH CORRIDOR 239 T04 010 A T04 010 A 7'-6 7/8"4'-1" 1'-4 5/8" 2'-7 3/4" 18'-4 1/8"58'-8"4'-8 7/8". 8'-2 1/2" 10'-1 1/8" 3'-1 1/2" 4'-10 5/8"20'-1 3/4" T06 011 A ELEC/DATA 237 T06 011 A 23B W15 T01 007 A W15 .4'-10 5/8".39'-1"10'-6 5/8". 9'-4 1/2" 25'-10 1/8" . 11'-9 7/8" . 11'-9 1/8" W11D W11D 010 A W15 W11C W11C A510 2 A510 5 P11 P11 P12 P12 23B 23B CENTRAL STAIR NORTH STAIR UNIT C1 201 UNIT B3 226 UNIT A11 232 UNIT A12 233 UNIT C2 234 UNIT D12 231 ELEV 2 ELEV 1 P21 W15 1 10'-0" P21 P23 P23 P23 P23 P23 P23 1 16'-1 1/2" 8'-4 7/8" ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" 2ND FLOOR CORE ENLARGED PLAN A406 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT PLAN KEYNOTES P1STANDBY GENERATOR P2CONCRETE FILLED STEEL BOLLARD(S), SEE DETAIL X/A500 P3ACCESS VEHICLE CONTROL BARRIER GATE, LIFTMASTER MAT W/ 10FT ARM P4STORAGE LOCKERS P5TRASH COMPACTOR, MINI-MAC MODEL BY MARATHON 5A P6TRASH COMPACTOR TRASH BIN, MINI MAC MODEL BY MARATHON 5A P7FDC CONNECTION, SEE FIRE PROTECTION DWGS P8PATIO, CONCRETE PLINTH W/ PLANTERS & PRECAST CONCRETE BENCHES, SEE LANDSCAPE DRWGS P9WOOD SLAT FENCE P10PAINTED STEEL + GLASS CANOPY P11RECYCLING CHUTE WITH 15% PADDED OFFSET @ BOTTOM BY CHUTES INTERNATIONAL P12RECESSED FIRE EXTINGUISHER CABINET W/GLASS DOOR P13REAR DRAIN TOILET, Units 211-216 only P14CUSTOM MILLWORK RECESSED SHELF AT TYPE 5C BATHROOMS ONLY, SEE SHEET 5B/A602 P15FACTORY PAINTED ALUMINUM SUN SCREEN LOUVERS P16ROOF DECK DRAIN, SEE PLUMBING DRWGS P17PAINTED STEEL GUARDRAIL P18GENERATOR EXHAUST SHAFT, SEE MECH. DWGS P19MIN. 24" WIDE ALUM. OR GALV. STL. LADDER (U200 BY UPNOVR OR SIMILAR) P20SURFACE MOUNTED FIRE EXTINGUISHER CABINET W/ GLASS DOOR P21INTERIOR WINDOW, SEE WINDOW SCHEDULE P22ALL COLUMNS TO BE 3HR FIRE RATED SEE DETAILS ON SHEET A510 P23MANIFOLD/WATER METER WALL-MOUNTED 30"x30" PTD ACCESS PANEL, FRAMELESS, BOTTOM SILL MOUNTED AT 9" A.F.F. IN ALL BATHROOMS (BEHIND DOOR SWING), HALLWAYS (CENTERED ON WALL) AND CLOSET (AT CORNER) LOCATIONS. TYPICAL UNITS SHOWN AT 2ND FLOOR ENLARGED PLAN. ANY CONFLICTS TO BE COORDINATED WITH ARCHITECT. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 OS OS OS SD SD SD SD SDSD OS SD OS PS SD /1A407_R /1 A410_R UNIT B3 226 NORTH STAIR UNIT D12 231 UNIT A11 232 UNIT A12 233 ELEVATOR LOBBY 238 NORTH CORRIDOR 239 TRASH ROOM 235 CENTRAL STAIR /1A409_R UNIT C1 201 SOUTH CORRIDOR 240 UH UK UH UBUV UE US UH UH UK UB UV US UH UH UK UK UV US UH UV UK UK UK 4'-0" 4'-0" UH EQ EQ UB UH UV US UB UB US UE UB US UV UE UB UB UH UK UK UK UH UH 3'-6" 3'-6" UH UH UK UK UV US EQ EQ EQ EQEQ EQ EQ EQ EQEQ UH UH EQ EQ 3'-6" 2'-0" UK UK UH 4'-0" 4'-0" 4'-6" 3'-0" UE UH US UH UH UH UB UB 4'-6" UV 4'-6" 3'-0" EQ EQ 6'-0" 4'-0" 4'-0" UK UK UK EQ EQ EQ EQ EQ EQ 3'-0" 4'-6" 3'-0" 2'-0" 3'-6" EQEQ EQEQ EQ EQ 3'-0" EQ EQ EQ EQ 3'-0" EQ EQ EQ EQ EQ EQ EQ EQ 6'-0" 2'-0" EQ EQ 3'-0" EQ EQ EQ EQ EQEQ EQ EQ UE UH UH EQ EQ EQEQ SEE ID411_R ELEC/DATA 237 SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS UNIT C2 234 1. FOR OFFSETS OF SHAFT RISERS, PROVIDE CONTINUOUS 2HR RATED GWB ENCLOSURES ON ALL SIDES, FOR LOCATION SEE MECHANICAL DWGS. 2. ALL CONDUIT FOR CEILING MOUNTED FIXTURES OR DEVICES IN AREAS WITH EXPOSED CONCRETE CEILINGS SHALL BE CAST IN CONCRETE SLAB FOR CONCEALMENT. CONDUIT FOR FLOOR MOUNTED POWER, PHONE AND DATA RECEPTACLES SHALL BE CAST IN SLAB AS REQ'D. 3. PROVIDE CONTROL JOINTS IN SUSPENDED GYPSUM BOARD CEILING AS SHOWN AND/OR AS REQ'D BY CEILING CONSTRUCTION. LOCATIONS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. ALIGN WALL & CEILING CONTROL JOINTS WHERE POSSIBLE. 4. CONTRACTOR SHALL PROVIDE ACCESS PANELS IN SUSPENDED GYP BOARD CEILING AS SHOWN ON ARCH & MEP DRAWINGS AND/OR AS REQ'D TO SERVICE MEP/FP SYSTEMS & EQUIPMENT. LOCATIONS NOT SHOWN ON ARCH OR MEP DRAWINGS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. 5. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS, ETC. FOR ALL CEILING MOUNTED ACCESS PANELS, CEILING TRIM, LIGHT FIXTURES, WINDOW TREATMENTS & OTHER EQUIPMENT OR DEVICES AS REQ'D. 6. REFER TO ARCH. DRAWINGS FOR LIGHT FIXTURES LOCATIONS. 7. REFER TO MECH. DRAWINGS FOR LOCATION & SIZE OF HVAC DUCTS & DIFFUSERS. 8. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPE, SWITCHING & LAMPING. 9. REFER TO INTERIOR DRAWINGS FOR ADD'L CEILING FINISH INFORMATION 10. INSTALL ALL INSULATION PER MANUFACTURER'S INSTRUCTIONS. CONTRACTOR TO HAVE INSTRUCTIONS AVAILABLE FOR INSPECTION. 11. SPRINKLERS TO BE ORTHOGONALLY ALIGNED WITH AND EQUALLY SPACED BETWEEN OTHER BUILDING ELEMENTS (I.E. LIGHTS, DIFFUSERS, DOORWAYS, CEILINGS, BULKHEADS) AND EVENLY SPACED AND ALIGNED WITH EACH OTHER. CONFIRM ALL LOCATIONS W/ ARCHITECT PRIOR TO INSTALLATION. RECESSED LIGHT FIXTURE COVE LIGHT / ART WALL WASH (ACLC) - V.I.F. RECESSED STRIP LIGHT W/ LENS, FACING SIDE (CLC) - V.I.F. SURFACE MOUNT DOWNLIGHT WALL SCONCE SPEAKER - SEE AV DWGS FOR TYPES (FINISH TO MATCH ADJACENT CLG. OR WALL, U.N.O.) SPEAKER/STROBE - SEE ELEC. DWGS OCCUPANCY SENSOR SEE ELEC. DWGS PHOTO SENSOR - SEE ELEC. DWGS EXIT SIGN - SEE ELEC. DWGS SMOKE DETECTOR - SEE ELEC. DWGS CENTERLINE RETURN - SEE MECH. DWGS EXHAUST/SUPPLY - SEE MECH. DWGS PS OS SD RCP LEGEND RCP GRAPHIC KEY RCP GENERAL NOTES EXPOSED CONCRETE CEILING SLAB 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-4 1/2" AFF 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-0" AFF SURFACE MOUNT DOWNLIGHT, WET LOCATION PENDANT 1/2" GYPSUM BOARD CEILING, PTD. (U.N.O.); HT 7'-10" AFF ELEC. PANEL - SEE ELEC. DWGS TELECOM PANEL - SEE ELEC. DWGS INTERCOM - SEE ELEC. DWGS ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATE DESCRIPTION N 1/4" = 1'-0" 2ND FLOOR CORE ENLARGED RCP A406_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020 PERMIT SET 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET ADJUSTED PER ARCH. BACKGROUND CHANGES. ACCESS PANELS, SMOKE DETECTORS, OCCUPANCY SENSORS ADDED FOR CLARIFICATION. 1 1 1 ALL INTERCOM PANELS REMOVED. 1 ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN /1A406 /1A408 TELECOM 236 T01 007 A T01 007 A T01 007 A T01 007 A T01 007 A T04 010 A 14 A428 15 A428 11 004 A 07 003 C 16 006 D 06 001 A 07 003 C 06 001 A 01 001 A 11 004 A 06 001 A 01 001 A 10 003 A 14 005 B W2A W2A W2A W2A W2B W2A W2A W2A W2B W15 W15 W1D W1D W2B W2A W2A W2B W2A 1B 2'-0" . 10'-5 1/2" . 6'-0 1/4" 4'-3 7/8".2'-10"3'-5 1/2"2'-7" 3'-0 3/4"3'-4 1/4"1'-0".5'-6" 2'-0".10'-2 3/4" W1C 5'-4 5/8".5'-9 1/8".9'-11".3'-0" 9'-3 1/2" 5'-6" 6'-0".3'-8" 3'-0".6'-8".3'-0" 11'-8 1/4".12'-3".2'-0". 16 006 D 06 001 A 12 005 B 07 003 C W2A W2B W1D W2A W2B W2A W2A 9'-11".8'-11 3/8".2'-0" 2'-7" . 2'-10" 3'-10 1/2" 3'-10 1/2" 4'-9" 5'-2" 6'-0".4'-1 3/8".2'-0" 5'-6 3/8".1'-0"3'-4 3/4".2'-8 1/4" 16 006 D 12 005 B 06 001 A 07 003 C W2B W2A W1D W2A W2B W2A W2A 2'-0" . 8'-11 3/8" . 9'-11" 5'-2 7/8".3'-10 1/2"4'-9"2'-10"6'-9 7/8"2'-7" W2A 2'-0".4'-0 1/8".6'-0" 12 005 B 06 001 A 16 006 D 12 005 B 07 003 C W1D W2B W2A W2A W2A W2A W2B 9'-11".8'-11 3/8".2'-0" 2'-7" 8'-9" 2'-10" . 3'-5" . 5'-1 5/8" 6'-0".4'-4 5/8".2'-0" 14 005 B 10 003 A 01 001 A 07 003 C 06 001 A 01 001 A 11 004 A 06 001 A W2A W2A W2A W2A W2B W1D W1C W2A 1B 3'-0".6'-8".3'-0" 3'-0".9'-11".5'-6 3/4".5'-4 5/8" 3'-8" . 6'-0" 5'-6" 9'-3 1/2" W2B 16 006 D 06 001 A 11 004 A 01 001 A 06 001 A 09 003 A 07 003 C 01 001 A W2B W2A W1D W2A W2A W2A W2A W1D W2A W2B 5'-6" . 6'-0" 6'-0" . 3'-8" . 2'-0" 3'-0" 2'-6".7'-0 1/2".3'-8".6'-11 3/4" 17 006 D 10 003 A 07 003 C 01 001 A 01 001 A W2A W2B W2B W2A 3'-9 3/4".3'-0".6'-6"3'-1". 7'-0" 3'-0" . 2'-0" 11'-10" 2'-7 1/2".3'-4 5/8"1'-0".5'-6" 2'-0".12'-3".11'-5 7/8" 3'-0".9'-11".11'-0 1/8" W2A W1C BATH TYPE 5B BATH TYPE 1A KITCHEN TYPE 3A KITCHEN TYPE 3A BATH TYPE 1A BATH TYPE 1A KITCHEN TYPE 3A BATH TYPE 1B KITCHEN TYPE 3A BATH TYPE 2A BATH TYPE 1A KITCHEN TYPE 2C BATH TYPE 1A BATH TYPE 2A KITCHEN TYPE 7A BATH TYPE 2.1A BATH TYPE 1A KITCHEN TYPE 7B KITCHEN TYPE 2C W2A W2A W2A W2A W2A 2'-8 1/4" 5'-6".1'-0"3'-4 3/8"3'-0 3/4" W1D 2'-0" 5'-6" . 6'-0" 2 A310 3 A303 2 A303 W15BW11C W11C W15 W11B W15 W11B W11B W15 W15 W11D W11D W11B W11C W11C W11C W11C W11C W11D 23B W11C W11C W11D W11C W11C W11C 1B 23B 23B SOUTH CORRIDOR 240 3 A302 039 A 200 3 1/2" 28'-7".35'-3 5/8" 20'-11 5/8" . 24'-10 1/4" 42'-9 3/8"9'-5 1/2"42'-10 5/8" 20'-11 5/8" . 41'-2" 8'-0" 4'-7 3/4" . 20'-11 5/8" . 41'-2" 8'-0" 4'-7 3/4" . 5'-0 3/8" 3 A311 T01 007 A T01 007 A T01 007 A T07 011 A 1 A504 20'-4 1/4"6'-0 1/4"2'-0 3/4" .11'-9 3/4".11'-9 1/4".11'-11 1/4".11'-7 1/4".4'-8 7/8" W16 W11D W11C P12 P12 W11B W11C 23B 23B 23B 23B 23B EAST STAIR 1" 5 3/8" UNIT A1 202 UNIT A2 203 UNIT A3 204 UNIT A4 205 UNIT D1 206UNIT D2 207 UNIT D3 208 UNIT B1 209 19A 19A 1 HOUR RATED WALL ASSEMBLY ADJACENT TO PROPERTY LINE 1 HOUR RATED WALL ASSEMBLY ADJACENT TO PROPERTY LINE 1 HOUR RATED WALL ASSEMBLY ADJACENT TO PROPERTY LINE 1 1 1 1 W11B 1 5'-10 3/8" 4'-8" A701 2 P23P23 P23 P23 P23 P23 P23 P23 36'-10 5/8" 2'-4 1/2" ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" 2ND FLOOR EAST ENLARGED PLAN A407 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT PLAN KEYNOTES P1STANDBY GENERATOR P2CONCRETE FILLED STEEL BOLLARD(S), SEE DETAIL X/A500 P3ACCESS VEHICLE CONTROL BARRIER GATE, LIFTMASTER MAT W/ 10FT ARM P4STORAGE LOCKERS P5TRASH COMPACTOR, MINI-MAC MODEL BY MARATHON 5A P6TRASH COMPACTOR TRASH BIN, MINI MAC MODEL BY MARATHON 5A P7FDC CONNECTION, SEE FIRE PROTECTION DWGS P8PATIO, CONCRETE PLINTH W/ PLANTERS & PRECAST CONCRETE BENCHES, SEE LANDSCAPE DRWGS P9WOOD SLAT FENCE P10PAINTED STEEL + GLASS CANOPY P11RECYCLING CHUTE WITH 15% PADDED OFFSET @ BOTTOM BY CHUTES INTERNATIONAL P12RECESSED FIRE EXTINGUISHER CABINET W/GLASS DOOR P13REAR DRAIN TOILET, Units 211-216 only P14CUSTOM MILLWORK RECESSED SHELF AT TYPE 5C BATHROOMS ONLY, SEE SHEET 5B/A602 P15FACTORY PAINTED ALUMINUM SUN SCREEN LOUVERS P16ROOF DECK DRAIN, SEE PLUMBING DRWGS P17PAINTED STEEL GUARDRAIL P18GENERATOR EXHAUST SHAFT, SEE MECH. DWGS P19MIN. 24" WIDE ALUM. OR GALV. STL. LADDER (U200 BY UPNOVR OR SIMILAR) P20SURFACE MOUNTED FIRE EXTINGUISHER CABINET W/ GLASS DOOR P21INTERIOR WINDOW, SEE WINDOW SCHEDULE P22ALL COLUMNS TO BE 3HR FIRE RATED SEE DETAILS ON SHEET A510 P23MANIFOLD/WATER METER WALL-MOUNTED 30"x30" PTD ACCESS PANEL, FRAMELESS, BOTTOM SILL MOUNTED AT 9" A.F.F. IN ALL BATHROOMS (BEHIND DOOR SWING), HALLWAYS (CENTERED ON WALL) AND CLOSET (AT CORNER) LOCATIONS. TYPICAL UNITS SHOWN AT 2ND FLOOR ENLARGED PLAN. ANY CONFLICTS TO BE COORDINATED WITH ARCHITECT. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 SD OS OS SD SD SD SD OS PS SD /1A406_R /1A408_R UNIT A1 202 UNIT A2 203 UNIT A3 204 UNIT A4 205 SOUTH CORRIDOR 240 UNIT D1 206 UNIT D2 207 UNIT B1 209 UNIT D3 208 TELECOM 236 EAST STAIR EQ EQ EQEQ UHUHUHUH UK UK UBUBUH UVUV UH UE UE USUS UHUH UK UBUH UV UE US EQ EQ 3'-0" 3'-0" EQEQ 3'-0" 3'-0" 3'-0" 3'-0" EQ EQ EQ EQ EQ 4'-0" EQ EQ UBUB UB UV USUC UV US UB UB UHUH UH UK UK UK UE UH EQEQ UE UB UB UB UB UB UB UHUH UKUK UH US UV UBUC US UV 3'-6"3'-6" UK UK UKUH UE UH UB UB UH UK UH UH EQEQ 3'-0" US UV EQEQ US UH UKUK UE UHUHUB UC UV UB UB UBUB US UH US UV EQEQ UHUH EQEQEQ UH 3'-6" UK 3'-6" 3'-0" 3'-0" 3'-0" 1'-9" 1'-9" UV EQ 2'-0" 2'-0" UP UP 4'-6" 1'-9" 1'-9" 3'-0" UPUP 4'-0" EQ EQEQ 2'-0" 2'-0" EQ EQ EQEQ 2'-0" 8" 2'-0" 8" 2'-0" EQ EQ EQ EQ EQEQ EQ EQ EQ EQ 3'-0" EQEQ EQEQ 3'-0" 4'-6" EQEQ EQEQ 3'-0" 4'-11 7/8"4'-11 1/8" 3'-0" 2'-11 5/8" EQEQ 3'-0" EQEQ 3'-6" EQEQ UH EQEQ EQEQ EQEQ EQEQ EQEQ EQEQ EQ EQ 3'-0" 3'-6" 1'-2" 1'-2" 2'-0" EQ EQEQ SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS 1. FOR OFFSETS OF SHAFT RISERS, PROVIDE CONTINUOUS 2HR RATED GWB ENCLOSURES ON ALL SIDES, FOR LOCATION SEE MECHANICAL DWGS. 2. ALL CONDUIT FOR CEILING MOUNTED FIXTURES OR DEVICES IN AREAS WITH EXPOSED CONCRETE CEILINGS SHALL BE CAST IN CONCRETE SLAB FOR CONCEALMENT. CONDUIT FOR FLOOR MOUNTED POWER, PHONE AND DATA RECEPTACLES SHALL BE CAST IN SLAB AS REQ'D. 3. PROVIDE CONTROL JOINTS IN SUSPENDED GYPSUM BOARD CEILING AS SHOWN AND/OR AS REQ'D BY CEILING CONSTRUCTION. LOCATIONS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. ALIGN WALL & CEILING CONTROL JOINTS WHERE POSSIBLE. 4. CONTRACTOR SHALL PROVIDE ACCESS PANELS IN SUSPENDED GYP BOARD CEILING AS SHOWN ON ARCH & MEP DRAWINGS AND/OR AS REQ'D TO SERVICE MEP/FP SYSTEMS & EQUIPMENT. LOCATIONS NOT SHOWN ON ARCH OR MEP DRAWINGS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. 5. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS, ETC. FOR ALL CEILING MOUNTED ACCESS PANELS, CEILING TRIM, LIGHT FIXTURES, WINDOW TREATMENTS & OTHER EQUIPMENT OR DEVICES AS REQ'D. 6. REFER TO ARCH. DRAWINGS FOR LIGHT FIXTURES LOCATIONS. 7. REFER TO MECH. DRAWINGS FOR LOCATION & SIZE OF HVAC DUCTS & DIFFUSERS. 8. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPE, SWITCHING & LAMPING. 9. REFER TO INTERIOR DRAWINGS FOR ADD'L CEILING FINISH INFORMATION 10. INSTALL ALL INSULATION PER MANUFACTURER'S INSTRUCTIONS. CONTRACTOR TO HAVE INSTRUCTIONS AVAILABLE FOR INSPECTION. 11. SPRINKLERS TO BE ORTHOGONALLY ALIGNED WITH AND EQUALLY SPACED BETWEEN OTHER BUILDING ELEMENTS (I.E. LIGHTS, DIFFUSERS, DOORWAYS, CEILINGS, BULKHEADS) AND EVENLY SPACED AND ALIGNED WITH EACH OTHER. CONFIRM ALL LOCATIONS W/ ARCHITECT PRIOR TO INSTALLATION. RECESSED LIGHT FIXTURE COVE LIGHT / ART WALL WASH (ACLC) -V.I.F. RECESSED STRIP LIGHT W/ LENS, FACING SIDE (CLC) -V.I.F. SURFACE MOUNT DOWNLIGHT WALL SCONCE SPEAKER -SEE AV DWGS FOR TYPES (FINISH TO MATCH ADJACENT CLG. OR WALL, U.N.O.) SPEAKER/STROBE -SEE ELEC. DWGS OCCUPANCY SENSOR SEE ELEC. DWGS PHOTO SENSOR -SEE ELEC. DWGS EXIT SIGN -SEE ELEC. DWGS SMOKE DETECTOR -SEE ELEC. DWGS CENTERLINE RETURN -SEE MECH. DWGS EXHAUST/SUPPLY -SEE MECH. DWGS PS OS SD RCP LEGEND RCP GRAPHIC KEY RCP GENERAL NOTES EXPOSED CONCRETE CEILING SLAB 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-4 1/2" AFF 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-0" AFF SURFACE MOUNT DOWNLIGHT, WET LOCATION PENDANT 1/2" GYPSUM BOARD CEILING, PTD. (U.N.O.); HT 7'-10" AFF ELEC. PANEL -SEE ELEC. DWGS TELECOM PANEL -SEE ELEC. DWGS INTERCOM -SEE ELEC. DWGS ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" 2ND FLOOR EAST ENLARGED RCP A407_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET ADJUSTED PER ARCH. BACKGROUND CHANGES. ACCESS PANELS, SMOKE DETECTORS, OCCUPANCY SENSORS ADDED FOR CLARIFICATION. 1 1 1 ALL INTERCOM PANELS REMOVED. 1 EQEQ 3'-0" OS SD SEE ID413_R UV US UH UH ALIGN /1A407 /1A409 T01 007 A T01 007 A T01 007 A T01 007 A T01 007 A T01 007 A T01 007 A T01 007 A 01 001 A 11 004 A 06 001 A 05 002 E 13 005 B 11 004 A 06 001 A W2B W2A W2A W2B W1D W2A W2A W2A W2A W2B 6'-6 1/8".5'-3 1/8".4'-0 1/2"6'-4" 2'-0" . 12'-10 1/2" . 9'-0" 4'-6 7/8" . 9'-11" . 9'-7 1/4" 4'-6".5'-6" 6'-0" 7'-0 7/8" 5'-6 1/8" 06 001 A 07 003 C 16 006 D W2B W1D W1D W2A W2B W2A W2B W2A 16 006 D 2'-0".9'-8 1/2"10"9'-11" 5'-2" . 5'-10 3/4" . 2'-10" 10'-5 3/4" 2'-7" 6'-0".4'-5".2'-0" 5'-6".1'-0"3'-4 3/4"3'-0 1/8" 16 006 D 06 001 A 13 005 B 07 003 C W1D W1D W2B W2A W2A W2A W2B 2'-0".4'-0 7/8".6'-0" 2'-8 1/4".3'-4 5/8"1'-0".5'-6" 9'-11" 10" 9'-8 1/2" . 2'-0" 2'-7".2'-10"3'-10 1/2"4'-6 3/4"5'-5 1/4"5'-2 1/4" 07 003 C W2A W2A 16 006 D 13 005 B 06 001 A W1D W2B W1D W2A W2B W2A 6'-0".4'-0 3/4".2'-0" 2'-0".9'-8 1/2"10"9'-11" 5'-6".1'-0"3'-4 5/8"3'-0 3/4" 5'-3" . 4'-6 3/4" 5'-5 1/4" 2'-10" 6'-9 7/8" 2'-7" 07 003 C 16 006 D 06 001 A 13 005 B 07 003 C W1D W1D W2B W2A W2A W2A W2B 2'-0".4'-0 7/8".6'-0" 2'-8 1/4".3'-4 5/8"1'-0".5'-6" 9'-11" 10" 9'-8 1/2" . 2'-0" 2'-7".2'-10"3'-10 1/2"4'-6 3/4"5'-5 1/4"5'-2 1/4" 16 006 D 13 005 B 06 001 A W1D W2B W1D W2A W2B W2A 6'-0".4'-0 3/4".2'-0" 2'-0".9'-8 1/2"10"9'-11" 5'-6".1'-0"3'-4 5/8"3'-0 3/4" 5'-3" . 4'-6 3/4" 5'-5 1/4" 2'-10" 6'-9 7/8" 2'-7" 07 003 C 16 006 D 06 001 A 13 005 B 07 003 C W1D W1D W2B W2A W2A W2A W2B 2'-0".4'-0 7/8".6'-0" 2'-8 1/4".3'-4 5/8"1'-0".5'-6" 9'-11" 10" 9'-8 1/2" . 2'-0" 2'-7".2'-10"3'-10 1/2"4'-6 3/4"5'-5 1/4"5'-2 1/4" 06 001 A 16 006 D 12 005 B 07 003 C W1D W2A W2B W2A W2A W2A W2B W2A 2'-0".9'-5".9'-11" 5'-6".1'-0"3'-4 5/8"3'-0 3/4" 6'-0".4'-0 3/4".2'-0" 5'-2" . 3'-3 1/8" 5'-5 1/4" 2'-10" 6'-9 7/8" 2'-7" KITCHEN TYPE 4A BATH TYPE 2B BATH TYPE 1C KITCHEN TYPE 3A BATH TYPE 1A KITCHEN TYPE 3A BATH TYPE 1A KITCHEN TYPE 3A BATH TYPE 1A KITCHEN TYPE 3A BATH TYPE 1A KITCHEN TYPE 3A BATH TYPE 1A KITCHEN TYPE 3A BATH TYPE 1A BATH TYPE 1A KITCHEN TYPE 3A W2A W1D W1D W1D W1D W1D W1D 5 A303 2 A304 3 A304 4 A304 7 A304 3 A305 6 A304 23B 1B W15 W15 W15 W15 W15 W11C W11C W11C W11C W11C W11D W11C W11C W11C W11C W11C W11C W11D W11C W11C W11C W11C W11C W11D W11C W11C W11C 23B 23B SOUTH CORRIDOR 240 T04 010 A 4'-7 3/4" . 39'-0 1/2" 4'-7 3/4" . 39'-0 1/2" .11'-9 1/2".11'-9 5/8".11'-9 1/2".11'-9 5/8".11'-9 1/2".11'-9 5/8".11'-8".12'-7 1/2".10'-4 1/2" 7'-6 7/8"4'-1"93'-0 3/8"5'-0 3/8" 1'-4 5/8" 23B 1B W1B T01 007 A T01 007 A T01 007 A T01 007 A T07 011 A W15 W11D W11D W11C T03 009 G P12 P12 P10 W11C W11C W11C W11C W11C W11C 1 1/8" 0" P13P13 P13 P13 P13 P13 UNIT D4 210 UNIT A5 211 UNIT A6 212 UNIT A7 213 UNIT A6 214 UNIT A7 215 UNIT A6 216 UNIT A8 217 1 111 1 1 A701 3 P23 P23 P23 P23 P23 P23 P23 P23 8'-4 7/8" 36'-10 5/8" ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" 2ND FLOOR SOUTH ENLARGED PLAN A408 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT PLAN KEYNOTES P1STANDBY GENERATOR P2CONCRETE FILLED STEEL BOLLARD(S), SEE DETAIL X/A500 P3ACCESS VEHICLE CONTROL BARRIER GATE, LIFTMASTER MAT W/ 10FT ARM P4STORAGE LOCKERS P5TRASH COMPACTOR, MINI-MAC MODEL BY MARATHON 5A P6TRASH COMPACTOR TRASH BIN, MINI MAC MODEL BY MARATHON 5A P7FDC CONNECTION, SEE FIRE PROTECTION DWGS P8PATIO, CONCRETE PLINTH W/ PLANTERS & PRECAST CONCRETE BENCHES, SEE LANDSCAPE DRWGS P9WOOD SLAT FENCE P10PAINTED STEEL + GLASS CANOPY P11RECYCLING CHUTE WITH 15% PADDED OFFSET @ BOTTOM BY CHUTES INTERNATIONAL P12RECESSED FIRE EXTINGUISHER CABINET W/GLASS DOOR P13REAR DRAIN TOILET, Units 211-216 only P14CUSTOM MILLWORK RECESSED SHELF AT TYPE 5C BATHROOMS ONLY, SEE SHEET 5B/A602 P15FACTORY PAINTED ALUMINUM SUN SCREEN LOUVERS P16ROOF DECK DRAIN, SEE PLUMBING DRWGS P17PAINTED STEEL GUARDRAIL P18GENERATOR EXHAUST SHAFT, SEE MECH. DWGS P19MIN. 24" WIDE ALUM. OR GALV. STL. LADDER (U200 BY UPNOVR OR SIMILAR) P20SURFACE MOUNTED FIRE EXTINGUISHER CABINET W/ GLASS DOOR P21INTERIOR WINDOW, SEE WINDOW SCHEDULE P22ALL COLUMNS TO BE 3HR FIRE RATED SEE DETAILS ON SHEET A510 P23MANIFOLD/WATER METER WALL-MOUNTED 30"x30" PTD ACCESS PANEL, FRAMELESS, BOTTOM SILL MOUNTED AT 9" A.F.F. IN ALL BATHROOMS (BEHIND DOOR SWING), HALLWAYS (CENTERED ON WALL) AND CLOSET (AT CORNER) LOCATIONS. TYPICAL UNITS SHOWN AT 2ND FLOOR ENLARGED PLAN. ANY CONFLICTS TO BE COORDINATED WITH ARCHITECT. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 OSSD OS SD SD SD OS OS PS SD /1A407_R /1A409_R UNIT A8 217 UNIT A6 216 UNIT A7 215 UNIT A6 214 UNIT A7 213 UNIT A6 212 UNIT A5 211 UNIT D4 210 /1A409_R SOUTH CORRIDOR 240 UH UHUB UK UHUH US UE UV EQ EQ UB UB UB UB UC UK UHUH UC EQEQ 3'-0" US EQEQ 3'-0" 3'-0" EQEQ EQEQ UE UH US UV UV UH UHUB UK UHUH US UE UV UHUB UK UHUH US UE UV UK UH UH US UV UE UH UH UB EQ EQ UBUH UH UE US UV UHUH UK UBUH UH UE US UV UHUH UK UE UH US UBUH UK UH EQ EQ UH UH EQEQ EQ EQ UV UH UH UH EQEQ EQ EQ EQEQ UH EQ EQ EQ EQ EQEQ UH EQ EQ EQEQ EQ EQ EQ EQ EQEQ 3'-0" 3'-0" 3'-6" UH UK EQEQ2'-0" EQ EQ EQ EQ EQEQ EQEQ EQEQ EQEQ EQEQ EQ EQ EQEQ EQ EQ EQ EQ EQEQ EQEQ EQEQ EQEQ EQ EQ EQ EQEQ 3'-0" EQEQ EQEQ EQEQEQEQ EQ EQ EQEQ EQEQ UH UH SEE ID415_R 1. FOR OFFSETS OF SHAFT RISERS, PROVIDE CONTINUOUS 2HR RATED GWB ENCLOSURES ON ALL SIDES, FOR LOCATION SEE MECHANICAL DWGS. 2. ALL CONDUIT FOR CEILING MOUNTED FIXTURES OR DEVICES IN AREAS WITH EXPOSED CONCRETE CEILINGS SHALL BE CAST IN CONCRETE SLAB FOR CONCEALMENT. CONDUIT FOR FLOOR MOUNTED POWER, PHONE AND DATA RECEPTACLES SHALL BE CAST IN SLAB AS REQ'D. 3. PROVIDE CONTROL JOINTS IN SUSPENDED GYPSUM BOARD CEILING AS SHOWN AND/OR AS REQ'D BY CEILING CONSTRUCTION. LOCATIONS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. ALIGN WALL & CEILING CONTROL JOINTS WHERE POSSIBLE. 4. CONTRACTOR SHALL PROVIDE ACCESS PANELS IN SUSPENDED GYP BOARD CEILING AS SHOWN ON ARCH & MEP DRAWINGS AND/OR AS REQ'D TO SERVICE MEP/FP SYSTEMS & EQUIPMENT. LOCATIONS NOT SHOWN ON ARCH OR MEP DRAWINGS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. 5. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS, ETC. FOR ALL CEILING MOUNTED ACCESS PANELS, CEILING TRIM, LIGHT FIXTURES, WINDOW TREATMENTS & OTHER EQUIPMENT OR DEVICES AS REQ'D. 6. REFER TO ARCH. DRAWINGS FOR LIGHT FIXTURES LOCATIONS. 7. REFER TO MECH. DRAWINGS FOR LOCATION & SIZE OF HVAC DUCTS & DIFFUSERS. 8. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPE, SWITCHING & LAMPING. 9. REFER TO INTERIOR DRAWINGS FOR ADD'L CEILING FINISH INFORMATION 10. INSTALL ALL INSULATION PER MANUFACTURER'S INSTRUCTIONS. CONTRACTOR TO HAVE INSTRUCTIONS AVAILABLE FOR INSPECTION. 11. SPRINKLERS TO BE ORTHOGONALLY ALIGNED WITH AND EQUALLY SPACED BETWEEN OTHER BUILDING ELEMENTS (I.E. LIGHTS, DIFFUSERS, DOORWAYS, CEILINGS, BULKHEADS) AND EVENLY SPACED AND ALIGNED WITH EACH OTHER. CONFIRM ALL LOCATIONS W/ ARCHITECT PRIOR TO INSTALLATION. RECESSED LIGHT FIXTURE COVE LIGHT / ART WALL WASH (ACLC) -V.I.F. RECESSED STRIP LIGHT W/ LENS, FACING SIDE (CLC) -V.I.F. SURFACE MOUNT DOWNLIGHT WALL SCONCE SPEAKER -SEE AV DWGS FOR TYPES (FINISH TO MATCH ADJACENT CLG. OR WALL, U.N.O.) SPEAKER/STROBE -SEE ELEC. DWGS OCCUPANCY SENSOR SEE ELEC. DWGS PHOTO SENSOR -SEE ELEC. DWGS EXIT SIGN -SEE ELEC. DWGS SMOKE DETECTOR -SEE ELEC. DWGS CENTERLINE RETURN -SEE MECH. DWGS EXHAUST/SUPPLY -SEE MECH. DWGS PS OS SD RCP LEGEND RCP GRAPHIC KEY RCP GENERAL NOTES EXPOSED CONCRETE CEILING SLAB 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-4 1/2" AFF 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-0" AFF SURFACE MOUNT DOWNLIGHT, WET LOCATION PENDANT 1/2" GYPSUM BOARD CEILING, PTD. (U.N.O.); HT 7'-10" AFF ELEC. PANEL -SEE ELEC. DWGS TELECOM PANEL -SEE ELEC. DWGS INTERCOM -SEE ELEC. DWGS ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" 2ND FLOOR SOUTH ENLARGED RCP A408_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET ADJUSTED PER ARCH. BACKGROUND CHANGES. ACCESS PANELS, SMOKE DETECTORS, OCCUPANCY SENSORS ADDED FOR CLARIFICATION. 1 1 1 ALL INTERCOM PANELS REMOVED. 1 EQ EQ EQEQ ALIGN ALIGNALIGN ALIGN ALIGN ALIGN /1A406 T01 007 A T01 007 A T01 007 A T01 007 A T01 007 A T01 007 A T01 007 A T01 007 A 10 003 A 06 001 A 06 001 A 11 004 A 03 002 E 06 001 A 11 004 A 09 003 A 01 001 A 07 003 C 06 001 A 01 001 A 17 006 D 13 005 B 01 001 A 11 004 A 06 001 A 01 001 A 09 003 A 17 006 D 06 001 A 07 003 C 06 001 A 01 001 A 11 004 A 07 003 C 13 005 B 06 001 A 06 001 A 13 005 B 07 003 C W2A W2A W2A W2B W2A W2B W2A W2A W2A W1D W2B W2B W2A W2B W2A W2A W2A W2A W2A W2A W2A W2B W2A W2B W2A W2A W2B W2A W1D W2A W1D W2A W2A W2A W2B W1D W2A W2A W2A W2B W2A W1D W2A W2A 3'-0".6'-2 1/8".9'-0".4'-9 1/4" 3'-2 1/2" . 10'-2 5/8" 2'-7 1/2" . 6'-11 1/2" 2'-0".11'-9 1/4" 5'-6"3'-1".2'-9 3/4" 3'-0" 3'-0".5'-6" .2'-0".5'-6".3'-0".8'-11 1/2" 4'-6 1/2".7'-11" 9'-0" 9'-0".2'-0".6'-4 1/2" 2'-9".3'-1"6'-0" 4'-8" 3'-1" 5'-4".6'-0" 10'-0 1/2" . 9'-11" . 3'-0" 2'-6".7'-2 1/2".5'-3 1/2".6'-4" 9'-9".2'-0".3'-8".6'-0" 3'-0" 9'-11" 6'-0".4'-1 3/8".2'-0" 2'-7" . 2'-10" 3'-10 1/2" 4'-6 7/8" 5'-5 1/4" 5'-2 1/8" 5'-2 7/8".4'-6 7/8"5'-5 3/8"2'-10"6'-10"2'-7" 9'-11" 2'-0".4'-0 1/8".6'-0" 5'-2 7/8".4'-6 7/8"5'-7 3/8"2'-10"6'-8"2'-6 3/8" 2'-0".4'-0 3/4".6'-0" 07 003 C 3'-1" W2B W1D 2'-0".9'-5".9'-11" 06 001 A 07 003 C 09 003 A 14 005 B 06 001 A 05 002 E W2B W2A W2A W2A W2B W2A W2B W2A 6'-0".3'-1".5'-2 3/8".3'-0" 13'-2 3/4".2'-0".3'-2 1/8" 9'-5 5/8".7'-0" 3'-0" . 3'-5 1/2" . 2'-6 1/8" 6'-11 3/8" 7'-2".4'-10".3'-0" 13 005 B 07 003 C 06 001 A W2A W2B W2A W1D W2A W2A 9'-11" 06 001 A 13 005 B 07 003 C W2B W2B W1D W2A W2A 9'-11" 6'-0".4'-0 7/8".1'-11 7/8" 2'-7" . 2'-10" 3'-10 1/2" 4'-6 7/8" 5'-5 3/8" 5'-2 1/8" 3'-0" W1D W1D BATH TYPE 2B BATH TYPE 3A KITCHEN TYPE 2C BATH TYPE 6A KITCHEN TYPE 2A BATH TYPE 5A BATH TYPE 2B KITCHEN TYPE 2B KITCHEN TYPE 7C BATH TYPE 1A BATH TYPE 4A KITCHEN TYPE 1A BATH TYPE 1A KITCHEN TYPE 1A BATH TYPE 1A BATH TYPE 1.1 KITCHEN TYPE 1A KITCHEN TYPE 1A BATH TYPE 1A W2A W2B W2A W2A 13 005 B W2A 4'-7" W2A 4'-7" W2A 4'-7" W2A 4'-7" 2 A307 3 A307 W15 W15 W15 W15 W15 W15 W11D W11D W11D W11D W15W15 W11C W11C W11D W11C W11C W11C W11C 23B 23B 23B 23B 29'-7 1/2".18'-6 7/8".24'-0 7/8". 49'-4" 33'-6 3/8" . 4'-7 3/8" . 28'-1 1/8" 30'-4 1/4".35'-10 5/8" 4 A306 4 A305 3 A306 23'-11 1/4".11'-9 1/2".11'-9".11'-10 1/8".11'-9 5/8". W11C W11C W11C W11C W11C W11C W17 W17 W17 W11C W11D W11C P12 W11D 2'-2 5/8" 10'-8 3/4" 10'-3 3/4" 1'-4 1/8" 1'-1 1/8" 9'-2 1/4" UNIT D5 218 UNIT B2 219 UNIT D7 221 UNIT A9 222 UNIT A10 223 UNIT A9 224 UNIT A10 225 UNIT D6 220 5 A100.1 1 HOUR RATED WALL ASSEMBLY ADJACENT TO PROPERTY LINE 1 1 1 1 P23 P23 P23 P23 P23P23P23 P23 12'-11 1/8" ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" 2ND FLOOR WEST ENLARGED PLAN A409 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT PLAN KEYNOTES P1STANDBY GENERATOR P2CONCRETE FILLED STEEL BOLLARD(S), SEE DETAIL X/A500 P3ACCESS VEHICLE CONTROL BARRIER GATE, LIFTMASTER MAT W/ 10FT ARM P4STORAGE LOCKERS P5TRASH COMPACTOR, MINI-MAC MODEL BY MARATHON 5A P6TRASH COMPACTOR TRASH BIN, MINI MAC MODEL BY MARATHON 5A P7FDC CONNECTION, SEE FIRE PROTECTION DWGS P8PATIO, CONCRETE PLINTH W/ PLANTERS & PRECAST CONCRETE BENCHES, SEE LANDSCAPE DRWGS P9WOOD SLAT FENCE P10PAINTED STEEL + GLASS CANOPY P11RECYCLING CHUTE WITH 15% PADDED OFFSET @ BOTTOM BY CHUTES INTERNATIONAL P12RECESSED FIRE EXTINGUISHER CABINET W/GLASS DOOR P13REAR DRAIN TOILET, Units 211-216 only P14CUSTOM MILLWORK RECESSED SHELF AT TYPE 5C BATHROOMS ONLY, SEE SHEET 5B/A602 P15FACTORY PAINTED ALUMINUM SUN SCREEN LOUVERS P16ROOF DECK DRAIN, SEE PLUMBING DRWGS P17PAINTED STEEL GUARDRAIL P18GENERATOR EXHAUST SHAFT, SEE MECH. DWGS P19MIN. 24" WIDE ALUM. OR GALV. STL. LADDER (U200 BY UPNOVR OR SIMILAR) P20SURFACE MOUNTED FIRE EXTINGUISHER CABINET W/ GLASS DOOR P21INTERIOR WINDOW, SEE WINDOW SCHEDULE P22ALL COLUMNS TO BE 3HR FIRE RATED SEE DETAILS ON SHEET A510 P23MANIFOLD/WATER METER WALL-MOUNTED 30"x30" PTD ACCESS PANEL, FRAMELESS, BOTTOM SILL MOUNTED AT 9" A.F.F. IN ALL BATHROOMS (BEHIND DOOR SWING), HALLWAYS (CENTERED ON WALL) AND CLOSET (AT CORNER) LOCATIONS. TYPICAL UNITS SHOWN AT 2ND FLOOR ENLARGED PLAN. ANY CONFLICTS TO BE COORDINATED WITH ARCHITECT. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 SDSD OS OS PS SD /1A406_R UNIT A10 223 UNIT A9 224 UNIT A10 225 UNIT B2 219 UNIT D5 218 UNIT D6 220 UNIT D7 221 SOUTH CORRIDOR 240 EQEQ EQEQ EQ EQ EQEQ UH UK UK UK UH US UBUB UH UH UE UV UHUK UK UH UK UBUB UBUB UBUB 3'-0" UC US UE 3'-0" UV 4'-6" 4'-6" EQ EQ 3'-0"3'-0" EQ EQ US UV UHUH UK UH UB UB UV US UH UK UE 3'-0" 3'-0" UV UH UH EQEQ EQEQ 3'-0" 3'-0" UH UK UK UK UH UV US UE UBUB UBUB US UC EQEQ 3'-6"3'-6" UC UV EQ EQ 3'-0" UP UP EQ EQ EQ EQ EQ EQ 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 1'-9" 1'-9" 2'-6" US UH UV UK UH UE UHUH UH US UH UV UK UH UHUH UH UH EQEQ UH UH UHUK UH UH UE US UV UH UH UH UHUK UH UH UE US UV UH EQEQ 2'-0" 4'-6" 2'-0" 8" UV 4'-6" EQEQ EQEQ EQEQ 3'-0" EQEQ EQEQ 2'-6" 2'-0" 2'-0" EQ EQ 3'-0" 2'-6" 2'-6" 3'-0" EQEQ 3'-0" EQ EQ EQ EQ 2'-0" EQEQ EQ EQ UH UH UHUK UH UH UE US UV UH EQ EQ US UH UV UK UH UE UHUH UH UH EQEQ EQEQ 2'-0" EQEQ EQEQ EQEQ UC US EQEQ SEE ID417_R E6E6E6E6 UNIT A9 222 REFER TO UNIT 222 FOR DIMENSIONS REFER TO UNIT 223 FOR DIMENSIONS 1. FOR OFFSETS OF SHAFT RISERS, PROVIDE CONTINUOUS 2HR RATED GWB ENCLOSURES ON ALL SIDES, FOR LOCATION SEE MECHANICAL DWGS. 2. ALL CONDUIT FOR CEILING MOUNTED FIXTURES OR DEVICES IN AREAS WITH EXPOSED CONCRETE CEILINGS SHALL BE CAST IN CONCRETE SLAB FOR CONCEALMENT. CONDUIT FOR FLOOR MOUNTED POWER, PHONE AND DATA RECEPTACLES SHALL BE CAST IN SLAB AS REQ'D. 3. PROVIDE CONTROL JOINTS IN SUSPENDED GYPSUM BOARD CEILING AS SHOWN AND/OR AS REQ'D BY CEILING CONSTRUCTION. LOCATIONS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. ALIGN WALL & CEILING CONTROL JOINTS WHERE POSSIBLE. 4. CONTRACTOR SHALL PROVIDE ACCESS PANELS IN SUSPENDED GYP BOARD CEILING AS SHOWN ON ARCH & MEP DRAWINGS AND/OR AS REQ'D TO SERVICE MEP/FP SYSTEMS & EQUIPMENT. LOCATIONS NOT SHOWN ON ARCH OR MEP DRAWINGS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. 5. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS, ETC. FOR ALL CEILING MOUNTED ACCESS PANELS, CEILING TRIM, LIGHT FIXTURES, WINDOW TREATMENTS & OTHER EQUIPMENT OR DEVICES AS REQ'D. 6. REFER TO ARCH. DRAWINGS FOR LIGHT FIXTURES LOCATIONS. 7. REFER TO MECH. DRAWINGS FOR LOCATION & SIZE OF HVAC DUCTS & DIFFUSERS. 8. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPE, SWITCHING & LAMPING. 9. REFER TO INTERIOR DRAWINGS FOR ADD'L CEILING FINISH INFORMATION 10. INSTALL ALL INSULATION PER MANUFACTURER'S INSTRUCTIONS. CONTRACTOR TO HAVE INSTRUCTIONS AVAILABLE FOR INSPECTION. 11. SPRINKLERS TO BE ORTHOGONALLY ALIGNED WITH AND EQUALLY SPACED BETWEEN OTHER BUILDING ELEMENTS (I.E. LIGHTS, DIFFUSERS, DOORWAYS, CEILINGS, BULKHEADS) AND EVENLY SPACED AND ALIGNED WITH EACH OTHER. CONFIRM ALL LOCATIONS W/ ARCHITECT PRIOR TO INSTALLATION. RECESSED LIGHT FIXTURE COVE LIGHT / ART WALL WASH (ACLC) -V.I.F. RECESSED STRIP LIGHT W/ LENS, FACING SIDE (CLC) -V.I.F. SURFACE MOUNT DOWNLIGHT WALL SCONCE SPEAKER -SEE AV DWGS FOR TYPES (FINISH TO MATCH ADJACENT CLG. OR WALL, U.N.O.) SPEAKER/STROBE -SEE ELEC. DWGS OCCUPANCY SENSOR SEE ELEC. DWGS PHOTO SENSOR -SEE ELEC. DWGS EXIT SIGN -SEE ELEC. DWGS SMOKE DETECTOR -SEE ELEC. DWGS CENTERLINE RETURN -SEE MECH. DWGS EXHAUST/SUPPLY -SEE MECH. DWGS PS OS SD RCP LEGEND RCP GRAPHIC KEY RCP GENERAL NOTES EXPOSED CONCRETE CEILING SLAB 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-4 1/2" AFF 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-0" AFF SURFACE MOUNT DOWNLIGHT, WET LOCATION PENDANT 1/2" GYPSUM BOARD CEILING, PTD. (U.N.O.); HT 7'-10" AFF ELEC. PANEL -SEE ELEC. DWGS TELECOM PANEL -SEE ELEC. DWGS INTERCOM -SEE ELEC. DWGS ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" 2ND FLOOR WEST ENLARGED RCP A409_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET ADJUSTED PER ARCH. BACKGROUND CHANGES. ACCESS PANELS, SMOKE DETECTORS, OCCUPANCY SENSORS ADDED FOR CLARIFICATION. 1 11 1 1 ALL INTERCOM PANELS REMOVED. 1 ALIGN ALIGN ALIGN /1A406 T01 007 A T01 007 A T01 007 A T01 007 A T01 007 A 12 A428 13 A428 06 001 A 07 003 C 10 003 A 01 001 A 11 004 A W2A W2A W2B W1D W2A W2A W2A W16 W16 W16 8'-11 3/8" . 3'-0" 6'-6" . 3'-0" 3'-7 1/2".3'-0" 7'-0" 5'-6 1/2" 2'-0".3'-0" 10 003 A 08 003 A 01 001 A 07 003 C 06 001 A 09 003 A 01 001 A 09 003 A 06 001 A 06 001 A 15 006 D W1D W2A W2A W2A W2A W2B W2A W2A W2A W2A W2AW1D W2A 2'-4" . 3'-4 1/2" . 5'-6 1/2" 2'-0".5'-7 1/4" 9'-0" . 5'-2 5/8" . 2'-4" . 9'-1 1/2" . 3'-0" . 9'-11" 1'-2 1/2". 2'-1 1/2" . 3'-5" . 3'-7 1/2" 2'-0".6'-0" 5'-0 1/4".3'-0" 11 004 A 01 001 A 06 001 A 06 001 A 07 003 C 01 001 A 17 006 D 10 003 A W2A W2A W2A W1D W2A W2A W2A W2A W1D 2'-0"...3'-0".9'-11".11'-10 1/2" 6'-0".4'-11 1/2" 6'-0".3'-8".2'-0" 3'-0" 11 004 A 06 001 A 01 001 A 10 003 A 14 005 B 06 001 A 01 001 A 06 001 A 11 004 A 07 003 C W2A W2A W1D W2A W2A W2A W2A 1B 5'-8 3/4".3'-1"8'-0".2'-0".5'-4 1/2".3'-0".9'-9 5/8".4'-5" 5'-6". 3'-1 1/2".2'-0" 7'-0" 3'-8 1/2".1'-0" 6'-6 1/2"4'-5 3/8".8'-4 1/2".4'-8".6'-10" 11'-3 5/8" BATH TYPE 5B KITCHEN TYPE 2C BATH TYPE 5B BATH TYPE 1A KITCHEN TYPE 7D BATH TYPE 2C KITCHEN TYPE 8A BATH TYPE 1A BATH TYPE 4.1A BATH TYPE 2D KITCHEN TYPE 5A BATH TYPE 5C 11 004 A 07 003 C 01 001 A 13 005 B 06 001 A 17 006 D 01 001 A 06 001 A W2A W2A W2A W1D W2A W2A W2A W1D 11'-0" . 9'-11" . 3'-0" 2'-0".3'-8".6'-0" 3'-0" 3'-11 1/4".6'-0" BATH TYPE 1A BATH TYPE 4B 5'-11 1/2" . 4'-8" . 7'-0" . 5'-8 7/8" 1'-1 5/8"7'-10" KITCHEN TYPE 2C 10 003 A 06 001 A 10 003 A W1D W2A W2A 1B .3'-7 1/4".3'-4" BATH TYPE 1E 9'-7 3/4" 2 A308 4 A308 3 A309 W11B W11B W11B W11B W16 W11D W11D W11D W14B W11D W11D 1B 23B T04 010 A .28'-4 1/8".40'-7 5/8".38'-7" 21'-9 1/8".21'-6 7/8" 49'-11 1/8" 8'-2 1/2" 10'-1 1/8" 3'-1 1/2" 5 A308 43'-1 3/8" . 46'-7 7/8" 9'-4 1/2" A510 1 010 A W15 A510 2 A510 3 P12 23B NORTH STAIR 10'-0" 19'-9 1/4".4'-7 7/8".18'-3 3/8" P14 UNIT B3 226 UNIT D8 227 UNIT D9 228 UNIT D10 229 UNIT D11 230 1 HOUR RATED WALL ASSEMBLY ADJACENT TO PROPERTY LINE 1 1 W15 W11C W11C 10'-0" 10'-0" P23 P23 P23 P23 P23 A510 3 Sim A510 3 Sim A510 3 Sim 9 A428 21'-5 1/8" ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" 2ND FLOOR NORTH ENLARGED PLAN A410 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT PLAN KEYNOTES P1STANDBY GENERATOR P2CONCRETE FILLED STEEL BOLLARD(S), SEE DETAIL X/A500 P3ACCESS VEHICLE CONTROL BARRIER GATE, LIFTMASTER MAT W/ 10FT ARM P4STORAGE LOCKERS P5TRASH COMPACTOR, MINI-MAC MODEL BY MARATHON 5A P6TRASH COMPACTOR TRASH BIN, MINI MAC MODEL BY MARATHON 5A P7FDC CONNECTION, SEE FIRE PROTECTION DWGS P8PATIO, CONCRETE PLINTH W/ PLANTERS & PRECAST CONCRETE BENCHES, SEE LANDSCAPE DRWGS P9WOOD SLAT FENCE P10PAINTED STEEL + GLASS CANOPY P11RECYCLING CHUTE WITH 15% PADDED OFFSET @ BOTTOM BY CHUTES INTERNATIONAL P12RECESSED FIRE EXTINGUISHER CABINET W/GLASS DOOR P13REAR DRAIN TOILET, Units 211-216 only P14CUSTOM MILLWORK RECESSED SHELF AT TYPE 5C BATHROOMS ONLY, SEE SHEET 5B/A602 P15FACTORY PAINTED ALUMINUM SUN SCREEN LOUVERS P16ROOF DECK DRAIN, SEE PLUMBING DRWGS P17PAINTED STEEL GUARDRAIL P18GENERATOR EXHAUST SHAFT, SEE MECH. DWGS P19MIN. 24" WIDE ALUM. OR GALV. STL. LADDER (U200 BY UPNOVR OR SIMILAR) P20SURFACE MOUNTED FIRE EXTINGUISHER CABINET W/ GLASS DOOR P21INTERIOR WINDOW, SEE WINDOW SCHEDULE P22ALL COLUMNS TO BE 3HR FIRE RATED SEE DETAILS ON SHEET A510 P23MANIFOLD/WATER METER WALL-MOUNTED 30"x30" PTD ACCESS PANEL, FRAMELESS, BOTTOM SILL MOUNTED AT 9" A.F.F. IN ALL BATHROOMS (BEHIND DOOR SWING), HALLWAYS (CENTERED ON WALL) AND CLOSET (AT CORNER) LOCATIONS. TYPICAL UNITS SHOWN AT 2ND FLOOR ENLARGED PLAN. ANY CONFLICTS TO BE COORDINATED WITH ARCHITECT. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 OS SD SD SD OS PS SD /1A406_R UNIT D9 228 UNIT D8 227 UNIT B3 226 UNIT D11 230 UNIT D10 229 NORTH STAIR NORTH CORRIDOR 239 UB UB UB UB UHUH UKUK UC 3'-6" UC UV US UV UH UKUKUK UE 3'-0"3'-0" EQEQ 3'-0" UHUH UH UH UH UK 3'-0" US UV UB UB UH UK US UV 4'-6" UE UB UB UB UB UV UB UB UB UB USUS US UC UK UK 3'-0" UE 3'-0" UV UH 4'-0" 3'-0" UH UH UH UB UB US 3'-0" 3'-6"3'-6" UB UB UHUH UKUK UC UV 3'-0" 4'-0" UP UP 3'-0" 3'-0" UB UB UB UB UC US UC UH UE UH UV UK UK 3'-0" 3'-6"3'-6" 3'-0" 3'-0" 3'-0" 3'-6" 1'-9" 1'-9" UP UP UK UK 2'-0" 2'-0" 2'-0" 2'-0" 3'-0" 3'-6" EQEQ EQEQ EQEQ 3'-0"4'-6" EQEQ 3'-0" 3'-0" 3'-0" 3'-0" EQEQ EQEQ EQEQ EQEQ UV EQEQ EQEQ EQEQ EQEQ 3'-0" EQEQ 3'-0" 3'-0" 8" 2'-0" 8" EQEQ EQEQ 3'-6" 3'-0" EQEQ 3'-0" EQEQ EQEQ SEE ID419_R SEE ELEC. & MECH. DWGS UNIT D12 231 1. FOR OFFSETS OF SHAFT RISERS, PROVIDE CONTINUOUS 2HR RATED GWB ENCLOSURES ON ALL SIDES, FOR LOCATION SEE MECHANICAL DWGS. 2. ALL CONDUIT FOR CEILING MOUNTED FIXTURES OR DEVICES IN AREAS WITH EXPOSED CONCRETE CEILINGS SHALL BE CAST IN CONCRETE SLAB FOR CONCEALMENT. CONDUIT FOR FLOOR MOUNTED POWER, PHONE AND DATA RECEPTACLES SHALL BE CAST IN SLAB AS REQ'D. 3. PROVIDE CONTROL JOINTS IN SUSPENDED GYPSUM BOARD CEILING AS SHOWN AND/OR AS REQ'D BY CEILING CONSTRUCTION. LOCATIONS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. ALIGN WALL & CEILING CONTROL JOINTS WHERE POSSIBLE. 4. CONTRACTOR SHALL PROVIDE ACCESS PANELS IN SUSPENDED GYP BOARD CEILING AS SHOWN ON ARCH & MEP DRAWINGS AND/OR AS REQ'D TO SERVICE MEP/FP SYSTEMS & EQUIPMENT. LOCATIONS NOT SHOWN ON ARCH OR MEP DRAWINGS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. 5. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS, ETC. FOR ALL CEILING MOUNTED ACCESS PANELS, CEILING TRIM, LIGHT FIXTURES, WINDOW TREATMENTS & OTHER EQUIPMENT OR DEVICES AS REQ'D. 6. REFER TO ARCH. DRAWINGS FOR LIGHT FIXTURES LOCATIONS. 7. REFER TO MECH. DRAWINGS FOR LOCATION & SIZE OF HVAC DUCTS & DIFFUSERS. 8. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPE, SWITCHING & LAMPING. 9. REFER TO INTERIOR DRAWINGS FOR ADD'L CEILING FINISH INFORMATION 10. INSTALL ALL INSULATION PER MANUFACTURER'S INSTRUCTIONS. CONTRACTOR TO HAVE INSTRUCTIONS AVAILABLE FOR INSPECTION. 11. SPRINKLERS TO BE ORTHOGONALLY ALIGNED WITH AND EQUALLY SPACED BETWEEN OTHER BUILDING ELEMENTS (I.E. LIGHTS, DIFFUSERS, DOORWAYS, CEILINGS, BULKHEADS) AND EVENLY SPACED AND ALIGNED WITH EACH OTHER. CONFIRM ALL LOCATIONS W/ ARCHITECT PRIOR TO INSTALLATION. RECESSED LIGHT FIXTURE COVE LIGHT / ART WALL WASH (ACLC) -V.I.F. RECESSED STRIP LIGHT W/ LENS, FACING SIDE (CLC) -V.I.F. SURFACE MOUNT DOWNLIGHT WALL SCONCE SPEAKER -SEE AV DWGS FOR TYPES (FINISH TO MATCH ADJACENT CLG. OR WALL, U.N.O.) SPEAKER/STROBE -SEE ELEC. DWGS OCCUPANCY SENSOR SEE ELEC. DWGS PHOTO SENSOR -SEE ELEC. DWGS EXIT SIGN -SEE ELEC. DWGS SMOKE DETECTOR -SEE ELEC. DWGS CENTERLINE RETURN -SEE MECH. DWGS EXHAUST/SUPPLY -SEE MECH. DWGS PS OS SD RCP LEGEND RCP GRAPHIC KEY RCP GENERAL NOTES EXPOSED CONCRETE CEILING SLAB 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-4 1/2" AFF 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-0" AFF SURFACE MOUNT DOWNLIGHT, WET LOCATION PENDANT 1/2" GYPSUM BOARD CEILING, PTD. (U.N.O.); HT 7'-10" AFF ELEC. PANEL -SEE ELEC. DWGS TELECOM PANEL -SEE ELEC. DWGS INTERCOM -SEE ELEC. DWGS ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" 2ND FLOOR NORTH ENLARGED RCP A410_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET ADJUSTED PER ARCH. BACKGROUND CHANGES. ACCESS PANELS, SMOKE DETECTORS, OCCUPANCY SENSORS ADDED FOR CLARIFICATION. 1 1 1 ALL INTERCOM PANELS REMOVED. 1 UV US UV US US UV ALIGN ALIGN ALIGN ALIGN ALIGN 8 A427 7 A427 /1A413 /1A412 /1A415 /1A414 /1A413 /1A414 6 A427 T01 007 A T01 007 A T01 007 A T01 007 A T01 007 A T01 007 A T05 011 A 9 A427 12 A428 13 A428 06 001 A 17 006 D07 003 C 09 003 A 01 001 A 10 003 A 06 001 A 10 003 A 04 002 E 06 001 A 13 005 B 07 003 C 16 006 D 07 003 C 13 005 B 06 001 A 16 006 D 13 005 B 06 001 A 07 003 C 10 003 A 10 003 A 05 002 E W2B W2A W2A W1DW2AW1D W2B W2A W2A W2A W2A W2A W2B W1D W2A W2A W2A W2A W2A W1D W2B W2A W2A W2B W2A W2A W1D W2A W2B W2AW2A W2A W2B W2A 1B .12'-3 7/8" 01 001 A 5'-6 1/8" 6'-0".3'-5 7/8".2'-0".3'-5".12'-1 5/8" 2'-0".11'-11 3/8" 5'-6 1/8" .8'-11 1/2".2'-0" 2'-0" . 4'-0" . 6'-0" 3'-0 3/4" 3'-4 1/8" 1'-0" . 5'-6" 9'-11".9'-7".2'-0" 5'-3 1/4".4'-6 5/8"5'-5 1/8"2'-10"6'-10"2'-7" 9'-11".9'-7".2'-0" 2'-0".4'-1 1/4".6'-0" 5'-6" . 1'-0" 3'-4 7/8" . 2'-8 1/4" 5'-6".2'-0".11'-6 1/4".3'-0". 7'-0".3'-5" 3'-0".12'-3 1/4".9'-7 3/4" 6'-0".2'-0" 2'-6".3'-4".3'-7 1/4".3'-4" 12'-2 1/8" W2A W2A W2A W2A W2B 14 005 B 06 001 A 07 003 C 10 003 A 5'-2".3'-0".3'-1"5'-10 1/2" .3'-8 5/8".10'-0" 5'-5 7/8".1'-11" 8 1/4" 3'-0" 10'-4 3/4" W2A W2A W2A W2A W2B 14 005 B 06 001 A 07 003 C 10 003 A 5'-2".3'-0".3'-1"5'-10 1/2" 11'-0".3'-8 5/8".10'-0" 5'-5 7/8".2'-0" 8 1/4" 3'-1" 10'-4 3/4" 2'-0" W2A 1B 1B 2'-0" 1B 6'-6 1/2".3'-0".6'-9 1/2" 06 001 A 07 003 C 10 003 A 01 001 A W2A W2A W2B W1D W2A 6'-6" . 3'-0" 3'-7 1/2".3'-0" 7'-0" 2'-0".3'-0" W1D 1B BATH TYPE 5B KITCHEN TYPE 2C BATH TYPE 5B BATH TYPE 1A KITCHEN TYPE 3A BATH TYPE 1A BATH TYPE 1E BATH TYPE 2E KITCHEN TYPE 2C BATH TYPE 1A KITCHEN TYPE 3A BATH TYPE 7A 5'-2 1/2"5'-5 1/8"4'-6 5/8"3'-10 1/2"2'-10".2'-7" 5'-2 1/2"5'-5 1/8"4'-6 5/8"3'-10 1/2"2'-10".2'-7" W2A W2B UNIT C1 301 UNIT C1 301 UNIT C1 301 03 002 E W2B KITCHEN TYPE 2C KITCHEN TYPE 2C S21 S21 4 A309 3 A309 W26 W26 W14 W14 1B 1D W14 W11B W14 W14 W14W14 ELEVATOR LOBBY 338 NORTH CORRIDOR 339 T04 010 A T04 010 A T02 008 F T06 011 A ELEC/DATA 337 T06 011 A W11C W11C W11CW11C W11C W11C W14 W11D W11D W11D W11B W14 TRASH ROOM 335 W11D W11C T02 F008 P11 P11 P12 P12 23B 23B 23B 23B 23B 23B 23B CENTRAL STAIR NORTH STAIR 7'-7"4'-0 3/4" 1'-4 5/8" 2'-8 5/8" 18'-4 1/8"58'-8 1/4"4'-8 3/4". 8'-2 1/2" 10'-1 1/8" 3'-1 1/2" 4'-10 3/8"20'-1 3/4" .4'-10 3/8".39'-1"10'-6 1/2". 9'-4 1/2" 25'-10" . 11'-9 7/8" . 11'-9" UNIT C1 301 UNIT B3 326 UNIT D12 331 UNIT A11 332 UNIT A12 333 UNIT C2 334 ELEV 2 ELEV 1 W11B W11B W14 SOUTH CORRIDOR 340 1 10'-0" P21 P21 1 A510 2 Sim A510 9 Sim 16'-1 5/8" 8'-5" ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" 3RD FLOOR CORE ENLARGED PLAN A411 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT PLAN KEYNOTES P1STANDBY GENERATOR P2CONCRETE FILLED STEEL BOLLARD(S), SEE DETAIL X/A500 P3ACCESS VEHICLE CONTROL BARRIER GATE, LIFTMASTER MAT W/ 10FT ARM P4STORAGE LOCKERS P5TRASH COMPACTOR, MINI-MAC MODEL BY MARATHON 5A P6TRASH COMPACTOR TRASH BIN, MINI MAC MODEL BY MARATHON 5A P7FDC CONNECTION, SEE FIRE PROTECTION DWGS P8PATIO, CONCRETE PLINTH W/ PLANTERS & PRECAST CONCRETE BENCHES, SEE LANDSCAPE DRWGS P9WOOD SLAT FENCE P10PAINTED STEEL + GLASS CANOPY P11RECYCLING CHUTE WITH 15% PADDED OFFSET @ BOTTOM BY CHUTES INTERNATIONAL P12RECESSED FIRE EXTINGUISHER CABINET W/GLASS DOOR P13REAR DRAIN TOILET, Units 211-216 only P14CUSTOM MILLWORK RECESSED SHELF AT TYPE 5C BATHROOMS ONLY, SEE SHEET 5B/A602 P15FACTORY PAINTED ALUMINUM SUN SCREEN LOUVERS P16ROOF DECK DRAIN, SEE PLUMBING DRWGS P17PAINTED STEEL GUARDRAIL P18GENERATOR EXHAUST SHAFT, SEE MECH. DWGS P19MIN. 24" WIDE ALUM. OR GALV. STL. LADDER (U200 BY UPNOVR OR SIMILAR) P20SURFACE MOUNTED FIRE EXTINGUISHER CABINET W/ GLASS DOOR P21INTERIOR WINDOW, SEE WINDOW SCHEDULE P22ALL COLUMNS TO BE 3HR FIRE RATED SEE DETAILS ON SHEET A510 P23MANIFOLD/WATER METER WALL-MOUNTED 30"x30" PTD ACCESS PANEL, FRAMELESS, BOTTOM SILL MOUNTED AT 9" A.F.F. IN ALL BATHROOMS (BEHIND DOOR SWING), HALLWAYS (CENTERED ON WALL) AND CLOSET (AT CORNER) LOCATIONS. TYPICAL UNITS SHOWN AT 2ND FLOOR ENLARGED PLAN. ANY CONFLICTS TO BE COORDINATED WITH ARCHITECT. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 OS OS OS SD SD SD SD SD SD OS SD OS PS SD /1A412_R /1A414_R UH UK UH UB UV UE US UH UH UH UK UB UV US UV UKUKUK UH UB UH UV US UB UB US UE UH UHUH UKUK UV US UEUK UB US UV UE UBUB UH UK UK UK UH UH UH UK UH UE UH US UH UHUH UB UB UV UK UK UK UE UH UH SEE ID411_R E2 SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS E2 UNIT B3 326 UNIT D12 331 UNIT A11 332 UNIT A12 333 ELEVATOR LOBBY 338 NORTH CORRIDOR 339 TRASH ROOM 335 CENTRAL STAIR UNIT C1 301 SOUTH CORRIDOR 340 ELEC/DATA 337 UNIT C2 334 NORTH STAIR REFER TO UNIT 226 FOR DIMENSIONS REFER TO UNIT 232 FOR DIMENSIONS REFER TO UNIT 233 FOR DIMENSIONS REFER TO UNIT 234 FOR DIMENSIONS REFER TO UNIT 201 FOR DIMENSIONS REFER TO UNIT 231 FOR DIMENSIONS 1. FOR OFFSETS OF SHAFT RISERS, PROVIDE CONTINUOUS 2HR RATED GWB ENCLOSURES ON ALL SIDES, FOR LOCATION SEE MECHANICAL DWGS. 2. ALL CONDUIT FOR CEILING MOUNTED FIXTURES OR DEVICES IN AREAS WITH EXPOSED CONCRETE CEILINGS SHALL BE CAST IN CONCRETE SLAB FOR CONCEALMENT. CONDUIT FOR FLOOR MOUNTED POWER, PHONE AND DATA RECEPTACLES SHALL BE CAST IN SLAB AS REQ'D. 3. PROVIDE CONTROL JOINTS IN SUSPENDED GYPSUM BOARD CEILING AS SHOWN AND/OR AS REQ'D BY CEILING CONSTRUCTION. LOCATIONS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. ALIGN WALL & CEILING CONTROL JOINTS WHERE POSSIBLE. 4. CONTRACTOR SHALL PROVIDE ACCESS PANELS IN SUSPENDED GYP BOARD CEILING AS SHOWN ON ARCH & MEP DRAWINGS AND/OR AS REQ'D TO SERVICE MEP/FP SYSTEMS & EQUIPMENT. LOCATIONS NOT SHOWN ON ARCH OR MEP DRAWINGS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. 5. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS, ETC. FOR ALL CEILING MOUNTED ACCESS PANELS, CEILING TRIM, LIGHT FIXTURES, WINDOW TREATMENTS & OTHER EQUIPMENT OR DEVICES AS REQ'D. 6. REFER TO ARCH. DRAWINGS FOR LIGHT FIXTURES LOCATIONS. 7. REFER TO MECH. DRAWINGS FOR LOCATION & SIZE OF HVAC DUCTS & DIFFUSERS. 8. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPE, SWITCHING & LAMPING. 9. REFER TO INTERIOR DRAWINGS FOR ADD'L CEILING FINISH INFORMATION 10. INSTALL ALL INSULATION PER MANUFACTURER'S INSTRUCTIONS. CONTRACTOR TO HAVE INSTRUCTIONS AVAILABLE FOR INSPECTION. 11. SPRINKLERS TO BE ORTHOGONALLY ALIGNED WITH AND EQUALLY SPACED BETWEEN OTHER BUILDING ELEMENTS (I.E. LIGHTS, DIFFUSERS, DOORWAYS, CEILINGS, BULKHEADS) AND EVENLY SPACED AND ALIGNED WITH EACH OTHER. CONFIRM ALL LOCATIONS W/ ARCHITECT PRIOR TO INSTALLATION. RECESSED LIGHT FIXTURE COVE LIGHT / ART WALL WASH (ACLC) -V.I.F. RECESSED STRIP LIGHT W/ LENS, FACING SIDE (CLC) -V.I.F. SURFACE MOUNT DOWNLIGHT WALL SCONCE SPEAKER -SEE AV DWGS FOR TYPES (FINISH TO MATCH ADJACENT CLG. OR WALL, U.N.O.) SPEAKER/STROBE -SEE ELEC. DWGS OCCUPANCY SENSOR SEE ELEC. DWGS PHOTO SENSOR -SEE ELEC. DWGS EXIT SIGN -SEE ELEC. DWGS SMOKE DETECTOR -SEE ELEC. DWGS CENTERLINE RETURN -SEE MECH. DWGS EXHAUST/SUPPLY -SEE MECH. DWGS PS OS SD RCP LEGEND RCP GRAPHIC KEY RCP GENERAL NOTES EXPOSED CONCRETE CEILING SLAB 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-4 1/2" AFF 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-0" AFF SURFACE MOUNT DOWNLIGHT, WET LOCATION PENDANT 1/2" GYPSUM BOARD CEILING, PTD. (U.N.O.); HT 7'-10" AFF ELEC. PANEL -SEE ELEC. DWGS TELECOM PANEL -SEE ELEC. DWGS INTERCOM -SEE ELEC. DWGS ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" 3RD FLOOR CORE ENLARGED RCP A411_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET ADJUSTED PER ARCH. BACKGROUND CHANGES. ACCESS PANELS, SMOKE DETECTORS, OCCUPANCY SENSORS ADDED FOR CLARIFICATION. 1 1 1 1 1 1 1 1 1 ALL INTERCOM PANELS REMOVED. 1 ALIGN ALIGN ALIGN ALIGN ALIGN /1A411 T01 007 A T01 007 A T01 007 A T01 007 A T01 007 A T01 007 A T01 007 A T01 007 A T04 010 A T07 011 A 14 A428 15 A428 07 003 C 06 001 A 01 001 A 11 004 A 06 001 A 01 001 A 10 003 A 14 005 B 14 005 B 10 003 A 01 001 A 07 003 C 06 001 A 01 001 A 11 004 A 06 001 A 06 001 A 11 004 A 01 001 A 06 001 A 09 003 A 16 006 D 07 003 C 01 001 A 10 003 A 07 003 C 01 001 A 01 001 A W2A W2A W2A W2A W2B W2A W2A W2A W2B W2A W2A W14 W2A W2A W2B W2B W2A W1D W2A W2A W2A W14 W2A W1D W1D W1C W1D W2A W2B W2B W2A 16 006 D 06 001 A 12 005 B 07 003 C W2A W2B W1D W2A W2B W2A W2A 16 006 D 12 005 B 06 001 A 07 003 C W2B W2A W1D W2A W2B W2A W2A 06 001 A 16 006 D 12 005 B 07 003 C W1D W2B W2A W2A W2A W2A W2B 06 001 A 11 004 A 07 003 C 16 006 D W2B W2A W2A W2B W2A W2A W2B W2A 1B1B 9'-11".8'-11 1/2".2'-0" 2'-7" . 2'-10" 3'-10 1/2" 3'-10 1/2" 4'-9" 5'-1 7/8" 6'-0 1/8".4'-1 3/8".2'-0" 5'-6".1'-0"3'-4 7/8".2'-8 1/4" 2'-0" . 8'-11 3/8" . 9'-11" 5'-2 5/8".3'-10 1/2"4'-9"2'-10"6'-9 7/8"2'-7" W2A 2'-0".4'-0 1/8".6'-0" 9'-11".8'-11 3/8".2'-0" 2'-7" 8'-9" 2'-10" . 3'-5" . 5'-1 1/2" 6'-0".4'-4 1/2".2'-0" 5'-6".1'-0"3'-4 1/4"3'-0 3/4" 2'-0" . 10'-5 1/2" . 6'-0 1/4" 4'-3 7/8".2'-10"3'-5 1/2"2'-7" 3'-0 3/4"3'-4 1/4"1'-0".5'-6" 2'-0".10'-2 3/4" W1C 5'-4 5/8".5'-9 1/8".9'-11".3'-0" 9'-3 1/2" 5'-6" 6'-0".3'-8" 3'-0".6'-8".3'-0" 11'-8 1/4".12'-3".2'-0". 3'-0".6'-8".3'-0" 3'-0".9'-11".5'-6 3/4".5'-4 1/2" 3'-8" . 6'-0" 5'-6" 9'-3 1/2" 3'-0".9'-11".11'-0" 5'-6" . 6'-0" 6'-0" . 3'-8" . 2'-0" 3'-0" 3'-9 3/4".3'-0".6'-6"3'-1". 7'-0" 3'-0" . 2'-0" 11'-10" 2'-6".7'-0 1/2".3'-8".6'-11 1/2" 2'-0".12'-3".11'-5 3/4" 2'-0".12'-3".11'-5 3/4" W2A W1C 17 006 D BATH TYPE 1B KITCHEN TYPE 3A BATH TYPE 2A BATH TYPE 1A KITCHEN TYPE 2C BATH TYPE 1A KITCHEN TYPE 3A KITCHEN TYPE 3A BATH TYPE 1A BATH TYPE 1A KITCHEN TYPE 3A BATH TYPE 1A BATH TYPE 2A KITCHEN TYPE 7A BATH TYPE 2.1B BATH TYPE 1A BATH TYPE 5B KITCHEN TYPE 2C W2A W2A W2A W2B W2A 2'-7 1/2".3'-4 1/2"1'-0".5'-6" W1D 2'-0" KITCHEN TYPE 7B 5'-6" . 6'-0" 2 A310 3 A303 2 A303 W14B W14 W11B W14 W11B W11B W14 W14 W11D W11D W11B W11D 1B T02 008 F T02 F008 T02 F008 T02 F008 3 A302 3 A311 W15 W11C W11C W11C W11C W11C W11C W11C W11C W11C W11C W11C W11C TELECOM 336 W11D W11C P12 P12 W11D W11C W11B 23B 23B 23B 23B 23B 23B 23B 23B EAST STAIR 1" 10'-4 3/4" 10'-9 3/8" 10'-2 3/4" 10'-1" 3 1/2" 28'-7".35'-3 5/8" 20'-11 5/8" . 24'-9 7/8" 42'-9 3/8"9'-5 1/2"42'-10 5/8" 20'-11 3/4" . 41'-1 3/4" 8'-0" 4'-7 1/2" . 5'-0 3/8" 20'-4 1/4"6'-0 1/4"2'-0 3/4" .11'-9 3/4".11'-9 1/4".11'-11".11'-7 1/4".4'-8 7/8" UNIT A1 302 UNIT A2 303 UNIT A3 304 UNIT A4 305 UNIT D1 306 UNIT D2 307 UNIT D3 308 UNIT B1 309 A510 9 1 HOUR RATED WALL ASSEMBLY ADJACENT TO PROPERTY LINE 1 HOUR RATED WALL ASSEMBLY ADJACENT TO PROPERTY LINE 1 HOUR RATED WALL ASSEMBLY ADJACENT TO PROPERTY LINE 1 1 1 SOUTH CORRIDOR 340 1 2'-4" W11B 1 5'-10 3/4" 4'-7 5/8" A510 9 Sim A510 9 Sim A510 9 Sim 2'-4 1/2" ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" 3RD FLOOR EAST ENLARGED PLAN A412 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT PLAN KEYNOTES P1STANDBY GENERATOR P2CONCRETE FILLED STEEL BOLLARD(S), SEE DETAIL X/A500 P3ACCESS VEHICLE CONTROL BARRIER GATE, LIFTMASTER MAT W/ 10FT ARM P4STORAGE LOCKERS P5TRASH COMPACTOR, MINI-MAC MODEL BY MARATHON 5A P6TRASH COMPACTOR TRASH BIN, MINI MAC MODEL BY MARATHON 5A P7FDC CONNECTION, SEE FIRE PROTECTION DWGS P8PATIO, CONCRETE PLINTH W/ PLANTERS & PRECAST CONCRETE BENCHES, SEE LANDSCAPE DRWGS P9WOOD SLAT FENCE P10PAINTED STEEL + GLASS CANOPY P11RECYCLING CHUTE WITH 15% PADDED OFFSET @ BOTTOM BY CHUTES INTERNATIONAL P12RECESSED FIRE EXTINGUISHER CABINET W/GLASS DOOR P13REAR DRAIN TOILET, Units 211-216 only P14CUSTOM MILLWORK RECESSED SHELF AT TYPE 5C BATHROOMS ONLY, SEE SHEET 5B/A602 P15FACTORY PAINTED ALUMINUM SUN SCREEN LOUVERS P16ROOF DECK DRAIN, SEE PLUMBING DRWGS P17PAINTED STEEL GUARDRAIL P18GENERATOR EXHAUST SHAFT, SEE MECH. DWGS P19MIN. 24" WIDE ALUM. OR GALV. STL. LADDER (U200 BY UPNOVR OR SIMILAR) P20SURFACE MOUNTED FIRE EXTINGUISHER CABINET W/ GLASS DOOR P21INTERIOR WINDOW, SEE WINDOW SCHEDULE P22ALL COLUMNS TO BE 3HR FIRE RATED SEE DETAILS ON SHEET A510 P23MANIFOLD/WATER METER WALL-MOUNTED 30"x30" PTD ACCESS PANEL, FRAMELESS, BOTTOM SILL MOUNTED AT 9" A.F.F. IN ALL BATHROOMS (BEHIND DOOR SWING), HALLWAYS (CENTERED ON WALL) AND CLOSET (AT CORNER) LOCATIONS. TYPICAL UNITS SHOWN AT 2ND FLOOR ENLARGED PLAN. ANY CONFLICTS TO BE COORDINATED WITH ARCHITECT. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 SD OS OS SD SD SD SD OS PS SD /1A411_R /1A413_R UBUB UB UV USUC UV US UB UB UHUH UH UK UK UK UE UHUH UKUK UE UHUHUB UC UV UB UB UBUB US UH UB UB UK UK UKUH UE UH UE UB UB UB UB UHUH UKUK UH US UV UBUC US UV UHUH UK UB UV UE US UV US UV UB UB UH UK UH UH US UV UK UV UP UP UPUP UHUH UK UBUH UV UE US UH UH UHUH UK UBUH UV UH UE US UH UH E2E2 E2E2 SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS UNIT A1 302 UNIT A2 303 UNIT A3 304 UNIT A4 305 UNIT D1 306 UNIT D2 307 UNIT B1 309 UNIT D3 308 TELECOM 336 EAST STAIR SOUTH CORRIDOR 340 REFER TO UNIT 206 FOR DIMENSIONS REFER TO UNIT 207 FOR DIMENSIONS REFER TO UNIT 208 FOR DIMENSIONS REFER TO UNIT 209 FOR DIMENSIONS REFER TO UNIT 202 FOR DIMENSIONS REFER TO UNIT 203 FOR DIMENSIONS REFER TO UNIT 204 FOR DIMENSIONS REFER TO UNIT 205 FOR DIMENSIONS 1. FOR OFFSETS OF SHAFT RISERS, PROVIDE CONTINUOUS 2HR RATED GWB ENCLOSURES ON ALL SIDES, FOR LOCATION SEE MECHANICAL DWGS. 2. ALL CONDUIT FOR CEILING MOUNTED FIXTURES OR DEVICES IN AREAS WITH EXPOSED CONCRETE CEILINGS SHALL BE CAST IN CONCRETE SLAB FOR CONCEALMENT. CONDUIT FOR FLOOR MOUNTED POWER, PHONE AND DATA RECEPTACLES SHALL BE CAST IN SLAB AS REQ'D. 3. PROVIDE CONTROL JOINTS IN SUSPENDED GYPSUM BOARD CEILING AS SHOWN AND/OR AS REQ'D BY CEILING CONSTRUCTION. LOCATIONS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. ALIGN WALL & CEILING CONTROL JOINTS WHERE POSSIBLE. 4. CONTRACTOR SHALL PROVIDE ACCESS PANELS IN SUSPENDED GYP BOARD CEILING AS SHOWN ON ARCH & MEP DRAWINGS AND/OR AS REQ'D TO SERVICE MEP/FP SYSTEMS & EQUIPMENT. LOCATIONS NOT SHOWN ON ARCH OR MEP DRAWINGS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. 5. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS, ETC. FOR ALL CEILING MOUNTED ACCESS PANELS, CEILING TRIM, LIGHT FIXTURES, WINDOW TREATMENTS & OTHER EQUIPMENT OR DEVICES AS REQ'D. 6. REFER TO ARCH. DRAWINGS FOR LIGHT FIXTURES LOCATIONS. 7. REFER TO MECH. DRAWINGS FOR LOCATION & SIZE OF HVAC DUCTS & DIFFUSERS. 8. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPE, SWITCHING & LAMPING. 9. REFER TO INTERIOR DRAWINGS FOR ADD'L CEILING FINISH INFORMATION 10. INSTALL ALL INSULATION PER MANUFACTURER'S INSTRUCTIONS. CONTRACTOR TO HAVE INSTRUCTIONS AVAILABLE FOR INSPECTION. 11. SPRINKLERS TO BE ORTHOGONALLY ALIGNED WITH AND EQUALLY SPACED BETWEEN OTHER BUILDING ELEMENTS (I.E. LIGHTS, DIFFUSERS, DOORWAYS, CEILINGS, BULKHEADS) AND EVENLY SPACED AND ALIGNED WITH EACH OTHER. CONFIRM ALL LOCATIONS W/ ARCHITECT PRIOR TO INSTALLATION. RECESSED LIGHT FIXTURE COVE LIGHT / ART WALL WASH (ACLC) -V.I.F. RECESSED STRIP LIGHT W/ LENS, FACING SIDE (CLC) -V.I.F. SURFACE MOUNT DOWNLIGHT WALL SCONCE SPEAKER -SEE AV DWGS FOR TYPES (FINISH TO MATCH ADJACENT CLG. OR WALL, U.N.O.) SPEAKER/STROBE -SEE ELEC. DWGS OCCUPANCY SENSOR SEE ELEC. DWGS PHOTO SENSOR -SEE ELEC. DWGS EXIT SIGN -SEE ELEC. DWGS SMOKE DETECTOR -SEE ELEC. DWGS CENTERLINE RETURN -SEE MECH. DWGS EXHAUST/SUPPLY -SEE MECH. DWGS PS OS SD RCP LEGEND RCP GRAPHIC KEY RCP GENERAL NOTES EXPOSED CONCRETE CEILING SLAB 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-4 1/2" AFF 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-0" AFF SURFACE MOUNT DOWNLIGHT, WET LOCATION PENDANT 1/2" GYPSUM BOARD CEILING, PTD. (U.N.O.); HT 7'-10" AFF ELEC. PANEL -SEE ELEC. DWGS TELECOM PANEL -SEE ELEC. DWGS INTERCOM -SEE ELEC. DWGS ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" 3RD FLOOR EAST ENLARGED RCP A412_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET ADJUSTED PER ARCH. BACKGROUND CHANGES. ACCESS PANELS, SMOKE DETECTORS, OCCUPANCY SENSORS ADDED FOR CLARIFICATION. 1 1 11 1 1 1111 1 ALL INTERCOM PANELS REMOVED. 1 OS SD SEE ID413_R UV US UH UH UH ALIGN /1A412 T01 007 A T01 007 A T01 007 A T01 007 A T01 007 A T01 007 A T01 007 A T01 007 A 05 002 E 01 001 A 11 004 A 06 001 A 13 005 B 11 004 A 06 001 A W2B W2A W2A W2B W1D W2A W2A W2A 06 001 A 07 003 C 16 006 D W2B W2A W1D W2A W2A W2B W2A 16 006 D 16 006 D 06 001 A 13 005 B 07 003 C W2A W1D W2B W2A W2A W2B 16 006 D 06 001 A 13 005 B 07 003 C W2A W1D W2B W2A W2A W2A W2B 16 006 D 06 001 A 13 005 B 07 003 C W2A W1D W2B W2A W2A W2A W2B 16 006 D 13 005 B 06 001 A W2A W2B W1D W2A W2B W2A 16 006 D 13 005 B 06 001 A W2A W2B W1D W2A W2B W2A 06 001 A 16 006 D 12 005 B 07 003 C W1D W2A W2B W2A W2A W2A W2B W2A W2A W2B 5'-6 1/8" 5'-6 1/8" 6'-6 1/8".5'-3 1/8".4'-0 1/2"6'-4" 2'-0" . 12'-10 1/2" . 9'-0" 4'-6 7/8" . 9'-11" . 9'-7 1/4" 4'-6".5'-6" 6'-0" 7'-0 7/8" 2'-0".10'-2".9'-11" 5'-2" . 5'-10 3/4" . 2'-10" 10'-5 3/4" 2'-7" 6'-0 5/8".4'-4 3/4".2'-0" 5'-6".1'-0"3'-4 1/2"3'-0 1/8" 2'-0".4'-0 3/4".6'-0" 2'-8 1/4".3'-4 5/8"1'-0".5'-6" 9'-11" . 10'-2" . 2'-0" 2'-7".2'-10"3'-10 1/2"4'-6 3/4"5'-5 1/4"5'-2 1/4" 2'-0".4'-0 3/4".6'-0" 2'-8 1/4".3'-4 5/8"1'-0".5'-6" 9'-11" . 10'-2" . 2'-0" 2'-7".2'-10"3'-10 1/2"4'-6 3/4"5'-5 1/4"5'-2 1/4" 2'-0".4'-0 3/4".6'-0" 2'-8 1/4".3'-4 5/8"1'-0".5'-6" 9'-11" . 10'-2" . 2'-0" 2'-7".2'-10"3'-10 1/2"4'-6 3/4"5'-5 1/4"5'-2 1/4" 6'-0".4'-0 5/8".2'-0" 2'-0".10'-2".9'-11" 5'-6".1'-0"3'-4 5/8"3'-0 3/4" 5'-3" . 4'-6 3/4" 5'-5 1/4" 2'-10" 6'-9 7/8" 2'-7" 07 003 C 6'-0".4'-0 5/8".2'-0" 2'-0".10'-2".9'-11" 5'-6".1'-0"3'-4 5/8"3'-0 3/4" 5'-3" . 4'-6 3/4" 5'-5 1/4" 2'-10" 6'-9 7/8" 2'-7" 07 003 C 2'-0".9'-5".9'-11" 5'-6".1'-0"3'-4 1/2"3'-0 3/4" 6'-0".4'-0 5/8".2'-0" 5'-2" . 3'-3 1/8" 5'-5 1/4" 2'-10" 6'-9 7/8" 2'-7" W2A KITCHEN TYPE 4A BATH TYPE 2B BATH TYPE 1C KITCHEN TYPE 3A BATH TYPE 1A KITCHEN TYPE 3A BATH TYPE 1A KITCHEN TYPE 3A BATH TYPE 1A KITCHEN TYPE 3A BATH TYPE 1A KITCHEN TYPE 3A BATH TYPE 1A KITCHEN TYPE 3A BATH TYPE 1A BATH TYPE 1A KITCHEN TYPE 3A W2B W2A 5 A303 2 A304 3 A304 4 A304 7 A304 3 A305 6 A304 W14 1B W14 W14 W14 W14 W14 T04 010 A 1B W1B W11C W11C W11C W11C W11C W11C W11C W11C W11C W11C W11C W11C W11C W11C W11C W11C W11C W11C W11C W11C W11C W11D T03 009 G P12 P12 P10 W11C W11C W11D W11D W11D 23B 23B 23B 23B 1 1/8" 0" 4'-7 1/2" . 39'-0 1/2" .11'-9 1/4".11'-9 5/8".11'-9 1/4".11'-9 5/8".11'-9 1/4".11'-9 5/8".11'-7 3/4".12'-7 1/2".10'-4 1/2" 7'-7"4'-0 3/4"93'-0 1/2"5'-0 3/8" 1'-4 5/8" UNIT D4 310 UNIT A5 311 UNIT A6 312 UNIT A7 313 UNIT A6 314 UNIT A7 315 UNIT A6 316 UNIT A8 317 SOUTH CORRIDOR 340 W11C W11C W11C 8'-5" ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" 3RD FLOOR SOUTH ENLARGED PLAN A413 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT PLAN KEYNOTES P1STANDBY GENERATOR P2CONCRETE FILLED STEEL BOLLARD(S), SEE DETAIL X/A500 P3ACCESS VEHICLE CONTROL BARRIER GATE, LIFTMASTER MAT W/ 10FT ARM P4STORAGE LOCKERS P5TRASH COMPACTOR, MINI-MAC MODEL BY MARATHON 5A P6TRASH COMPACTOR TRASH BIN, MINI MAC MODEL BY MARATHON 5A P7FDC CONNECTION, SEE FIRE PROTECTION DWGS P8PATIO, CONCRETE PLINTH W/ PLANTERS & PRECAST CONCRETE BENCHES, SEE LANDSCAPE DRWGS P9WOOD SLAT FENCE P10PAINTED STEEL + GLASS CANOPY P11RECYCLING CHUTE WITH 15% PADDED OFFSET @ BOTTOM BY CHUTES INTERNATIONAL P12RECESSED FIRE EXTINGUISHER CABINET W/GLASS DOOR P13REAR DRAIN TOILET, Units 211-216 only P14CUSTOM MILLWORK RECESSED SHELF AT TYPE 5C BATHROOMS ONLY, SEE SHEET 5B/A602 P15FACTORY PAINTED ALUMINUM SUN SCREEN LOUVERS P16ROOF DECK DRAIN, SEE PLUMBING DRWGS P17PAINTED STEEL GUARDRAIL P18GENERATOR EXHAUST SHAFT, SEE MECH. DWGS P19MIN. 24" WIDE ALUM. OR GALV. STL. LADDER (U200 BY UPNOVR OR SIMILAR) P20SURFACE MOUNTED FIRE EXTINGUISHER CABINET W/ GLASS DOOR P21INTERIOR WINDOW, SEE WINDOW SCHEDULE P22ALL COLUMNS TO BE 3HR FIRE RATED SEE DETAILS ON SHEET A510 P23MANIFOLD/WATER METER WALL-MOUNTED 30"x30" PTD ACCESS PANEL, FRAMELESS, BOTTOM SILL MOUNTED AT 9" A.F.F. IN ALL BATHROOMS (BEHIND DOOR SWING), HALLWAYS (CENTERED ON WALL) AND CLOSET (AT CORNER) LOCATIONS. TYPICAL UNITS SHOWN AT 2ND FLOOR ENLARGED PLAN. ANY CONFLICTS TO BE COORDINATED WITH ARCHITECT. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 OSSD OS SD SD SD OS OS PS SD /1A414_R /1A412_R /1A414_R UH UHUB UK UHUH US UE UV UK UH UH US UV UE UH UH UB UBUH UH UE US UV UHUH UK UE UH US UBUH UK UH UH UHUH UH UV UH UH UH UHUB UK UHUH US UE UV UH UHUB UK UHUH US UE UV UH UB UB UB UB UC UK UHUH UC US UE UH US UV UV UH UK UBUH UH UE US UV UHUH UKUH UH SEE ID415_R UNIT A8 317 UNIT A6 316 UNIT A7 315 UNIT A6 314 UNIT A7 313 UNIT A6 312 UNIT A5 311 UNIT D4 310 SOUTH CORRIDOR 340 REFER TO UNIT 217 FOR DIMENSIONS REFER TO UNIT 216 FOR DIMENSIONS REFER TO UNIT 215 FOR DIMENSIONS REFER TO UNIT 214 FOR DIMENSIONS REFER TO UNIT 213 FOR DIMENSIONS REFER TO UNIT 212 FOR DIMENSIONS REFER TO UNIT 211 FOR DIMENSIONS REFER TO UNIT 210 FOR DIMENSIONS 1. FOR OFFSETS OF SHAFT RISERS, PROVIDE CONTINUOUS 2HR RATED GWB ENCLOSURES ON ALL SIDES, FOR LOCATION SEE MECHANICAL DWGS. 2. ALL CONDUIT FOR CEILING MOUNTED FIXTURES OR DEVICES IN AREAS WITH EXPOSED CONCRETE CEILINGS SHALL BE CAST IN CONCRETE SLAB FOR CONCEALMENT. CONDUIT FOR FLOOR MOUNTED POWER, PHONE AND DATA RECEPTACLES SHALL BE CAST IN SLAB AS REQ'D. 3. PROVIDE CONTROL JOINTS IN SUSPENDED GYPSUM BOARD CEILING AS SHOWN AND/OR AS REQ'D BY CEILING CONSTRUCTION. LOCATIONS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. ALIGN WALL & CEILING CONTROL JOINTS WHERE POSSIBLE. 4. CONTRACTOR SHALL PROVIDE ACCESS PANELS IN SUSPENDED GYP BOARD CEILING AS SHOWN ON ARCH & MEP DRAWINGS AND/OR AS REQ'D TO SERVICE MEP/FP SYSTEMS & EQUIPMENT. LOCATIONS NOT SHOWN ON ARCH OR MEP DRAWINGS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. 5. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS, ETC. FOR ALL CEILING MOUNTED ACCESS PANELS, CEILING TRIM, LIGHT FIXTURES, WINDOW TREATMENTS & OTHER EQUIPMENT OR DEVICES AS REQ'D. 6. REFER TO ARCH. DRAWINGS FOR LIGHT FIXTURES LOCATIONS. 7. REFER TO MECH. DRAWINGS FOR LOCATION & SIZE OF HVAC DUCTS & DIFFUSERS. 8. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPE, SWITCHING & LAMPING. 9. REFER TO INTERIOR DRAWINGS FOR ADD'L CEILING FINISH INFORMATION 10. INSTALL ALL INSULATION PER MANUFACTURER'S INSTRUCTIONS. CONTRACTOR TO HAVE INSTRUCTIONS AVAILABLE FOR INSPECTION. 11. SPRINKLERS TO BE ORTHOGONALLY ALIGNED WITH AND EQUALLY SPACED BETWEEN OTHER BUILDING ELEMENTS (I.E. LIGHTS, DIFFUSERS, DOORWAYS, CEILINGS, BULKHEADS) AND EVENLY SPACED AND ALIGNED WITH EACH OTHER. CONFIRM ALL LOCATIONS W/ ARCHITECT PRIOR TO INSTALLATION. RECESSED LIGHT FIXTURE COVE LIGHT / ART WALL WASH (ACLC) -V.I.F. RECESSED STRIP LIGHT W/ LENS, FACING SIDE (CLC) -V.I.F. SURFACE MOUNT DOWNLIGHT WALL SCONCE SPEAKER -SEE AV DWGS FOR TYPES (FINISH TO MATCH ADJACENT CLG. OR WALL, U.N.O.) SPEAKER/STROBE -SEE ELEC. DWGS OCCUPANCY SENSOR SEE ELEC. DWGS PHOTO SENSOR -SEE ELEC. DWGS EXIT SIGN -SEE ELEC. DWGS SMOKE DETECTOR -SEE ELEC. DWGS CENTERLINE RETURN -SEE MECH. DWGS EXHAUST/SUPPLY -SEE MECH. DWGS PS OS SD RCP LEGEND RCP GRAPHIC KEY RCP GENERAL NOTES EXPOSED CONCRETE CEILING SLAB 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-4 1/2" AFF 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-0" AFF SURFACE MOUNT DOWNLIGHT, WET LOCATION PENDANT 1/2" GYPSUM BOARD CEILING, PTD. (U.N.O.); HT 7'-10" AFF ELEC. PANEL -SEE ELEC. DWGS TELECOM PANEL -SEE ELEC. DWGS INTERCOM -SEE ELEC. DWGS ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" 3RD FLOOR SOUTH ENLARGED RCP A413_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET ADJUSTED PER ARCH. BACKGROUND CHANGES. ACCESS PANELS, SMOKE DETECTORS, OCCUPANCY SENSORS ADDED FOR CLARIFICATION. 1 1 11111111 1 ALL INTERCOM PANELS REMOVED. 1 ALIGN ALIGN ALIGN /1A411 T01 007 A T01 007 A T01 007 A T01 007 A T01 007 A T01 007 A T01 007 A T01 007 A 06 001 A 01 001 A 17 006 D 13 005 B 01 001 A 11 004 A 06 001 A 06 001 A 13 005 B 16 006 D 07 003 C W1D W2B W2B W2A W2B W2A W2A W2A W2A W2A W2A W2A 06 001 A 10 003 A 06 001 A 11 004 A 03 002 E 06 001 A 11 004 A 09 003 A 01 001 A 07 003 C W2A W2A W2A W2B W2A W2B W2A W2A W2A W1D W1D W2B W2B W2A W2A W2B W2A 2'-0".9'-5".9'-11" 3'-0".6'-2 1/8".9'-0".4'-9 1/4" 3'-2 1/2" . 10'-2 5/8" 2'-7 1/2" . 6'-11 1/2" 2'-0".11'-9 1/4" 5'-6"3'-1".2'-9 3/4" 3'-0" 3'-0".5'-6" .2'-0".5'-6".3'-0".8'-11 1/2" 4'-6 1/2".7'-11" 9'-0" 7'-2".4'-10". 9'-0".2'-0".6'-4 1/2" 2'-9".3'-1"6'-0" 4'-8" 3'-1" 9'-11".9'-4".2'-0" 6'-0".4'-0 5/8".2'-0" 5'-6".1'-0"3'-4 1/4".2'-8 1/4" 2'-7" . 2'-10" 3'-10 1/2" 4'-6 7/8" 5'-5 3/8" 5'-2 1/8" 07 003 C 3'-1" 01 001 A 09 003 A 17 006 D 06 001 A 07 003 C 06 001 A 01 001 A 11 004 A W2B W2A W2B W2A W2A W2B W2A W1D W2A W1D W2A W2A 5'-4".6'-0" 10'-0 1/2" . 9'-11" . 3'-0" 2'-6".7'-2 1/2".5'-3 1/2".6'-4" 9'-9".2'-0".3'-8".6'-0" 3'-0" 7'-2".4'-10".3'-0" 16 006 D 07 003 C 13 005 B 06 001 A W2A W2B W2A W2A W2A W2B W2A W1D 2'-0".4'-0 1/8".6'-0" 2'-0" . 9'-6" . 9'-11" 3'-1 3/8"3'-4 3/8"1'-0".5'-6" 5'-2 7/8".4'-6 7/8"5'-5 3/8"2'-10"6'-10"2'-7" 16 006 D 07 003 C 13 005 B 06 001 A W2A W2B W2A W2A W2A W2B W2A W1D 2'-0".4'-0 5/8".6'-0" 2'-0" . 9'-6" . 9'-11" 3'-0 3/4"3'-4 3/4"1'-0".5'-6" 5'-2 7/8".4'-6 7/8"5'-5 3/8"2'-10"6'-10"2'-7" 16 006 D 06 001 A 13 005 B 07 003 C W1D W2B W2A W2A W2A W2B W2A 9'-11".9'-6".2'-0" 6'-0".4'-1 1/4".2'-0" 5'-6".1'-0"3'-4 7/8".2'-8 1/4" 2'-7" . 2'-10" 3'-10 1/2" 4'-6 7/8" 5'-5 1/4" 5'-2 1/8" 06 001 A 07 003 C 09 003 A 14 005 B 06 001 A 05 002 E W2B W2A W2A W2A W2B W2A W2B W2A 6'-9".3'-1".5'-2 3/8".2'-11 7/8" 13'-2 3/4".2'-0".3'-2" 9'-5 5/8".7'-0" 3'-0" . 3'-5 1/2" . 2'-6 1/8" 7'-2 1/2" W1D W1D BATH TYPE 2B BATH TYPE 3A KITCHEN TYPE 2C BATH TYPE 5A BATH TYPE 2B KITCHEN TYPE 2B BATH TYPE 6A KITCHEN TYPE 7C BATH TYPE 1A BATH TYPE 4A BATH TYPE 1A KITCHEN TYPE 3A BATH TYPE 1A KITCHEN TYPE 3A KITCHEN TYPE 3A BATH TYPE 1A BATH TYPE 1A KITCHEN TYPE 3A W2A W2A W2A 13 005 B KITCHEN TYPE 2A 2 A307 3 A307 W14 W14 W14 W14 W14 W14 W11D W11D W11D W11D W14 W14 4 A306 4 A305 3 A306 W11C W11C W11C W11C W11C W11C W11C W11C W11C W11C W11C W11C W17 W17 W17 W11D W11C W11D W11C P12 23B 23B 23B 23B 2'-2 5/8" 10'-3 3/4" 1'-4 1/8" 1'-1 1/8" 9'-2 1/4" 5'-5 1/4" 29'-7 1/2".18'-6 3/4".24'-0 7/8". 49'-3 7/8" 38'-9 7/8" . 4'-7" . 28'-1 1/8" 30'-4 1/4".35'-10 5/8" 23'-11 1/4".11'-9 1/4".11'-9".11'-9 7/8".11'-9 1/2". UNIT D5 318 UNIT B2 319 UNIT D7 321 UNIT A13 322 UNIT A14 323 UNIT A13 324 UNIT A14 325 UNIT D6 320 5 A100.1 1 HOUR RATED WALL ASSEMBLY ADJACENT TO PROPERTY LINE 1 HOUR RATED WALL ASSEMBLY ADJACENT TO PROPERTY LINE 1 1 1 1 P23 12'-11" ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" 3RD FLOOR WEST ENLARGED PLAN A414 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT PLAN KEYNOTES P1STANDBY GENERATOR P2CONCRETE FILLED STEEL BOLLARD(S), SEE DETAIL X/A500 P3ACCESS VEHICLE CONTROL BARRIER GATE, LIFTMASTER MAT W/ 10FT ARM P4STORAGE LOCKERS P5TRASH COMPACTOR, MINI-MAC MODEL BY MARATHON 5A P6TRASH COMPACTOR TRASH BIN, MINI MAC MODEL BY MARATHON 5A P7FDC CONNECTION, SEE FIRE PROTECTION DWGS P8PATIO, CONCRETE PLINTH W/ PLANTERS & PRECAST CONCRETE BENCHES, SEE LANDSCAPE DRWGS P9WOOD SLAT FENCE P10PAINTED STEEL + GLASS CANOPY P11RECYCLING CHUTE WITH 15% PADDED OFFSET @ BOTTOM BY CHUTES INTERNATIONAL P12RECESSED FIRE EXTINGUISHER CABINET W/GLASS DOOR P13REAR DRAIN TOILET, Units 211-216 only P14CUSTOM MILLWORK RECESSED SHELF AT TYPE 5C BATHROOMS ONLY, SEE SHEET 5B/A602 P15FACTORY PAINTED ALUMINUM SUN SCREEN LOUVERS P16ROOF DECK DRAIN, SEE PLUMBING DRWGS P17PAINTED STEEL GUARDRAIL P18GENERATOR EXHAUST SHAFT, SEE MECH. DWGS P19MIN. 24" WIDE ALUM. OR GALV. STL. LADDER (U200 BY UPNOVR OR SIMILAR) P20SURFACE MOUNTED FIRE EXTINGUISHER CABINET W/ GLASS DOOR P21INTERIOR WINDOW, SEE WINDOW SCHEDULE P22ALL COLUMNS TO BE 3HR FIRE RATED SEE DETAILS ON SHEET A510 P23MANIFOLD/WATER METER WALL-MOUNTED 30"x30" PTD ACCESS PANEL, FRAMELESS, BOTTOM SILL MOUNTED AT 9" A.F.F. IN ALL BATHROOMS (BEHIND DOOR SWING), HALLWAYS (CENTERED ON WALL) AND CLOSET (AT CORNER) LOCATIONS. TYPICAL UNITS SHOWN AT 2ND FLOOR ENLARGED PLAN. ANY CONFLICTS TO BE COORDINATED WITH ARCHITECT. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 SDSD OS OS PS SD /1A411_R EQ EQ EQ EQ EQ EQ UH UK UK UK UH US UBUB UH UH UE UV UHUK UK UBUB UC US UE UV US UV UHUH UK UH UB UB UH UK UK UK UH UV US UE UBUB UBUB US UC UC UV EQ EQ EQ EQ US UV UB UK UH UH UE UHUH US UV UK UH UH UB UH UH UE US UV UB UK UH UH UE UHUH UHUH UH US UV UK UH UH UB UH UH UE UH EQEQ EQEQEQEQ UV UH UK UBUB UBUB UV US UH UK UE UV UH UH UP UP EQEQ EQ EQ EQEQ UC US EQEQ SEE ID417_R UNIT A14 323 UNIT A13 324 UNIT A14 325 UNIT B2 319 UNIT D5 318 UNIT D6 320 UNIT D7 321 SOUTH CORRIDOR 340 UNIT A13 322 REFER TO UNIT 324 FOR DIMENSIONS REFER TO UNIT 323 FOR DIMENSIONS REFER TO UNIT 221 FOR DIMENSIONS REFER TO UNIT 220 FOR DIMENSIONS REFER TO UNIT 219 FOR DIMENSIONS REFER TO UNIT 218 FOR DIMENSIONS 1. FOR OFFSETS OF SHAFT RISERS, PROVIDE CONTINUOUS 2HR RATED GWB ENCLOSURES ON ALL SIDES, FOR LOCATION SEE MECHANICAL DWGS. 2. ALL CONDUIT FOR CEILING MOUNTED FIXTURES OR DEVICES IN AREAS WITH EXPOSED CONCRETE CEILINGS SHALL BE CAST IN CONCRETE SLAB FOR CONCEALMENT. CONDUIT FOR FLOOR MOUNTED POWER, PHONE AND DATA RECEPTACLES SHALL BE CAST IN SLAB AS REQ'D. 3. PROVIDE CONTROL JOINTS IN SUSPENDED GYPSUM BOARD CEILING AS SHOWN AND/OR AS REQ'D BY CEILING CONSTRUCTION. LOCATIONS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. ALIGN WALL & CEILING CONTROL JOINTS WHERE POSSIBLE. 4. CONTRACTOR SHALL PROVIDE ACCESS PANELS IN SUSPENDED GYP BOARD CEILING AS SHOWN ON ARCH & MEP DRAWINGS AND/OR AS REQ'D TO SERVICE MEP/FP SYSTEMS & EQUIPMENT. LOCATIONS NOT SHOWN ON ARCH OR MEP DRAWINGS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. 5. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS, ETC. FOR ALL CEILING MOUNTED ACCESS PANELS, CEILING TRIM, LIGHT FIXTURES, WINDOW TREATMENTS & OTHER EQUIPMENT OR DEVICES AS REQ'D. 6. REFER TO ARCH. DRAWINGS FOR LIGHT FIXTURES LOCATIONS. 7. REFER TO MECH. DRAWINGS FOR LOCATION & SIZE OF HVAC DUCTS & DIFFUSERS. 8. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPE, SWITCHING & LAMPING. 9. REFER TO INTERIOR DRAWINGS FOR ADD'L CEILING FINISH INFORMATION 10. INSTALL ALL INSULATION PER MANUFACTURER'S INSTRUCTIONS. CONTRACTOR TO HAVE INSTRUCTIONS AVAILABLE FOR INSPECTION. 11. SPRINKLERS TO BE ORTHOGONALLY ALIGNED WITH AND EQUALLY SPACED BETWEEN OTHER BUILDING ELEMENTS (I.E. LIGHTS, DIFFUSERS, DOORWAYS, CEILINGS, BULKHEADS) AND EVENLY SPACED AND ALIGNED WITH EACH OTHER. CONFIRM ALL LOCATIONS W/ ARCHITECT PRIOR TO INSTALLATION. RECESSED LIGHT FIXTURE COVE LIGHT / ART WALL WASH (ACLC) -V.I.F. RECESSED STRIP LIGHT W/ LENS, FACING SIDE (CLC) -V.I.F. SURFACE MOUNT DOWNLIGHT WALL SCONCE SPEAKER -SEE AV DWGS FOR TYPES (FINISH TO MATCH ADJACENT CLG. OR WALL, U.N.O.) SPEAKER/STROBE -SEE ELEC. DWGS OCCUPANCY SENSOR SEE ELEC. DWGS PHOTO SENSOR -SEE ELEC. DWGS EXIT SIGN -SEE ELEC. DWGS SMOKE DETECTOR -SEE ELEC. DWGS CENTERLINE RETURN -SEE MECH. DWGS EXHAUST/SUPPLY -SEE MECH. DWGS PS OS SD RCP LEGEND RCP GRAPHIC KEY RCP GENERAL NOTES EXPOSED CONCRETE CEILING SLAB 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-4 1/2" AFF 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-0" AFF SURFACE MOUNT DOWNLIGHT, WET LOCATION PENDANT 1/2" GYPSUM BOARD CEILING, PTD. (U.N.O.); HT 7'-10" AFF ELEC. PANEL -SEE ELEC. DWGS TELECOM PANEL -SEE ELEC. DWGS INTERCOM -SEE ELEC. DWGS ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" 3RD FLOOR WEST ENLARGED RCP A414_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET ADJUSTED PER ARCH. BACKGROUND CHANGES. ACCESS PANELS, SMOKE DETECTORS, OCCUPANCY SENSORS ADDED FOR CLARIFICATION. 1 1 1 1 1 1 1 1 1 ALL INTERCOM PANELS REMOVED. 1 ALIGN ALIGN ALIGN /1A411 T01 007 A T01 007 A T01 007 A T01 007 A T01 007 A 12 A428 13 A428 10 003 A 06 001 A 10 003 A W2A W16 W16 W1D W2A W2A 1B 9'-7 3/4" 6'-0".2'-0" .3'-7 1/4".3'-4" 06 001 A 07 003 C 10 003 A 01 001 A 11 004 A W2A W2A W2B W1D W2A W2A 8'-11 3/8" . 3'-0" 6'-6" . 3'-0" 3'-7 1/2".3'-0" 7'-0" 5'-6 1/2" 2'-0".3'-0" 10 003 A 08 003 A 01 001 A 07 003 C 06 001 A 09 003 A 01 001 A 09 003 A 06 001 A 06 001 A 15 006 D W1D W2A W2A W2A W2A W2B W2A W2A W2A W2A W2AW1D W2A 2'-4" . 3'-4 1/2" . 5'-6 1/2" 2'-0".5'-7 1/4" 9'-0" . 5'-2 5/8" . 2'-4" . 9'-1 1/2" . 3'-0" . 9'-11" 1'-2 1/2". 2'-1 1/2" . 3'-5" . 3'-7 1/2" 2'-0".6'-0" 5'-0 1/4".3'-0" W16 11 004 A 07 003 C 01 001 A 13 005 B 06 001 A 17 006 D 01 001 A 06 001 A W2A W2A W2A W1D W2A W2A W2A W1D 11'-0" . 9'-11" . 3'-0" 2'-0".3'-8".6'-0" 3'-0" 3'-11 1/4".6'-0" 11 004 A 06 001 A 01 001 A 10 003 A 14 005 B 06 001 A 01 001 A 06 001 A 11 004 A 07 003 C W2A W2A W1D W2A W2A W2A W2A 1B 5'-8 3/4".3'-1"8'-0".2'-0".5'-4 1/2".3'-0".9'-9 5/8".4'-5" 5'-6". 3'-1 1/2".2'-0" 7'-0" 3'-8 1/2".1'-0" 6'-6 1/2" 11'-3 5/8" BATH TYPE 5B KITCHEN TYPE 2C BATH TYPE 5B BATH TYPE 1A KITCHEN TYPE 7D BATH TYPE 2C BATH TYPE 1A BATH TYPE 4B BATH TYPE 2D KITCHEN TYPE 5A BATH TYPE 5C BATH TYPE 1E 5'-11 1/2" . 4'-8" . 7'-0" . 5'-8 7/8" 11 004 A 01 001 A 06 001 A 06 001 A 07 003 C 01 001 A 17 006 D 10 003 A W2A W2A W2A W1D W2A W2A W2A W2A W1D 2'-0"...3'-0".9'-11".11'-10 1/2" 6'-0".4'-11 1/2" 6'-0".3'-8".2'-0" 3'-0" 4'-5 3/8".8'-4 1/2".4'-8".6'-10" KITCHEN TYPE 8A BATH TYPE 1A 1'-1 5/8"7'-10" KITCHEN TYPE 2C BATH TYPE 4.1A 2 A308 4 A308 3 A309 W11B W11B W16 W11D W11D W11D W14B W11D W11D T04 010 A T02 008 F T02 F008 5 A308 W11B W14 T02 F008 P12 23B 23B NORTH STAIR 10'-0" 10'-0" .28'-4 1/8".40'-7 5/8".38'-7" 21'-9 1/8".21'-6 7/8" 49'-11 1/8" 8'-2 1/2" 10'-1 1/8" 3'-1 1/2" 43'-1 3/8" . 46'-7 7/8" 9'-4 1/2" 19'-9 1/4".4'-7 5/8".18'-3 1/4" P14 UNIT B3 326 UNIT D8 327 UNIT D9 328 UNIT D10 329 UNIT D11 330 1 HOUR RATED WALL ASSEMBLY ADJACENT TO PROPERTY LINE 1 1 W11B W14 W11C W11C 10'-0" A510 3 Sim A510 3 Sim A510 3 Sim A510 3 Sim A510 3 Sim A510 2 Sim A510 2 Sim A510 9 Sim 9 A428 21'-5 1/8" ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" 3RD FLOOR NORTH ENLARGED PLAN A415 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT PLAN KEYNOTES P1STANDBY GENERATOR P2CONCRETE FILLED STEEL BOLLARD(S), SEE DETAIL X/A500 P3ACCESS VEHICLE CONTROL BARRIER GATE, LIFTMASTER MAT W/ 10FT ARM P4STORAGE LOCKERS P5TRASH COMPACTOR, MINI-MAC MODEL BY MARATHON 5A P6TRASH COMPACTOR TRASH BIN, MINI MAC MODEL BY MARATHON 5A P7FDC CONNECTION, SEE FIRE PROTECTION DWGS P8PATIO, CONCRETE PLINTH W/ PLANTERS & PRECAST CONCRETE BENCHES, SEE LANDSCAPE DRWGS P9WOOD SLAT FENCE P10PAINTED STEEL + GLASS CANOPY P11RECYCLING CHUTE WITH 15% PADDED OFFSET @ BOTTOM BY CHUTES INTERNATIONAL P12RECESSED FIRE EXTINGUISHER CABINET W/GLASS DOOR P13REAR DRAIN TOILET, Units 211-216 only P14CUSTOM MILLWORK RECESSED SHELF AT TYPE 5C BATHROOMS ONLY, SEE SHEET 5B/A602 P15FACTORY PAINTED ALUMINUM SUN SCREEN LOUVERS P16ROOF DECK DRAIN, SEE PLUMBING DRWGS P17PAINTED STEEL GUARDRAIL P18GENERATOR EXHAUST SHAFT, SEE MECH. DWGS P19MIN. 24" WIDE ALUM. OR GALV. STL. LADDER (U200 BY UPNOVR OR SIMILAR) P20SURFACE MOUNTED FIRE EXTINGUISHER CABINET W/ GLASS DOOR P21INTERIOR WINDOW, SEE WINDOW SCHEDULE P22ALL COLUMNS TO BE 3HR FIRE RATED SEE DETAILS ON SHEET A510 P23MANIFOLD/WATER METER WALL-MOUNTED 30"x30" PTD ACCESS PANEL, FRAMELESS, BOTTOM SILL MOUNTED AT 9" A.F.F. IN ALL BATHROOMS (BEHIND DOOR SWING), HALLWAYS (CENTERED ON WALL) AND CLOSET (AT CORNER) LOCATIONS. TYPICAL UNITS SHOWN AT 2ND FLOOR ENLARGED PLAN. ANY CONFLICTS TO BE COORDINATED WITH ARCHITECT. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 OS SD SD SD OS PS SD /1A411_R UB UB UC UV US UV UKUKUK UE UB UB US UV UB UB US UB UB UB UB UC US UC UH UE UH UB UB UB UB US US UC UK UK UE UV UH UH UH UH UV UV UB UB UHUH UKUK UC UEUK UP UP UK UK UHUHUH UH UH UK UV UV UH UK US UV UB UB UH UK US UV UE UB UB UP UP SEE ID419_R E2 E2 E2 E2 SEE ELEC. & MECH. DWGS UNIT B3 326 UNIT D9 328 UNIT D8 327 UNIT D11 330 UNIT D10 329 NORTH STAIR NORTH CORRIDOR 339 UNIT D12 331 REFER TO UNIT 229 FOR DIMENSIONS REFER TO UNIT 230 FOR DIMENSIONS REFER TO UNIT 231 FOR DIMENSIONS REFER TO UNIT 226 FOR DIMENSIONS REFER TO UNIT 228 FOR DIMENSIONS REFER TO UNIT 227 FOR DIMENSIONS 1. FOR OFFSETS OF SHAFT RISERS, PROVIDE CONTINUOUS 2HR RATED GWB ENCLOSURES ON ALL SIDES, FOR LOCATION SEE MECHANICAL DWGS. 2. ALL CONDUIT FOR CEILING MOUNTED FIXTURES OR DEVICES IN AREAS WITH EXPOSED CONCRETE CEILINGS SHALL BE CAST IN CONCRETE SLAB FOR CONCEALMENT. CONDUIT FOR FLOOR MOUNTED POWER, PHONE AND DATA RECEPTACLES SHALL BE CAST IN SLAB AS REQ'D. 3. PROVIDE CONTROL JOINTS IN SUSPENDED GYPSUM BOARD CEILING AS SHOWN AND/OR AS REQ'D BY CEILING CONSTRUCTION. LOCATIONS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. ALIGN WALL & CEILING CONTROL JOINTS WHERE POSSIBLE. 4. CONTRACTOR SHALL PROVIDE ACCESS PANELS IN SUSPENDED GYP BOARD CEILING AS SHOWN ON ARCH & MEP DRAWINGS AND/OR AS REQ'D TO SERVICE MEP/FP SYSTEMS & EQUIPMENT. LOCATIONS NOT SHOWN ON ARCH OR MEP DRAWINGS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. 5. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS, ETC. FOR ALL CEILING MOUNTED ACCESS PANELS, CEILING TRIM, LIGHT FIXTURES, WINDOW TREATMENTS & OTHER EQUIPMENT OR DEVICES AS REQ'D. 6. REFER TO ARCH. DRAWINGS FOR LIGHT FIXTURES LOCATIONS. 7. REFER TO MECH. DRAWINGS FOR LOCATION & SIZE OF HVAC DUCTS & DIFFUSERS. 8. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPE, SWITCHING & LAMPING. 9. REFER TO INTERIOR DRAWINGS FOR ADD'L CEILING FINISH INFORMATION 10. INSTALL ALL INSULATION PER MANUFACTURER'S INSTRUCTIONS. CONTRACTOR TO HAVE INSTRUCTIONS AVAILABLE FOR INSPECTION. 11. SPRINKLERS TO BE ORTHOGONALLY ALIGNED WITH AND EQUALLY SPACED BETWEEN OTHER BUILDING ELEMENTS (I.E. LIGHTS, DIFFUSERS, DOORWAYS, CEILINGS, BULKHEADS) AND EVENLY SPACED AND ALIGNED WITH EACH OTHER. CONFIRM ALL LOCATIONS W/ ARCHITECT PRIOR TO INSTALLATION. RECESSED LIGHT FIXTURE COVE LIGHT / ART WALL WASH (ACLC) -V.I.F. RECESSED STRIP LIGHT W/ LENS, FACING SIDE (CLC) -V.I.F. SURFACE MOUNT DOWNLIGHT WALL SCONCE SPEAKER -SEE AV DWGS FOR TYPES (FINISH TO MATCH ADJACENT CLG. OR WALL, U.N.O.) SPEAKER/STROBE -SEE ELEC. DWGS OCCUPANCY SENSOR SEE ELEC. DWGS PHOTO SENSOR -SEE ELEC. DWGS EXIT SIGN -SEE ELEC. DWGS SMOKE DETECTOR -SEE ELEC. DWGS CENTERLINE RETURN -SEE MECH. DWGS EXHAUST/SUPPLY -SEE MECH. DWGS PS OS SD RCP LEGEND RCP GRAPHIC KEY RCP GENERAL NOTES EXPOSED CONCRETE CEILING SLAB 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-4 1/2" AFF 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-0" AFF SURFACE MOUNT DOWNLIGHT, WET LOCATION PENDANT 1/2" GYPSUM BOARD CEILING, PTD. (U.N.O.); HT 7'-10" AFF ELEC. PANEL -SEE ELEC. DWGS TELECOM PANEL -SEE ELEC. DWGS INTERCOM -SEE ELEC. DWGS ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" 3RD FLOOR NORTH ENLARGED RCP A415_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET ADJUSTED PER ARCH. BACKGROUND CHANGES. ACCESS PANELS, SMOKE DETECTORS, OCCUPANCY SENSORS ADDED FOR CLARIFICATION. 1 1 1 1 1 1 1 1 1 ALL INTERCOM PANELS REMOVED. 1 UV US US UV ALIGN ALIGN ALIGN ALIGN ALIGN 8 A427 7 A427 /1A418 /1A417 /1A420 /1A419 /1A418 /1A419 6 A427 T01 007 A T01 007 A T01 007 A T01 007 A T01 007 A T01 007 A T05 011 A 9 A427 12 A428 13 A428 13 005 B 06 001 A 07 003 C 10 003 A 10 003 A 05 002 E 06 001 A 07 003 C 10 003 A 01 001 A W2B W2A W2A W1DW2A W2B W2A W2A W2A W2B W1D W2A W1D 06 001 A 13 005 B 07 003 C 16 006 D W1D W2B W2A W2A W2B W2A W2A 1B 01 001 A 5'-6 1/8" 6'-0".3'-5 7/8".2'-0".3'-5".12'-1 5/8" 2'-0".11'-11 3/8" 5'-6 1/8" .8'-11 1/2".2'-0" 5'-2 1/2"5'-5 1/8"4'-6 5/8"3'-10 1/2"2'-10".2'-7" 9'-11".9'-7".2'-0" 2'-0".4'-1 1/4".6'-0" 5'-6" . 1'-0" 3'-4 7/8" . 2'-8 1/4" 6'-6" . 3'-0" 3'-7 1/2".3'-0" 7'-0" 2'-0".3'-0" W2A W2A W2A W2A W2B 14 005 B 06 001 A 07 003 C 10 003 A 5'-2".3'-0".3'-1"5'-10 1/2" 11'-0 1/8".3'-8 5/8".10'-0" 5'-5 7/8".1'-11" 8 1/4" 3'-0" 10'-4 3/4" W2A W2A W2A W2A W2B 14 005 B 06 001 A 07 003 C 10 003 A 5'-2".3'-0".3'-1"5'-10 1/2" 11'-0".3'-8 5/8".10'-0" 5'-5 7/8".2'-0" 8 1/4" 3'-1" 10'-4 3/4" 2'-0" W2A 1B 1B 2'-0" 1B 6'-6 1/2".3'-0".6'-9 1/2" 06 001 A 07 003 C 13 005 B 16 006 D W1D W2A W2B W2AW2A W2A W2B W2A 2'-0" . 4'-0" . 6'-0" 3'-0 3/4" 3'-4 1/8" 1'-0" . 5'-6" 9'-11".9'-7".2'-0" 5'-3 1/4".4'-6 5/8"5'-5 1/8"2'-10"6'-10"2'-7" W1D 2'-0" . 9'-6" . BATH TYPE 1A KITCHEN TYPE 3A BATH TYPE 1A BATH TYPE 1A KITCHEN TYPE 3A BATH TYPE 7A KITCHEN TYPE 2C BATH TYPE 5B 5'-2 1/2"5'-5 1/8"4'-6 5/8"3'-10 1/2"2'-10".2'-7" 5'-2 1/2"5'-5 1/8"4'-6 5/8"3'-10 1/2"2'-10".2'-7" W2A W2B 03 002 E W2B 06 001 A 17 006 D07 003 C 09 003 A 01 001 A 10 003 A 06 001 A 10 003 A 04 002 E W2A W2A W2A W2A W2B W1D W2A W2A W2A W2A W2A 1B 5'-6".2'-0".11'-6 1/4".3'-0". 7'-0".3'-5" 3'-0".12'-3 1/4".9'-7 3/4" 6'-0".2'-0" 2'-6".3'-4".3'-7 1/4".3'-4" 12'-2 1/8" BATH TYPE 1E BATH TYPE 2E KITCHEN TYPE 2C KITCHEN TYPE 2C KITCHEN TYPE 2C S21 S21 4 A309 3 A309 W26 W26 W14 W14 W11D 1B 1D W14 W11B W14 W14 1B W14 W14W14 ELEVATOR LOBBY 438 SOUTH CORRIDOR 440 NORTH CORRIDOR 439 T04 010 A T04 010 A T02 008 F T06 011 A ELEC/DATA 437 T06 011 A W11C W11C W11CW11C W11C W11C W11D W11D W11D W11B W14 TRASH ROOM 435 W11D W11C T02 F008 P11 P11 P12 P12 23B 23B 23B 23B 23B 23B 23B CENTRAL STAIR NORTH STAIR 7'-7"4'-0 3/4" 1'-4 5/8" 2'-8 5/8" 18'-4 1/8"58'-8 1/4"4'-8 3/4". 8'-2 1/2" 10'-1 1/8" 3'-1 3/4" 4'-10 3/8"20'-1 3/4" .4'-10 3/8".39'-1"10'-6 1/2". 9'-4 1/2" 25'-10" . 11'-9 7/8" . 11'-9" UNIT C1 401 UNIT B3 426 UNIT D12 431 UNIT A11 432 UNIT A12 433 UNIT C2 434 ELEV 2 ELEV 1 P21 W11B W11B W14 1 10'-0" P21 1 A510 2 Sim 8'-5 1/4" 16'-1 5/8" ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" 4TH FLOOR CORE ENLARGED PLAN A416 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT PLAN KEYNOTES P1STANDBY GENERATOR P2CONCRETE FILLED STEEL BOLLARD(S), SEE DETAIL X/A500 P3ACCESS VEHICLE CONTROL BARRIER GATE, LIFTMASTER MAT W/ 10FT ARM P4STORAGE LOCKERS P5TRASH COMPACTOR, MINI-MAC MODEL BY MARATHON 5A P6TRASH COMPACTOR TRASH BIN, MINI MAC MODEL BY MARATHON 5A P7FDC CONNECTION, SEE FIRE PROTECTION DWGS P8PATIO, CONCRETE PLINTH W/ PLANTERS & PRECAST CONCRETE BENCHES, SEE LANDSCAPE DRWGS P9WOOD SLAT FENCE P10PAINTED STEEL + GLASS CANOPY P11RECYCLING CHUTE WITH 15% PADDED OFFSET @ BOTTOM BY CHUTES INTERNATIONAL P12RECESSED FIRE EXTINGUISHER CABINET W/GLASS DOOR P13REAR DRAIN TOILET, Units 211-216 only P14CUSTOM MILLWORK RECESSED SHELF AT TYPE 5C BATHROOMS ONLY, SEE SHEET 5B/A602 P15FACTORY PAINTED ALUMINUM SUN SCREEN LOUVERS P16ROOF DECK DRAIN, SEE PLUMBING DRWGS P17PAINTED STEEL GUARDRAIL P18GENERATOR EXHAUST SHAFT, SEE MECH. DWGS P19MIN. 24" WIDE ALUM. OR GALV. STL. LADDER (U200 BY UPNOVR OR SIMILAR) P20SURFACE MOUNTED FIRE EXTINGUISHER CABINET W/ GLASS DOOR P21INTERIOR WINDOW, SEE WINDOW SCHEDULE P22ALL COLUMNS TO BE 3HR FIRE RATED SEE DETAILS ON SHEET A510 P23MANIFOLD/WATER METER WALL-MOUNTED 30"x30" PTD ACCESS PANEL, FRAMELESS, BOTTOM SILL MOUNTED AT 9" A.F.F. IN ALL BATHROOMS (BEHIND DOOR SWING), HALLWAYS (CENTERED ON WALL) AND CLOSET (AT CORNER) LOCATIONS. TYPICAL UNITS SHOWN AT 2ND FLOOR ENLARGED PLAN. ANY CONFLICTS TO BE COORDINATED WITH ARCHITECT. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 OS OS OS SD SD SD SD SD SD OS SD OS PS SD /1A417_R /1A419_R UH UK UH UB UV UE US UH UH UH UK UB UV US UV UKUKUK UH UB UH UV US UB UB US UE UB US UV UE UBUB UH UK UK UK UH UH UH UH UHUH UKUK UV US UEUK UK UH UE UH US UH UHUH UB UB UV UK UK UK UE UH UH SEE ID411_R E2 SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS E2 ELEVATOR LOBBY 438 NORTH CORRIDOR 439 TRASH ROOM 435 CENTRAL STAIR SOUTH CORRIDOR 440 ELEC/DATA 437 NORTH STAIR UNIT B3 426 UNIT D12 431 UNIT A11 432 UNIT A12 433 UNIT C1 401 UNIT C2 434 REFER TO UNIT 226 FOR DIMENSIONS REFER TO UNIT 232 FOR DIMENSIONS REFER TO UNIT 233 FOR DIMENSIONS REFER TO UNIT 234 FOR DIMENSIONS REFER TO UNIT 201 FOR DIMENSIONS REFER TO UNIT 231 FOR DIMENSIONS 1. FOR OFFSETS OF SHAFT RISERS, PROVIDE CONTINUOUS 2HR RATED GWB ENCLOSURES ON ALL SIDES, FOR LOCATION SEE MECHANICAL DWGS. 2. ALL CONDUIT FOR CEILING MOUNTED FIXTURES OR DEVICES IN AREAS WITH EXPOSED CONCRETE CEILINGS SHALL BE CAST IN CONCRETE SLAB FOR CONCEALMENT. CONDUIT FOR FLOOR MOUNTED POWER, PHONE AND DATA RECEPTACLES SHALL BE CAST IN SLAB AS REQ'D. 3. PROVIDE CONTROL JOINTS IN SUSPENDED GYPSUM BOARD CEILING AS SHOWN AND/OR AS REQ'D BY CEILING CONSTRUCTION. LOCATIONS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. ALIGN WALL & CEILING CONTROL JOINTS WHERE POSSIBLE. 4. CONTRACTOR SHALL PROVIDE ACCESS PANELS IN SUSPENDED GYP BOARD CEILING AS SHOWN ON ARCH & MEP DRAWINGS AND/OR AS REQ'D TO SERVICE MEP/FP SYSTEMS & EQUIPMENT. LOCATIONS NOT SHOWN ON ARCH OR MEP DRAWINGS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. 5. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS, ETC. FOR ALL CEILING MOUNTED ACCESS PANELS, CEILING TRIM, LIGHT FIXTURES, WINDOW TREATMENTS & OTHER EQUIPMENT OR DEVICES AS REQ'D. 6. REFER TO ARCH. DRAWINGS FOR LIGHT FIXTURES LOCATIONS. 7. REFER TO MECH. DRAWINGS FOR LOCATION & SIZE OF HVAC DUCTS & DIFFUSERS. 8. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPE, SWITCHING & LAMPING. 9. REFER TO INTERIOR DRAWINGS FOR ADD'L CEILING FINISH INFORMATION 10. INSTALL ALL INSULATION PER MANUFACTURER'S INSTRUCTIONS. CONTRACTOR TO HAVE INSTRUCTIONS AVAILABLE FOR INSPECTION. 11. SPRINKLERS TO BE ORTHOGONALLY ALIGNED WITH AND EQUALLY SPACED BETWEEN OTHER BUILDING ELEMENTS (I.E. LIGHTS, DIFFUSERS, DOORWAYS, CEILINGS, BULKHEADS) AND EVENLY SPACED AND ALIGNED WITH EACH OTHER. CONFIRM ALL LOCATIONS W/ ARCHITECT PRIOR TO INSTALLATION. RECESSED LIGHT FIXTURE COVE LIGHT / ART WALL WASH (ACLC) -V.I.F. RECESSED STRIP LIGHT W/ LENS, FACING SIDE (CLC) -V.I.F. SURFACE MOUNT DOWNLIGHT WALL SCONCE SPEAKER -SEE AV DWGS FOR TYPES (FINISH TO MATCH ADJACENT CLG. OR WALL, U.N.O.) SPEAKER/STROBE -SEE ELEC. DWGS OCCUPANCY SENSOR SEE ELEC. DWGS PHOTO SENSOR -SEE ELEC. DWGS EXIT SIGN -SEE ELEC. DWGS SMOKE DETECTOR -SEE ELEC. DWGS CENTERLINE RETURN -SEE MECH. DWGS EXHAUST/SUPPLY -SEE MECH. DWGS PS OS SD RCP LEGEND RCP GRAPHIC KEY RCP GENERAL NOTES EXPOSED CONCRETE CEILING SLAB 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-4 1/2" AFF 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-0" AFF SURFACE MOUNT DOWNLIGHT, WET LOCATION PENDANT 1/2" GYPSUM BOARD CEILING, PTD. (U.N.O.); HT 7'-10" AFF ELEC. PANEL -SEE ELEC. DWGS TELECOM PANEL -SEE ELEC. DWGS INTERCOM -SEE ELEC. DWGS ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" 4TH FLOOR CORE ENLARGED RCP A416_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET ADJUSTED PER ARCH. BACKGROUND CHANGES. ACCESS PANELS, SMOKE DETECTORS, OCCUPANCY SENSORS ADDED FOR CLARIFICATION. 1 1 1 1 1 1 1 1 1 ALL INTERCOM PANELS REMOVED. 1 ALIGN ALIGN ALIGN ALIGN ALIGN /1A416 T01 007 A T01 007 A T01 007 A T01 007 A T01 007 A T01 007 A T01 007 A T01 007 A T04 010 A T07 011 A 14 A428 15 A428 07 003 C 06 001 A 01 001 A 11 004 A 06 001 A 01 001 A 10 003 A 14 005 B 14 005 B 10 003 A 01 001 A 07 003 C 06 001 A 01 001 A 11 004 A 06 001 A 06 001 A 11 004 A 01 001 A 06 001 A 09 003 A 16 006 D 07 003 C 01 001 A W2A W2A W2A W2A W2B W2A W2A W2A W2B W2A W2A W14 W2A W2A W2B W2B W2A W1D W2A W2A W2A W14 W2A W1D W1D W1C W1D W2A W2B W2A 16 006 D 06 001 A 12 005 B 07 003 C W2A W2B W1D W2A W2B W2A W2A 16 006 D 12 005 B 06 001 A 07 003 C W2B W2A W1D W2A W2B W2A W2A 06 001 A 11 004 A 07 003 C 16 006 D W2B W2A W2A W2B W2A 1B1B 9'-11".8'-11 1/2".2'-0" 2'-7" . 2'-10" 3'-10 1/2" 3'-10 1/2" 4'-9" 5'-1 7/8" 6'-0 1/8".4'-1 3/8".2'-0" 5'-6".1'-0"3'-4 7/8".2'-8 1/4" 2'-0" . 8'-11 3/8" . 9'-11" 5'-2 5/8".3'-10 1/2"4'-9"2'-10"6'-9 7/8"2'-7" W2A 2'-0".4'-0 1/8".6'-0" 2'-0" . 10'-5 1/2" . 6'-0 1/4" 4'-3 7/8".2'-10"3'-5 1/2"2'-7" 3'-0 3/4"3'-4 1/4"1'-0".5'-6" 2'-0".10'-2 3/4" W1C 5'-4 5/8".5'-9 1/8".9'-11".3'-0" 9'-3 1/2" 5'-6" 6'-0".3'-8" 3'-0".6'-8".3'-0" 11'-8 1/4".12'-3".2'-0".2'-0".12'-3".11'-5 1/8" 3'-0".6'-8".3'-0" 3'-0".9'-11".5'-6 3/4".5'-4 1/2" 3'-8" . 6'-0" 5'-6" 9'-3 1/2" 3'-0".9'-11".11'-0" 6'-0" . 3'-8" . 2'-0" 3'-0" 2'-6".7'-0 1/2".3'-8".6'-11 1/2" 10 003 A 07 003 C 01 001 A 01 001 A W2A W2B W2B W2A 3'-9 3/4".3'-0".6'-6"3'-1". 7'-0" 3'-0" . 2'-0" 11'-10" 2'-0".12'-3".11'-5 3/4" 2'-0".12'-3".11'-5 3/4" W2A W1C 17 006 D BATH TYPE 1B KITCHEN TYPE 3A BATH TYPE 2A BATH TYPE 1A KITCHEN TYPE 2C BATH TYPE 1A KITCHEN TYPE 3A KITCHEN TYPE 3A BATH TYPE 1A BATH TYPE 1A BATH TYPE 2A KITCHEN TYPE 7A BATH TYPE 1A BATH TYPE 5B KITCHEN TYPE 2C W2A W2A W2A W2B W2A 06 001 A 16 006 D 12 005 B 07 003 C W1D W2B W2A W2A W2A W2A W2B 9'-11".8'-11 3/8".2'-0" 2'-7" 8'-9" 2'-10" . 3'-5" . 5'-1 1/2" 6'-0".4'-4 1/2".2'-0" 5'-6".1'-0"3'-4 1/4"3'-0 3/4" BATH TYPE 1A KITCHEN TYPE 3A 2'-7 1/2".3'-4 1/2"1'-0".5'-6" W1D 2'-0" KITCHEN TYPE 7B BATH TYPE 2.1B 5'-6" . 6'-0" 2 A310 3 A303 2 A303 W14B W14 W11B W14 W11B W11B W14 W14 W11D W11D W11B W11D 1B SOUTH CORRIDOR 440 T02 008 F T02 F008 T02 F008 T02 F008 3 A302 3 A311 W15 W11C W11C W11C W11C W11C W11C W11C W11C W11C W11C W11C W11C TELECOM 436 W11D W11C P12 P12 W11D W11C W11B 23B 23B 23B 23B 23B 23B 23B 23B EAST STAIR 1" 10'-4 3/4" 10'-9 3/8" 10'-2 3/4" 10'-1" 3 1/2" 28'-7 5/8".35'-3 5/8" 20'-11 5/8" . 24'-9 7/8" 42'-9 3/8"9'-5 1/2"42'-10 5/8" 20'-11 5/8" . 41'-1 3/4" 8'-0" 4'-7 1/2" . 5'-0 3/8" 20'-4 1/4"6'-0 1/4"2'-0 3/4" .11'-9 3/4".11'-9 1/4".11'-11".11'-7 1/4".4'-8 7/8" UNIT A1 402 UNIT A2 403 UNIT A3 404 UNIT A4 405 UNIT D1 406 UNIT D2 407 UNIT D3 408 UNIT B1 409 1 HOUR RATED WALL ASSEMBLY ADJACENT TO PROPERTY LINE 1 HOUR RATED WALL ASSEMBLY ADJACENT TO PROPERTY LINE 1 HOUR RATED WALL ASSEMBLY ADJACENT TO PROPERTY LINE 1 1 1 1 W11B 1 5'-10 3/4" 4'-7 5/8" A510 9 Sim A510 9 Sim A510 9 Sim A510 9 Sim 36'-10 1/2" 2'-4 1/2" ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" 4TH FLOOR EAST ENLARGED PLAN A417 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT PLAN KEYNOTES P1STANDBY GENERATOR P2CONCRETE FILLED STEEL BOLLARD(S), SEE DETAIL X/A500 P3ACCESS VEHICLE CONTROL BARRIER GATE, LIFTMASTER MAT W/ 10FT ARM P4STORAGE LOCKERS P5TRASH COMPACTOR, MINI-MAC MODEL BY MARATHON 5A P6TRASH COMPACTOR TRASH BIN, MINI MAC MODEL BY MARATHON 5A P7FDC CONNECTION, SEE FIRE PROTECTION DWGS P8PATIO, CONCRETE PLINTH W/ PLANTERS & PRECAST CONCRETE BENCHES, SEE LANDSCAPE DRWGS P9WOOD SLAT FENCE P10PAINTED STEEL + GLASS CANOPY P11RECYCLING CHUTE WITH 15% PADDED OFFSET @ BOTTOM BY CHUTES INTERNATIONAL P12RECESSED FIRE EXTINGUISHER CABINET W/GLASS DOOR P13REAR DRAIN TOILET, Units 211-216 only P14CUSTOM MILLWORK RECESSED SHELF AT TYPE 5C BATHROOMS ONLY, SEE SHEET 5B/A602 P15FACTORY PAINTED ALUMINUM SUN SCREEN LOUVERS P16ROOF DECK DRAIN, SEE PLUMBING DRWGS P17PAINTED STEEL GUARDRAIL P18GENERATOR EXHAUST SHAFT, SEE MECH. DWGS P19MIN. 24" WIDE ALUM. OR GALV. STL. LADDER (U200 BY UPNOVR OR SIMILAR) P20SURFACE MOUNTED FIRE EXTINGUISHER CABINET W/ GLASS DOOR P21INTERIOR WINDOW, SEE WINDOW SCHEDULE P22ALL COLUMNS TO BE 3HR FIRE RATED SEE DETAILS ON SHEET A510 P23MANIFOLD/WATER METER WALL-MOUNTED 30"x30" PTD ACCESS PANEL, FRAMELESS, BOTTOM SILL MOUNTED AT 9" A.F.F. IN ALL BATHROOMS (BEHIND DOOR SWING), HALLWAYS (CENTERED ON WALL) AND CLOSET (AT CORNER) LOCATIONS. TYPICAL UNITS SHOWN AT 2ND FLOOR ENLARGED PLAN. ANY CONFLICTS TO BE COORDINATED WITH ARCHITECT. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 SD OS OS SD SD SD SD OS PS SD /1A416_R /1A418_R UBUB UB UV USUC UV US UB UB UHUH UH UK UK UK UE UHUH UKUK UE UHUHUB UC UV UB UB UBUB US UH UB UB UK UK UKUH UE UH UE UB UB UB UB UHUH UKUK UH US UV UBUC US UV UHUH UK UB UV UE US UB UB UH UK UH UH US UV UV US UV UK UV UP UP UPUP UHUH UK UBUH UV UE US UH UH UHUH UK UBUH UV UH UE US UH E2E2 E2E2 SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS EAST STAIR UNIT A1 402 UNIT A2 403 UNIT A3 404 UNIT A4 405 UNIT D1 406 UNIT D2 407 UNIT B1 409 UNIT D3 408 TELECOM 436 SOUTH CORRIDOR 440 REFER TO UNIT 206 FOR DIMENSIONS REFER TO UNIT 207 FOR DIMENSIONS REFER TO UNIT 208 FOR DIMENSIONS REFER TO UNIT 209 FOR DIMENSIONS REFER TO UNIT 202 FOR DIMENSIONS REFER TO UNIT 203 FOR DIMENSIONS REFER TO UNIT 204 FOR DIMENSIONS REFER TO UNIT 205 FOR DIMENSIONS 1. FOR OFFSETS OF SHAFT RISERS, PROVIDE CONTINUOUS 2HR RATED GWB ENCLOSURES ON ALL SIDES, FOR LOCATION SEE MECHANICAL DWGS. 2. ALL CONDUIT FOR CEILING MOUNTED FIXTURES OR DEVICES IN AREAS WITH EXPOSED CONCRETE CEILINGS SHALL BE CAST IN CONCRETE SLAB FOR CONCEALMENT. CONDUIT FOR FLOOR MOUNTED POWER, PHONE AND DATA RECEPTACLES SHALL BE CAST IN SLAB AS REQ'D. 3. PROVIDE CONTROL JOINTS IN SUSPENDED GYPSUM BOARD CEILING AS SHOWN AND/OR AS REQ'D BY CEILING CONSTRUCTION. LOCATIONS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. ALIGN WALL & CEILING CONTROL JOINTS WHERE POSSIBLE. 4. CONTRACTOR SHALL PROVIDE ACCESS PANELS IN SUSPENDED GYP BOARD CEILING AS SHOWN ON ARCH & MEP DRAWINGS AND/OR AS REQ'D TO SERVICE MEP/FP SYSTEMS & EQUIPMENT. LOCATIONS NOT SHOWN ON ARCH OR MEP DRAWINGS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. 5. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS, ETC. FOR ALL CEILING MOUNTED ACCESS PANELS, CEILING TRIM, LIGHT FIXTURES, WINDOW TREATMENTS & OTHER EQUIPMENT OR DEVICES AS REQ'D. 6. REFER TO ARCH. DRAWINGS FOR LIGHT FIXTURES LOCATIONS. 7. REFER TO MECH. DRAWINGS FOR LOCATION & SIZE OF HVAC DUCTS & DIFFUSERS. 8. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPE, SWITCHING & LAMPING. 9. REFER TO INTERIOR DRAWINGS FOR ADD'L CEILING FINISH INFORMATION 10. INSTALL ALL INSULATION PER MANUFACTURER'S INSTRUCTIONS. CONTRACTOR TO HAVE INSTRUCTIONS AVAILABLE FOR INSPECTION. 11. SPRINKLERS TO BE ORTHOGONALLY ALIGNED WITH AND EQUALLY SPACED BETWEEN OTHER BUILDING ELEMENTS (I.E. LIGHTS, DIFFUSERS, DOORWAYS, CEILINGS, BULKHEADS) AND EVENLY SPACED AND ALIGNED WITH EACH OTHER. CONFIRM ALL LOCATIONS W/ ARCHITECT PRIOR TO INSTALLATION. RECESSED LIGHT FIXTURE COVE LIGHT / ART WALL WASH (ACLC) -V.I.F. RECESSED STRIP LIGHT W/ LENS, FACING SIDE (CLC) -V.I.F. SURFACE MOUNT DOWNLIGHT WALL SCONCE SPEAKER -SEE AV DWGS FOR TYPES (FINISH TO MATCH ADJACENT CLG. OR WALL, U.N.O.) SPEAKER/STROBE -SEE ELEC. DWGS OCCUPANCY SENSOR SEE ELEC. DWGS PHOTO SENSOR -SEE ELEC. DWGS EXIT SIGN -SEE ELEC. DWGS SMOKE DETECTOR -SEE ELEC. DWGS CENTERLINE RETURN -SEE MECH. DWGS EXHAUST/SUPPLY -SEE MECH. DWGS PS OS SD RCP LEGEND RCP GRAPHIC KEY RCP GENERAL NOTES EXPOSED CONCRETE CEILING SLAB 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-4 1/2" AFF 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-0" AFF SURFACE MOUNT DOWNLIGHT, WET LOCATION PENDANT 1/2" GYPSUM BOARD CEILING, PTD. (U.N.O.); HT 7'-10" AFF ELEC. PANEL -SEE ELEC. DWGS TELECOM PANEL -SEE ELEC. DWGS INTERCOM -SEE ELEC. DWGS ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" 4TH FLOOR EAST ENLARGED RCP A417_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET ADJUSTED PER ARCH. BACKGROUND CHANGES. ACCESS PANELS, SMOKE DETECTORS, OCCUPANCY SENSORS ADDED FOR CLARIFICATION. 1 1 11 1 1 1111 1 ALL INTERCOM PANELS REMOVED. 1 OS SD SEE ID413_R UV US UH UH UH ALIGN /1A419 /1A417 /1A419 T01 007 A T01 007 A T01 007 A T01 007 A T01 007 A T01 007 A T01 007 A T01 007 A 05 002 E 01 001 A 11 004 A 06 001 A 13 005 B 11 004 A 06 001 A W2B W2A W2A W2B W1D W2A W2A W2A W2A W2B 06 001 A 07 003 C 16 006 D W2B W2A W1D W2A W2A W2B W2A 16 006 D 16 006 D 13 005 B 06 001 A W2A W2B W1D W2A W2B W2A 16 006 D 06 001 A 13 005 B 07 003 C W2A W1D W2B W2A W2A W2A W2B 16 006 D 13 005 B 06 001 A W2A W2B W1D W2A W2B W2A 16 006 D 06 001 A 13 005 B 07 003 C W2A W1D W2B W2A W2A W2A W2B 06 001 A 16 006 D 12 005 B 07 003 C W1D W2A W2B W2A W2A W2A W2B W2A 5'-6 1/8" 5'-6 1/8" 6'-6 1/8".5'-3 1/8".4'-0 1/2"6'-4" 2'-0" . 12'-10 1/2" . 9'-0" 4'-6 7/8" . 9'-11" . 9'-7 1/4" 4'-6".5'-6" 6'-0" 7'-0 7/8" 2'-0".10'-2".9'-11" 5'-2" . 5'-10 3/4" . 2'-10" 10'-5 3/4" 2'-7" 6'-0 5/8".4'-4 3/4".2'-0" 5'-6".1'-0"3'-4 1/2"3'-0 1/8" 2'-0".4'-0 3/4".6'-0" 2'-8 1/4".3'-4 5/8"1'-0".5'-6" 9'-11" . 10'-2" . 2'-0" 2'-7".2'-10"3'-10 1/2"4'-6 3/4"5'-5 1/4"5'-2 1/4" 2'-0".4'-0 3/4".6'-0" 2'-8 1/4".3'-4 5/8"1'-0".5'-6" 9'-11" . 10'-2" . 2'-0" 2'-7".2'-10"3'-10 1/2"4'-6 3/4"5'-5 1/4"5'-2 1/4" 6'-0".4'-0 5/8".2'-0" 2'-0".10'-2".9'-11" 5'-6".1'-0"3'-4 5/8"3'-0 3/4" 5'-3" . 4'-6 3/4" 5'-5 1/4" 2'-10" 6'-9 7/8" 2'-7" 07 003 C 6'-0".4'-0 5/8".2'-0" 2'-0".10'-2".9'-11" 5'-6".1'-0"3'-4 5/8"3'-0 3/4" 5'-3" . 4'-6 3/4" 5'-5 1/4" 2'-10" 6'-9 7/8" 2'-7" 07 003 C 2'-0".9'-5".9'-11" 5'-6".1'-0"3'-4 1/2"3'-0 3/4" 6'-0".4'-0 5/8".2'-0" 5'-2" . 3'-3 1/8" 5'-5 1/4" 2'-10" 6'-9 7/8" 2'-7" KITCHEN TYPE 4A BATH TYPE 2B BATH TYPE 1C KITCHEN TYPE 3A BATH TYPE 1A KITCHEN TYPE 3A BATH TYPE 1A KITCHEN TYPE 3A BATH TYPE 1A KITCHEN TYPE 3A BATH TYPE 1A KITCHEN TYPE 3A BATH TYPE 1A BATH TYPE 1A KITCHEN TYPE 3A W2B W2A 16 006 D 06 001 A 13 005 B 07 003 C W2A W1D W2B W2A W2A W2A W2B 2'-0".4'-0 3/4".6'-0" 2'-8 1/4".3'-4 5/8"1'-0".5'-6" 9'-11" . 10'-2" . 2'-0" 2'-7".2'-10"3'-10 1/2"4'-6 3/4"5'-5 1/4"5'-2 1/4" KITCHEN TYPE 3A BATH TYPE 1A 5 A303 2 A304 3 A304 4 A304 7 A304 3 A305 6 A304 W14 1B W14 W14 W14 W14 W14 SOUTH CORRIDOR 440 T04 010 A 1B W11C W11C W11C W11C W11C W11C W11C W11C W11C W11C W11C W11C W11C W11C W11C W11C W11C W11C W11C W11C W1B W11C W11D T03 009 G P12 P12 P10 W11C W11C W11D W11D W11D 23B 23B 23B 23B 1 1/8" 0" 4'-7 1/2" . 39'-0 1/2" .11'-9 1/4".11'-9 5/8".11'-9 1/4".11'-9 5/8".11'-9 1/4".11'-9 5/8".11'-7 3/4".12'-7 1/2".10'-4 1/2" 7'-7"4'-0 3/4"93'-0 1/2"5'-0 3/8" 1'-4 5/8" UNIT D4 410 UNIT A5 411 UNIT A6 412 UNIT A7 413 UNIT A6 414 UNIT A7 415 UNIT A6 416 UNIT A8 417 W11C W11C W11C 8'-5 1/4" 36'-10 1/2" ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" 4TH FLOOR SOUTH ENLARGED PLAN A418 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT PLAN KEYNOTES P1STANDBY GENERATOR P2CONCRETE FILLED STEEL BOLLARD(S), SEE DETAIL X/A500 P3ACCESS VEHICLE CONTROL BARRIER GATE, LIFTMASTER MAT W/ 10FT ARM P4STORAGE LOCKERS P5TRASH COMPACTOR, MINI-MAC MODEL BY MARATHON 5A P6TRASH COMPACTOR TRASH BIN, MINI MAC MODEL BY MARATHON 5A P7FDC CONNECTION, SEE FIRE PROTECTION DWGS P8PATIO, CONCRETE PLINTH W/ PLANTERS & PRECAST CONCRETE BENCHES, SEE LANDSCAPE DRWGS P9WOOD SLAT FENCE P10PAINTED STEEL + GLASS CANOPY P11RECYCLING CHUTE WITH 15% PADDED OFFSET @ BOTTOM BY CHUTES INTERNATIONAL P12RECESSED FIRE EXTINGUISHER CABINET W/GLASS DOOR P13REAR DRAIN TOILET, Units 211-216 only P14CUSTOM MILLWORK RECESSED SHELF AT TYPE 5C BATHROOMS ONLY, SEE SHEET 5B/A602 P15FACTORY PAINTED ALUMINUM SUN SCREEN LOUVERS P16ROOF DECK DRAIN, SEE PLUMBING DRWGS P17PAINTED STEEL GUARDRAIL P18GENERATOR EXHAUST SHAFT, SEE MECH. DWGS P19MIN. 24" WIDE ALUM. OR GALV. STL. LADDER (U200 BY UPNOVR OR SIMILAR) P20SURFACE MOUNTED FIRE EXTINGUISHER CABINET W/ GLASS DOOR P21INTERIOR WINDOW, SEE WINDOW SCHEDULE P22ALL COLUMNS TO BE 3HR FIRE RATED SEE DETAILS ON SHEET A510 P23MANIFOLD/WATER METER WALL-MOUNTED 30"x30" PTD ACCESS PANEL, FRAMELESS, BOTTOM SILL MOUNTED AT 9" A.F.F. IN ALL BATHROOMS (BEHIND DOOR SWING), HALLWAYS (CENTERED ON WALL) AND CLOSET (AT CORNER) LOCATIONS. TYPICAL UNITS SHOWN AT 2ND FLOOR ENLARGED PLAN. ANY CONFLICTS TO BE COORDINATED WITH ARCHITECT. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 OSSD OS SD SD SD OS OS PS SD /1A419_R/ 1A419_R UB UB UB UB UC UK UHUH UC US UE UH US UV UV UK UH UH US UV UE UH UH UB UBUH UH UE US UV UHUH UK UE UH US UBUH UK UH UH UH UH UV UH UH UH UHUB UK UHUH US UE UV UH UH UK UHUB UK UHUH US UE UV UH UH UHUB UK UHUH US UE UV UH UBUH UH UE US UV UHUH UKUH UH SEE ID415_R SOUTH CORRIDOR 440 UNIT A8 417 UNIT A6 416 UNIT A7 415 UNIT A6 414 UNIT A7 413 UNIT A6 412 UNIT A5 411 UNIT D4 410 REFER TO UNIT 217 FOR DIMENSIONS REFER TO UNIT 216 FOR DIMENSIONS REFER TO UNIT 215 FOR DIMENSIONS REFER TO UNIT 214 FOR DIMENSIONS REFER TO UNIT 213 FOR DIMENSIONS REFER TO UNIT 212 FOR DIMENSIONS REFER TO UNIT 211 FOR DIMENSIONS REFER TO UNIT 210 FOR DIMENSIONS 1. FOR OFFSETS OF SHAFT RISERS, PROVIDE CONTINUOUS 2HR RATED GWB ENCLOSURES ON ALL SIDES, FOR LOCATION SEE MECHANICAL DWGS. 2. ALL CONDUIT FOR CEILING MOUNTED FIXTURES OR DEVICES IN AREAS WITH EXPOSED CONCRETE CEILINGS SHALL BE CAST IN CONCRETE SLAB FOR CONCEALMENT. CONDUIT FOR FLOOR MOUNTED POWER, PHONE AND DATA RECEPTACLES SHALL BE CAST IN SLAB AS REQ'D. 3. PROVIDE CONTROL JOINTS IN SUSPENDED GYPSUM BOARD CEILING AS SHOWN AND/OR AS REQ'D BY CEILING CONSTRUCTION. LOCATIONS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. ALIGN WALL & CEILING CONTROL JOINTS WHERE POSSIBLE. 4. CONTRACTOR SHALL PROVIDE ACCESS PANELS IN SUSPENDED GYP BOARD CEILING AS SHOWN ON ARCH & MEP DRAWINGS AND/OR AS REQ'D TO SERVICE MEP/FP SYSTEMS & EQUIPMENT. LOCATIONS NOT SHOWN ON ARCH OR MEP DRAWINGS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. 5. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS, ETC. FOR ALL CEILING MOUNTED ACCESS PANELS, CEILING TRIM, LIGHT FIXTURES, WINDOW TREATMENTS & OTHER EQUIPMENT OR DEVICES AS REQ'D. 6. REFER TO ARCH. DRAWINGS FOR LIGHT FIXTURES LOCATIONS. 7. REFER TO MECH. DRAWINGS FOR LOCATION & SIZE OF HVAC DUCTS & DIFFUSERS. 8. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPE, SWITCHING & LAMPING. 9. REFER TO INTERIOR DRAWINGS FOR ADD'L CEILING FINISH INFORMATION 10. INSTALL ALL INSULATION PER MANUFACTURER'S INSTRUCTIONS. CONTRACTOR TO HAVE INSTRUCTIONS AVAILABLE FOR INSPECTION. 11. SPRINKLERS TO BE ORTHOGONALLY ALIGNED WITH AND EQUALLY SPACED BETWEEN OTHER BUILDING ELEMENTS (I.E. LIGHTS, DIFFUSERS, DOORWAYS, CEILINGS, BULKHEADS) AND EVENLY SPACED AND ALIGNED WITH EACH OTHER. CONFIRM ALL LOCATIONS W/ ARCHITECT PRIOR TO INSTALLATION. RECESSED LIGHT FIXTURE COVE LIGHT / ART WALL WASH (ACLC) -V.I.F. RECESSED STRIP LIGHT W/ LENS, FACING SIDE (CLC) -V.I.F. SURFACE MOUNT DOWNLIGHT WALL SCONCE SPEAKER -SEE AV DWGS FOR TYPES (FINISH TO MATCH ADJACENT CLG. OR WALL, U.N.O.) SPEAKER/STROBE -SEE ELEC. DWGS OCCUPANCY SENSOR SEE ELEC. DWGS PHOTO SENSOR -SEE ELEC. DWGS EXIT SIGN -SEE ELEC. DWGS SMOKE DETECTOR -SEE ELEC. DWGS CENTERLINE RETURN -SEE MECH. DWGS EXHAUST/SUPPLY -SEE MECH. DWGS PS OS SD RCP LEGEND RCP GRAPHIC KEY RCP GENERAL NOTES EXPOSED CONCRETE CEILING SLAB 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-4 1/2" AFF 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-0" AFF SURFACE MOUNT DOWNLIGHT, WET LOCATION PENDANT 1/2" GYPSUM BOARD CEILING, PTD. (U.N.O.); HT 7'-10" AFF ELEC. PANEL -SEE ELEC. DWGS TELECOM PANEL -SEE ELEC. DWGS INTERCOM -SEE ELEC. DWGS ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" 4TH FLOOR SOUTH ENLARGED RCP A418_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET ADJUSTED PER ARCH. BACKGROUND CHANGES. ACCESS PANELS, SMOKE DETECTORS, OCCUPANCY SENSORS ADDED FOR CLARIFICATION. 1 1 11111111 1 ALL INTERCOM PANELS REMOVED. 1 ALIGN ALIGN /1A416 T01 007 A T01 007 A T01 007 A T01 007 A T01 007 A T01 007 A 06 001 A 07 003 C 09 003 A 01 001 A 13 005 B 17 006 D W1D 06 001 A 10 003 A 06 001 A 11 004 A 03 002 E 06 001 A 11 004 A 09 003 A 01 001 A 07 003 C W2A W2A W2A W2B W2A W2B W2A W2A W2A W1D 16 006 D 07 003 C 12 005 B 06 001 A W2A W2B W1D W2A W2A W2B W2A 11 004 A 06 001 A 01 001 A 01 001 A 11 004 A 09 003 A 07 003 C 06 001 A W2B W2A W2A W1D W2A W14 W1D W2A W14 W1D W14B W2A W2A W2A W2A W2A W2A 2'-0".9'-5".9'-11" 3'-0".6'-2 1/8".9'-0".4'-9 1/4" 3'-2 1/2" . 10'-2 5/8" 2'-7 1/2" . 6'-11 1/2" 2'-0".11'-9 1/4" 5'-6"3'-1".2'-9 3/4" 3'-0" 3'-0".5'-6" 2'-1" 9 1/2" .6'-4"6'-4 1/4".5'-6" W2A 9'-0" 3'-2 1/2" . 1'-11 1/2" 3'-6".2'-9 1/2".2'-10" 3'-0".9'-11" 1'-0".5'-2" 6'-0" 2'-0" W1DW2A W1D W14 9'-11".2'-8 1/2" 2'-0".6'-2 3/4".3'-6 7/8"8 1/4" .2'-0" 2'-0" 4'-2 1/8" . 5'-5 1/2" 3'-5 1/2" 2'-10" . 7'-9" 2'-8 1/4" 2'-0" . 9'-6" . 9'-11" 5'-3 1/8".3'-11".2'-10"11'-10" 2'-11 1/4"3'-4"1'-0".5'-6" 2'-0".4'-4 1/4".6'-0" 2'-8 1/4" 3'-1" 16 006 D 06 001 A 13 005 B 07 003 C W1D W2B W2A W2A W2A W2B W2A 9'-11".9'-6".2'-0" 6'-0".4'-1 1/4".2'-0" 5'-6".1'-0"3'-4 7/8".2'-8 1/4" 2'-7" . 2'-10" 3'-10 1/2" 4'-6 7/8" 5'-5 1/4" 5'-2 1/8" 16 006 D 07 003 C 13 005 B 06 001 A W2A W2B W2A W2A W2A W2B W2A W1D 2'-0".4'-0 5/8".6'-0" 2'-0" . 9'-6" . 9'-11" 3'-0 3/4"3'-4 3/4"1'-0".5'-6" 5'-2 7/8".4'-6 7/8"5'-5 3/8"2'-10"6'-10"2'-7" W2B BATH TYPE 2B BATH TYPE 3A KITCHEN TYPE 2C KITCHEN TYPE 3A BATH TYPE 1A BATH TYPE 1A KITCHEN TYPE 3A BATH TYPE 2B KITCHEN TYPE 6A BATH TYPE 1A BATH TYPE 1D KITCHEN TYPE 3A BATH TYPE 1A W2A KITCHEN TYPE 7E 2 A307 3 A307 W14 W14 W14 W2A W14 W11D W11B W14 W11B W14 W14 W11C W11D W11C W11C W11D W11C W11D T02 008 F T02 F008 4 A306 4 A305 3 A306 W11C W11C W11C W11C W11C W11C 11D W11C W11D W11D W11C T02 F008 P12 W11D W14 23B 23B 23B 23B 2'-2 5/8" 5'-5 1/4" 6 1/2" 8'-7 5/8" 9 1/2" 9'-9 1/8" 24'-0 7/8". 4'-2"31'-11 5/8" 38'-9 7/8" . 4'-7" . 16'-4 3/4" 33'-3 7/8".21'-10 5/8" 25'-8 1/4".11'-8 1/8".11'-9 7/8".11'-9 1/2". P16 UNIT D5 418 UNIT D13 420 UNIT B4 422 UNIT A15 423 UNIT A13 424 UNIT A14 425 5 A100.1 1 HOUR RATED WALL ASSEMBLY ADJACENT TO PROPERTY LINE 1 2'-11 27/32" 2'-2 13/16" 1 W11D P23 P23 9 1/8" 2'-0 1/2" ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" 4TH FLOOR WEST ENLARGED PLAN A419 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT PLAN KEYNOTES P1STANDBY GENERATOR P2CONCRETE FILLED STEEL BOLLARD(S), SEE DETAIL X/A500 P3ACCESS VEHICLE CONTROL BARRIER GATE, LIFTMASTER MAT W/ 10FT ARM P4STORAGE LOCKERS P5TRASH COMPACTOR, MINI-MAC MODEL BY MARATHON 5A P6TRASH COMPACTOR TRASH BIN, MINI MAC MODEL BY MARATHON 5A P7FDC CONNECTION, SEE FIRE PROTECTION DWGS P8PATIO, CONCRETE PLINTH W/ PLANTERS & PRECAST CONCRETE BENCHES, SEE LANDSCAPE DRWGS P9WOOD SLAT FENCE P10PAINTED STEEL + GLASS CANOPY P11RECYCLING CHUTE WITH 15% PADDED OFFSET @ BOTTOM BY CHUTES INTERNATIONAL P12RECESSED FIRE EXTINGUISHER CABINET W/GLASS DOOR P13REAR DRAIN TOILET, Units 211-216 only P14CUSTOM MILLWORK RECESSED SHELF AT TYPE 5C BATHROOMS ONLY, SEE SHEET 5B/A602 P15FACTORY PAINTED ALUMINUM SUN SCREEN LOUVERS P16ROOF DECK DRAIN, SEE PLUMBING DRWGS P17PAINTED STEEL GUARDRAIL P18GENERATOR EXHAUST SHAFT, SEE MECH. DWGS P19MIN. 24" WIDE ALUM. OR GALV. STL. LADDER (U200 BY UPNOVR OR SIMILAR) P20SURFACE MOUNTED FIRE EXTINGUISHER CABINET W/ GLASS DOOR P21INTERIOR WINDOW, SEE WINDOW SCHEDULE P22ALL COLUMNS TO BE 3HR FIRE RATED SEE DETAILS ON SHEET A510 P23MANIFOLD/WATER METER WALL-MOUNTED 30"x30" PTD ACCESS PANEL, FRAMELESS, BOTTOM SILL MOUNTED AT 9" A.F.F. IN ALL BATHROOMS (BEHIND DOOR SWING), HALLWAYS (CENTERED ON WALL) AND CLOSET (AT CORNER) LOCATIONS. TYPICAL UNITS SHOWN AT 2ND FLOOR ENLARGED PLAN. ANY CONFLICTS TO BE COORDINATED WITH ARCHITECT. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 SDSD OS OS PS SD /1A416_R UH UK UK UK UH UV US UE UBUB UBUB US UC UC UV EQEQ EQ EQ UK UH UK UH UH UB UB UC UC UH US US US UE UE UH UH UBUB UBUB UV UV UV EQEQ EQ EQ 3'-0" EQ EQ EQEQ UK 3'-0" UH EQ EQ 4'-6" 4'-6" 3'-0" 3'-0" 2'-0" 2'-0" 2'-0" UP UP UH 3'-0" 4'-0" UE UV UH UHUB UK UHUH USUS UV UB UK UH UH UE UHUH UH US UV UK UH UH UB UH UH UE UH UH EQ EQEQ 3'-0" EQ EQ EQEQ 4'-0" 3'-0" 3'-0" 2'-0" UK UK 2'-0" UV EQEQ EQEQ 8" EQ EQ 3'-0"3'-0" EQ SEE ID417_R (SIM) E2 E2 UNIT A15 423 UNIT A13 424 UNIT A14 425 UNIT D5 418 SOUTH CORRIDOR 440 UNIT B4 422 UNIT D13 420 REFER TO UNIT 323 FOR DIMENSIONS REFER TO UNIT 218 FOR DIMENSIONS REFER TO UNIT 324 FOR DIMENSIONS 1. FOR OFFSETS OF SHAFT RISERS, PROVIDE CONTINUOUS 2HR RATED GWB ENCLOSURES ON ALL SIDES, FOR LOCATION SEE MECHANICAL DWGS. 2. ALL CONDUIT FOR CEILING MOUNTED FIXTURES OR DEVICES IN AREAS WITH EXPOSED CONCRETE CEILINGS SHALL BE CAST IN CONCRETE SLAB FOR CONCEALMENT. CONDUIT FOR FLOOR MOUNTED POWER, PHONE AND DATA RECEPTACLES SHALL BE CAST IN SLAB AS REQ'D. 3. PROVIDE CONTROL JOINTS IN SUSPENDED GYPSUM BOARD CEILING AS SHOWN AND/OR AS REQ'D BY CEILING CONSTRUCTION. LOCATIONS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. ALIGN WALL & CEILING CONTROL JOINTS WHERE POSSIBLE. 4. CONTRACTOR SHALL PROVIDE ACCESS PANELS IN SUSPENDED GYP BOARD CEILING AS SHOWN ON ARCH & MEP DRAWINGS AND/OR AS REQ'D TO SERVICE MEP/FP SYSTEMS & EQUIPMENT. LOCATIONS NOT SHOWN ON ARCH OR MEP DRAWINGS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. 5. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS, ETC. FOR ALL CEILING MOUNTED ACCESS PANELS, CEILING TRIM, LIGHT FIXTURES, WINDOW TREATMENTS & OTHER EQUIPMENT OR DEVICES AS REQ'D. 6. REFER TO ARCH. DRAWINGS FOR LIGHT FIXTURES LOCATIONS. 7. REFER TO MECH. DRAWINGS FOR LOCATION & SIZE OF HVAC DUCTS & DIFFUSERS. 8. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPE, SWITCHING & LAMPING. 9. REFER TO INTERIOR DRAWINGS FOR ADD'L CEILING FINISH INFORMATION 10. INSTALL ALL INSULATION PER MANUFACTURER'S INSTRUCTIONS. CONTRACTOR TO HAVE INSTRUCTIONS AVAILABLE FOR INSPECTION. 11. SPRINKLERS TO BE ORTHOGONALLY ALIGNED WITH AND EQUALLY SPACED BETWEEN OTHER BUILDING ELEMENTS (I.E. LIGHTS, DIFFUSERS, DOORWAYS, CEILINGS, BULKHEADS) AND EVENLY SPACED AND ALIGNED WITH EACH OTHER. CONFIRM ALL LOCATIONS W/ ARCHITECT PRIOR TO INSTALLATION. RECESSED LIGHT FIXTURE COVE LIGHT / ART WALL WASH (ACLC) -V.I.F. RECESSED STRIP LIGHT W/ LENS, FACING SIDE (CLC) -V.I.F. SURFACE MOUNT DOWNLIGHT WALL SCONCE SPEAKER -SEE AV DWGS FOR TYPES (FINISH TO MATCH ADJACENT CLG. OR WALL, U.N.O.) SPEAKER/STROBE -SEE ELEC. DWGS OCCUPANCY SENSOR SEE ELEC. DWGS PHOTO SENSOR -SEE ELEC. DWGS EXIT SIGN -SEE ELEC. DWGS SMOKE DETECTOR -SEE ELEC. DWGS CENTERLINE RETURN -SEE MECH. DWGS EXHAUST/SUPPLY -SEE MECH. DWGS PS OS SD RCP LEGEND RCP GRAPHIC KEY RCP GENERAL NOTES EXPOSED CONCRETE CEILING SLAB 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-4 1/2" AFF 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-0" AFF SURFACE MOUNT DOWNLIGHT, WET LOCATION PENDANT 1/2" GYPSUM BOARD CEILING, PTD. (U.N.O.); HT 7'-10" AFF ELEC. PANEL -SEE ELEC. DWGS TELECOM PANEL -SEE ELEC. DWGS INTERCOM -SEE ELEC. DWGS ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" 4TH FLOOR WEST ENLARGED RCP A419_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET ADJUSTED PER ARCH. BACKGROUND CHANGES. ACCESS PANELS, SMOKE DETECTORS, OCCUPANCY SENSORS ADDED FOR CLARIFICATION. 1 1 1 1 1 1 ALL INTERCOM PANELS REMOVED. 1 ALIGN ALIGN ALIGN /1A416 T01 007 A T01 007 A T01 007 A T01 007 A T01 007 A 12 A428 13 A428 06 001 A 07 003 C 10 003 A 01 001 A 11 004 A 10 003 A 08 003 A 01 001 A 07 003 C 06 001 A 09 003 A 01 001 A 09 003 A 06 001 A 06 001 A 15 006 D 07 003 C 01 001 A 13 005 B 06 001 A 17 006 D 01 001 A 06 001 A 11 004 A 01 001 A 06 001 A 11 004 A 06 001 A 07 003 C 01 001 A 17 006 D 10 003 A 11 004 A 06 001 A 01 001 A 10 003 A 14 005 B 06 001 A 01 001 A 06 001 A 11 004 A 07 003 C W2A W2A W2B W1D W2A W2A W1D W2A W2A W2A W2A W2B W2A W2A W2A W2A W2A W2AW1D W2A W2A W14 W2A W2A W1D W2AW2A W2A W1D W2A W2A W2A W1D W2A W14 W2A W2A W2A W1D W14 W2A W2A W1D W2A W2A W2A W2A 1B 8'-11 3/8" . 3'-0" 6'-6" . 3'-0" 3'-7 1/2".3'-0" 7'-0" 5'-6 1/2" 2'-0".3'-0" 2'-4" . 3'-4 1/2" . 5'-6 1/2" 2'-0".5'-7 1/4" 9'-0" . 5'-3 5/8" . 2'-4" . 9'-0 3/8" . 3'-0" . 9'-11" 1'-2 1/2" . 2'-1 1/2" . 3'-5" . 3'-7 1/2" 2'-0".6'-0" 5'-0 1/4".3'-0" 11'-0" . 9'-11" . 3'-0" 2'-0".3'-8".6'-0" 3'-0" 3'-11 1/4".6'-0" 2'-0"...3'-0".9'-11".11'-10 1/2" 6'-0".4'-11 1/2" 6'-0".3'-8".2'-0" 6'-10" . 4'-8" . 8'-4 1/2" . 4'-5 3/8" 3'-0" 5'-8 3/4".3'-1"8'-0".2'-0".5'-4 1/2".3'-0".9'-9 5/8".4'-5" 5'-6". 3'-1 1/2".2'-0" 7'-0" 3'-8 1/2".1'-0" 6'-6 1/2" 11'-3 5/8" 5'-11 1/2" . 4'-8" 4 1/2" 7'-0" . 5'-8 5/8" KITCHEN TYPE 2C BATH TYPE 1A BATH TYPE 4B KITCHEN TYPE 8A BATH TYPE 1A BATH TYPE 4.1A KITCHEN TYPE 2C BATH TYPE 5B BATH TYPE 1A KITCHEN TYPE 7D BATH TYPE 2C BATH TYPE 2D KITCHEN TYPE 5A BATH TYPE 5C 5'-11 1/2" . 4'-8" . 7'-0" . 5'-8 5/8" 1'-1 7/8"7'-9 3/4" 10 003 A 06 001 A 10 003 A W1D W2A W2A 1B 9'-7 3/4" 6'-0".2'-0" .3'-7 1/4".3'-4" BATH TYPE 1E 2 A308 4 A308 3 A309 W11B W11B W14 W11D W11D W11D W14 W11D W11D 1B T04 010 A T02 008 F T02 F008 5 A308 W11B W14 T02 F008 P12 23B 23B NORTH STAIR 10'-0" .28'-4 1/8".40'-7 3/8".38'-7" 21'-9 1/8".21'-6 7/8" 49'-11 1/8" 8'-2 1/2" 10'-1 1/8" 3'-1 3/4" 43'-1 3/8" . 46'-7 7/8" 9'-4 1/2" 19'-9 3/8".4'-7 5/8".18'-3 1/4" P14 UNIT B3 426 UNIT D8 427 UNIT D9 428 UNIT D10 429 UNIT D11 430 1 HOUR RATED WALL ASSEMBLY ADJACENT TO PROPERTY LINE 1 1 W11B W14 W11C W11C 10'-0" 10'-0" A510 3 Sim A510 3 Sim A510 3 Sim A510 3 Sim A510 3 Sim A510 2 Sim A510 2 Sim 9 A428 21'-5 1/8" ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" 4TH FLOOR NORTH ENLARGED PLAN A420 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT PLAN KEYNOTES P1STANDBY GENERATOR P2CONCRETE FILLED STEEL BOLLARD(S), SEE DETAIL X/A500 P3ACCESS VEHICLE CONTROL BARRIER GATE, LIFTMASTER MAT W/ 10FT ARM P4STORAGE LOCKERS P5TRASH COMPACTOR, MINI-MAC MODEL BY MARATHON 5A P6TRASH COMPACTOR TRASH BIN, MINI MAC MODEL BY MARATHON 5A P7FDC CONNECTION, SEE FIRE PROTECTION DWGS P8PATIO, CONCRETE PLINTH W/ PLANTERS & PRECAST CONCRETE BENCHES, SEE LANDSCAPE DRWGS P9WOOD SLAT FENCE P10PAINTED STEEL + GLASS CANOPY P11RECYCLING CHUTE WITH 15% PADDED OFFSET @ BOTTOM BY CHUTES INTERNATIONAL P12RECESSED FIRE EXTINGUISHER CABINET W/GLASS DOOR P13REAR DRAIN TOILET, Units 211-216 only P14CUSTOM MILLWORK RECESSED SHELF AT TYPE 5C BATHROOMS ONLY, SEE SHEET 5B/A602 P15FACTORY PAINTED ALUMINUM SUN SCREEN LOUVERS P16ROOF DECK DRAIN, SEE PLUMBING DRWGS P17PAINTED STEEL GUARDRAIL P18GENERATOR EXHAUST SHAFT, SEE MECH. DWGS P19MIN. 24" WIDE ALUM. OR GALV. STL. LADDER (U200 BY UPNOVR OR SIMILAR) P20SURFACE MOUNTED FIRE EXTINGUISHER CABINET W/ GLASS DOOR P21INTERIOR WINDOW, SEE WINDOW SCHEDULE P22ALL COLUMNS TO BE 3HR FIRE RATED SEE DETAILS ON SHEET A510 P23MANIFOLD/WATER METER WALL-MOUNTED 30"x30" PTD ACCESS PANEL, FRAMELESS, BOTTOM SILL MOUNTED AT 9" A.F.F. IN ALL BATHROOMS (BEHIND DOOR SWING), HALLWAYS (CENTERED ON WALL) AND CLOSET (AT CORNER) LOCATIONS. TYPICAL UNITS SHOWN AT 2ND FLOOR ENLARGED PLAN. ANY CONFLICTS TO BE COORDINATED WITH ARCHITECT. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 OS SD SD SD OS PS SD /1 A416_R UB UB UC UV US UV UH UK UK UK UE UH UH UH UH UB UB UH UK US UVUB UB UH UK US UV UE UB UB US UV UB UB US UB UB UB UB US US UC UK UK UE UV UH UH UH UH UV UP UP UP UP UBUB UH UH UK UK UC UE UK UK UB UB UB UB UC US UC UHUE UH UV UK UK UV UV SEE ID419_R E2E2 E2 E2 SEE ELEC. & MECH. DWGS NORTH STAIR NORTH CORRIDOR 439 REFER TO UNIT 229 FOR DIMENSIONS REFER TO UNIT 230 FOR DIMENSIONS REFER TO UNIT 228 FOR DIMENSIONS REFER TO UNIT 227 FOR DIMENSIONS UNIT D9 428 UNIT D8 427 UNIT D11 430 UNIT D10 429 UNIT B3 426 UNIT D12 431 REFER TO UNIT 231 FOR DIMENSIONS REFER TO UNIT 226 FOR DIMENSIONS 1. FOR OFFSETS OF SHAFT RISERS, PROVIDE CONTINUOUS 2HR RATED GWB ENCLOSURES ON ALL SIDES, FOR LOCATION SEE MECHANICAL DWGS. 2. ALL CONDUIT FOR CEILING MOUNTED FIXTURES OR DEVICES IN AREAS WITH EXPOSED CONCRETE CEILINGS SHALL BE CAST IN CONCRETE SLAB FOR CONCEALMENT. CONDUIT FOR FLOOR MOUNTED POWER, PHONE AND DATA RECEPTACLES SHALL BE CAST IN SLAB AS REQ'D. 3. PROVIDE CONTROL JOINTS IN SUSPENDED GYPSUM BOARD CEILING AS SHOWN AND/OR AS REQ'D BY CEILING CONSTRUCTION. LOCATIONS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. ALIGN WALL & CEILING CONTROL JOINTS WHERE POSSIBLE. 4. CONTRACTOR SHALL PROVIDE ACCESS PANELS IN SUSPENDED GYP BOARD CEILING AS SHOWN ON ARCH & MEP DRAWINGS AND/OR AS REQ'D TO SERVICE MEP/FP SYSTEMS & EQUIPMENT. LOCATIONS NOT SHOWN ON ARCH OR MEP DRAWINGS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. 5. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS, ETC. FOR ALL CEILING MOUNTED ACCESS PANELS, CEILING TRIM, LIGHT FIXTURES, WINDOW TREATMENTS & OTHER EQUIPMENT OR DEVICES AS REQ'D. 6. REFER TO ARCH. DRAWINGS FOR LIGHT FIXTURES LOCATIONS. 7. REFER TO MECH. DRAWINGS FOR LOCATION & SIZE OF HVAC DUCTS & DIFFUSERS. 8. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPE, SWITCHING & LAMPING. 9. REFER TO INTERIOR DRAWINGS FOR ADD'L CEILING FINISH INFORMATION 10. INSTALL ALL INSULATION PER MANUFACTURER'S INSTRUCTIONS. CONTRACTOR TO HAVE INSTRUCTIONS AVAILABLE FOR INSPECTION. 11. SPRINKLERS TO BE ORTHOGONALLY ALIGNED WITH AND EQUALLY SPACED BETWEEN OTHER BUILDING ELEMENTS (I.E. LIGHTS, DIFFUSERS, DOORWAYS, CEILINGS, BULKHEADS) AND EVENLY SPACED AND ALIGNED WITH EACH OTHER. CONFIRM ALL LOCATIONS W/ ARCHITECT PRIOR TO INSTALLATION. RECESSED LIGHT FIXTURE COVE LIGHT / ART WALL WASH (ACLC) - V.I.F. RECESSED STRIP LIGHT W/ LENS, FACING SIDE (CLC) - V.I.F. SURFACE MOUNT DOWNLIGHT WALL SCONCE SPEAKER - SEE AV DWGS FOR TYPES (FINISH TO MATCH ADJACENT CLG. OR WALL, U.N.O.) SPEAKER/STROBE - SEE ELEC. DWGS OCCUPANCY SENSOR SEE ELEC. DWGS PHOTO SENSOR - SEE ELEC. DWGS EXIT SIGN - SEE ELEC. DWGS SMOKE DETECTOR - SEE ELEC. DWGS CENTERLINE RETURN - SEE MECH. DWGS EXHAUST/SUPPLY - SEE MECH. DWGS PS OS SD RCP LEGEND RCP GRAPHIC KEY RCP GENERAL NOTES EXPOSED CONCRETE CEILING SLAB 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-4 1/2" AFF 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-0" AFF SURFACE MOUNT DOWNLIGHT, WET LOCATION PENDANT 1/2" GYPSUM BOARD CEILING, PTD. (U.N.O.); HT 7'-10" AFF ELEC. PANEL - SEE ELEC. DWGS TELECOM PANEL - SEE ELEC. DWGS INTERCOM - SEE ELEC. DWGS ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATE DESCRIPTION N 1/4" = 1'-0" 4TH FLOOR NORTH ENLARGED RCP A420_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020 PERMIT SET 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET ADJUSTED PER ARCH. BACKGROUND CHANGES. ACCESS PANELS, SMOKE DETECTORS, OCCUPANCY SENSORS ADDED FOR CLARIFICATION. 1 1 1 1 1 1 1 1 1 ALL INTERCOM PANELS REMOVED. 1 UV US US UV ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN 8 A427 7 A427 /1A422 /1A425 /1A424 /1A424 6 A427 T01 007 A T01 007 A T01 007 A T01 007 A T01 007 A T01 007 A T05 011 A 9 A427 12 A428 13 A428 13 005 B 06 001 A 07 003 C 10 003 A 10 003 A 05 002 E 06 001 A 17 006 D07 003 C 09 003 A 01 001 A 10 003 A 06 001 A 10 003 A 04 002 E W2B W2A W2A W1DW2A W2B W2A W2A W2A W2A W2A W2B W1D W2A W2A W2A W2A W2A W1D 06 001 A 13 005 B 07 003 C 16 006 D W1D W2B W2A W2A W2B W2A W2A 1B 5'-6 1/8" 6'-0".3'-5 7/8".2'-0".3'-5".12'-1 5/8" 2'-0".11'-11 3/8" 5'-6 1/8" .8'-11 1/2".2'-0" 9'-11".9'-7".2'-0" 2'-0".4'-1 1/4".6'-0" 5'-6" . 1'-0" 3'-4 7/8" . 2'-8 1/4" 5'-6".2'-0".11'-6 1/4".3'-0". 7'-0".3'-5" 3'-0".12'-3 1/4".9'-7 3/4" 6'-0".2'-0" 2'-6".3'-4".3'-7 1/4".3'-4" 12'-2 1/8" W2A W2A W2A W2A W2B 14 005 B 06 001 A 07 003 C 10 003 A 5'-2".3'-0".3'-1"5'-10 1/2" 11'-0 1/8".3'-8 5/8".10'-0" 8 1/4" 10'-4 3/4" W2A W2A W2A W2A W2B 14 005 B 06 001 A 07 003 C 10 003 A 5'-2".3'-0".3'-1"5'-10 1/2" 11'-0".3'-8 5/8".10'-0" 5'-5 7/8".2'-0" 8 1/4" 3'-1" 10'-4 3/4" 2'-0" W2A 1B 1B 2'-0" 1B 1B 10 003 A 07 003 C W2A W2A W2A 5'-2 3/4". 2'-7 5/8" 6'-6 1/2".3'-0".6'-9 1/2" 06 001 A 07 003 C 13 005 B 16 006 D W1D W2A W2B W2AW2A W2A W2B W2A 2'-0" . 4'-0" . 6'-0" 3'-0 3/4" 3'-4 1/8" 1'-0" . 5'-6" 9'-11".9'-7".2'-0" 5'-3 1/4".4'-6 5/8"5'-5 1/8"2'-10"6'-10"2'-7" W1D 2'-0" . 9'-6" . BATH TYPE 1A KITCHEN TYPE 3A BATH TYPE 1A BATH TYPE 1E BATH TYPE 2E KITCHEN TYPE 2C BATH TYPE 1A KITCHEN TYPE 3A BATH TYPE 7A KITCHEN TYPE 8B 5'-2 1/2"5'-5 1/8"4'-6 5/8"3'-10 1/2"2'-10".2'-7" 5'-2 1/2"5'-5 1/8"4'-6 5/8"3'-10 1/2"2'-10".2'-7" W2A W2B 03 002 E W2B KITCHEN TYPE 2C KITCHEN TYPE 2C S21 S21 4 A309 3 A309 W26 W26 W14 W14 1B 1D W14 W11B W14 W14 1B W14 W14W14 NORTH CORRIDOR 539 T04 010 A T04 010 A T02 008 F T06 011 A ELEC/DATA 537 T06 011 A W11C W11C W11CW11C W11C W11C W14 W11D W11D W11D W11B W14 TRASH ROOM 535 W11D W11C T02 F008 P12 P12 23B 23B 23B 23B 23B 23B CENTRAL STAIR NORTH STAIR 10'-0" 7'-7"4'-0 3/4" 1'-4 5/8" 2'-8 5/8" 18'-4 1/8"58'-8 1/4"4'-8 3/4". 8'-2 1/2" 10'-1 1/8" 3'-2 3/8" 4'-10 3/8"20'-1 3/4" .4'-10 3/8".39'-1"10'-6 1/2". 9'-4 1/2" 25'-10" . 11'-9 7/8" . 11'-9" UNIT C1 501 UNIT D14 527 UNIT D12 531 UNIT A11 532 UNIT A12 533 UNIT C2 534 ELEV 2 ELEV 1 P21 W11B W11B W14 SOUTH CORRIDOR 540 1 P21 1 A510 2 Sim 8'-5 1/4" 16'-1 5/8" ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" 5TH FLOOR CORE ENLARGED PLAN A421 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT PLAN KEYNOTES P1STANDBY GENERATOR P2CONCRETE FILLED STEEL BOLLARD(S), SEE DETAIL X/A500 P3ACCESS VEHICLE CONTROL BARRIER GATE, LIFTMASTER MAT W/ 10FT ARM P4STORAGE LOCKERS P5TRASH COMPACTOR, MINI-MAC MODEL BY MARATHON 5A P6TRASH COMPACTOR TRASH BIN, MINI MAC MODEL BY MARATHON 5A P7FDC CONNECTION, SEE FIRE PROTECTION DWGS P8PATIO, CONCRETE PLINTH W/ PLANTERS & PRECAST CONCRETE BENCHES, SEE LANDSCAPE DRWGS P9WOOD SLAT FENCE P10PAINTED STEEL + GLASS CANOPY P11RECYCLING CHUTE WITH 15% PADDED OFFSET @ BOTTOM BY CHUTES INTERNATIONAL P12RECESSED FIRE EXTINGUISHER CABINET W/GLASS DOOR P13REAR DRAIN TOILET, Units 211-216 only P14CUSTOM MILLWORK RECESSED SHELF AT TYPE 5C BATHROOMS ONLY, SEE SHEET 5B/A602 P15FACTORY PAINTED ALUMINUM SUN SCREEN LOUVERS P16ROOF DECK DRAIN, SEE PLUMBING DRWGS P17PAINTED STEEL GUARDRAIL P18GENERATOR EXHAUST SHAFT, SEE MECH. DWGS P19MIN. 24" WIDE ALUM. OR GALV. STL. LADDER (U200 BY UPNOVR OR SIMILAR) P20SURFACE MOUNTED FIRE EXTINGUISHER CABINET W/ GLASS DOOR P21INTERIOR WINDOW, SEE WINDOW SCHEDULE P22ALL COLUMNS TO BE 3HR FIRE RATED SEE DETAILS ON SHEET A510 P23MANIFOLD/WATER METER WALL-MOUNTED 30"x30" PTD ACCESS PANEL, FRAMELESS, BOTTOM SILL MOUNTED AT 9" A.F.F. IN ALL BATHROOMS (BEHIND DOOR SWING), HALLWAYS (CENTERED ON WALL) AND CLOSET (AT CORNER) LOCATIONS. TYPICAL UNITS SHOWN AT 2ND FLOOR ENLARGED PLAN. ANY CONFLICTS TO BE COORDINATED WITH ARCHITECT. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 OS OS OS SD SD SD SD SD SD OS SD OS PS SD /1A422_R /1A425_R /1A424_R UH UK UH UB UV UE US UH UH UH UK UB UV US UV UKUKUK UH UB UH UV US UB UB US UE UB US UV UE UBUB UH UK UK UK UH UH UH UH UH UE UH US UH UHUH UB UB UV UK UK UK EQEQ EQEQ 2'-0"2'-0" UE UH UH UH UK UK UP UP EQ2 8"2'-0" UE UH UH SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS SEE ID411_R SEE ELEC. & MECH. DWGS E2 E2 NORTH STAIR ELEVATOR LOBBY 538 NORTH CORRIDOR 539 TRASH ROOM 535 CENTRAL STAIR SOUTH CORRIDOR 540 ELEC/DATA 537 UNIT D14 527 UNIT D12 531 UNIT A11 532 UNIT A12 533 UNIT C1 501 UNIT C2 534 REFER TO UNIT 232 FOR DIMENSIONS REFER TO UNIT 233 FOR DIMENSIONS REFER TO UNIT 234 FOR DIMENSIONS REFER TO UNIT 201 FOR DIMENSIONS REFER TO UNIT 231 FOR DIMENSIONS 1. FOR OFFSETS OF SHAFT RISERS, PROVIDE CONTINUOUS 2HR RATED GWB ENCLOSURES ON ALL SIDES, FOR LOCATION SEE MECHANICAL DWGS. 2. ALL CONDUIT FOR CEILING MOUNTED FIXTURES OR DEVICES IN AREAS WITH EXPOSED CONCRETE CEILINGS SHALL BE CAST IN CONCRETE SLAB FOR CONCEALMENT. CONDUIT FOR FLOOR MOUNTED POWER, PHONE AND DATA RECEPTACLES SHALL BE CAST IN SLAB AS REQ'D. 3. PROVIDE CONTROL JOINTS IN SUSPENDED GYPSUM BOARD CEILING AS SHOWN AND/OR AS REQ'D BY CEILING CONSTRUCTION. LOCATIONS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. ALIGN WALL & CEILING CONTROL JOINTS WHERE POSSIBLE. 4. CONTRACTOR SHALL PROVIDE ACCESS PANELS IN SUSPENDED GYP BOARD CEILING AS SHOWN ON ARCH & MEP DRAWINGS AND/OR AS REQ'D TO SERVICE MEP/FP SYSTEMS & EQUIPMENT. LOCATIONS NOT SHOWN ON ARCH OR MEP DRAWINGS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. 5. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS, ETC. FOR ALL CEILING MOUNTED ACCESS PANELS, CEILING TRIM, LIGHT FIXTURES, WINDOW TREATMENTS & OTHER EQUIPMENT OR DEVICES AS REQ'D. 6. REFER TO ARCH. DRAWINGS FOR LIGHT FIXTURES LOCATIONS. 7. REFER TO MECH. DRAWINGS FOR LOCATION & SIZE OF HVAC DUCTS & DIFFUSERS. 8. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPE, SWITCHING & LAMPING. 9. REFER TO INTERIOR DRAWINGS FOR ADD'L CEILING FINISH INFORMATION 10. INSTALL ALL INSULATION PER MANUFACTURER'S INSTRUCTIONS. CONTRACTOR TO HAVE INSTRUCTIONS AVAILABLE FOR INSPECTION. 11. SPRINKLERS TO BE ORTHOGONALLY ALIGNED WITH AND EQUALLY SPACED BETWEEN OTHER BUILDING ELEMENTS (I.E. LIGHTS, DIFFUSERS, DOORWAYS, CEILINGS, BULKHEADS) AND EVENLY SPACED AND ALIGNED WITH EACH OTHER. CONFIRM ALL LOCATIONS W/ ARCHITECT PRIOR TO INSTALLATION. RECESSED LIGHT FIXTURE COVE LIGHT / ART WALL WASH (ACLC) -V.I.F. RECESSED STRIP LIGHT W/ LENS, FACING SIDE (CLC) -V.I.F. SURFACE MOUNT DOWNLIGHT WALL SCONCE SPEAKER -SEE AV DWGS FOR TYPES (FINISH TO MATCH ADJACENT CLG. OR WALL, U.N.O.) SPEAKER/STROBE -SEE ELEC. DWGS OCCUPANCY SENSOR SEE ELEC. DWGS PHOTO SENSOR -SEE ELEC. DWGS EXIT SIGN -SEE ELEC. DWGS SMOKE DETECTOR -SEE ELEC. DWGS CENTERLINE RETURN -SEE MECH. DWGS EXHAUST/SUPPLY -SEE MECH. DWGS PS OS SD RCP LEGEND RCP GRAPHIC KEY RCP GENERAL NOTES EXPOSED CONCRETE CEILING SLAB 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-4 1/2" AFF 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-0" AFF SURFACE MOUNT DOWNLIGHT, WET LOCATION PENDANT 1/2" GYPSUM BOARD CEILING, PTD. (U.N.O.); HT 7'-10" AFF ELEC. PANEL -SEE ELEC. DWGS TELECOM PANEL -SEE ELEC. DWGS INTERCOM -SEE ELEC. DWGS ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" 5TH FLOOR CORE ENLARGED RCP A421_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET ADJUSTED PER ARCH. BACKGROUND CHANGES. ACCESS PANELS, SMOKE DETECTORS, OCCUPANCY SENSORS ADDED FOR CLARIFICATION. 1 1 1 1 1 1 1 1 ALL INTERCOM PANELS REMOVED. 1 ALIGN ALIGN ALIGN ALIGN ALIGN /1A421 /1A423 T01 007 A T01 007 A T01 007 A T01 007 A T01 007 A T01 007 A T01 007 A T01 007 A T04 010 A T07 011 A 14 A428 15 A428 07 003 C 06 001 A 01 001 A 11 004 A 06 001 A 01 001 A 10 003 A 14 005 B 10 003 A 07 003 C 01 001 A 01 001 A W2A W2A W2A W2A W2B W2A W2A W2A W2B W14 W14 W1D W2A W2B W2B W2A 16 006 D 06 001 A 12 005 B 07 003 C W2A W2B W1D W2A W2B W2A W2A 16 006 D 12 005 B 06 001 A 07 003 C W2B W2A W1D W2A W2B W2A W2A 06 001 A 11 004 A 07 003 C 16 006 D W2B W2A W2A W2B W2A 1B 9'-11".8'-11 1/2".2'-0" 2'-7" . 2'-10" 3'-10 1/2" 3'-10 1/2" 4'-9" 5'-1 7/8" 6'-0 1/8".4'-1 3/8".2'-0" 5'-6".1'-0"3'-4 7/8".2'-8 1/4" 2'-0" . 8'-11 3/8" . 9'-11" 5'-2 5/8".3'-10 1/2"4'-9"2'-10"6'-9 7/8"2'-7" W2A 2'-0".4'-0 1/8".6'-0" 2'-0" . 10'-5 1/2" . 6'-0 1/4" 4'-3 7/8".2'-10"3'-5 1/2"2'-7" 3'-0 3/4"3'-4 1/4"1'-0".5'-6" 2'-0".10'-2 3/4" W1C 5'-4 5/8".5'-9 1/8".9'-11".3'-0" 9'-3 1/2" 5'-6" 6'-0".3'-8" 3'-0".6'-8".3'-0" 11'-8 1/4".12'-3".2'-0".. 3'-9 3/4".3'-0".6'-6"3'-1". 7'-0" 3'-0" . 2'-0" 11'-10" 14 005 B 10 003 A 01 001 A 07 003 C 06 001 A 01 001 A 11 004 A 06 001 A W2A W2A W2A W2A W2B W1D W1C W2A 1B 3'-0".6'-8".3'-0" 3'-0".9'-11".5'-6 3/4".5'-4 1/2" 3'-8" . 6'-0" 5'-6" 9'-3 1/2" 06 001 A 11 004 A 01 001 A 06 001 A 09 003 A 16 006 D 07 003 C 01 001 A W2B W2A W1D W2A W2A W2A W2A W1D W2A W2B 3'-0".9'-11".11'-0" 6'-0" . 3'-8" . 2'-0" 3'-0" 2'-6".7'-0 1/2".3'-8".6'-11 1/2" 2'-0".12'-3".11'-5 3/4" 2'-0".12'-3".11'-5 3/4" W2A W1C 17 006 D BATH TYPE 1B KITCHEN TYPE 3A BATH TYPE 2A BATH TYPE 1A KITCHEN TYPE 2C BATH TYPE 1A KITCHEN TYPE 3A KITCHEN TYPE 3A BATH TYPE 1A BATH TYPE 1A BATH TYPE 2A KITCHEN TYPE 7A BATH TYPE 1A BATH TYPE 5B KITCHEN TYPE 2C W2A W2A W2A W2B W2A 06 001 A 16 006 D 12 005 B 07 003 C W1D W2B W2A W2A W2A W2A W2B 9'-11".8'-11 3/8".2'-0" 2'-7" 8'-9" 2'-10" . 3'-5" . 5'-1 1/2" 6'-0".4'-4 1/2".2'-0" 5'-6".1'-0"3'-4 1/4"3'-0 3/4" BATH TYPE 1A KITCHEN TYPE 3A 2'-7 1/2".3'-4 1/2"1'-0".5'-6" W1D 2'-0" KITCHEN TYPE 7B BATH TYPE 2.1B 5'-6" . 6'-0" 2 A310 3 A303 2 A303 W14B W14 W11B W14 W11B W11B W14 W14 W11D W11D W11B W11D 1B T02 008 F T02 F008 T02 F008 T02 F008 3 A302 3 A311 W15 W11C W11C W11C W11C W11C W11C W11C W11C W11C W11C W11D W11C W11C TELECOM 536 W11C P12 P12 W11D W11C W11B 23B 23B 23B 23B 23B 23B 23B EAST STAIR 1" 10'-4 3/4" 10'-9 3/8" 10'-2 3/4" 10'-1" 3 1/2" 28'-7".35'-3 5/8" 20'-11 5/8" . 24'-9 7/8" 42'-9 3/8"9'-5 1/2"42'-10 5/8" 20'-11 5/8" . 41'-1 3/4" 8'-0" 4'-7 1/2" . 5'-0 3/8" 20'-4 1/4"6'-0 1/4"2'-0 3/4" .11'-9 3/4".11'-9 1/4".11'-11".11'-7 1/4".4'-8 7/8" UNIT A1 502 UNIT A2 503UNIT A3 504 UNIT A4 505 UNIT D1 506 UNIT D2 507 UNIT D3 508 UNIT B1 509 1 HOUR RATED WALL ASSEMBLY ADJACENT TO PROPERTY LINE 1 HOUR RATED WALL ASSEMBLY ADJACENT TO PROPERTY LINE 1 HOUR RATED WALL ASSEMBLY ADJACENT TO PROPERTY LINE 1 1 1 1 W11B 1 5'-10 3/4" 4'-7 5/8" A510 9 Sim A510 9 Sim A510 9 Sim A510 9 Sim 36'-10 1/2" 2'-4 1/2" ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" 5TH FLOOR EAST ENLARGED PLAN A422 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT PLAN KEYNOTES P1STANDBY GENERATOR P2CONCRETE FILLED STEEL BOLLARD(S), SEE DETAIL X/A500 P3ACCESS VEHICLE CONTROL BARRIER GATE, LIFTMASTER MAT W/ 10FT ARM P4STORAGE LOCKERS P5TRASH COMPACTOR, MINI-MAC MODEL BY MARATHON 5A P6TRASH COMPACTOR TRASH BIN, MINI MAC MODEL BY MARATHON 5A P7FDC CONNECTION, SEE FIRE PROTECTION DWGS P8PATIO, CONCRETE PLINTH W/ PLANTERS & PRECAST CONCRETE BENCHES, SEE LANDSCAPE DRWGS P9WOOD SLAT FENCE P10PAINTED STEEL + GLASS CANOPY P11RECYCLING CHUTE WITH 15% PADDED OFFSET @ BOTTOM BY CHUTES INTERNATIONAL P12RECESSED FIRE EXTINGUISHER CABINET W/GLASS DOOR P13REAR DRAIN TOILET, Units 211-216 only P14CUSTOM MILLWORK RECESSED SHELF AT TYPE 5C BATHROOMS ONLY, SEE SHEET 5B/A602 P15FACTORY PAINTED ALUMINUM SUN SCREEN LOUVERS P16ROOF DECK DRAIN, SEE PLUMBING DRWGS P17PAINTED STEEL GUARDRAIL P18GENERATOR EXHAUST SHAFT, SEE MECH. DWGS P19MIN. 24" WIDE ALUM. OR GALV. STL. LADDER (U200 BY UPNOVR OR SIMILAR) P20SURFACE MOUNTED FIRE EXTINGUISHER CABINET W/ GLASS DOOR P21INTERIOR WINDOW, SEE WINDOW SCHEDULE P22ALL COLUMNS TO BE 3HR FIRE RATED SEE DETAILS ON SHEET A510 P23MANIFOLD/WATER METER WALL-MOUNTED 30"x30" PTD ACCESS PANEL, FRAMELESS, BOTTOM SILL MOUNTED AT 9" A.F.F. IN ALL BATHROOMS (BEHIND DOOR SWING), HALLWAYS (CENTERED ON WALL) AND CLOSET (AT CORNER) LOCATIONS. TYPICAL UNITS SHOWN AT 2ND FLOOR ENLARGED PLAN. ANY CONFLICTS TO BE COORDINATED WITH ARCHITECT. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 SD OS OS SD SD SD SD OS PS SD /1A421_R /1A423_R UBUB UB UV USUC UV US UB UB UHUH UH UK UK UK UE UHUH UKUK UE UHUHUB UC UV UB UB UBUB US UH UB UB UK UK UKUH UE UH UE UB UB UB UB UHUH UKUK UH US UV UBUC US UV UHUH UK UB UV UE US UB UB UH UK UH UH US UV UV US UV U UK UV UP UP UPUP UH UHUH UK UBUH UV UE US UH UH UHUH UK UBUH UV UH UE US UH SEE ELEC. & MECH. DWGS E2E2 E2E2 SEE ELEC. & MECH. DWGS EAST STAIR UNIT A1 502 UNIT A2 503 UNIT A3 504 UNIT A4 505 UNIT D1 506 UNIT D2 507 UNIT B1 509 UNIT D3 508 TELECOM 536 SOUTH CORRIDOR 540 REFER TO UNIT 206 FOR DIMENSIONS REFER TO UNIT 207 FOR DIMENSIONS REFER TO UNIT 208 FOR DIMENSIONS REFER TO UNIT 209 FOR DIMENSIONS REFER TO UNIT 202 FOR DIMENSIONS REFER TO UNIT 203 FOR DIMENSIONS REFER TO UNIT 204 FOR DIMENSIONS REFER TO UNIT 205 FOR DIMENSIONS 1. FOR OFFSETS OF SHAFT RISERS, PROVIDE CONTINUOUS 2HR RATED GWB ENCLOSURES ON ALL SIDES, FOR LOCATION SEE MECHANICAL DWGS. 2. ALL CONDUIT FOR CEILING MOUNTED FIXTURES OR DEVICES IN AREAS WITH EXPOSED CONCRETE CEILINGS SHALL BE CAST IN CONCRETE SLAB FOR CONCEALMENT. CONDUIT FOR FLOOR MOUNTED POWER, PHONE AND DATA RECEPTACLES SHALL BE CAST IN SLAB AS REQ'D. 3. PROVIDE CONTROL JOINTS IN SUSPENDED GYPSUM BOARD CEILING AS SHOWN AND/OR AS REQ'D BY CEILING CONSTRUCTION. LOCATIONS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. ALIGN WALL & CEILING CONTROL JOINTS WHERE POSSIBLE. 4. CONTRACTOR SHALL PROVIDE ACCESS PANELS IN SUSPENDED GYP BOARD CEILING AS SHOWN ON ARCH & MEP DRAWINGS AND/OR AS REQ'D TO SERVICE MEP/FP SYSTEMS & EQUIPMENT. LOCATIONS NOT SHOWN ON ARCH OR MEP DRAWINGS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. 5. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS, ETC. FOR ALL CEILING MOUNTED ACCESS PANELS, CEILING TRIM, LIGHT FIXTURES, WINDOW TREATMENTS & OTHER EQUIPMENT OR DEVICES AS REQ'D. 6. REFER TO ARCH. DRAWINGS FOR LIGHT FIXTURES LOCATIONS. 7. REFER TO MECH. DRAWINGS FOR LOCATION & SIZE OF HVAC DUCTS & DIFFUSERS. 8. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPE, SWITCHING & LAMPING. 9. REFER TO INTERIOR DRAWINGS FOR ADD'L CEILING FINISH INFORMATION 10. INSTALL ALL INSULATION PER MANUFACTURER'S INSTRUCTIONS. CONTRACTOR TO HAVE INSTRUCTIONS AVAILABLE FOR INSPECTION. 11. SPRINKLERS TO BE ORTHOGONALLY ALIGNED WITH AND EQUALLY SPACED BETWEEN OTHER BUILDING ELEMENTS (I.E. LIGHTS, DIFFUSERS, DOORWAYS, CEILINGS, BULKHEADS) AND EVENLY SPACED AND ALIGNED WITH EACH OTHER. CONFIRM ALL LOCATIONS W/ ARCHITECT PRIOR TO INSTALLATION. RECESSED LIGHT FIXTURE COVE LIGHT / ART WALL WASH (ACLC) -V.I.F. RECESSED STRIP LIGHT W/ LENS, FACING SIDE (CLC) -V.I.F. SURFACE MOUNT DOWNLIGHT WALL SCONCE SPEAKER -SEE AV DWGS FOR TYPES (FINISH TO MATCH ADJACENT CLG. OR WALL, U.N.O.) SPEAKER/STROBE -SEE ELEC. DWGS OCCUPANCY SENSOR SEE ELEC. DWGS PHOTO SENSOR -SEE ELEC. DWGS EXIT SIGN -SEE ELEC. DWGS SMOKE DETECTOR -SEE ELEC. DWGS CENTERLINE RETURN -SEE MECH. DWGS EXHAUST/SUPPLY -SEE MECH. DWGS PS OS SD RCP LEGEND RCP GRAPHIC KEY RCP GENERAL NOTES EXPOSED CONCRETE CEILING SLAB 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-4 1/2" AFF 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-0" AFF SURFACE MOUNT DOWNLIGHT, WET LOCATION PENDANT 1/2" GYPSUM BOARD CEILING, PTD. (U.N.O.); HT 7'-10" AFF ELEC. PANEL -SEE ELEC. DWGS TELECOM PANEL -SEE ELEC. DWGS INTERCOM -SEE ELEC. DWGS ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" 5TH FLOOR EAST ENLARGED RCP A422_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET ADJUSTED PER ARCH. BACKGROUND CHANGES. ACCESS PANELS, SMOKE DETECTORS, OCCUPANCY SENSORS ADDED FOR CLARIFICATION. 1 1 11 1 1 1111 1 ALL INTERCOM PANELS REMOVED. 1 OS SD SEE ID413_R UV US UH UH ALIGN /1A422 T01 007 A T01 007 A T01 007 A T01 007 A T01 007 A T01 007 A T01 007 A T01 007 A 05 002 E 01 001 A 11 004 A 06 001 A 13 005 B 11 004 A 06 001 A W2B W2A W2A W2B W1D W2A W2A W2A W2A W2B 06 001 A 07 003 C 16 006 D W2B W2A W1D W2A W2A W2B W2A 16 006 D 16 006 D 13 005 B 06 001 A W2A W2B W1D W2A W2B W2A 16 006 D 06 001 A 13 005 B 07 003 C W2A W1D W2B W2A W2A W2A W2B 06 001 A 16 006 D 12 005 B 07 003 C W1D W2A W2B W2A W2A W2A W2B W2A 5'-6 1/8" 5'-6 1/8" 6'-6 1/8".5'-3 1/8".4'-0 1/2"6'-4" 2'-0" . 12'-10 1/2" . 9'-0" 4'-6 7/8" . 9'-11" . 9'-7 1/4" 4'-6".5'-6" 6'-0" 7'-0 7/8" 2'-0".10'-2".9'-11" 5'-2" . 5'-10 3/4" . 2'-10" 10'-5 3/4" 2'-7" 6'-0 5/8".4'-4 3/4".2'-0" 5'-6".1'-0"3'-4 1/2"3'-0 1/8" 2'-0".4'-0 3/4".6'-0" 2'-8 1/4".3'-4 5/8"1'-0".5'-6" 9'-11" . 10'-2" . 2'-0" 2'-7".2'-10"3'-10 1/2"4'-6 3/4"5'-5 1/4"5'-2 1/4" 6'-0".4'-0 5/8".2'-0" 2'-0".10'-2".9'-11" 5'-6".1'-0"3'-4 5/8"3'-0 3/4" 5'-3" . 4'-6 3/4" 5'-5 1/4" 2'-10" 6'-9 7/8" 2'-7" 07 003 C 2'-0".9'-5".9'-11" 5'-6".1'-0"3'-4 1/2"3'-0 3/4" 6'-0".4'-0 5/8".2'-0" 5'-2" . 3'-3 1/8" 5'-5 1/4" 2'-10" 6'-9 7/8" 2'-7" KITCHEN TYPE 4A BATH TYPE 2B BATH TYPE 1C KITCHEN TYPE 3A BATH TYPE 1A KITCHEN TYPE 3A BATH TYPE 1A KITCHEN TYPE 3A BATH TYPE 1A BATH TYPE 1A KITCHEN TYPE 3A W2B W2A 16 006 D 06 001 A 13 005 B 07 003 C W2A W1D W2B W2A W2A W2A W2B 2'-0".4'-0 3/4".6'-0" 2'-8 1/4".3'-4 5/8"1'-0".5'-6" 9'-11" . 10'-2" . 2'-0" 2'-7".2'-10"3'-10 1/2"4'-6 3/4"5'-5 1/4"5'-2 1/4" KITCHEN TYPE 3A BATH TYPE 1A 16 006 D 06 001 A 13 005 B 07 003 C W2A W1D W2B W2A W2A W2A W2B 2'-0".4'-0 3/4".6'-0" 2'-8 1/4".3'-4 5/8"1'-0".5'-6" 9'-11" . 10'-2" . 2'-0" 2'-7".2'-10"3'-10 1/2"4'-6 3/4"5'-5 1/4"5'-2 1/4" KITCHEN TYPE 3A BATH TYPE 1A 16 006 D 13 005 B 06 001 A W2A W2B W1D W2A W2B W2A 6'-0".4'-0 5/8".2'-0" 2'-0".10'-2".9'-11" 5'-6".1'-0"3'-4 5/8"3'-0 3/4" 5'-3" . 4'-6 3/4" 5'-5 1/4" 2'-10" 6'-9 7/8" 2'-7" 07 003 C KITCHEN TYPE 3A BATH TYPE 1A 5 A303 2 A304 3 A304 4 A304 7 A304 3 A305 6 A304 W14 1B W14 W14 W14 W14 W14 T04 010 A 1B W11C W11C W11C W11C W11C W11C W11C W11C W11C W11C W11C W11C W11C W11C W11C W11C W11C W11C W11C W11C W11C W11D P12 P12 P10 W11C W11C W11D W11D W11D 23B 23B 23B 23B 1 1/8" 0" 4'-7 1/2" . 39'-0 1/2" .11'-9 1/4".11'-9 5/8".11'-9 1/4".11'-9 5/8".11'-9 1/4".11'-9 5/8".11'-7 3/4".12'-7 1/2".10'-4 1/2" 7'-7"4'-0 3/4"93'-0 1/2"5'-0 3/8" 1'-4 5/8" UNIT D4 510 UNIT A5 511 UNIT A6 512 UNIT A7 513 UNIT A6 514 UNIT A7 515 UNIT A6 516 UNIT A8 517 SOUTH CORRIDOR 540 W1D W11C W11C W11C 8'-5 1/4" 36'-10 1/2" ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" 5TH FLOOR SOUTH ENLARGED PLAN A423 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT PLAN KEYNOTES P1STANDBY GENERATOR P2CONCRETE FILLED STEEL BOLLARD(S), SEE DETAIL X/A500 P3ACCESS VEHICLE CONTROL BARRIER GATE, LIFTMASTER MAT W/ 10FT ARM P4STORAGE LOCKERS P5TRASH COMPACTOR, MINI-MAC MODEL BY MARATHON 5A P6TRASH COMPACTOR TRASH BIN, MINI MAC MODEL BY MARATHON 5A P7FDC CONNECTION, SEE FIRE PROTECTION DWGS P8PATIO, CONCRETE PLINTH W/ PLANTERS & PRECAST CONCRETE BENCHES, SEE LANDSCAPE DRWGS P9WOOD SLAT FENCE P10PAINTED STEEL + GLASS CANOPY P11RECYCLING CHUTE WITH 15% PADDED OFFSET @ BOTTOM BY CHUTES INTERNATIONAL P12RECESSED FIRE EXTINGUISHER CABINET W/GLASS DOOR P13REAR DRAIN TOILET, Units 211-216 only P14CUSTOM MILLWORK RECESSED SHELF AT TYPE 5C BATHROOMS ONLY, SEE SHEET 5B/A602 P15FACTORY PAINTED ALUMINUM SUN SCREEN LOUVERS P16ROOF DECK DRAIN, SEE PLUMBING DRWGS P17PAINTED STEEL GUARDRAIL P18GENERATOR EXHAUST SHAFT, SEE MECH. DWGS P19MIN. 24" WIDE ALUM. OR GALV. STL. LADDER (U200 BY UPNOVR OR SIMILAR) P20SURFACE MOUNTED FIRE EXTINGUISHER CABINET W/ GLASS DOOR P21INTERIOR WINDOW, SEE WINDOW SCHEDULE P22ALL COLUMNS TO BE 3HR FIRE RATED SEE DETAILS ON SHEET A510 P23MANIFOLD/WATER METER WALL-MOUNTED 30"x30" PTD ACCESS PANEL, FRAMELESS, BOTTOM SILL MOUNTED AT 9" A.F.F. IN ALL BATHROOMS (BEHIND DOOR SWING), HALLWAYS (CENTERED ON WALL) AND CLOSET (AT CORNER) LOCATIONS. TYPICAL UNITS SHOWN AT 2ND FLOOR ENLARGED PLAN. ANY CONFLICTS TO BE COORDINATED WITH ARCHITECT. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 OSSD OS SD SD SD OS OS PS SD /1A422_R /1A424_R /1 A424_R UB UB UB UB UC UK UHUH UC US UE UH US UV UV UH UHUB UK UHUH US UE UV UK UH UH US UV UE UH UH UB UBUH UH UE US UV UHUH UK UE UH US UBUH UK UH UH UHUH UH UV UH UH UH UHUB UK UHUH US UE UV UH UH UK UHUB UK UHUH US UE UV UH UBUH UH UE US UV UHUH UKUH UH SEE ID415_R SOUTH CORRIDOR 540 UNIT A8 517 UNIT A6 516 UNIT A7 515 UNIT A6 514 UNIT A7 513 UNIT A6 512 UNIT A5 511 UNIT D4 510 REFER TO UNIT 217 FOR DIMENSIONS REFER TO UNIT 216 FOR DIMENSIONS REFER TO UNIT 215 FOR DIMENSIONS REFER TO UNIT 214 FOR DIMENSIONS REFER TO UNIT 213 FOR DIMENSIONS REFER TO UNIT 212 FOR DIMENSIONS REFER TO UNIT 211 FOR DIMENSIONS REFER TO UNIT 210 FOR DIMENSIONS 1. FOR OFFSETS OF SHAFT RISERS, PROVIDE CONTINUOUS 2HR RATED GWB ENCLOSURES ON ALL SIDES, FOR LOCATION SEE MECHANICAL DWGS. 2. ALL CONDUIT FOR CEILING MOUNTED FIXTURES OR DEVICES IN AREAS WITH EXPOSED CONCRETE CEILINGS SHALL BE CAST IN CONCRETE SLAB FOR CONCEALMENT. CONDUIT FOR FLOOR MOUNTED POWER, PHONE AND DATA RECEPTACLES SHALL BE CAST IN SLAB AS REQ'D. 3. PROVIDE CONTROL JOINTS IN SUSPENDED GYPSUM BOARD CEILING AS SHOWN AND/OR AS REQ'D BY CEILING CONSTRUCTION. LOCATIONS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. ALIGN WALL & CEILING CONTROL JOINTS WHERE POSSIBLE. 4. CONTRACTOR SHALL PROVIDE ACCESS PANELS IN SUSPENDED GYP BOARD CEILING AS SHOWN ON ARCH & MEP DRAWINGS AND/OR AS REQ'D TO SERVICE MEP/FP SYSTEMS & EQUIPMENT. LOCATIONS NOT SHOWN ON ARCH OR MEP DRAWINGS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. 5. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS, ETC. FOR ALL CEILING MOUNTED ACCESS PANELS, CEILING TRIM, LIGHT FIXTURES, WINDOW TREATMENTS & OTHER EQUIPMENT OR DEVICES AS REQ'D. 6. REFER TO ARCH. DRAWINGS FOR LIGHT FIXTURES LOCATIONS. 7. REFER TO MECH. DRAWINGS FOR LOCATION & SIZE OF HVAC DUCTS & DIFFUSERS. 8. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPE, SWITCHING & LAMPING. 9. REFER TO INTERIOR DRAWINGS FOR ADD'L CEILING FINISH INFORMATION 10. INSTALL ALL INSULATION PER MANUFACTURER'S INSTRUCTIONS. CONTRACTOR TO HAVE INSTRUCTIONS AVAILABLE FOR INSPECTION. 11. SPRINKLERS TO BE ORTHOGONALLY ALIGNED WITH AND EQUALLY SPACED BETWEEN OTHER BUILDING ELEMENTS (I.E. LIGHTS, DIFFUSERS, DOORWAYS, CEILINGS, BULKHEADS) AND EVENLY SPACED AND ALIGNED WITH EACH OTHER. CONFIRM ALL LOCATIONS W/ ARCHITECT PRIOR TO INSTALLATION. RECESSED LIGHT FIXTURE COVE LIGHT / ART WALL WASH (ACLC) -V.I.F. RECESSED STRIP LIGHT W/ LENS, FACING SIDE (CLC) -V.I.F. SURFACE MOUNT DOWNLIGHT WALL SCONCE SPEAKER -SEE AV DWGS FOR TYPES (FINISH TO MATCH ADJACENT CLG. OR WALL, U.N.O.) SPEAKER/STROBE -SEE ELEC. DWGS OCCUPANCY SENSOR SEE ELEC. DWGS PHOTO SENSOR -SEE ELEC. DWGS EXIT SIGN -SEE ELEC. DWGS SMOKE DETECTOR -SEE ELEC. DWGS CENTERLINE RETURN -SEE MECH. DWGS EXHAUST/SUPPLY -SEE MECH. DWGS PS OS SD RCP LEGEND RCP GRAPHIC KEY RCP GENERAL NOTES EXPOSED CONCRETE CEILING SLAB 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-4 1/2" AFF 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-0" AFF SURFACE MOUNT DOWNLIGHT, WET LOCATION PENDANT 1/2" GYPSUM BOARD CEILING, PTD. (U.N.O.); HT 7'-10" AFF ELEC. PANEL -SEE ELEC. DWGS TELECOM PANEL -SEE ELEC. DWGS INTERCOM -SEE ELEC. DWGS ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" 5TH FLOOR SOUTH ENLARGED RCP A423_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET ADJUSTED PER ARCH. BACKGROUND CHANGES. ACCESS PANELS, SMOKE DETECTORS, OCCUPANCY SENSORS ADDED FOR CLARIFICATION. 1 1 11111111 1 ALL INTERCOM PANELS REMOVED. 1 ALIGN ALIGN /1A421 T01 007 A T01 007 A 06 001 A 01 001 A 11 004 A 01 001 A 11 004 A 09 003 A 07 003 C 06 001 A 06 001 A 07 003 C 09 003 A 01 001 A 13 005 B 17 006 D W2B W2A W2A W1D W2A W14 W1D W2A W14 W1D W14B W2A W2A W2A W2A W2A W2A W1D 06 001 A 10 003 A 06 001 A 11 004 A 03 002 E 06 001 A 11 004 A 09 003 A 01 001 A 07 003 C W2A W2A W2A W2B W2A W2B W2A W2A W2A W1D 16 006 D 07 003 C 12 005 B 06 001 A W2A W2B W1D W2A W2A W2B W2A 2'-0".9'-5".9'-11" 3'-0".6'-2 1/8".9'-0".4'-9 1/4" 3'-2 1/2" . 10'-2 5/8" 2'-7 1/2" . 6'-11 1/2" 2'-0".11'-9 1/4" 5'-6"3'-1".2'-9 3/4" 3'-0" 3'-0".5'-6" 2'-1" 9 1/2" .6'-4"6'-4 1/4".5'-6" W2A 9'-0" 3'-2 1/2" . 1'-11 1/2" 3'-6".2'-9 1/2".2'-10" 3'-0".9'-11" 1'-0".5'-2" 6'-0" 2'-0" W1DW2A W1D W14 9'-11".2'-8 1/2" 2'-0".6'-2 3/4".3'-6 7/8"8 1/4" .2'-0" 2'-0" 4'-2 1/8" . 5'-5 1/2" 3'-5 1/2" 2'-10" . 7'-9" 2'-8 1/4" 2'-0" . 9'-6" . 9'-11" 5'-3 1/8".3'-11".2'-10"11'-10" 2'-11 1/4"3'-4"1'-0".5'-6 " 2'-0".4'-4 1/4".6'-0" 2'-8 1/4" 3'-1" 16 006 D 06 001 A 13 005 B 07 003 C W1D W2B W2A W2A W2A W2B W2A 9'-11".9'-6".2'-0" 6'-0".4'-1 1/4".2'-0" 5'-6".1'-0"3'-4 7/8".2'-8 1/4" 2'-7" . 2'-10" 3'-10 1/2" 4'-6 7/8" 5'-5 1/4" 5'-2 1/8" 16 006 D 07 003 C 13 005 B 06 001 A W2A W2B W2A W2A W2A W2B W2A W1D 2'-0".4'-0 5/8".6'-0" 2'-0" . 9'-6" . 9'-11" 3'-0 3/4"3'-4 3/4"1'-0".5'-6" 5'-2 7/8".4'-6 7/8"5'-5 3/8"2'-10"6'-10"2'-7" W2B BATH TYPE 2B BATH TYPE 3A KITCHEN TYPE 2C KITCHEN TYPE 3A BATH TYPE 1A BATH TYPE 1A KITCHEN TYPE 3A BATH TYPE 2B KITCHEN TYPE 6A BATH TYPE 1A BATH TYPE 1D KITCHEN TYPE 3A BATH TYPE 1A W2A KITCHEN TYPE 7E 2 A307 3 A307 T01 007 A T01 007 A T01 007 A T01 007 A W14 W14 W14 W11B W14 W11B W14 W14 T02 008 F 4 A306 W11D W11C W11D W11C W11C W11D W11C W11D W11C W11C W11C W11C W11C W11C 11D W11C W11D W11D W11C P12 23B 23B 23B 23B 2'-2 5/8" 5'-5 1/4" 10'-7" 12'-10 5/8" 21'-11 3/8" 12'-10 5/8" 24'-0 7/8". 4'-2"31'-11 5/8" 38'-9 7/8" . 4'-7" . 16'-4 3/4" 33'-3 7/8".21'-10 5/8" 25'-8 1/4".11'-8 1/8".11'-9 7/8".11'-9 1/2". UNIT D5 518 UNIT D13 520 UNIT B4 522 UNIT A15 523 UNIT A13 524 UNIT A14 525 1 HOUR RATED WALL ASSEMBLY ADJACENT TO PROPERTY LINE 1 1 W14 W11D W11D A510 9 Sim 9 1/8" 2'-0 1/2" ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" 5TH FLOOR WEST ENLARGED PLAN A424 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT PLAN KEYNOTES P1STANDBY GENERATOR P2CONCRETE FILLED STEEL BOLLARD(S), SEE DETAIL X/A500 P3ACCESS VEHICLE CONTROL BARRIER GATE, LIFTMASTER MAT W/ 10FT ARM P4STORAGE LOCKERS P5TRASH COMPACTOR, MINI-MAC MODEL BY MARATHON 5A P6TRASH COMPACTOR TRASH BIN, MINI MAC MODEL BY MARATHON 5A P7FDC CONNECTION, SEE FIRE PROTECTION DWGS P8PATIO, CONCRETE PLINTH W/ PLANTERS & PRECAST CONCRETE BENCHES, SEE LANDSCAPE DRWGS P9WOOD SLAT FENCE P10PAINTED STEEL + GLASS CANOPY P11RECYCLING CHUTE WITH 15% PADDED OFFSET @ BOTTOM BY CHUTES INTERNATIONAL P12RECESSED FIRE EXTINGUISHER CABINET W/GLASS DOOR P13REAR DRAIN TOILET, Units 211-216 only P14CUSTOM MILLWORK RECESSED SHELF AT TYPE 5C BATHROOMS ONLY, SEE SHEET 5B/A602 P15FACTORY PAINTED ALUMINUM SUN SCREEN LOUVERS P16ROOF DECK DRAIN, SEE PLUMBING DRWGS P17PAINTED STEEL GUARDRAIL P18GENERATOR EXHAUST SHAFT, SEE MECH. DWGS P19MIN. 24" WIDE ALUM. OR GALV. STL. LADDER (U200 BY UPNOVR OR SIMILAR) P20SURFACE MOUNTED FIRE EXTINGUISHER CABINET W/ GLASS DOOR P21INTERIOR WINDOW, SEE WINDOW SCHEDULE P22ALL COLUMNS TO BE 3HR FIRE RATED SEE DETAILS ON SHEET A510 P23MANIFOLD/WATER METER WALL-MOUNTED 30"x30" PTD ACCESS PANEL, FRAMELESS, BOTTOM SILL MOUNTED AT 9" A.F.F. IN ALL BATHROOMS (BEHIND DOOR SWING), HALLWAYS (CENTERED ON WALL) AND CLOSET (AT CORNER) LOCATIONS. TYPICAL UNITS SHOWN AT 2ND FLOOR ENLARGED PLAN. ANY CONFLICTS TO BE COORDINATED WITH ARCHITECT. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 SDSD OS OS PS SD /1A421_R UH UK UK UK UH UV US UE UBUB UBUB US UC UC UV UH UH UB UB UC UC UH US US UE UBUB UV UV UK US UV UB UK UH UH UE UHUH UH US UV UK UH UH UB UH UH UE UH UE UV UH UHUB UK UHUH US UH UK UH UK US UE UH UH UBUB UV UH UP UP UH UK UK UV SEE ID417_R (SIM) E2 UNIT A15 523 UNIT A13 524 UNIT A14 525 UNIT D5 518 SOUTH CORRIDOR 540 UNIT B4 522 UNIT D13 520 REFER TO UNIT 323 FOR DIMENSIONS REFER TO UNIT 218 FOR DIMENSIONS REFER TO UNIT 324 FOR DIMENSIONS REFER TO UNIT 423 FOR DIMENSIONS REFER TO UNIT 422 FOR DIMENSIONS REFER TO UNIT 420 FOR DIMENSIONS 1. FOR OFFSETS OF SHAFT RISERS, PROVIDE CONTINUOUS 2HR RATED GWB ENCLOSURES ON ALL SIDES, FOR LOCATION SEE MECHANICAL DWGS. 2. ALL CONDUIT FOR CEILING MOUNTED FIXTURES OR DEVICES IN AREAS WITH EXPOSED CONCRETE CEILINGS SHALL BE CAST IN CONCRETE SLAB FOR CONCEALMENT. CONDUIT FOR FLOOR MOUNTED POWER, PHONE AND DATA RECEPTACLES SHALL BE CAST IN SLAB AS REQ'D. 3. PROVIDE CONTROL JOINTS IN SUSPENDED GYPSUM BOARD CEILING AS SHOWN AND/OR AS REQ'D BY CEILING CONSTRUCTION. LOCATIONS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. ALIGN WALL & CEILING CONTROL JOINTS WHERE POSSIBLE. 4. CONTRACTOR SHALL PROVIDE ACCESS PANELS IN SUSPENDED GYP BOARD CEILING AS SHOWN ON ARCH & MEP DRAWINGS AND/OR AS REQ'D TO SERVICE MEP/FP SYSTEMS & EQUIPMENT. LOCATIONS NOT SHOWN ON ARCH OR MEP DRAWINGS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. 5. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS, ETC. FOR ALL CEILING MOUNTED ACCESS PANELS, CEILING TRIM, LIGHT FIXTURES, WINDOW TREATMENTS & OTHER EQUIPMENT OR DEVICES AS REQ'D. 6. REFER TO ARCH. DRAWINGS FOR LIGHT FIXTURES LOCATIONS. 7. REFER TO MECH. DRAWINGS FOR LOCATION & SIZE OF HVAC DUCTS & DIFFUSERS. 8. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPE, SWITCHING & LAMPING. 9. REFER TO INTERIOR DRAWINGS FOR ADD'L CEILING FINISH INFORMATION 10. INSTALL ALL INSULATION PER MANUFACTURER'S INSTRUCTIONS. CONTRACTOR TO HAVE INSTRUCTIONS AVAILABLE FOR INSPECTION. 11. SPRINKLERS TO BE ORTHOGONALLY ALIGNED WITH AND EQUALLY SPACED BETWEEN OTHER BUILDING ELEMENTS (I.E. LIGHTS, DIFFUSERS, DOORWAYS, CEILINGS, BULKHEADS) AND EVENLY SPACED AND ALIGNED WITH EACH OTHER. CONFIRM ALL LOCATIONS W/ ARCHITECT PRIOR TO INSTALLATION. RECESSED LIGHT FIXTURE COVE LIGHT / ART WALL WASH (ACLC) -V.I.F. RECESSED STRIP LIGHT W/ LENS, FACING SIDE (CLC) -V.I.F. SURFACE MOUNT DOWNLIGHT WALL SCONCE SPEAKER -SEE AV DWGS FOR TYPES (FINISH TO MATCH ADJACENT CLG. OR WALL, U.N.O.) SPEAKER/STROBE -SEE ELEC. DWGS OCCUPANCY SENSOR SEE ELEC. DWGS PHOTO SENSOR -SEE ELEC. DWGS EXIT SIGN -SEE ELEC. DWGS SMOKE DETECTOR -SEE ELEC. DWGS CENTERLINE RETURN -SEE MECH. DWGS EXHAUST/SUPPLY -SEE MECH. DWGS PS OS SD RCP LEGEND RCP GRAPHIC KEY RCP GENERAL NOTES EXPOSED CONCRETE CEILING SLAB 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-4 1/2" AFF 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-0" AFF SURFACE MOUNT DOWNLIGHT, WET LOCATION PENDANT 1/2" GYPSUM BOARD CEILING, PTD. (U.N.O.); HT 7'-10" AFF ELEC. PANEL -SEE ELEC. DWGS TELECOM PANEL -SEE ELEC. DWGS INTERCOM -SEE ELEC. DWGS ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" 5TH FLOOR WEST ENLARGED RCP A424_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET ADJUSTED PER ARCH. BACKGROUND CHANGES. ACCESS PANELS, SMOKE DETECTORS, OCCUPANCY SENSORS ADDED FOR CLARIFICATION. 1 1 1 1 1 1 1 1 1 ALL INTERCOM PANELS REMOVED. 1 ALIGN ALIGN /1A421 T01 007 A T01 007 A 12 A428 13 A428 10 003 A 06 001 A 10 003 A W1D W2A W2A 1B 9'-7 3/4" 6'-0".2'-0" .3'-7 1/4".3'-4" 10 003 A 06 001 A 11 004 A 01 001 A 07 003 C W2A W1D W2A W2A .3'-0".9'-11".5'-4" 3'-7 1/2".2'-0" 6'-0".3'-6 1/2" 5'-5 3/4"3'-0 1/8" 1B 10 003 A 01 001 A 06 001 A 17 006 D 07 003 C 01 001 A 06 001 A 11 004 A W2A W1D W2A W2A W14 W2A W1D W2A W2A W2A 5'-2 3/4".3'-0".9'-11".11'-10 1/2".6'-3" 3'-8".6'-0" 2'-0".13'-4 3/4".12'-4 3/8" 2'-0".3'-0" 2'-7 5/8" BATH TYPE 1E KITCHEN TYPE 8B BATH TYPE 4.1A BATH TYPE 1A BATH TYPE 1A KITCHEN TYPE 8C W2A 2 A308 4 A308 3 A309 W11B 1B T04 010 A T02 008 F 6 A506 9 A506 5 A308 W-4 W11B W14 T02 F008 P12 P17 P17 P17 23B 23B NORTH STAIR 10'-0" 10'-0" .49'-3" 31'-6 5/8" 8'-2 1/2" 10'-1 1/8" 3'-2 3/8" 30'-9 7/8" 9'-4 1/2" 19'-9 1/4".4'-7 5/8".18'-3 1/4" UNIT D14 527 UNIT B5 530 1 HOUR RATED WALL ASSEMBLY ADJACENT TO PROPERTY LINE 1 1 W11B W14 10'-0" P23 P23 A510 3 Sim A510 2 Sim A510 2 Sim A510 9 Sim A510 9 Sim 9 A428 3'-0 5/8" ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" 5TH FLOOR NORTH ENLARGED PLAN A425 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT PLAN KEYNOTES P1STANDBY GENERATOR P2CONCRETE FILLED STEEL BOLLARD(S), SEE DETAIL X/A500 P3ACCESS VEHICLE CONTROL BARRIER GATE, LIFTMASTER MAT W/ 10FT ARM P4STORAGE LOCKERS P5TRASH COMPACTOR, MINI-MAC MODEL BY MARATHON 5A P6TRASH COMPACTOR TRASH BIN, MINI MAC MODEL BY MARATHON 5A P7FDC CONNECTION, SEE FIRE PROTECTION DWGS P8PATIO, CONCRETE PLINTH W/ PLANTERS & PRECAST CONCRETE BENCHES, SEE LANDSCAPE DRWGS P9WOOD SLAT FENCE P10PAINTED STEEL + GLASS CANOPY P11RECYCLING CHUTE WITH 15% PADDED OFFSET @ BOTTOM BY CHUTES INTERNATIONAL P12RECESSED FIRE EXTINGUISHER CABINET W/GLASS DOOR P13REAR DRAIN TOILET, Units 211-216 only P14CUSTOM MILLWORK RECESSED SHELF AT TYPE 5C BATHROOMS ONLY, SEE SHEET 5B/A602 P15FACTORY PAINTED ALUMINUM SUN SCREEN LOUVERS P16ROOF DECK DRAIN, SEE PLUMBING DRWGS P17PAINTED STEEL GUARDRAIL P18GENERATOR EXHAUST SHAFT, SEE MECH. DWGS P19MIN. 24" WIDE ALUM. OR GALV. STL. LADDER (U200 BY UPNOVR OR SIMILAR) P20SURFACE MOUNTED FIRE EXTINGUISHER CABINET W/ GLASS DOOR P21INTERIOR WINDOW, SEE WINDOW SCHEDULE P22ALL COLUMNS TO BE 3HR FIRE RATED SEE DETAILS ON SHEET A510 P23MANIFOLD/WATER METER WALL-MOUNTED 30"x30" PTD ACCESS PANEL, FRAMELESS, BOTTOM SILL MOUNTED AT 9" A.F.F. IN ALL BATHROOMS (BEHIND DOOR SWING), HALLWAYS (CENTERED ON WALL) AND CLOSET (AT CORNER) LOCATIONS. TYPICAL UNITS SHOWN AT 2ND FLOOR ENLARGED PLAN. ANY CONFLICTS TO BE COORDINATED WITH ARCHITECT. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 OS SD SD SD OS PS SD /1A421_R UV UB UB US 1'-9"1'-9" UC UB UB UH UH US US EQEQ EQEQ 2'-0"2'-0" EQEQ UV UE UH UH UH UK UK UBUB EQEQ UV 3'-0" UV UP UP 3'-0" 3'-0" 3'-0" EQEQ 4'-0" 4'-0" EQ2EQ2 UH UK UH UC UV US UB UB UK 8" 8" EQ EQ 2'-0" 2'-0" 4'-0" 4'-0" EQ EQ 3'-0"3'-0" NORTH CORRIDOR 539 SEE ELEC. & MECH. DWGS SEE ID419_R (SIM) E2 E1 E2 NORTH STAIR UNIT B5 530 UNIT D14 527 UNIT D12 531 REFER TO UNIT 231 FOR DIMENSIONS 1. FOR OFFSETS OF SHAFT RISERS, PROVIDE CONTINUOUS 2HR RATED GWB ENCLOSURES ON ALL SIDES, FOR LOCATION SEE MECHANICAL DWGS. 2. ALL CONDUIT FOR CEILING MOUNTED FIXTURES OR DEVICES IN AREAS WITH EXPOSED CONCRETE CEILINGS SHALL BE CAST IN CONCRETE SLAB FOR CONCEALMENT. CONDUIT FOR FLOOR MOUNTED POWER, PHONE AND DATA RECEPTACLES SHALL BE CAST IN SLAB AS REQ'D. 3. PROVIDE CONTROL JOINTS IN SUSPENDED GYPSUM BOARD CEILING AS SHOWN AND/OR AS REQ'D BY CEILING CONSTRUCTION. LOCATIONS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. ALIGN WALL & CEILING CONTROL JOINTS WHERE POSSIBLE. 4. CONTRACTOR SHALL PROVIDE ACCESS PANELS IN SUSPENDED GYP BOARD CEILING AS SHOWN ON ARCH & MEP DRAWINGS AND/OR AS REQ'D TO SERVICE MEP/FP SYSTEMS & EQUIPMENT. LOCATIONS NOT SHOWN ON ARCH OR MEP DRAWINGS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. 5. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS, ETC. FOR ALL CEILING MOUNTED ACCESS PANELS, CEILING TRIM, LIGHT FIXTURES, WINDOW TREATMENTS & OTHER EQUIPMENT OR DEVICES AS REQ'D. 6. REFER TO ARCH. DRAWINGS FOR LIGHT FIXTURES LOCATIONS. 7. REFER TO MECH. DRAWINGS FOR LOCATION & SIZE OF HVAC DUCTS & DIFFUSERS. 8. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPE, SWITCHING & LAMPING. 9. REFER TO INTERIOR DRAWINGS FOR ADD'L CEILING FINISH INFORMATION 10. INSTALL ALL INSULATION PER MANUFACTURER'S INSTRUCTIONS. CONTRACTOR TO HAVE INSTRUCTIONS AVAILABLE FOR INSPECTION. 11. SPRINKLERS TO BE ORTHOGONALLY ALIGNED WITH AND EQUALLY SPACED BETWEEN OTHER BUILDING ELEMENTS (I.E. LIGHTS, DIFFUSERS, DOORWAYS, CEILINGS, BULKHEADS) AND EVENLY SPACED AND ALIGNED WITH EACH OTHER. CONFIRM ALL LOCATIONS W/ ARCHITECT PRIOR TO INSTALLATION. RECESSED LIGHT FIXTURE COVE LIGHT / ART WALL WASH (ACLC) -V.I.F. RECESSED STRIP LIGHT W/ LENS, FACING SIDE (CLC) -V.I.F. SURFACE MOUNT DOWNLIGHT WALL SCONCE SPEAKER -SEE AV DWGS FOR TYPES (FINISH TO MATCH ADJACENT CLG. OR WALL, U.N.O.) SPEAKER/STROBE -SEE ELEC. DWGS OCCUPANCY SENSOR SEE ELEC. DWGS PHOTO SENSOR -SEE ELEC. DWGS EXIT SIGN -SEE ELEC. DWGS SMOKE DETECTOR -SEE ELEC. DWGS CENTERLINE RETURN -SEE MECH. DWGS EXHAUST/SUPPLY -SEE MECH. DWGS PS OS SD RCP LEGEND RCP GRAPHIC KEY RCP GENERAL NOTES EXPOSED CONCRETE CEILING SLAB 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-4 1/2" AFF 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-0" AFF SURFACE MOUNT DOWNLIGHT, WET LOCATION PENDANT 1/2" GYPSUM BOARD CEILING, PTD. (U.N.O.); HT 7'-10" AFF ELEC. PANEL -SEE ELEC. DWGS TELECOM PANEL -SEE ELEC. DWGS INTERCOM -SEE ELEC. DWGS ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" 5TH FLOOR NORTH ENLARGED RCP A425_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET ADJUSTED PER ARCH. BACKGROUND CHANGES. ACCESS PANELS, SMOKE DETECTORS, OCCUPANCY SENSORS ADDED FOR CLARIFICATION. 1 1 1 1 ALL INTERCOM PANELS REMOVED. 1 RD RD RD G W G W G SP J J J J J J SP SP HF 8 A427 7 A427 6 A427 9 A427 12 A428 13 A428 4 A309 3 A309 041 A R100 042 A R101 CENTRAL STAIR 18B 18B 18B 18B DOWNSPOUTLINE OF GUTTER ABOVE P19 P18 DHW R101 043 B R102 ELEV 2 ELEV 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" ROOF CORE ENLARGED PLAN A426 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT PLAN KEYNOTES P1STANDBY GENERATOR P2CONCRETE FILLED STEEL BOLLARD(S), SEE DETAIL X/A500 P3ACCESS VEHICLE CONTROL BARRIER GATE, LIFTMASTER MAT W/ 10FT ARM P4STORAGE LOCKERS P5TRASH COMPACTOR, MINI-MAC MODEL BY MARATHON 5A P6TRASH COMPACTOR TRASH BIN, MINI MAC MODEL BY MARATHON 5A P7FDC CONNECTION, SEE FIRE PROTECTION DWGS P8PATIO, CONCRETE PLINTH W/ PLANTERS & PRECAST CONCRETE BENCHES, SEE LANDSCAPE DRWGS P9WOOD SLAT FENCE P10PAINTED STEEL + GLASS CANOPY P11RECYCLING CHUTE WITH 15% PADDED OFFSET @ BOTTOM BY CHUTES INTERNATIONAL P12RECESSED FIRE EXTINGUISHER CABINET W/GLASS DOOR P13REAR DRAIN TOILET, Units 211-216 only P14CUSTOM MILLWORK RECESSED SHELF AT TYPE 5C BATHROOMS ONLY, SEE SHEET 5B/A602 P15FACTORY PAINTED ALUMINUM SUN SCREEN LOUVERS P16ROOF DECK DRAIN, SEE PLUMBING DRWGS P17PAINTED STEEL GUARDRAIL P18GENERATOR EXHAUST SHAFT, SEE MECH. DWGS P19MIN. 24" WIDE ALUM. OR GALV. STL. LADDER (U200 BY UPNOVR OR SIMILAR) P20SURFACE MOUNTED FIRE EXTINGUISHER CABINET W/ GLASS DOOR P21INTERIOR WINDOW, SEE WINDOW SCHEDULE P22ALL COLUMNS TO BE 3HR FIRE RATED SEE DETAILS ON SHEET A510 P23MANIFOLD/WATER METER WALL-MOUNTED 30"x30" PTD ACCESS PANEL, FRAMELESS, BOTTOM SILL MOUNTED AT 9" A.F.F. IN ALL BATHROOMS (BEHIND DOOR SWING), HALLWAYS (CENTERED ON WALL) AND CLOSET (AT CORNER) LOCATIONS. TYPICAL UNITS SHOWN AT 2ND FLOOR ENLARGED PLAN. ANY CONFLICTS TO BE COORDINATED WITH ARCHITECT. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 3 T T K P CR 4 O S 1 O S SP O S O S SP 8 A427 7 A427 6 A427 9 A427 13'-0" 9 5/8" 4'-5 1/2" 5'-11 7/8"3'-9" 19C 19B 18C 18C18B 19C 18C 19B 4'-3 1/8" 3'-6 1/4" 5'-3 1/2" 4'-3 1/8" 17'-4" 6'-11" L11 LG.2 8 A427 7 A427 G.1 G.2I.3 6 A427 9 A427 7'-1 3/4" 6'-1" 7'-1"9'-11 5/8" 18B 1D 1B 18B 18B 4'-8" 1 TREAD 11"3'-8 1/2" 4'-8" 5 TREADS @ 11" 4'-7"3'-8 1/2" 3'-8" 2 TREADS @ 11" 1'-10" 3'-9 1/2" 12'-11 1/2" W26 W26 17'-4" 4'-3 1/8" 3'-6 1/4" 1'-9 1/4" 3'-6 1/4" 4'-3 1/8" 2'-8" 18B W1B 18B 18B 8 A427 7 A427 G.1 G.2I.3 6 A427 9 A427 4'-3 1/8" 3'-6 1/4" 1'-9 1/4" 3'-6 1/4" 4'-3 1/8" 9'-4" 7 5/8" 7'-1" 7'-1 3/4"2'-8" 3'-9" 2 TREADS @ 11" 1'-10"3'-9" 17'-4" 4'-8 1/2" 1 TREAD 11"3'-8 1/2" 3'-8 1/2" 5 T R E A D S @ 1 1 " 4 ' 7 " 4 ' 8 1 / 2 " 3 ' 9 1 / 2 " 6 T R E A D S @ 1 1 " 5 ' 6 " 3 ' 8 1 / 2 " 1 3 ' 0 " 1D 18B 18B1B 18B 18B 18B 18B W1B W26 W26 6 ' 1 " 8 A427 7 A427 G.1 G.2I.3 6 A427 9 A427 4 ' 3 1 / 8 " 3 ' 6 1 / 4 " 1 ' 9 1 / 4 " 3 ' 6 1 / 4 " 4 ' 3 1 / 8 " 1 7 ' 4 " 7'-1"7 5/8"9'-4" 3 ' 8 1 / 2 " 5 T R E A D S @ 1 1 " 4 ' 7 " 4 ' 8 1 / 2 " 3 ' 9 1 / 2 " 6 T R E A D S @ 1 1 " 5 ' 6 " 3 ' 8 1 / 2 " 3'-9" 2 TREADS @ 11" 1'-10"3'-9" 4'-8 1/2" 1 TREAD 11"3'-8 1/2" 1 3 ' 0 " 18B1B 18B 18B 18B 1D W1B18B W26 W26 6 ' 1 " 7'-1 3/4"2'-8" 18B 8 A427 7 A427 G.1 G.2I.3 6 A427 9 A427 2 ' 1 1 / 8 " 5 ' 8 1 / 4 " R . O . 1 ' 9 1 / 4 " 5 ' 8 1 / 4 " R . O . 2 ' 1 1 / 8 " 1 7 ' 4 " 7'-1 3/4"2'-8" 6 ' 1 " 7'-1"7 5/8"9'-4" W1B18B W26 W26 1D 18B 18B1B 18B 18B 18B 3 ' 8 1 / 2 " 5 T R E A D S @ 1 1 " 4 ' 7 " 4 ' 8 1 / 2 " 3 ' 9 1 / 2 " 6 T R E A D S @ 1 1 " 5 ' 6 " 3 ' 8 1 / 2 " 4'-8 1/2" 1 TREAD 11"3'-8 1/2" 1 3 ' 0 " ELEVATOR CONTROLLER REFER TO MFR. REQ. ELEVATOR CONTROLLER REFER TO MFR. REQ. 1 1 3 ' 4 " 1 ' 8 " 3 ' 1 0 5 / 8 " 1 ' 1 3 / 8 " 3 ' 4 " 1 ' 8 " 3 ' 1 0 5 / 8 " 1 ' 1 3 / 8 " 3 ' 4 " 1 ' 8 " 3 ' 1 0 5 / 8 " 1 ' 1 3 / 8 " 3 ' 4 " 1 ' 8 " 3 ' 1 0 5 / 8 " 1 ' 1 3 / 8 " 3 ' 5 1 / 8 " 1 ' 8 5 / 8 " 6 ' 8 " C L E A R A N C E 6 ' 8 " C L E A R A N C E 6 ' 8 " C L E A R A N C E 6 MIL. POLYETHYLENE SUB-SLAB VAPOR BARRIER 6 R I S E R S @ 6 5 / 8 " 3 ' 4 " 3 R I S E R S @ 6 5 / 8 " 1 ' 8 " 7 R I S E R S @ 6 5 / 8 " 3 ' 1 0 5 / 8 " 2 R I S E R S @ 6 5 / 8 " 1 ' 1 3 / 8 " 6 R I S E R S @ 6 5 / 8 " 3 ' 4 " 3 R I S E R S @ 6 5 / 8 " 1 ' 8 " 7 R I S E R S @ 6 5 / 8 " 3 ' 1 0 5 / 8 " 2 R I S E R S @ 6 5 / 8 " 1 ' 1 3 / 8 " 6 R I S E R S @ 6 5 / 8 " 3 ' 4 " 3 R I S E R S @ 6 5 / 8 " 1 ' 8 " 7 R I S E R S @ 6 5 / 8 " 3 ' 1 0 5 / 8 " 2 R I S E R S @ 6 5 / 8 " 1 ' 1 3 / 8 " 6 R I S E R S @ 6 5 / 8 " 3 ' 4 " 3 R I S E R S @ 6 5 / 8 " 1 ' 8 " 7 R I S E R S @ 6 5 / 8 " 3 ' 1 0 5 / 8 " 2 R I S E R S @ 6 5 / 8 " 1 ' 1 3 / 8 " 6 R I S E R S @ 6 7 / 8 " 3 ' 5 1 / 8 " 3 R I S E R S @ 6 7 / 8 " 1 ' 8 5 / 8 " 1 0 ' 1 0 1 / 4 " 6 ' 8 " C L E A R A N C E 6 ' 8 " C L E A R A N C E 6 ' 8 " C L E A R A N C E 6 ' 8 " C L E A R A N C E C L E A R A N C E 6 ' 8 " 6 MIL. POLYETHYLENE SUB-SLAB VAPOR BARRIER GUTTER RECYLCING CONTAINER SUMP PUMP 6 MIL. POLYETHYLENE SUB-SLAB VAPOR BARRIER 3 / 8 " 1ST FLOOR 394.54' 1ST FLOOR 394.54' 2ND FLOOR 406.54' 2ND FLOOR 406.54' 3RD FLOOR 416.54' 3RD FLOOR 416.54' 4TH FLOOR 426.54' 4TH FLOOR 426.54' 5TH FLOOR 436.54' 5TH FLOOR 436.54' ROOF 446.54' ROOF 446.54' 1 0 ' 0 " 1 0 ' 0 " 1 0 ' 0 " 1 0 ' 0 " 1 2 ' 0 " 5 2 ' 0 " TRASH CHUTE OVERRUN RECYCLING CONTAINER W O O D S T A I R W / L O W P I L E C A R P E T F I N I S H M E T A L P A N S T A I R W / C O N C R E T E T R E A D S TRASH COMPACTOR 6 MIL. POLYETHYLENE SUB-SLAB VAPOR BARRIER TRASH & RECYLCING CHUTES TO BE COATED WITH SOUND DAMPENING COMPOUND. COVER WITH ACOUSTICAL DUCT WRAP AND ATTACH AT FLOOR CONNECTIONS WITH SOUND ISOLATOR PADS. 7 A427 I.3 6 A427 4 ' 8 1 / 2 " 5 T R E A D S @ 1 1 " 4 ' 7 " 3'-9" 2 TREADS @ 11" 1'-10" 18B 18B 18B ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" EGRESS CORE PLANS & SECTIONS A427 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 EGRESS CORE -1ST FLOOR PLAN 1/4" = 1'-0" 2 EGRESS CORE -2ND FLOOR PLAN 1/4" = 1'-0" 3 EGRESS CORE -3RD FLOOR PLAN 1/4" = 1'-0" 4 EGRESS CORE -4TH FLOOR PLAN 1/4" = 1'-0" 5 EGRESS CORE -5TH FLOOR PLAN 1/4" = 1'-0" 6 CENTRAL STAIR -SECTION 1/4" = 1'-0" 7 CENTRAL STAIR -SECTION 1/4" = 1'-0" 8 ELEVATORS -SECTION 1/4" = 1'-0" 9 TRASH CHUTE -SECTION 1/4" = 1'-0" 10 CENTRAL STAIR -ROOF PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET V S UP UP DN DN UP UP DN DN V S J S P 12 A428 13 A428 7'-9" 9 5/8" 4'-1" 4 TREADS @ 11" 3'-8" 18C 18C 18C 1 TREAD 11" J.1 2 12 A428 13 A428 7'-9" 3'-8 1/2" 4" 3'-8 1/2" 3'-9 1/2"7'-4"3'-8 1/2" 18B 1B 18B1B J.1 2 12 A428 13 A428 3'-9" 8 TREADS @ 11" 7'-4"3'-9" 3'-8 1/2" 4" 3'-8 1/2" 7'-9" 14'-10" 18B 18B 18B J.1 2 12 A428 13 A428 3'-9" 8 TREADS @ 11" 7'-4"3'-9" 4'-0 1/2"3'-8 1/2" 7'-9" 14'-10" 1B 18B 18B J.1 2 12 A428 13 A428 7'-9" 14'-10" 3'-9" 8 TREADS @ 11" 7'-4"3'-9" 3'-8" 5" 3'-8" 18B 1B 18B 9 RISERS @ 6 9/16" 4'-10 7/8" 9 RISERS @ 6 11/16" 5'-0" 9 RISERS @ 6 11/16" 5'-0" 9 RISERS @ 6 11/16" 5'-0" 9 RISERS @ 6 11/16" 5'-0" 9 RISERS @ 6 11/16" 5'-0" 9 RISERS @ 6 11/16" 5'-0" 6'-8" CLEARANCE6'-8" CLEARANCE6'-8" CLEARANCE6'-8" CLEARANCE STEEL C-H STUD STEEL J-RUNNER 1" SHEETROCK 5/8" TYPE X GYPSUM BOARD BOTTOM OF STAIR RATED 3HR STEEL J-RUNNER STEEL C-H STUD 5/8" TYPE X GYPSUM BOARD 1" SHEETROCK L7 LP L6 14 A428 15 A428 3'-8 1/2" 6 TREADS @ 11" 5'-6"7'-7 7/8" 3'-9"9 5/8"3'-9" 7 5/8" 3'-4 7/8" 12'-0 1/2" 18C 18B 18B 18C 5 14 A428 15 A428 3'-8 1/2" 8 T R E A D S @ 1 1 " 7 ' 4 " 3 ' 9 1 / 2 " 3'-8 1/2"5"3'-8 1/2" 1 4 ' 1 0 " 7'-10" 18B 18B 9 R I S E R S @ 6 1 1 / 1 6 " 5 ' 0 " 9 R I S E R S @ 6 1 1 / 1 6 " 5 ' 0 " 9 R I S E R S @ 6 1 1 / 1 6 " 5 ' 0 " 9 R I S E R S @ 6 1 1 / 1 6 " 5 ' 0 " 9 R I S E R S @ 6 1 1 / 1 6 " 5 ' 0 " 9 R I S E R S @ 6 1 1 / 1 6 " 5 ' 0 " 9 R I S E R S @ 6 9 / 1 6 " 4 ' 1 0 7 / 8 " 6 R I S E R S @ 6 9 / 1 6 " 3 ' 3 1 / 4 " 6 ' 8 " C L E A R A N C E 6 ' 8 " C L E A R A N C E 6 ' 8 " C L E A R A N C E 6 ' 8 " C L E A R A N C E STEEL C-H STUD STEEL J-RUNNER 1" SHEETROCK 5/8" TYPE X GYPSUM BOARDBOTTOM OF STAIR RATED 3HR 1ST FLOOR 394.54' 1ST FLOOR 394.54' 2ND FLOOR 406.54' 2ND FLOOR 406.54' 3RD FLOOR 416.54' 3RD FLOOR 416.54' 4TH FLOOR 426.54' 4TH FLOOR 426.54' 5TH FLOOR 436.54' 5TH FLOOR 436.54' ROOF 446.54' ROOF 446.54' 1 2 ' 0 " 1 0 ' 0 " 1 0 ' 0 " 1 0 ' 0 " 1 0 ' 0 " 5 2 ' 0 " M E T A L P A N S T A I R W / C O N C R E T E T R E A D S W O O D S T A I R W / L O W P I L E C A R P E T F I N I S H M E T A L P A N S T A I R W / C O N C R E T E T R E A D S W O O D S T A I R W / L O W P I L E C A R P E T F I N I S H 5 14 A428 15 A428 1 4 ' 1 0 " 7'-10" 3 ' 9 " 8 T R E A D S @ 1 1 " 7 ' 4 " 3 ' 9 " 3'-8 1/2"5"3'-8 1/2" 18B 18B 5 14 A428 15 A428 7'-10" 3'-8 1/2"5"3'-8 1/2" 3 ' 9 " 8 T R E A D S @ 1 1 " 7 ' 4 " 3 ' 9 " 18B 18B 5 14 A428 15 A428 3 ' 9 " 8 T R E A D S @ 1 1 " 7 ' 4 " 3 ' 9 " 7'-10" 1 4 ' 1 0 " 3'-8 1/2"5"3'-8 1/2" 18B 18B 2ND FLOOR 406.54' 3RD FLOOR 416.54' 4TH FLOOR 426.54' 5TH FLOOR 436.54' ROOF 446.54' ROOF CURB, CONSTRUCTED PER MANUFACTURER'S SPECIFICATIONS. WRAP ON ALL SIDES WITH 3" POLYISO. ROOFTOP MECHANICAL UNIT 2 HOUR RATED SHAFT WRAP TPO ROOF MEMBRANE OVER CURBS 3 HOUR RATED PODIUM SLAB FLASH AT EDGE OF EQUIPMENT OVER CURB REINFORCE STUCTURE AT CURBS AS REQUIRED BY STRUCTURAL ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" NORTH & EAST STAIR PLANS & SECTIONS A428 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 NORTH STAIR -1ST FLOOR PLAN 1/4" = 1'-0" 2 NORTH STAIR -2ND FLOOR PLAN 1/4" = 1'-0" 3 NORTH STAIR -3RD FLOOR PLAN 1/4" = 1'-0" 4 NORTH STAIR -4TH FLOOR PLAN 1/4" = 1'-0" 5 NORTH STAIR -5TH FLOOR PLAN 1/4" = 1'-0" 12 NORTH STAIR SECTION 1 1/4" = 1'-0" 13 NORTH STAIR SECTION 2 1/4" = 1'-0" 6 EAST STAIR -1ST FLOOR PLAN 1/4" = 1'-0" 7 EAST STAIR -2ND FLOOR PLAN 1/4" = 1'-0" 14 EAST STAIR -SECTION 1 1/4" = 1'-0" 15 EAST STAIR -SECTION 2 1/4" = 1'-0" 8 EAST STAIR -3RD FLOOR PLAN 1/4" = 1'-0" 10 EAST STAIR -4TH FLOOR PLAN 1/4" = 1'-0" 11 EAST STAIR -5TH FLOOR PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1/4" = 1'-0" 9 TYP. MECHANICAL SHAFT SECTION ROOF 446.54' CAP FLASHING RIGID INSULATION -SLOPED @ MIN. OF 1/4" PER FOOT TO MIN. 4" THICKNESS @ ROOF DRAINS TPO ROOF MEMBRANE 1/2" FIBERGLASS MAT GYPSUM ROOF COVER BOARD PRIMED AND PAINTED WOOD TRIM PREFINISHED METAL FLASHING 2x6 STUD WALL, R-21 BATT INSULATION 7/8" CORRUGATED METAL PANEL 1 1/2" RIM BOARD 5/8" TYPE X GYPSUM BOARD 1/2" RESILIENT CHANNEL 2x6 STUD WALL, R-21 BATT INSULATION OPEN WEB JOISTS -SEE STRUCT. DWGS ZIP R-12 5/8" GWB (TYPE X IN RATED LOCATIONS) PLYWOOD DECKING -SEE STRUCT. DWGS 1 E8 1 MIN. R-15 INSULATION AT RIM BOARD 1 CONTINUE TPO MEMBRANE OVER PARAPET BLOCKING, BEHIND WOOD TRIM & OVERLAP FLASHING TAPE PROVIDE FLASHING TAPE OVER TOP OF ZIP-R & BEHIND WOOD TRIM 1 5TH FLOOR 436.54' 1'-0" 7 1/2" 1" 1" 4 5 . 0 0 ° 1/4" STEEL PLATE 1/8" STEEL PLATES 2" THICK "BOX" BRACKET MADE OF 1/8" THICK STEEL PLATES WELDED TOGETHER, PRIME & PAINT 1/4" THICK STEEL PLATE, SCREW THROUGH BOTH LAYERS OF SHEATHING INTO STUDS BRICK VENEER BATT INSULATION (R21) FINISH FLOOR -SEE PLAN 1/8" ACOUSTICAL UNDERLAYMENT 3/4" GYPSUM CONCRETE PLYWOOD DECKING -SEE STRUCT. DWGS 1" 1'-6 1/4" 1 ZIP FLASHING TAPE WRAPPED INSIDE ROUGH OPENING INTUS SUPERA WINDOW PRESSURE TREATED WOOD PLATE PREFINISHED METAL FLASHING 1 1 1 E8CPRIMED AND PAINTED WOOD TRIM PREFINISHED SILL FLASHING 2x3 BLOCKING 3/4" BIRCH VENEER 1/2" JOINT SEALANT W/ BACKER ROD CAULK 1ST FLOOR 394.54' ASPHALT PARKING SURFACE -SEE LANDSCAPE DWGS. GEOCOMPOSITE DRAINAGE BOARD W/ PERMEABLE FILTER FABRIC TO BE PROVIDED AT ALL BELOW GRADE WATERPROOFING MEMBRANE AREAS BENTONITE WATERPROOFING SYS., TYP. GRADE BEAM -SEE STRUCT. DWGS. EXTERIOR GRADE -VARIES EXISTING STRUCTURE ON ADJACENT LOT BENTONITE WATERSTOP @ SLAB, TYP. REINFORCED CMU WALL -SEE STRUCT. DWGS. 1 2ND FLOOR 406.54' RIGID INSULATION -SLOPED @ MIN. OF 1/4" PER FOOT TO MIN. 4" THICKNESS @ ROOF DRAINS TPO ROOF MEMBRANE 1/2" FIBERGLASS MAT GYPSUM ROOF COVER BOARD CONT. ELASTOMERIC COATING 12" PLANK -SEE STRUCT. DRAWINGS CONCRETE TOPPING -SEE STRUCT. DWGS. STEEL BEAM -SEE STRUCT. DWGS EXISTING STRUCTURE ON ADJACENT LOT -V.I.F. SUSPENDED CEILING HANGER RIGID POLYISO INSULATION PANEL CEILING GRID PERIMETER SUPPORT ANGLE, ATTACHED TO STRUCTURE 2" SPRAY-ON FIRE PROOFING, 3HR EXPAND-O-FLASH EXPANSION JOINT COVER W/ INTEGRATED COPING 8' - 8" 2" RIGID INSULATION 2" RIGID INSULATION 2ND FLOOR 406.54' CONCRETE TOPPING -SEE STRUCT. DWGS. 5/8" GWB (TYPE X IN RATED LOCATIONS) 3/4" BIRCH VENEER RIGID INSULATION -SLOPED @ MIN. OF 1/4" PER FOOT TO MIN. 4" THICKNESS @ ROOF DRAINS TPO ROOF MEMBRANE 1/2" FIBERGLASS MAT GYPSUM ROOF COVER BOARD FINISH FLOOR STEEL BEAM -SEE STRUCT. DWGS 2" SPRAY-ON FIRE PROOFING, 3HR SUSPENDED CEILING HANGER 7/8" THICK CORRUGATED METAL PANEL R-19 BATT INSULATION RIGID POLYISO INSULATION PANEL ZIP FLASHING TAPE WRAPPED INSIDE ROUGH OPENING 1 2x6 STUD WALL, R-21 BATT INSULATION 1 E8CPRIMED AND PAINTED WOOD TRIM INTUS SUPERA WINDOW PREFINISHED SILL FLASHING 1 2x3 BLOCKING 1/2" JOINT SEALANT W/ BACKER ROD CAULK 1ST FLOOR 394.54' CONCRETE SLAB -SEE STRUCT. DWGS. FOR INFO BENTONITE WATERSTOP @ SLAB, TYP. GRADE BEAM -SEE STRUCT. DWGS. FOR INFO 10" REINFORCED CMU BLOCK WALL (REFER TO STRUCT. DWGS) 3 5/8" METAL STUD WALL 5/8" GYPSUM SHEATHING 1/2" TYPE X GYPSUM WALLBOARD 6 MIL. POLYETHYLENE SUB-SLAB VAPOR BARRIER EXTERIOR GRADE -VARIES EXTEND SELF-ADHERED WATERPROOFING MEMBRANE ONTO CURB AND DOWN TO LAP OVER BENTONITE WP SYSTEM, TYP. 4" PERFORATED SUBDRAINAGE PIPE W/ FILTER FABRIC WRAP -SEE UNDERSLAB DRAINAGE SYS. DWGS. MORTAR NET WEEPHOLES PREFINISHED METAL FLASHING 1 2ND FLOOR 406.54' 10" REINFORCED CMU BLOCK WALL 7/16" SHEATHING ZIP R12 (R12.6) BATT INSULATION (R21) 2x6 STUD WALL 2x4 STUD WALL 1/2" GYPSUM WALLBOARD FINISH FLOOR -SEE PLAN 2-1/4" "SOAP" FACE BRICK MODULAR FACE BRICK 3 5/8" METAL STUD WALL 5/8" GYPSUM SHEATHING 1/2" TYPE X GYPSUM WALLBOARD BRICK TIE W/ GASKETED FASTENERS @ 16" O.C. VERT. TYP PRECAST SILL 3 5/8" DEFLECTION CHANNEL E32 1 PREFINISHED METAL FLASHING 2ND FLOOR 406.54' DIMENSIONAL LUMBER -SEE STRUCT. DRAWINGS ZIP R-12 PRIMED AND PAINTED WOOD TRIM CONCRETE TOPPING -SEE STRUCT. DWGS. 12" PLANK -SEE STRUCT. DRAWINGS 5/8" TYPE X GYPSUM BOARD 2x6 STUD WALL W/ R-21 BATT INSULATION 7/16" PLYWOOD SHEATHING 7/8" CORRUGATED METAL PANEL 1/2" GYPSUM BOARD 5/8" FIBERGLASS REINFORCED SHEATHING 10" REINFORCED CMU BLOCK WALL EXPAND-O-FLASH EXPANSION JOINT COVER W/ INTEGRATED COPING PREFINISHED METAL FLASHING EXISTING STRUCTURE ON ADJACENT LOT -V.I.F. 8" REINFORCED CMU BLOCK WALL FINISH FLOOR -SEE PLAN E8C 1 AIR/VAPOR BARRIER CONT. ELASTOMERIC COATING CONT. ELASTOMERIC COATING SEAL BOTTOM OF ZIP SHEATHING WITH FLASHING TAPE, EXTEND UNDER EXPANSION JOINT COVER ROOF 446.54' CAP FLASHING RIGID INSULATION -SLOPED @ MIN. OF 1/4" PER FOOT TO MIN. 4" THICKNESS @ ROOF DRAINS TPO ROOF MEMBRANE 1/2" FIBERGLASS MAT GYPSUM ROOF COVER BOARD 7/8" CORRUGATED METAL PANEL ZIP R-12 2x6 STUD WALL, R-21 BATT INSULATION 7/16" PLYWOOD SHEATHING 1 1/2" RIM BOARD PLYWOOD DECKING -SEE STRUCT. DWGS WOOD 2X4 WOOD 2X4 1/2" RESILIENT CHANNEL 5/8" TYPE X GYPSUM BOARD C8 STEEL CHANNEL 1/2" GYPSUM BOARD 1 CONTINUE TPO MEMBRANE OVER PARAPET BLOCKING, BEHIND WOOD TRIM & OVERLAP FLASHING TAPE PROVIDE FLASHING TAPE OVER TOP OF ZIP-R & BEHIND STEEL CHANNEL 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1 1/2" = 1'-0" EXTERIOR SECTION DETAILS A501 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1 1/2" = 1'-0" 5 SECTION DETAIL 1 1/2" = 1'-0" 4 SECTION DETAIL 1 1/2" = 1'-0" 1 SECTION DETAIL 1 1/2" = 1'-0" 2 SECTION DETAIL 1 1/2" = 1'-0" 3 SECTION DETAIL 1 1/2" = 1'-0" 7 SECTION DETAIL 1 1/2" = 1'-0" 8 SECTION DETAIL 1 1/2" = 1'-0" 9 SECTION DETAIL 1 1/2" = 1'-0" 6 SECTION DETAIL 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 2ND FLOOR 406.54' CONCRETE TOPPING -SEE STRUCT. DWGS. RIGID INSULATION -SLOPED @ MIN. OF 1/4" PER FOOT TO MIN. 4" THICKNESS @ ROOF DRAINS TPO ROOF MEMBRANE 1/2" FIBERGLASS MAT GYPSUM ROOF COVER BOARD FINISH FLOOR DOOR THRESHOLD HM DOOR -SEE SCHEDULE 2x6 STUD WALL, R-21 BATT INSULATION 5/8" GWB 7/16" PLYWOOD SHEATHING ZIP R-12 SELF ADHERED MEMBRANE FLASHING PREFINISHED METAL FLASHING 7/8" CORRUGATED METAL PANEL L3x2-1/2 STEEL ANGLE 12" PLANK -SEE STRUCT. DRAWINGS 9 3/8" 5/8" 6'-2"2 3/8" 7/8"2 1/2" 1/2" 5 1/2"5/8" 2ND FLOOR 406.54' ZIP R-12 2x6 STUD WALL, R-21 BATT INSULATION FINISH FLOOR -SEE PLAN 7/16" PLYWOOD SHEATHING STEEL BEAM -SEE STRUCT. DWGS 2" SPRAY-ON FIRE PROOFING, 3HR 4" 7/8" 2 1/2"6 5/8" 7/8" CORRUGATED METAL PANEL 5/8" TYPE X GYPSUM BOARD CONC. SLAB -SEE STRUCT. DRAWINGS KAWNEER 601UT STOREFRONT 1/2" GYPSUM BOARD CORNER BEAD 2 1/2" STEEL CHANNEL INTUS SUPERA WINDOW 3/4" BIRCH VENEER PRIMED AND PAINTED WOOD TRIM PREFINISHED METAL FLASHING L3x2-1/2 STEEL ANGLE L4x4 STEEL ANGLE L4x4 STEEL ANGLE HSS 5x3 1/2" GYPSUM BOARD 2 1/2" STEEL CHANNEL 1'-6 3/8" 1'-3" 9 1/2" 2'-0"1'-2"3 3/8"3/8" 1 E8C PREFINISHED SILL FLASHING PRIMED AND PAINTED WOOD TRIM 1 CAULK 1/2" JOINT SEALANT W/ BACKER ROD ZIP FLASHING TAPE WRAPPED INSIDE ROUGH OPENING 1 1ST FLOOR 394.54' STOREFRONT DOOR WALK-OFF MAT CONCRETE SLAB EXTERIOR PAVERS -SLOPE AWAY FROM ENTRANCE. SEE LANDSCAPE DWGS FOR MORE INFORMATION. 2ND FLOOR 406.54' ZIP R-12 2x6 STUD WALL, R-21 BATT INSULATION FINISH FLOOR -SEE PLAN 7/16" PLYWOOD SHEATHING STEEL BEAM -SEE STRUCT. DWGS 2" SPRAY-ON FIRE PROOFING, 3HR 4" 7/8" 2 1/2"6 5/8" 7/8" CORRUGATED METAL PANEL 5/8" TYPE X GYPSUM BOARD CONC. SLAB -SEE STRUCT. DRAWINGS 3 5/8" METAL STUD INTUS SUPERA WINDOW 3/4" BIRCH VENEER PRIMED AND PAINTED WOOD TRIM L4x4 STEEL ANGLE 1/2" GYPSUM BOARD 1'-6 3/8" 1'-3" 2'-0"1'-2"3 3/8" 3/8" R-13 BATT INSULATION 5/8" FIBERGLASS REINFORCED SHEATHING 1 PREFINISHED METAL FLASHING 1/2" GYPSUM BOARD 2 1/2" METAL STUD 1 KAWNEER 601UT STOREFRONT E8C 1 PREFINISHED METAL TRIM PREFINISHED SILL FLASHING ZIP FLASHING TAPE WRAPPED INSIDE ROUGH OPENING 2x3 BLOCKING CAULK 2ND FLOOR 406.54' ZIP R-12 2x6 STUD WALL, R-21 BATT INSULATION FINISH FLOOR -SEE PLAN 7/16" PLYWOOD SHEATHING 2 1/2" 6 5/8" 5/8" TYPE X GYPSUM BOARD CONC. SLAB -SEE STRUCT. DRAWINGS KAWNEER 601UT STOREFRONT 6" METAL STUD WALL 3/4" BIRCH VENEER 1'-6 1/4" 1'-3" 9" 5/8" FIBERGLASS REINFORCED SHEATHING WEEPHOLES 10" CHANNEL PREFINISHED METAL FLASHING 6" METAL STUD 2 1/2" METAL STUD 1/2" GYPSUM BOARD ZIP R-12 1/2" GYPSUM BOARD 1 INTUS SUPERA WINDOW PRECAST SILL E31 1 ZIP FLASHING TAPE WRAPPED INSIDE ROUGH OPENING PREFINISHED SILL FLASHING 1 PREFINISHED METAL TRIM CAULK 2x3 BLOCKING 1/2" JOINT SEALANT W/ BACKER ROD 2ND FLOOR 406.54' 2x6 STUD WALL, R-21 BATT INSULATION FINISH FLOOR -SEE PLAN STEEL BEAM -SEE STRUCT. DWGS 2" SPRAY-ON FIRE PROOFING, 3HR 5/8" TYPE X GYPSUM BOARD CONC. SLAB -SEE STRUCT. DRAWINGS 1'-3" 7/16" PLYWOOD SHEATHING ZIP R-12 BRICK TIE W/ GASKETED FASTENERS @ 16" O.C. VERT. TYP MODULAR FACE BRICK 1/2" GYPSUM BOARD 6" METAL STUD WALL WITH R-19 BATT INSULATION 5/8" FIBERGLASS REINFORCED SHEATHING 5/8" 0"5 1/2" 1/2" 2 1/2"1"3 5/8" ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1 1/2" = 1'-0" EXTERIOR SECTION DETAILS A502 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1 1/2" = 1'-0" 3 SECTION DETAIL 1 1/2" = 1'-0" 4 SECTION DETAIL 1 1/2" = 1'-0" 1 SECTION DETAIL 1 1/2" = 1'-0" 2b SECTION DETAIL 1 1/2" = 1'-0" 6 SECTION DETAIL 1 1/2" = 1'-0" 5 DETAIL @ 2ND FLOOR SLAB EDGE, BRICK 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1ST FLOOR 394.54' 8'-3" 9" 7/8"2 1/2"5/8"6"1/2" 2 1/2" MTL STUD 5/8" GWB 1/2" GYPSUM BOARD 6" METAL STUD WALL CONCRETE CURB 6 1/8"1/2" FURRING CHANNEL ZIP R-12 7/8" CORRUGATED METAL PANEL PREFINISHED METAL FLASHING 5/8" FIBERGLASS REINFORCED SHEATHING 2" RIGID INSULATION DRAINAGE & PROTECTION BOARD BENTONITE WATERPROOFING SYS., TYP. ALLEY PAVERS -REFER TO LANDSCAPE DWGS. 2ND FLOOR 406.54' 5/8" GWB 1/2" RESILIENT CHANNEL 12" PLANK -SEE STRUCT. DRAWINGS FINISH FLOOR -SEE PLAN 1/2" GYPSUM BOARD 7/16" PLYWOOD SHEATHING ZIP R-12 7/8" CORRUGATED METAL PANEL 5/8" FIBERGLASS REINFORCED SHEATHING 2ND FLOOR 406.54' FINISH FLOOR -SEE PLAN CONCRETE TOPPING -SEE STRUCT. DWGS. 12" PLANK -SEE STRUCT. DRAWINGS 5/8" GWB (TYPE X IN RATED LOCATIONS) ZIP R-12 7/8" CORRUGATED METAL PANEL 8" REINFORCED CMU WALL 2x6 STUD WALL, R-21 BATT INSULATION 7/8" 2 1/2"6 5/8" 3RD FLOOR 416.54' 5/8" TYPE X GYPSUM BOARD 1/2" RESILIENT CHANNEL UPPER WINDOW TO BE FIXED GLASS 2x6 STUD WALL, R-21 BATT INSULATION WOOD TRUSS (DESIGNED BY OTHERS) 1/2" CLEAR SELECT PINE R-30 BATT INSULATION ZIP R-12 TREATED WOOD 1x4, STAINED PRIMED AND PAINTED WOOD TRIM PLYWOOD DECKING -SEE STRUCT. DWGS 3/4" GYPSUM CONCRETE 1/8" ACOUSTICAL UNDERLAYMENT FINISH FLOOR -SEE PLAN PREFINISHED METAL FLASHING PRIMED AND PAINTED WOOD TRIM 7/8" CORRUGATED METAL PANEL 7/16" PLYWOOD SHEATHING 5/8" TYPE X GYPSUM BOARD INTUS SUPERA WINDOW E8C PREFINISHED SILL FLASHING ZIP FLASHING TAPE WRAPPED INSIDE ROUGH OPENING 1 1 1ST FLOOR 394.54' 2ND FLOOR 406.54' PREFINISHED METAL FLASHING ZIP R-12 2x6 STUD WALL, R-21 BATT INSULATION FINISH FLOOR -SEE PLAN 7/16" PLYWOOD SHEATHING STEEL BEAM -SEE STRUCT. DWGS 2" SPRAY-ON FIRE PROOFING, 3HR R-19 BATT INSULATION 7/8"2 1/2"6 5/8" 7/8" CORRUGATED METAL PANEL DRAINAGE & PROTECTION BOARD BENTONITE WATERPROOFING SYS., TYP. ALLEY PAVERS -REFER TO LANDSCAPE DWGS. 2'-0 1/16" ARTIFICIAL TURF WATERPROOFING MEMBRANE 5/8" TYPE X GYPSUM BOARD CONC. SLAB -SEE STRUCT. DRAWINGS 6" METAL STUD ZIP R-12 TREATED WOOD 1x4, STAINED R-19 BATT INSULATION SELF ADHERED MEMBRANE FLASHING 2'-9" 9'-3" 6" SLAB -SEE STRUCT. DWGS POLYISO FOAM, SLOPED TO DRAIN AT 1/4" PER FOOT ANODIZED METAL POST, BLACK 6" 2 1/2" 3/4" 9'-3" TYP. 2 1/2" TYP. 1 1/2" TREATED WOOD 1x3, STAINED 2 3/4" 8" AIRDRAIN MAT 2ND FLOOR 406.54' 1/2" GYPSUM BOARD FINISH FLOOR -SEE PLAN CONCRETE TOPPING -SEE STRUCT. DWGS. 12" PLANK -SEE STRUCT. DRAWINGS 8" REINFORCED CMU WALL 2x3 STUD WALL WITH BATT INSULATION 6" REINFORCED CMU WALLEXISTING STRUCTURE ON ADJACENT LOT CONT. ELASTOMERIC COATING CONT. ELASTOMERIC COATING 1ST FLOOR 394.54' 2ND FLOOR 406.54' 5/8" FIBERGLASS REINFORCED SHEATHING C8 STEEL CHANNEL PREFINISHED METAL FLASHING ZIP R-12 2x6 STUD WALL, R-21 BATT INSULATION 5/8" GWB (TYPE X IN RATED LOCATIONS) 12" PLANK -SEE STRUCT. DRAWINGS FINISH FLOOR -SEE PLAN RIGID POLYISO INSULATION PANEL SUSPENDED CEILING HANGER CEILING GRID PERIMETER SUPPORT ANGLE, ATTACHED TO STRUCTURE 7/16" PLYWOOD SHEATHING STEEL I-BEAM -REFER TO STRUCT. DWGS 2" SPRAY-ON FIRE PROOFING, 3HR R-19 BATT INSULATION MODULAR FACE BRICK WEEPHOLES VARIES8'-8"2'-1" 3 5/8"1" 2 1/2" 6" 3/8" STEEL PLATE 2 1/4" FACE BRICK PRECAST SILL PREFINISHED METAL FLASHING 5/8" FIBERGLASS REINFORCED SHEATHING BRICK TIE W/ GASKETED FASTENERS @ 16" O.C. VERT. TYP BRICK WALL TIE CONCRETE CURB 6" METAL STUD WALL SPRAY-ON INSULATION 2'-7 5/8" 8 3/8" 5'-9 3/8" 5" 2'-5 3/4" VARIES ASPHALT TOPPING MODULAR FACE BRICK 1ST FLOOR 394.54' 2ND FLOOR 406.54' 2x6 STUD WALL, R-21 BATT INSULATION FINISH FLOOR -SEE PLAN 7/16" PLYWOOD SHEATHING 7/8"2 1/2"6 5/8" 7/8" CORRUGATED METAL PANEL 5/8" TYPE X GYPSUM BOARD 6" SLAB -SEE STRUCT. DWGS CONC. FOUNDATION -SEE STRUCT. DWGS EMBED THRESHOLD IN SEALANT HM DOOR, SEE SCHEDULE HM STEEL DOOR FRAME CMU BOND BEAM PRIMED AND PAINTED WOOD TRIM L3x2-1/2 STEEL ANGLE 12" PLANK -SEE STRUCT. DRAWINGS CONCRETE TOPPING -SEE STRUCT. DWGS. ALLEY PAVERS -REFER TO LANDSCAPE DWGS. GRAVEL PREFINISHED METAL FLASHING 7'-2 3/8"7 5/8"2'-11" 2 1/2" 7/8" E8C ZIP R-12 7/8" CORRUGATED METAL PANEL ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1 1/2" = 1'-0" EXTERIOR SECTION DETAILS A503 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1 1/2" = 1'-0" 7 SECTION DETAIL 1 1/2" = 1'-0" 2 DETAIL @ 2ND FLOOR SLAB EDGE, MTL 1 1/2" = 1'-0" 6 DETAIL @ 2ND FLOOR SLAB EDGE, CMU 1 1/2" = 1'-0" 8 SECTION DETAIL 1 1/2" = 1'-0" 5 SECTION DETAIL 1 1/2" = 1'-0" 4 SECTION DETAIL 1 1/2" = 1'-0" 3 SECTION DETAIL 1 1/2" = 1'-0" 1 SECTION DETAIL 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 2ND FLOOR 406.54' CONCRETE TOPPING -SEE STRUCT. DWGS. 1/2" GYPSUM BOARD RIGID INSULATION -SLOPED @ MIN. OF 1/4" PER FOOT TO MIN. 4" THICKNESS @ ROOF DRAINS TPO ROOF MEMBRANE 1/2" FIBERGLASS MAT GYPSUM ROOF COVER BOARD FINISH FLOOR 7/8" CORRUGATED METAL PANEL E8CPRIMED AND PAINTED WOOD TRIM 1 1ST FLOOR 394.54' CONCRETE SLAB -SEE STRUCT. DWGS. FOR INFO GEOCOMPOSITE DRAINAGE BOARD W/ PERMEABLE FILTER FABRIC TO BE PROVIDED AT ALL BELOW GRADE WATERPROOFING MEMBRANE AREAS BENTONITE WATERPROOFING SYS., TYP. GRADE BEAM -SEE STRUCT. DWGS. FOR INFO GRAVEL 4" PERFORATED SUBDRAINAGE PIPE W/ FILTER FABRIC WRAP -SEE UNDERSLAB DRAINAGE SYS. DWGS. 6 MIL. POLYETHYLENE SUB-SLAB VAPOR BARRIER EXTERIOR GRADE -VARIES WATERPROOFING MEMBRANE PREFINISHED METAL FLASHING REINFORCED CONCRETE WALL 1 BENTONITE WATERSTOP @ SLAB, TYP. 2 1/2" GRAPHITE EPS INSULATION, R-15 -MIN. 24" BELOW GRADE 1 1'-3" 7/8" CORRUGATED METAL PANEL ZIP R-12 10" REINFORCED CMU WALL 3/8" EXPANSION BOLT WOODEN STAIR LANDING LOW-PILE CARPET ROOF 446.54' 1/2" RESILIENT CHANNEL CAP FLASHING RIGID INSULATION -SLOPED @ MIN. OF 1/4" PER FOOT TO MIN. 4" THICKNESS @ ROOF DRAINS TPO ROOF MEMBRANE 1/2" FIBERGLASS MAT GYPSUM ROOF COVER BOARD PRIMED AND PAINTED WOOD TRIM PREFINISHED METAL FLASHING 7/8" CORRUGATED METAL PANEL ZIP R-12 2x6 STUD WALL, R-21 BATT INSULATION 1 1/2" RIM BOARD 8" REINFORCED MASONRY WALL 2x8 FRAMING -SEE STRUCT. DWGS 4 1/2" 5/8" TYPE X GYPSUM BOARD CONTINUE TPO MEMBRANE OVER PARAPET BLOCKING, BEHIND WOOD TRIM & OVERLAP FLASHING TAPE PROVIDE FLASHING TAPE OVER TOP OF ZIP-R & BEHIND WOOD TRIM 1 2ND FLOOR 406.54' RIGID INSULATION -SLOPED @ MIN. OF 1/4" PER FOOT TO MIN. 4" THICKNESS @ ROOF DRAINS TPO ROOF MEMBRANE 1/2" FIBERGLASS MAT GYPSUM ROOF COVER BOARD CONT. ELASTOMERIC COATING 12" PLANK -SEE STRUCT. DRAWINGS CONCRETE TOPPING -SEE STRUCT. DWGS. STEEL BEAM -SEE STRUCT. DWGS SUSPENDED CEILING HANGER RIGID POLYISO INSULATION PANEL CEILING GRID PERIMETER SUPPORT ANGLE, ATTACHED TO STRUCTURE 2" SPRAY-ON FIRE PROOFING, 3HR EXPAND-O-FLASH EXPANSION JOINT COVER W/ INTEGRATED COPING R-19 BATT INSULATION 2ND FLOOR 406.54' RIGID INSULATION -SLOPED @ MIN. OF 1/4" PER FOOT TO MIN. 4" THICKNESS @ ROOF DRAINS TPO ROOF MEMBRANE 1/2" FIBERGLASS MAT GYPSUM ROOF COVER BOARD 7/8" CORRUGATED METAL PANEL 10" REINFORCED CMU WALL PRIMED AND PAINTED WOOD TRIM E8C 1 4TH FLOOR 426.54' 2x6 STUD WALL 7/16" SHEATHING ZIP R12 (R12.6) 1/2" GYP. BD. 1/2" RESILIENT CHANNEL 7/8" THICK CORRUGATED METAL PANEL 3/4" PLYWOOD DECK BATT INSULATION (R21) 3/4" GYPSUM CONCRETE 1/8" ACOUSTICAL UNDERLAYMENT FINISH FLOOR 1 1/2" RIM BOARD WOOD TRUSS (DESIGNED BY OTHERS) EXTERIOR MCNICHOLS WIRE MESH STAINLESS STEEL TYPE 304 WELDED, 2"X2" ITEM 38203500, WELD TO STEEL ANGLES 1 1/2"x1 1/2"x3/16" STEEL CHANNEL, PRIME+PAINT, WELD TOGETHER 1/4 TREATED WOOD DECKING COUNTER SINK SCREW CHANNEL TO 2x10 WOOD FRAMING PAINTED 5/4 WOOD END BOARD TREATED WOOD 1x4'S, PAINT BLACK, PROVIDE 1/4" GAP BETWEEN BOARDS 7/8" CORRUGATED METAL PANEL5/8" TYPE X GYPSUM BOARD FIRE RETARDANT LUMBER TO BE USED FOR ALL STRUCTURAL COMPONENTS OF CANTILEVERED BALCONIES, TYP. 1 MIN. R-15 INSULATION AT RIM BOARD 1 ZIP FLASHING TAPE WRAPPED INSIDE ROUGH OPENING 2x6 STUD WALL, R-21 BATT INSULATION 5/8" GWB 3/4" BIRCH VENEER CAULK INTUS SUPERA WINDOW PRIMED AND PAINTED WOOD TRIM E8C PREFINISHED SILL FLASHING 1 2x3 BLOCKING 1ST FLOOR 394.54' SIDEWALK, SLOPE DOWN AWAY FROM BUILDING 1 1/2" PRECAST CONCRETE PANEL SLAB ON GRADE CORK EXPANSION JOINT FILLER SLOTTED CONNECTION 1 1/4" DIA. ROUND DEPRESSION IN CONCRETE, 1/4" DEEP 3/4" BIRCH VENEER 1/2" 9 1/8" 1 1/2" 11 1/8" 3 7/8" 6 1/4" 1" 1'-6 1/2" COORDINATE WITH ID DETAILS (ID701) FOR FINISH AT LOBBY KAWNEER 601UT STOREFRONT PREFINISHED METAL FLASHING PREFINISHED METAL FLASHING ZIP R-12 6" METAL STUD R-19 BATT INSULATION 1/2" GYPSUM BOARD WOOD 2X10 5/8" FIBERGLASS REINFORCED SHEATHING 1 2 1/2" GRAPHITE EPS INSULATION, R-15 -MIN. 24" BELOW GRADE 1ST FLOOR 394.54' 1/2"6"5/8" 2 1/2" 1"3 5/8" 1'-6 1/2"± SLOPE W/ SIDEWALK SIDEWALK, SLOPE DOWN AWAY FROM BUILDING 1 1/2" THICK HONED BLACK GRANITE BRICK TIE, AS REQUIRED FLASHING SLAB ON GRADE CAULK MORTAR PROPERTY LINE MODULAR BRICK ZIP R RIGID INSULATION + SHEATHING 5/8" SHEATHING CORK EXPANSION JOINT FILLER 4" CMU SLOTTED CONNECTION BRICK TIES 1'-2 33/128" 2 1/2" GRAPHITE EPS INSULATION, R-15 -MIN. 24" BELOW GRADE 1" 1ST FLOOR 394.54' CONCRETE SLAB -SEE STRUCTURAL DWGS GRADE BEAM -SEE STRUCTURAL DWGS GRAVEL 4" PERFORATED SUBDRAINAGE PIPE W/ FILTER FABRIC WRAP -SEE UNDERSLAB DRAINAGE SYS. DWGS. 6 MIL. POLYETHYLENE SUBSLAB VAPOR BARRIER EXTERIOR GRADE -VARIES REINFORCED CONCRETE WALL EXISTING STRUCTURE ON ADJACENT LOT 3 5/8" METAL STUD 1/2" GYPSUM BOARD 5/8" FIBERGLASS REINFORCED SHEATHING 2" RIGID INSULATION ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1 1/2" = 1'-0" EXTERIOR SECTION DETAILS A504 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1 1/2" = 1'-0" 1 DETAIL @ 2ND FLOOR GREEN ROOF 1 1/2" = 1'-0" 4 SECTION DETAIL 1 1/2" = 1'-0" 5 SECTION DETAIL 1 1/2" = 1'-0" 6 SECTION DETAIL 1 1/2" = 1'-0" 3 SECTION DETAIL 1 1/2" = 1'-0" 2 SECTION DETAIL 1 1/2" = 1'-0" 9 DETAIL @ BALCONY, WINDOW SILL 1 1/2" = 1'-0" 8 SECTION DETAIL 1 1/2" = 1'-0" 7 SECTION DETAIL 1 1/2" = 1'-0" 10 SECTION DETAIL 1 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 2ND FLOOR 406.54' CONCRETE TOPPING -SEE STRUCT. DWGS. 12" PLANK -SEE STRUCT. DRAWINGS 1/8" ACOUSTICAL UNDERLAYMENT FINISH FLOOR -SEE PLAN RIGID POLYISO INSULATION PANEL SUSPENDED CEILING HANGER 2" SPRAY-ON FIRE PROOFING, 3HR STEEL I-BEAM -SEE STRUCTURAL DRAWINGS R-19 BATT INSULATION 2ND FLOOR 406.54' 4" FLASHING ZIP R12 (R12.6) 1/2" MOISTURE RESISTANT GYP. BD. SUSPENDED CEILING FINISH FLOOR 10" CHANNEL 7 1/2" 3/4" BIRCH VENEER 1'-6 1/4" STEEL ANGLE EMBED R-19 BAT INSULATION SPRAY ON FIREPROOFING 3"X3"X1/4" STEEL ANGLE KICKERS, WELD TO STEEL BEA, AND TO STEEL PLATE 3" DIAMETER TUBES, WELD TO ANGLE AND TO PLATE SANCOR STAINLESS COMPANY EYE SLIP HOOK(LARGE), NOMINAL SIZE= 3/4", ITEM NUMBER S0454-0020, 12,000 LB. CAPACITY 6'-7 15/16" 6" 10" 3/4" DIA. STEEL RODS, WELD TO GUTTER AND TO STEEL PLATE 6" GUTTER MADE OF 3/8" THICK STEEL PLATE, CONTINUOUSLY WELDED 1"X1/4" STEEL SECTIONS @ 1'-0" O.C., WELD TO TOP OF GUTTER WELD HINGE TO T SHAPE AND TO STEEL GUTTER SILICONE SEALANT 3/8" THICK LAMINATED SAFETY GLASS SET IN BED OF SILICONE CONTINUOUSLY WELD 4"x4"x3/8" STEEL T SECTION @ 18" O.C. 14C 18x42.7 WELD TO STEEL T SHAPE 1'-6" 9" DOWNLIGHTS: LED 12V MINI SPOTLIGHT, BLACK FINISH ON ALUM., 2700K COLOR TEMP. ELECTRIC JUNCTION BOX CONDUIT FOR LIGHT FIXTURES, ATTACH TO TOP OF CENTER T SHAPE 3/4" DIA. U SHAPED ROD 3" 1" DIA. STAINLESS STEEL CABLE (5,000 LBS WORKING LOAD) KAWNEER 601UT STOREFRONT 5/8" GWB 1 5/8" METAL FRAMING 1 2 1/2" METAL STUD 6" METAL STUD INTUS SUPERA WINDOW 2x3 BLOCKING PRECAST SILL E31 1/2" JOINT SEALANT W/ BACKER ROD PREFINISHED METAL SILL FLASHINGCAULK 2x6 STUD WALL, R-21 BATT INSULATION 5/8" GWB ZIP FLASHING TAPE WRAPPED INSIDE ROUGH OPENING 1 SEAL PENETRATIONS OF AIR/VAPOR BARRIER W/ LIQUID FLASHING 1 5TH FLOOR 436.54' BRICK VENEER UPPER WINDOW TO BE FIXED GLASS 2x6 STUD WALL 7/16" SHEATHING ZIP R12 (R12.6) 1/2" GYP. BD. 1/2" RESILIENT CHANNEL DOUBLE UP TRUSSES WHERE THE STEEL ANGLES ARE 3/4" PLYWOOD DECK BATT INSULATION (R21) 3/4" GYPSUM CONCRETE 1/8" ACOUSTICAL UNDERLAYMENT FINISH FLOOR 10" CHANNEL 3'-8" 1'-0"1'-6 1/8" 1" DIA. STAINLESS STEEL CABLE (5,000 LBS WORKING LOAD) 4 TON SNATCH BLOCK W/ SWIVEL HOOK, 4.5" SHEAVE(FOR 1/2" WIRE ROPE) 11" 1/2" THICK STEEL PLATE, WELD TO I-BEAM AND TO STEEL ANGLES. PLATE= 19" HIGH x 7" WIDE 4"x4"x3/8" STEEL ANGLES, EXTEND 12' INTO FLOOR THREE 2X8'S 1'-7 1/2" 5/8"1'-4 1/2"3/4" 1/8" 3/4" 3/4" BETWEEN EVERY OTHER JOIST, WELD A 3/8" STEEL PLATE TO THE LEGS OF BOTH ANGLES 8" 5/8" TYPE X GYPSUM BOARD ZIP FLASHING TAPE WRAPPED INSIDE ROUGH OPENING E8CPRIMED AND PAINTED WOOD TRIM PREFINISHED SILL FLASHING 1/2" JOINT SEALANT W/ BACKER ROD 1 3/4" BIRCH VENEER PREFINISHED METAL FLASHING PRESSURE TREATED WOOD PLATE (PAINT TO MATCH WOOD TRIM) 2x3 BLOCKING PRESSURE TREATED WOOD PLATE MIN. R-15 INSULATION AT RIM BOARD 1 INTUS SUPERA WINDOW SEAL PENETRATIONS OF AIR/VAPOR BARRIER W/ LIQUID FLASHING 1 PREFINISHED METAL FLASHING WEEPHOLES PREFINISHED METAL FLASHING 1 5TH FLOOR 436.54' 1/2" RESILIENT CHANNEL 3/4" PLYWOOD DECK 3/4" GYPSUM CONCRETE 1/8" ACOUSTICAL UNDERLAYMENT FINISH FLOOR BOLT 4 1/4"4 1/4" WIDE OPENING IN TRUSS MAY NOT BE EXACTLY IN MID SPAN. THIS OPENING IS TO BE CENTERED ON THE CANTILEVERED BEAM WHICH IS CENTERED ABOVE THE FRONT DOOR AND WINDOWS BELOW. WELD 8"(HORIZONTAL DIMENSION), 3/8" THICK PLATE AT EVERY OTHER TRUSS OPENING TO STEEL ANGLES 4"x4"x3/8" STEEL ANGLES, EXTEND 12' INTO FLOOR 5/8" TYPE X GYPSUM BOARD 4TH FLOOR 426.54' BRICK VENEER INTUS DOUBLE FRENCH DOOR FLASHING 2x6 STUD WALL 7/16" SHEATHING ZIP R12 (R12.6) 1/2" GYP. BD. 1/2" RESILIENT CHANNEL DOUBLE UP TRUSSES WHERE THE STEEL ANGLES ARE 3/4" PLYWOOD DECK 3/4" GYPSUM CONCRETE 1/8" ACOUSTICAL UNDERLAYMENT FINISH FLOOR 10" CHANNEL 1/2" THICK STEEL PLATE, WELD TO I BEAM AND TO STEEL ANGLES. PLATE= 19" HIGH x 7" WIDE 4"x4"x3/8" STEEL ANGLES, EXTEND 12' INTO FLOOR THREE 2X8'S 5/8"1'-4 1/2"3/4" 1/8" 3/4" 3/4" 3" 9" 1" THICK STEEL PLATE TURNBUCKLE BETWEEN EVERY OTHER JOIST, WELD A 3/8" STEEL PLATE TO THE LEGS OF BOTH ANGLES WEATHERSTRIPPING SHIM FACE OF BRICK BEYOND CAST STONE SILL 2" THRESHOLD SWEEP GUARDRAIL TO BE 1 1/2"x1 1/2"x3/16" STEEL FRAME WITH 2" SQUARE STAINLESS STEEL MESH 5/8" TYPE X GYPSUM BOARD MIN. R-15 INSULATION AT RIM BOARD 1 PREFINISHED METAL FLASHING WEEPHOLES SEAL PENETRATIONS OF AIR/VAPOR BARRIER W/ LIQUID FLASHING 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1 1/2" = 1'-0" EXTERIOR SECTION DETAILS A505 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1 1/2" = 1'-0" 2 SECTION DETAIL 1 1/2" = 1'-0" 1 DETAIL @ ENTRANCE CANOPY 1 1/2" = 1'-0" 5 SECTION DETAIL 1 1/2" = 1'-0" 3 A505 -TRUSS CROSS SECTION 1 1/2" = 1'-0" 6 DETAIL @ CANOPY ANCHOR JULIETTE BALC DOOR 12.03.202090% CONSTRUCTION DOCUMENT SET 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 5TH FLOOR 436.54' PRECAST CONCRETE ROOF PAVER ON PEDESTALS, TYP.PRESSURE TREATED WOOD PLATE 5/8" TYPE X GYPSUM BOARD 1/2" RESILIENT CHANNEL DIMENSIONAL LUMBER -SEE STRUCT. DRAWINGS DIMENSIONAL LUMBER -SEE STRUCT. DRAWINGS LVL -SEE STRUCTURAL DRAWINGS 3/4" GYPSUM CONCRETE 1/8" ACOUSTICAL UNDERLAYMENT PLYWOOD DECKING -SEE STRUCT. DWGS PLYWOOD DECKING -SEE STRUCT. DWGS FINISH FLOOR -SEE PLAN TPO ROOF MEMBRANE RIGID INSULATION -SLOPED @ MIN. OF 1/4" PER FOOT TO MIN. 4" THICKNESS @ ROOF DRAINS 1/2" FIBERGLASS MAT GYPSUM ROOF COVER BOARD 2" GEOFOAM ZIP FLASHING TAPE WRAPPED INSIDE ROUGH OPENING 1 INTUS SUPERA DOOR 5TH FLOOR 436.54' TPO ROOF MEMBRANE DRAINAGE & PROTECTION BOARD SELF ADHERED MEMBRANE FLASHING DOWN TO OVERLAP HRA MEMBRANE AND UP WALL 8" MIN. ABOVE GRADE, TYP. DIMENSIONAL LUMBER -SEE STRUCT. DRAWINGS GREEN ROOF -SEE LANDSCAPE DRAWINGS 5/8" TYPE X GYPSUM BOARD OPEN WEB JOISTS -SEE STRUCT. DWGS OPEN WEB JOISTS -SEE STRUCT. DWGS 1/2" GYPSUM BOARD 7/16" PLYWOOD SHEATHING 1/2" RESILIENT CHANNEL 3/4" GYPSUM CONCRETE PLYWOOD DECKING -SEE STRUCT. DWGS 1/8" ACOUSTICAL UNDERLAYMENT FINISH FLOOR -SEE PLAN BATT INSULATION -R21 ZIP R-SHEATHING -R12 1/2" FIBERGLASS MAT GYPSUM ROOF COVER BOARD RIGID INSULATION -SLOPED @ MIN. OF 1/4" PER FOOT TO MIN. 4" THICKNESS @ ROOF DRAINS 2" GEOFOAM 5TH FLOOR 436.54' 2x6 STUD WALL, R-21 BATT INSULATION DIMENSIONAL LUMBER -SEE STRUCTURAL DRAWINGS PLYWOOD DECKING -SEE STRUCT. DWGS RIGID INSULATION -SLOPED @ MIN. OF 1/4" PER FOOT TO MIN. 4" THICKNESS @ ROOF DRAINS 1/2" RESILIENT CHANNEL 5/8" TYPE X GYPSUM BOARD VARIES TPO ROOF MEMBRANE 1/2" FIBERGLASS MAT GYPSUM ROOF COVER BOARD PRECAST CONCRETE ROOF PAVER ON PEDESTALS, TYP. GREEN ROOF -SEE LANDSCAPE DRAWINGS DRAINAGE & PROTECTION BOARD DRAINAGE & PROTECTION BOARD 2" GEOFOAM GEO-EDGE GEO-EDGE 4TH FLOOR 426.54' 1 1/2" RIM BOARD ZIP R-12 5/8" TYPE X GYPSUM BOARD 5/8" GWB (TYPE X IN RATED LOCATIONS) DIMENSIONAL LUMBER -SEE STRUCT. DRAWINGS 2x6 STUD WALL, R-21 BATT INSULATION 7/16" PLYWOOD SHEATHING Z-CLIP PLYWOOD DECKING -SEE STRUCT. DWGS 1/8" ACOUSTICAL UNDERLAYMENT FINISH FLOOR -SEE PLAN 3/4" GYPSUM CONCRETE 7/8" CORRUGATED METAL PANEL 1/2" RESILIENT CHANNEL PRIMED AND PAINTED WOOD TRIM5/8" GWB (TYPE X IN RATED LOCATIONS) 2x6 STUD WALL, R-21 BATT INSULATION 7/8"2 1/2"6 1/2" MIN. R-15 INSULATION AT RIM BOARD 1 2ND FLOOR 406.54' HSS 2x2 ZIP R-12 2x6 STUD WALL, R-21 BATT INSULATION 5/8" GWB (TYPE X IN RATED LOCATIONS) 12" PLANK -SEE STRUCT. DRAWINGS FINISH FLOOR -SEE PLAN RIGID POLYISO INSULATION PANEL SUSPENDED CEILING HANGER 7/16" PLYWOOD SHEATHING 3'-3" STEEL I-BEAM -REFER TO STRUCT. DWGS R-19 BATT INSULATION 2'-0" 7/8"2 1/2"6 5/8" 7/8" CORRUGATED METAL PANEL L6x4 STEEL ANGLE PRIMED AND PAINTED WOOD TRIM WRAP BOTTOM OF ZIP R-12 WITH ZIP FLASHING TAPE -TURN UP BEHIND SUPPORT ANGLE E8C STRUCTURAL KICKER SEE STRUCT. DWGS 1 2ND FLOOR 406.54' ZIP R-12 2x6 STUD WALL, R-21 BATT INSULATION 5/8" GWB (TYPE X IN RATED LOCATIONS) 12" PLANK -SEE STRUCT. DRAWINGS FINISH FLOOR -SEE PLAN RIGID POLYISO INSULATION PANEL SUSPENDED CEILING HANGER CEILING GRID PERIMETER SUPPORT ANGLE, ATTACHED TO STRUCTURE 7/16" PLYWOOD SHEATHING 3'-3" R-19 BATT INSULATION MODULAR FACE BRICK WEEPHOLES 2'-0" 3 5/8"1" 2 1/2" 6" ZIP FLASHING TAPE OVER STRUCTURAL SUPPORT ANGLE C10 STEEL ANGLE STRUCTURAL SUPPORT ANGLE 1 STRUCTURAL KICKER SEE STRUCT. DWGS HSS 2x2 5TH FLOOR 436.54' CAP FLASHING RIGID INSULATION -SLOPED @ MIN. OF 1/4" PER FOOT TO MIN. 4" THICKNESS @ ROOF DRAINS 2x6 STUD WALL, R-21 BATT INSULATION 1 1/2" RIM BOARD 5/8" TYPE X GYPSUM BOARD 1/2" RESILIENT CHANNEL 2x6 STUD WALL, R-21 BATT INSULATION OPEN WEB JOISTS -SEE STRUCT. DWGS ZIP R-12 5/8" GWB (TYPE X IN RATED LOCATIONS) PLYWOOD DECKING -SEE STRUCT. DWGS 1'-7 5/8" SOIL, MIN. 4" ROOF MEMBRANE PROTECTION/DRAINAGE BOARD WOOD 2x10 WOOD BLOCKING 1/4" THICK STEEL PLATE, 7 1/2"x7 1/2" SQR COUNTERSICK SCREW TO TOP OF PARAPET AS SHOWN PROVIDE SILICONE SEALANT AT EDGE OF PLATE AND OVER TOP OF SCREWS 1'-1"3'-6" 1" DIA. STEEL TUBE, WELD TO ADJACENT TUBE, PRIME + PAINT VERTICAL POSTS ABOUT 4'-0" O.C., SEE ELEVATIONS TYP 1" TYP 4"1" A512 5 CONTINUE TPO MEMBRANE OVER PARAPET BLOCKING, BEHIND WOOD TRIM & OVERLAP FLASHING TAPE PROVIDE FLASHING TAPE OVER TOP OF ZIP-R & BEHIND STEEL CHANNEL A512 6 MIN. R-15 INSULATION AT RIM BOARD 4TH FLOOR 426.54' OPEN WEB JOISTS -SEE STRUCT. DWGS 1 1/2" RIM BOARD ZIP R-12 1/2" RESILIENT CHANNEL 5/8" TYPE X GYPSUM BOARD 5/8" GWB (TYPE X IN RATED LOCATIONS) DIMENSIONAL LUMBER -SEE STRUCT. DRAWINGS 2x6 STUD WALL, R-21 BATT INSULATION 7/16" PLYWOOD SHEATHING PLYWOOD DECKING -SEE STRUCT. DWGS 1/8" ACOUSTICAL UNDERLAYMENT FINISH FLOOR -SEE PLAN 3/4" GYPSUM CONCRETE 7/8" CORRUGATED METAL PANEL PREFINISHED METAL FLASHING MIN. R-15 INSULATION AT RIM BOARD 1 4TH FLOOR 426.54' 1/2" RESILIENT CHANNEL 5/8" TYPE X GYPSUM BOARD 5/8" GWB (TYPE X IN RATED LOCATIONS) 3/4" GYPSUM CONCRETE PLYWOOD DECKING -SEE STRUCT. DWGS 1/8" ACOUSTICAL UNDERLAYMENT FINISH FLOOR -SEE PLAN 5/8" GWB (TYPE X IN RATED LOCATIONS) 2x6 STUD WALL, R-21 BATT INSULATION 7/16" PLYWOOD SHEATHING ZIP R-12 7/8" CORRUGATED METAL PANEL 1 1/2" RIM BOARD OPEN WEB TRUSS -SEE STRUCT. DWGS 7/8"2 1/2"6 1/2" MIN. R-15 INSULATION AT RIM BOARD 1 4TH FLOOR 426.54' 1/2" RESILIENT CHANNEL 5/8" TYPE X GYPSUM BOARD PLYWOOD DECKING -SEE STRUCT. DWGS 1/8" ACOUSTICAL UNDERLAYMENT FINISH FLOOR -SEE PLAN 1/2" GYPSUM BOARD 2x6 STUD WALL, R-21 BATT INSULATION 7/16" PLYWOOD SHEATHING ZIP R-12 1 1/2" RIM BOARD OPEN WEB TRUSS -SEE STRUCT. DWGS MODULAR FACE BRICK 3/4" GYPSUM CONCRETE 1 MIN. R-15 INSULATION AT RIM BOARD SELF ADHERED MEMBRANE FLASHING PREFINISHED METAL FLASHING 5TH FLOOR 436.54' 1/2" RESILIENT CHANNEL 5/8" TYPE X GYPSUM BOARD 5/8" GWB (TYPE X IN RATED LOCATIONS) 3/4" GYPSUM CONCRETE PLYWOOD DECKING -SEE STRUCT. DWGS 1/8" ACOUSTICAL UNDERLAYMENT FINISH FLOOR -SEE PLAN 5/8" GWB (TYPE X IN RATED LOCATIONS) 2x6 STUD WALL, R-21 BATT INSULATION 7/16" PLYWOOD SHEATHING ZIP R-12 BRICK TIE W/ GASKETED FASTENERS @ 16" O.C. VERT. TYP PREFINISHED METAL FLASHING C8 STEEL CHANNEL SELF ADHERED MEMBRANE FLASHING MODULAR FACE BRICK 3 5/8"1"2 1/2"5 7/8"5/8" MIN. R-15 INSULATION AT RIM BOARD 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1 1/2" = 1'-0" EXTERIOR SECTION DETAILS A506 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1 1/2" = 1'-0" 8 DETAIL @ 5TH FLR TERRACE -THRESHOLD/RAMP 1 1/2" = 1'-0" 6 DETAIL @ 5TH FLOOR TERRACE 1 1/2" = 1'-0" 9 DETAIL @ 5TH FLOOR ROOF TERRACE 1 1/2" = 1'-0" 5 SECTION DETAIL 1 1/2" = 1'-0" 7 SECTION DETAIL 1 1/2" = 1'-0" 11 SECTION DETAIL 1 1/2" = 1'-0" 10 SECTION DETAIL 1 1/2" = 1'-0" 1 SECTION DETAIL 1 1/2" = 1'-0" 2 SECTION DETAIL 1 1/2" = 1'-0" 3 SECTION DETAIL 1 1/2" = 1'-0" 4 SECTION DETAIL 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 3RD FLOOR 416.54' 3RD FLOOR 416.54' FINISH FLOOR -SEE PLAN 1/2" RESILIENT CHANNEL PLYWOOD DECKING -SEE STRUCT. DWGS 3/4" GYPSUM CONCRETE 1/8" ACOUSTICAL UNDERLAYMENT EXISTING MASONRY WALL BATT INSULATION 5/8" TYPE X GYPSUM BOARD 7/16" PLYWOOD SHEATHING PARGE COAT, AS AIR BARRIER 5/8" GWB 5/8" GWB MIN. R-15 INSULATION AT RIM BOARD 2ND FLOOR 406.54' EXISTING MASONRY WALL CONCRETE TOPPING -SEE STRUCT. DWGS. FINISH FLOOR -SEE PLAN 2x6 STUD WALL, R-21 BATT INSULATION 7/16" PLYWOOD SHEATHING STEEL I-BEAM -SEE STRUCTURAL DRAWINGS 2" RIGID INSULATION 2" SPRAY-ON FIRE PROOFING, 3HR 2 1/2" MTL STUD 5/8" GWB 1/2" GYPSUM BOARD PARGE COAT, AS AIR BARRIER 2" RIGID INSULATION AIR BARRIER 2 1/2" MTL STUD 5/8" GWB 3 5/8" DEFLECTION CHANNEL 5/8" FIBERGLASS REINFORCED SHEATHING 3 5/8" METAL STUD FURRING R-19 BATT INSULATION 3/8" STEEL PLATE 2ND FLOOR 406.54' CONCRETE TOPPING -SEE STRUCT. DWGS. FINISH FLOOR -SEE PLAN R-19 BATT INSULATION EXISTING MASONRY KAWNEER 601UT STOREFRONT 1'-3" 9 5/8" 2x6 STUD WALL, R-21 BATT INSULATION 5/8" GWB 7/16" PLYWOOD SHEATHING 2 1/2" MTL STUD STEEL BEAM -SEE STRUCT. DWGS 5/8" GWB STAINLESS STEEL AWNING 1'-1 5/16"(V.I.F.)2" 7/16" 5 1/2"5/8" HEADER -SEE STRUCT. DWGS. PREFINISHED METAL FLASHING HSS TUBE FRAMING ATTACH TO MASONRY AT STOREFRONT JAMBS STEEL ANGLES WELDED TO STRUCTURAL STEEL 2" RIGID INSULATION TAPE @ INTERIOR SEAMS 1 1ST FLOOR 394.54' 1/2" GYPSUM BOARD PARGE COAT, AS AIR BARRIER2" RIGID INSULATION 3 5/8" METAL STUD FURRING FINISH FLOOR -SEE PLAN 6" SLAB -SEE STRUCT. DWGS GRADE BEAM -SEE STRUCT. DWGS 5/8" FIBERGLASS REINFORCED SHEATHING EXISTING MASONRY WALL EXISTING STONE FOUNDATION EXTERIOR GRADE -VARIES 2'-2 7/8" 3/4" BIRCH VENEER PRECAST SILL KAWNEER 601UT STOREFRONT R-15 BATT INSULATION 1 1/2" RIGID INSULATION 1/2" PLYWOOD 1 5/8" STUD 2 1/2" GRAPHITE EPS INSULATION, R-15 PARGE COAT, AS AIR BARRIER 2ND FLOOR 406.54' CONCRETE TOPPING -SEE STRUCT. DWGS. FINISH FLOOR -SEE PLAN STEEL I-BEAM -SEE STRUCTURAL DRAWINGS 2" RIGID INSULATION 2" SPRAY-ON FIRE PROOFING, 3HR 2 1/2" MTL STUD 5/8" GWB 2 1/2" MTL STUD 5/8" GWB ANDERSEN DOUBLE FRENCH DOOR GUARDRAIL TO BE 1 1/2"x1 1/2"x3/16" STEEL FRAME WITH 2" SQUARE STAINLESS STEEL MESH C8 STEEL CHANNEL EXISTING MASONRY KAWNEER 601UT STOREFRONT 1'-3" 9 1/8" 1'-0 9/16" PRECAST SILL MIN. R-19 BATT INSULATION HEADER -SEE STRUCT. DWGS. STEEL ANGLES WELDED TO STRUCTURAL STEEL PARGE COAT, AS AIR BARRIER PAINTED WOOD FILLER PIECE AT ARCH EXISTING BRICK WALL, THICKNESS VARIES 1 1/2" RIM BOARD CORNER BEAD 5/8" TYPE X GYPSUM BOARD RESILIENT CHANNEL WOOD TRUSS (DESIGNED BY OTHER) MIN. R-15 INSULATION AT RIM BOARD 2" RIGID INSULATION PREFINISHED METAL FLASHING FLASHING TAPE 1 1 3RD FLOOR 416.54' FINISH FLOOR -SEE PLAN 1/2" RESILIENT CHANNEL PLYWOOD DECKING -SEE STRUCT. DWGS 3/4" GYPSUM CONCRETE 1/8" ACOUSTICAL UNDERLAYMENT EXISTING MASONRY WALL 5/8" TYPE X GYPSUM BOARD PARGE COAT, AS AIR BARRIER 5/8" GWB PRECAST SILL PRECAST LINTEL 3/4" BIRCH VENEER ANDERSEN DOUBLE FRENCH DOOR GUARDRAIL TO BE 1 1/2"x1 1/2"x3/16" STEEL FRAME WITH 2" SQUARE STAINLESS STEEL MESH ANDERSEN DOUBLE FRENCH DOOR PREFINISHED METAL FLASHING 9/16" 2 11/16" 1'-2 3/16" MIN. R-15 INSULATION AT RIM BOARD TREATED WOOD BLOCKING ANDERSON E SERIES WOOD SINGLE HUNG 3/4" BIRCH VENEER 5/8" GWB ALL THESE (SINGLE HUNG) WINDOWS AT THE EXISTING FACADE TO BE CUSTOM SIZED TO FIT THE EXISTING OPENINGS. CONTRACTOR TO FIELD MEASURE ALL LOCATIONS. NOTE: PAINTED WOOD FILLER PIECE AT ARCH EXISTING BRICK WALL, THICKNESS VARIES 1 1/2" RIM BOARD CORNER BEAD 5/8" TYPE X GYPSUM BOARD RESILIENT CHANNEL WOOD TRUSS (DESIGNED BY OTHER) CAULK METAL FLASHING FLASHING TAPE MIN. R-15 INSULATION AT RIM BOARD 2" RIGID INSULATION 2" RIGID INSULATION PREFINISHED METAL FLASHING FLASHING TAPE 2x6 STUD WALL, R-21 BATT INSULATION PRECAST SILL E31 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1 1/2" = 1'-0" EXTERIOR SECTION DETAILS A507 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1 1/2" = 1'-0" 3 SECTION DETAIL 1 1/2" = 1'-0" 2 SECTION DETAIL 1 1/2" = 1'-0" 4 SECTION DETAIL 1 1/2" = 1'-0" 1 SECTION DETAIL 1 1/2" = 1'-0" 6 SECTION DETAIL 1 1/2" = 1'-0" 7 SECTION DETAIL 1 1/2" = 1'-0" 5 SECTION DETAIL 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 4TH FLOOR 426.54' 1/8" ACOUSTICAL UNDERLAYMENT FINISH FLOOR -SEE PLAN 3/4" GYPSUM CONCRETE EXISTING MASONRY WALL 5/8" TYPE X GYPSUM BOARD 5/8" GWB (TYPE X IN RATED LOCATIONS) 2x8 FRAMING, SEE STRUCT. DWGS GREEN ROOF -SEE LANDSCAPE DRAWINGS PAVERS ADJUSTABLE PAVER PEDESTAL ROOF DRAIN -SEE PLUMB. DRAWINGS 1/2" FIBERGLASS MAT GYPSUM ROOF COVER BOARD TPO ROOF MEMBRANE RIGID INSULATION -SLOPED @ MIN. OF 1/4" PER FOOT TO MIN. 4" THICKNESS @ ROOF DRAINS 2" GEOFOAM DRAINAGE & PROTECTION BOARD GEO-EDGE RAILING PLYWOOD DECKING -SEE STRUCT. DWGS 7/8" CORRUGATED METAL PANEL CONTINUE TPO MEMBRANE UP PARAPET WALL AND OVER TOP PRESSURE TREATED WOOD PLATE 3" CLOSED CELL SPRAY FOAM INSULATION 1 CONTINUE TPO MEMBRANE UP CURB AND INTO ROUGH OPENING -COVER WITH SILL PLATE 1 1 4TH FLOOR 426.54' 5/8" TYPE X GYPSUM BOARD 7/16" PLYWOOD SHEATHING EXISTING MASONRY WALL FINISH FLOOR -SEE PLAN DRAINAGE & PROTECTION BOARD GREEN ROOF -SEE LANDSCAPE DRAWINGS 1/2" RESILIENT CHANNEL PLYWOOD DECKING -SEE STRUCT. DWGS 2x6 STUD WALL, R-21 BATT INSULATION 1/2" GYPSUM BOARD PLYWOOD DECKING -SEE STRUCT. DWGS 3/4" GYPSUM CONCRETE 1/8" ACOUSTICAL UNDERLAYMENT 5/8" GWB CONTINUE TPO MEMBRANE UP PARAPET WALL AND OVER TOP 3" CLOSED CELL SPRAY FOAM INSULATION 1 CONTINUE TPO MEMBRANE UP WALL, UNDER FLASHING 1 7/8" CORRUGATED METAL PANEL 1 PREFINISHED METAL FLASHING OVERLAP METAL FLASHING W/ FLASHING TAPE 1 5TH FLOOR 436.54' EXTERIORINTERIOR WOOD TRUSS (DESIGNED BY OTHERS) MCNICHOLS WIRE MESH STAINLESS STEEL TYPE 304 WELDED, 2"X2" ITEM 38203500, WELD TO STEEL ANGLES 1 1/2"x1 1/2"x1/4" STEEL CHANNEL, PRIME+PAINT, WELD TOGETHER 1/4 TREATED WOOD DECKING COUNTER SINK SCREW CHANNEL TO 2x10 WOOD FRAMING PAINTED 5/4 WOOD END BOARD TREATED WOOD 1x4'S, PAINT BLACK, PROVIDE 1/4" GAP BETWEEN BOARDS TEMPERED INSULATING GLASS WOOD BALCONY DOOR WRAP FLASHING TAPE OVER BLOCKING -COVER WITH PREFINISHED METAL FLASHING & SILL PLATE ALUMINUM THRESHOLD WOOD BLOCKING 3/4" PLYWOOD DECK 3/4" GYPSUM CONCRETE FINISH FLOOR 7/8" CORRUGATED METAL PANEL PREFINISHED METAL FLASHING ZIP R-12 7/16" PLYWOOD SHEATHING 5/8" TYPE X GYPSUM BOARD 5/8" GWB (TYPE X IN RATED LOCATIONS) 1/2" RESILIENT CHANNEL 2x6 STUD WALL, R-21 BATT INSULATION 1 1/2" RIM BOARD 1/8" ACOUSTICAL UNDERLAYMENT FIRE RETARDANT LUMBER TO BE USED FOR ALL STRUCTURAL COMPONENTS OF CANTILEVERED BALCONIES, TYP. 1 1 MIN. R-15 INSULATION AT RIM BOARD 1 4TH FLOOR 426.54' EXTERIORINTERIOR WOOD TRUSS (DESIGNED BY OTHERS) MCNICHOLS WIRE MESH STAINLESS STEEL TYPE 304 WELDED, 2"X2" ITEM 38203500, WELD TO STEEL ANGLES 1 1/2"x1 1/2"x1/4" STEEL CHANNEL, PRIME+PAINT, WELD TOGETHER 1/4 TREATED WOOD DECKING COUNTER SINK SCREW CHANNEL TO 2x10 WOOD FRAMING PAINTED 5/4 WOOD END BOARD TREATED WOOD 1x4's, PAINT BLACK, PROVIDE 1/4" GAP BETWEEN BOARDS ALL ACROSS THE BOTTOM OF THE BALCONY TEMPERED INSULATING GLASS WOOD BALCONY DOOR FLASHING ALUMINUM THRESHOLD WOOD BLOCKING 3 7/8" 3'-6" 3/4" PLYWOOD DECK 3/4" GYPSUM CONCRETE FINISH FLOOR PREFINISHED METAL FLASHING MODULAR FACE BRICK ZIP R-12 7/16" PLYWOOD SHEATHING 5/8" TYPE X GYPSUM BOARD 5/8" GWB (TYPE X IN RATED LOCATIONS) 1/2" RESILIENT CHANNEL 2x6 STUD WALL, R-21 BATT INSULATION 1 1/2" RIM BOARD 1/8" ACOUSTICAL UNDERLAYMENT FIRE RETARDANT LUMBER TO BE USED FOR ALL STRUCTURAL COMPONENTS OF CANTILEVERED BALCONIES, TYP. WRAP FLASHING TAPE OVER BLOCKING -COVER WITH PREFINISHED METAL FLASHING & SILL PLATE MIN. R-15 INSULATION AT RIM BOARD 1 1 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1 1/2" = 1'-0" EXTERIOR SECTION DETAILS A508 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1 1/2" = 1'-0" 1 DETAIL @ 4TH FLOOR TERRACE 2 1 1/2" = 1'-0" 2 DETAIL @ 4TH FLOOR TERRACE 1 1/2" = 1'-0" 4 DETAIL @ BALCONY, DOOR SILL -MTL 1 1/2" = 1'-0" 3 DETAIL @ BALCONY, DOOR SILL -BRICK 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 3RD FLOOR 416.54' EXTERIORINTERIOR INTUS HOPPER WINDOW UPPER WINDOW TO BE FIXED GLASS 3/4" BIRCH VENEER 1'-0 1/8" 5'-10" 1'-6 1/4" 1/2" RESILIENT CHANNEL 5/8" TYPE X GYPSUM BOARD ZIP R-12 1 1/2" RIM BOARD OPEN WEB TRUSS -SEE STRUCT. DWGS 1/2" RESILIENT CHANNEL 5/8" TYPE X GYPSUM BOARD PLYWOOD DECKING -SEE STRUCT. DWGS 1/8" ACOUSTICAL UNDERLAYMENT FINISH FLOOR -SEE PLAN 1/2" GYPSUM BOARD 2x6 STUD WALL, R-21 BATT INSULATION 7/16" PLYWOOD SHEATHING ZIP R-12 1 1/2" RIM BOARD OPEN WEB TRUSS -SEE STRUCT. DWGS MODULAR FACE BRICK A512 2 A512 1 3/4" GYPSUM CONCRETE 1 MIN. R-15 INSULATION AT RIM BOARD MIN. R-15 INSULATION AT RIM BOARD 1 1 1 1 METAL DRIP EDGE 10" CHANNEL 5/8" GWB (TYPE X IN RATED LOCATIONS) SELF ADHERED MEMBRANE FLASHING PREFINISHED METAL FLASHING CORNER BEAD ZIP FLASHING TAPE WRAPPED INSIDE ROUGH OPENING 5/8" GWB (TYPE X IN RATED LOCATIONS) SELF ADHERED MEMBRANE FLASHING PREFINISHED METAL FLASHING ZIP FLASHING TAPE WRAPPED INSIDE ROUGH OPENING PREFINISHED SILL FLASHING 1 1/2" JOINT SEALANT W/ BACKER ROD E31 3RD FLOOR 416.54' EXTERIORINTERIOR 4 3/4"4 3/4"4 3/4" ALUMINUM EXTRUSION 3/8" R 6 1/2" 2 1/2" DIA ALUMINUM TUBES 3/4" BIRCH VENEER OPEN WEB JOISTS -SEE STRUCT. DWGS 1 1/2" RIM BOARD ZIP R-12 1/2" RESILIENT CHANNEL 5/8" TYPE X GYPSUM BOARD 5/8" GWB (TYPE X IN RATED LOCATIONS) INTUS SUPERA WINDOW 7/8" CORRUGATED METAL PANEL PRIMED AND PAINTED WOOD TRIM OPEN WEB JOISTS -SEE STRUCT. DWGS 1 1/2" RIM BOARD ZIP R-12 1/2" RESILIENT CHANNEL 5/8" TYPE X GYPSUM BOARD 2x6 STUD WALL, R-21 BATT INSULATION 7/16" PLYWOOD SHEATHING PLYWOOD DECKING -SEE STRUCT. DWGS 1/8" ACOUSTICAL UNDERLAYMENT FINISH FLOOR -SEE PLAN 3/4" GYPSUM CONCRETE 7/8" CORRUGATED METAL PANEL 5/8" GWB (TYPE X IN RATED LOCATIONS) PREFINISHED METAL FLASHING MIN. R-15 INSULATION AT RIM BOARD MIN. R-15 INSULATION AT RIM BOARD 1 E8C ZIP FLASHING TAPE WRAPPED INSIDE ROUGH OPENING PREFINISHED SILL FLASHING 1/2" JOINT SEALANT W/ BACKER ROD CAULK 1 CORNER BEAD 1 1 ZIP FLASHING TAPE WRAPPED INSIDE ROUGH OPENING 1'-0 1/8" 5'-10" 1'-6 1/4" 1 ZIP FLASHING TAPE WRAPPED INSIDE ROUGH OPENING 3RD FLOOR 416.54' 3/4" BIRCH VENEER 1 1/2" RIM BOARD ZIP R-12 1/2" RESILIENT CHANNEL 5/8" TYPE X GYPSUM BOARD 5/8" GWB (TYPE X IN RATED LOCATIONS) DIMENSIONAL LUMBER -SEE STRUCT. DRAWINGS INTUS SUPERA WINDOW 7/8" CORRUGATED METAL PANEL PRIMED AND PAINTED WOOD TRIM OPEN WEB JOISTS -SEE STRUCT. DWGS 1 1/2" RIM BOARD ZIP R-12 1/2" RESILIENT CHANNEL 5/8" TYPE X GYPSUM BOARD 5/8" GWB (TYPE X IN RATED LOCATIONS) DIMENSIONAL LUMBER -SEE STRUCT. DRAWINGS 2x6 STUD WALL, R-21 BATT INSULATION 7/16" PLYWOOD SHEATHING PLYWOOD DECKING -SEE STRUCT. DWGS 1/8" ACOUSTICAL UNDERLAYMENT FINISH FLOOR -SEE PLAN 3/4" GYPSUM CONCRETE 7/8" CORRUGATED METAL PANEL 5/8" GWB (TYPE X IN RATED LOCATIONS) 1'-0 1/8" 5'-10" 1'-6 1/4" A512 4 A512 3 PREFINISHED METAL FLASHING MIN. R-15 INSULATION AT RIM BOARD MIN. R-15 INSULATION AT RIM BOARD 1 E8C ZIP FLASHING TAPE WRAPPED INSIDE ROUGH OPENING PREFINISHED SILL FLASHING 1 1/2" JOINT SEALANT W/ BACKER ROD CAULK 1 CORNER BEAD 1 ZIP FLASHING TAPE WRAPPED INSIDE ROUGH OPENING 1 1 4TH FLOOR 426.54' 2-1/4" "SOAP" FACE BRICK BRICK VENEER 10 11/16" 26 BRICKS + 26 JOINTS 5'-9 3/8" 5 5/16" 13 BRICKS + 13 JOINTS 2'-10 11/16" 10" CHANNEL PRECAST SILL 1 1/2" RIM BOARD ZIP R-12 7/16" PLYWOOD SHEATHING 2x6 STUD WALL, R-21 BATT INSULATION PLYWOOD DECKING -SEE STRUCT. DWGS 3/4" GYPSUM CONCRETE 1/8" ACOUSTICAL UNDERLAYMENT FINISH FLOOR -SEE PLAN 5/8" GWB 5/8" GWB (TYPE X IN RATED LOCATIONS) 1/2" RESILIENT CHANNEL 2x6 STUD WALL, R-21 BATT INSULATION 5/8" GWB (TYPE X IN RATED LOCATIONS) 5/8" TYPE X GYPSUM BOARD PREFINISHED METAL FLASHING MIN. R-15 INSULATION AT RIM BOARD 1 E32 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1 1/2" = 1'-0" EXTERIOR SECTION DETAILS A509 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1 1/2" = 1'-0" 3 SECTION DETAIL 1 1/2" = 1'-0" 1 SECTION DETAIL 1 1/2" = 1'-0" 2 SECTION DETAIL 1 1/2" = 1'-0" 4 DETAIL @ BRICK INSET 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET SCHED. BRICK VENEER BRICK TIE W/ GASKETED FASTENERS @ 16" O.C. VERT, TYP MTL ENCLOSURE PIECE 3" GYP BD 2X6 WOOD STUDS BATT INSULATION SHEATHING CAULK 7/8" CORRUGATED METAL SIDING 2x4 WOOD TRIM ZIP R-12 INTERIOR EXTERIOR 7/8" CORRUGATED METAL SIDING 5/8" GWB (CENTER ON MULLION) 2x4 STUD WALL R-19 BATT INSULATION 3/4" BIRCH VENEER CAULK 2x6 STUD ZIP R-12 7/16" PLYWOOD SHEATHING 2x6 STUD WALL, R-21 BATT INSULATION JOINT SEALANT W/ BACKER ROD ZIP FLASHING TAPE WRAPPED INSIDE ROUGH OPENING 5/8" GWB FIXED PANEL W/ SPANDREL GLASS @ SHADOW BOX 1 SCHED. BRICK VENEER BRICK TIE W/ GASKETED FASTENERS @ 16" O.C. VERT, TYP INTERIOR EXTERIOR A510 4 5/8" GWB2x6 STUD WALL, R-21 BATT INSULATION 7/16" PLYWOOD SHEATHING ZIP R-12 3/4" BIRCH VENEER INTUS SUPERA WINDOW EXTERIOR MUNTIN FIXED PANEL W/ SPANDREL GLASS @ SHADOW BOX ZIP FLASHING TAPE WRAPPED INSIDE ROUGH OPENING JOINT SEALANT W/ BACKER ROD CAULK 1 (CENTER ON MULLION) 2x6 STUD 2x4 STUD WALL R-19 BATT INSULATION 5/8" GWB WOOD STUD 6" (2.0 OR 2.3 PCF) MINERAL FIBER INSULATION IN CAVITY 1 LAYER 5/8" TYPE X GYPSUM BOARD 1 LAYER 1/2" ACOUSTICALLY ENHANCED GYPSUM BOARD (SOUNDBREAK XP OR SIM.) 7/16" PLYWOOD METAL C-H STUD (2) LAYERS 1/2" TYPE X GYPSUM BOARD 1" GYPSUM BOARD SHAFT LINER UL APPROVED BATT INSULATION AT WALL TYPE 23B 3" EXHAUST PIPE, WRAPPED IN 2" INSULATION & 1 LAYER OF TIN CORRIDOR CORRIDOR 1/8" 5/8" INTERIOR 1/2" 1'-6 3/4" 1'-3 3/4" 5/8" TYPE X GYPSUM BOARD W12x65 -REFER TO STRUCT. DWGS 1 5/8" STEEL STUDS 2" SPRAY-ON FIRE PROOFING, 3HR W12x65 -REFER TO STRUCT. DWGS 2" 1'-0"2" 2"1'-0 1/8"2" CONCRETE ENCASED WIDE FLANGE COLUMN 1'-4" 1'-4 1/8" EMBEDDED STEEL CORNER GUARDS 36" TALL, 6" A.F.F. LOCATE ON DRIVE-AISLE SIDE OF COLUMN 4" 1/4" CONCRETE REINFORCEMENT AS NECESSARY CAULK 7/8" CORRUGATED METAL SIDING INTERIOR 1 1/2"x1 1/2"x1/4" STEEL ANGLE FRAME FOR GUARDRAIL 1 1/2"x1 1/2"x1/4" STEEL ANGLES, WELD TOGETHER, SEE ELEVATIONS FOR LOCATION OF INTERMEDIATE VERTICALS. THE TYPICAL BALCONY HAS TWO CREATING 3 PANELS, SPACE EQUALLY. FACE OF WOOD BALCONY BELOW MCNICHOLS WIRE MESH STAINLESS STEEL TYPE 304 WELDED, 2"X2" ITEM 38203500, WELD TO STEEL ANGLES STEEL MESH HAS 2" SQUARE OPENINGS, CUT MESH SO THAT THE WIDTHS OF THE PARTIAL OPENINGS NEXT TO THE FRAME ARE EQUAL. THIS APPLIES VERTICALLY ALSO. EQEQ 3/4" BIRCH VENEER DIMENSIONAL LUMBER -SEE STRUCT. DRAWINGS 5/8" GWB 2x6 STUD WALL, R-21 BATT INSULATION ZIP R-12 7/16" PLYWOOD SHEATHING ZIP FLASHING TAPE WRAPPED INSIDE ROUGH OPENING INTUS SUPERA WINDOW CAULK 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION As indicated PLAN DETAILS A510 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 3" = 1'-0" 1 PLAN DETAIL @ BRICK & METAL SIDING JOINT 3" = 1'-0" 2 PLAN DET. @ BLANKED OFF WINDOW (@ MTL FACADE) 3" = 1'-0" 3 PLAN DET. @ BLANKED OFF WINDOW (@ BRICK FACADE) 1 1/2" = 1'-0" 5 GENERATOR EXHAUST SHAFT PLAN DETAIL 12" = 1'-0" 4 MUNTIN PLAN DETAIL 1 1/2" = 1'-0" 6 3HR RATED COLUMN -UL DESIGN BXUV.X510 1 1/2" = 1'-0" 7 3HR RATED COLUMN -UL DESIGN BXUV.X790 1 1/2" = 1'-0" 8 3HR RATED COLUMN -PARKING AREA 3" = 1'-0" 9 TYPICAL BALCONY RAILING PLAN DETAIL 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 A511 2 A511 4 A511 Sim 5 A511 Sim 1"3 1/4"1 7/8"7 3/8"1/2"3 1/2"11 3/4"3 1/2"1/2"1" 1/2" GYPSUM BOARD R-19 BATT INSULATION 1/2" BOLTS WELD TO BACK OF STEEL CHANNEL 1/2" BOLTS, WELD TO BACK OF STEEL CHANNEL 1/2" STEEL PLATE CONTINUOUSLY WELD EDGE OF STEEL BASEPLATE PRECAST CONCRETE BASE BELOW 1/4" STEEL PLATE KAWNEER ANODIZED STOREFRONT WINDOW PRECAST CONCRETE BASE BELOW PROPERTY LINE 1"2 9/16"1" 8" METAL STUD KAWNEER ANODIZED STOREFRONT WINDOW 6" METAL STUD 1/2" GYPSUM BOARD 6" METAL STUD 1" 2 9/16" 1" 3 5/8" STRUCTURAL STUD 4 1 / 4 " 9 5 / 1 6 " 1 / 2 " 3 1 / 2 " 1 1 3 / 4 " 3 1 / 2 " 1 / 2 " 1 / 2 " 6" METAL STUD 1 3 5/8" STRUCTURAL STUD R-13 BATT INSULATION 1ST FLOOR 394.54' SIDEWALK, SLOPE DOWN AWAY FROM BUILDING FLASHING SLAB ON GRADE CORK EXPANSION JOINT FILLER GRADE BEAM (SEE STRUCTUAL DWGS) 6" REINFORCED CMU 1/4" THICK STEEL PLATE 6" 5/8" 2 1/2" 3/8" 1/2" 3 1/4" 5/8" PROPERTY LINE DECORATIVE BOLT 1/2" THICK STEEL PLATE 1 1/4" DIA. ROUND DEPRESSION IN CONCRETE, 1/4" DEEP PRECAST CONCRETE PANEL TO DUPLICATE THE LOOK OF CAST-IN-PLACE CONCRETE 2 BOLTS EVERY 2' OF HEIGHT, WELD TO BACK OF STEEL CHANNEL 6" METAL STUD WALL WITH R-19 BATT INSULATION 5/8" FIBERGLASS REINFORCED SHEATHING ZIP R-12 5/8" FIBERGLASS REINFORCED SHEATHING R-13 BATT INSULATION 3/8" EPOXY MORTAR 1'-7" 2" 3/4" 1/2" 9/16" 7/16" 6" 5/8" 1/16" 5 5/8" 3/8" 1 1/2" 2ND FLOOR 406.54' ZIP R-12 2x6 STUD WALL, R-21 BATT INSULATION 5/8" GWB (TYPE X IN RATED LOCATIONS) FINISH FLOOR -SEE PLAN 1/4" THICK STEEL PLATE 1/2" THICK STEEL PLATE 2" x 4" PRESSURE TREATED PINE TRIM, PRIMED + PAINTED PREFINISHED METAL FLASHING STEEL BEAM WITH 3 HOUR FIREPROOFING -SEE STRUCTURAL DWGS 6" METAL STUD WALL WITH R-19 BATT INSULATION PROPERTY LINE CORRUGATED METAL PANEL 5/8" FIBERGLASS REINFORCED SHEATHING EDGE OF CONCRETE SLAB 5/8" 5 1/2" 7/16" 2 1/2" 7/8" 3 1/2" 1/4" 6" 5/8" 2 1/2" 5/16" 1/2" 3 1/4" 6 1/2" 7/16" PLYWOOD SHEATHING 2'-0 3/8" 2" 4" 8" R-19 BATT INSULATION SHIM 1/2" BOLTS, WELD TO BACK OF STEEL CHANNEL 1/2" STEEL PLATE CONTINUOUSLY WELD 1/2" STEEL PLATE PROPERTY LINE 3/8" 6 1/2" 1/2" 1'-6 3/4" 1/2" 6 1/2" 3/8" EXT. SILICONE SEALANT CLIP 3 1/2"11 3/4"3 1/2" 1 3 5/8" STRUCTURAL STUD 6" METAL STUD KAWNEER ANODIZED STOREFRONT WINDOW 9 3/4" 1/2" 5/16" 2" 1 1/4" 1" 1/2" GYPSUM BOARD R-19 BATT INSULATION SHIM 1/2" BOLTS, WELD TO BACK OF STEEL CHANNEL 1/2" STEEL PLATE CONTINUOUSLY WELD1/4" STEEL PLATE EXT. SILICONE SEALANT ZIP R-12 PRECAST CONCRETE BASE BELOW 6" METAL STUD 6" METAL STUD 5/8" FIBERGLASS REINFORCED SHEATHING PROPERTY LINE 3 5/8" STRUCTURAL STUD R-13 BATT INSULATION 1 1" 1" 1 " 1 / 2 " 3 1 / 2 " 1 1 3 / 4 " 3 1 / 2 " 1 / 2 " 1 " ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION As indicated STEEL COLUMN DETAILS A511 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1" = 1'-0" 6 GROUND FLOOR PILASTER 3" = 1'-0" 3 1ST FLOOR STEEL COLUMN PLAN AT CORNER 3" = 1'-0" 4 STATE STREET BASE @ STEEL COLUMN 3" = 1'-0" 5 SECTION DETAIL AT TOP OF STEEL COLUMNS (BB) 3" = 1'-0" 2 PLAN DETAIL AT STEEL COLUMN CAPITAL 3" = 1'-0" 1 1ST FLOOR STEEL COLUMN PLAN 103.11.2021100% CONSTRUCTION DOCUMENT SET UPPER WINDOW TO BE FIXED GLASS 1/2" RESILIENT CHANNEL 5/8" TYPE X GYPSUM BOARD ZIP R-12 1 1/2" RIM BOARD OPEN WEB TRUSS -SEE STRUCT. DWGS MIN. R-15 INSULATION AT RIM BOARD METAL DRIP EDGE 10" CHANNEL 5/8" GWB (TYPE X IN RATED LOCATIONS) SELF ADHERED MEMBRANE FLASHING PREFINISHED METAL FLASHING CORNER BEAD ZIP FLASHING TAPE WRAPPED INSIDE ROUGH OPENING 3/4" BIRCH VENEER 2 1/4" PLYWOOD DECKING -SEE STRUCT. DWGS 1/8" ACOUSTICAL UNDERLAYMENT FINISH FLOOR -SEE PLAN 1/2" GYPSUM BOARD 2x6 STUD WALL, R-21 BATT INSULATION 7/16" PLYWOOD SHEATHING ZIP R-12 OPEN WEB TRUSS -SEE STRUCT. DWGS MODULAR FACE BRICK 1/2" 5 1/2" 1/2" 2 1/2" 3/4" GYPSUM CONCRETE MIN. R-15 INSULATION AT RIM BOARD 3/4" BIRCH VENEER ZIP FLASHING TAPE WRAPPED INSIDE ROUGH OPENING PREFINISHED SILL FLASHING 1/2" JOINT SEALANT W/ BACKER ROD E31 3/4" BIRCH VENEER PRIMED AND PAINTED WOOD TRIM 2x6 STUD WALL, R-21 BATT INSULATION 7/16" PLYWOOD SHEATHING PLYWOOD DECKING -SEE STRUCT. DWGS 1/8" ACOUSTICAL UNDERLAYMENT FINISH FLOOR -SEE PLAN 3/4" GYPSUM CONCRETE 5/8" GWB (TYPE X IN RATED LOCATIONS) BACKER ROD AND SEALANT 5/8" 5 1/2" 3/8" 2 1/2" 7/8" E8C OPEN WEB JOISTS -SEE STRUCT. DWGS 1 1/2" RIM BOARD ZIP R-12 1/2" RESILIENT CHANNEL 5/8" TYPE X GYPSUM BOARD 5/8" GWB (TYPE X IN RATED LOCATIONS) 7/8" CORRUGATED METAL PANEL PREFINISHED METAL FLASHING INTUS SUPERA WINDOW MIN. R-15 INSULATION AT RIM BOARD CORNER BEAD ZIP FLASHING TAPE WRAPPED INSIDE ROUGH OPENING ZIP FLASHING TAPE WRAPPED INSIDE ROUGH OPENING 1'-7 5/8" SOIL, MIN. 4" CAP FLASHING WOOD 2x10 WOOD BLOCKING 1/4" THICK STEEL PLATE, 7 1/2"x7 1/2" SQR COUNTERSICK SCREW TO TOP OF PARAPET AS SHOWN PROVIDE SILICONE SEALANT AT EDGE OF PLATE AND OVER TOP OF SCREWS PROVIDE FLASHING TAPE OVER TOP OF ZIP-R & BEHIND STEEL CHANNEL 1'-1" BRICK TIE W/ GASKETED FASTENERS @ 16" O.C. VERT. TYP PLYWOOD DECKING -SEE STRUCT. DWGS RIGID INSULATION -SLOPED @ MIN. OF 1/4" PER FOOT TO MIN. 4" THICKNESS @ ROOF DRAINS 2x6 STUD WALL, R-21 BATT INSULATION PRESSURE TREATED WOOD PLATE TPO ROOF MEMBRANE DRAINAGE & PROTECTION BOARD 1 1'-7 5/8" SOIL, MIN. 4" CAP FLASHING TPO ROOF MEMBRANE PROTECTION/DRAINAGE BOARD WOOD 2x10 WOOD BLOCKING 1/4" THICK STEEL PLATE, 7 1/2"x7 1/2" SQR COUNTERSICK SCREW TO TOP OF PARAPET AS SHOWN PROVIDE SILICONE SEALANT AT EDGE OF PLATE AND OVER TOP OF SCREWS PROVIDE FLASHING TAPE OVER BLOCKING, UNDER TPO MEMBRANE 1'-1" BRICK TIE W/ GASKETED FASTENERS @ 16" O.C. VERT. TYP PLYWOOD DECKING -SEE STRUCT. DWGS RIGID INSULATION -SLOPED @ MIN. OF 1/4" PER FOOT TO MIN. 4" THICKNESS @ ROOF DRAINS 2x6 STUD WALL, R-21 BATT INSULATION PRESSURE TREATED WOOD PLATE ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 3" = 1'-0" ENLARGED EXTERIOR SECTION DETAILS A512 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 3" = 1'-0" 2 ENLARGED DETAIL @ BRICK WINDOW HEAD 3" = 1'-0" 1 ENLARGED DETAIL @ BRICK WINDOW SILL 3" = 1'-0" 3 ENLARGED DETAIL @METAL PANEL WINDOW SILL 3" = 1'-0" 4 ENLARGED DETAIL @METAL PANEL WINDOW HEAD 3" = 1'-0" 5 ENLARGED DETAIL @ BRICK PARAPET, NORTH WALL 3" = 1'-0" 6 ENLARGED DETAIL @ BRICK PARAPET, TYP. 1 103.11.2021100% CONSTRUCTION DOCUMENT SET 3 1/2" 1 1/2" 4x4 HORIZONTAL TRIM PRESSURE TREATED, PAINTED PINE TRIM. *LENGTHS VARY -SEE ELEVATIONS 2x4 VERTICAL TRIM -ALIGNED WITH CORRUGATED RIBS (TYP.) PRESSURE TREATED, PAINTED PINE TRIM. *LENGTHS VARY -SEE ELEVATIONS 1/2"1/2"3" 1/4" 3 1/8"3/8" 3 3/4" * 3" @ EAST FACADE ONLY - SEE 2/A202 4" 1 1/2" 1 1/2" 2x2 HORIZONTAL TRIM PRESSURE TREATED, PAINTED PINE TRIM. *LENGTHS VARY -SEE ELEVATIONS 3 1/2" 1 1/2" 2x4 VERTICAL TRIM -CENTERED BETWEEN CORRUGATED RIBS (ALT.) PRESSURE TREATED, PAINTED PINE TRIM.. *LENGTHS VARY -SEE ELEVATIONS 3/4" STEEL TUBE PARAPET TRIM PRESSURE TREATED, PAINTED PINE TRIM. LENGTHS VARY -SEE ELEVATIONS 1/4" 4 1/4"3/8" 4 7/8" 1/2"1/2"4 1/2" * 4" @ EAST FACADE ONLY - SEE 1/A202 5 1/2" PRECAST SILL @ WINDOW PRECAST CONCRETE SILL AT NEW MASONRY. ASSOCIATED WINDOWS & LENGTHS: 3'-6" @ W-16, W17 5'-0" @ W18 7'-2" @ W20 8'-8" @ W4, W8, W9, W10 1/2"1/2"4" 5" 1/4"3 7/16"1/2" 4 3/16" PRECAST SILL @ INSET BRICK PRECAST CONCRETE SILL AT MASONRY INSETS. LENGTHS PER WIDTH OF INSET: 6'-0" @ E29b 8'-8" @ E29 1/2"1/2"4" 1/4"3 7/16"1/4"1" 4 15/16" 5" 2 1/4" PRECAST SILL @ STOREFRONT PRECAST CONCRETE SILL AT EXISTING MASONRY. ASSOCIATED STOREFRONTS & LENGTHS : 10'-6 1/4" @ S13 12'-4" @ S14 4 1/4"3/4" 5" E8C E8B E8B E8 E31 E32 E33E8A ALT. 1/2"1/2"4 3/8" 5 3/8" PRECAST SILL @ JULIETS PRECAST CONCRETE SILL AT JULIET BALCONIES IN EXISTING MASONRY. LENGTH: 6'-10" @ W19, W20 2 3/4"1/2" 3 1/4" 1/2"1/2"1'-1 1/4" 1'-2 1/4" E34 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 6" = 1'-0" FACADE TRIM PROFILES A515 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1 103.11.2021100% CONSTRUCTION DOCUMENT SET ICC/ANSI A117.1-2009 ELEMENT REQM'TS SPECIFIC TO ACCESSIBLE BATHRMS IN ANSI TYPE "B" UNITS *CLEAR FLOOR AREA IS REQUIRED, BUT THE APPROACH VARIES BETWEEN ANSI "A" AND "B" BATHROOMS. CLEAR FLOOR AREA IS CENTERED ON THE SINK IN ALL CASES. *COUNTERTOP (OR TOP OF RIM OF SINK, IF AN OVER-MOUNT MODEL IS USED) AT MAXIMUM 34" ABOVE FINISHED FLOOR. *FAUCET MUST MEET ACCESSIBILITY REQUIREMENTS FOR OPERATION. LAVATORY/ SINK MIRROR(NO DISTINCTION BETWEEN OPTION "A" AND OPTION "B" BATHROOMS) *NO REQUIREMENT FOR MIRRORS. BATH TUB MOST FULL BATHROOMS (ROOMS WITH AT LEAST ONE SINK; ONE TOILET; AND A SHOWER OR TUB) ARE REQUIRED TO BE ACCESSIBLE PER ANSI 117.1 AND FAIR HOUSING ACT AMENDMENT DESIGN STANDARDS. EXCEPTIONS: 1) BATHROOMS ON NON-ACCESSIBLE LEVELS OF MULTISTORY APARTMENT UNITS. 2) IN ANSI "A" UNITS WITH 2 OR MORE BATHROOMS, ONLY ONE IS REQUIRED TO MEET THE ACCESSIBLE STANDARD; THE OTHER MAY HAVE NON-COMPLIANT DESIGN ELEMENTS. 3) IN ANSI "B" UNITS WITH 2 OR MORE BATHROOMS, IF ONE BATHROOM COMPLIES WITH THE STANDARDS OF "OPTION B," THEN THE OTHER MAY HAVE NON-COMPLIANT DESIGN ELEMENTS. 4) IN ALL UNIT TYPES, IF A BATHROOM HAS MORE THAN 1 OF THE SAME ELEMENT (E.G. 2 SINKS, OR BOTH A SHOWER AND A TUB), THEN ONLYONE OF THE TWO IS REQUIRED TO COMPLY WITH THE ACCESSIBLE DESIGN REQUIREMENTS. ROLL-IN TYPE SHOWER *MINIMUM SIZE: 60" WIDE (OPEN TO ROOM) BY 36" DEEP. *MINIMUM CLEAR FLOOR AREA: 60" WIDE (ALONG THE OPEN SIDE OF THE SHOWER) BY 30" DEEP. *36" WIDE MINIMUM ENTRY OPENING. *1/2" MAXIMUM THRESHOLD HEIGHT (ABOVE FINISHED FLOOR). SHOWER(NO DISTINCTION BETWEEN OPTION "A" AND OPTION "B" BATHROOMS AS REGARDS SHOWERS.) *MINIMUM SIZE OF COMPARTMENT: 36" WIDE BY 36" DEEP (MAY BE LARGER). *MINIMUM CLEAR FLOOR AREA: 48" WIDE (ALONG THE OPEN SIDE OF THE SHOWER, STARTING AT THE CONTROLS WALL) BY 30" DEEP. *NO THRESHOLD RESTRICTIONS. *FIXED OVERHEAD SHOWER IS ALLOWED -HAND SHOWER IS OPTIONAL. *ENCLOSURES ARE PERMITTED. GRAB BARS/ BLOCKING WALL REINFORCING & BLOCKING FOR THE POTENTIAL FUTUREINSTALLATION OF GRAB BARS IS REQUIRED AT TOILETS, TUBS, AND SHOWERS OF ALL BATHROOMS WHICH ARE ON ACCESSIBLE LEVELS OF SWELLINIG UNITS. (THIS INCLUDES BOTH 'ACCESSIBLE' BATHROOMS AND BATHROOMS NOT REQUIRED TO COMPLY WITH ACCESSIBILTY STANDARDS.) HOWEVER, INSTALLATION OF THE ACTUALGRAB BARS IS NOT REQUIRED FOR EITHER ANSI "A" OR "B" UNITS. SEE DIAGRAMS BELOW FOR TYPICAL BLOCKING REQUIREMENTS. (INSTALLATION OF GRAB BARS IS REQUIRED FOR PUBLIC-USE TOILETS, SUCH AS THOSE SERVING LOBBIES, FITNESS CENTERS, AND THE LIKE, BUT NOT FOR BATHROOMS WITHIN DWELLING UNITS.) INSTALLATION OF BLOCKING IS NOT REQUIRED AT: 1) POWDER ROOMS (UNLESS THE POWDER ROOM HAS THE ONLY TOILET ON THE ACCESSIBLE LEVEL OF A MULTISTORY DWELLING UNIT); AND 2) AT BATHROOMS WHICH ARE ON INACCESSIBLE FLOORS OF MULTISTORY DWELLING UNITS. *LOCATION: TOILET MUST HAVE A WALL AT THE REAR AND AT ONE SIDE. CENTERLINE OF TOILET MIN 16" -MAX 18" FROM THE FINISHED FACE OF THE SIDE WALL. *CLEAR FLOOR AREA: MIN 60" WIDE (ALONG REAR WALL) x 56" DEEP. NOTHING MAY OCCUPY THE CLEAR FLOOR AREA ASIDE FROM THE TOILET ITSELF, GRAB BARS, AND STANDARD TOILET ACCESSORIES (T.P. HOLDER, TOWEL BARS, ETC.). *CLEAR FLOOR AREA, ALTERNATIVE: MIN 60" WIDE (ALONG REAR WALL) x 66" DEEP. A LAVATORY MAY OCCUPY A PORTION OF THE CLEAR FLOOR AREA ADJACENT TO THE TOILET, WITH MIN 18" FROM TOILET CENTERLINE TO FACE OF SINK OR COUNTERTOP. *SEAT HEIGHT: THE SEAT'S HEIGHT ABOVE FINISHED FLOOR SHALL BE MIN. 15" TO MAX. 19". *FLUSH HANDLE: SHALL BE LOCATED ON "OPEN" SIDE OF TOILET (I.E. SIDE OPPOSITE THE RETURN WALL). TOILET PAPER HOLDER GRAB BAR TOWEL BAR CURTAIN RODSOAP DISH SHOWER CONTROL SHOWER HEAD ROBE HOOK WATER CLOSETS/ TOILETS ANSI 117.1 BATHROOM REQUIREMENTS FOR ACCESSIBLE APARTMENT UNITS -VERBAL INFORMATION 2 6 7 4 2 6 5 REQUIRED FOR POTENTIAL FUTUREGRAB BARS. SEE "GRAB BARS/BLOCKING" IN TABLE ABOVE ("ANSI 117.1 BATHROOM REQUIREMENTS FOR ACCESSIBLE APARTMENT UNITS") FOR SCOPING. MINIMUM BLOCKING SIZE 6" X 24" X 16 GA. GALV. 6" X 30" X 16 GA. GALV. 6" x 36" X 16 GA. GALV. MARK GRAB BAR TYPE 1 18" GRAB BAR 2 24" GRAB BAR 30" GRAB BAR 3 6'-3 1/2" 6'-4" 6'-0" 3'-10" 3'-6" 2'-9"MIN. 3'-0"MAX. 1'-10" 3'-4" MAX. 7"MIN-9"MAX. . 3'-0" MAX. 2'-9" MIN. 3'-0" MAX. 2'-9" MIN. 6"2'-6"2'-0" 36" MAX. 33" MIN. 1'-6" 41" MAX 39" MIN 1'-0" 42" MIN 41" MAX. 39" MIN.1'-6" 36" MAX. 33" MIN. 36" MAX. 33" MIN. 10" MAX 8"MIN HEAD END 24"MAX CONTROL END 12"MAX REQUIREMENTS THAT APPLY TO BOTH ANSI "A" AND "B" UNITS (NO DISTINCTION BETWEEN OPTION "A" AND OPTION "B" BATHROOMS) *CLEAR FLOOR AREA: 30"x48" FOR PARALLEL APPROACH. *CENTERING THE SINK ON THE CLEAR FLOOR AREA EFFECTIVELY MEANS THAT A SIDE WALL MUST BE 24" MINIMUM FROM THE CENTERLINE OF THE SINK). *PERMANENT VANITY CABINET UNDER SINK/COUNTER. *PIPE PROTECTION IS NOT REQUIRED. *CLEAR FLOOR AREA IS REQUIRED, BUT THE PARTICULARS VARY BETWEEN ANSI "A" AND "B" BATHROOMS. *CLEAR FLOOR AREA VARIES BETWEEN OPTIONS "A" AND "B" -SEE BELOW. *CONTROLS (HANDLES, SPOUT) MAY BE CENTERED ON THE TUB. *FIXED OVERHEAD SHOWER IS ALLOWED -HAND SHOWER IS OPTIONAL. *ENCLOSURES ARE PERMITTED. REQUIREMENTS SPECIFIC TO ACCESSIBLE BATHROOMS IN ANSI TYPE "A" UNITS *CLEAR FLOOR AREA: 30"x48" FOR FRONT APPROACH. *EITHER THERE IS NO CABINET UNDER THE SINK/COUNTER; OR A VANITY CABINET MAY BE PROVIDED BUT MUST BE DETAILED TO BE REMOVABLE, AS SHOWN ON ISOMETRIC DETAIL 4/A600 (THIS SHEET). *PIPE PROTECTION IS REQUIRED. THE BOTTOM EDGE OF THE MIRROR'S REFLECTING SURFACE SHALL BE MAXIMUM 40" (3'-4") ABOVE FINISHED FLOOR. *CLEAR FLOOR AREA: THE LENGTH OF THE TUB BY 30" WIDTH. *COUNTERTOPS & CABINETRY MAY OVERLAP WITH ONE END OF THE CLEAR FLOOR AREA, BUT ONLY IF FULLY REMOVABLE AND WITH ALL FINISHES ALREADY IN PLACE. *CONTROLS (HANDLES, SPOUT) MUST BE OFFSET (BETWEEN THE CENTERLINE OF THE TUB AND THE OPEN SIDE OF THE TUB) *HAND SHOWER WITH 59" HOSE (ADAPTABLE FOR USE AS A FIXED SHOWER HEAD OR A HANDHELD SHOWER). *ENCLOSURES ARE GENERALLY NOT PERMITTED (USE SHOWER CURTAINS WITH RODS). TYPE "B" UNITS / OPTION "A" BATHROOMS (ALL BATHROOMS ON ACCESSIBLE LEVELS OF THE UNIT MUST COMPLY.) TYPE "B" UNITS / OPTION "B" BATHROOM (ONLY ONE BATHROOM WITHIN THE APARTMENT UNIT MUST COMPLY; THE OTHERS ARE NOT REQUIRED TO COMPLY.) POWDER ROOMS POWDER ROOMS --THAT IS, ROOMS WITH A LAVATORY AND A TOILET BUT NO TUB OR SHOWER --ARE NOT REQUIRED TO BE ACCESSIBLE IN ANSI "A" OR "B" UNITS, EXCEPT THAT THE DOOR TO THE ROOM SHALL BE ACCESSIBLE (I.E. SUFFICIENTLY WIDE AND WITH PROPER CLEARANCE IF AN ANSI "A" UNIT). ALSO, BLOCKING FOR FUTURE GRAB BARS IS NOT REQUIRED. EXCEPTION: IN A MULTISTORY UNIT IN WHICH ONLY ONE LEVEL IS ACCESSIBLE, IF A POWDER ROOM IS THE ONLY BATHROOM ON THE ACCESSIBLE LEVEL, THEN THE POWDER ROOM AND ALL THE FIXTURES AND ELEMENTS SHALL COMPLY WITH ACCESSIBILITY STANDARDS. - TURNAROUND SPACE (NO DISTINCTION BETWEEN OPTION "A" AND OPTION "B" BATHROOMS AS REGARDS TURNAROUND SPACE) TURNAROUND SPACE IS NOT REQUIRED FOR ANSI "B" UNITS TURNAROUND SPACE (EITHER 60" DIAMETER CIRCLE OR THE T-SHAPE PRESCRIBED IN ANSI 117.1) SHALL BE PROVIDED. FOR OPTION "B": *CLEAR FLOOR AREA OF 48" (ALONG OPEN SIDE OF TUB) BY 30" WITH THE CONTROL WALL OF THE TUB AT ONE END OF THE 48" DIMENSION. *NO OTHER FIXTURES MAY OCCUPY THE 30"x48" CLEAR FLOOR AREA. FOR OPTION "A": *CLEAR FLOOR AREA FOR FORWARD (TYPICAL OF ALMOST ALL BATHROOMS) APPROACH: 60" (ALONG OPEN SIDE OF TUB) BY 48". *TOILET AND LAVATORY ARE PERMITTED TO OCCUPY SPACE AT ONE SIDE OF THE 60"x48" CLEAR FLOOR AREA. *CLEAR FLOOR AREA IS REQUIRED, BUT THE PARTICULARS VARY BETWEEN ANSI "A" AND "B" BATHROOMS. (NO DISTINCTION BETWEEN OPTION "A" AND OPTION "B" BATHROOMS AS REGARDS TOILETS) *LOCATION: NO PARTICULAR RESTRICTION, BUT CENTERLINE OF TOILET MIN 16" -MAX 18" FROM ONE SIDE OF THE REQUIRED CLEAR FLOOR AREA (TYPICALLY THE FACE OF A TUB OR SHOWER, OR SIDE WALL). *CLEAR FLOOR AREA: MIN 48" WIDE (ALONG REAR WALL) x 56" DEEP. *CLEAR FLOOR AREA, FORWARD APPROACH: MIN 48" WIDE (ALONG REAR WALL) x 66" DEEP. *FOR EITHER CLEAR FLOOR AREA OPTION, A LAVATORY (INCLUDING VANITY CABINET) MAY OCCUPY A PORTION OF THE CLEAR FLOOR AREA ADJACENT TO THE TOILET, WITH MIN 33" CLEAR FOR THE TOILET. *SEAT HEIGHT: NO RESTRICTIONS. *FLUSH HANDLE: NO RESTRICTIONS. *HAND SHOWER WITH 59" HOSE (ADAPTABLE FOR USE AS A FIXED SHOWER HEAD OR A HANDHELD SHOWER). *ENCLOSURES ARE ALLOWED, BUT MUST PROVIDE REQUIRED OPENING CLEARANCES. TRANSFER-TYPE SHOWER SIZE: 36" WIDE BY 36" DEEP. (MAY NOT BE WIDER OR DEEPER) *TRANSFER TYPE: MINIMUM CLEAR FLOOR AREA: 48" WIDE (ALONG THE OPEN SIDE OF THE SHOWER, STARTING AT THE CONTROLS WALL) BY 30" DEEP. *NO THRESHOLD RESTRICTIONS. GENERAL APPLICABILITY : FULL BATHROOMS *CLEAR FLOOR AREA IS REQUIRED, BUT THE PARTICULARS VARY BETWEEN ANSI "A" AND "B" BATHROOMS. 17" MINIMUM19" MAXIMUM TOILET SEAT TOP 3'-0" (CONTROLS HEIGHT) NO PRESCRIBED LIMITATION 16"MIN-18"MAX 1'-6" MIN CLR CABINET REMOVAL) 2'-5" MIN CLR (AFTER RIM OR COUNTER 2'-10" TO TOP OF SINK BOTTOM OF MIRROR 3'-4" MAX TO IS TYPICAL NO PRESCRIBED LIMITATION, BUT 2'-10" (BOTTOM OF MIRROR) NO PRESCRIBED LIMITATION FLOOR TO TOP OF SEAT 15"-19" FROM FINISHED 1 36" MAX. 33" MIN. 1'-6" 41" MAX 39" MIN 1'-0" 6" x 18" X 16 GA. GALV.12" GRAB BAR 24"MIN 2 36" MAX 33" MIN 8A-HEAD END WALL (THE END OPPOSITE CONTROLS WALL) 8B-BACK WALL8C-CONTROLS END WALL 8. REQUIRED BLOCKING FOR POTENTIAL FUTURE GRAB BARS AT TUBS SCOPE: AT TUBS AT ALL BATHROOMS IN BOTH ANSI "A" AND "B" UNITS, EXCEPT FOR TUBS AT THE PENTHOUSE LEVEL (THAT IS, ON AN INACCESSIBLE LEVEL OF A MULTISTORY DWELLING UNIT). 6A-HEAD END WALL (THE END OPPOSITE SEAT WALL) 6B-BACK WALL6C-SEAT WALL 6. REQUIRED BLOCKING FOR POTENTIAL FUTURE GRAB BARS-AT ROLL-IN SHOWERS SCOPE: NONE. ALL OTHER SHOWERS ARE TRANSFER-TYPE. 12"MIN24"MIN 4 7A-BACK WALL7B-SIDE WALL 7. REQUIRED BLOCKING FOR POTENTIAL FUTURE GRAB BARS AT TOILETS SCOPE: AT TOILETS IN FULL BATHROOMS, EXCEPT FOR TOILETS AT THE PENTHOUSE LEVEL (THAT IS, ON AN INACCESSIBLE LEVEL OF A MULTISTORY DWELLING UNIT). NOTE THAT THE REQUIREMENTS ARE FAIRLY SIMPLE FOR TOILETS IN ANSI "A" ACCESSIBLE BATHROOMS, BUT FOR ANSI "B" BATHROOMS (OPTIONS A OR B) AND FOR INACCESSIBLE BATHROOMS IN ANSI "A" UNITS, THE REQUIREMENTS ARE COMPLICATED AND VARY BASED ON CIRCUMSTANCE. COORDINATE WITH ANSI 117.1 SECTIONS 1103.11.1, 1104.11.1, AND 1104.11.1.1. 4"MAX VIF24"MIN (4" MAX) MIN REASONABLE (2" MAX) MIN. REASONABLE2'-6"4"MAX 8 2 36" MAX. 33" MIN. 1'-6" 18"MIN 3"MIN-6"MAX 36" MAX. 33" MIN. VARIES (2" MAX) MIN REASONABLE 5A-'SEAT' END WALL (THE END OPPOSITE CONTROLS WALL) 5B-BACK WALL5C-CONTROLS END WALL 5. REQUIRED BLOCKING FOR POTENTIAL FUTURE GRAB BARS-AT TRANSFER-TYPE SHOWERS SCOPE: AT SHOWERS AT ALL BATHROOMS IN WITH THIS TYPE. (NO GRAB BARS REQ'D AT THIS WALL, SO NO BLOCKING) 4"MAX 2 VARIES5'-0" (CONTROLS WALL) 3'-0" BLOCKING REQUIREMENTS FOR GRAB BARS 9 9"2'-6" 1'-6"1'-6" 7C-BACK WALL-ALTERNATIVE U-SHAPE, 30" x 36" OVERALL X 16 GA. GALV. ACCOMMODATES VARIOUS GRAB BARS REQUIRED FOR TOILETS THAT LACK WALL SPACE FOR STANDARD GRAB BARS -WORKS FOR SHORTER BARS BEHIND TOILET AND SWING-UP BARS AT EITHER SIDE OF TOILET. COORDINATE WITH ANSI 117.1 SECTIONS 1103.11.1, 1104.11.1 & 1104.11.1.1 9 SCOPE: ANSI A ACCESSIBLE BATHROOMS AND OTHER BATHROOMS THAT HAVE SUFFICIENT WALL SPACE SCOPE: ANSI A ACCESSIBLE BATHROOMS AND OTHER BATHROOMS THAT HAVE SUFFICIENT WALL SPACE SCOPE: ANSI B ACCESSIBLE BATHROOMS AND OTHER BATHROOMS THAT LACK SUFFICIENT WALL SPACE FOR GRAB BAR SHOWN IN DETAIL 2A. 6" X 48" X 16 GA. GALV. 6" x 54" X 16 GA. GALV. 42" GRAB BAR 5 48" GRAB BAR 7 6" x 42" X 16 GA. GALV. 36" GRAB BAR 6 6" x VARIES" X 16 GA. GALV.GRAB BAR OF VARIABLE LENGTH AT CONTROLS SIDE OF TRANSFER-TYPE SHOWER 8 THE VERTICAL BAR/BLOCKING IS NOT REQUIRED AT TOILETS IN ANSI "B" UNITS THE HORIZONTAL BAR MAY BE 24" AT TOILETS WHICH LACK SUFFICIENT SIDE WALL SPACE FOR THE 42" SHOWN MINIMUM BLOCKING SIZE MARK GRAB BAR TYPE (NO GRAB BARS REQ'D AT THIS WALL, SO NO BLOCKING) FOLD-DOWN SEAT 1A-TYPICAL PRIMARY 'WET WALL' ELEVATION SCOPE: ANSI B ACCESSIBLE BATHROOMS 3'-0" MAX 1'-8"MIN EQEQ CONTROLS & SPOUT MUST BE LOCATED BETWEEN THE CENTERLINE AND OPEN SIDE OF THE TUB (NOT CENTERED) 4" MIN - 9" MAX 2C-TUB CONTROLS WALL SCOPE: TUBS AT ANSI A ACCESSIBLE BATHROOMS. THE CONTROLS GO ON A SIDE WALL (ADJACENT TO THE OPENING TO THE ROOM). EQEQ MISC. REQUIREMENTS FOR ANSI "A" ACCESSIBLE BATHROOMS SCOPE: AT FULL BATHROOMS IN ANSI "A" DWELLING UNITS. (IF THERE IS MORE THAN ONE BATHROOM, TYPICALLY THESE REQUIREMENTS ARE FOR ONE OF THE BATHROOMS ONLY, AND THE OTHER IS NOT ACCESSIBLE.) 16"MIN-18"MAX MIN 33" MISC. REQUIREMENTS FOR ANSI "B" ACCESSIBLE BATHROOMS SCOPE: FULL BATHROOMS IN ANSI "B" DWELLING UNITS, WHICH ARE EITHER "OPTION A" OR "OPTION B-ACCESSIBLE." DOES NOT APPLY TO NON-ACCESSIBLE BATHROOMS IN OPTION B UNITS, NOR TO POWDER ROOMS. ARE OFTEN OFFSET AS A RESULT 2'-0" MIN FROM SIDE WALL TO CL SINK - FAUCET & SINK FLUSH HANDLE ON 'OPEN' SIDE OF TOILET (SIDE OPPOSITE THE RETURN WALL) TO PROVIDE REMOVABLE CABINET VARIES - TYPICALLY 33" MIN. SINK AND FAUCET MUST BE CENTERED ON THE 30" WIDTH OF THE FORWARD APPROACH CLEAR FLOOR AREA (WHICH MEANS THEY ARE TYPICALLY CENTERED ON VANITY) HAND SHOWER WITH 59" MIN. HOSE, ADAPTABLE AS EITHER A FIXED OVERHEAD SHOWER OR A HAND-HELD SHOWER, MOUNTED TO A VERTICAL BAR. CURTAIN ROD OR ENCLOSURE -IF ENCLOSURE, MIN 31.75" CLEAR OPEN WIDTH AT DOOR ROD FOR SHOWER CURTAIN (THE REQUIREMENTS MAKE ENCLOSURES VERY DIFFICULT) FIXED SHOWER HEAD, TYPICALLY CENTERED IN TUB (HAND SHOWER IS ALSO ACCEPTABLE) VANITY MAY BE PERMANENT (NOT REQ'D TO BE REMOVABLE); AND PIPE PROTECTION IS NOT REQ'D VANITY (BASE CABINETRY) IS ALLOWED IF REMOVABLE. SEE DETAIL 4/A600. 10"10" 10" 2'-0"1'-6" 1'-3" 1'-6" T.P. HOLDER MUST GO WITHIN THIS AREA (AT THE WALL AT THE SIDE OF THE TOILET) EQEQ CONTROLS MUST GO WITHIN THIS AREA (AT THE SIDE WALL OF THE SHOWER COMPARTMENT/OPEN SIDE OF THE SHOWER) 2D-TRANSFER SHOWER SCOPE: TRANSFER-TYPE SHOWERS AT ANSI A ACCESSIBLE BATHROOMS. THE CONTROLS GO ON A SIDE WALL (ADJACENT TO THE OPENING TO THE ROOM). ROD FOR SHOWER CURTAIN, OR AN ENCLOSURE IS ALLOWED IF DOOR CLEAR WIDTH, SWING, ETC. COMPLY WITH THE REQUIREMENTS 3'-0" 1'-3" 3'-2"10" CONTROLS MUST GO WITHIN THIS AREA (AT BACK WALL OF THE SHOWER COMPARTMENT) 2E-ROLL-IN SHOWER SCOPE: ROLL-IN-TYPE SHOWERS AT ANSI A ACCESSIBLE BATHROOMS. THE CONTROLS GO ON THE BACK WALL (OPPOSITE THE OPENING TO THE ROOM). ROD FOR SHOWER CURTAIN, OR AN ENCLOSURE IS ALLOWED IF DOOR CLEAR WIDTH, SWING, ETC. COMPLY WITH THE REQUIREMENTS 3'-2"10" NO CURB IS ALLOWED AT ROLL-INTYPE SHOWERS -1/2" MAXIMUM THRESHOLD OR FLOOR LEVEL CHANGE 2'-3"MAX 1'-4"MIN HAND SHOWER WITH 59" MIN. HOSE, ADAPTABLE AS EITHER A FIXED OVERHEAD SHOWER OR A HANDHELD SHOWER, MOUNTED TO A VERTICAL BAR. FOLD-DOWN SEAT (AT END WALL) 2B-SIDE WALL AT TOILET SCOPE: ANSI A ACCESSIBLE BATHROOMS. 2A-TYPICAL TOILET & VANITY WALL SCOPE: ANSI A ACCESSIBLE BATHROOMS. IN ANSI "A" BATHROOMS, TOILETS ARE IN A CORNER, WITH A RETURN WALL AT ONE SIDE OF THE TOILET ANSI 117.1 BATHROOM REQUIREMENTS FOR ACCESSIBLE APARTMENT UNITS -GRAPHIC INFORMATION MOUNTING HEIGHTS OF VARIOUS BATHROOM ACCESSORIES SCOPE: TYPICAL OF ALL BATHROOMS, ACCESSIBLE AND NON-ACCESSIBLE. NOTE THAT THESE ARE GENERIC: IN A FEW CASES (MOSTLY ANSI "A" BATHROOMS), A SPECIFIC ACCESSIBILITY REQUIREMENT CAN OVERRIDE THE DIMENSIONS INDICATED ON THIS DRAWING. SEE DRAWING GROUPS 1 (ANSI B) AND 2 (ANSI A) ABOVE. 1 2 3 MANEUVERING CLEARANCES AT DOORS ARE THE SAME AS FOR THE UNIT OVERALL. DOORS CLEARANCES (NO DISTINCTION BETWEEN OPTION "A" AND OPTION "B" BATHROOMS) NO REQUIREMENTS FOR MANUVERING CLEARANCES AT DOORS IN ANSI "B" UNITS. DOORS SHALL HAVE MANEUVERING CLEARANCES PER ANSI 117.1 SECTION 404.2.3. PIPE PROTECTION (INSULATION WRAP OR VALENCE)** BASE (VANITY) CABINET DESIGNED TO BE REMOVABLE, AS REQUIRED TO FULFILL ANSI 117.1, SECTION 1003.11.2.2, EXCEPTION. (SHOWN PARTLY REMOVED -WOULD INSTALL ALL THE WAY TO THE WALL AND ONLY BE REMOVED WHEN REQUESTED BY AN ACCESSIBLE NEEDS PERSON.) FLOOR, BASE, & WALL FINISHES EXTEND BEHIND/ UNDER THE REMOVABLE VANITY CABINET** **CODES AND ACCESSIBILITY DESIGN GUIDELINES REQUIRE THAT PIPE PROTECTION AND FINISHES AT FLOORS, WALLS, AND MILLWORK ELEMENTS BE INSTALLED DURING ORIGINAL CONSTRUCTION, SO THAT, IF THE CABINET IS REMOVED, THEY ARE ALREADY IN PLACE. (2) END PANELS/SUPPORT BRACKETS & FRONT FASCIA: PERMANENTLY INSTALLED; THESE ARE THE STRUCTURAL SUPPORT FOR THE COUNTERTOP. COUNTERTOP, SINK, AND FAUCET OVER-VANITY MIRROR 40" MAX. FROM TOP OF FLOOR FINISH TO LOWEST REFLECTIVE EDGE OF THE MIRROR 34" MAX. FROM TOP OF FLOOR FINISH TO TOP OF COUNTER (OR TO TOP OF LAVATORY RIM, IF AN OVER-MOUNT SINK IS USED) 27" MIN. FROM TOP OF FLOOR FINISH TO UNDERSIDE OF FRONT FASCIA 3 0 " M I N I M U M C L E A R B E T W E E N B R A C K E T S 3 6 " T Y P / 3 3 " M I N ( A S N E C E S S A R Y T O P R O V I D E M I N 3 0 " C L E A R B E T W E E N B R A C K E T S F O R R O L L U N D E R S P A C E ) 4. ISOMETRIC DIAGRAM OF REMOVABLE VANITY SCOPE: AT LAVATORIES OF ACCESSIBLE BATHROOMS IN ANSI "A" DWELLING UNITS. ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION As indicated TYPICAL KITCHEN AND BATH REQUIREMENTS A600 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET A601 1D 1A 1B 1C B2 TYPE 1A, 1C & 1D: 9'-11" TYPE 1A & 1C: 6'-0" VARIES 2'-6" TYPE 1C: 0" TYPE 1A, 1B & 1D: 1'-0"5'-0" 1'-6"VARIES REMOVABLE CABINET 3'-0" TYPE 1B: 6'-0 3/8" TYPE 1B: 10'-2 3/4" TYPE 1D: 6'-2 3/4" B8 B8 FLOOR TILE START POINT B1 B17 B15 B3 B16A B26 B25C B22 REMOVABLE CABINET 3'-0" 8" 3'-8" 5 1/2" 2'-10" 3'-0" TYP. B29 B29 B30 B30 B7 B15 B3 B7 B16A B21 B27 B26 B24 B20 B18 B23 B28 B25A 3'-0" TYP. 3'-4" B22 B4 B9 B4 B9 B26 B15 B20 B25F B23 3'-0" TYP. B5A 7'-0" 3'-10" B1 B15 B4 B9B26 B25C B25B B20 B25F B19 B21 3'-0" TYP. 4'-0" B5A 3'-10" 7'-0" 7 1/2"6" 1'-3"7"7" A601 2A 2D 2B 2C 2A: 5'-4 5/8" TYPE 2A: 9'-3 1/2" T Y P E 2 D : 4 ' 0 " T Y P E 2 A , 2 B , 2 C & 2 E : 3 ' 6 " V A R I E S 1 ' 6 " 2 ' 6 " VARIES5'-0" B2 TYPE 2B, 2D & 2E: 5'-6" T Y P E 2 B & 2 C : 9 ' 0 " TYPE 2C: 5'-7 1/4" T Y P E 2 D : 9 ' 9 1 / 2 " T Y P E 2 E : 9 ' 0 1 / 2 " B8 B8 1 FLOOR TILE START POINT B1 B4 B16 B17 B7 B3 B15 B21 B20 B26 B22 B23 B9 B5 B25H 2 ' 1 0 " B25B B25C B30 B30 B29 B29 B4B15 B20 B9 B26 B23 B5 7 ' 0 " B25F 3 ' 0 " T Y P . B19 B26 B15B4 B20 B21 B9 B27 B24 4 ' 0 " B25A 3 ' 0 " T Y P . B15 B3 B7 B16 B18 B28 B26 3 ' 4 " A601 2.1A 2.1C 2.1D2.1B TYPE 2.1B: 11'-0 1/8" TYPE 2.1A: 11'-0" 5 ' 6 " 5'-6"VARIES1'-6"2'-6" 5 ' 0 " B2 B8 B8 1 FLOOR TILE START POINT B2 B1B4 B15 B20 B21 B26 B17 B3 B7 B16 B22 B22B23 B9 B5 B25H B25B B25C B30 B30 B29 B29 B29 B29 B4 B15 B20 B9 B26 B23 B5 7 ' 0 " B25F 3 ' 0 " T Y P . B15 B4 B20 B19B19 B27 B21 B9 B27 B24 4 ' 0 " B25A 3 ' 0 " T Y P . B3 B7 B15 B26 B18 B28 3 ' 4 " B16 A601 1.1D 1.1A 1.1B 1.1C B2 1'-6"1'-6" REMOVABLE CABINET 3'-0" 2 ' 6 " 7 ' 5 " 9 ' 1 1 " 6'-0" B8 B8 FLOOR TILE START POINT 8 " 3 ' 8 " 5 1 / 2 " 2 ' 1 0 " B22 B26B17 B25C B15B1 B16A B3 REMOVABLE CABINET 3'-0" 3 ' 0 " T Y P . B30 B30 B29 B29 B7 B23 B21 B27 B24 B28 B15B4 B20 B3 B7 B16A B25C B25B B9 B26 3 ' 0 " T Y P . B5A 3 ' 4 " 3 ' 1 0 " 7 ' 0 " 7 " 7 " 1 ' 3 " 6"7 1/2" B22 B4 B15 B23 B20 B26 B9 B25F 3 ' 0 " T Y P . B5A 7 ' 0 " 3 ' 1 0 " B1 B15 B4 B19 B25F B21 B26 B25A B20 B9 3 ' 0 " T Y P . 4 ' 0 " B23 1. PROVIDE GRAB BAR BLOCKING IN UNITS PER NEW YORK STATE BUILDING CODE, ANSI A117.1 2009 AND FHA GUIDELINES. 2. PROVIDE WALL BASE AND WALL FINISH BEHIND ALL REMOVABLE VANITY CABINETS. 3. REFER TO ENLARGED PLANS FOR LOCATION OF ANSI A TYPE UNITS. 4. CONTINUE WALL BASE BEHIND ALL VANITIES. 5. CONTINUE FLOOR TILE UNDER ALL VANITIES. ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION As indicated INTERIOR ELEVATIONS BATH A601 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/2" = 1'-0" 1 BATH 1 PLAN -ANSI A 1/2" = 1'-0" 1A BATH 1 ELEVATION A 1/2" = 1'-0" 1B BATH 1 ELEVATION B 1/2" = 1'-0" 1C BATH 1 ELEVATION C 1/2" = 1'-0" 1D BATH 1 ELEVATION D 1/2" = 1'-0" 2 BATH 2 PLAN 1/2" = 1'-0" 2A BATH 2 ELEVATION A 1/2" = 1'-0" 2B BATH 2 ELEVATION B 1/2" = 1'-0" 2C BATH 2 ELEVATION C 1/2" = 1'-0" 2D BATH 2 ELEVATION D BATH KEYNOTES 1/2" = 1'-0" 2.1 BATH 2.1 PLAN 1/2" = 1'-0" 2.1A BATH 2.1 ELEVATION A 1/2" = 1'-0" 2.1B BATH 2.1 ELEVATION B 1/2" = 1'-0" 2.1C BATH 2.1 ELEVATION C 1/2" = 1'-0" 2.1D BATH 2.1 ELEVATION D B1WATER CLOSET, American Standard Cadet 3 FloWise “2989.101”; concealed trapway; For Units 211-216 only - American Standard Yorkville VorMax "209AA137"; back outlet; For all toilets American Standard Transitional Luxury Seat w/ Slow Close & Everclean "5024A65G"; elongated B2VANITY SINK, Kohler Verticyl Rectangle K-2882 B3SINK FAUCET, Delta "Trinsic" Model 559LF-BLMPU B4BATHTUB, American Standard “Princeton”; alcove type; porcelain enameled steel (“Americast”) B5SHOWER & TUB SET, Delta "Trinsic" Model T14459-BL B5AANSI 'A' SHOWER SET, Delta "Trinsic" Model 1701-BL B5BSHOWER SET ONLY, Delta "Trinsic" Model T14259-BL B7VANITY COUNTERTOP, Silestone, Et Statuario, polished; .75"/2cm thick; basic eased edge B8FLOOR LVT, Shaw Hard Surface, "Intrepid Tile Plus", color Pebble, 12"x24" B9SHOWER WALLPANEL, Mincey Marble "TS-CS: 4X15 Stacked", 32"x85.5" & 62"x85.5" B10SHOWER BASE, Swan Corporation 32 x 48 in. Single Threshold SF03248MD.010 B10ATRANSFER SHOWER BASE - SEE DETAIL ON A600 - American Standard A8009D-FCO, Acrylic 38" x 38" w/ center drain B11FOLD-DOWN SHOWER SEAT @ ROLL-IN SHOWER - INSTALLED UPON REQUEST B12SHOWER DOOR, Coastal, Legend, 69"H B12ASHOWER DOOR @ ANSI TRANSFER SHOWER, Coastal, Legend 69" H B14LOW PROFILE LINEAR FLOOR DRAIN B154.5"H RUBBER WALL BASE B162'-7" H VANITY BASE CABINET, Italkraft M.C. LR65.SA B16A2'-7" H REMOVABLE VANITY CABINET @ ANSI 'A' BATHROOM, Italkraft M.C. LR65.SA B17VANITY MIRROR, 30" x 44" Mirror Image "30084 Jordan", metal frame w/ matte black finish B18TOILET PAPER HOLDER, Delta "Trinsic" Model 75950-BL B19TOWEL ROD, Delta "Trinsic" Model 759240-BL, 24" B20TUB/ SHOWER ROD, Ikea Avesjoen, Black 204.670.21 B21SCHLUTER TRIM, Schluter JOLLY, satin nickel finish B22VANITY LIGHT, Mod Creations Model No.5469 B23RECESSED SHOWER LIGHT AS SCHEDULED, SEE RCP'S B24BATHROOM DOOR, SEE PLANS & DOOR SCHEDULE B25AREQ'D BLOCKING FOR 12" GRAB BAR B25BREQ'D BLOCKING FOR 18" GRAB BAR B25CREQ'D BLOCKING FOR 24" GRAB BAR B25FREQ'D BLOCKING FOR 42" GRAB BAR B25HREQ'D BLOCKING FOR U-SHAPE BAR, 30" x 36" OVERALL X 16 GA. GALV. B26PAINT ON GWB WALL B27ROBE HOOK, Delta "Trinsic" Model 75935-BL B28RECEPTACLE WITH COVER PLATE B29DRAWER BASE CABINETS B306 5/16" FINGER PULLS, ZEN DESIGN, 'SOTTILE' MATTE BLACK BATHROOM TYPE 1A AS SHOWN IN UNITS: 01, 02, 03, 04, 06, 07, 08, 11, 12, 13, 14, 15, 16, 17, 21, 22, 23, 24, 25, 27, 28, 29, 31, 32, 33 20 (4TH & 5TH FLOORS) 27 (5TH), 30 (5TH) BATHROOM TYPE 1B AS SHOWN IN UNIT: 05 BATHROOM TYPE 1C AS SHOWN IN UNIT: 10 BATHROOM TYPE 1D AS SHOWN IN UNIT: 22 (4TH & 5TH FLOORS) BATHROOM TYPE 2A AS SHOWN IN UNITS: 06, 07 BATHROOM TYPE 2B AS SHOWN IN UNITS: 10, 18, 20, 26 20 (4TH & 5TH FLOORS) BATHROOM TYPE 2C AS SHOWN IN UNIT: 27 BATHROOM TYPE 2D AS SHOWN IN UNIT: 30 BATHROOM TYPE 2E AS SHOWN IN UNIT: 31 BATHROOM TYPE 2.1A AS SHOWN IN UNIT: 208 BATHROOM TYPE 2.1B AS SHOWN IN UNIT: 308, 408, 508 1/2" = 1'-0" 1.1 BATH 1.1 PLAN -ANSI A 1/2" = 1'-0" 1.1A BATH 1.1 ELEVATION A 1/2" = 1'-0" 1.1B BATH 1.1 ELEVATION B 1/2" = 1'-0" 1.1C BATH 1.1 ELEVATION C 1/2" = 1'-0" 1.1D BATH 1.1 ELEVATION D BATHROOM TYPE 1,1 AS SHOWN IN UNITS: 224 1 1 1 GENERAL NOTES 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 1 A6024A 4B 4C 4D B2 B14 4'-2" TYPE 4A & 4B: 6'-0" 3'-0" T Y P E 4 B : 5 ' 0 " T Y P E 4 A : 4 ' 0 " V A R I E S 1 ' 6 " T Y P E 4 B : 1 1 ' 0 " T Y P E 4 A : 1 0 0 1 / 2 " B8 B8 FLOOR TILE START POINT B15 B17 B21 B26 B9 B23 B1 B10 B3 B7 B16 B5B 3 ' 1 0 " 7 ' 0 " B22 3 ' 0 " T Y P . B25C B25B B25C B30 B30 B29 B29 B3 B7 B16 B26 B15 B10 B18 B28 B23 B5B 3 ' 7 1 / 4 " B22 B25B 3 ' 0 " T Y P . B12 B9 B9 B19 B26 B24 B15 B27 B21 B23 4 ' 0 " B10 B26 B1B15 B25F A602 4.1A 4.1B 4.1C 4.1D 1 ' 6 " 1 ' 7 1 / 2 " 5 ' 9 " 3 ' 0 " 1 1 ' 1 0 1 / 2 " B2 B2 B14 B8 B8 FLOOR TILE START POINT B26B9 B23 B1B15 B22B22 B21 B3 B7 B16 B10 B5B 3 ' 1 0 " 7 ' 0 " B25B B25C 3 ' 0 " B30 B30 B29 B29 B29 B29 3 ' 0 " T Y P . 2'-10 1/2"2'-10 1/2" B25C B12 B26 B18 B23 B10 B28 B3 B7 B16 B5B B9 B22 B25B 3 ' 0 " T Y P . 3 ' 4 " B19B19 B26 B24 B9 B21 B15 B27 B10 4 ' 0 " B1 B26 B1 B15 B25F A6025D 5A 5B 5C TYPE 5A: 3'-0" TYPE 5C: 5'-0" TYPE 5B: 3'-6" 1'-6"1'-6" TYPE 5A: 6'-0" T Y P E 5 A : 9 ' 0 " B2 36" FINISH TO FINISH CLEAR 3'-1" 3 6 " F I N I S H T O F I N I S H C L E A R 3 ' 1 " V A R I E S TYPE 5B: 7'-0" TYPE 5C: 8'-0" T Y P E 5 B : 6 ' 6 " T Y P E 5 C : 7 ' 0 " B8 B8 1 REMOVABLE CABINET FLOOR TILE START POINT B1 B25C B26 B17 B3 B7 B16 B21 B9 B10A B25B B25C REMOVABLE CABINET 3'-0" 3 ' 0 " T Y P . B5A 8 " 3 ' 8 " 5 1 / 2 " 2 ' 1 0 " 7 1/2" 3 ' 1 0 " 7 ' 0 " B22 B30 B30 B29 B29 B15 B19 B10A B11 B21 B21 B26 B25B B9 B3 B7 B16 B18 B23 B28 4 ' 0 " 3 ' 0 " T Y P . 3 ' 7 " 1'-4" CUSTOM MILLWORK RECESSED SHELF AT TYPE 5C BATHROOMS ONLY, WOOD FINISH TO MATCH VANITY CABINETRY B12A B5A 3 ' 4 " B27 B26 B21 B24 B11 B9 B15 B23 B10A B1 B15 B25F B26 3 ' 0 " T Y P . A6023C 3B 3A 3E A602 3D 1 ' 6 " 1 ' 6 " 6 ' 4 " B11 B2 9 ' 4 " 5'-6" 36" FINISH TO FINISH CLEAR 3'-1" 3 6 " F I N I S H T O F I N I S H C L E A R 3 ' 1 " B8 B8 1 1 R E M O V A B L E C A B I N E T 3 ' 2 " 3 ' 2 " B2 FLOOR TILE START POINT B1 B26 B17 B15 B25C B3 B7 B16A B22B22 3 ' 0 " T Y P . 8 " 3 ' 8 " 5 1 / 2 " 2 ' 1 0 " B30 B30 B29 B29 B29 B29 REMOVABLE CABINET 3'-2"3'-2" B15 B25F B21 B9 B26 B10A B1 B25B B25C B23 3 ' 0 " T Y P . B5A 3 ' 1 0 " 7 ' 0 " 7 1/2" B11 B19B19 B15 B10A B26 B25B B9 B21 B23 4 ' 0 " 3 ' 0 " T Y P . B12A B5A B21 B9 B11 B23 B10A B15 B27 B24 B26 B28 3 ' 4 " B3 B7 B16A1. PROVIDE GRAB BAR BLOCKING IN UNITS PER NEW YORK STATE BUILDING CODE, ANSI A117.1 2009 AND FHA GUIDELINES. 2. PROVIDE WALL BASE AND WALL FINISH BEHIND ALL REMOVABLE VANITY CABINETS. 3. REFER TO ENLARGED PLANS FOR LOCATION OF ANSI A TYPE UNITS. 4. CONTINUE WALL BASE BEHIND ALL VANITIES. 5. CONTINUE FLOOR TILE UNDER ALL VANITIES. ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION As indicated INTERIOR ELEVATIONS BATH A602 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT BATH KEYNOTES 1/2" = 1'-0" 4 BATH 4 PLAN 1/2" = 1'-0" 4A BATH 4 ELEVATION A 1/2" = 1'-0" 4B BATH 4 ELEVATION B 1/2" = 1'-0" 4C BATH 4 ELEVATION C 1/2" = 1'-0" 4D BATH 4 ELEVATION D 1/2" = 1'-0" 4.1 BATH 4.1 PLAN 1/2" = 1'-0" 4.1A BATH 4.1 ELEVATION A 1/2" = 1'-0" 4.1B BATH 4.1 ELEVATION B 1/2" = 1'-0" 4.1C BATH 4.1 ELEVATION C 1/2" = 1'-0" 4.1D BATH 4.1 ELEVATION D 1/2" = 1'-0" 5 BATH 5 PLAN -ANSI A 1/2" = 1'-0" 5A BATH 5 ELEVATION A 1/2" = 1'-0" 5B BATH 5 ELEVATION B 1/2" = 1'-0" 5C BATH 5 ELEVATION C 1/2" = 1'-0" 5D BATH 5 ELEVATION D BATHROOM TYPE 5A AS SHOWN IN UNIT: 20 BATHROOM TYPE 5B AS SHOWN IN UNIT: 09, 26 BATHROOM TYPE 5C AS SHOWN IN UNIT: 30 BATHROOM TYPE 4.1A AS SHOWN IN UNITS: 29 27 (5TH FLOOR) BATHROOM TYPE 4A AS SHOWN IN UNIT: 21 BATHROOM TYPE 4B AS SHOWN IN UNIT: 28 B1WATER CLOSET, American Standard Cadet 3 FloWise “2989.101”; concealed trapway; For Units 211-216 only - American Standard Yorkville VorMax "209AA137"; back outlet; For all toilets American Standard Transitional Luxury Seat w/ Slow Close & Everclean "5024A65G"; elongated B2VANITY SINK, Kohler Verticyl Rectangle K-2882 B3SINK FAUCET, Delta "Trinsic" Model 559LF-BLMPU B4BATHTUB, American Standard “Princeton”; alcove type; porcelain enameled steel (“Americast”) B5SHOWER & TUB SET, Delta "Trinsic" Model T14459-BL B5AANSI 'A' SHOWER SET, Delta "Trinsic" Model 1701-BL B5BSHOWER SET ONLY, Delta "Trinsic" Model T14259-BL B7VANITY COUNTERTOP, Silestone, Et Statuario, polished; .75"/2cm thick; basic eased edge B8FLOOR LVT, Shaw Hard Surface, "Intrepid Tile Plus", color Pebble, 12"x24" B9SHOWER WALLPANEL, Mincey Marble "TS-CS: 4X15 Stacked", 32"x85.5" & 62"x85.5" B10SHOWER BASE, Swan Corporation 32 x 48 in. Single Threshold SF03248MD.010 B10ATRANSFER SHOWER BASE - SEE DETAIL ON A600 - American Standard A8009D-FCO, Acrylic 38" x 38" w/ center drain B11FOLD-DOWN SHOWER SEAT @ ROLL-IN SHOWER - INSTALLED UPON REQUEST B12SHOWER DOOR, Coastal, Legend, 69"H B12ASHOWER DOOR @ ANSI TRANSFER SHOWER, Coastal, Legend 69" H B14LOW PROFILE LINEAR FLOOR DRAIN B154.5"H RUBBER WALL BASE B162'-7" H VANITY BASE CABINET, Italkraft M.C. LR65.SA B16A2'-7" H REMOVABLE VANITY CABINET @ ANSI 'A' BATHROOM, Italkraft M.C. LR65.SA B17VANITY MIRROR, 30" x 44" Mirror Image "30084 Jordan", metal frame w/ matte black finish B18TOILET PAPER HOLDER, Delta "Trinsic" Model 75950-BL B19TOWEL ROD, Delta "Trinsic" Model 759240-BL, 24" B20TUB/ SHOWER ROD, Ikea Avesjoen, Black 204.670.21 B21SCHLUTER TRIM, Schluter JOLLY, satin nickel finish B22VANITY LIGHT, Mod Creations Model No.5469 B23RECESSED SHOWER LIGHT AS SCHEDULED, SEE RCP'S B24BATHROOM DOOR, SEE PLANS & DOOR SCHEDULE B25AREQ'D BLOCKING FOR 12" GRAB BAR B25BREQ'D BLOCKING FOR 18" GRAB BAR B25CREQ'D BLOCKING FOR 24" GRAB BAR B25FREQ'D BLOCKING FOR 42" GRAB BAR B25HREQ'D BLOCKING FOR U-SHAPE BAR, 30" x 36" OVERALL X 16 GA. GALV. B26PAINT ON GWB WALL B27ROBE HOOK, Delta "Trinsic" Model 75935-BL B28RECEPTACLE WITH COVER PLATE B29DRAWER BASE CABINETS B306 5/16" FINGER PULLS, ZEN DESIGN, 'SOTTILE' MATTE BLACK BATHROOM TYPE 3A AS SHOWN IN UNIT: 18 1/2" = 1'-0" 3 BATH 3 PLAN -ANSI A 1/2" = 1'-0" 3A BATH 3 ELEVATION A 1/2" = 1'-0" 3B BATH 3 ELEVATION B 1/2" = 1'-0" 3C BATH 3 ELEVATION C 1/2" = 1'-0" 3D BATH 3 ELEVATION D 1/2" = 1'-0" 3E BATH 3 ELEVATION E 1 1 1 GENERAL NOTES 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 1 A603 7B 7A 7D 7C B11 B2 B8 B8 REMOVABLE CABINET 3'-3"1'-6 1/4"1'-6" 6'-3 1/4" 36" FINISH TO FINISH CLEAR 3'-1" 6'-11" A603 7E 1 36" FINISH TO FINISH CLEAR 3'-1" FLOOR TILE START POINT B1 B15 B17 B3B25C B26 B16A B7 3'-0" TYP. 8" 3'-8" 5 1/2" 2'-10" REMOVABLE CABINET 3'-3" B22 B30 B30 B29 B29 3'-0" TYP. B15 B26 B25B B11 B9 B10A B21 B18 B3 B7 B16A B23 B28 B12A 3'-4" B27 B24 B19 B15B10A B21 B25B B25C B9 B23 3'-0" TYP. 4'-0" B5A 3'-10" 7'-0" B26 B11 B15 B1 B25F B26 3'-0" TYP. A603 6A 6B 6D 6C A603 6F6E 1'-6"1'-6" REMOVABLE CABINET 3'-0". 36" FINISH TO FINISH CLEAR 3'-1" 7'-0 1/8" 3 6 " F I N I S H T O F I N I S H C L E A R 3 ' 1 " B2 9'-4 1/2" B8 B8 1 FLOOR TILE START POINT B1B15 B25C B17 B3 B7 B16A B9 B26 B21 B25B B23 8 " 3 ' 8 " 5 1 / 2 " 2 ' 1 0 " 3 ' 0 " T Y P . B12A B5A B10A B22 B30 B30 B29 B29 REMOVABLE CABINET 3'-0" 3 ' 0 " T Y P . B15 B3 B7 B16A B27 B26 B24 B18 B28 3 ' 4 " B19 B15 B27 B24 B26 4 ' 0 " B25F B1 B15 B26 3 ' 0 " T Y P . B9 B25B B25C B5A B23 B21 3 ' 0 " T Y P . B10A 3 ' 1 0 " 7 ' 0 " 7 1/2" B9 B11 B10A B10A B11 B21 B23 B9 1. PROVIDE GRAB BAR BLOCKING IN UNITS PER NEW YORK STATE BUILDING CODE, ANSI A117.1 2009 AND FHA GUIDELINES. 2. PROVIDE WALL BASE AND WALL FINISH BEHIND ALL REMOVABLE VANITY CABINETS. 3. REFER TO ENLARGED PLANS FOR LOCATION OF ANSI A TYPE UNITS. 4. CONTINUE WALL BASE BEHIND ALL VANITIES. 5. CONTINUE FLOOR TILE UNDER ALL VANITIES. ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION As indicated INTERIOR ELEVATIONS BATH A603 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT BATH KEYNOTES B1WATER CLOSET, American Standard Cadet 3 FloWise “2989.101”; concealed trapway; For Units 211-216 only - American Standard Yorkville VorMax "209AA137"; back outlet; For all toilets American Standard Transitional Luxury Seat w/ Slow Close & Everclean "5024A65G"; elongated B2VANITY SINK, Kohler Verticyl Rectangle K-2882 B3SINK FAUCET, Delta "Trinsic" Model 559LF-BLMPU B4BATHTUB, American Standard “Princeton”; alcove type; porcelain enameled steel (“Americast”) B5SHOWER & TUB SET, Delta "Trinsic" Model T14459-BL B5AANSI 'A' SHOWER SET, Delta "Trinsic" Model 1701-BL B5BSHOWER SET ONLY, Delta "Trinsic" Model T14259-BL B7VANITY COUNTERTOP, Silestone, Et Statuario, polished; .75"/2cm thick; basic eased edge B8FLOOR LVT, Shaw Hard Surface, "Intrepid Tile Plus", color Pebble, 12"x24" B9SHOWER WALLPANEL, Mincey Marble "TS-CS: 4X15 Stacked", 32"x85.5" & 62"x85.5" B10SHOWER BASE, Swan Corporation 32 x 48 in. Single Threshold SF03248MD.010 B10ATRANSFER SHOWER BASE - SEE DETAIL ON A600 - American Standard A8009D-FCO, Acrylic 38" x 38" w/ center drain B11FOLD-DOWN SHOWER SEAT @ ROLL-IN SHOWER - INSTALLED UPON REQUEST B12SHOWER DOOR, Coastal, Legend, 69"H B12ASHOWER DOOR @ ANSI TRANSFER SHOWER, Coastal, Legend 69" H B14LOW PROFILE LINEAR FLOOR DRAIN B154.5"H RUBBER WALL BASE B162'-7" H VANITY BASE CABINET, Italkraft M.C. LR65.SA B16A2'-7" H REMOVABLE VANITY CABINET @ ANSI 'A' BATHROOM, Italkraft M.C. LR65.SA B17VANITY MIRROR, 30" x 44" Mirror Image "30084 Jordan", metal frame w/ matte black finish B18TOILET PAPER HOLDER, Delta "Trinsic" Model 75950-BL B19TOWEL ROD, Delta "Trinsic" Model 759240-BL, 24" B20TUB/ SHOWER ROD, Ikea Avesjoen, Black 204.670.21 B21SCHLUTER TRIM, Schluter JOLLY, satin nickel finish B22VANITY LIGHT, Mod Creations Model No.5469 B23RECESSED SHOWER LIGHT AS SCHEDULED, SEE RCP'S B24BATHROOM DOOR, SEE PLANS & DOOR SCHEDULE B25AREQ'D BLOCKING FOR 12" GRAB BAR B25BREQ'D BLOCKING FOR 18" GRAB BAR B25CREQ'D BLOCKING FOR 24" GRAB BAR B25FREQ'D BLOCKING FOR 42" GRAB BAR B25HREQ'D BLOCKING FOR U-SHAPE BAR, 30" x 36" OVERALL X 16 GA. GALV. B26PAINT ON GWB WALL B27ROBE HOOK, Delta "Trinsic" Model 75935-BL B28RECEPTACLE WITH COVER PLATE B29DRAWER BASE CABINETS B306 5/16" FINGER PULLS, ZEN DESIGN, 'SOTTILE' MATTE BLACK 1/2" = 1'-0" 7 BATH 7 PLAN -ANSI A 1/2" = 1'-0" 7A BATH 7 ELEVATION A 1/2" = 1'-0" 7B BATH 7 ELEVATION B 1/2" = 1'-0" 7C BATH 7 ELEVATION C 1/2" = 1'-0" 7D BATH 7 ELEVATION D BATHROOM TYPE 7A AS SHOWN IN UNIT: 34 BATHROOM TYPE 6A AS SHOWN IN UNIT: 19 1/2" = 1'-0" 6 BATH 6 PLAN -ANSI A 1/2" = 1'-0" 6A BATH 6 ELEVATION A 1/2" = 1'-0" 6B BATH 6 ELEVATION B 1/2" = 1'-0" 6C BATH 6 ELEVATION C 1/2" = 1'-0" 6D BATH 6 ELEVATION D 1/2" = 1'-0" 6E BATH 6 ELEVATION E 1/2" = 1'-0" 6F BATH 6 ELEVATION F 1/2" = 1'-0" 7E BATH 7 ELEVATION E 1 1 1 GENERAL NOTES 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 1 A6103C 3A 3B 6'-6" 6'-10 3/8" 5'-0" 1'-0" 2'-1" K20 1'-0" K3 K1 K6 K4 K5 K2 K14 K8 K7 K11 K13A K13C K13A K13A K13A K18 K13A K10K10 3'-0"1'-6"3'-6" TYPE 2C: 15" PANTRY TYPE 2A: NO PANTRY TYPE 2B: NO PANTRY TYPE 2C: 15" TYPE 2A: 3 1/4" FILLER TYPE 2B: 9"30" TYPE 2C: 12" TYPE 2A: 9" TYPE 2B: 6" 30"24"3"3/4"30"3/4" 3/4" 30" REF. 3/4" 3" DW 24" 30" TYPE 2C: 12" TYPE 2A: 9" TYPE 2B: 6" RANGE 30" TYPE 2C: 15" TYPE 2A: 3 1/4" FILLER TYPE 2B: 9" TYPE 2C: 15" PANTRY TYPE: 2A: NO PANTRY TYPE: 2B: NO PANTRY K17 K17 K16 K16 A610 2B K3 TYPE 2A: 10'-10 3/4"TYPE 2A: NO PANTRY 2'-1" 1'-0" TYPE 2B: 11'-1 1/2"TYPE 2B: NO PANTRY TYPE 2C: 12'-1 1/2"TYPE 2C: 1'-3" PANTRY 3/4" 15" 30" 24" DW 24" REMOVEABLE CABINET 30"3" K6 K7 K2K8 K11 K18 K13AK13A K13A K13A 3'-0"1'-6"3'-6" K17 K17 3"9"24"24" RANGE 41"12" K4 K2 K7 K8 K8 K9 K9 K10 3'-6" 1'-6" 3'-0" K5 K13A K13A 2"9"24"12"24"42" K13A K13AK13A K9 K12 K12 K17 K1 5/8"30" REF.5/8" 2'-0" 6'-0" K13C 1/2"30"1/2" A610 4B 4A K3 9'-7 1/4" 9'-7 1/4" 2'-1" 1'-0" 3'-6" 1'-6" 3'-0" 3/4" 30" 3/4" 2 1/2" 12" 30" 24" 3 1/2" 3/4" 30" REF. 3/4" 2 1/2" 12" 30" 12" 2 1/2" K1 K2 K7 K18 K13C K10 K11 K13AK13AK13A K13C K17 K17 1/4"18" RANGE 30"15" DW 24"3" 1/4"18"30"15"24"15"1" K6 K4 K2 K5 K7 K8 K9K9 K13A K13AK13AK13A K13A 3'-6" 1'-6" 3'-0" K17 A610 1A1B K3 K20 1'-0" 2'-1" 9'-3" 3'-6" 1'-6" 3'-0" K4 K5 K6 K2 K7 K18 K8 K11 K10K10 K13AK13AK13A K13A K13A 3" DW 24"30"12" RANGE 30"12" 3"24"30"12"30"12" K12 K17 K17 K16 K16 K16 K1 K13C 2'-0" 6'-0" 5/8"30" REF.5/8" 1/2"30"1/2" 1. IN UNITS WITH REMOVABLE BASE CABINETS, FLOORING TO CONTINUE UNDER REMOVABLE BASE CABINETS AT SINK. PROVIDE WALL BASE AND WALL FINISH BEHIND ALL CABINETRY. 2. IN ALL UNITS, FLOOR FINISH TO CONTINUE UNDER TOE KICK AND 1" PAST BACK OF TOE KICK. 3. CONTINUE FLOOR FINISH UNDER ALL APPLIANCES. ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION As indicated INTERIOR ELEVATIONS KITCHENS A610 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT KITCHEN KEYNOTES 1/2" = 1'-0" 3 KITCHEN 3 PLAN 1/2" = 1'-0" 2B KITCHEN 2 ELEVATION A 1/2" = 1'-0" 2 KITCHEN 2 PLAN 1/2" = 1'-0" 3A KITCHEN 3 ELEVATION A 1/2" = 1'-0" 3B KITCHEN 3 ELEVATION B 1/2" = 1'-0" 3C KITCHEN 3 ELEVATION C 1/2" = 1'-0" 4 KITCHEN 4 PLAN 1/2" = 1'-0" 4A KITCHEN 4 ELEVATION A 1/2" = 1'-0" 4B KITCHEN 4 ELEVATION B K1REFRIGERATOR, GDE21ESKSS K2KITCHEN FAUCET, Delta "Trinsic" Model 4159-BL-DST; with pull out sprayer w/ Delta Adapter-Aerator-Water-Efficient-1.8 GPM To 1.5 GPM "RP61607" K3KITCHEN SINK, Elkay - Crosstown EFRU211510T Undermount Stainless Steel 23 1/2 in. Kitchen Sink K430"W ELECTRIC RANGE, GE JB645RKSS K530" W MICROWAVE, GE JVM6175SKSS K624"W DISHWASHER, GE GDT605PSMSS K7COUNTERTOP, Silestone Et Statuario, polished; .75"/2cm thick; basic eased edge K8BACKSPLASH WALL PANEL, Mincey Marble "TS-CS: 4X15 Stacked", various lengthsx18", refer to kitchen elevations K9BASE CABINET, Italkraft M.C. LR65.SA K10DRAWER BASE CABINET, Italkraft M.C. LR65.SA K11SINK BASE CABINET, Italkraft M.C. LR65.SA K12SCHLUTER TRIM, Schluter JOLLY, satin nickel finish K13AWALL CABINET 12" DEPTH, Italkraft P.P. 4303.HG K13CWALL CABINET 24" DEPTH, Italkraft P.P. 4303.HG K13DWALL CABINET 30" DEPTH, Italkraft P.P. 4303.HG K14FULL HEIGHT PANTRY, WIDTH & DEPTH VARIES, SEE PLANS & ELEVATIONS, Italkraft M.C. LR65.SA K16FILLER, FINISH TO MATCH ADJACENT CABINETS, Italkraft M.C. LR65.SA K176 5/16" FINGER PULLS, ZEN DESIGN, 'SOTTILE' MATTE BLACK K18FOOD WASTE DISPOSER, INSINKERATOR 1/2 HP BADGER 5 CONTINUOUS FEED GARBAGE DISPOSAL K20STACKED WASHER/DRYER, SAMSUNG WW22K6800AW (provide overflow pan - not connected to a drain - under all machines) & SAMSUNG DV22N6800HW 1/2" = 1'-0" 1 KITCHEN 1 PLAN 1/2" = 1'-0" 1A KITCHEN 1 ELEVATION A 1/2" = 1'-0" 1B KITCHEN 1 ELEVATION B TYPE 2AIN UNIT: 19 TYPE 2BIN UNIT: 20 TYPE 2CIN UNITS: 01, 06, 09, 18, 26, 28, 31, 34 TYPE 1IN UNITS: 222-225 TYPE 3IN UNITS: 02-04, 11-17, 32-33, 22-25 (3RD, 4TH, & 5TH FLOORS) TYPE 4IN UNIT: 10 GENERAL NOTES 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 A6115B 5A K3 7'-10" 2'-0 3/4" 11 3/4" 9'-0 3/4" K1 K4 K8 K5 3'-6" 1'-6" 3'-0" K2 K7 K13A K13A 1" 21" 30" 12" 1 1/2" 3/4" 30" 3/4" K13A 1" 9" RANGE 2'-6" 1'-0" 1 3/8" 3/4" 30" REF. 3/4" K9K9 K13C K17 K18 K11 K6 K2K7 K8 K13A K13A K13A 3'-6" 1'-6" 3'-0" 1"12"9"30"24"6" 9"30" DW 24"6" K9 K17 K17 K16 K16 A611 8B8A K3 ALL TYPES: 3'-2" TYPE 8A: 5'-9" TYPE 8B: 8'-6" TYPE 8C: 7'-10" TYPE 8A: 8'-10 1/2" TYPE 8B: 11-1 1/4" TYPE 8C: 7'-11 3/4" TYPE 8C: 2 14" + 12" TYPE 8A: 3/4" TYPE 8B: 3/4" + 12" DW 24"30" TYPE 8C: 24" TYPE 8A: 12" TYPE 8B: 24" + 9" TYPE 8C: 0" TYPE 8A: 1 1/4" TYPE 8B: 2" K7 K2 K6K11 3'-0" K18 K17 K17 TYPE 8C: 2 1/4" TYPE 8A: 1 1/2" TYPE 8B: 0" TYPE 8C: 15" TYPE 8A: 21" TYPE 8B: 36"30" TYPE 8C: 15" TYPE 8A: 21" TYPE 8B: 36" TYPE 8C: 2 1/4" TYPE 8A: 1 1/2" TYPE 8B: 0" 3/4"30"3/4" TYPE 8C: 2 1/4" TYPE 8A: 1 1/2" TYPE 8B: 0" TYPE 8C: 15" TYPE 8A: 21" TYPE 8B: 36" RANGE 30" TYPE 8C: 15" TYPE 8A: 21" TYPE 8B: 36" TYPE 8C: 2 1/4" TYPE 8A: 1 1/2" TYPE 8B: 0" 3/4"30" REF.3/4" 3'-6" 1'-6" 3'-0" K1 K4 K5 K7 K8 K10 K10 K13A K13A K13AK13D K17 K17 A611 7B 7A ALL TYPES: 7'-0" ISLAND TYPE 7B, 7C, 7D & 7E: NO PANTRY TYPE 7A: 1'-3" PANTRY TYPE 7A & 7B: 8'-9 1/2" K3 TYPE 7C: 9'-2 1/2" TYPE 7D: 9'-1 1/2" TYPE 7E: 10'-6 1/8" 2'-1" 1'-0" TYPE 7A, 7C & 7D: 3'-2" TYPE 7E: 3'-4" TYPE 7B: 3'-6" 2'-6" 2" DW 24"30"24"2" K7 K18 K9 K11 K6 K2 3'-0" K17 K17 3'-0"1'-6"3'-6" 3/4"30" REF.3/4" TYPE 7D: 0" TYPE 7A & 7B: 1" TYPE 7C: 1/2" TYPE 7C & 7D: 24" TYPE 7A & 7B: 21" RANGE 30" TYPE 7C & 7D: 24" TYPE 7A & 7B: 21" TYPE 7D: 0" TYPE 7A & 7B: 1" TYPE 7C: 1/2" TYPE 7B, 7C, 7D & 7E: NO PANTRY TYPE 7A: 15" PANTRY TYPE 7B, 7C, 7D & 7E: NO PANTRY TYPE 7A: 15" PANTRY TYPE 7D: 0" TYPE 7A & 7B: 1" TYPE 7C: 1/2" TYPE 7C & 7D: 24" TYPE 7A & 7B: 21" 30" TYPE 7C & 7D: 24" TYPE 7A & 7B: 21" TYPE 7D: 0" TYPE 7A & 7B: 1" TYPE 7C: 1/2" 3/4" 30" 3/4" K1 K4 K14 K5 K10 K10 K7K8 K13A K13A K13A K13C TYPE 7E: 2 3/8" TYPE 7E: 2 1/4" TYPE 7E: 2 1/4" TYPE 7E: 2 3/8" TYPE 7E: 15" + 15" TYPE 7E: 15" + 15" TYPE 7E: 15" + 15" TYPE 7E: 15" + 15" K12 K17 K17 A611 6B 6A 6'-7" 12'-9 3/4" 2'-1" 1'-0" K3 3'-6" 1'-6" 3'-0" 3/4"30"3/4"9"24"30"24"18"5 1/4" 3/4" REF. 30"3/4"9" DW 24"30"24"9"1 3/4" K1 K2 K6 K8 K11K9 K13C K13AK13AK13AK13A K18 K9 K13A K9 K17 K17 K16 K7 1"12" RANGE 30"12" 3'-0"1'-6"3'-6" 12" 30" 24" 1" K2K8 K7 K4 K5 K10 K10 K13A K13A K13A K12 K17 K17 1. IN UNITS WITH REMOVABLE BASE CABINETS, FLOORING TO CONTINUE UNDER REMOVABLE BASE CABINETS AT SINK. PROVIDE WALL BASE AND WALL FINISH BEHIND ALL CABINETRY. 2. IN ALL UNITS, FLOOR FINISH TO CONTINUE UNDER TOE KICK AND 1" PAST BACK OF TOE KICK. 3. CONTINUE FLOOR FINISH UNDER ALL APPLIANCES. ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION As indicated INTERIOR ELEVATIONS KITCHENS A611 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/2" = 1'-0" 5 KITCHEN 5 PLAN KITCHEN KEYNOTES 1/2" = 1'-0" 5A KITCHEN 5 ELEVATION A 1/2" = 1'-0" 5B KITCHEN 5 ELEVATION B 1/2" = 1'-0" 8 KITCHEN 8 PLAN 1/2" = 1'-0" 8A KITCHEN 8 ELEVATION A 1/2" = 1'-0" 8B KITCHEN 8 ELEVATION B 1/2" = 1'-0" 7 KITCHEN 7 PLAN 1/2" = 1'-0" 7A KITCHEN 7 ELEVATION A 1/2" = 1'-0" 7B KITCHEN 7 ELEVATION B K1REFRIGERATOR, GDE21ESKSS K2KITCHEN FAUCET, Delta "Trinsic" Model 4159-BL-DST; with pull out sprayer w/ Delta Adapter-Aerator-Water-Efficient-1.8 GPM To 1.5 GPM "RP61607" K3KITCHEN SINK, Elkay - Crosstown EFRU211510T Undermount Stainless Steel 23 1/2 in. Kitchen Sink K430"W ELECTRIC RANGE, GE JB645RKSS K530" W MICROWAVE, GE JVM6175SKSS K624"W DISHWASHER, GE GDT605PSMSS K7COUNTERTOP, Silestone Et Statuario, polished; .75"/2cm thick; basic eased edge K8BACKSPLASH WALL PANEL, Mincey Marble "TS-CS: 4X15 Stacked", various lengthsx18", refer to kitchen elevations K9BASE CABINET, Italkraft M.C. LR65.SA K10DRAWER BASE CABINET, Italkraft M.C. LR65.SA K11SINK BASE CABINET, Italkraft M.C. LR65.SA K12SCHLUTER TRIM, Schluter JOLLY, satin nickel finish K13AWALL CABINET 12" DEPTH, Italkraft P.P. 4303.HG K13CWALL CABINET 24" DEPTH, Italkraft P.P. 4303.HG K13DWALL CABINET 30" DEPTH, Italkraft P.P. 4303.HG K14FULL HEIGHT PANTRY, WIDTH & DEPTH VARIES, SEE PLANS & ELEVATIONS, Italkraft M.C. LR65.SA K16FILLER, FINISH TO MATCH ADJACENT CABINETS, Italkraft M.C. LR65.SA K176 5/16" FINGER PULLS, ZEN DESIGN, 'SOTTILE' MATTE BLACK K18FOOD WASTE DISPOSER, INSINKERATOR 1/2 HP BADGER 5 CONTINUOUS FEED GARBAGE DISPOSAL K20STACKED WASHER/DRYER, SAMSUNG WW22K6800AW (provide overflow pan - not connected to a drain - under all machines) & SAMSUNG DV22N6800HW TYPE 5IN UNIT: 30 TYPE 7AIN UNIT: 07 TYPE 7BIN UNIT: 08 TYPE 7CIN UNIT: 21 TYPE 7DIN UNIT: 27 TYPE 7EIN UNIT: 22 (4TH & 5TH FLOORS) TYPE 8AIN UNIT: 29 TYPE 8BIN UNIT: 27 (5TH FLOOR) TYPE 8CIN UNIT: 30 (5TH FLOOR) 1/2" = 1'-0" 6 KITCHEN 6 PLAN 1/2" = 1'-0" 6A KITCHEN 6 ELEVATION A 1/2" = 1'-0" 6B KITCHEN 6 ELEVATION B TYPE 6IN UNIT: 20 (4TH & 5TH FLOORS) GENERAL NOTES 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 INTERIOR PARTION AS SCHEDULED FLOORING AS SCHEDULED TYPICAL UNIT BASE 3/4" THICK MDF BASE, PRIMED FOR PAINT A701 2A 7'-0" A.F.F. FIXED 16" SHELF W/ HANGING ROD 2'-0" 2'-0" VERTICAL SUPPORTS PLACED 24" MAX APART A701 3B 3A 2'-0" 2'-0" 2'-0" 2'-0" FIXED 16" SHELF W/ HANGING ROD 12" SHELVES FIXED 16" SHELF W/ HANGING ROD 2'-0" 2'-0" VERTICAL SUPPORTS PLACED 24" MAX APART 7'-0" A.F.F. 3'-4" A.F.F. ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION As indicated INTERIOR DETAILS A701 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 103.11.2021100% CONSTRUCTION DOCUMENT SET 3" = 1'-0" 1 BASE SECTION DETAIL 1 1/2" = 1'-0" 2 TYPICAL CLOSET LESS THAN 6' LONG 1" = 1'-0" 2A TYPICAL CLOSET LESS THAN 6' LONG ELEVATION CLOSETMAID SHELFTRACK WIRE SHELVING HANGING SYSTEM. SEE MANUFACTURER'S GUIDE FOR INSTALLATON. 1/2" = 1'-0" 3 TYPICAL CLOSET MORE THAN 6' LONG & WALK-IN CLOSET 1" = 1'-0" 3B TYPICAL CLOSET MORE THAN 6' LONG & WALK-IN CLOSET ELEVATION A 1" = 1'-0" 3A TYPICAL CLOSET MORE THAN 6' LONG & WALK-IN CLOSET ELEVATION B CLOSETMAID SHELFTRACK WIRE SHELVING HANGING MODULAR SYSTEM. SEE MANUFACTURER'S GUIDE FOR INSTALLATON. 1. DO NOT FASTEN PARTITION STUDS AND GYPSUM BOARD TO METAL CEILING RUNNER AT TOP OF PARTITION IN ORDER TO ALLOW FOR STRUCTURAL DEFLECTION. 2. PROVIDE BRACING WHERE PARTITION HEIGHT EXCEEDS MANUFACTURER'S ALLOWABLE HEIGHT. DO NOT BRACE TO DUCTWORK OR OTHER SUCH COMPONENTS. 3. FIRE AND/OR SMOKE RESISTANT RATINGS ARE TO CONTINUE ABOVE ALL OPENINGS IN RATED PARTITIONS. ALL RATED WALLS ARE TO BE CONTINUOUS FROM THE TOP OF THE FLOOR SLAB TO THE UNDERSIDE OF THE STRUCTURAL FLOOR ABOVE. 4. ELECTRICAL RECEPTACLES SHALL NOT BE LOCATED IN FIRE RATED PARTITIONS IN EXCESS OF TWO HOURS. 5. THE SURFACE AREA OF INDIVIDUAL METALLIC OUTLET OR SWITCH BOXES IN FIRE RATED PARTITIONS SHALL NOT EXCEED 16 SQ. IN. THE AGGREGATE SURFACE AREA OF BOXES SHALL NOT EXCEED 100 SQ. IN. PER 100 SQ. FT. OF WALL AREA. A HORIZONTAL DISTANCE OF 24 IN. SHALL SEPARATE BOXES LOCATED ON OPPOSITE SIDES OF FIRE RATED PARTITIONS. 6. BOXES LOCATED IN CORRIDOR AND UNIT DEMISING PARTITIONS SHALL BE TREATED WITH ACOUSTICAL SEALANT AROUND PERIMETER AND BEHIND EACH BOX (FULL CLOSURE BED). IN ADDITION, OUTLET AND JUNCTION BOXES SHALL BE SEPARATED BY A METAL STUD BETWEEN THEM IN THE PARTITION. 7. COMPLETELY SEAL WITH CONTINUOUS ACOUSTICAL SEALANT ALL PARTITION HEADS, BASES, AND ENDS, PLUS SEAL ALL PENETRATIONS, INCLUDING BUT NOT LIMITED TO MECHANICAL, ELECTRICAL, AND PLUMBING WORK. 8. SOUND ATTENUATION BLANKETS ARE TO BE INSTALLED IN ALL PARTITIONS SEPARATING PUBLIC FROM PRIVATE AREAS AND WHERE NOISE CAN BE TRANSMITTED. EXTEND BLANKETS FULL HEIGHT OF PARTITION UP TO BOTTOM OF STRUCTURE, INSTALLED IN TIGHT, COMPRESSION FIT TO STUDS, STRUCTURE AND ADJACENT SURFACES. 9. FINAL LOCATION AND PLACEMENT OF MEPFP ITEMS (BOTH HORIZONTAL AND VERTICAL) SHALL BE COORDINATED SUCH THAT THEY DO NOT TOUCH STUD PARTITION ASSEMBLIES AND CREATE AN ACOUSTICAL PROBLEM SUCH AS VIBRATION, IMPACT NOISE, ETC. 10. PROVIDE FIRE RETARDANT WOOD BLOCKING IN METAL STUD PARTITIONS AS REQUIRED FOR SUPPORT AND/OR INSTALLATION OF DOOR FRAMES, MOULDINGS, MILLWORK, WALL PANELS, HANDRAILS, GRAB BARS, WINDOW TREATMENTS, AND ALL OTHER WALL MOUNTED ITEMS. 11. PROVIDE FIRE RETARDANT TREATED PLYWOOD BACKER BOARDS ON WALLS IN ELECTRICAL ROOM AND TELEPHONE CLOSETS AT ALL PANEL AND EQUIPMENT LOCATIONS. 12. ALL WOOD BLOCKING USED IN PARTITIONS SHALL BE FIRE RETARDANT TREATED. 13. WATER RESISTANT GYPSUM BOARD SHALL BE USED FOR THE FULL HEIGHT OF PARTITION CONSTRUCTION AT BATHROOMS, KITCHENS, AND PARTITIONS WHICH CONTAIN PLUMBING FIXTURES (SUCH AS WET WALLS AND WALLS ADJACENT TO AND BEHIND PLUMBING FIXTURES) U.N.O. 14. COATED GLASS MAT BACKER BOARD SHALL BE USED AT PARTITIONS WITH TILE FINISH. 15. USE GALVANIZED METAL CORNER BEADS AND EDGE TRIMS IN ALL EXPOSED WORK, POSITIVELY ATTACHED WITH FASTENERS. INSTALL FINISHED 'J'-BEAD EDGE AT TOP OF GYPSUM BOARD PANELS TERMINATING AT FACE OF CONCRETE CEILINGS TO ALLOW FOR SEALANT. 16. TAPE AND APPLY JOINT COMPOUND TO ALL INTERIOR CORNERS AND MOVEMENT CONTROL JOINTS IN GYPSUM BOARD PARTITIONS U.N.O. 17. PROVIDE VERTICAL CONTROL JOINTS IN GYPSUM BOARD FOR ANY UNINTERRUPTED PARTITION LENGTH AT 30'-0" O.C. IN THE HORIZONTAL DIRECTION WHERE INDICATED OR AS REQUIRED. VERIFY LOCATIONS WITH ARCHITECT BEFORE INSTALLATION. 18. ALL MASONRY PARTITIONS THAT EXTEND BETWEEN STRUCTURAL CONCRETE COLUMNS AND/OR SHEAR WALLS SHALL HAVE VERTICAL SEALANT JOINTS BETWEEN CONCRETE AND MASONRY. 19. ALL FIRESAFED MASONRY PARTITIONS SHALL HAVE CONTINUOUS FIRESAFING OF DENSITY AS SPECIFIED. PROVIDE CONTINUOUS JOINT FILLER AND ELASTOMERIC SEALANT AT THE TOP OF THE WALL AND UNDERSIDE OF STRUCTURE. 20. INTERSECTIONS OF MASONRY PARTITIONS SHALL BE CONSTRUCTED BY INTERLOCKING ALTERNATE COURSES OF MASONRY AND INSTALLING METAL TIES, RIGID ANCHORS, OR PREFABRICATED JOINT REINFORCEMENT. 21. COORDINATE LOCATIONS OF ALL OPENINGS REQUIRED IN MASONRY PARTITIONS WITH ARCHITECTURAL, STRUCTURAL AND MEP DRAWINGS. REFER TO STRUCTURAL DRAWINGS FOR LINTEL SCHEDULE AND REINFORCING SCHEDULE. 22. PROVIDE AND COORDINATE LOCATIONS OF PIPE PROTECTION TO BE INSTALLED IN PARTITIONS TO PREVENT FUTURE DAMAGE TO MEP PIPING RISERS WITHIN. 23. PROVIDE AND COORDINATE LOCATIONS OF ADDITIONAL BLOCKING AS REQ'D IN PARTITIONS FOR PREWIRED SWITCHES, OUTLETS, OR OTHER ELECTRICAL DEVICES. 24. BATT INSULATION MUST BE INSTALLED PROPERLY USING SPLICES TO SURROUND WIRES, ELECTRICAL OUTLET/SWITCH/JUNCTION BOXES, PIPES, AND OTHER OBSTRUCTIONS WITHIN THE INSULATED CAVITY. INSULATION MUST BE INSTALLED SUCH THAT IT ACHIEVES A RESNET-DEFINED GRADE 1 INSTALLATION. GRADE 1 INSTALLATION REQUIRES THAT INSULATION MATERIAL SHOULD UNIFORMLY FILL WALL CAVITIES, FILLING EACH CAVITY FROM SIDE TO SIDE AND TOP TO BOTTOM, WITHOUT GAPS OR VOIDS AROUND OBSTRUCTIONS. 2" VARIES VARIES HEAD PLAN BASE ADJACENT STRUCTURE OR WALL STRUCTURE BELOW 1/2" GYPSUM BOARD WOOD STUD CEILING AS SCHEDULED STRUCTURE ABOVE HEAD PLAN BASE STRUCTURE BELOW WOOD STUD STRUCTURE ABOVE VARIES 1/2" GYPSUM BOARD EACH SIDE 1/2" CONT. SEALANT EACH SIDE 2" VARIES VARIES HEAD PLAN BASEADJACENT STRUCTURE OR WALL STRUCTURE BELOW 1/2" GYPSUM BOARD METAL STUD CEILING AS SCHEDULED STRUCTURE ABOVE DEFLECTION TRACK 1 1 HEAD PLAN BASE STRUCTURE BELOW METAL STUD STRUCTURE ABOVE 4 5/8" 1/2" GYPSUM BOARD EACH SIDE 1/2" CONT. SEALANT EACH SIDE DEFLECTION TRACK 1 1 HEAD PLAN BASE STRUCTURE BELOW METAL STUD STRUCTURE ABOVE 1/2" CONT. SEALANT EACH SIDE 2 LAYERS 1/2" TYPE C GYPSUM BOARD 3/8" CONT. SOUND SEALANT EACH SIDE 2 3/4" (0.30PCF) FIBERGLASS INSULATION FRICTION FIT IN CAVITY 1 LAYER 1/2" TYPE C GYPSUM BOARD VARIES LIMP 1/8" MASS LOADED VINYL FASTENED TO STUDS LIMP 1/8" MASS LOADED VINYL FASTENED TO STUDS DEFLECTION TRACK 1 HEAD PLAN BASE STRUCTURE BELOW METAL C-H STUD STRUCTURE ABOVE VARIES (2) LAYERS 1/2" TYPE C GYPSUM BOARD DO NOT FASTEN STUDS TO TOP RUNNER METAL J-RUNNER 1/2" CONTINUOUS SEALANT 3/8" CONT. SEALANT METAL J RUNNER 1" GYPSUM BOARD SHAFT LINER UL APPROVED BATT INSULATION AT TYPE 23B HEAD PLAN BASE STRUCTURE OR CURB BELOW #4 VERTICAL REINFORCING BAR @ 48" O.C. IN WALLS FROM 14' TO 17' HIGH STRUCTURE ABOVE FIRESAFING INSULATION CONCRETE MASONRY UNIT HORIZONTAL JOINT REINFORCING @ 16" O.C. VARIES HEAD PLAN BASE STRUCTURE OR CURB BELOW #4 VERTICAL REINFORCING BAR @ 48" O.C. IN WALLS FROM 14' TO 17' HIGH STRUCTURE ABOVE CONT. SEALANT WITH BACKER ROD FIRESAFING INSULATION CONCRETE MASONRY UNIT GROUT CELLS SOLID @ 48" O.C. IN WALLS FROM 14' TO 17' HIGH HORIZONTAL JOINT REINFORCING @ 16" O.C. VARIES VARIES BATT INSULATION METAL STUD (1) LAYER 1/2" GYPSUM BOARD 3/8" CONTINUOUS SEALANT HEAD PLAN BASE STRUCTURE BELOW WOOD STUD STRUCTURE ABOVE 1/2" CONT. SEALANT EACH SIDE 1 LAYER 1/2" RESILIENT CHANNEL 3/8" CONT. SOUND SEALANT EACH SIDE 3" (2.0 OR 2.3 PCF) MINERAL FIBER INSULATION IN CAVITY 1 LAYER 5/8" TYPE X GYPSUM BOARD VARIES 2" HEAD PLAN BASEADJACENT STRUCTURE OR WALL STRUCTURE BELOW 1/2" GYPSUM BOARD, TYPE C 5/8" GYPSUM SHEATHING CEILING AS SCHEDULED STRUCTURE ABOVE 3 5/8" METAL STUD 2" RIGID INSULATION DEFLECTION TRACK 1 6 3/4" HEAD PLAN BASE STRUCTURE BELOW WOOD STUD STRUCTURE ABOVE 1/2" CONT. SEALANT EACH SIDE 3/8" CONT. SOUND SEALANT EACH SIDE 6" (2.0 OR 2.3 PCF) MINERAL FIBER INSULATION IN CAVITY 1 LAYER 5/8" TYPE X GYPSUM BOARD 1 LAYER 1/2" ACOUSTICALLY ENHANCED GYPSUM BOARD (SOUNDBREAK XP OR SIM.) 7 1/4" HEAD PLAN BASE STRUCTURE BELOW WOOD STUD STRUCTURE ABOVE 1/2" CONT. SEALANT EACH SIDE 3/8" CONT. SOUND SEALANT EACH SIDE 6" (2.0 OR 2.3 PCF) MINERAL FIBER INSULATION IN CAVITY 1 LAYER 5/8" TYPE X GYPSUM BOARD 1 LAYER 1/2" ACOUSTICALLY ENHANCED GYPSUM BOARD (SOUNDBREAK XP OR SIM.) 7/16" PLYWOOD 7 1/16" HEAD PLAN BASE STRUCTURE BELOW METAL STUD STRUCTURE ABOVE 5 5/8" 1/2" CONT. SEALANT EACH SIDE DO NOT FASTEN STUDS TO TOP RUNNER 2 LAYERS 1/2" TYPE C GYPSUM BOARD EACH SIDE 3/8" CONT. SEALANT EACH SIDE 3 1/2" MIN. FIBERGLASS BATT INSULATION DEFLECTION TRACK 1 HEAD PLAN BASE STRUCTURE BELOW WOOD STUD STRUCTURE ABOVE 1/2" CONT. SEALANT EACH SIDE 3/8" CONT. SOUND SEALANT EACH SIDE 6" (2.0 OR 2.3 PCF) MINERAL FIBER INSULATION IN CAVITY 1 LAYER 5/8" TYPE X GYPSUM BOARD 7/16" PLYWOOD SHEATHING 1 LAYER 1/2" RESILIENT CHANNEL 7 11/16" HEAD PLAN BASE STRUCTURE BELOW WOOD STUD STRUCTURE ABOVE 1/2" CONT. SEALANT EACH SIDE 3/8" CONT. SOUND SEALANT EACH SIDE 6" (2.0 OR 2.3 PCF) MINERAL FIBER INSULATION IN CAVITY 1 LAYER 5/8" TYPE X GYPSUM BOARD 2 LAYER 5/8" TYPE X GYPSUM BOARD 1 LAYER 1/2" RESILIENT CHANNEL 7 7/8" ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATE DESCRIPTION 1 1/2" = 1'-0" PARTITION SCHEDULE A801 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT PARTITION TYPES 1 1/2" = 1'-0" W1 TYPE W1 - INTERIOR FURRED DRYWALL PARTITION 1 1/2" = 1'-0" W2 TYPE W2 - TYPICAL DRYWALL PARTITION Type Width Stud Size Fire Rating Fire Rating Assembly Sound Insulat ion STC Rating Sound Rating Assembly Type Comments 4 1/8" 1 5/8" NR No 1 5/8" 25 GA MTL STUD @ 24" O.C. 1A 1 3/8" 7/8" NR No 7/8" HAT CHANNEL @ 24" O.C. 1B 2 1/8" 1 5/8" NR No 1 5/8" 25 GA MTL STUD @ 24" O.C. 1C 3" 2 1/2" NR No 2 1/2" 25 GA MTL STUD @ 24" O.C. 1D 4 1/8" 3 5/8" NR No 3 5/8" 25 GA STUD @ 24" O.C. Type Width Stud Size Fire Rating Fire Rating Assembly Sound Insulat ion STC Rating Sound Rating Assembly Type Comments W1B 2" 1 1/2" NR No 2x2 WOOD FURRING @ 24" O.C. W1D 4" 3 1/2" NR No 2x4 WOOD STUD @ 24" O.C. Type Width Stud Size Fire Rating Fire Rating Assembly Sound Insulat ion STC Rating Sound Rating Assembly Type Comments W2A 4 1/2" 3 1/2" NR No 2x4 WOOD STUD @ 16" O.C. W2B 6 1/2" 5 1/2" NR No 2x6 WOOD STUD @ 16" O.C. Type Width Stud Size Fire Rating Fire Rating Assembly Sound Insulat ion STC Rating Sound Rating Assembly Type Comments 2B 4 5/8" 3 5/8" NR No 3 5/8" 20 GA STUD @ 16" O.C. Type Width Stud Size Fire Rating Fire Rating Assembly Sound Insulat ion STC Rating Sound Rating Assembly Type Comments 11A 5 1/8" 3 5/8" 30 Min UL# U419 Yes 54 STC RAL TL88-54, 2-17-88 3 5/8" 25 GA MTL STUD @ 24" O.C. - WP 1023 1HR 11B 7 1/2" 6" 30 Min UL# U419 Yes 54 STC 6" 25 GA MTL STUD @ 24" O.C. - WP 1023 1HR 11D 7 1/2" 6" 1HR UL# U419 Yes 54 STC 6" 25 GA MTL STUD @ 24" O.C. - WP 1023 1HR Type Width Stud Size Fire Rating Fire Rating Assembly Sound Insulat ion STC Rating Sound Rating Assembly Type Comments 23B 3 1/2" 1 1/2" 2HR UL# U438 Yes 47 STC 1 1/2" 25 GA STUD @ 24" O.C. - W/ 1" SOUND ATTENUATION BLANKET, UL# U438, STC 47, BBN-750706 23C 6" 4" 2HR No 4" 25 GA CH-STUD @ 24" O.C. 1 1/2" = 1'-0" 1 TYPE 1 - NON-RATED FURRED DRYWALL PARTITION 1 1/2" = 1'-0" 2 TYPE 2 - NON-RATED FURRED DRYWALL PARTITION 1 1/2" = 1'-0" 11 TYPE 11 - 1/2 HR RATED DEMISING/CORRIDOR PARTITION 1 1/2" = 1'-0" 23 TYPE 23 - 2 HR RATED SHAFT WALL PARTITION Type Width Stud Size Fire Rating Fire Rating Assembly Sound Insulat ion STC Rating Sound Rating Assembly Type Comments 18B 7 5/8" 7 5/8" 1HR UL# U905 No 7 5/8" CMU - UL# U905 18C 9 5/8" 11 5/8" 1HR UL# U905 No 11 5/8" CMU - UL# U905 Type Width Stud Size Fire Rating Fire Rating Assembly Sound Insulat ion STC Rating Sound Rating Assembly Type Comments 19A 8 5/8" 5 5/8" 1HR Yes 5 5/8" CMU, 2 1/2" 25 GA STUD 19B 9 3/4" 7 5/8" 1HR Yes 7 5/8" CMU,1 5/8" 25 GA STUD 19C 11 3/4" 9 5/8" 1HR Yes 9 5/8" CMU, 1 5/8" 25 GA STUD 1 1/2" = 1'-0" 18 TYPE 18 - 1 HR NON-BEARING INTERIOR CMU WALL 1 1/2" = 1'-0" 19 TYPE 19 - 1 HR CMU WALL W/ FURRING & INSULATION 1 1/2" = 1'-0" W11 TYPE W11 - 1/2 HR/1 HR RATED DEMISING/CORRIDOR PARTITION Type Width Stud Size Fire Rating Fire Rating Assembly Sound Insulat ion STC Rating Sound Rating Assembly Type Comments W11B 7 1/4" 5 1/2" 30 Min UL# U327 Yes 50 STC BBN-760903 2x6 WOOD STUD, SPACING BY STRUCT. ENGINEER - UL# 337 1HR W11C 5 1/4" 3 1/2" 1HR UL# U327 Yes 50 STC BBN-760903 2x4 WOOD STUD, SPACING BY STRUCT. ENGINEER - UL# 337 1HR W11D 7 1/4" 5 1/2" 1HR UL# U327 Yes 50 STC BBN-760903 2x6 WOOD STUD, SPACING BY STRUCT. ENGINEER - UL# 337 1HR Type Width Stud Size Fire Rating Fire Rating Assembly Sound Insulat ion STC Rating Sound Rating Assembly Type Comments 7 6 3/4" 3 5/8" 30 Min UL# U419 Yes 54 STC RAL TL88-54, 2-17-88 3 5/8" 25 GA MTL STUD @ 24" O.C. - WP 1023 1HR 1 1/2" = 1'-0" 7 TYPE 7 - NON-RATED FURRED DRYWALL PARTITION Type Width Stud Size Fire Rating Fire Rating Assembly Sound Insulat ion STC Rating Sound Rating Assembly Type Comments W14B 7 1/4" 5 1/2" 1HR UL# U305 Yes 50 STC BBN-760903 2x6 WOOD STUD, SPACING BY STRUCT. ENGINEER - UL# 337 1HR Type Width Stud Size Fire Rating Fire Rating Assembly Sound Insulat ion STC Rating Sound Rating Assembly Type Comments W15B 7 1/16" 5 1/2" 1HR UL# U305 Yes 50 STC BBN-760903 2x6 WOOD STUD, SPACING BY STRUCT. ENGINEER - UL# 337 1HR 1 1/2" = 1'-0" W14B TYPE W14B - 1/2 HR/1 HR RATED SHEAR PARTITION 1 1/2" = 1'-0" W15B TYPE W15B - 1/2 HR/1 HR RATED SHEAR PARTITION Type Width Stud Size Fire Rating Fire Rating Assembly Sound Insulat ion STC Rating Sound Rating Assembly Type Comments 20A 5 5/8" 3 5/8" 2HR UL# U419 Yes 55 STC NRCC 815-NV, 2-3-81 3 5/8" 20 GA MTL STUD @ 24" O.C. - WP 1521 2HR 1 1/2" = 1'-0" 20 TYPE 20 - 2 HR DOUBLE LAYER DRYWALL PARTITION 1 1/2" = 1'-0" W15 TYPE W15 - 1/2 HR/1 HR RATED SHEAR PARTITION Type Width Stud Size Fire Rating Fire Rating Assembly Sound Insulat ion STC Rating Sound Rating Assembly Type Comments W15 7 11/16" 5 1/2" 1HR UL# U305 Yes 50 STC BBN-760903 2x6 WOOD STUD, SPACING BY STRUCT. ENGINEER - UL# 337 1HR 1 1/2" = 1'-0" W14 TYPE W14 - 1/2 HR/1 HR RATED SHEAR PARTITION Type Width Stud Size Fire Rating Fire Rating Assembly Sound Insulat ion STC Rating Sound Rating Assembly Type Comments W14 7 7/8" 5 1/2" 1HR UL# U305 Yes 50 STC BBN-760903 2x6 WOOD STUD, SPACING BY STRUCT. ENGINEER - UL# 337 1HR 1 1 1 1 1 1 1 1 1 1 1 1 12.23.2020 PERMIT SET 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET 1. DO NOT FASTEN PARTITION STUDS AND GYPSUM BOARD TO METAL CEILING RUNNER AT TOP OF PARTITION IN ORDER TO ALLOW FOR STRUCTURAL DEFLECTION. 2. PROVIDE BRACING WHERE PARTITION HEIGHT EXCEEDS MANUFACTURER'S ALLOWABLE HEIGHT. DO NOT BRACE TO DUCTWORK OR OTHER SUCH COMPONENTS. 3. FIRE AND/OR SMOKE RESISTANT RATINGS ARE TO CONTINUE ABOVE ALL OPENINGS IN RATED PARTITIONS. ALL RATED WALLS ARE TO BE CONTINUOUS FROM THE TOP OF THE FLOOR SLAB TO THE UNDERSIDE OF THE STRUCTURAL FLOOR ABOVE. 4. ELECTRICAL RECEPTACLES SHALL NOT BE LOCATED IN FIRE RATED PARTITIONS IN EXCESS OF TWO HOURS. 5. THE SURFACE AREA OF INDIVIDUAL METALLIC OUTLET OR SWITCH BOXES IN FIRE RATED PARTITIONS SHALL NOT EXCEED 16 SQ. IN. THE AGGREGATE SURFACE AREA OF BOXES SHALL NOT EXCEED 100 SQ. IN. PER 100 SQ. FT. OF WALL AREA. A HORIZONTAL DISTANCE OF 24 IN. SHALL SEPARATE BOXES LOCATED ON OPPOSITE SIDES OF FIRE RATED PARTITIONS. 6. BOXES LOCATED IN CORRIDOR AND UNIT DEMISING PARTITIONS SHALL BE TREATED WITH ACOUSTICAL SEALANT AROUND PERIMETER AND BEHIND EACH BOX (FULL CLOSURE BED). IN ADDITION, OUTLET AND JUNCTION BOXES SHALL BE SEPARATED BY A METAL STUD BETWEEN THEM IN THE PARTITION. 7. COMPLETELY SEAL WITH CONTINUOUS ACOUSTICAL SEALANT ALL PARTITION HEADS, BASES, AND ENDS, PLUS SEAL ALL PENETRATIONS, INCLUDING BUT NOT LIMITED TO MECHANICAL, ELECTRICAL, AND PLUMBING WORK. 8. SOUND ATTENUATION BLANKETS ARE TO BE INSTALLED IN ALL PARTITIONS SEPARATING PUBLIC FROM PRIVATE AREAS AND WHERE NOISE CAN BE TRANSMITTED. EXTEND BLANKETS FULL HEIGHT OF PARTITION UP TO BOTTOM OF STRUCTURE, INSTALLED IN TIGHT, COMPRESSION FIT TO STUDS, STRUCTURE AND ADJACENT SURFACES. 9. FINAL LOCATION AND PLACEMENT OF MEPFP ITEMS (BOTH HORIZONTAL AND VERTICAL) SHALL BE COORDINATED SUCH THAT THEY DO NOT TOUCH STUD PARTITION ASSEMBLIES AND CREATE AN ACOUSTICAL PROBLEM SUCH AS VIBRATION, IMPACT NOISE, ETC. 10. PROVIDE FIRE RETARDANT WOOD BLOCKING IN METAL STUD PARTITIONS AS REQUIRED FOR SUPPORT AND/OR INSTALLATION OF DOOR FRAMES, MOULDINGS, MILLWORK, WALL PANELS, HANDRAILS, GRAB BARS, WINDOW TREATMENTS, AND ALL OTHER WALL MOUNTED ITEMS. 11. PROVIDE FIRE RETARDANT TREATED PLYWOOD BACKER BOARDS ON WALLS IN ELECTRICAL ROOM AND TELEPHONE CLOSETS AT ALL PANEL AND EQUIPMENT LOCATIONS. 12. ALL WOOD BLOCKING USED IN PARTITIONS SHALL BE FIRE RETARDANT TREATED. 13. WATER RESISTANT GYPSUM BOARD SHALL BE USED FOR THE FULL HEIGHT OF PARTITION CONSTRUCTION AT BATHROOMS, KITCHENS, AND PARTITIONS WHICH CONTAIN PLUMBING FIXTURES (SUCH AS WET WALLS AND WALLS ADJACENT TO AND BEHIND PLUMBING FIXTURES) U.N.O. 14. COATED GLASS MAT BACKER BOARD SHALL BE USED AT PARTITIONS WITH TILE FINISH. 15. USE GALVANIZED METAL CORNER BEADS AND EDGE TRIMS IN ALL EXPOSED WORK, POSITIVELY ATTACHED WITH FASTENERS. INSTALL FINISHED 'J'-BEAD EDGE AT TOP OF GYPSUM BOARD PANELS TERMINATING AT FACE OF CONCRETE CEILINGS TO ALLOW FOR SEALANT. 16. TAPE AND APPLY JOINT COMPOUND TO ALL INTERIOR CORNERS AND MOVEMENT CONTROL JOINTS IN GYPSUM BOARD PARTITIONS U.N.O. 17. PROVIDE VERTICAL CONTROL JOINTS IN GYPSUM BOARD FOR ANY UNINTERRUPTED PARTITION LENGTH AT 30'-0" O.C. IN THE HORIZONTAL DIRECTION WHERE INDICATED OR AS REQUIRED. VERIFY LOCATIONS WITH ARCHITECT BEFORE INSTALLATION. 18. ALL MASONRY PARTITIONS THAT EXTEND BETWEEN STRUCTURAL CONCRETE COLUMNS AND/OR SHEAR WALLS SHALL HAVE VERTICAL SEALANT JOINTS BETWEEN CONCRETE AND MASONRY. 19. ALL FIRESAFED MASONRY PARTITIONS SHALL HAVE CONTINUOUS FIRESAFING OF DENSITY AS SPECIFIED. PROVIDE CONTINUOUS JOINT FILLER AND ELASTOMERIC SEALANT AT THE TOP OF THE WALL AND UNDERSIDE OF STRUCTURE. 20. INTERSECTIONS OF MASONRY PARTITIONS SHALL BE CONSTRUCTED BY INTERLOCKING ALTERNATE COURSES OF MASONRY AND INSTALLING METAL TIES, RIGID ANCHORS, OR PREFABRICATED JOINT REINFORCEMENT. 21. COORDINATE LOCATIONS OF ALL OPENINGS REQUIRED IN MASONRY PARTITIONS WITH ARCHITECTURAL, STRUCTURAL AND MEP DRAWINGS. REFER TO STRUCTURAL DRAWINGS FOR LINTEL SCHEDULE AND REINFORCING SCHEDULE. 22. PROVIDE AND COORDINATE LOCATIONS OF PIPE PROTECTION TO BE INSTALLED IN PARTITIONS TO PREVENT FUTURE DAMAGE TO MEP PIPING RISERS WITHIN. 23. PROVIDE AND COORDINATE LOCATIONS OF ADDITIONAL BLOCKING AS REQ'D IN PARTITIONS FOR PREWIRED SWITCHES, OUTLETS, OR OTHER ELECTRICAL DEVICES. 24. BATT INSULATION MUST BE INSTALLED PROPERLY USING SPLICES TO SURROUND WIRES, ELECTRICAL OUTLET/SWITCH/JUNCTION BOXES, PIPES, AND OTHER OBSTRUCTIONS WITHIN THE INSULATED CAVITY. INSULATION MUST BE INSTALLED SUCH THAT IT ACHIEVES A RESNET-DEFINED GRADE 1 INSTALLATION. GRADE 1 INSTALLATION REQUIRES THAT INSULATION MATERIAL SHOULD UNIFORMLY FILL WALL CAVITIES, FILLING EACH CAVITY FROM SIDE TO SIDE AND TOP TO BOTTOM, WITHOUT GAPS OR VOIDS AROUND OBSTRUCTIONS. 2" HEAD PLAN BASE ADJACENT TRASH CHUTE STRUCTURE BELOW 1/2" GYPSUM BOARD 2X4 WOOD STUD CEILING AS SCHEDULED STRUCTURE ABOVE METAL J-RUNNER METAL J RUNNER TWO LAYERS OF 1" SHAFT LINER 3/8" CONT. SEALANT MIN. 3/4" AIR SPACE 3 1/2" INSULATION H STUD 2" HEAD PLAN BASE ADJACENT STRUCTURE OR WALL STRUCTURE BELOW 5/8" GYPSUM BOARD 2" RIGID INSULATION CEILING AS SCHEDULED STRUCTURE ABOVE 1/2" CONT. SOUND SEALANT 6" (2.0 OR 2.3 PCF) MINERAL FIBER INSULATION IN CAVITY 7/16" PLYWOOD 2x6 WOOD STUD HEAD PLAN BASE STRUCTURE BELOW WOOD STUD STRUCTURE ABOVE 1/2" CONT. SEALANT EACH SIDE 3/8" CONT. SOUND SEALANT EACH SIDE 6" (2.0 OR 2.3 PCF) MINERAL FIBER INSULATION IN CAVITY 1 LAYER 5/8" TYPE X GYPSUM BOARD 7/16" PLYWOOD 7 5/8" ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATE DESCRIPTION 1 1/2" = 1'-0" PARTITION SCHEDULE A802 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT PARTITION TYPES 1 1/2" = 1'-0" W26 TYPE W26 - TRASH CHUTE WALL Type Width Stud Size Fire Rating Fire Rating Assembly Sound Insulat ion STC Rating Sound Rating Assembly Type Comments W26 6 3/4" 3 1/2" 2HR UL #U373 Yes 59 STC 2X4 WOOD STUD - UL #U373 Type Width Stud Size Fire Rating Fire Rating Assembly Sound Insulat ion STC Rating Sound Rating Assembly Type Comments W17 8 9/16" 5 1/2" NR 2x6 WOOD STUD @ 24" O.C. 1 1/2" = 1'-0" W17 TYPE W17 - NON-RATED FURRED DRYWALL PARTITION 1 1/2" = 1'-0" W16 TYPE W16 - 1/2 HR/1 HR RATED SHEAR PARTITION Type Width Stud Size Fire Rating Fire Rating Assembly Sound Insulat ion STC Rating Sound Rating Assembly Type Comments W16 7 5/8" 5 1/2" 1HR UL# U305 Yes 50 STC BBN-760903 2x6 WOOD STUD, SPACING BY STRUCT. ENGINEER - UL# 337 1HR 1 1 12.23.2020 PERMIT SET 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET AB F D EQEQ 4"4" SEE SCHED. 4" 10" SEE SCHEDULE G 4"4" SEE SCHEDULE 4" 10" SEE SCHEDULE 4"4" CE TRANSLUCENT SCHED. PARTITIONSCHED. PARTITION SCHED. PARTITION SCHED. PARTITION SCHED. PARTITION 2 1/4" SCHED. PARTITION SCHED. PARTITION SCHED. PARTITIONSCHED. PARTITION TYP HJ1HJ2HJ4 HJ9 HJ8 HJ5 HJ6 HJ3 HJ7 VARIES SCHEDULED DOORSCHEDULED DOOR DOUBLE STUD HEADER IN FRAME WALLS DOUBLE STUD HEADER IN FRAME WALLS HM DOOR FRAME FOR PT HM DOOR FRAME FOR PT LINE OF RABBETED WOOD TRIM UNIT SIDE DOUBLE STUD @ HEADER WD. DOOR FRAME WOOD TRIM SCHEDULED DOOR DOUBLE STUD @ HEADER SLIDING DOOR TRACK WD TRIM & CASING W/ BLOCKING AS REQ'D SCHEDULED DOOR DOUBLE STUD @ HEADER SLIDING DOOR TRACK SCHEDULED DOOR DOUBLE STUD @ HEADER SLIDING DOOR TRACK SCHEDULED DOOR DRYWALL J-BEAD 1x WD DOOR TRIM & REVEAL FOR PAINT DRYWALL J-BEAD DOUBLE STUD @ HEADER IN FRAME WALLS, TYP. SHIM AS REQ'D SEALANT STOREFRONT DOOR FRAME SCHED. STOREFRONT DOORSCHEDULED DOOR SPOT GROUT FRAME ANCHOR HM DOOR FRAME FOR PT MASONRY WALL CONSTRUCTION DRYWALL J-BEAD DOUBLE STUD @ HEADER 1x WD REVEAL FOR PAINT SCHEDULED WOOD DOOR AND FRAME PROVIDE WEATHER STRIPPING SET THERESHOLD IN BED OF SEALANT BOND COAT 1:2 SLOPE 7/8" THICK MARBLE THRESHOLD W/ CHAMFERED EDGES AS SHOWN, TYP. MTL. "SADDLE" THRESHOLD SET IN SEALANT BED NOTE: ALL TRANSITIONS TO BE 1/4" MAX VERT. HEIGHT IF CHANGES IN LEVEL ARE BETWEEN 1/4" MIN AND 1/2" HEIGHT MAX -TRANSITION SHOULD SLOPE NO STEEPER THAN 1:2 CLR. ANOD. ALUM TRANSITION STRIP EDGE @ CARPET/TILE (SCHLUTER RENO-U) CLR. ANOD. ALUM TRANSITION STRIP (SCHLUTER SCHIENE) 1/2" MAX. VERIFY W/DOOR FRAME MANUF. STONE THRESHOLD SCALE: NOT TO SCALE STONE THRESHOLD DETAIL @ UNIT ENTRY SCALE: NOT TO SCALE FINISH FLOOR TO CONCRETE FLOOR/VINYL T4 SCALE: NOT TO SCALE EXTERIOR THRESHOLD T5 T1 T2 SCALE: NOT TO SCALE CARPET/ TILE TRANSITION -PUBLIC AREA SCALE: NOT TO SCALE INTERIOR METAL THRESHOLD T3 CARPET TILE CARPET OR TILE CONCRETE OR VINYL EXTERIOR FLR. FINISH AS SCHED. CARPET OR WALK-OFF MAT INTERIOR PLUS UNIT ENTRY PROJECTION THRESHOLD WIDTH TO MATCH WALL WIDTH 1/4" MAX MAX 1/4" PREFIN. ALUM. TRANSITION STRIP (SCHLUTER RENO-TK), FINISH COLOR TBD. DOOR WIDTH BEYOND SCALE: NOT TO SCALE STONE THRESHOLD DETAIL @ UNIT ENTRY T6 TILEFLR. FINISH AS SCHED. 1/2" MAX. 1/2" MAX. 1/2" MAX. 1/4" MAX. 1. THE SCHEDULE AND THE SUPPORTING DETAIL SHOWS THE GENERAL DESIGN INTENT FOR DOORS IN THE PROJECT. CONTRACTOR SHALL COORDINATE EACH DOOR WITH FIELD CONDITIONS , INCLUDING SELECTION OF APPROPRIATE FRAMES FOR VARIOUS WALL CONDITIONS. 2. CONTRACTOR TO PROVIDE DOOR AND HARDWARE SCHEDULE FOR ARCHITECTS/OWNERS REVIEW PRIOR TO ORDERING. 3. ALL HARDWARE TO BE PROVIDED BY THE CONTRACTOR U.O.N. 4. ALL GLASS (GL) AND ALUMINUM/GLASS (AL/GL) DOORS IN THE PROJECT ARE CONSIDERED HAZARDOUS LOCATION. SAFETY GLAZING COMPLYING WITH IMPACT TESTING PER ANSI Z97.1, CLASS A OR CPSC 16 CFR PART 1201, CATEGORY II TO BE PROVIDED FOR ALL GLASS IN DOORS AND SIDELITES. IDENTIFICATION OF ALL SAFETY GLAZING TO BE PROVIDED PER 2020 BUILDING CODE OF NEW YORK STATE SECTION 2406.3. 5. ALL FIRE RESISTANCE RATED DOOR ASSEMBLES TO BE SELF-CLOSING AND SELF LATCHING. 6. ALL HINGES, THRESHOLDS, AND ALL OTHER VISIBLE DOOR HARDWARE, ETC. TO BE PROVIDED IN THE SAME FINISH AS THE DOOR LEVERS AND LOCKS. 7. OVERHEAD GARAGE DOOR OPERATION TO INTERFACE WITH SECURITY SYSTEM PACKAGE W/INDIVIDUAL KEY OPENER. 8. SECURITY PACKAGE TO BE SELECTED BY OWNER AND COORDINATED W/ DOOR AND DOOR HARDWARE AS REQUIRED. 9. TO MEET ACCESSIBILITY REQUIREMENTS, THE MAXIMUM HEIGHT OF ALL THRESHOLDS AT ACCESSIBLE ROUTES SHALL BE NO MORE THAN 1/2" A.F.F., WITH 1:2 BEVEL EDGE SLOPE IF MORE THAN 1/4" HIGH. IF THERE IS UNCERTAINTY AS TO WHETHER A PARTICULAR THRESHOLD MEETS THE ACCESSIBILITY REQUIREMENTS, THE CONTRACTOR SHALL ADDRESS THE QUESTION TO ARCHITECT IN WRITING. 10. PER ADA STANDARDS, THE BOTTOM 10" OF PUBLIC/COMMON DOORS SHOULD HAVE A SMOOTH SURFACE. FOR AL/GLASS BUILDING ENTRANCE, THIS MEANS THE BOTTOM RAIL MUST BE 10" IN HEIGHT, MINIMUM. 11. ALL EXTERIOR DOORS TO BE LABELED FOR AIR LEAKAGE AND CERTIFIED BY THE MANUFACTURER. AIR LEAKAGE ON ALL AL/GL DOORS SHALL NOT EXCEED 1.0 CFM/SF WHEN TESTED AT AT LEAST 1.57 PSF PER AAMA/WDMA/CSA 101/I.S.2/440, NFRC 400, OR ASTM E283. AIR LEAKAGE ON ALL NON SWINGING OPAQUE DOORS (EXCEPT DOOR 124) SHALL NOT EXCEED 0.4 CFM/SF WHEN TESTED AT AT LEAST 1.57 PSF PER ANSI/DAMSA 105, NFRC 400, OR ASTM E283. ALL OTHER DOORS SHALL NOT EXCEED 0.2 CFM/SF OF AIR LEAKAGE WHEN TESTED AT AT LEAST 1.57 PSF PER AAMA/WDMA/CSA 101/I.S.2/440, NFRC 400, OR ASTM E283. 12. ALL EXTERIOR AL/GL DOORS TO BE RATED BY THE NFRC FOR U-FACTOR, SOLAR HEAT GAIN COEFFICIENT, VISIBLE TRANSMITTANCE, AND AIR LEAKAGE. DOORS TO BE PERMANENTLY LABELED WITH NFRC RATINGS OR SUPPLIER/INSTALLER SHALL INSTALL A SIGNED AND DATED CERTIFICATION FOR THE INSTALLED DOOR. 13. ALL EXTERIOR HM SWING DOORS HAVE A MAXIMUM U-FACTOR OF 0.70. DOOR 124 HAS A MAXIUMUM U-FACTOR OF 1.50. UNIT HARDWARE TYPE 'A', UNIT ENTRANCE LOCK: ELECTRONIC LOCK WITH THUMB TURN PRIVACY LOCKING, AND MECHANICAL OVERRIDE. OUTSIDE LEVER ALWAYS LOCKED UNTIL UNLOCKED BY FOB OR KEY OVERRIDE. INSIDE LEVER ALWAYS UNLOCKED. PRIVACY LOCK UNLOCKED BY THUMB TURN OR INSIDE LEVER. TYPE 'D', DUMMY TRIM AT OUTSIDE FACE ONLY: BALL CATCH AT TOP OF DOOR. TYPE 'E', DUMMY TRIM EACH LEAF AT OUTSIDE FACE ONLY: BALL CATCH AT TOP OF EACH DOOR. TYPE 'B', PRIVACY LOCK: PUSH BUTTON LOCKING. CAN BE OPENED FROM OUTSIDE WITH SMALL SCREWDRIVER OR FLAT NARROW TOOL. TURNING INSIDE LEVER RELEASES PUSH BUTTON. TYPE 'F', PASSAGE LATCH: BOTH LEVERS ALWAYS UNLOCKED. TYPE 'C', PRIVACY LOCK -SLIDING BARN DOORS: THUMB TURN LOCKING. CAN BE OPENED FROM OUTSIDE WITH SMALL SCREWDRIVER OR FLAT NARROW TOOL. TURNING THUMB TURN UNLOCKS LATCH FROM INSIDE COMMON AREA HARDWARE TYPE 'G', STOREROOM LOCK: OUTSIDE LEVER ALWAYS LOCKED. ENTRANCE BY KEY ONLY. INSIDE LEVER ALWAYS UNLOCKED. TYPE 'H', ELECTRONICALLY UNLOCKED: (EGRESS FROM INSIDE TO OUTSIDE) ELECTRONIC LOCKSET/LEVERSET. OUTSIDE TRIM CONTINUOUSLY LOCKED UNTIL UNLOCKED BY KEYCARD/FOB. AUXILIARY LATCH LATCHES LATCHBOLT WHEN DOOR IS CLOSED. INSIDE TRIM ALWAYS FREE FOR IMMEDIATE EXIT VIA DOOR HANDLE/LEVER. DOOR UNLOCKS IN CASE OF EMERGENCY, IS FAIL SAFE AND HAS ALARM RELEASE. DOOR COMPLIES WITH IBC SECTION 1008.1.9.8. (COORDINATE WITH SECURITY PACKAGE). TYPE 'N', PANIC HARDWARE: CONCEALED VERTICAL ROD, EXIT ONLY. ELECTRIC STRIKE (COORDINATE WITH SECURITY PACKAGE) TYPE 'L', PASSAGE LATCH: STAIR DOOR ALARM WITH EMERGENCY. TYPE 'K', CLASSROOM LOCK: KEY LOCKS OR UNLOCKS OUTSIDE LEVER. INSIDE LEVER ALWAYS UNLOCKED. TYPE 'J', ELECTRONICALLY UNLOCKED: (EGRESS FROM INSIDE TO OUTSIDE) ELECTRONIC LOCKSET/LEVERSET FOR DOUBLE DOORS. OUTSIDE TRIM CONTINUOUSLY LOCKED UNTIL UNLOCKED BY KEYCARD/FOB. AUXILIARY LATCH LATCHES LATCHBOLT WHEN DOOR IS CLOSED. INSIDE TRIM ALWAYS FREE FOR IMMEDIATE EXIT VIA DOOR HANDLE/LEVER. DOOR UNLOCKS IN CASE OF EMERGENCY, IS FAIL SAFE AND HAS ALARM RELEASE. DOOR COMPLIES WITH IBC SECTION 1008.1.9.8. (COORDINATE WITH SECURITY PACKAGE). TYPE 'M', PASSAGE LATCH: EXIT ONLY DOOR WITH DOOR CONTACTS. INSIDE TRIM ALWAYS UNLOCKED. NO OUTSIDE TRIM. TYPE 'P', ELECTRONICALLY UNLOCKED: (EGRESS FROM INSIDE TO OUTSIDE) ELECTRONIC LOCKSET/LEVERSET. OUTSIDE TRIM CONTINUOUSLY LOCKED UNTIL UNLOCKED BY KEYCARD/FOB. AUXILIARY LATCH LATCHES LATCHBOLT WHEN DOOR IS CLOSED. INSIDE TRIM ALWAYS FREE FOR IMMEDIATE EXIT VIA PANIC HARDWARE. DOOR UNLOCKS IN CASE OF EMERGENCY, IS FAIL SAFE AND HAS ALARM RELEASE. DOOR COMPLIES WITH IBC SECTION 1008.1.9.8. (COORDINATE WITH SECURITY PACKAGE). ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION As indicated DOOR SCHEDULE A803 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT DOOR SYMBOLLOCATION DOOR SIZEDOOR MATERIAL FRAME MATERIALCLOSER REQ'DRATING REQ'D THRESHOLD DETAIL LOCK FUNCTIONDOOR TYPE PR. HINGES REQ'DH/J DETAILSREMARKS HARDWARE SET WHTH 01BEDROOM/DEN3'-0"6'-8"1 3/4"SCW/PTDWD/PTD---BA1 1/2HJ1001 03BEDROOM/DEN5'-0"7'-0"1 3/4"MDF/PTD----CE-HJ6BARN DOOR- TRUSTILE TM 1000 W/ WIDE STILES & TRANSLUCENT GLASS002 04BEDROOM/DEN5'-6" 7'-0"1 3/4"MDF/PTD----CE-HJ6BARN DOOR- TRUSTILE TM 1000 W/ WIDE STILES & TRANSLUCENT GLASS002 05BEDROOM/DEN6'-0"7'-0"1 3/4"MDF/PTD----CE-HJ6BARN DOOR- TRUSTILE TM 1000 W/ WIDE STILES & TRANSLUCENT GLASS002 06BATHROOM3'-0"6'-8"1 3/4"SCW/PTDWD/PTD--T4 SIM.BA1 1/2HJ1001 07WASHER/DRYER2'-6"6'-8"1 3/4"SCW/PTDWD/PTD--T2DC1 1/2HJ1003 08CLOSET1'-8"6'-8"1 3/4"SCW/PTDWD/PTD---DA1 1/2HJ1003 09CLOSET2'-0"6'-8"1 3/4"SCW/PTDWD/PTD---DA1 1/2HJ1003 10CLOSET2'-6"6'-8"1 3/4"SCW/PTDWD/PTD---DA1 1/2HJ1003 11WALK-IN CLOSET3'-0"6'-8"1 3/4"SCW/PTDWD/PTD---FA1 1/2HJ1004 12CLOSET(2)1'-6"6' -8"1 3/4"SCW/PTDWD/PTD---EB3HJ1005 13CLOSET(2)2'-0"6'-8"1 3/4"SCW/PTDWD/PTD---EB3HJ1005 14CLOSET(2)2'-6"6'-8"1 3/4"SCW/PTDWD/PTD---EB3HJ1005 15CLOSET2'-0"6'-8"1 3/4"SCW/PTD-----D-HJ2BYPASS SLIDING DOOR006 16CLOSET2'-6"6'-8"1 3/4"SCW/PTD-----D-HJ2BYPASS SLIDING DOOR006 17CLOSET3'-0"6'-8"1 3/4"SCW/PTD----D-HJ2BYPASS SLIDING DOOR006 DOOR SYMBOLLOCATION DOOR SIZEDOOR MATERIAL FRAME MATERIALCLOSER REQ'DRATING REQ'D THRESHOLD DETAIL LOCK FUNCTIONDOOR TYPE PR. HINGES REQ'DH/J DETAILSREMARKS HARDWARE SET WHTH T01UNIT ENTRY3'-0"7'-0"1 3/4"SCW/PTDHM/PTDY20 MIN,T4AA2HJ3007 T02UNIT TERRACE/BALCONY(1)2'-10"0"AL/GLALN-T5-F2HJ7 SIMSEE WINDOW SCHEDULE008 T03UNIT JULIET BALCONY(2)AL/GLALN-T5-G2HJ7 SIMSEE WINDOW SCHEDULE009 T04EXIT STAIR3'-0"7'-0"1 3/4"HMHMY90 MINT3FA2HJ4 T05TRASH ROOM3'-0"7'-0"1 3/4"HMHMY45 MINT2KA2HJ4011 T06ELEC/DATA CLOSET3'-0"7'-0"1 3/4"HMHMY45 MINT2GA2HJ4011 T07TELECOM ROOM3'-0"7'-0"1 3/4"HMHMY45 MINT2GA2HJ4011 DOOR SYMBOLLOCATION DOOR SIZEDOOR MATERIAL FRAME MATERIALCLOSER REQ'DRATING REQ'D THRESHOLD DETAIL LOCK FUNCTIONDOOR TYPE PR. HINGES REQ'DH/J DETAILSREMARKS HARDWARE SET WHTH 100ABUILDING ENTRANCEAL/GLALY--PG2HJ7 SIM.SEE WINDOW SCHEDULE012 100BVESTIBULEAL/GLALY--PG2HJ7 SIM.SEE WINDOW SCHEDULE013 102APACKAGE ROOM3'-0"8'-0"1 3/4"HMHMY-T1 SIMHA2HJ4SEE ID DRAWINGS014 102BPACKAGE ROOM3'-0"8'-0"1 3/4"HMHMY-T1 SIMHA2HJ4SEE ID DRAWINGS014 104LEASING OFFICE(1)3'-0"8'-0"1 3/4"AL/GLALY-T2HF2HJ7 SIMSEE ID DRAWINGS015 105WATER SERVICE ROOM3'-0"7'-0"1 3/4"HMHMY-T3JA2HJ4016 107ARESIDENT LOUNGE3'-0"7'-11 31/32"1 3/4"AL/GLALY-T1 SIMH2HJ7 SIMSEE ID DRAWINGS017 107BRESIDENT LOUNGE3'-0"8'-0"1 3/4"HMHMY-T1 SIMHA2HJ4SEE ID DRAWINGS018 107CRESIDENT LOUNGE3'-1 1/4"8'-0"1 3/4"AL/GLALY-T1H2HJ7 SIMSEE WINDOW SCHEDULE019 108FITNESS CENTER(1)3'-11 1/4"8'-0"1 3/4"AL/GLALY-T2HC2HJ7 SIMSEE ID DRAWINGS015 109YOGA STUDIO(1)3'-0"8'-0"1 3/4"AL/GLALY-T2HC2HJ7 SIMSEE ID DRAWINGS021 110PET SPA3'-0"8'-0"1 3/4"HMHMY-T1 SIMHA2HJ4SEE ID DRAWINGS022 111PET RELIEF AREA3'-0"7'-0"1 3/4"HMHMY-T5JA2HJ8 SIM.SEE ID DRAWINGS020 112RESTROOM3'-0"8'-0"1 3/4"HMHMY-T1 SIMBA2HJ4SEE ID DRAWINGS023 113RESTROOM3'-0"8'-0"1 3/4"HMHMY-T1 SIMBA2HJ4SEE ID DRAWINGS023 114EXIT CORRIDOR(2)3'-0"7'-0"1 3/4"HMHMY45 MINT5HB4HJ8 SIM.024 115ABICYCLE ROOM3'-0"7'-0"1 3/4"HMHMY-T3HA2HJ4025 115BBICYCLE ROOM3'-0"7'-0"1 3/4"HMHMY-T5JA2HJ8026 116ATRASH ROOM(2)3'-0"7'-0"1 3/4"HMHMY45 MINT5FB4HJ8027 116BTRASH ROOM3'-0"7'-0"1 3/4"HMHMY45 MINT2KA2HJ4011 117EXIT CORRIDOR3'-0"7'-0"1 3/4"HMHMY90 MINT3FA2HJ4029 118TELECOM ROOM3'-0"7'-0"1 3/4"HMHMY45 MINT3GA2HJ4030 119COMMERCIAL TENANT SPACE3'-0"7'-0"1 3/4"HMHMY45 MINT3HA2HJ4031 119BCOMMERCIAL TENANT SPACE #1AL/GLALY-T5JG4HJ8 SIM.SEE WINDOW SCHEDULE032 120BCOMMERCIAL TENANT SPACE #2AL/GLALY-T5JG4HJ8 SIM.SEE WINDOW SCHEDULE032 121BCOMMERCIAL TENANT SPACE #3AL/GLALY-T5JG4HJ8 SIM.SEE WINDOW SCHEDULE032 122ELECTRIC ROOM(2)3'-0"7'-0"1 3/4"HMHMY90 MINT3PB4HJ8033 122BELECTRIC ROOM3'-0"7'-0"1 3/4"HMHMY90 MINT3PA4HJ8033 123STORAGE3'-0"7'-0"1 3/4"HMHMY-T3GA2HJ8034 124STORAGE2'-10"7'-0"1 3/4"HMHMY-T3GA2HJ8034 125AEXIT CORRIDOR3'-0"7'-0"1 3/4"HMHMY45 MINT3HA2HJ8035 125BEXIT CORRIDOR3'-0"7'-0"1 3/4"HMHMY45 MINT3HA2HJ8036 127EXIT CENTRAL STAIR3'-0"7'-0"1 3/4"HMHMY90 MINT3FA2HJ4037 128EXIT EAST STAIR2'-10"7'-0"1 3/4"HMHMY90 MINT3FA2HJ4038 129EXIT NORTH STAIR2'-10"7'-0"1 3/4"HMHMY90 MINT3FA2HJ4028 130STORAGE3'-0"7'-0"1 3/4"HMHMY-T3GA2HJ8034 200TERRACE MAINTENANCE ACCESS3'-0"6'-2"1 3/4"HMHMY45 MINT5HA2HJ8 SIM.039 500ROOF DECK(1)3'-0"6'-8"1 3/4"AL/GLALY45 MINT5HF2HJ7 SIMSEE WINDOW SCHEDULE040 UNITS TYPICAL 1ST THRU 5TH FLOORS DOOR TYPES THRESHOLD DETAILS DOOR TAG 10 F DOOR NUMBER DOOR TYPE HARDWARE TYPE A DOOR SYMBOLLOCATION DOOR SIZEDOOR MATERIAL FRAME MATERIALCLOSER REQ'DRATING REQ'D THRESHOLD DETAIL LOCK FUNCTIONDOOR TYPE PR. HINGES REQ'DH/J DETAILSREMARKS HARDWARE SET WHTH R100EXIT STAIR3'-0"7'-0"1 3/4"HMHMY90 MINT3FA2HJ4041 R101DHW3'-0"7'-0"1 3/4"HMHMY90 MINT3FA2HJ4042 R102DHWHMHMYT3FB4HJ4043 ROOF DOOR HEAD & JAMB DETAILS GENERAL NOTESDOOR HARDWARE TYPES * * * * * * *** ** * *** *** *** 1 1 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 1 1 1 EQ EQ EQ 5'-10 1/2" 9'-0" W-5 GL-2 W-8 8'-8" 5'-10 1/2" EQEQEQ GL-2 5'-10 1/2" W-4 GL-2 EQEQEQ 8'-8" GL-1: LOW-E-COATED, CLEAR INSULATING VISION GLASS GL-2b: FULLY-TEMPERED, TRIPLE-PANE, CLEAR INSULATING VISION GLASS GL-4: LOW-E-COATED, ULTRACLEAR INSULATING VISION GLASS GL-4b: FULY-TEMPERED, LOW-E-COATED, ULTRACLEAR INSULATING VISION GLASS P1: CORRUGATED PANEL GL-2c: TRIPLE-PLANE, CLEAR INSULATING SPANDREL GLASS GLAZING LEGEND GL-2: TRIPLE-PANE, CLEAR INSULATING VISION GLASS GL-1b: FULLY-TEMPERED, LOW-E-COATED, CLEAR INSULATING VISION GLASS GL-5: LAMINATED, HEATSTRENGTHENED CLEAR FLOAT GLASS GL-6: ULTRACLEAR FLOAT GLASS GL-6b: FULY-TEMPERED, ULTRACLEAR FLOAT GLASS 5'-10 1/2" EQEQEQ 8'-8" W-9 GL-2 EQEQ GL-2c 5'-10" EQEQ W-1 GL-2 6'-0" GL-2b GL-2b GL-2 EQEQ3'-1 1/2" 8'-8" 1'-6"3'-1"2'-9 1/2" 7'-4 1/2" 5'-10 1/2" W-13 7'-4 1/2" 1'-9 1/2"2'-7 3/4"2'-11 1/4" W-14 GL-2b 3'-1 1/2"EQEQ 8'-8" GL-2b 5'-10 1/2" GL-2c 8'-8" 5'-10 1/2" EQEQEQ W-6 GL-2GL-2c W-16 V.I.F. 6'-0"± V.I.F. 3'-3 1/2"± GL-1 W-20 GL-1 8'-2 5/8" 6'-10" EQEQ S-14 8'-0" V.I.F. 12'-4" V.I.F. GL-4 2 3/8" EQ 2" EQ 2" EQ 2" EQ 2 7/8" 2 3/8" EQ2"EQ2"EQ2"EQ 2 3/8" 8'-0" 5'-10 1/2" EQEQEQ W-3 GL-2 1'-6"5'-10 1/2" 7'-4 1/2" W-12 GL-2b GL-2b GL-2 3'-1 1/2"EQEQ 8'-0" GL-4 S9 2 3/8" 1'-11 5/8" 2" 5'-10 5/8" 2 7/8" 8'-5 1/2" R.O. 2 3/8" EQ 2" 4'-3" 2" EQ 2 3/8" 8'-8" R.O. S2 GL-4b GL-4GL-4 GL-4 2 3/8" 1'-11 5/8" 2" 5'-10 5/8" 2 7/8" 1'-6 1/2" 10'-0" R.O. 2 3/8" EQ 1 7/8" 6'-0" 1 7/8" EQ 2 3/8" 8'-7 5/8" R.O. 9'-6 1/8" R.O. S5 2 3/8" 1'-11 5/8" 2" 5'-10 5/8" 2 7/8" 1'-6 1/2" 10'-0" R.O. 2 3/8" 1'-4 7/8" 1 7/8" 6'-0" 1 7/8" 1'-4 7/8" 2 3/8" GL-4 GL-4b GL-4 GL-4 2 3/8" 1'-11 5/8" 2" 5'-10 5/8" 2 7/8" GL-4 8'-5 1/2" R.O. 2 3/8" 4 1/8" 2 3/8" 1'-6 5/8" 2" 5'-5 1/4"2"1'-6 5/8" 2 3/8" 4 1/8" 2 3/8" 10'-4 1/4" R.O. GL-4 S12 2 3/8" 1'-11 5/8" 2" 5'-10 5/8" 2 7/8" EQ 2" 5'-6 7/8" 2" EQ 2 3/8" 8'-5 1/2" 10'-5 7/8" 2 3/8" 1'-7 5/8" 2" 7'-9 1/8" 2 7/8" 10'-0" R.O. 9'-1 1/4" R.O. S4 GL-4b 2 3/8" EQ2"6'-0"2"EQ 2 3/8" GL-4 GL-4b 10'-0" V.I.F. 2" 9'-7 1/4" 2" S-15 2 1/4" MIN. GL-6b 5 3/4" +/2'-1 1/8"2" MIN. 6'-0"2" +/1'-10 1/2"2" 10'-11 3/4" V.I.F. 2" +/1'-7 5/8" 2" 8'-0" GL-6 GL-6b +/1'-6 1/2" 3/8" 2"8'-0 3/4" 2" S-16 2 3/8"EQ2"EQ 5 3/4" 7'-5" V.I.F. GL-6 10'-0" S10 GL-4 2 3/8" 1'-11 5/8" 2" 5'-10 1/8" 2 7/8" 8'-5" 2 3/8" 4 1/8"2 3/8" 1'-6 5/8"2"4'-7 1/8"2"2'-1 1/8" 2 3/8" 9'-6 1/8" 6'-4 1/2" V.I.F. S8 GL-4 2 7/8" 5'-10 5/8"2"1'-11 5/8"2 3/8" 8'-5 1/2" V.I.F. 2 3/8"5'-5 1/4"2 3/8"4 1/8" 2 3/8" 1'-2 1/4" 1 1 GL-6b 2" MIN. 3'-0"2" +/4'-10 3/8"2" 8'-5 1/8" V.I.F. S-17 GL-6b 2"7'-9 5/8"2" 8'-0"2" 8'-2 3/8" 2"7'-9 5/8"2"1'-7 5/8"2" 2" +/1'-10 1/8"2" MIN. 3'-0"2" 5'-4 7/8" V.I.F. GL-4b GL-6b GL-6 S19 10'-0" 8'-0"2" +/1'-7 5/8"2" W-15 5'-10 1/2" 1'-6" 7'-4 1/2" 8'-8" 1'-9"5'-2"1'-9" EQ EQ GL-2b GL-2b 8'-2 3/8" 2" MIN. 3'-0"2"EQ2"EQ2" 12'-0" V.I.F. GL-6b GL-6b S20 2" 8'-0" GL-6b W-18 V.I.F. 5'-6"± V.I.F. 4'-9"± GL-1 W-17 V.I.F. 8'-4 5/8"± 2'-3 7/8" 2'-4 7/8" V.I.F. 3'-3 1/2"± GL-1b GL-1 S13 GL-4 2 3/8" EQ2"EQ2"EQ 2 3/8" 2 7/8"EQ2"EQ2"EQ2"EQ2 3/8" 7'-0" V.I.F. 10'-6 1/4" V.I.F. W-10 5'-10 1/2" EQEQ 8'-8" EQEQEQ GL-2 GL-2c W-7 6'-0" 8'-8" GL-2 2'-9 1/8"2'-10 5/8"2'-9 1/8" GL-2c 9'-0" 3'-0" 2'-11 1/4" 2'-9 3/4" 2'-10 1/2" 3'-0" 7'-4 1/2" GL-2b GL-2 GL-2b W-11 8'-2 3/8" S-18 GL-6b 4'-4" V.I.F. 2"3'-11 1/4"2" 8'-0"2" 2 3/8" 1'-1 5/8" 2" 8'-0" S7 GL-4 GL-4b 9'-6" V.I.F. 2 3/8" 3'-1 1/4" 2 3/8" 3'-6" V.I.F. 6'-8" 2 3/8" 2 3/8" 3'-0" 2 3/8" 3'-4 3/4" R.O. S6 GL-4b 6'-10 3/8" R.O. 7'-7" 6'-10" GL-1 W-19 5'-10 1/2" EQEQEQ 7'-8" W-2 GL-1 S3 7 7/8" 1'-9 1/8" 3 3/16" 2'-8 3/16" R.O. 2 3/8" 1'-11 5/8" 2" 5'-10 5/8" 2 7/8" 1'-6 1/2" 8'-5 1/2" R.O. GL-4 GL-4b S1 7 7/8" 1'-9 1/8" 3 3/16" 2'-8 3/16" R.O. 1'-6 1/2" 2 7/8" 5'-10 5/8" 2" 1'-11 5/8" 2 3/8" 8'-5 1/2" R.O. GL-4b GL-4 S21 7'-1" 7'-6" 2 1/2"1'-7"2 1/2" 2'-0" V.I.F. GL-6b ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" WINDOW SCHEDULE A804 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT STOREFRONT TYPES WINDOW TYPES CORNER MULLION 1. PROVIDE TEMPERED GLASS IN ALL LOCATIONS WHERE THE BOTTOM OF THE GLASS IS LESS THAN 18" ABOVE THE ADJACENT FLOOR, WHERE GLASS IS IN A DOOR OR NEXT TO A DOOR OR ELSEWHERE REQUIRED BY CODE. 2. THE MUNTINS SHOWN ARE TO BE LOCATED ON THE OUTSIDE OF THE GLASS. 3. ALL WINDOWS TO BE PROVIDED WITH OPENING LIMITERS THAT PROHIBIT THE WINDOW FROM OPENING MORE THAN 4" 4. ALL GLASS TO BE SOLARBAN 60 LOW-E GLASS OR APPROVED EQUAL 5. STOREFRONT EDGES TO BE SEALED WITH 3/8" DIA. BACKER ROD AND SILICONE JOINTS. NOTES SEE ID 401 & ID 600s FOR ALIGNMENTS & ADDITIONAL INFORMATION ANDERSEN 400 SERIES WINDOWS INTUS SUPERA WINDOWS CORNER MULLIONCORNER MULLION INTERIOR -KAWNEER 450 EXTERIOR -KAWNEER 601UT * 1 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 DEPENDING ON WIDTH OF TEXT EXIT ELEVATOR ROOM 1/8" MATTE ACRYLIC PANEL W/ SUBSURFACE PAINT & SURFACE SCREENED COLOR GRAPHICS 1/8" CLEAR ACRYLIC PANEL COVER SURFACE SILK SCREENED COLOR GRAPHICS VT MOUNT 403 1/8" ALUM LETTERS W/ SATIN SILVER FINISH 1/4" NON-GLARE PLASKOLITE SUB-SURFACE PTD 1/32" RAISED GRADE II BRAILLE, CLEAR RAISED VT MOUNT STL ALAN BOLT & WASHER STL WASHER BEHIND AS SPACER MOUNT @ 5' A.F.F. ELECTRIC ROOM CONTROL IN CASE OF FIRE USE STAIRS DO NOT USE ELEVATOR 1ST FLOOR 1/32" RAISED REDSYMBOL 1/32" RAISED BLACKSYMBOL 1/8" SS SIGNAGE TO MATCH ELEVATOR CALL BUTTONS VT MOUNT 1/32" RAISED BLACKCOPY ALIGN CENTERLINE OF SIGN W/ CENTERLINE OF CALL BUTTONS 1/8" ALUM LETTERS W/ SATIN SILVER FINISH 1/4" NON-GLARE PLASKOLITE SUB-SURFACE PTD 1/32" RAISED GRADE II BRAILLE, CLEAR VT MOUNT VT MOUNT MECHANICAL ROOM STORAGE 1/8" ALUM LETTERS W/ SATIN SILVER FINISH 1/4" NON-GLARE PLASKOLITE SUB-SURFACE PTD 1/32" RAISED GRADE II BRAILLE, CLEAR RAISED VT MOUNT PUBLIC TERRACE JANITOR CLOSET TRASH & 1/8" ALUM FIGURES & LETTERS W/ SATIN SILVER FINISH 1/4" NON-GLARE PLASKOLITE SUB-SURFACE PTD 1/32" RAISED GRADE II BRAILLE, CLEAR RAISED VT MOUNT ACCESSIBLE ROUTE DEPENDING ON WIDTH OF TEXT 1/8" ALUM LETTERS W/ SATIN SILVER FINISH 1/4" NON-GLARE PLASKOLITE SUB-SURFACE PTD 1/32" RAISED GRADE II BRAILLE, CLEAR RAISED VT MOUNT 1/2" 1/4" 1/2" 5/8" 1/2" 5/8" 1/2" 3 1/2" 6" OR 8" 1/2" 1/4" 1/2"5/8" 1/2" 2 3/8" DEPENDING ON WIDTH OF TEXT 1/8" ALUM LETTERS W/ SATIN SILVER FINISH 1/4" NON-GLARE PLASKOLITE SUB-SURFACE PTD 1/32" RAISED GRADE II BRAILLE, CLEAR RAISED VT MOUNT 1/2" 1/4" 1/2"5/8" 1/2" 2 3/8" 6" OR 8" 6" OR 8" DEPENDING ON WIDTH OF TEXT 1/8" ALUM LETTERS W/ SATIN SILVER FINISH 1/4" NON-GLARE PLASKOLITE SUB-SURFACE PTD 1/32" RAISED GRADE II BRAILLE, CLEAR RAISED VT MOUNT 1/2" 1/4" 1/2" 5/8" 1/2" 5/8" 1/2" 3 1/2" 6" OR 8" DEPENDING ON WIDTH OF TEXT 4 5/8" 1/2" 1/4" 1/2" 5/8" 1/2" 5/8" 1/2" 5/8" 1/2" 6" OR 8" DEPENDING ON WIDTH OF TEXT 1/2" 1/4" 1/2" 5/8" 1/2" 5/8" 1/2" 3 1/2" 6" OR 8" 1/2" 1/4" 1/2" 5/8" 1/2" 5/8" 1/2" 3 1/2" 8" 1/4"1/4" 1/2" 6" 1/4" 2 1/2" 1/2" 1/4" 1/2" 10 1/2" 9" 1/8" ALUM LETTERS W/ SATIN SILVER FINISH 1/4" NON-GLARE PLASKOLITE SUB-SURFACE PTD 1/32" RAISED GRADE II BRAILLE, CLEAR RAISED VT MOUNT 1/8" ALUM LETTERS W/ SATIN SILVER FINISH 1/4" NON-GLARE PLASKOLITE SUB-SURFACE PTD 1/32" RAISED GRADE II BRAILLE, CLEAR RAISED VT MOUNT 1/8" ALUM LETTERS W/ SATIN SILVER FINISH 1/4" NON-GLARE PLASKOLITE SUB-SURFACE PTD 1/32" RAISED GRADE II BRAILLE, CLEAR RAISED VT MOUNT 1 1/4"1 1/4" 9" 9" 1 1/4" 1 1/2" 1/4"1/2" 1"1"2 1/4"1 1/4" MIN 1/2" MIN 1/2" 8" 10 3/4" 1/2" 5/8" 1/4" 5/8" 1/4" 5/8" 1/4" 5/8" 1/2"6"1/2" MIN 3/4" MIN 3/4" 1'-2" 17 1/2" 1" 1"1"1"1"1"6 1/2"1"3"1" MIN 3/4" MIN 3/4" 4 3/4" 2"2" 4" 3/4" AT 1ST FLOOR LEVEL EXIT 2 LEVELS DOWN RUNS FIRST FLR. TO PH NO ROOF ACCESS NORTH STAIR 1022.9.2.1.1-1: "THE WORD 'STAIR' AND THE STAIR DESIGNATION...SHALL CONSIST OF NUMERALS OR CAPITAL LETTERS DESIGNATING THE IDENTIFICATION OF THE INTERIOR EXIT STAIRWAY... THE CHARACTERS SHALL BE A MINIMUM OF 11/2" IN HEIGHT." 1022.9.2.1.1-6: "[IF THE STAIRWAY] PROVIDES ACCESS TO THE ROOF, THE WORDS 'FIRE DEPT. ROOF ACCESS' SHALL BE DISPLAYED IMMEDIATELY AFTER THE STAIR IDENTIFICATION." 1022.9.2.1 (PARTIAL): "THE SIGNAGE SHALL IDENTIFY THE...TERMINUS OF THE TOP AND BOTTOM OF THE... STAIRWAY..." PER 1022.9.2.1.1-4, THESE LETTERS SHALL BE MINIMUM 1" IN HEIGHT ("OTHER LETTERING OR NUMBERS"). 1022.9.2.1.1-3: "THE NUMERALS OR CAPITAL LETTERS DESIGNATING THE FLOOR LEVEL SHALL BE A MINIMUM OF 5" IN HEIGHT & LOCATED IN THE CENTER OF THE SIGN." PER 1022.9.2.1.1-5: "THE DIRECTIONAL ARROW SHALL BE A MINIMUM OF 4" IN LENGTH" 1022.9.2.1 (PARTIAL): "THE SIGNAGE SHALL ALSO IDENTIFY THE STORY OF & DIRECTION TO THE EXIT DISCHARGE..." PER 1022.9.2.1.1-4, THESE LETTERS SHALL BE MINIMUM 1" IN HEIGHT (EITHER LETTERING OR NUMBERS). 1" 1/2" 1"1/2" 1" 5 1/2" 5" 3" 1 1/2" 1/2"1" 3/4" 1" 3/4" 1 1/2" 12" MIN. 16" 5' -0" ABOVE LANDING 1'-0" 18" MIN. 3/4"3/4" 1/8" MATTE ACRYLIC PANEL W/ SUBSURFACE PAINT & SURFACE SCREENED COLOR GRAPHICS 4'-0" AFF RECYCLE NO SMOKING 1/8" ALUM FIGURES & LETTERS W/ SATIN SILVER FINISH 1/4" NON-GLARE PLASKOLITE SUB-SURFACE PTD 1/32" RAISED GRADE II BRAILLE, CLEAR RAISED VT MOUNT 1/4"1/4" 7" 1'-0" WITHIN 25' OF ENTRIES, OUTDOOR AIR INTAKES AND OPERABLE WINDOWS 1/2" 6" 1/2" 5/8"5/8"5/8"1"1" 3/8" 1/4" 1/2"1/2" 1/2" MECHANICAL ROOF EQUIPMENT DEPENDING ON WIDTH OF TEXT 1/8" ALUM LETTERS W/ SATIN SILVER FINISH 1/4" NON-GLARE PLASKOLITE SUB-SURFACE PTD 1/32" RAISED GRADE II BRAILLE, CLEAR RAISED VT MOUNT 1/2" 1/4" 1/2" 5/8" 1/2" 5/8" 1/2" 3 1/2" 6" OR 8" 1/8" MATTE ACRYLIC PANEL W/ SUBSURFACE PAINT & SURFACE SCREENED COLOR GRAPHICS 1/8" CLEAR ACRYLIC PANEL COVER SURFACE SILK SCREENED COLOR GRAPHICS VT MOUNT BY ORDER OF THE FOR YOUR SAFETY NOTICE 1" 1/2" 1"3/4" 1/2" 6 1/8" 4 1/8" 3 1/4" 2" 4'-0" AFF 1'-6" OCCUPANCY IS LIMITED TO 47 PERSONS ITHACA FIRE MARSHALL This sign shall be posted at all times. 5/8"3/4" 1 1/2"5/8" 5/8" 1/2" 1 1/2" 3/4"2"3/4" BURN CALORIES, NOT ELECTRICITY ***POST THIS SIGN IN VISIBLE LOCATION AT PH ASSEMBLY SPACE NORTH STAIR ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 3" = 1'-0" SIGNAGE SCHEDULE A805 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION INTERIOR UNIT FINISH SCHEDULE & LEGENDS A806 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT ROOM NAMEFLOORBASE WALLSCEILING COMMENTS MATERIALFINISHMATERIALFINISH BEDROOMLVT-1WB-1GWBPT-1GWBPT-4 LIVING ROOMLVT-1WB-1GWBPT-1GWBPT-4 KITCHENLVT-1WB-1GWBPT-1GWBPT-4 BATHROOMLVT-2RB-1GWBPT-2GWBPT-4 CLOSETSLVT-1WB-1GW BPT-1GWBPT-4 UNIT FINISH SCHEDULE PT-1PAINTSHERWIN WILLIAMS, COLOR: 7006 EXTRA WHITE, FINISH: FLAT PT-2PAINTSHERWIN WILLIAMS, COLOR: 7006 EXTRA WHITE, FINISH: EGGSHELL DESIGNATIONMATERIALMANUFACT URER / COLOR / FINISHCSI SECTIONCOMMENTS LVT-1LUXURY VINYL TILESHAW HARD SURFACE, STYLE: 0866V CATHEDRAL OAK 720C PLUS, COLOR: TBD, WIDTH 8.86 IN LVT-2LUXURY VINYL TILESHAW HARD SURFACE, STYLE NAME: INTREPID TILE PLUS, STYLE NO: 2026V , COLOR: PEBBLE, COLOR NO: 00599, SIZE: 12"X24", CONSTRUCTION: 20 MIL, 6.5 MM THICK PT-4PAINTSHERWIN WILLIAMS, COLOR: 7006 EXTRA WHITE, FINISH: SATIN RB-1RUBBER WALL BASETARKETT, LINE: MANDALAY, PROFILE: MW-X- H, COLOR: TBD, SIZE: 4.5' WB-1WALL BASEPAINTED MDF, PROFILE: SQUARE, COLOR: SHERWIN WILLIAMS 7006 EXTRA WHITE, FINISH: SEMI-GLOSS, SIZE: 3 1/4 H" X 3/4" TH UNIT FINISH LEGENDS FLOORING WALLS BASE CEILINGS 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 PT-4PAINTSHERWIN WILLIAMS, COLOR: 7006 EXTRA WHITE, FINISH: SATIN DOORS AND BARN DOOR TRIM PT-5SW 6992 INKWELL, FINISH: SATIN1 1 ALIGN ALIGN ALIGN ALIGN ALIGN ALIGNALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGNALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN L8 LE L10 L12.1 LBLA LD L13.2 L14.1 L15 L9 LF L12.2 LG.1 CENTRAL STAIR 023A 113 023A 112 022A 110 020A 111 014A 102B 014A 102A 018A 107B 012G 100A G 013 100B WATER SERVICE ROOM 105 LEASING OFFICE 104 MAIL ROOM 103 PACKAGE ROOM 102 LOBBY 101 RESIDENT LOUNGE 107 PET RELIEF AREA 111 BICYCLE ROOM 115 RESTROOM 112 RESTROOM 113 TRASH ROOM 116 ELEV 1 ELEV 2 ELEVATOR LOBBY 106 PET SPA 110 SEE ARCH DRAWINGS FRIDGE FIRE PLACE ART WALL ART INFO SCREEN CAFE STATION CONCIERGE CAFE/ CO-WORK MIRROR MIRROR ART WALLART WALL 2 1/8" 7'-0" 10 1/8" 7'-0" 2 1/8" YOGA STUDIO 109 EXIT CORRIDOR 114 ID600 5 8 ID608 3 ID6076 ID606 4 ID607 2 ID603 1 ID605 7 ID605 1 5 8 6 4 3 2 3 5 3 1 5 3 4 1 4 2 ID608 5 ID600 3 ID602 6 ID602 1 ID620 4 ID6016 1 WATER BOTTLE STATION 8 6 7 2 5 3 021C 109 4 2 1 2 3 4 017C 108 ID601 12 ID600 7 ID6009 017 107A 6 7 4'-2" ID601 5 5 ID6032 ID603 4 ID601 4 ID606 2 ID620 5 4 3 2 ID620 1 1B 5'-4 7/8" V.I.F. 2'-0" EQ 2'-7 1/2" 2'-7 1/2" EQ 2'-0" 5'-1 7/8" 11A 11'-6" ID604 8 L14.2 L13.1 ID6044 ID604 6 2 7 ID604 3 1 5 2B 2B 1D 1D 2B1D 2B 19C 11A 11A 11B 11A 2B 2B 2B 1D 1D 1C 1D 1C 1B 8'-6 7/8"+/12'-0" 1D 19C 19C 11A 1B 1D1D 11B 1D 2B 2B 1'-0" 11B 11B 11A 1B 1B 11B 19B 11B 1'-6" 9'-3 1/2"+/- 1'-6" 3/4"4'-3 3/8"3/4" 1'-5" 8'-0 3/4" 1'-5" . 11'-2 1/2" +/2'-1" 4'-6" 30'-2 5/8" +/- 3'-8" 6'-10 5/8"+/- 1'-6" MAX. 2'-0" 2'-4 3/8" +/6'-7" 10'-0 1/2" 2'-6" 2" 1'-4" 4 5/8" 4'-9 1/2"+/4 5/8" EQ 2'-7 1/2" 2'-7 1/2" 2'-7 1/2" EQ 11A CONTINUOUS FLOOR HEATER, RUNTAL EB3 TYPE, SEE INTERIOR ELEVATION FOR LOCATION AP-12AP-13 AP-10 PF-10 PF-11 PF-12 AP-30 PF-40 PF-20 PF-22 PF-23 PF-21 8'-9"5'-11 1/4" 1'-1" 5'-1" 2'-6" 14'-8 1/4" MIN. 4'-0" 1" 1" 12'-3"8'-9 3/4" +/-4'-2" 4'-2" 14'-11 1/4"+/- 6'-1 1/2" 6'-4 3/4"+/10" 2'-6" 10" 19C SEE ARCH DRAWINGS FIREPROOFING, TYP. - SEE ARCH. DWGS. SEE ARCH DRAWINGS 019 107C 025A 115A 024B 114 027B 116A 2B FITNESS CENTER 108 2B 2B 5'-6"1'-6" 1D 1D 1D 1D 2B EQEQ M IN. 1'-0". 1'-6" MIN 1'-7" 2B 2'-6" 4'-4" 1D 10'-8 1/4" 1D L11 L16 016A 105 037A 127 7 7 7 7 7 7 FIREPROOFING, TYP. - SEE ARCH. DWGS. 11B LG.2 4 1/2" 6" 2'-6" 6" 4 1/2" 7 LOW LOW 4" 4" 8'-5 1/8"9 '-9 5/8"2 '-5 1/8" 3'-0" LC 2'-1" 2'-0" MAX. TO BACKSPLASH 4 3/8"+/19C MIRROR 1D 11B 1'-2" ID702 1 ID703 1 ID706 1 2'-6"2 '-6" 2'-1" 2'-1" 11 3/8" +/4'-5 3/8" +/8'-6" 8'-6" 3'-8 3/4" 4'-0" 2'-7" 19C EQ 2'-7 1/2" 2'-7 1/2" 2'-7 1/2" 2'-7 1/2" EQ 2'-1" 1'-5" 15'-11 3/8" 1'-5" 11'-0 3/4" 4 5/8" 2" 4" 2'-1" EQ 2'-1" EQ 2'-1" 4" 6'-6 3/4"+/+/1'-11 1/2" 2'-1" EQ 2'-1" 4" 2'-1"E Q2 '-1"4 " +/1'-4"2 '-1"2 '-1" 6"3 /4" 4" 6'-1 1/2" ID603 6 11D 1A 1'-6" 1'-6" 3'-6"MIN. 1'-6" 015F 104 7 7 7 7 7 4 5/8" ID701 5 5'-9 1/4" 4'-4 7/8" 5'-9 1/4" ID700 3 EQE Q EQE Q COORDINATE HP-1 PANEL LOCATION - SEE ARCH. /ELEC. DWGS. FOR REQUIREMENTS 1D 11A RE: ARCH. DWG 3 ADD 1/2" CEMENT BACKER BOARD FOR 1/2" THIN BRICK ON 1/4" MORTAR THIN SET, PER MANUF. REC. ADD 1/2" CEMENT BACKER BOARD FOR 1/2" THIN BRICK ON 1/4" MORTAR THIN SET, PER MANUF. REC. TYP. 1'-0" TYP. 1'-0" SEE ARCH. DWGS FOR SLOPE 1D 7 7 S19 S-17 S-18 S20 11B EQ 2'-0 7/8" EQ 2'-0 7/8" SCHEDULED FEC SCHEDULED FEC 3 7/8"3 /4" 4'-4 7/8"3 /4"5 '-8 1/2" 1'-0" 7'-1 1/2"+/1'-6" 1B 1D 1D 1D 1'-8" 2B 11A VESTIBULE 100 2" 8" MIN. 3'-0" MIN. 3'-0" 8'-5 1/8" +/13'-1 1/8" +/3 1/2" 7'-5 3/8"+/8 1/2" +/1 7/8" MIN. 3'-0" 4'-9 3/8" 4 3/8"+/026A 115B ID708 1 2" 1'-4" 4" SEE ARCH. PLAN DETAILS FOR ADDITIONAL INFORMATION SEE ARCH. PLAN DETAILS FOR ADDITIONAL INFORMATION 2'-1"E Q2 '-1" 4" 1'-8" 4" 1'-4" 2" 5'-0" +/1 1/4" 1 1/4" 1 1/4" 10 3/4" 1'-0" ART 1'-0 3/8" 1'-0 1/4" 1'-1 3/4" GENERAL NOTES 1. SEE INTERIOR ELEVATIONS AND DETAILS FOR ADDITIONAL INFORMATION. 2. COORDINATE ALL LOCATIONS OF RECEPTACLES, SWITCHES, TOUCH PANELS IN AMENITY SPACES W/ ID 600s AND 700s. 3. CONDUIT FOR FLOOR MOUNTED POWER, PHONE AND DATA RECEPTACLES SHALL BE CAST IN SLAB AS REQ'D. CONFIRM ALL LOCATIONS FOR FLOOR OUTLETS AND FINISHES W/ ID PRIOR TO INSTALLATION. 4. VERIFY ALL DIMENSIONS SHOWN IN FIELD. 5. FOR PARTITION TYPES AND ASSOCIATED GENERAL RULES SEE ARCHITECTURAL DRAWINGS; RE: A801. 6. FOR DOOR TYPES AND ASSOCIATED GENERAL RULES SEE ARCHITECTURAL DRAWINGS; RE: A802. 7. FOR INTERIOR STOREFRONT AND ASSOCIATED GENERAL RULES SEE ARCHITECTURAL DRAWINGS U.N.O.; RE: A8XX. 8. U.N.O. ALL INTERSECTING PARTITIONS ARE ASSUMED TO BE 90 DEGREES TO EACH OTHER. ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATE DESCRIPTION N 1/4" = 1'-0" 1ST FLOOR WEST ENLARGED PLAN ID401 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT DIMENSIONS ADJUSTED AT FIREPLACE SEATING AS REQUIRED. 1 DIMENSIONS ADJUSTED AT WINDOW BAY/ SEATING AS REQUIRED. 1 1 ADJUSTED PER ARCH. BACKGROUND CHANGES. 1 12.23.2020 PERMIT SET 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGNALIGN ALIGN CENTRAL STAIR WATER SERVICE ROOM 105 LEASING OFFICE 104 MAIL ROOM 103PACKAGE ROOM 102 LOBBY 101 RESIDENT LOUNGE 107 PET RELIEF AREA 111 BICYCLE ROOM 115 RESTROOM 112 RESTROOM 113 TRASH ROOM 116 ELEV 1 ELEV 2 ELEVATOR LOBBY 106 PET SPA 110 SEE ARCH DRAWINGS YOGA STUDIO 109 EXIT CORRIDOR 114 SEE ARCH DRAWINGS WB SCHLUTER SCHIENE, FINISH: BRUSHED STAINLESS STEEL SCHLUTER RENO-RAMP, FINISH: SATIN ANODIZED ALUMINUM SCHLUTER RENO-RAMP, FINISH: SATIN ANODIZED ALUMINUM SCHLUTER RENO-V, FINISH: SATIN ANODIZED ALUMINUM COORDINATE W/ MANUFACTURER SCHLUTER RENO-RAMP, FINISH: SATIN ANODIZED ALUMINUM SCHLUTER RENO-RAMP, FINISH: SATIN ANODIZED ALUMINUM SEE ARCH DRAWINGS FITNESS CENTER 108 CAB-10 CAB-10 FLOORING TO EXTEND UNDER MILLWORK, TYP. SCHLUTER RENO-RAMP, FINISH: SATIN ANODIZED ALUMINUM FLOORING TO EXTEND UNDER MILLWORK, TYP. FLOORING TO EXTEND UNDER FIREPLACE TABLE, TYP. FLOORING TO EXTEND UNDER MILLWORK, TYP. SCHLUTER EXPANSION STRIP SCHLUTER EXPANSION STRIP FLOORING TO EXTEND UNDER MILLWORK, TYP. TS-10 TS-12 TS-12TS-11 TS-10 TS-10 TS-10 TS-13 SCHLUTER RENO-V, FINISH: SATIN ANODIZED ALUMINUM TS-13 SCHLUTER RENO-V, FINISH: SATIN ANODIZED ALUMINUM TS-13 SCHLUTER EXPANSION STRIP TS-12 TS-10 SCHLUTER RENO-V, FINISH: SATIN ANODIZED ALUMINUM TS-13 WB FLOOR DRAIN, CENTERED ON ROOM, SATIN SS FINISH FLOOR DRAINS, CENTERED ON ROOM, SATIN SS FINISH EQEQ EQ EQ EQ EQ TYPICAL TILE PATTERN PROVIDE FLOOR DRAIN - RE: PLUMB. DWGS TYP. TYP. TYP. TYP. EQ EQ WB WB WB WB EQ EQ TYP. TYP. 1. SEE INTERIOR ELEVATIONS AND DETAILS FOR ADDITIONAL INFORMATION. 2. ALL TRANSITION STRIPS UNDER DOORS TO BE LOCATED CENTERED ON DOOR LEAVES AND EXTEND FULL WIDTH. 3. ALL FLOOR TRANSITIONS TO COMPLY WITH ADA AND FAIR HOUSING REQUIREMENTS. 4. COORDINATE W/ ARCHITECTURAL DOOR SCHEDULE AND INTERIOR FINISH SCHEDULES. FINISH FLOOR LEGEND GENERAL NOTES TILE; T-10, SEE FINISH SCHEDULE TILE; T-11, SEE FINISH SCHEDULE POLISHED CONCRETE; PC-10 SEE FINISH SCHEDULE CARPET TILE; CPT-21 SEE FINISH SCHEDULE LUXURY VINYL TILE; LVT-10 SEE FINISH SCHEDULE CARPET TILE; CPT-10 SEE FINISH SCHEDULE CARPET TILE; CPT-20 SEE FINISH SCHEDULE RUBBER; RB-10 SEE FINISH SCHEDULE RUBBER; RB-11 SEE FINISH SCHEDULE WALK-OFF MAT; WM-10 SEE FINISH SCHEDULE LUXURY VINYL TILE, LVT-11; SEE FINISH SCHEDULE WP WORK POINT, START HERE ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATE DESCRIPTION N 1/4" = 1'-0" 1ST FLOOR WEST FINISH PLAN ID401_F Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1 FLOORING PATTERN / STARTING POINTS ADDED FOR CLARITY 1 ADJUSTED PER ARCH. BACKGROUND CHANGES. 1 12.23.2020 PERMIT SET 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET CENTRAL STAIR LEASING OFFICE 104 MAIL ROOM 103 PACKAGE ROOM 102 LOBBY 101 RESIDENT LOUNGE 107 YOGA STUDIO 109 PET RELIEF AREA 111 BICYCLE ROOM 115 RESTROOM 112 RESTROOM 113 TRASH ROOM 116 ELEV 1 ELEV 2 ELEVATOR LOBBY 106 PET SPA 110 SEE ARCH DRAWINGS CO-WORK FIRE PLACE TVTV COOKING CLASS/ BAR ART WALL ART CAFE STATION CONCIERGE CAFE/ CO-WORK MIRROR MIRROR ART WALLART WALL EXIT CORRIDOR 114 WATER BOTTLE STATION TV TRASH COAT ART FITNESS CENTER 108 SEE ARCH DRAWINGS INFO SCREEN WATER SERVICE ROOM 105 SEE ARCH DRAWINGS TV FRIDGE MIRROR VESTIBULE 100 LOCATION OF 3 SPECIFIED FLOOR OUTLETS (SATIN SS FINISH) TO BE CONFIRMED W/ ID & OWNER PRIOR TO INSTALLTION ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATE DESCRIPTION N 1/4" = 1'-0" 1ST FLOOR WEST FURNITURE PLAN ID401_FF Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1 1 ADJUSTED PER ARCH. BACKGROUND CHANGES. 1 12.23.2020 PERMIT SET 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET OS PS SD SD SD SD SD SD OS SDSD SD SD OS SD OS OS OS OS SD OS OS OS OS SD OS SD ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN EXPOSED CONCRETE CEILING SLAB 1/2" GYPSUM BOARD CEILING, PTD; HT 8'-2" AFF 1/2" GYPSUM BOARD CEILING, PTD; HT 9'-0" AFF 1/2" GYPSUM BOARD CEILING, PTD; HT 8'-6" AFF 1/2" GYPSUM BOARD CEILING, PTD; HT 10'-0" AFF WOOD SLAT (OR FINISH) CEILING; SECURILY ATTACHED TO GWB; SEE ID-ELEVATIONS 1. SEE INTERIOR ELEVATIONS AND DETAILS FOR ADDITIONAL INFORMATION. 2. ALL SPRINKLER HEADS IN AMENITY SPACES TO BE CONCEALED. CONFIRM ALL LOCATIONS AND FINISHES W/ INTERIOR DESIGNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 3. ALL SLOT DIFFUSER IN AMENITY SPACES TO BE MUD-IN TYPE UNLESS NOTED OTHERWISE. COORDINATE LENGTHS AND LOCATIONS AS INDICATED IN THESE RCPS. VERIFY LENGTHS IN FIELD TO MEET DESIGN INTENT PRIOR TO INSTALLATION. 4. ALL CONDUIT FOR CEILING MOUNTED FIXTURES OR DEVICES IN AREAS WITH EXPOSED CONCRETE CEILINGS SHALL BE CAST IN CONCRETE SLAB FOR CONCEALMENT. CONDUIT FOR FLOOR MOUNTED POWER, PHONE AND DATA RECEPTACLES SHALL BE CAST IN SLAB. 5. PROVIDE CONTROL JOINTS IN SUSPENDED GYPSUM BOARD CEILING AS SHOWN AND/OR AS REQ'D BY CEILING CONSTRUCTION. LOCATIONS SHALL BE SUBMITTED FOR REVIEW & APPROVAL BY INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. ALIGN WALL & CEILING CONTROL JOINTS, TYPICAL. 6. CONTRACTOR SHALL PROVIDE ACCESS PANELS (MUD-IN TYPE) IN SUSPENDED GYP BOARD CEILING OR AS SHOWN ON ID, ARCH & MEP DRAWINGS AND/OR AS REQ'D TO SERVICE MEP/FP SYSTEMS & EQUIPMENT. LOCATIONS IN AMENITY SPACES CURRENTLY NOT SHOWN ON ID DRAWINGS SHALL BE SUBMITTED FOR REVIEW & APPROVAL BY INTERIOR DESIGNER, ARCHITECT & OWNER PRIOR TO INSTALLATION. 7. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS, ETC. FOR ALL CEILING MOUNTED ACCESS PANELS, CEILING TRIM, LIGHT FIXTURES, WINDOW TREATMENTS & OTHER EQUIPMENT OR DEVICES AS REQ'D. 8. REFER TO ID DRAWINGS FOR LIGHT FIXTURE LOCATIONS. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPE, SWITCHING & LAMPING. ANY POSSIBLE DISCREPANCIES W/ ID DWGS TO BE COORDINATED AND CONFIRMED W/ INTERIOR DESIGNER PRIOR TO INSTALLATION. 9. REFER TO INTERIOR DRAWINGS FOR ADD'L CEILING FINISH INFORMATION. 10. INSTALL ALL INSULATION PER MANUFACTURER'S INSTRUCTIONS. CONTRACTOR TO HAVE INSTRUCTIONS AVAILABLE FOR INSPECTION. 11. FOR ALL PENDANTS IN AMENITY SPACES, CONFIRM FINAL HEIGHTS W/ INTERIOR DESIGNER AND OWNER IN FIELD PRIOR TO INSTALLATION. 12. ALL CAMERA LOCATIONS AND FINISHES TO BE COORDINATED AND CONFIRMED W/ INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 13. ALL AV DEVICE LOCATIONS AND FINISHES TO BE COORDINATED AND CONFIRMED W/ INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 1/2" GYPSUM BOARD CEILING, PTD; HT VARIES, SEE NOTES PENDANT (AP) CEILING MOUNT, DIRECTIONAL, CYLINDER, FOR PLANTS (AA) RECESSED LIGHT FIXTURE (AD) STRIP LIGHT W/ LENS (AL) - V.I.F. COVE LIGHT / ART WALL WASH (ACL) - V.I.F. RECESSED STRIP LIGHT W/ LENS (ALR) - V.I.F. LINEAR PENDANT (ALP) SURFACE CEILING LIGHT FIXTURE, DISC (AF) RECESSED DOWNLIGHT (AD) MILLWORK WALL SCONCE (AW) VERTICAL STRIP LIGHT (AL) SPEAKER - SEE AV DWGS FOR TYPES (FINISH TO MATCH ADJACENT CLG. OR WALL, U.N.O.) SPEAKER/STROBE - SEE ELEC. DWGS OCCUPANCY SENSOR SEE ELEC. DWGS PHOTO SENSOR - SEE ELEC. DWGS EXIT SIGN - SEE ELEC. DWGS SMOKE DETECTOR - SEE ELEC. DWGS CENTERLINE RETURN - SEE MECH. DWGS EXHAUST/SUPPLY - SEE MECH. DWGS PS OS SD RCP LEGEND RCP GRAPHIC KEY RCP GENERAL NOTES 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-0" AFF 1/2" GYPSUM BOARD CEILING, PTD. (U.N.O.); HT 7'-10" AFF 48"x48" SUSPENDED CEILING SYSTEM, RIGID POLYISO INSULATION PANELS LEASING OFFICE 104 MAIL ROOM 103 PACKAGE ROOM 102 LOBBY 101 RESIDENT LOUNGE 107 YOGA STUDIO 109 PET RELIEF AREA 111 BICYCLE ROOM 115 RESTROOM 112 RESTROOM 113 TRASH ROOM 116 ELEV 1 ELEV 2 ELEVATOR LOBBY 106 EXIT CORRIDOR 114 PET SPA 110 SEE ARCH DRAWINGS, TYP. CENTRAL STAIR SEE ELEC. DRAWINGS ACL2 AL2 AL2 AP3 EQ EQ AP2 AP2 AP2 AD1 AD1 AD1 AL1 AL1 AL1 AL1 AL1 EQ EQ AW1 AW1 AW1 4'-0" 4'-0" EQ EQ AF4 AF4 AF4 AF3AF3 AF3 AF4 AF3 AF4 AF3 AF4 AL4 AL4 AF5 AF5 AF5 AP1A AP1B AP1B AP1A AD2 AL4 AF1 AF1 AA1 ALP1 AA1AA1 1'-6" AL2 AL2 AL2 (2) 2'-0" 2'-0" 1'-0" 1'-0" AA1 AA1 ACL1 3'-8" 3'-6" 3'-6" 2'-6" 3'-6" 1'-9" EQ EQ 2'-0" 2'-0" 1'-6" 1'-6" EQ EQ EQ2EQ2 AF2 AF2 AF2 AF2 AF2 AF2 AF2 AF2 ALP2 EQ EQEQ EQ EQ EQ EQ EQEQEQEQEQEQ ACL2 3'-0" ALP2 AP1A 2" 1'-0" 2" 1'-0" 2" 1'-0" 2" 1'-0" 2" 1'-0" 2" 1'-0" 2" 1'-0" 2" 1'-0" 2" 1'-0" 2" 1'-0" 2" 1'-0" 2" 1'-0" 2" AL4 AW1AW1 3'-6" 3'-6" 2" 4" 2" 4" 2" 4" 2" 4" 2" 4" 2" 4" 2" 4" 2" 2" 2'-3" 2" 2'-3" 2" 2'-3" 2" 2'-3" 2" 2'-3" 2" AL4 AL4 AL4 AL4 1'-3" 1'-3" FITNESS CENTER 108 (4) EQ EQ EQ 6'-6 1/2" +/-E QE QE Q 3'-6" AD2 AD2 AD2 AD2 AD2 AD2 AD2 AD2 AD2 EQ EQ AD4 AD4 AD4 AD3 AD3 AD3 AD3 1'-6" EQE Q AW2 1'-6" AP4A AP4B AP4C 3'-6" 6" 6" 1'-0" ACL1 AL3 AL3AL3 (LOW - SEE DETAIL) (LOW - SEE DETAIL) (LOW - SEE DETAIL) (LOW - SEE DETAIL) AL3 AL3 AL3 AL3 AL3 (LOW - SEE DETAIL) (2) (2) (2) (2) AL4 ALR1 SEE ARCH DRAWINGS, TYP. 2'-0" 4" 4" 10" CONTINUOUS MUD-IN SLOT DIFFUSER EQE Q WATER SERVICE ROOM 105 SEE ARCH DRAWINGS, TYP. EQ EQ 2'-6" EQE Q AP4C AP4A AP4B 1'-2" EQ EQCONTINUOUS MUD -IN SLOT DIFFUSER (FACING THE SIDE) CONTINUOUS MUD-IN SLOT DIFFUSER, TYP. CONTINUOUS MUD-IN SLOT DIFFUSER, TYP. CONTINUOUS MUD-IN SLOT DIFFUSER, TYP. CONTINUOUS MUD-IN SLOT DIFFUSER, TYP. CONTINUOUS MUD-IN SLOT DIFFUSER, TYP. CONTINUOUS MUD-IN SLOT DIFFUSER MUD-IN ACCESS PANEL 1'-6" 1'-6" 2'-6" 10" CONTINUOUS MUD-IN SLOT DIFFUSER (FACING THE SIDE) EQE Q THIS AREA GWB TO RECEIVE PT-18A; SEE ID-ELEVATIONS THIS AREA GWB TO RECEIVE PT-15A; SEE ID-ELEVATIONS EQ EQE Q EQ AF3 AF4 AF4 4'-0" CONTINUOUS MUD-IN SLOT DIFFUSER EQ AD1 AD1 AL5 AL5 AL5 AL5 WD-10 TYP. WD-11 TYP. WD-12 TYP. FILL W/ WOOD BLOCK (SAME FINISH, FLUSH, 8" LONG S-N DIRECTION, CENTERED ON CANOPY) TO PROVIDE SUPPORT FOR LIGHT FIXTURE CANOPY, TYP WD-11 1'-8" FAN COIL UNIT EQ EQ 2'-6" EQ EQ 4" 4"4" 2'-6"3 '-6" 4" CONTINUOUS MUD-IN SLOT DIFFUSER (FACING THE SIDE) - SEE ID604 4" 4" 4" 4" 4"2'-0" 4'-0" 2'-0" 2'-0" EQE Q 2'-0" 2'-0"2 '-0" EQ EQ AD2 2'-6" 4" 4" 4" 4" 4" 4" 4" (EQ) HEATING - SEE MECH. DWGS 6" 1'-0" 5" 3'-6" EQ EQ 4" AF1 FIRE PLACE FLUE PIPE - PROVIDE TRIM COLLAR (KEEP SLIM, TO MATCH MATERIAL/FINISH OF FP; CONCEALED ATTACHMENT) FOR CLEAN CLG. FINISH; FACE SERVICE DOOR ON OPPOSITE ELEVATION (CENTERED) OF WHERE OPENING IS PROVIDED, PER MANUF. RECOMMENDATION FILL W/ WOOD BLOCK (SAME FINISH, FLUSH, 6" LONG S-N DIRECTION, CENTERED ON CANOPY) TO PROVIDE SUPPORT FOR LIGHT FIXTURE CANOPY, TYP. 4'-0" 3'-0" 3'-0" 1'-6" 2'-0" EQE Q 1'-6" 2'-6" 1'-6" EQ EQ E Q EQ 1'-6" 2'-6" EQ EQ EQ EQ EQ EQ 2'-6" 2'-0" 2'-0" 1'-0" 3'-10"3'-10" EQ EQ 7'-6" 7'-6" 3'-9" 3'-9" 7'-6" 6" 6" 6" 6" 4" AD5 AD5 EQ EQE Q EQ EQE Q AD5AD5 AD5 EQ EQ EQ 3'-9" EQE Q AD5AD5 EQE Q AD5 AD5 1'-9" 1'-6" 1'-6" 1'-9" AD5 AD5 AD5 AD5 AD5 AD5 6'-0" 6'-0" ACL2 VESTIBULE 100 EQ EQ 10" AD2 EQ EQ AD2 EQE Q (LOW - SEE DETAIL) 3" 3" 10" 10" 3'-3" 4" EQ EQ EQ EQ 6" 9" 5" 3'-6" EQ EQ EQ MUD-IN ACCESS PANEL FOR DATA/PWR DROP LOCATION MUD-IN ACCESS PANEL FOR DATA/PWR DROP LOCATION 1'-6" 2'-0" 2'-0" 4" (EQ) EQ EQ EQ EQ EQ EQ PENDENT SPRINKLER (EXCEPTION) FINISH TO MATCH PT-18A PENDENT SPRINKLER (EXCEPTION) FINISH TO MATCH PT-18A 10"7 "3 " 1'-2" 3" FLUSH W/ UNDERSIDE OF WOOD, PROVIDE REMOTE DRIVER, TYP. ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATE DESCRIPTION N 1/4" = 1'-0" 1ST FLOOR WEST ENLARGED RCP ID401_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1 1 1 1 1 1 1 ADJUSTED PER ARCH. BACKGROUND CHANGES. DIMENSIONS AND/OR NOTES ADJUSTED/ADDED FOR CLARIFICATION/AS REQUIRED. 1 1 1 1 1 1 1 1 12.23.2020 PERMIT SET 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET UP DN DN UP DN EAST STAIR CENTRAL STAIR NORTH STAIR PROPERTY LINE PROPERTY LINE UNIT D12 231 /1ID414_F /1ID412_F /1 ID414_F /1 ID416_F /1 ID412_F /1 ID420_F /1ID412_F /1ID418_F ID6103 NORTH CORRIDOR 239 ELEVATOR LOBBY 238 SOUTH CORRIDOR 240 ID611 6 ID610 2 ID612 6 1 2 1 7 ID611 53 4 ID610 54 1 ID612 ID612 4 2 3 5 ID613 5 ID613 1 ID613 3 2 ID613 4 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATE DESCRIPTION N 1/8" = 1'-0" TYPICAL CORRIDOR PLAN ID410 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020 PERMIT SET 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET BACKGROUNDS CHANGED PER ARCH. CHANGES 1 OS OS OS SD SD SD SD SDSD OS SD ALIGN ALIGN ALIGN ALIGN ALIGN OS PS SD SEE ARCH DRAWINGS SEE ARCH DRAWINGS SOUTH CORRIDOR 240 ELEVATOR LOBBY 238 NORTH CORRIDOR 239 SEE ARCH DRAWINGS ACLC SEE ID600s FOR WALL/FLOORING ALIGNMENTS, TYP. IN THESE ACCENT AREAS 8'-0" EQ EQ EQ EQ AWC AWC AWC AWC CLC CLC CLC CLC CLC CLC CLC CLC AWC AWCAWCAWC CLC CLC 8'-0" EQ EQ EQ EQ 8'-0" 8'-0" EQ EQ EQ EQ EQ EQ AWC_B AWC_BEQ EQ EQ EQ AWC_B AWC AWC 10" EQ EQ 2'-0" CLC EQ EQ 2'-0" 2'-0" EQEQ 2'-0" 15'-0" 11'-0" EQ EQ MUD-IN ACCESS PANEL (KEEP TIGHT TO WALL AND ALIGN, PAINT TO MATCH ADJACENT FINISH) - SEE MECH. DWGS FOR ADDITIONAL REQUIREMENTS EQ2EQ2 WC-21 1. FOR OFFSETS OF SHAFT RISERS, PROVIDE CONTINUOUS 2HR RATED GWB ENCLOSURES ON ALL SIDES, FOR LOCATION SEE MECHANICAL DWGS. 2. ALL CONDUIT FOR CEILING MOUNTED FIXTURES OR DEVICES IN AREAS WITH EXPOSED CONCRETE CEILINGS SHALL BE CAST IN CONCRETE SLAB FOR CONCEALMENT. CONDUIT FOR FLOOR MOUNTED POWER, PHONE AND DATA RECEPTACLES SHALL BE CAST IN SLAB AS REQ'D. 3. PROVIDE CONTROL JOINTS IN SUSPENDED GYPSUM BOARD CEILING AS SHOWN AND/OR AS REQ'D BY CEILING CONSTRUCTION. LOCATIONS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. ALIGN WALL & CEILING CONTROL JOINTS WHERE POSSIBLE. 4. CONTRACTOR SHALL PROVIDE ACCESS PANELS IN SUSPENDED GYP BOARD CEILING AS SHOWN ON ARCH & MEP DRAWINGS AND/OR AS REQ'D TO SERVICE MEP/FP SYSTEMS & EQUIPMENT. LOCATIONS NOT SHOWN ON ARCH OR MEP DRAWINGS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. 5. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS, ETC. FOR ALL CEILING MOUNTED ACCESS PANELS, CEILING TRIM, LIGHT FIXTURES, WINDOW TREATMENTS & OTHER EQUIPMENT OR DEVICES AS REQ'D. 6. REFER TO ARCH. DRAWINGS FOR LIGHT FIXTURES LOCATIONS. 7. REFER TO MECH. DRAWINGS FOR LOCATION & SIZE OF HVAC DUCTS & DIFFUSERS. 8. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPE, SWITCHING & LAMPING. 9. REFER TO INTERIOR DRAWINGS FOR ADD'L CEILING FINISH INFORMATION 10. INSTALL ALL INSULATION PER MANUFACTURER'S INSTRUCTIONS. CONTRACTOR TO HAVE INSTRUCTIONS AVAILABLE FOR INSPECTION. 11. SPRINKLERS TO BE ORTHOGONALLY ALIGNED WITH AND EQUALLY SPACED BETWEEN OTHER BUILDING ELEMENTS (I.E. LIGHTS, DIFFUSERS, DOORWAYS, CEILINGS, BULKHEADS) AND EVENLY SPACED AND ALIGNED WITH EACH OTHER. CONFIRM ALL LOCATIONS W/ ARCHITECT PRIOR TO INSTALLATION. RECESSED LIGHT FIXTURE COVE LIGHT / ART WALL WASH (ACLC) - V.I.F. RECESSED STRIP LIGHT W/ LENS, FACING SIDE (CLC) - V.I.F. SURFACE MOUNT DOWNLIGHT WALL SCONCE SPEAKER - SEE AV DWGS FOR TYPES (FINISH TO MATCH ADJACENT CLG. OR WALL, U.N.O.) SPEAKER/STROBE - SEE ELEC. DWGS OCCUPANCY SENSOR SEE ELEC. DWGS PHOTO SENSOR - SEE ELEC. DWGS EXIT SIGN - SEE ELEC. DWGS SMOKE DETECTOR - SEE ELEC. DWGS CENTERLINE RETURN - SEE MECH. DWGS EXHAUST/SUPPLY - SEE MECH. DWGS PS OS SD RCP LEGEND RCP GRAPHIC KEY RCP GENERAL NOTES EXPOSED CONCRETE CEILING SLAB 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-4 1/2" AFF 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-0" AFF SURFACE MOUNT DOWNLIGHT, WET LOCATION PENDANT 1/2" GYPSUM BOARD CEILING, PTD. (U.N.O.); HT 7'-10" AFF ELEC. PANEL - SEE ELEC. DWGS TELECOM PANEL - SEE ELEC. DWGS INTERCOM - SEE ELEC. DWGS ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATE DESCRIPTION N 1/4" = 1'-0" TYP. CORRIDOR ENLARGED RCP CORE ID411_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT ADJUSTED PER ARCH. BACKGROUND CHANGES. ACCESS PANELS, SMOKE DETECTORS, OCCUPANCY SENSORS ADDED FOR CLARIFICATION. 1 BACKGROUNDS CHANGED PER ARCH. CHANGES 1 1 1 12.23.2020 PERMIT SET 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET 1 ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN SEE ARCH DRAWINGS SEE ARCH DRAWINGS SOUTH CORRIDOR 240 ELEVATOR LOBBY 238 NORTH CORRIDOR 239 SEE ARCH DRAWINGS WP 8'-0" 8'-0" 8'-0" SEE ID600s FOR WALL/CLG. ALIGNMENTS, TYP. IN THESE ACCENT AREAS EQ EQ EQ EQ ID412_F 2 TYP. EXTEND CARPET TILES TO TRANSITON STRIP, WHERE REQUIRED, TYP. TYP. TYP. TYP. TYP. WP WP WP WP FULL CARPET TILE, SEE TYP. DETAIL 2/ID412_F FOR ADDITIONAL INFO SEE ID420_F FOR MORE INFORMATION FULL CARPET TILE, SEE TYP. DETAIL 2/ID412_F FOR ADDITIONAL INFO WP SEE ID416_F FOR MORE INFORMATION FULL CARPET TILE, SEE TYP. DETAIL 2/ID412_F FOR ADDITIONAL INFO 1. SEE INTERIOR ELEVATIONS AND DETAILS FOR ADDITIONAL INFORMATION. 2. ALL TRANSITION STRIPS UNDER DOORS TO BE LOCATED CENTERED ON DOOR LEAVES AND EXTEND FULL WIDTH. 3. ALL FLOOR TRANSITIONS TO COMPLY WITH ADA AND FAIR HOUSING REQUIREMENTS. 4. COORDINATE W/ ARCHITECTURAL DOOR SCHEDULE AND INTERIOR FINISH SCHEDULES. FINISH FLOOR LEGEND GENERAL NOTES CARPET TILE; CPT-20 SEE FINISH SCHEDULE CARPET TILE; CPT-21 SEE FINISH SCHEDULE WP WORK POINT, START HERE THRESHOLD (ABSOLUTE BLACK GRANITE, MATTE) SEE ARCH. UNIT. FINISH SCHEDULE 8'-0" TYP. FULL SIZE TYP. FULL SIZE 1'-0"1'-0"1'-0"1'-0"1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" TYP. FULL SIZE TYP. FULL SIZE TYP. TYP. TYP. TYP. WP WP WP ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATE DESCRIPTION N As indicated TYP. CORR. ENLARGED FINISH PLAN CORE ID412_F Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/2" = 1'-0" 2 TYP. CARPET PATTERN BACKGROUNDS CHANGED PER ARCH. CHANGES. GENERAL NOTES ADDED FOR CLARIFICATION. 1 12.23.2020 PERMIT SET 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET SD OS OS OS SD SD SD SD ALIGN ALIGN ALIGN OS PS SD SEE ARCH DRAWINGS SEE ARCH DRAWINGS SEE ARCH DRAWINGS SOUTH CORRIDOR 240 SEE ID600s FOR WALL/FLOORING ALIGNMENTS, TYP. IN THESE ACCENT AREAS AWC AWC AWC AWC AWC AWC AWC AWC AWC AWC AWC AWC 10" EQEQ 8'-0" CLC CLC CLC CLC AWC_B 3'-0" EQEQ 2'-0"6'-0" 15'-0" 15'-0" 15'-0"15'-0" 15' -0" TO NEXT FIXTURE EQ EQ 15'-0" EQEQ MUD-IN ACCESS PANEL (KEEP TIGHT TO WALL AND ALIGN, PAINT TO MATCH ADJACENT FINISH) -SEE MECH. DWGS FOR ADDITIONAL REQUIREMENTS 2'-0" 9 3/4" MIN. EQ EQ EQEQ WALL MOUNTED EXIT SIGN 1. FOR OFFSETS OF SHAFT RISERS, PROVIDE CONTINUOUS 2HR RATED GWB ENCLOSURES ON ALL SIDES, FOR LOCATION SEE MECHANICAL DWGS. 2. ALL CONDUIT FOR CEILING MOUNTED FIXTURES OR DEVICES IN AREAS WITH EXPOSED CONCRETE CEILINGS SHALL BE CAST IN CONCRETE SLAB FOR CONCEALMENT. CONDUIT FOR FLOOR MOUNTED POWER, PHONE AND DATA RECEPTACLES SHALL BE CAST IN SLAB AS REQ'D. 3. PROVIDE CONTROL JOINTS IN SUSPENDED GYPSUM BOARD CEILING AS SHOWN AND/OR AS REQ'D BY CEILING CONSTRUCTION. LOCATIONS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. ALIGN WALL & CEILING CONTROL JOINTS WHERE POSSIBLE. 4. CONTRACTOR SHALL PROVIDE ACCESS PANELS IN SUSPENDED GYP BOARD CEILING AS SHOWN ON ARCH & MEP DRAWINGS AND/OR AS REQ'D TO SERVICE MEP/FP SYSTEMS & EQUIPMENT. LOCATIONS NOT SHOWN ON ARCH OR MEP DRAWINGS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. 5. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS, ETC. FOR ALL CEILING MOUNTED ACCESS PANELS, CEILING TRIM, LIGHT FIXTURES, WINDOW TREATMENTS & OTHER EQUIPMENT OR DEVICES AS REQ'D. 6. REFER TO ARCH. DRAWINGS FOR LIGHT FIXTURES LOCATIONS. 7. REFER TO MECH. DRAWINGS FOR LOCATION & SIZE OF HVAC DUCTS & DIFFUSERS. 8. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPE, SWITCHING & LAMPING. 9. REFER TO INTERIOR DRAWINGS FOR ADD'L CEILING FINISH INFORMATION 10. INSTALL ALL INSULATION PER MANUFACTURER'S INSTRUCTIONS. CONTRACTOR TO HAVE INSTRUCTIONS AVAILABLE FOR INSPECTION. 11. SPRINKLERS TO BE ORTHOGONALLY ALIGNED WITH AND EQUALLY SPACED BETWEEN OTHER BUILDING ELEMENTS (I.E. LIGHTS, DIFFUSERS, DOORWAYS, CEILINGS, BULKHEADS) AND EVENLY SPACED AND ALIGNED WITH EACH OTHER. CONFIRM ALL LOCATIONS W/ ARCHITECT PRIOR TO INSTALLATION. RECESSED LIGHT FIXTURE COVE LIGHT / ART WALL WASH (ACLC) -V.I.F. RECESSED STRIP LIGHT W/ LENS, FACING SIDE (CLC) -V.I.F. SURFACE MOUNT DOWNLIGHT WALL SCONCE SPEAKER -SEE AV DWGS FOR TYPES (FINISH TO MATCH ADJACENT CLG. OR WALL, U.N.O.) SPEAKER/STROBE -SEE ELEC. DWGS OCCUPANCY SENSOR SEE ELEC. DWGS PHOTO SENSOR -SEE ELEC. DWGS EXIT SIGN -SEE ELEC. DWGS SMOKE DETECTOR -SEE ELEC. DWGS CENTERLINE RETURN -SEE MECH. DWGS EXHAUST/SUPPLY -SEE MECH. DWGS PS OS SD RCP LEGEND RCP GRAPHIC KEY RCP GENERAL NOTES EXPOSED CONCRETE CEILING SLAB 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-4 1/2" AFF 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-0" AFF SURFACE MOUNT DOWNLIGHT, WET LOCATION PENDANT 1/2" GYPSUM BOARD CEILING, PTD. (U.N.O.); HT 7'-10" AFF ELEC. PANEL -SEE ELEC. DWGS TELECOM PANEL -SEE ELEC. DWGS INTERCOM -SEE ELEC. DWGS ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" TYP. CORRIDOR ENLARGED RCP EAST ID413_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET ADJUSTED PER ARCH. BACKGROUND CHANGES. ACCESS PANELS, SMOKE DETECTORS, OCCUPANCY SENSORS ADDED FOR CLARIFICATION. 1 1 1 1 ALIGN ALIGN ALIGN SEE ARCH DRAWINGS SEE ARCH DRAWINGS SEE ARCH DRAWINGS SOUTH CORRIDOR 240 8'-0" 8'-0" SEE ID600s FOR WALL/CLG. ALIGNMENTS, TYP. IN THESE ACCENT AREAS TYP. TYP. TYP. WP WP WP FULL CARPET TILE, SEE TYP. DETAIL 2/ID412_F FOR ADDITIONAL INFO WP FULL CARPET TILE, SEE TYP. DETAIL 2/ID412_F FOR ADDITIONAL INFO 1. SEE INTERIOR ELEVATIONS AND DETAILS FOR ADDITIONAL INFORMATION. 2. ALL TRANSITION STRIPS UNDER DOORS TO BE LOCATED CENTERED ON DOOR LEAVES AND EXTEND FULL WIDTH. 3. ALL FLOOR TRANSITIONS TO COMPLY WITH ADA AND FAIR HOUSING REQUIREMENTS. 4. COORDINATE W/ ARCHITECTURAL DOOR SCHEDULE AND INTERIOR FINISH SCHEDULES. FINISH FLOOR LEGEND GENERAL NOTES CARPET TILE; CPT-20 SEE FINISH SCHEDULE CARPET TILE; CPT-21 SEE FINISH SCHEDULE WP WORK POINT, START HERE THRESHOLD (ABSOLUTE BLACK GRANITE, MATTE) SEE ARCH. UNIT. FINISH SCHEDULE ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATE DESCRIPTION N 1/4" = 1'-0" TYP. CORR. ENLARGED FINISH PLAN EAST ID414_F Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020 PERMIT SET 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET BACKGROUNDS CHANGED PER ARCH. CHANGES. GENERAL NOTES ADDED FOR CLARIFICATION. 1 OSSD OS SD SD SD OS ALIGNALIGN OS PS SD SEE ARCH DRAWINGS SEE ARCH DRAWINGS SOUTH CORRIDOR 240 AWC AWC AWC AWCAWC CLCCLC AWCAWC AWCAWC AWC AWC AWC CLC CLC 8'-0" EQEQ EQ EQ AWC_B EQEQEQEQ 15'-0"30'-0"15'-0"15'-0" 11'-0"11'-0" EQEQ 1. FOR OFFSETS OF SHAFT RISERS, PROVIDE CONTINUOUS 2HR RATED GWB ENCLOSURES ON ALL SIDES, FOR LOCATION SEE MECHANICAL DWGS. 2. ALL CONDUIT FOR CEILING MOUNTED FIXTURES OR DEVICES IN AREAS WITH EXPOSED CONCRETE CEILINGS SHALL BE CAST IN CONCRETE SLAB FOR CONCEALMENT. CONDUIT FOR FLOOR MOUNTED POWER, PHONE AND DATA RECEPTACLES SHALL BE CAST IN SLAB AS REQ'D. 3. PROVIDE CONTROL JOINTS IN SUSPENDED GYPSUM BOARD CEILING AS SHOWN AND/OR AS REQ'D BY CEILING CONSTRUCTION. LOCATIONS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. ALIGN WALL & CEILING CONTROL JOINTS WHERE POSSIBLE. 4. CONTRACTOR SHALL PROVIDE ACCESS PANELS IN SUSPENDED GYP BOARD CEILING AS SHOWN ON ARCH & MEP DRAWINGS AND/OR AS REQ'D TO SERVICE MEP/FP SYSTEMS & EQUIPMENT. LOCATIONS NOT SHOWN ON ARCH OR MEP DRAWINGS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. 5. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS, ETC. FOR ALL CEILING MOUNTED ACCESS PANELS, CEILING TRIM, LIGHT FIXTURES, WINDOW TREATMENTS & OTHER EQUIPMENT OR DEVICES AS REQ'D. 6. REFER TO ARCH. DRAWINGS FOR LIGHT FIXTURES LOCATIONS. 7. REFER TO MECH. DRAWINGS FOR LOCATION & SIZE OF HVAC DUCTS & DIFFUSERS. 8. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPE, SWITCHING & LAMPING. 9. REFER TO INTERIOR DRAWINGS FOR ADD'L CEILING FINISH INFORMATION 10. INSTALL ALL INSULATION PER MANUFACTURER'S INSTRUCTIONS. CONTRACTOR TO HAVE INSTRUCTIONS AVAILABLE FOR INSPECTION. 11. SPRINKLERS TO BE ORTHOGONALLY ALIGNED WITH AND EQUALLY SPACED BETWEEN OTHER BUILDING ELEMENTS (I.E. LIGHTS, DIFFUSERS, DOORWAYS, CEILINGS, BULKHEADS) AND EVENLY SPACED AND ALIGNED WITH EACH OTHER. CONFIRM ALL LOCATIONS W/ ARCHITECT PRIOR TO INSTALLATION. RECESSED LIGHT FIXTURE COVE LIGHT / ART WALL WASH (ACLC) -V.I.F. RECESSED STRIP LIGHT W/ LENS, FACING SIDE (CLC) -V.I.F. SURFACE MOUNT DOWNLIGHT WALL SCONCE SPEAKER -SEE AV DWGS FOR TYPES (FINISH TO MATCH ADJACENT CLG. OR WALL, U.N.O.) SPEAKER/STROBE -SEE ELEC. DWGS OCCUPANCY SENSOR SEE ELEC. DWGS PHOTO SENSOR -SEE ELEC. DWGS EXIT SIGN -SEE ELEC. DWGS SMOKE DETECTOR -SEE ELEC. DWGS CENTERLINE RETURN -SEE MECH. DWGS EXHAUST/SUPPLY -SEE MECH. DWGS PS OS SD RCP LEGEND RCP GRAPHIC KEY RCP GENERAL NOTES EXPOSED CONCRETE CEILING SLAB 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-4 1/2" AFF 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-0" AFF SURFACE MOUNT DOWNLIGHT, WET LOCATION PENDANT 1/2" GYPSUM BOARD CEILING, PTD. (U.N.O.); HT 7'-10" AFF ELEC. PANEL -SEE ELEC. DWGS TELECOM PANEL -SEE ELEC. DWGS INTERCOM -SEE ELEC. DWGS ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" TYP. CORRIDOR ENLARGED RCP SOUTH ID415_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT SEE ID600s FOR WALL/FLOORING ALIGNMENTS, TYP. IN THESE ACCENT AREAS 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET MUD-IN ACCESS PANEL (KEEP TIGHT TO WALL AND ALIGN, PAINT TO MATCH ADJACENT FINISH) -SEE MECH. DWGS FOR ADDITIONAL REQUIREMENTS ADJUSTED PER ARCH. BACKGROUND CHANGES. ACCESS PANELS, SMOKE DETECTORS, OCCUPANCY SENSORS ADDED FOR CLARIFICATION. 1 1 1 ALIGN ALIGN ALIGN SEE ARCH DRAWINGS SEE ARCH DRAWINGS SOUTH CORRIDOR 2408'-0" SEE ID600s FOR WALL/CLG. ALIGNMENTS, TYP. IN THESE ACCENT AREAS EQ EQ TYP.TYP. WP WP WP FULL CARPET TILE, SEE TYP. DETAIL 2/ID412_F FOR ADDITIONAL INFO 1. SEE INTERIOR ELEVATIONS AND DETAILS FOR ADDITIONAL INFORMATION. 2. ALL TRANSITION STRIPS UNDER DOORS TO BE LOCATED CENTERED ON DOOR LEAVES AND EXTEND FULL WIDTH. 3. ALL FLOOR TRANSITIONS TO COMPLY WITH ADA AND FAIR HOUSING REQUIREMENTS. 4. COORDINATE W/ ARCHITECTURAL DOOR SCHEDULE AND INTERIOR FINISH SCHEDULES. FINISH FLOOR LEGEND GENERAL NOTES CARPET TILE; CPT-20 SEE FINISH SCHEDULE CARPET TILE; CPT-21 SEE FINISH SCHEDULE WP WORK POINT, START HERE THRESHOLD (ABSOLUTE BLACK GRANITE, MATTE) SEE ARCH. UNIT. FINISH SCHEDULE ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATE DESCRIPTION N 1/4" = 1'-0" TYP. CORR. ENLARGED FINISH PLAN SOUTH ID416_F Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020 PERMIT SET 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET BACKGROUNDS CHANGED PER ARCH. CHANGES. GENERAL NOTES ADDED FOR CLARIFICATION. 1 SDSD OS OS PS SD SEE ARCH DRAWINGS SEE ARCH DRAWINGS SEE ARCH DRAWINGS SOUTH CORRIDOR 240 SEE ID600s FOR WALL/FLOORING ALIGNMENTS, TYP. IN THESE ACCENT AREAS AWC AWCAWC AWC AWCAWC AWCAWC 8'-0" CLC CLC AWC_B 4'-0" EQEQ EQ EQ 2'-0"2'-0" EQEQ EQ EQ MUD-IN ACCESS PANEL (KEEP TIGHT TO WALL AND ALIGN, PAINT TO MATCH ADJACENT FINISH) -SEE MECH. DWGS FOR ADDITIONAL REQUIREMENTS 9 3/4" MIN. 1. FOR OFFSETS OF SHAFT RISERS, PROVIDE CONTINUOUS 2HR RATED GWB ENCLOSURES ON ALL SIDES, FOR LOCATION SEE MECHANICAL DWGS. 2. ALL CONDUIT FOR CEILING MOUNTED FIXTURES OR DEVICES IN AREAS WITH EXPOSED CONCRETE CEILINGS SHALL BE CAST IN CONCRETE SLAB FOR CONCEALMENT. CONDUIT FOR FLOOR MOUNTED POWER, PHONE AND DATA RECEPTACLES SHALL BE CAST IN SLAB AS REQ'D. 3. PROVIDE CONTROL JOINTS IN SUSPENDED GYPSUM BOARD CEILING AS SHOWN AND/OR AS REQ'D BY CEILING CONSTRUCTION. LOCATIONS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. ALIGN WALL & CEILING CONTROL JOINTS WHERE POSSIBLE. 4. CONTRACTOR SHALL PROVIDE ACCESS PANELS IN SUSPENDED GYP BOARD CEILING AS SHOWN ON ARCH & MEP DRAWINGS AND/OR AS REQ'D TO SERVICE MEP/FP SYSTEMS & EQUIPMENT. LOCATIONS NOT SHOWN ON ARCH OR MEP DRAWINGS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. 5. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS, ETC. FOR ALL CEILING MOUNTED ACCESS PANELS, CEILING TRIM, LIGHT FIXTURES, WINDOW TREATMENTS & OTHER EQUIPMENT OR DEVICES AS REQ'D. 6. REFER TO ARCH. DRAWINGS FOR LIGHT FIXTURES LOCATIONS. 7. REFER TO MECH. DRAWINGS FOR LOCATION & SIZE OF HVAC DUCTS & DIFFUSERS. 8. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPE, SWITCHING & LAMPING. 9. REFER TO INTERIOR DRAWINGS FOR ADD'L CEILING FINISH INFORMATION 10. INSTALL ALL INSULATION PER MANUFACTURER'S INSTRUCTIONS. CONTRACTOR TO HAVE INSTRUCTIONS AVAILABLE FOR INSPECTION. 11. SPRINKLERS TO BE ORTHOGONALLY ALIGNED WITH AND EQUALLY SPACED BETWEEN OTHER BUILDING ELEMENTS (I.E. LIGHTS, DIFFUSERS, DOORWAYS, CEILINGS, BULKHEADS) AND EVENLY SPACED AND ALIGNED WITH EACH OTHER. CONFIRM ALL LOCATIONS W/ ARCHITECT PRIOR TO INSTALLATION. RECESSED LIGHT FIXTURE COVE LIGHT / ART WALL WASH (ACLC) -V.I.F. RECESSED STRIP LIGHT W/ LENS, FACING SIDE (CLC) -V.I.F. SURFACE MOUNT DOWNLIGHT WALL SCONCE SPEAKER -SEE AV DWGS FOR TYPES (FINISH TO MATCH ADJACENT CLG. OR WALL, U.N.O.) SPEAKER/STROBE -SEE ELEC. DWGS OCCUPANCY SENSOR SEE ELEC. DWGS PHOTO SENSOR -SEE ELEC. DWGS EXIT SIGN -SEE ELEC. DWGS SMOKE DETECTOR -SEE ELEC. DWGS CENTERLINE RETURN -SEE MECH. DWGS EXHAUST/SUPPLY -SEE MECH. DWGS PS OS SD RCP LEGEND RCP GRAPHIC KEY RCP GENERAL NOTES EXPOSED CONCRETE CEILING SLAB 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-4 1/2" AFF 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-0" AFF SURFACE MOUNT DOWNLIGHT, WET LOCATION PENDANT 1/2" GYPSUM BOARD CEILING, PTD. (U.N.O.); HT 7'-10" AFF ELEC. PANEL -SEE ELEC. DWGS TELECOM PANEL -SEE ELEC. DWGS INTERCOM -SEE ELEC. DWGS ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" TYP. CORRIDOR ENLARGED RCP WEST ID417_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET ADJUSTED PER ARCH. BACKGROUND CHANGES. ACCESS PANELS, SMOKE DETECTORS, OCCUPANCY SENSORS ADDED FOR CLARIFICATION. 1 1 1 ALIGN SEE ARCH DRAWINGS SEE ARCH DRAWINGS SEE ARCH DRAWINGS SOUTH CORRIDOR 240 8'-0" SEE ID600s FOR WALL/CLG. ALIGNMENTS, TYP. IN THESE ACCENT AREAS EQEQ TYP. WPWP FULL CARPET TILE, SEE TYP. DETAIL 2/ID412_F FOR ADDITIONAL INFO WP 1. SEE INTERIOR ELEVATIONS AND DETAILS FOR ADDITIONAL INFORMATION. 2. ALL TRANSITION STRIPS UNDER DOORS TO BE LOCATED CENTERED ON DOOR LEAVES AND EXTEND FULL WIDTH. 3. ALL FLOOR TRANSITIONS TO COMPLY WITH ADA AND FAIR HOUSING REQUIREMENTS. 4. COORDINATE W/ ARCHITECTURAL DOOR SCHEDULE AND INTERIOR FINISH SCHEDULES. FINISH FLOOR LEGEND GENERAL NOTES CARPET TILE; CPT-20 SEE FINISH SCHEDULE CARPET TILE; CPT-21 SEE FINISH SCHEDULE WPWORK POINT, START HERE THRESHOLD (ABSOLUTE BLACK GRANITE, MATTE) SEE ARCH. UNIT. FINISH SCHEDULE ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" TYP. CORR. ENLARGED FINISH PLAN WEST ID418_F Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET BACKGROUNDS CHANGED PER ARCH. CHANGES. GENERAL NOTES ADDED FOR CLARIFICATION. 1 OS SD SD SD ALIGN ALIGN OS PS SD NORTH CORRIDOR 239 SEE ARCH DRAWINGS SEE ARCH DRAWINGS SEE ARCH DRAWINGS SEE ID600s FOR WALL/FLOORING ALIGNMENTS, TYP. IN THESE ACCENT AREAS AWC AWC AWC AWC CLC CLC CLC CLC AWC 8'-0"8'-0" AWC_B EQEQ AWC_B 10" 15'-0"15'-0" 5'-6" 2'-0" EQ2EQ2 MUD-IN ACCESS PANEL (KEEP TIGHT TO WALL AND ALIGN, PAINT TO MATCH ADJACENT FINISH) -SEE MECH. DWGS FOR ADDITIONAL REQUIREMENTS EQEQ EQ EQ 9 3/4" MIN. 1. FOR OFFSETS OF SHAFT RISERS, PROVIDE CONTINUOUS 2HR RATED GWB ENCLOSURES ON ALL SIDES, FOR LOCATION SEE MECHANICAL DWGS. 2. ALL CONDUIT FOR CEILING MOUNTED FIXTURES OR DEVICES IN AREAS WITH EXPOSED CONCRETE CEILINGS SHALL BE CAST IN CONCRETE SLAB FOR CONCEALMENT. CONDUIT FOR FLOOR MOUNTED POWER, PHONE AND DATA RECEPTACLES SHALL BE CAST IN SLAB AS REQ'D. 3. PROVIDE CONTROL JOINTS IN SUSPENDED GYPSUM BOARD CEILING AS SHOWN AND/OR AS REQ'D BY CEILING CONSTRUCTION. LOCATIONS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. ALIGN WALL & CEILING CONTROL JOINTS WHERE POSSIBLE. 4. CONTRACTOR SHALL PROVIDE ACCESS PANELS IN SUSPENDED GYP BOARD CEILING AS SHOWN ON ARCH & MEP DRAWINGS AND/OR AS REQ'D TO SERVICE MEP/FP SYSTEMS & EQUIPMENT. LOCATIONS NOT SHOWN ON ARCH OR MEP DRAWINGS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. 5. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS, ETC. FOR ALL CEILING MOUNTED ACCESS PANELS, CEILING TRIM, LIGHT FIXTURES, WINDOW TREATMENTS & OTHER EQUIPMENT OR DEVICES AS REQ'D. 6. REFER TO ARCH. DRAWINGS FOR LIGHT FIXTURES LOCATIONS. 7. REFER TO MECH. DRAWINGS FOR LOCATION & SIZE OF HVAC DUCTS & DIFFUSERS. 8. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPE, SWITCHING & LAMPING. 9. REFER TO INTERIOR DRAWINGS FOR ADD'L CEILING FINISH INFORMATION 10. INSTALL ALL INSULATION PER MANUFACTURER'S INSTRUCTIONS. CONTRACTOR TO HAVE INSTRUCTIONS AVAILABLE FOR INSPECTION. 11. SPRINKLERS TO BE ORTHOGONALLY ALIGNED WITH AND EQUALLY SPACED BETWEEN OTHER BUILDING ELEMENTS (I.E. LIGHTS, DIFFUSERS, DOORWAYS, CEILINGS, BULKHEADS) AND EVENLY SPACED AND ALIGNED WITH EACH OTHER. CONFIRM ALL LOCATIONS W/ ARCHITECT PRIOR TO INSTALLATION. RECESSED LIGHT FIXTURE COVE LIGHT / ART WALL WASH (ACLC) -V.I.F. RECESSED STRIP LIGHT W/ LENS, FACING SIDE (CLC) -V.I.F. SURFACE MOUNT DOWNLIGHT WALL SCONCE SPEAKER -SEE AV DWGS FOR TYPES (FINISH TO MATCH ADJACENT CLG. OR WALL, U.N.O.) SPEAKER/STROBE -SEE ELEC. DWGS OCCUPANCY SENSOR SEE ELEC. DWGS PHOTO SENSOR -SEE ELEC. DWGS EXIT SIGN -SEE ELEC. DWGS SMOKE DETECTOR -SEE ELEC. DWGS CENTERLINE RETURN -SEE MECH. DWGS EXHAUST/SUPPLY -SEE MECH. DWGS PS OS SD RCP LEGEND RCP GRAPHIC KEY RCP GENERAL NOTES EXPOSED CONCRETE CEILING SLAB 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-4 1/2" AFF 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-0" AFF SURFACE MOUNT DOWNLIGHT, WET LOCATION PENDANT 1/2" GYPSUM BOARD CEILING, PTD. (U.N.O.); HT 7'-10" AFF ELEC. PANEL -SEE ELEC. DWGS TELECOM PANEL -SEE ELEC. DWGS INTERCOM -SEE ELEC. DWGS ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" TYP. CORRIDOR ENLARGED RCP NORTH ID419_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET ADJUSTED PER ARCH. BACKGROUND CHANGES. ACCESS PANELS, SMOKE DETECTORS, OCCUPANCY SENSORS ADDED FOR CLARIFICATION. 1 1 1 ALIGN ALIGN NORTH CORRIDOR 239 NORTH CORRIDOR 239 SEE ARCH DRAWINGS SEE ARCH DRAWINGS SEE ARCH DRAWINGS 8'-0" 8'-0" SEE ID600s FOR WALL/CLG. ALIGNMENTS, TYP. IN THESE ACCENT AREAS TYP. EQ EQ WP WP FULL CARPET TILE, SEE TYP. DETAIL 2/ID412_F FOR ADDITIONAL INFO WP FULL CARPET TILE, SEE TYP. DETAIL 2/ID412_F FOR ADDITIONAL INFO 1. SEE INTERIOR ELEVATIONS AND DETAILS FOR ADDITIONAL INFORMATION. 2. ALL TRANSITION STRIPS UNDER DOORS TO BE LOCATED CENTERED ON DOOR LEAVES AND EXTEND FULL WIDTH. 3. ALL FLOOR TRANSITIONS TO COMPLY WITH ADA AND FAIR HOUSING REQUIREMENTS. 4. COORDINATE W/ ARCHITECTURAL DOOR SCHEDULE AND INTERIOR FINISH SCHEDULES. FINISH FLOOR LEGEND GENERAL NOTES CARPET TILE; CPT-20 SEE FINISH SCHEDULE CARPET TILE; CPT-21 SEE FINISH SCHEDULE WPWORK POINT, START HERE THRESHOLD (ABSOLUTE BLACK GRANITE, MATTE) SEE ARCH. UNIT. FINISH SCHEDULE ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" TYP. CORR. ENLARGED FINISH PLAN NORTH ID420_F Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET BACKGROUNDS CHANGED PER ARCH. CHANGES. GENERAL NOTES ADDED FOR CLARIFICATION. 1 ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN GENERAL NOTES 1. SEE INTERIOR DETAILS ID700s AND FINISH SCHEDULES ID800s FOR ADDITIONAL INFORMATION. 2. ALL TV DIMENSIONS AND LOCATIONS SHOWN HAVE TO BE VERIFIED/CONFIRMED BY OWNER. CONFIRM FINAL LOCATIONS W/ INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. 3. ALL LOCATIONS AND FINISHES WHERE THERE IS AN OPTION FOR WALL DEVICES EXPOSED TO VIEW IN AMENITY SPACES CURRENTLY NOT SHOWN IN THE ID600 SERIES (SUCH AS SENSORS, CONCEALED SPRINKLER HEADS, THERMOSTATS, CONTROL PANELS, CONTROLS, DOOR ACCESS CONTROL, ACCESS PANELS, ETC.) TO BE CONFIRMED W/ INTERIOR DESIGNER PRIOR & OWNER TO INSTALLATION. 4. ANY VARIATION OF WHAT IS SHOWN IN THESE ELEVATION VIOLATING CODE REQUIREMENTS TO BE DISCUSSED W/ INTERIOR DESIGNER PRIOR TO RELOCATION. 5. CENTERLINES OF WALL DEVICES IN THE SAME AREA/ ON THE SAME ELEVATION SHALL ALIGN IN VERTICAL AND HORIZONTAL DIRECTION AS SHOWN. 6. ALL WALL SPRINKLER HEADS IN AMENITY SPACES TO BE CONCEALED. CONFIRM ALL LOCATIONS AND FINISHES W/ INTERIOR DESIGNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 7. ALL WALL SLOT DIFFUSER IN AMENITY SPACES TO BE MUD-IN TYPE UNLESS NOTED OTHERWISE. COORDINATE LENGTHS AND LOCATIONS AS INDICATED IN THESE ELEVATIONS. VERIFY LENGTHS IN FIELD TO MEET DESIGN INTENT PRIOR TO INSTALLATION. 8. ALIGN WALL & CEILING CONTROL JOINTS, TYPICAL. LOCATIONS SHALL BE REVIEWED AND ACCEPTED BY INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. 9. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS, ETC. FOR ALL WALL MOUNTED ACCESS PANELS, LIGHT FIXTURES & OTHER EQUIPMENT OR DEVICES AS REQ'D. 10. REFER TO ID DRAWINGS FOR LIGHT FIXTURE LOCATIONS. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPE, SWITCHING & LAMPING. ANY POSSIBLE DISCREPANCIES W/ ID DWGS TO BE COORDINATED AND CONFIRMED W/ INTERIOR DESIGNER PRIOR TO INSTALLATION. 11. FOR ALL PENDANTS IN AMENITY SPACES, CONFIRM FINAL HEIGHTS W/ INTERIOR DESIGNER AND OWNER IN FIELD PRIOR TO INSTALLATION. 12. ALL CAMERA LOCATIONS AND FINISHES TO BE COORDINATED AND CONFIRMED W/ INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 13. ALL AV DEVICE LOCATIONS (INCLUDING SPEAKERS, PER AV DWGS) AND FINISHES TO BE COORDINATED AND CONFIRMED W/ ID & OWNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 14. ANY REMOVABLE FURNITURE SHOWN IS PART OF FF&E, UNLESS NOTED OTHERWISE. WM-10 INTERIOR STOREFRONT, 2" WIDE PROFILE, MATTE BLACK FINISH PT-30 TYP. 8'-0" GENERAL NOTE: CONFIRM RECESSED LOCATIONS AND FINISHES OF ALL EQUIPMENT/DEVICES ON THIS WALL W/ ID&ARCH. PRIOR TO INSTALLATION. NOTE 48" IS MAX HEIGHT TO ANY OPERABLE PARTS/CONTROLS. RA SEE ELEC. DWGS RECESSED, FIELD PAINTED TO MATCH PT-18 PT-18 PT-30 WB-10 TYP. TYP. TYP. SCHEDULED RECEPTACLE RE: ELEC. DWGS; MATTE BLACK FINISH ECP REMOTE ANNUNCIATOR PANEL: SEE ELEC. DWGS FINISH TO MATCH PT-18 4'-0" 4" 6" WM-10 PT-30 EXTERIOR STOREFRONT, AS SCHEDULED TYP. PT-18 WB-10 TYP. TYP. WB-10 TYP. WM-10 1'-6 1/2"+/PT-18 INTERIOR STOREFRONT, 2" WIDE PROFILE, MATTE BLACK FINISH PT-30 WB-10 TYP. TYP. TYP. SCHEDULED BASE HEATER: CENTERED ON WALL WIDTH, MATTE BLACK FINISH COORDINATE WINDOW ALIGNMENTS WITH BAY-WINDOWS 6" AP1A AP1B AP1A AL4 ALR1 AL4 AL4 DOOR AS SCHEDULED, PTD., TO MATCH ADJACENT WALL PT-10 PT-12 SG-10 ST-15 RES-10 MTL-11 B-10 PT-18 PT-12 MTL-10 PT-30 PT-30PT-18A ST-10 PUL-11 MTL-16 PT-30 WD-10 PT-18A OPEN T-10 TYP. FOR ALL PENDANTS IN AMENITY SPACES, CONFIRM FINAL HEIGHTS W/ INTERIOR DESIGNER AND OWNER IN FIELD PRIOR TO INSTALLATION. CONTINUOUS MUD-IN SLOT DIFFUSER (FACING THE SIDE) 4" 4" TYPICAL NOTE: USE CONCEALED FASTEN METHOD FOR ENTIRE MILLWORK; SECURILY ATTACHED TO SUBSTRATE. 4" AP1A AP1B IRONWORKS WEST END 1'-2" 3'-2" MAX. 2'-10" ID702 2 WB-10 WB-10 CONTINUES BEYOND CONCIERGE DESK CONTINUES BEYOND CONCIERGE DESK TYP. TYP. TYP. CONTINUOUS TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. CONTINUOUS 2" 8'-0" TYP. 6" ALP2 ALP2 10'-0" PT-10 PT-18A PT-18A PT-30 UP-10 PT-10 PT-10 B-10T-10 PT-30 WD-10 UP-10 ST-15ST-15 B-10 PL-10AL3 AL3 AL3 +/1'-7 1/4"4" 6" WB-10 B-11 TYPICAL NOTE: USE CONCEALED FASTEN METHOD FOR ENTIRE MILLWORK; SECURILY ATTACHED TO SUBSTRATE. 1'-2" EQEQ SCHEDULED RECEPTACLE RE: ELEC. DWGS; MATTE BLACK FINISH SCHEDULED RECEPTACLE RE: ELEC. DWGS; MATTE BLACK FINISH 1'-2" TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. WB-10 TYP. 8'-0" FLUSH SECURED MTL. COVER (CONCEALED FASTEN METHOD), TO MATCH SPECIFIED EXTERIOR MULLION IN FINISH AND COLOR; TYP. IN THESE LOCATIONS WALL MOUNTED FIRE ALARM DEVICE SEE ELEC. DWGS.; FINISH: WHITE 6'-8" EQEQ EQEQ PT-30 PT-10 WT-11 PT-18A T-10 AA1 AA1 WB-10 WB-10 TYP. TYP. TYP. TYP. TYP. TYP. TYP. 6" COFFEE STATION CONFIRM FINAL LOCATION OF OUTLETS BEHIND COFFEE STATION W/ ID & OWNER PRIOR TO INSTALLTION. 1'-3" 3'-2" MAX. 2'-10" AL4 AL4 ALR1 PT-10 ST-10 PUL-11 WT-11 PT-18A WD-10 WB-10 MTL-16 PT-10 WB-10 MEL-10 MITER CORNERS, TYP. PROVIDE LOCK ON EACH CABINET AS PER OWNER ADVICE, SATIN STAINLESS STEEL FINISH, TYP. - CONFIRM FINAL LOCATION W/ INTERIOR DESIGNER/OWNER TOE KICK, MADE OF ALUMINUM, STEEL FINISH CONTINUOUS SCHEDULED RECEPTACLES RE: ELEC. DWGS; FINISH TBD; TYP. 4 1/2" CABINET CABINET TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP.TYP. TYP. TYP. MAX. 2'-10"3'-2"1'-3" PT-10 T-10 ST-10 PUL-11 MTL-16 PT-18A PT-30 WB-10 1'-0" 1'-0" CONTINUOUS LINEAR LIGHT FIXTURE AS SCHEDULED ENTIRE LENGTH (V.I.F.); SECURILY ATTACHED (CONCEALED FASTEN METHOD; PROVIDE END CAPS); ALL WIRES TO BE CONCEALED - SEE RCP TYP. TYP. TYP. TYP. TYP. TYP. TYP. 1 1/2" 1 1/2" EQ EQ CONTINUOUS RECESSED LINEAR LIGHT FIXTURE AS SCHEDULED ENTIRE LENGTH (V.I.F.); SECURILY ATTACHED (CONCEALED FASTEN METHOD; PROVIDE END CAPS); ALL WIRES TO BE CONCEALED - SEE RCP 6" ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATE DESCRIPTION As indicated INTERIOR ELEVATIONS ID600 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/2" = 1'-0" 1 VESTIBULE - LOOKING NORTH 1/2" = 1'-0" 2 VESTIBULE - LOOKING EAST 1/2" = 1'-0" 3 VESTIBULE - LOOKING SOUTH 1/2" = 1'-0" 4 VESTIBULE - LOOKING WEST 1/2" = 1'-0" 5 LOBBY ELEVATION - LOOKING NORTH 1/2" = 1'-0" 8 LOBBY ELEVATION - LOOKING SOUTH 1/2" = 1'-0" 7 LOBBY ELEVATION - LOOKING NORTH 2 1/2" = 1'-0" 9 CAFE STATION ELEVATION - LOOKING WEST 1/2" = 1'-0" 6 CAFE STATION - LOOKING SOUTH 1 1 ADJUSTED PER ARCH. BACKGROUND CHANGES. 1 12.23.2020 PERMIT SET 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET 1 1 1 1 ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN GENERAL NOTES 1. SEE INTERIOR DETAILS ID700s AND FINISH SCHEDULES ID800s FOR ADDITIONAL INFORMATION. 2. ALL TV DIMENSIONS AND LOCATIONS SHOWN HAVE TO BE VERIFIED/CONFIRMED BY OWNER. CONFIRM FINAL LOCATIONS W/ INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. 3. ALL LOCATIONS AND FINISHES WHERE THERE IS AN OPTION FOR WALL DEVICES EXPOSED TO VIEW IN AMENITY SPACES CURRENTLY NOT SHOWN IN THE ID600 SERIES (SUCH AS SENSORS, CONCEALED SPRINKLER HEADS, THERMOSTATS, CONTROL PANELS, CONTROLS, DOOR ACCESS CONTROL, ACCESS PANELS, ETC.) TO BE CONFIRMED W/ INTERIOR DESIGNER PRIOR & OWNER TO INSTALLATION. 4. ANY VARIATION OF WHAT IS SHOWN IN THESE ELEVATION VIOLATING CODE REQUIREMENTS TO BE DISCUSSED W/ INTERIOR DESIGNER PRIOR TO RELOCATION. 5. CENTERLINES OF WALL DEVICES IN THE SAME AREA/ ON THE SAME ELEVATION SHALL ALIGN IN VERTICAL AND HORIZONTAL DIRECTION AS SHOWN. 6. ALL WALL SPRINKLER HEADS IN AMENITY SPACES TO BE CONCEALED. CONFIRM ALL LOCATIONS AND FINISHES W/ INTERIOR DESIGNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 7. ALL WALL SLOT DIFFUSER IN AMENITY SPACES TO BE MUD-IN TYPE UNLESS NOTED OTHERWISE. COORDINATE LENGTHS AND LOCATIONS AS INDICATED IN THESE ELEVATIONS. VERIFY LENGTHS IN FIELD TO MEET DESIGN INTENT PRIOR TO INSTALLATION. 8. ALIGN WALL & CEILING CONTROL JOINTS, TYPICAL. LOCATIONS SHALL BE REVIEWED AND ACCEPTED BY INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. 9. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS, ETC. FOR ALL WALL MOUNTED ACCESS PANELS, LIGHT FIXTURES & OTHER EQUIPMENT OR DEVICES AS REQ'D. 10. REFER TO ID DRAWINGS FOR LIGHT FIXTURE LOCATIONS. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPE, SWITCHING & LAMPING. ANY POSSIBLE DISCREPANCIES W/ ID DWGS TO BE COORDINATED AND CONFIRMED W/ INTERIOR DESIGNER PRIOR TO INSTALLATION. 11. FOR ALL PENDANTS IN AMENITY SPACES, CONFIRM FINAL HEIGHTS W/ INTERIOR DESIGNER AND OWNER IN FIELD PRIOR TO INSTALLATION. 12. ALL CAMERA LOCATIONS AND FINISHES TO BE COORDINATED AND CONFIRMED W/ INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 13. ALL AV DEVICE LOCATIONS (INCLUDING SPEAKERS, PER AV DWGS) AND FINISHES TO BE COORDINATED AND CONFIRMED W/ ID & OWNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 14. ANY REMOVABLE FURNITURE SHOWN IS PART OF FF&E, UNLESS NOTED OTHERWISE. INFO SCREEN DOOR DOOR EQ EQ 3'-6"2'-6" 7'-0" DOOR AS SCHEDULED, PTD., TO MATCH ADJACENT WALL INTERIOR STOREFRONT, 2" WIDE PROFILE, MATTE BLACK FINISH PT-10 PT-10PT-18 PT-10 BR-10 WB-10WB-10 TR-11 WT-12 TR-11 PT-30 PT-30 THIS WALL TO HOUSE TRANSIT SCREEN AS SCHEDULED (CONFIRM W/ OWNER). PROVIDE ADEQUATE BLOCKING TO SUPPORT. COORDINATE LOCATION OF SUPPLY DUPLEX ELECTRICAL OUTLET AND DATA - NOT EXPOSED TO VIEW, TYP. - ANY CONTROLS AT 4' MAX. HALL LANTERN (WHITE LIGHTS, TYP.) & FLOOR INDICATOR, SATIN SS FINISH (SCREWLESS ATTACHMENT); TYP. EMERGENCY SIGNAGE, SATIN SS FINISH, SELF-ADHERED; TYP. HALL BUTTONS, SATIN SS FINISH, (SCREWLESS ATTACHMENT), TYP. EMERGENCY POWER JEWEL, SATIN SS FINISH, (SCREWLESS ATTACHMENT) PHONE FAILURE KEY SWITCH & JEWEL, SATIN SS FINISH, (SCREWLESS ATTACHMENT) 2"2" WT-12 CONTINUOUS DOOR FRAME, FULL HEIGHT (NO SEAMS); TYPICAL AT ALL ELEVATOR DOORS, SATIN SS FINISH SATIN SS FINISH FOR DOORS AND FRAMES EXTEND ALL UP TO CEILING OF COVE, TYP. FOR ALL ELEVATOR LOBBIES R-10 WB-10 EQEQ T-10 WM-10 SG-11 TYP. CONTINUOUS CONTINUOUS SCHEDULED RECEPTACLE RE: ELEC. DWGS; MATTE BLACK FINISH 1'-6" EQ EQ 8'-0"2" AP4B AP4A AP4C EQ EQ SCHEDULED THERMOSTAT RE: MECH. DWGS 1/8" CAULK JOINT, COLOR: TO MATCH GROUT, TYP. WHERE TILE AND FRAME MEET START TILING HERE WB RANDOM MIX TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP.TYP. TYP. PT-10 TYP. MIN. 3'-0" TO T.O. FIXTURE 7'-6" TO T.O. FIXTURE 8'-0" EQ EQ WALL MOUNTED FIRE ALARM DEVICE SEE ELEC. DWGS.; FINISH: WHITE TO T.O. FIXTURE 6'-8" TYP. 6" MAX. 4'-0" MAX. EQ 4'-0" MAX. EQ START TILING HERE WB 6" 2" 2" 7'-0" 7'-2" AP3 8'-1 1/4" 3/4" 6" INTERIOR STOREFRONT, 2" WIDE PROFILE, MATTE BLACK FINISH MTL-10 PT-12 PT-10 PT-30 PT-30 PT-30 PT-10 WB-10 PT-18A WB-10 MTL-12 PT-10 T-10 OPEN UP-10 ST-15 B-10 PT-12 WD-10 WB-10 ST-15 MTL-11 B-10 WB-10T-10 WB-10AL3AL3 AL4 MITER CORNERS, TYP. PL-10 CONTINUOUS CONTINUOUS; MITER CORNERS 1'-2" SCHEDULED RECEPTACLE - RE: ELEC. DWGS; MATTE BLACK FINISH 8'-2" CONTINUOUS MUD-IN SLOT DIFFUSER (FACING THE SIDE) 6" PT-30 TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. B-11 8'-0" 2 " MIN. 3'-0" EQ EQ FLUSH SECURED MTL. COVER (CONCEALED FASTEN METHOD), TO MATCH SPECIFIED EXTERIOR MULLION IN FINISH AND COLOR; TYP. IN THESE LOCATIONS MAX. 2'-10" PT-18 TYP. DOOR AS SCHEDULED, PTD., TO MATCH ADJACENT WALL OPEN PT-18 WB-10 PT-10 R-10 PAINTED/ PREFINISHED HANDRAIL, MATTE BLACK, TYP. T-10 SCHEDULED RECEPTACLE RE: ELEC. DWGS; MATTE BLACK FINISH 1'-6" 10" SCHEDULED RECEPTACLE - FINISH TBD; TYP. 1'-6" 3'-6" AP4A AP4CAP4B 3'-0" BR-10 TRIM, MATTE BLACK, TYP. WM-10 TYP. TYP. TYP. TYP. TYP. PT-30 TYP. WALL MOUNTED FIRE ALARM DEVICE SEE ELEC. DWGS.; FINISH: WHITE 6'-8" TO T.O. FIXTURE 6'-8" T O T.O. FIXTURE 8'-0" TO T.O. FIXTURE 7'-6" 6" 4'-0" MAX. EQ 4'-0" MAX. EQ TYP. 6" MAX. 1 DOOR AS SCHEDULED, PTD., TO MATCH ADJACENT WALL PT-18 PT-30 ACL1 R-10 T-10 4" EXTEND SPECIFIED TILES UP TO CEILING, TYP. CONTINUOUS MUD-IN SLOT DIFFUSER (FACING THE SIDE) TYP. TYP. ST-15 MTL-11 B-10 WD-10 PUL-10 MW-10MW-10 PROVIDE LOCK ON EACH CABINET AS PER OWNER ADVICE, SATIN STAINLESS STEEL FINISH, TYP. - CONFIRM FINAL LOCATION W/ INTERIOR DESIGNER/OWNER MITER CORNERS, TYP. PT-18A TYP.TYP. TYP. TYP. TYP. TYP. 6" 1" 1'-9" 1'-9" 1" 4'-2" UP-10 ST-15 B-10 PT-10 AL3 AL3SCHEDULED RECEPTACLE RE: ELEC. DWGS; MATTE BLACK FINISH 1'-2" TYP. TYP. TYP. TYP. PT-30 TYP. AL3 2" EQ EQ WB-10 PT-10 WB-10 SCHEDULED THERMOSTAT RE: MECH. DWGS 1'-0" PT-30 TYP. TYP. TYP. 3'-8" ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATE DESCRIPTION As indicated INTERIOR ELEVATIONS ID601 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/2" = 1'-0" 1 LOBBY ELEVATION - LOOKING EAST 1/2" = 1'-0" 2 LOBBY ELEVATION - LOOKING WEST 1/2" = 1'-0" 6 ELEVATOR LOBBY - LOOKING WEST 1/2" = 1'-0" 7 EXIT CORRIDOR - LOOKING NORTH 1/2" = 1'-0" 5 CONCIERGE - LOOKING EAST 1/2" = 1'-0" 4 LOBBY CO-WORK - LOOKING EAST 1/2" = 1'-0" 3 SEATING AREA NOTE: LOOKING SOUTH CONDITION SHOWN, LOOKING NORTH SIM. 1 ADJUSTED PER ARCH. BACKGROUND CHANGES. 1 1 12.23.2020 PERMIT SET 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET 1 1 1 1 1 1 GENERAL NOTES 1. SEE INTERIOR DETAILS ID700s AND FINISH SCHEDULES ID800s FOR ADDITIONAL INFORMATION. 2. ALL TV DIMENSIONS AND LOCATIONS SHOWN HAVE TO BE VERIFIED/CONFIRMED BY OWNER. CONFIRM FINAL LOCATIONS W/ INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. 3. ALL LOCATIONS AND FINISHES WHERE THERE IS AN OPTION FOR WALL DEVICES EXPOSED TO VIEW IN AMENITY SPACES CURRENTLY NOT SHOWN IN THE ID600 SERIES (SUCH AS SENSORS, CONCEALED SPRINKLER HEADS, THERMOSTATS, CONTROL PANELS, CONTROLS, DOOR ACCESS CONTROL, ACCESS PANELS, ETC.) TO BE CONFIRMED W/ INTERIOR DESIGNER PRIOR & OWNER TO INSTALLATION. 4. ANY VARIATION OF WHAT IS SHOWN IN THESE ELEVATION VIOLATING CODE REQUIREMENTS TO BE DISCUSSED W/ INTERIOR DESIGNER PRIOR TO RELOCATION. 5. CENTERLINES OF WALL DEVICES IN THE SAME AREA/ ON THE SAME ELEVATION SHALL ALIGN IN VERTICAL AND HORIZONTAL DIRECTION AS SHOWN. 6. ALL WALL SPRINKLER HEADS IN AMENITY SPACES TO BE CONCEALED. CONFIRM ALL LOCATIONS AND FINISHES W/ INTERIOR DESIGNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 7. ALL WALL SLOT DIFFUSER IN AMENITY SPACES TO BE MUD-IN TYPE UNLESS NOTED OTHERWISE. COORDINATE LENGTHS AND LOCATIONS AS INDICATED IN THESE ELEVATIONS. VERIFY LENGTHS IN FIELD TO MEET DESIGN INTENT PRIOR TO INSTALLATION. 8. ALIGN WALL & CEILING CONTROL JOINTS, TYPICAL. LOCATIONS SHALL BE REVIEWED AND ACCEPTED BY INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. 9. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS, ETC. FOR ALL WALL MOUNTED ACCESS PANELS, LIGHT FIXTURES & OTHER EQUIPMENT OR DEVICES AS REQ'D. 10. REFER TO ID DRAWINGS FOR LIGHT FIXTURE LOCATIONS. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPE, SWITCHING & LAMPING. ANY POSSIBLE DISCREPANCIES W/ ID DWGS TO BE COORDINATED AND CONFIRMED W/ INTERIOR DESIGNER PRIOR TO INSTALLATION. 11. FOR ALL PENDANTS IN AMENITY SPACES, CONFIRM FINAL HEIGHTS W/ INTERIOR DESIGNER AND OWNER IN FIELD PRIOR TO INSTALLATION. 12. ALL CAMERA LOCATIONS AND FINISHES TO BE COORDINATED AND CONFIRMED W/ INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 13. ALL AV DEVICE LOCATIONS (INCLUDING SPEAKERS, PER AV DWGS) AND FINISHES TO BE COORDINATED AND CONFIRMED W/ ID & OWNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 14. ANY REMOVABLE FURNITURE SHOWN IS PART OF FF&E, UNLESS NOTED OTHERWISE. ART 2" 8'-0" DOOR AS SCHEDULED, PTD., TO MATCH ADJACENT WALL 2" 8'-0" OPENPT-10 WB-10 PT-30 WB-10 BR-10 AP4A AP4C AP4B PROVIDE ADEQUATE BLOCKING IN WALL FOR FUTURE ART R-10 PAINTED/ PREFINISHED HANDRAIL, MATTE BLACK, TYP. PT-30 CONTINUOUS MUDIN SLOT DIFFUSER (FACING THE SIDE) 2" 8'-0" START TILING HERE (WITH FULL CORNER BRICK) EQEQ WB TYP. TYP. TYP. TYP.TYP. TYP. TO T.O. FIXTURE 7'-6" TO T.O. FIXTURE 8'-0" TO T.O. FIXTURE 6'-8" 8'-0"2" INTERIOR STOREFRONT, 2" WIDE PROFILE, MATTE BLACK FINISH PT-10 WB-10 PT-30 TYP. TYP. TYP. ART 1'-0" DOOR AS SCHEDULED, PTD., TO MATCH ADJACENT WALL OPEN PT-12 WB-10 PT-30PT-30 PT-30ACL1 PT-10 WB-10 PT-30 PROVIDE ADEQUATE BLOCKING IN WALL FOR FUTURE ART EQ EQ 8'-0"2" SCHEDULED FEC, RECESSED MIN. 1'-6" SCHEDULED RECEPTACLE RE: ELEC. DWGS 1'-6" TYP. TYP. TYP. TYP. TYP. TYP.TYP. TYP. OPEN PT-12 WB-10 PT-30 TYP. TYP. TYP. 6" OPEN PT-10 WB-10 PT-30 AD2AD2 TYP. TYP. TYP. DOOR AS SCHEDULED, PTD., TO MATCH ADJACENT WALL OPEN PT-10 WB-10 PT-30AD2 AD2 7'-0" 2" TYP. TYP. TYP. ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATE DESCRIPTION As indicated INTERIOR ELEVATIONS ID602 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/2" = 1'-0" 1 ELEVATOR LOBBY - LOOKING NORTH 2 1/2" = 1'-0" 2 ELEVATOR LOBBY - LOOKING WEST 2 1/2" = 1'-0" 3 ELEVATOR LOBBY - LOOKING SOUTH 1/2" = 1'-0" 4 ELEVATOR LOBBY - LOOKING EAST 1/2" = 1'-0" 5 CORRIDOR TO STAIR - LOOKING NORTH 1/2" = 1'-0" 6 CORRIDOR TO STAIR - LOOKING SOUTH 1 12.23.2020 PERMIT SET 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET 1 1 ALIGNALIGN ALIGN GENERAL NOTES 1. SEE INTERIOR DETAILS ID700s AND FINISH SCHEDULES ID800s FOR ADDITIONAL INFORMATION. 2. ALL TV DIMENSIONS AND LOCATIONS SHOWN HAVE TO BE VERIFIED/CONFIRMED BY OWNER. CONFIRM FINAL LOCATIONS W/ INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. 3. ALL LOCATIONS AND FINISHES WHERE THERE IS AN OPTION FOR WALL DEVICES EXPOSED TO VIEW IN AMENITY SPACES CURRENTLY NOT SHOWN IN THE ID600 SERIES (SUCH AS SENSORS, CONCEALED SPRINKLER HEADS, THERMOSTATS, CONTROL PANELS, CONTROLS, DOOR ACCESS CONTROL, ACCESS PANELS, ETC.) TO BE CONFIRMED W/ INTERIOR DESIGNER PRIOR & OWNER TO INSTALLATION. 4. ANY VARIATION OF WHAT IS SHOWN IN THESE ELEVATION VIOLATING CODE REQUIREMENTS TO BE DISCUSSED W/ INTERIOR DESIGNER PRIOR TO RELOCATION. 5. CENTERLINES OF WALL DEVICES IN THE SAME AREA/ ON THE SAME ELEVATION SHALL ALIGN IN VERTICAL AND HORIZONTAL DIRECTION AS SHOWN. 6. ALL WALL SPRINKLER HEADS IN AMENITY SPACES TO BE CONCEALED. CONFIRM ALL LOCATIONS AND FINISHES W/ INTERIOR DESIGNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 7. ALL WALL SLOT DIFFUSER IN AMENITY SPACES TO BE MUD-IN TYPE UNLESS NOTED OTHERWISE. COORDINATE LENGTHS AND LOCATIONS AS INDICATED IN THESE ELEVATIONS. VERIFY LENGTHS IN FIELD TO MEET DESIGN INTENT PRIOR TO INSTALLATION. 8. ALIGN WALL & CEILING CONTROL JOINTS, TYPICAL. LOCATIONS SHALL BE REVIEWED AND ACCEPTED BY INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. 9. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS, ETC. FOR ALL WALL MOUNTED ACCESS PANELS, LIGHT FIXTURES & OTHER EQUIPMENT OR DEVICES AS REQ'D. 10. REFER TO ID DRAWINGS FOR LIGHT FIXTURE LOCATIONS. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPE, SWITCHING & LAMPING. ANY POSSIBLE DISCREPANCIES W/ ID DWGS TO BE COORDINATED AND CONFIRMED W/ INTERIOR DESIGNER PRIOR TO INSTALLATION. 11. FOR ALL PENDANTS IN AMENITY SPACES, CONFIRM FINAL HEIGHTS W/ INTERIOR DESIGNER AND OWNER IN FIELD PRIOR TO INSTALLATION. 12. ALL CAMERA LOCATIONS AND FINISHES TO BE COORDINATED AND CONFIRMED W/ INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 13. ALL AV DEVICE LOCATIONS (INCLUDING SPEAKERS, PER AV DWGS) AND FINISHES TO BE COORDINATED AND CONFIRMED W/ ID & OWNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 14. ANY REMOVABLE FURNITURE SHOWN IS PART OF FF&E, UNLESS NOTED OTHERWISE. TV 6" EQ EQ EQ EQ AW1 AW1 AW1 AW1 AW1 MAX. 2'-10" DOOR AS SCHEDULED, PTD., TO MATCH ADJACENT WALL THIS WALL TO HOUSE TV SCREEN AS SCHEDULED (CONFIRM W/ OWNER). PROVIDE ADEQUATE BLOCKING TO SUPPORT. COORDINATE LOCATION OF SUPPLY DUPLEX ELECTRICAL OUTLET AND DATA - NOT EXPOSED TO VIEW, TYP. ANY CONTROLS AT 4' MAX. TR-12 WB-10 PT-30 WC-12 PT-30 LVT-11 WD-13 PT-13 WB-10 PT-15 PT-30 ST-12 MTL-14 FRYREGLET V-REVEAL, TYP. 2'-4" 6" 3'-2" 2'-10"EQ EQ CONTINUOUS MUD-IN SLOT DIFFUSER (FACING THE SIDE) PT-30 PT-13 SCHEDULED RECEPTACLE RE: ELEC. DWGS; MATTE BLACK FINISH 1'-6" SCHEDULED RECEPTACLE RE: ELEC. DWGS; MATTE BLACK FINISH ANY CONTROLS AT 4' MAX. SCHEDULED RECEPTACLE RE: ELEC. DWGS; MATTE BLACK FINISH 1'-6" SCHEDULED SWITCH - RE: ELEC. DWGS - FINISH: MATTE BLACK 2"2" SCHEDULED THERMOSTAT - RE: MECH. DWGS - FINISH: MATTE BLACK (1" THICK) TR-16 EQEQ 3'-9"3'-9" TV 3'-9"3'-9" 3'-9" 3'-9" WB-10 (1" THICK) WB-10 (1" THICK) TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. PTD. SILL, TYP. 2" 8'-0" 3'-8" 9'-0"1'-0" 10'-0" 6" ART PROVIDE ADEQUATE BLOCKING IN WALL FOR FUTURE ART WB-10 PT-13 LVT-11 PT-30 PT-13 LVT-11 WB-10 PT-30 UP-11 WD-12 MTL-13 WT-16 EQ 6" PT-15 TYPICAL NOTE: USE CONCEALED FASTEN METHOD FOR ENTIRE MILLWORK; SECURILY ATTACHED TO SUBSTRATE. SCHEDULED RECEPTACLE RE: ELEC. DWGS 1'-6" SCHEDULED RECEPTACLE RE: ELEC. DWGS PT-30 CONTINUOUS MUD-IN SLOT DIFFUSER (FACING THE SIDE) WB-10 WB-10 TR-17 TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. EQ 8'-2" 1'-6" 10'-0" 3'-8" 6" MAX. 2'-10" ART AL4 AL4 AL4 AL4 INTERIOR STOREFRONT, 2" WIDE PROFILE, MATTE BLACK FINISH AW2 AL4 AL4 AL4 AL4 AL4 AL4 AL4 AL4 SCHEDULED RECEPTACLE RE: ELEC. DWGS; MATTE BLACK FINISH, TYP. 1'-6" 1'-6" PT-15 WB-10 PT-30 PT-15 PT-15 PT-15 PT-15 PT-15 PT-15 PT-15 PT-15 PT-15 PT-15PT-15 6" MW-13 MW-13 MW-13 MW-13 MW-13 WC-10 ST-12 PT-15A PT-13 MTL-14 WB-10 TYPICAL NOTE: USE CONCEALED FASTEN METHOD FOR ENTIRE MILLWORK; SECURILY ATTACHED TO SUBSTRATE. COMMERCIAL TRASH BINS W/ LID AS PART OF FF&E, TYP. PT-13 TYP. AT WINDOWS EQ EQ SCHEDULED SWITCH RE: ELEC. DWGS 10" PT-30 TYP. CONCEALED, TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP.TYP.PROVIDE ADEQUATE BLOCKING IN WALL FOR FUTURE ART 8'-0" 2" MIN. 3'-0" PTD. SILL, TYP. WALL MOUNTED FIRE ALARM DEVICE SEE ELEC. DWGS.; FINISH: WHITE COORDINATE DATA/PWR DROP LOCATION RE: ELEC. DWGS; MATTE BLACK FINISH, TYP. OWNER TO CONFIRM 3'-0" 9'-0" PT-30 WD-11 LVT-11 WD-11 ST-12 AP2 AP2 AP2 TYP. TYP. TYP. TYP. TYP. 6"2'-4" PROVIDE ADEQUATE BLOCKING IN WALL FOR WARDROBE ACL1 TR-12 WB-10 PT-30 WC-12 LVT-11 WD-13 PT-13 6"2'-4"3'-2" EQ EQ EQ (1" THICK) FRYREGLET V-REVEAL, TYP. TYP. TYP. TYP. TYP. TYP. SCHEDULED RECEPTACLE RE: ELEC. DWGS; MATTE BLACK FINISH EQ EQ 1'-6" 2'-10" EQ PT-30 6" WB-10 PT-15 MIN. 1'-6" TYP. TYP. TYP. 2" SCHEDULED FIREPLACE SWITCH & SWITCH RE: ELEC. DWGS - FINISH: MATTE BLACK 3'-8" ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATE DESCRIPTION As indicated INTERIOR ELEVATIONS ID603 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/2" = 1'-0" 1 LOUNGE - LOOKING NORTH 1/2" = 1'-0" 5 LOUNGE - LOOKING SOUTH 1/2" = 1'-0" 3 LOUNGE - LOOKING EAST 1/2" = 1'-0" 4 LOUNGE WORK STATION - LOOKING EAST 1/2" = 1'-0" 2 LOUNGE COAT - LOOKING WEST 1/2" = 1'-0" 6 ELEVATION - LOOKING NORTH ELEVATION ON OPPOSITE END SIMILAR 1 1 1 1 ADJUSTED PER ARCH. BACKGROUND CHANGES. 1 12.23.2020 PERMIT SET 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET ALIGN ALIGN GENERAL NOTES 1. SEE INTERIOR DETAILS ID700s AND FINISH SCHEDULES ID800s FOR ADDITIONAL INFORMATION. 2. ALL TV DIMENSIONS AND LOCATIONS SHOWN HAVE TO BE VERIFIED/CONFIRMED BY OWNER. CONFIRM FINAL LOCATIONS W/ INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. 3. ALL LOCATIONS AND FINISHES WHERE THERE IS AN OPTION FOR WALL DEVICES EXPOSED TO VIEW IN AMENITY SPACES CURRENTLY NOT SHOWN IN THE ID600 SERIES (SUCH AS SENSORS, CONCEALED SPRINKLER HEADS, THERMOSTATS, CONTROL PANELS, CONTROLS, DOOR ACCESS CONTROL, ACCESS PANELS, ETC.) TO BE CONFIRMED W/ INTERIOR DESIGNER PRIOR & OWNER TO INSTALLATION. 4. ANY VARIATION OF WHAT IS SHOWN IN THESE ELEVATION VIOLATING CODE REQUIREMENTS TO BE DISCUSSED W/ INTERIOR DESIGNER PRIOR TO RELOCATION. 5. CENTERLINES OF WALL DEVICES IN THE SAME AREA/ ON THE SAME ELEVATION SHALL ALIGN IN VERTICAL AND HORIZONTAL DIRECTION AS SHOWN. 6. ALL WALL SPRINKLER HEADS IN AMENITY SPACES TO BE CONCEALED. CONFIRM ALL LOCATIONS AND FINISHES W/ INTERIOR DESIGNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 7. ALL WALL SLOT DIFFUSER IN AMENITY SPACES TO BE MUD-IN TYPE UNLESS NOTED OTHERWISE. COORDINATE LENGTHS AND LOCATIONS AS INDICATED IN THESE ELEVATIONS. VERIFY LENGTHS IN FIELD TO MEET DESIGN INTENT PRIOR TO INSTALLATION. 8. ALIGN WALL & CEILING CONTROL JOINTS, TYPICAL. LOCATIONS SHALL BE REVIEWED AND ACCEPTED BY INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. 9. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS, ETC. FOR ALL WALL MOUNTED ACCESS PANELS, LIGHT FIXTURES & OTHER EQUIPMENT OR DEVICES AS REQ'D. 10. REFER TO ID DRAWINGS FOR LIGHT FIXTURE LOCATIONS. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPE, SWITCHING & LAMPING. ANY POSSIBLE DISCREPANCIES W/ ID DWGS TO BE COORDINATED AND CONFIRMED W/ INTERIOR DESIGNER PRIOR TO INSTALLATION. 11. FOR ALL PENDANTS IN AMENITY SPACES, CONFIRM FINAL HEIGHTS W/ INTERIOR DESIGNER AND OWNER IN FIELD PRIOR TO INSTALLATION. 12. ALL CAMERA LOCATIONS AND FINISHES TO BE COORDINATED AND CONFIRMED W/ INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 13. ALL AV DEVICE LOCATIONS (INCLUDING SPEAKERS, PER AV DWGS) AND FINISHES TO BE COORDINATED AND CONFIRMED W/ ID & OWNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 14. ANY REMOVABLE FURNITURE SHOWN IS PART OF FF&E, UNLESS NOTED OTHERWISE. MAX. 2'-10" AL3 FP-10 B-12 PT-30 WD-12 LVT-11 ST-13 MTL-13 MTL-14 WD-11 MW-13 WD-11 ST-12 ST-12 PT-30 LVT-11 TYPICAL NOTE: USE CONCEALED FASTEN METHOD FOR ENTIRE MILLWORK; SECURILY ATTACHED TO SUBSTRATE. 4" 4" 4"4" 10'-0" 1'-2" TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP.TYP. 9'-6"6" AL3 4" 4" 2 1/8" WD-12 WT-16 PT-30 MTL-13 LVT-11 UP-11 PT-15 6" ST-13 B-12 FP-10 PT-30 AW1 4" 3/4" 7'-0 3/4" 3/4" 2'-6" 2'-6" 4" 10"4" 2 1/8" 4" CONTINUOUS MUD-IN SLOT DIFFUSER (FACING THE SIDE) 10" 2 1/8" ID707 2 WB-10 TR-17 TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. 1'-6" AP-14 ALP1 SCHEDULED RECEPTACLE RE: ELEC. DWGS; MATTE BLACK FINISH MEL-14 ST-13 ST-14 EQ EQ EQ EQ PT-30 TOE KICK, MADE OF ALUMINUM, STEEL FINISH CONTINUOUS 4 1/2" EQ EQ EQ EQ TYP. TYP. TYP. TYP. ST-14 MEL-14 ST-13 PT-30 TOE KICK, MADE OF ALUMINUM, STEEL FINISH - CONTINUOUS MAX. 2'-10"6" TYP. TYP. TYP. TYP. AL3 TR-17 WT-16 PT-30 MTL-13 LVT-11 UP-11 WD-12 B-12 FP-10 PT-30 PT-15 4" 1'-6" 4" 4" 4" 4" AW1 MITER CORNERS, TYP. 10" 3/4" 7'-0 3/4" 3/4" 4" PT-13 TYP. AT WINDOWS 4" EQ 3'-6" EQ 3'-6" 4" 4" CONTINUOUS MUD-IN SLOT DIFFUSER (FACING THE SIDE) 9'-0"1'-0" ST-13 TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. WB-10 TYP. ALP1 MEL-14 ST-13 ST-14 PT-30 LVT-11 TOE KICK, MADE OF ALUMINUM, STEEL FINISH - CONTINUOUS TYP. TYP. TYP. TYP. 3'-0" 3'-4" MAX. 2'-10" 6'-9 3/4" 2'-3" MIN. AP-14 AP-11 AP-13 AP-12 ALP1 MEL-14 MEL-14 PT-30 LVT-11 ST-14 MEL-14 MEL-14 ST-13 ST-13 TOE KICK, MADE OF ALUMINUM, STEEL FINISH CONTINUOUS BUILT-IN OVEN BUILT-IN MICROWAVE TYPICAL NOTE AT RAISED COUNTER: PROVIDE 3 1/2 X 3 1/2 HSS STRUCTURAL SUPPORT FRAME; SECURELY ATTACHED TO FLOOR, FULLY CONCEALED - SEE STRUCTURAL DWGS, TYP. MITER CORNERS, TYP. TYPICAL NOTE: ALL EXPOSED SURFACES TO BE FINISHED, TYP. 6" 3/4" 2'-7 1/2" 3/4" 2'-7 1/2" 3/4" 3'-0" 6" 4'-9" 6" TYP. TYP. TYP. TYP.TYP. TYP. MIN. 2'-3" PF-10 PF-11 PF-12 6" AL4 1'-2 1/4"3 '-11 3/4" MAX. 2'-10" TV AD3 AD3 AD3 AD3 THIS WALL TO HOUSE TRANSIT SCREEN AS SCHEDULED (CONFIRM W/ OWNER). PROVIDE ADEQUATE BLOCKING TO SUPPORT. COORDINATE LOCATION OF SUPPLY DUPLEX ELECTRICAL OUTLET AND DATA - NOT EXPOSED TO VIEW, TYP. - ANY CONTROLS AT 4' MAX. MEL-14MEL-14 WB-10 PT-30 PT-13 PT-30 ST-14 MTL-15 WT-13 MEL-14 WB-10 PT-13PT-30 PUL-12 TYP. AP-10 TYPICAL NOTE: USE CONCEALED FASTEN METHOD FOR ENTIRE MILLWORK; SECURILY ATTACHED TO SUBSTRATE. ID704 1 PT-15 2'-10" PT-13 TYP. AT WINDOWS TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. PTD. SILL, TYP. COORDINATE DATA/PWR DROP LOCATION IN THE BACK OF THIS UPPER CABINET ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATE DESCRIPTION As indicated INTERIOR ELEVATIONS ID604 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/2" = 1'-0" 8 LOUNGE FIREPLACE - LOOKING SOUTH 1/2" = 1'-0" 4 LOUNGE FIREPLACE - LOOKING WEST 1/2" = 1'-0" 2 LOUNGE ISLAND - LOOKING WEST 1/2" = 1'-0" 6 LOUNGE ISLAND - LOOKING SOUTH 1/2" = 1'-0" 7 LOUNGE FIREPLACE - LOOKING EAST 1/2" = 1'-0" 3 LOUNGE ISLAND - LOOKING NORTH 1/2" = 1'-0" 5 LOUNGE ISLAND - LOOKING EAST 1/2" = 1'-0" 1 LOUNGE - LOOKING WEST MOVABLE PLANTER POTS ARE PART OF FF&E, TYP., U.N.O. 1 ADJUSTED PER ARCH. BACKGROUND CHANGES. 1 12.23.2020 PERMIT SET 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET ALIGN ALIGN GENERAL NOTES 1. SEE INTERIOR DETAILS ID700s AND FINISH SCHEDULES ID800s FOR ADDITIONAL INFORMATION. 2. ALL TV DIMENSIONS AND LOCATIONS SHOWN HAVE TO BE VERIFIED/CONFIRMED BY OWNER. CONFIRM FINAL LOCATIONS W/ INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. 3. ALL LOCATIONS AND FINISHES WHERE THERE IS AN OPTION FOR WALL DEVICES EXPOSED TO VIEW IN AMENITY SPACES CURRENTLY NOT SHOWN IN THE ID600 SERIES (SUCH AS SENSORS, CONCEALED SPRINKLER HEADS, THERMOSTATS, CONTROL PANELS, CONTROLS, DOOR ACCESS CONTROL, ACCESS PANELS, ETC.) TO BE CONFIRMED W/ INTERIOR DESIGNER PRIOR & OWNER TO INSTALLATION. 4. ANY VARIATION OF WHAT IS SHOWN IN THESE ELEVATION VIOLATING CODE REQUIREMENTS TO BE DISCUSSED W/ INTERIOR DESIGNER PRIOR TO RELOCATION. 5. CENTERLINES OF WALL DEVICES IN THE SAME AREA/ ON THE SAME ELEVATION SHALL ALIGN IN VERTICAL AND HORIZONTAL DIRECTION AS SHOWN. 6. ALL WALL SPRINKLER HEADS IN AMENITY SPACES TO BE CONCEALED. CONFIRM ALL LOCATIONS AND FINISHES W/ INTERIOR DESIGNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 7. ALL WALL SLOT DIFFUSER IN AMENITY SPACES TO BE MUD-IN TYPE UNLESS NOTED OTHERWISE. COORDINATE LENGTHS AND LOCATIONS AS INDICATED IN THESE ELEVATIONS. VERIFY LENGTHS IN FIELD TO MEET DESIGN INTENT PRIOR TO INSTALLATION. 8. ALIGN WALL & CEILING CONTROL JOINTS, TYPICAL. LOCATIONS SHALL BE REVIEWED AND ACCEPTED BY INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. 9. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS, ETC. FOR ALL WALL MOUNTED ACCESS PANELS, LIGHT FIXTURES & OTHER EQUIPMENT OR DEVICES AS REQ'D. 10. REFER TO ID DRAWINGS FOR LIGHT FIXTURE LOCATIONS. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPE, SWITCHING & LAMPING. ANY POSSIBLE DISCREPANCIES W/ ID DWGS TO BE COORDINATED AND CONFIRMED W/ INTERIOR DESIGNER PRIOR TO INSTALLATION. 11. FOR ALL PENDANTS IN AMENITY SPACES, CONFIRM FINAL HEIGHTS W/ INTERIOR DESIGNER AND OWNER IN FIELD PRIOR TO INSTALLATION. 12. ALL CAMERA LOCATIONS AND FINISHES TO BE COORDINATED AND CONFIRMED W/ INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 13. ALL AV DEVICE LOCATIONS (INCLUDING SPEAKERS, PER AV DWGS) AND FINISHES TO BE COORDINATED AND CONFIRMED W/ ID & OWNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 14. ANY REMOVABLE FURNITURE SHOWN IS PART OF FF&E, UNLESS NOTED OTHERWISE. AL2 PT-12 WB-11 PT-11A PT-11 MB-10 PT-11 ALL INSIDE CORNERS/ ENDS TO BE METAL TO MATCH FINISH OF MAILBOX FINISH, TYP. USE MOISTURE RESISTANT MDF BELOW MAILBOXES, INSTEAD OF GWB; TYP. ON THIS ELEVATION 8'-2" TYP. TYP. TYP. TYP. TYP. 6" 8'-1 1/4" 3/4" 10" AL2AL2 AP3 ID700 2 OPEN PT-12 WB-11 PT-11A PT-11 MB-10 PT-12 WB-11 PT-11A PT-11 MB-10 MTL-12 PT-11PT-11 T-10 ALL INSIDE CORNERS/ ENDS TO BE METAL TO MATCH FINISH OF MAILBOX FINISH, TYP. ALL INSIDE CORNERS/ ENDS TO BE METAL TO MATCH FINISH OF MAILBOX FINISH, TYP. CONTINUOUS; MITER CORNERS USE MOISTURE RESISTANT MDF BELOW MAILBOXES, INSTEAD OF GWB; TYP. ON THIS ELEVATION TYP. 8'-2" 8'-2" TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. 6" AL2 AP3 ID700 1 PT-12 PT-11A PT-11 MB-10 PT-11 PT-12 WB-11ST-15 ALL INSIDE CORNERS/ ENDS TO BE METAL TO MATCH FINISH OF MAILBOX FINISH, TYP. MTL-12 TYP. USE MOISTURE RESISTANT MDF BELOW MAILBOXES, INSTEAD OF GWB; TYP. ON THIS ELEVATION TYP. SCHEDULED RECEPTACLE RE: ELEC. DWGS; MATTE BLACK FINISH 1'-6" EQEQ MAX. 2'-10" 8'-2" SCHEDULED SWITCH RE: ELEC. DWGS; MATTE BLACK FINISH TYP. TYP. TYP. TYP. TYP.TYP. BEYOND 8" 6" 3'-8" AL2 AL2 DOOR AS SCHEDULED, PTD., TO MATCH ADJACENT WALL PT-12 WB-11 PT-11A PT-11 MB-10 PT-11 WB-11 PT-11 T-10 MEL-15 WT-15 ST-15 TR-14 8'-0" 2" PUL-15 AP3 ALL INSIDE CORNERS/ ENDS TO BE METAL TO MATCH FINISH OF MAILBOX FINISH, TYP. USE MOISTURE RESISTANT MDF BELOW MAILBOXES, INSTEAD OF GWB; TYP. ON THIS ELEVATION TOE KICK, MADE OF ALUMINUM, STEEL FINISH - CONTINUOUS MAX. 2'-10" 5'-4" TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. BASE UNIT WITH DRAWERS, TYP.: 2 DEEP DRAWERS; TYP. PROVIDE ALL REQUIRED HARDWARE PER MANUF.RECOMMENDATION. FILLER EQ 1'-3 3/4" 1'-3 3/4" 1'-3 3/4" FILLER EQ PATTERN AS SHOWN (CENTERED) 6" PT-10 WB-10 PT-30 MS-10 SEE ID401 FOR LAYOUT PC-10 PT-10 TYP. TYP. TYP. TYP. DOOR AS SCHEDULED, PTD., TO MATCH ADJACENT WALL PT-10 WB-10 PT-30 MS-10 SEE ID401 FOR LAYOUT PC-10 PT-10 WB-10 TYP. TYP. TYP. TYP. TYP. PT-10 WB-10 PT-30 MS-10 SEE ID401 FOR LAYOUT PT-10 WB-10 TYP. TYP. TYP. TYP. DOOR AS SCHEDULED, PTD., TO MATCH ADJACENT WALL PT-10 WB-10 PT-30 PT-10 WB-10 MS-10 SEE ID401 FOR LAYOUT SCHEDULED SWITCH RE: ELEC. DWGS 6" SCHEDULED CRESTON TOUCH SCREEN CONTROL RE: ELEC. DWGS 2" TYP. TYP. TYP.TYP. PT-10 TYP. 3'-8" ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATE DESCRIPTION As indicated INTERIOR ELEVATIONS ID605 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/2" = 1'-0" 1 MAILROOM - LOOKING NORTH 1/2" = 1'-0" 2 MAILROOM - LOOKING EAST 1/2" = 1'-0" 3 MAILROOM - LOOKING SOUTH 1/2" = 1'-0" 4 MAILROOM - LOOKING WEST 1/2" = 1'-0" 5 PACKAGE ROOM - LOOKING NORTH 1/2" = 1'-0" 7 PACKAGE ROOM - LOOKING EAST 1/2" = 1'-0" 8 PACKAGE ROOM - LOOKING WEST 1/2" = 1'-0" 6 PACKAGE ROOM - LOOKING SOUTH 12.23.2020 PERMIT SET ALIGN ALIGN ALIGN 3/4" 10" AP3 PT-18TYP. 1 ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN GENERAL NOTES 1. SEE INTERIOR DETAILS ID700s AND FINISH SCHEDULES ID800s FOR ADDITIONAL INFORMATION. 2. ALL TV DIMENSIONS AND LOCATIONS SHOWN HAVE TO BE VERIFIED/CONFIRMED BY OWNER. CONFIRM FINAL LOCATIONS W/ INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. 3. ALL LOCATIONS AND FINISHES WHERE THERE IS AN OPTION FOR WALL DEVICES EXPOSED TO VIEW IN AMENITY SPACES CURRENTLY NOT SHOWN IN THE ID600 SERIES (SUCH AS SENSORS, CONCEALED SPRINKLER HEADS, THERMOSTATS, CONTROL PANELS, CONTROLS, DOOR ACCESS CONTROL, ACCESS PANELS, ETC.) TO BE CONFIRMED W/ INTERIOR DESIGNER PRIOR & OWNER TO INSTALLATION. 4. ANY VARIATION OF WHAT IS SHOWN IN THESE ELEVATION VIOLATING CODE REQUIREMENTS TO BE DISCUSSED W/ INTERIOR DESIGNER PRIOR TO RELOCATION. 5. CENTERLINES OF WALL DEVICES IN THE SAME AREA/ ON THE SAME ELEVATION SHALL ALIGN IN VERTICAL AND HORIZONTAL DIRECTION AS SHOWN. 6. ALL WALL SPRINKLER HEADS IN AMENITY SPACES TO BE CONCEALED. CONFIRM ALL LOCATIONS AND FINISHES W/ INTERIOR DESIGNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 7. ALL WALL SLOT DIFFUSER IN AMENITY SPACES TO BE MUD-IN TYPE UNLESS NOTED OTHERWISE. COORDINATE LENGTHS AND LOCATIONS AS INDICATED IN THESE ELEVATIONS. VERIFY LENGTHS IN FIELD TO MEET DESIGN INTENT PRIOR TO INSTALLATION. 8. ALIGN WALL & CEILING CONTROL JOINTS, TYPICAL. LOCATIONS SHALL BE REVIEWED AND ACCEPTED BY INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. 9. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS, ETC. FOR ALL WALL MOUNTED ACCESS PANELS, LIGHT FIXTURES & OTHER EQUIPMENT OR DEVICES AS REQ'D. 10. REFER TO ID DRAWINGS FOR LIGHT FIXTURE LOCATIONS. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPE, SWITCHING & LAMPING. ANY POSSIBLE DISCREPANCIES W/ ID DWGS TO BE COORDINATED AND CONFIRMED W/ INTERIOR DESIGNER PRIOR TO INSTALLATION. 11. FOR ALL PENDANTS IN AMENITY SPACES, CONFIRM FINAL HEIGHTS W/ INTERIOR DESIGNER AND OWNER IN FIELD PRIOR TO INSTALLATION. 12. ALL CAMERA LOCATIONS AND FINISHES TO BE COORDINATED AND CONFIRMED W/ INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 13. ALL AV DEVICE LOCATIONS (INCLUDING SPEAKERS, PER AV DWGS) AND FINISHES TO BE COORDINATED AND CONFIRMED W/ ID & OWNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 14. ANY REMOVABLE FURNITURE SHOWN IS PART OF FF&E, UNLESS NOTED OTHERWISE. 2" 8'-0" 1'-0" 9'-0" INTERIOR STOREFRONT, 2" WIDE PROFILE, MATTE BLACK FINISH OPEN PT-16 WB-13MW-12 PT-30 MW-11RB-11 PT-30 8" 8" WB-13 PT-16 MW-12 PT-16 WB-13 PT-16TYP. AT WINDOWS SCHEDULED THERMOSTAT RE: MECH. DWGS EQ EQ TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. PTD. SILL, TYP. 3'-8" EQ EQ EQ 8'-2"10"1'-0" 2" 8'-0" 9'-0"1'-0" 2'-6" MAX. 2'-10" PF-40 8" INTERIOR STOREFRONT, 2" WIDE PROFILE, MATTE BLACK FINISHPT-30 MF-10 MIR-11 PT-16 PT-16 MIR-11 MIR-11 PT-16 WB-13 WB-13 WB-13 8" 8"8" 8" EQ EQ EQ MF-10 MIR-10 PT-16 MIR-10MIR-10 8" 8"8" 8" PT-16 WB-13 MITER CORNERS, TYP. PT-16 PT-30 2'-6" 1'-6" MIN. P-GYM PANEL SEE ELEC. DRAWINGS (FOR EXACT SIZE REQUIREMENTS CONFIRM W/ ELEC. ENGINEER); PAINT TO MATCH ADJACENT WALL 6'-7" A.F.F. MAX. TO T.O. PANEL SCHEDULED SWITCH SEE ELEC. DWGS 10" CONTINUOUS, TYP. CONTINUOUS, TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. WALL MOUNTED FIRE ALARM DEVICE SEE ELEC. DWGS.; FINISH: WHITE 3'-8" . 6'-8" 9'-0"1'-0" 8" PT-30 WC-13 WB-13 PT-30 WB-13 RECEPTACLES AND DATA REQUIRED BY FITNESS EQUIPMENT CURRENTLY NOT SHOWN ON THIS ELEVATION. FITNESS CONSULTANT/OWNER TO CONFIRM ALL LOCATIONS IN RELATION TO EQUIPMENT. (FINISH TBD; CENTERLINES TO ALIGN THROUGHOUT THE ROOM; KEEP 2" APART WHEN OCCURING IN PAIRS) RECEPTACLES AND DATA REQUIRED BY FITNESS EQUIPMENT CURRENTLY NOT SHOWN ON THIS ELEVATION. FITNESS CONSULTANT/OWNER TO CONFIRM ALL LOCATIONS IN RELATION TO EQUIPMENT. (FINISH TBD; CENTERLINES TO ALIGN THROUGHOUT THE ROOM; KEEP 2" APART WHEN OCCURING IN PAIRS) PT-16 TYP. AT WINDOWS COORDINATE AND CONFIRM CLEAN OUT LOCATIONS AND FINISH W/ OWNER FOR REVIEW AND APPROVAL. DEVICES SHALL ALIGN HORIZONTALLY PT-16 PT-16 TYP. TYP. TYP. TYP. TYP. TYP. TYP. TR-16 CONTINUOUS TR-16 CONTINUOUS PTD. SILL, TYP. MW-12 MW-11 PT-30 PT-16 8" WB-13 ID705 1 MW-12 TYP. TYP. TYP. TYP. TYP. TYP. ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATE DESCRIPTION As indicated INTERIOR ELEVATIONS ID606 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/2" = 1'-0" 1 FITNESS CENTER - LOOKING NORTH 1/2" = 1'-0" 3 FITNESS CENTER - LOOKING EAST 1/2" = 1'-0" 4 FITNESS CENTER - LOOKING SOUTH 1/2" = 1'-0" 2 FITNESS CENTER SHELVES - LOOKING SOUTH 12.23.2020 PERMIT SET 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET ADJUSTED PER ARCH. BACKGROUND CHANGES. 1 1 ALIGN ALIGN GENERAL NOTES 1. SEE INTERIOR DETAILS ID700s AND FINISH SCHEDULES ID800s FOR ADDITIONAL INFORMATION. 2. ALL TV DIMENSIONS AND LOCATIONS SHOWN HAVE TO BE VERIFIED/CONFIRMED BY OWNER. CONFIRM FINAL LOCATIONS W/ INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. 3. ALL LOCATIONS AND FINISHES WHERE THERE IS AN OPTION FOR WALL DEVICES EXPOSED TO VIEW IN AMENITY SPACES CURRENTLY NOT SHOWN IN THE ID600 SERIES (SUCH AS SENSORS, CONCEALED SPRINKLER HEADS, THERMOSTATS, CONTROL PANELS, CONTROLS, DOOR ACCESS CONTROL, ACCESS PANELS, ETC.) TO BE CONFIRMED W/ INTERIOR DESIGNER PRIOR & OWNER TO INSTALLATION. 4. ANY VARIATION OF WHAT IS SHOWN IN THESE ELEVATION VIOLATING CODE REQUIREMENTS TO BE DISCUSSED W/ INTERIOR DESIGNER PRIOR TO RELOCATION. 5. CENTERLINES OF WALL DEVICES IN THE SAME AREA/ ON THE SAME ELEVATION SHALL ALIGN IN VERTICAL AND HORIZONTAL DIRECTION AS SHOWN. 6. ALL WALL SPRINKLER HEADS IN AMENITY SPACES TO BE CONCEALED. CONFIRM ALL LOCATIONS AND FINISHES W/ INTERIOR DESIGNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 7. ALL WALL SLOT DIFFUSER IN AMENITY SPACES TO BE MUD-IN TYPE UNLESS NOTED OTHERWISE. COORDINATE LENGTHS AND LOCATIONS AS INDICATED IN THESE ELEVATIONS. VERIFY LENGTHS IN FIELD TO MEET DESIGN INTENT PRIOR TO INSTALLATION. 8. ALIGN WALL & CEILING CONTROL JOINTS, TYPICAL. LOCATIONS SHALL BE REVIEWED AND ACCEPTED BY INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. 9. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS, ETC. FOR ALL WALL MOUNTED ACCESS PANELS, LIGHT FIXTURES & OTHER EQUIPMENT OR DEVICES AS REQ'D. 10. REFER TO ID DRAWINGS FOR LIGHT FIXTURE LOCATIONS. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPE, SWITCHING & LAMPING. ANY POSSIBLE DISCREPANCIES W/ ID DWGS TO BE COORDINATED AND CONFIRMED W/ INTERIOR DESIGNER PRIOR TO INSTALLATION. 11. FOR ALL PENDANTS IN AMENITY SPACES, CONFIRM FINAL HEIGHTS W/ INTERIOR DESIGNER AND OWNER IN FIELD PRIOR TO INSTALLATION. 12. ALL CAMERA LOCATIONS AND FINISHES TO BE COORDINATED AND CONFIRMED W/ INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 13. ALL AV DEVICE LOCATIONS (INCLUDING SPEAKERS, PER AV DWGS) AND FINISHES TO BE COORDINATED AND CONFIRMED W/ ID & OWNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 14. ANY REMOVABLE FURNITURE SHOWN IS PART OF FF&E, UNLESS NOTED OTHERWISE. 1'-0" 9'-0" 8" PT-16 PT-30 WB-13 PT-16 WB-13 PT-16 PT-30 PT-16 PT-16 TYP. AT WINDOWS WB-13 PTD. SILL, TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP.TYP. TYP. 7'-6" WALL MOUNTED FIRE ALARM DEVICE - SEE ELEC. DWGS.; FINISH: WHITE SCHEDULED RECEPTACLE - RE: ELEC. DWGS 8" WB-13 PT-30 PT-16 AL1 TYP. TYP. TYP. 9'-0" 8" WB-13 PT-30 PT-16 LVT-10 SCHEDULED RECEPTACLE - RE: ELEC. DWGS 1'-6" SCHEDULED SWITCH RE: ELEC. DWGS TYP. TYP. TYP. TYP. PT-16 TYP. AT WINDOWS PTD. SILL, TYP. WALL MOUNTED FIRE ALARM DEVICE - SEE ELEC. DWGS.; FINISH: WHITE COORDINATE DATA OUTLET RE: ELEC. DWGS 6'-0"6'-0" 2"2" SCHEDULED RECEPTACLE - RE: ELEC. DWGS COORDINATE DATA OUTLET RE: ELEC. DWGS 1 1 1 1 1 2'-0" 3'-8" 6'-8" 9'-0" INTERIOR STOREFRONT, 2" WIDE PROFILE, MATTE BLACK FINISH PT-16 PT-30TYP. TYP. 8'-0"2" MIN. 3'-0" EQ EQ EQ EQ EQ EQ 9'-0" 8"6'-10"8" LVT-10 PT-16 PT-30 MIR-13 MIR-13 MIR-13MIR-13MIR-13MIR-13 MF-10 MF-10 MITER CORNERS, TYP. CONTINUOUS, TYP. TYP. TYP. TYP. TYP. TYP. 8" PT-16 PT-30 WB-13 PT-16 PT-30 WB-13 PT-16 RECEPTACLES AND DATA REQUIRED BY FITNESS EQUIPMENT CURRENTLY NOT SHOWN ON THIS ELEVATION. FITNESS CONSULTANT/OWNER TO CONFIRM ALL LOCATIONS IN RELATION TO EQUIPMENT. (FINISH TBD; CENTERLINES TO ALIGN THROUGHOUT THE ROOM; KEEP 2" APART WHEN OCCURING IN PAIRS) PT-16 WB-13 PT-16 PT-30TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP.TYP. TYP. SCHEDULED RECEPTACLE - RE: ELEC. DWGS 1'-6" ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATE DESCRIPTION As indicated INTERIOR ELEVATIONS ID607 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/2" = 1'-0" 2 FITNESS CENTER - LOOKING VERY NORTH 1/2" = 1'-0" 3 YOGA STUDIO - LOOKING NORTH 1/2" = 1'-0" 5 YOGA STUDIO - LOOKING EAST 1/2" = 1'-0" 4 YOGA STUDIO - LOOKING SOUTH 1/2" = 1'-0" 6 YOGA STUDIO - LOOKING WEST 1/2" = 1'-0" 1 FITNESS CENTER - LOOKING WEST 1 ADJUSTED PER ARCH. BACKGROUND CHANGES. 1 12.23.2020 PERMIT SET 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET 1 1 1 ALIGN ALIGN ALIGN GENERAL NOTES 1. SEE INTERIOR DETAILS ID700s AND FINISH SCHEDULES ID800s FOR ADDITIONAL INFORMATION. 2. ALL TV DIMENSIONS AND LOCATIONS SHOWN HAVE TO BE VERIFIED/CONFIRMED BY OWNER. CONFIRM FINAL LOCATIONS W/ INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. 3. ALL LOCATIONS AND FINISHES WHERE THERE IS AN OPTION FOR WALL DEVICES EXPOSED TO VIEW IN AMENITY SPACES CURRENTLY NOT SHOWN IN THE ID600 SERIES (SUCH AS SENSORS, CONCEALED SPRINKLER HEADS, THERMOSTATS, CONTROL PANELS, CONTROLS, DOOR ACCESS CONTROL, ACCESS PANELS, ETC.) TO BE CONFIRMED W/ INTERIOR DESIGNER PRIOR & OWNER TO INSTALLATION. 4. ANY VARIATION OF WHAT IS SHOWN IN THESE ELEVATION VIOLATING CODE REQUIREMENTS TO BE DISCUSSED W/ INTERIOR DESIGNER PRIOR TO RELOCATION. 5. CENTERLINES OF WALL DEVICES IN THE SAME AREA/ ON THE SAME ELEVATION SHALL ALIGN IN VERTICAL AND HORIZONTAL DIRECTION AS SHOWN. 6. ALL WALL SPRINKLER HEADS IN AMENITY SPACES TO BE CONCEALED. CONFIRM ALL LOCATIONS AND FINISHES W/ INTERIOR DESIGNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 7. ALL WALL SLOT DIFFUSER IN AMENITY SPACES TO BE MUD-IN TYPE UNLESS NOTED OTHERWISE. COORDINATE LENGTHS AND LOCATIONS AS INDICATED IN THESE ELEVATIONS. VERIFY LENGTHS IN FIELD TO MEET DESIGN INTENT PRIOR TO INSTALLATION. 8. ALIGN WALL & CEILING CONTROL JOINTS, TYPICAL. LOCATIONS SHALL BE REVIEWED AND ACCEPTED BY INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. 9. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS, ETC. FOR ALL WALL MOUNTED ACCESS PANELS, LIGHT FIXTURES & OTHER EQUIPMENT OR DEVICES AS REQ'D. 10. REFER TO ID DRAWINGS FOR LIGHT FIXTURE LOCATIONS. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPE, SWITCHING & LAMPING. ANY POSSIBLE DISCREPANCIES W/ ID DWGS TO BE COORDINATED AND CONFIRMED W/ INTERIOR DESIGNER PRIOR TO INSTALLATION. 11. FOR ALL PENDANTS IN AMENITY SPACES, CONFIRM FINAL HEIGHTS W/ INTERIOR DESIGNER AND OWNER IN FIELD PRIOR TO INSTALLATION. 12. ALL CAMERA LOCATIONS AND FINISHES TO BE COORDINATED AND CONFIRMED W/ INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 13. ALL AV DEVICE LOCATIONS (INCLUDING SPEAKERS, PER AV DWGS) AND FINISHES TO BE COORDINATED AND CONFIRMED W/ ID & OWNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 14. ANY REMOVABLE FURNITURE SHOWN IS PART OF FF&E, UNLESS NOTED OTHERWISE. MAX. 2'-10" 1'-0" PF-23 PF-22 9 FULL TILES 6'-0"+/6" DOOR AS SCHEDULED, PTD., TO MATCH ADJACENT WALL MEL-12 PT-30 WB-12 MEL-12 PT-17 PF-20 TR-15 WT-10 PC-10 ST-11 AD4 AL4 GL-10 TR-10 ID706 2 WT-17 TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. SCHEDULED SWITCH RE: ELEC. DWGS; SATIN SS STEEL FINISH 10" START TILING HERE 3'-8" 1'-2 1/4" 2'-8" MAX. 2'-10" AL4 MIN. 2'-3" PF-20 PF-21 6" 1'-2" MEL-12 PT-30 WB-12 MEL-12 PT-17 PC-10 ST-11 PUL-13 AD4 AD4 AD4 PROVIDE ADA COMPLIANT SKIRT (AS TIGHT AS POSSIBLE) - FIXED PANEL SCHEDULED RECEPTACLES - RE: ELEC. DWGS; SATIN SS STEEL FINISH PROVIDE FINISHED FACE CONTINUOUS LINEAR LIGHT FIXTURE AS SCHEDULED (SILVER MATTE FINISH) - FULL LENGTH (V.I.F.); SECURILY ATTACHED (CONCEALED FASTEN METHOD; PROVIDE END CAPS); ALL WIRES TO BE CONCEALED - SEE ID401_R RECESSED SCHEDULED PUCK LIGHT FIXTURES - (SILVER MATTE FINISH); CONCEALED WIRES; TYP. - SEE ID401_R 4 1/2" PROVIDE FINISHED FACE, TYP. AT ENDS CONTINUOUS PUL-17 PUL-17 TYPICAL NOTE: USE CONCEALED FASTEN METHOD FOR ENTIRE MILLWORK; SECURILY ATTACHED TO SUBSTRATE. 8" 8" TYP. TYP. TYP. TYP. TYP. TYP. SD-1 COVER - RE: PLUMBING DWGS EQ EQ 6" DECAL - DECORATION AREA DOOR AS SCHEDULED, PTD., TO MATCH ADJACENT WALL MEL-12 PT-30 WB-12 MEL-12 PT-17 PC-10 ST-11 WB-12 AD4 AL4 CABINET PULL - TYP. (INTEGRATED ALUMINUM "J" HANDLE); PROVIDE ALL REQUIRED HARDWARE FOR DRAWER, AS PER MANUFACTURER RECOMMENDATION, TYP. CONCEALED STEEL CARRIER IN THE WALL; AS REQUIRED, TYP. TYP.TYP.TYP. TYP. TYP. TYP. TYP. TYP. 9 FULL TILES 6'-0"+/PT-30 TR-15 WT-10 PC-10 GL-10 TR-10 1'-9"6 1/2" 6 1/2" MAX. 2'-10" PF-23 SCHEDULED RECEPTACLE SATIN SS STEEL FINISH 1'-6" 1'-0" WT-17 TYP. CONTINUOUS TYP. TYP. TYP. TYP. WALL MOUNTED FIRE ALARM DEVICE - SEE ELEC. DWGS.; FINISH: WHITE START TILING HERE ID708 2 10"8 '-2" PT-30 ST-17 PUL-14 CPT-10 THIS WALL TO HOUSE TRANSIT SCREEN AS SCHEDULED (CONFIRM W/ OWNER). PROVIDE ADEQUATE BLOCKING TO SUPPORT. COORDINATE LOCATION OF SUPPLY DUPLEX ELECTRICAL OUTLET AND DATA - NOT EXPOSED TO VIEW, TYP. - ANY CONTROLS AT 4' MAX. MAX. 2'-10" MEL-11 WC-11 TOE KICK, MADE OF ALUMINUM, STEEL FINISH CONTINUOUS FILLER PANEL, TYP. PROVIDE LOCK ON EACH CABINET AS PER OWNER ADVICE, SATIN STAINLESS STEEL FINISH, TYP. - CONFIRM FINAL LOCATION W/ INTERIOR DESIGNER/OWNER TYP. TYP. EQEQ TYP. TYP. TYP. TYP. 6" PROVIDE ADEQUATE BLOCKING IN WALL FOR FUTURE ART PT-30 WB-10 ART-1 PT-19 CPT-10 3'-0" 9'-0" 1'-0" EQ EQ 1'-6" MUD-IN ACCESS PANEL COORDINATE W/ ARCH. DWGS AND CONFIRM EXACT LOCATION W/ ID PRIOR TO INSTALLATION 5'-0" 5'-0" SCHEDULED RECEPTACLES; - RE: ELEC. DWGS TYP. TYP. TYP. TYP. TYP. PT-30 TYP. ACL2 PTD. SILL, TYP. EQ EQ PT-30 WB-10 PT-19 CPT-10 6" TYP. TYP. TYP. TYP. INTERIOR STOREFRONT, 2" WIDE PROFILE, MATTE BLACK FINISH PT-30 WB-10 PT-19 CPT-10 6" PT-19 PT-19 PT-30 ST-17 SCHEDULED FEC, RECESSED SEE ARCH. DWGS 1'-6" MIN. 2"8 '-0" 8'-2" 9'-0" SCHEDULED SWITCH RE: ELEC. DWGS SCHEDULED THERMOSTAT RE: MECH. DWGS10"10" TYP. TYP. TYP. TYP. TYP. TYP. TYP. WALL MOUNTED FIRE ALARM DEVICE SEE ELEC. DWGS.; FINISH: WHITE 3'-8" 3'-8" ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATE DESCRIPTION As indicated INTERIOR ELEVATIONS ID608 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/2" = 1'-0" 1 PET SPA - LOOKING NORTH 1/2" = 1'-0" 2 PET SPA - LOOKING EAST 1/2" = 1'-0" 3 PET SPA - LOOKING SOUTH 1/2" = 1'-0" 4 PET SPA - LOOKING WEST 1/2" = 1'-0" 5 LEASING OFFICE - LOOKING NORTH 1/2" = 1'-0" 6 LEASING OFFICE - LOOKING EAST 1/2" = 1'-0" 7 LEASING OFFICE - LOOKING SOUTH 1/2" = 1'-0" 8 LEASING OFFICE - LOOKING WEST 1 1 1 1 1 ADJUSTED PER ARCH. BACKGROUND CHANGES. 1 12.23.2020 PERMIT SET 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET GENERAL NOTES 1. SEE INTERIOR DETAILS ID700s AND FINISH SCHEDULES ID800s FOR ADDITIONAL INFORMATION. 2. ALL LOCATIONS AND FINISHES WHERE THERE IS AN OPTION FOR WALL DEVICES EXPOSED TO VIEW IN AMENITY SPACES CURRENTLY NOT SHOWN IN THE ID600 SERIES (SUCH AS SENSORS, CONCEALED SPRINKLER HEADS, THERMOSTATS, CONTROL PANELS, CONTROLS, DOOR ACCESS CONTROL, ACCESS PANELS, ETC.) TO BE CONFIRMED W/ INTERIOR DESIGNER PRIOR & OWNER TO INSTALLATION. 3. ANY VARIATION OF WHAT IS SHOWN IN THESE ELEVATION VIOLATING CODE REQUIREMENTS TO BE DISCUSSED W/ INTERIOR DESIGNER PRIOR TO RELOCATION. 4. CENTERLINES OF WALL DEVICES IN THE SAME AREA/ ON THE SAME ELEVATION SHALL ALIGN IN VERTICAL AND HORIZONTAL DIRECTION AS SHOWN. 5. ALL WALL SPRINKLER HEADS IN AMENITY SPACES TO BE CONCEALED. CONFIRM ALL LOCATIONS AND FINISHES W/ INTERIOR DESIGNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 6. PROVIDE CONTROL JOINTS IN SUSPENDED GYPSUM BOARD CEILING AND WALLS AS SHOWN AND/OR AS REQ'D BY CEILING CONSTRUCTION. KEEP REQUIRED GWB CONTROL JOINTS AT LEAST 5'-0" AWAY FROM ANY UNIT ENTRANCE DOOR. LOCATIONS SHALL BE SUBMITTED FOR REVIEW & APPROVAL BY INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. ALIGN WALL & CEILING CONTROL JOINTS, TYPICAL. 7. CONTRACTOR SHALL PROVIDE ACCESS PANELS (MUD-IN TYPE) IN SUSPENDED GYP BOARD CEILING/WALLS AS SHOWN ON ID, ARCH & MEP DRAWINGS AND/OR AS REQ'D TO SERVICE MEP/FP SYSTEMS & EQUIPMENT. LOCATIONS IN AMENITY NOT SHOWN ON ID DRAWINGS SHALL BE SUBMITTED FOR REVIEW & APPROVAL BY INTERIOR DESIGNER, ARCHITECT & OWNER PRIOR TO INSTALLATION. 8. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS, ETC. FOR ALL WALL MOUNTED ACCESS PANELS, LIGHT FIXTURES & OTHER EQUIPMENT OR DEVICES AS REQ'D. 9. REFER TO ID DRAWINGS FOR LIGHT FIXTURE LOCATIONS. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPE, SWITCHING & LAMPING. ANY POSSIBLE DISCREPANCIES W/ ID DWGS TO BE COORDINATED AND CONFIRMED W/ INTERIOR DESIGNER PRIOR TO INSTALLATION. 10. ALL CAMERA LOCATIONS AND FINISHES TO BE COORDINATED AND CONFIRMED W/ INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 11. ALL AV DEVICE LOCATIONS AND FINISHES TO BE COORDINATED AND CONFIRMED W/ ID & OWNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. WC-21 WB-20 TYP. TYP. X X X MIN. 9 3/4" EXTEND WALL COVERING TO THE CORNER TYP. IN END/CORNER CONDITIONS ID710 1 PT-22 WB-20 PT-22 PT-21 PT-20 PT-20PT-20 WB-20 PT-21 PT-20 WC-21 WB-20 WB-20 PT-20 PT-20 6" TYP. TR-16 TYP. @ ALL UNIT ENTRANCES X X X X X X X X X X X X TYP. TYP. TYP. TYP. WC-21 TYP. WC-21 TYP. WC-21 TYP. TYP. TYP. TYP. TYP. 6" EQEQ 6'-8" WALL MOUNTED FIRE ALARM DEVICE SEE ELEC. DWGS.; FINISH: WHITE 1'-6" SCHEDULED RECEPTACLE RE: ELEC. DWGS 1'-6" SCHEDULED RECEPTACLE RE: ELEC. DWGS EQEQ PT-22 WB-20 PT-22 PT-20WC-21 WB-20 WC-21 PT-20PT-20OPEN PT-21 PT-21 PT-21 TYP. TYP. TYP. TYP. TYP. 6" TR-16 TR-16 TO ALIGN ON WALLS, FLOOR (IN NORTH ONLY) AND CEILINGS; TYP. IN ACCENT AREA AT ELEVATOR LOBBY 1 PT-22 WB-20 PT-22 PT-20OPEN PT-21PT-21 WC-21 TYP. 1'-6" SCHEDULED FEC, RECESSED X X X TYP. TYP. TYP. TYP. TYP. 6" SCHEDULED RECEPTACLE RE: ELEC. DWGS 1'-6" PT-22 WB-20 PT-22 PT-20PT-20 PT-21 PT-21 TYP. TYP. TYP. TYP. 6" CLEAN, CRISP, STRAIGHT EDGES TO ALIGN ON WALLS, FLOORS AND CEILINGS; TYP. IN ALL ACCENT AREAS ID708 3 Sim TYP. ID708 3 Sim TYP. /MIR. DOOR DOOR ACLCDOOR AS SCHEDULED, PTD., TO MATCH ADJACENT WALL DOOR AS SCHEDULED, PTD., TO MATCH ADJACENT WALL SATIN SS STEEL FINISH FOR DOORS AND FRAMES EXTEND ALL UP TO CEILING OF COVE, TYP. FOR ALL ELEVATOR LOBBIES OUTLET FOR PORTABLE FIREMAN'S TELEPHONE (PROVIDE POWER), SATIN SS FINISHPT-20 PT-21 WB-20 PT-22 PT-22 PT-20 PT-21 WB-20 WC-21 WC-21 PT-20 WB-20 WC-21 WC-21WC-21 WB-20 WC-21 HALL LANTERN (WHITE LIGHTS, TYP.) & FLOOR INDICATOR, SATIN SS FINISH (SCREWLESS ATTACHMENT); TYP. CONTINUOUS DOOR FRAME, FULL HEIGHT (NO SEAMS); TYPICAL AT ALL ELEVATOR DOORS, SATIN SS STEEL FINISH PT-20 WB-20 PT-21 SG-11 X X XX X X X X X 6" 6" TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. 7'-0" 1'-6" SCHEDULED RECEPTACLE RE: ELEC. DWGS EQ EQ 1'-6" WALL MOUNTED FIRE ALARM DEVICE SEE ELEC. DWGS.; FINISH: WHITE 6'-8" EQEQ 3'-6" ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATE DESCRIPTION As indicated TYPICAL CORRIDOR ELEVATIONS ID610 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/2" = 1'-0" 1 TYP. SOUTH CORRIDOR - LOOKING WEST 1/2" = 1'-0" 2 TYP. SOUTH CORRIDOR - LOOKING NORTH 1/2" = 1'-0" 3 TYP. CORRIDOR ELEVATOR LOBBY - LOOKING WEST 1/2" = 1'-0" 5 TYP. CORRIDOR ELEVATOR LOBBY - LOOKING EAST 1/2" = 1'-0" 4 TYP. CORRIDOR ELEVATOR LOBBY - LOOKING WEST_2 1/2" = 1'-0" 6 TYP. CORRIDOR ELEVATOR LOBBY - LOOKING EAST_2 1 1 1 1 1 WC-20 IN ACCENT AREAS CHANGED TO PT-22. ALL TR-16 IN ACCENT AREAS REMOVED, U.N.O. 1 1 1 FIRE ALARM DEVICES AND RECEPTACLES SHOWN FOR COORDINATION, PER ELEC. DWGS. 1 1 1 1 11 1 ADJUSTED PER ARCH. BACKGROUND CHANGES. 1 12.23.2020 PERMIT SET 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET GENERAL NOTES 1. SEE INTERIOR DETAILS ID700s AND FINISH SCHEDULES ID800s FOR ADDITIONAL INFORMATION. 2. ALL LOCATIONS AND FINISHES WHERE THERE IS AN OPTION FOR WALL DEVICES EXPOSED TO VIEW IN AMENITY SPACES CURRENTLY NOT SHOWN IN THE ID600 SERIES (SUCH AS SENSORS, CONCEALED SPRINKLER HEADS, THERMOSTATS, CONTROL PANELS, CONTROLS, DOOR ACCESS CONTROL, ACCESS PANELS, ETC.) TO BE CONFIRMED W/ INTERIOR DESIGNER PRIOR & OWNER TO INSTALLATION. 3. ANY VARIATION OF WHAT IS SHOWN IN THESE ELEVATION VIOLATING CODE REQUIREMENTS TO BE DISCUSSED W/ INTERIOR DESIGNER PRIOR TO RELOCATION. 4. CENTERLINES OF WALL DEVICES IN THE SAME AREA/ ON THE SAME ELEVATION SHALL ALIGN IN VERTICAL AND HORIZONTAL DIRECTION AS SHOWN. 5. ALL WALL SPRINKLER HEADS IN AMENITY SPACES TO BE CONCEALED. CONFIRM ALL LOCATIONS AND FINISHES W/ INTERIOR DESIGNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 6. PROVIDE CONTROL JOINTS IN SUSPENDED GYPSUM BOARD CEILING AND WALLS AS SHOWN AND/OR AS REQ'D BY CEILING CONSTRUCTION. KEEP REQUIRED GWB CONTROL JOINTS AT LEAST 5'-0" AWAY FROM ANY UNIT ENTRANCE DOOR. LOCATIONS SHALL BE SUBMITTED FOR REVIEW & APPROVAL BY INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. ALIGN WALL & CEILING CONTROL JOINTS, TYPICAL. 7. CONTRACTOR SHALL PROVIDE ACCESS PANELS (MUD-IN TYPE) IN SUSPENDED GYP BOARD CEILING/WALLS AS SHOWN ON ID, ARCH & MEP DRAWINGS AND/OR AS REQ'D TO SERVICE MEP/FP SYSTEMS & EQUIPMENT. LOCATIONS IN AMENITY NOT SHOWN ON ID DRAWINGS SHALL BE SUBMITTED FOR REVIEW & APPROVAL BY INTERIOR DESIGNER, ARCHITECT & OWNER PRIOR TO INSTALLATION. 8. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS, ETC. FOR ALL WALL MOUNTED ACCESS PANELS, LIGHT FIXTURES & OTHER EQUIPMENT OR DEVICES AS REQ'D. 9. REFER TO ID DRAWINGS FOR LIGHT FIXTURE LOCATIONS. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPE, SWITCHING & LAMPING. ANY POSSIBLE DISCREPANCIES W/ ID DWGS TO BE COORDINATED AND CONFIRMED W/ INTERIOR DESIGNER PRIOR TO INSTALLATION. 10. ALL CAMERA LOCATIONS AND FINISHES TO BE COORDINATED AND CONFIRMED W/ INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 11. ALL AV DEVICE LOCATIONS AND FINISHES TO BE COORDINATED AND CONFIRMED W/ ID & OWNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. OPEN PT-20 WB-20 PT-21 WC-21 PT-20 WB-20 PT-21 TYP. TYP. TYP. TYP. TYP. 6" X X X EQ EQ 6'-8" WALL MOUNTED FIRE ALARM DEVICE SEE ELEC. DWGS.; FINISH: WHITE EXTEND WALL COVERING TO THE CORNER TYP. IN END/CORNER CONDITIONS OPENPT-22 PT-22 PT-22 PT-22 PT-20 WB-20 PT-21 PT-20 PT-21 TYP. TYP.TYP. 6" SCHEDULED RECEPTACLE RE: ELEC. DWGS EQEQ 1'-6" 6'-8" WALL MOUNTED FIRE ALARM DEVICE SEE ELEC. DWGS.; FINISH: WHITE PT-20 WB-20 PT-21 PT-20 WB-20 PT-21 PT-22 PT-22WC-21 X X X 5'-0" SEE ID_RCPs AWC_B TYP.TYP. TYP. TYP. TYP. 6" TYP. WALL MOUNTED FIRE ALARM DEVICE SEE ELEC. DWGS.; FINISH: WHITE SCHEDULED RECEPTACLE RE: ELEC. DWGS 1'-6" EQEQ 6'-8" PT-20 WB-20 PT-21 PT-22 PT-22 PT-22 PT-22 WB-20 WC-21 PT-21PT-20 DOOR AS SCHEDULED, PTD., TO MATCH ADJACENT WALL X X X 6" TYP.TYP. TYP. TYP. WB-20 10" 5'-0" AWC_B CLEAN, CRISP, STRAIGHT EDGES TO ALIGN ON WALLS, FLOORS AND CEILINGS; TYP. IN ALL ACCENT AREAS PT-20 TYP. ID708 3 Sim TYP. ID708 3 Sim/MIR. OPEN PT-20 WB-20 PT-21 PT-20 WB-20 PT-21 5'-0" AWC_B EQ EQ 6" TYP. TYP. TYP. TYP. SCHEDULED RECEPTACLE RE: ELEC. DWGS 1'-6" PT-20 WB-20 PT-21 PT-20 WB-20 PT-21 PT-20 WB-20 PT-21 PT-22 PT-22 WC-21 WC-21DOOR AS SCHEDULED, PTD., TO MATCH ADJACENT WALL 6" ID710 1 Sim TYP. TR-16 TYP. @ ALL UNIT ENTRANCES 1'-6" SCHEDULED FEC, RECESSED 8'-0" 7'-10" X X X TYP.TYP.TYP.TYP. TYP. TYP. TYP. TYP. TYP. WB-20TYP. 10" 5'-0" AWC_B X X X EXTEND WALL COVERING TO THE CORNER TYP. IN END/CORNER CONDITIONS WC-21 PT-21 6" WB-20 TYP. TYP. TYP. X X X EXTEND WALL COVERING TO THE CORNER TYP. IN END/CORNER CONDITIONS MIN. 9 3/4" ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION As indicated TYPICAL CORRIDOR ELEVATIONS ID611 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/2" = 1'-0" 1 TYP. NORTH CORRIDOR -LOOKING NORTH 1/2" = 1'-0" 2 TYP. NORTH CORRIDOR -LOOKING WEST 1/2" = 1'-0" 3 TYP. NORTH CORRIDOR -LOOKING WEST_2 1/2" = 1'-0" 6 TYP. NORTH CORRIDOR -LOOKING EAST_2 1/2" = 1'-0" 7 TYP. NORTH CORRIDOR -LOOKING SOUTH 1/2" = 1'-0" 5 TYP. NORTH CORRIDOR -LOOKING EAST 1/2" = 1'-0" 4 TYP. NORTH COR. -LOOKING NORTH_2 WC-20 IN ACCENT AREAS CHANGED TO PT-22. ALL TR-16 IN ACCENT AREAS REMOVED, U.N.O. 1 1 1 FIRE ALARM DEVICES AND RECEPTACLES SHOWN FOR COORDINATION, PER ELEC. DWGS. 1 1 1 1 1 1 1 ADJUSTED PER ARCH. BACKGROUND CHANGES. 1 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET ALIGN GENERAL NOTES 1. SEE INTERIOR DETAILS ID700s AND FINISH SCHEDULES ID800s FOR ADDITIONAL INFORMATION. 2. ALL LOCATIONS AND FINISHES WHERE THERE IS AN OPTION FOR WALL DEVICES EXPOSED TO VIEW IN AMENITY SPACES CURRENTLY NOT SHOWN IN THE ID600 SERIES (SUCH AS SENSORS, CONCEALED SPRINKLER HEADS, THERMOSTATS, CONTROL PANELS, CONTROLS, DOOR ACCESS CONTROL, ACCESS PANELS, ETC.) TO BE CONFIRMED W/ INTERIOR DESIGNER PRIOR & OWNER TO INSTALLATION. 3. ANY VARIATION OF WHAT IS SHOWN IN THESE ELEVATION VIOLATING CODE REQUIREMENTS TO BE DISCUSSED W/ INTERIOR DESIGNER PRIOR TO RELOCATION. 4. CENTERLINES OF WALL DEVICES IN THE SAME AREA/ ON THE SAME ELEVATION SHALL ALIGN IN VERTICAL AND HORIZONTAL DIRECTION AS SHOWN. 5. ALL WALL SPRINKLER HEADS IN AMENITY SPACES TO BE CONCEALED. CONFIRM ALL LOCATIONS AND FINISHES W/ INTERIOR DESIGNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 6. PROVIDE CONTROL JOINTS IN SUSPENDED GYPSUM BOARD CEILING AND WALLS AS SHOWN AND/OR AS REQ'D BY CEILING CONSTRUCTION. KEEP REQUIRED GWB CONTROL JOINTS AT LEAST 5'-0" AWAY FROM ANY UNIT ENTRANCE DOOR. LOCATIONS SHALL BE SUBMITTED FOR REVIEW & APPROVAL BY INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. ALIGN WALL & CEILING CONTROL JOINTS, TYPICAL. 7. CONTRACTOR SHALL PROVIDE ACCESS PANELS (MUD-IN TYPE) IN SUSPENDED GYP BOARD CEILING/WALLS AS SHOWN ON ID, ARCH & MEP DRAWINGS AND/OR AS REQ'D TO SERVICE MEP/FP SYSTEMS & EQUIPMENT. LOCATIONS IN AMENITY NOT SHOWN ON ID DRAWINGS SHALL BE SUBMITTED FOR REVIEW & APPROVAL BY INTERIOR DESIGNER, ARCHITECT & OWNER PRIOR TO INSTALLATION. 8. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS, ETC. FOR ALL WALL MOUNTED ACCESS PANELS, LIGHT FIXTURES & OTHER EQUIPMENT OR DEVICES AS REQ'D. 9. REFER TO ID DRAWINGS FOR LIGHT FIXTURE LOCATIONS. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPE, SWITCHING & LAMPING. ANY POSSIBLE DISCREPANCIES W/ ID DWGS TO BE COORDINATED AND CONFIRMED W/ INTERIOR DESIGNER PRIOR TO INSTALLATION. 10. ALL CAMERA LOCATIONS AND FINISHES TO BE COORDINATED AND CONFIRMED W/ INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 11. ALL AV DEVICE LOCATIONS AND FINISHES TO BE COORDINATED AND CONFIRMED W/ ID & OWNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. PT-22 WB-20 PT-22 PT-20PT-20OPEN PT-20 WB-20 PT-21 WB-20 PT-21WC-21DOOR AS SCHEDULED, PTD., TO MATCH ADJACENT WALL WC-21 TR-16 X X X 5'-0" AWC_B SEE ID_RCPs TYP.TYP. TYP. TYP. TYP.TYP. WALL MOUNTED FIRE ALARM DEVICE SEE ELEC. DWGS.; FINISH: WHITE 6'-8" SCHEDULED RECEPTACLE RE: ELEC. DWGS 1'-6" EQEQ SCHEDULED RECEPTACLE RE: ELEC. DWGS 1'-6" EQEQ 1'-6" 1'-0" SCHEDULED RECEPTACLE RE: ELEC. DWGS TO ALIGN WITH WALL JUG ON OPPOSITE WALL 4'-1 1/2"+/6" OPENPT-20 WB-20 PT-21 PT-20 WB-20 PT-20 WB-20 PT-20 WB-20 WB-20 WC-21 WC-21 DOOR AS SCHEDULED, PTD., TO MATCH ADJACENT WALL SCHEDULED FEC, RECESSED EQ EQ X X X X X X X X X TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. 6'-8" WALL MOUNTED FIRE ALARM DEVICE SEE ELEC. DWGS.; FINISH: WHITE SCHEDULED RECEPTACLE RE: ELEC. DWGS EQEQ 1'-6" SCHEDULED RECEPTACLE RE: ELEC. DWGS 1'-6" 6" PT-22 WB-20 PT-22 PT-20 WB-20 PT-21 PT-20 WB-20 PT-21WC-21 WC-21 ID710 1 Sim TYP. WB-20 TR-16 TR-16 X X X 6'-8" AWC_B TYP. @ ALL UNIT ENTRANCES TYP. TYP. TYP. TYP. TYP. TYP. TYP.TYP.TYP. X X X SCHEDULED RECEPTACLE RE: ELEC. DWGS 1'-6" 8'-0" 5'-0" RE: RCP FOR LOCATION 6" EXTEND WALL COVERING TO THE CORNER TYP. IN END/CORNER CONDITIONS PT-22 WB-20 PT-22 PT-20PT-20 PT-20 WB-20 PT-20 PT-21PT-21 DOOR AS SCHEDULED, PTD., TO MATCH ADJACENT WALL EQ EQ SCHEDULED FEC, RECESSED TYP. TYP. TYP. TYP. CLEAN, CRISP, STRAIGHT EDGES TO ALIGN ON WALLS, FLOORS AND CEILINGS; TYP. IN ALL ACCENT AREAS 6" WALL MOUNTED EXIT SIGN ID708 3 Sim TYP. ID708 3 Sim TYP. /MIR. PT-22 WB-20 PT-22 PT-20 PT-21 PT-21 OPEN TYP. TYP. TYP. TYP. 6'-8" WALL MOUNTED FIRE ALARM DEVICE SEE ELEC. DWGS.; FINISH: WHITE SCHEDULED RECEPTACLE RE: ELEC. DWGS 1'-6" 6" EQEQ ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATE DESCRIPTION As indicated TYPICAL CORRIDOR ELEVATIONS ID612 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/2" = 1'-0" 1 TYP. SOUTH CORRIDOR - LOOKING NORTH_2 1/2" = 1'-0" 2 TYP. SOUTH CORRIDOR - LOOKING NORTH_3 1/2" = 1'-0" 3 TYP. SOUTH CORRIDOR - LOOKING WEST_2 1/2" = 1'-0" 4 TYP. SOUTH CORRIDOR - LOOKING NORTH_4 1/2" = 1'-0" 5 TYP. SOUTH CORRIDOR - LOOKING SOUTH 1 1 WC-20 IN ACCENT AREAS CHANGED TO PT-22. ALL TR-16 IN ACCENT AREAS REMOVED, U.N.O. 1 FIRE ALARM DEVICES AND RECEPTACLES SHOWN FOR COORDINATION, PER ELEC. DWGS. 1 1 1 1 1 ADJUSTED PER ARCH. BACKGROUND CHANGES. 1 1 12.23.2020 PERMIT SET 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET ALIGN GENERAL NOTES 1. SEE INTERIOR DETAILS ID700s AND FINISH SCHEDULES ID800s FOR ADDITIONAL INFORMATION. 2. ALL LOCATIONS AND FINISHES WHERE THERE IS AN OPTION FOR WALL DEVICES EXPOSED TO VIEW IN AMENITY SPACES CURRENTLY NOT SHOWN IN THE ID600 SERIES (SUCH AS SENSORS, CONCEALED SPRINKLER HEADS, THERMOSTATS, CONTROL PANELS, CONTROLS, DOOR ACCESS CONTROL, ACCESS PANELS, ETC.) TO BE CONFIRMED W/ INTERIOR DESIGNER PRIOR & OWNER TO INSTALLATION. 3. ANY VARIATION OF WHAT IS SHOWN IN THESE ELEVATION VIOLATING CODE REQUIREMENTS TO BE DISCUSSED W/ INTERIOR DESIGNER PRIOR TO RELOCATION. 4. CENTERLINES OF WALL DEVICES IN THE SAME AREA/ ON THE SAME ELEVATION SHALL ALIGN IN VERTICAL AND HORIZONTAL DIRECTION AS SHOWN. 5. ALL WALL SPRINKLER HEADS IN AMENITY SPACES TO BE CONCEALED. CONFIRM ALL LOCATIONS AND FINISHES W/ INTERIOR DESIGNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 6. PROVIDE CONTROL JOINTS IN SUSPENDED GYPSUM BOARD CEILING AND WALLS AS SHOWN AND/OR AS REQ'D BY CEILING CONSTRUCTION. KEEP REQUIRED GWB CONTROL JOINTS AT LEAST 5'-0" AWAY FROM ANY UNIT ENTRANCE DOOR. LOCATIONS SHALL BE SUBMITTED FOR REVIEW & APPROVAL BY INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. ALIGN WALL & CEILING CONTROL JOINTS, TYPICAL. 7. CONTRACTOR SHALL PROVIDE ACCESS PANELS (MUD-IN TYPE) IN SUSPENDED GYP BOARD CEILING/WALLS AS SHOWN ON ID, ARCH & MEP DRAWINGS AND/OR AS REQ'D TO SERVICE MEP/FP SYSTEMS & EQUIPMENT. LOCATIONS IN AMENITY NOT SHOWN ON ID DRAWINGS SHALL BE SUBMITTED FOR REVIEW & APPROVAL BY INTERIOR DESIGNER, ARCHITECT & OWNER PRIOR TO INSTALLATION. 8. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS, ETC. FOR ALL WALL MOUNTED ACCESS PANELS, LIGHT FIXTURES & OTHER EQUIPMENT OR DEVICES AS REQ'D. 9. REFER TO ID DRAWINGS FOR LIGHT FIXTURE LOCATIONS. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPE, SWITCHING & LAMPING. ANY POSSIBLE DISCREPANCIES W/ ID DWGS TO BE COORDINATED AND CONFIRMED W/ INTERIOR DESIGNER PRIOR TO INSTALLATION. 10. ALL CAMERA LOCATIONS AND FINISHES TO BE COORDINATED AND CONFIRMED W/ INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 11. ALL AV DEVICE LOCATIONS AND FINISHES TO BE COORDINATED AND CONFIRMED W/ ID & OWNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. PT-22 WB-20 PT-22 PT-20 PT-20OPEN WB-20 PT-21 PT-21 PT-20 WB-20 PT-21 WC-21 DOOR AS SCHEDULED, PTD., TO MATCH ADJACENT WALL X X X TYP. TYP. TYP. TYP. TYP. TYP. TYP.TYP. 6" PT-20 WB-20 PT-21 PT-20 WB-20 WC-21 PT-20 WB-20 PT-21 PT-20 WB-20 WC-21 PT-20 WB-20 PT-21WC-21 ID710 1 Sim TYP. TR-16 X X XX X X X X X X X X TYP. @ ALL UNIT ENTRANCES TYP. TYP. TYP. TYP. TYP. TYP.TYP. TYP. TYP.TYP. TYP. 6" PT-22 WB-20 PT-22 PT-20 WC-21 PT-20 PT-20 WB-20 PT-21 PT-20 WB-20 PT-20 WB-20 PT-21WC-21 1'-6" SCHEDULED FEC, RECESSED X X X X X X X X X X X X 5'-0" SEE ID_RCPs AWC_B TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. WB-20 TYP. 6" PT-22 WB-20 PT-22 PT-20PT-20 PT-20 WB-20 PT-21 PT-20 WB-20 PT-21 WC-21 WC-21 WC-21 SCHEDULED FEC, RECESSED X X X X X X X X X 1'-6" TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. WB-20 TYP. CLEAN, CRISP, STRAIGHT EDGES TO ALIGN ON WALLS, FLOORS AND CEILINGS; TYP. IN ALL ACCENT AREAS 6" ID708 3 ID708 3 Sim TYP. TYP. /MIR. WC-21 6" WB-20 X X X TYP. TYP. X X X EXTEND WALL COVERING TO THE CORNER TYP. IN END/CORNER CONDITIONS MIN. 9 3/4" ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATE DESCRIPTION As indicated TYPICAL CORRIDOR ELEVATIONS ID613 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/2" = 1'-0" 1 TYP. SOUTH CORRIDOR - LOOKING EAST 1/2" = 1'-0" 2 TYP. SOUTH CORRIDOR - LOOKING SOUTH_2 1/2" = 1'-0" 3 TYP. SOUTH CORRIDOR - LOOKING SOUTH_3 1/2" = 1'-0" 4 TYP. SOUTH CORRIDOR - LOOKING SOUTH_4 1/2" = 1'-0" 5 TYP. SOUTH CORRIDOR - LOOKING EAST_2 WC-20 IN ACCENT AREAS CHANGED TO PT-22. ALL TR-16 IN ACCENT AREAS REMOVED, U.N.O. 1 1 1 FIRE ALARM DEVICES AND RECEPTACLES SHOWN FOR COORDINATION, PER ELEC. DWGS. 1 1 1 1 ADJUSTED PER ARCH. BACKGROUND CHANGES. 1 12.23.2020 PERMIT SET 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET 1 ALIGN GENERAL NOTES 1. SEE PLANS FOR MIRRORED LAYOUT CONDITIONS. 2. PROVIDE BLOCKING FOR GRAB BAR INSTALLATION. 3. ALL DIMENSIONS SHOWN TO A LINE OF WALL ARE TO THE FINISHED SURFACE OF THE WALL, SUCH AS FACE OF TILE OR GYPSUM BOARD. 4. FLOOR TILE IS TO BE INSTALLED UNDERNEATH ALL VANITIES. 5. TOILET FLUSH CONTROLS MUST BE LOCATED ON THE 'OPEN' SIDE OF THE FIXTURE, NOT ON THE 'CLOSED' SIDE OF THE FIXTURE THAT IS CLOSEST TO THE SIDE WALL. 6. SEE ACCESSIBILITY REQUIREMENTS SHEET A600 FOR ADDITIONAL INFORMATION. 7. ALL APPLIANCES TO MEET ADA AND LEED/ENERGY REQUIREMENTS. MAX. 2'-10 1/4" MIN. 2'-3" 08 03 07 8" PT-30 WT-14 WB-14 ST-16 MEL-13 MEL-13 MEL-13 MEL-13 PT-14 TR-13 J-CHANNEL AT TOP AND BOTTOM, SATIN SS FINISH, TYP. CONTINUOUS, NO JOINTS MEL-13 CONTINUOUS FILLER EQ3/4" 1'-2 1/4" 3/4" 3'-0" 3/4" 1'-2 1/4" 3/4" 2'-5 1/4" 3/4" FILLER EQ ALL EXPOSED FACES TO BE FINISHED (MEL-13), TYP. MEL-13 MEL-13 11 04 06 12 1'-6" 6" 2'-2" 1'-10" 7" MAX. 2'-10 1/4" 3'-3" EQEQ 3'-8" PROVIDE ADA COMPLIANT SKIRT (AS TIGHT AS POSSIBLE) -SEE SKIRT DETAIL 2/ID706 SIM. FOR DIMENSIONAL REQUIREMENTS 8"MIN. MIN. 2'-3" MIN. 9" CONCEALED STEEL CARRIER IN THE WALL; AS REQUIRED, TYP. LOCATE AT ENDS AND AT SKIRT SO THEY ARE FULLY CONCEALED 8" PT-30 PT-14 WB-14 SCHEDULED OUTLET SATIN SS FINISH, COVER PLATE 02 ACCESSIBLE TOILET. TOP OF TOILET SEAT IS 17"MIN. -19"MAX. A.F.F. 04 09 05 11 1'-6" 6" 1'-2" 1'-10" 5'-0" 48" MAX. 4'-0" 8" PT-30 PT-14 WB-14 2'-6" 01 03 08 8'-0"2" MAX. 2'-10 1/4" SCHEDULED 2-GANG SWITCH RE: ELEC. DWGS; SATIN SS FINISH, COVER PLATE 48" MAX. 4'-0" EQ EQ 10 1'-10" MAX. 3'-8" 8" PT-30 PT-14 WB-14 8" MIN. 10" WALL MOUNTED FIRE ALARM DEVICE -SEE ELEC. DWGS.; FINISH: WHITE 6'-8" ID6204 2 5 3 1'-10"8"3'-6"1'-0" 7'-0" 6" 3'-0" 5'-0" 3'-8"3'-0"4" 8'-6" 4'-0" 3'-0" 1'-6" T-11 ST-16 EQEQ FLOORING CONTINUES BELOW COUNTER, TYP. FULL TILE SCHEDULED LIGHT FIXTURE SEE RCP ID620 6 TYP. MIR-13 TR-13 WT-14 1 5/8" MTL FRAMING THIN-SET MORTAR, PER MANUF. RECOMMENDATION FULL HEIGHT SCHEDULED STRIP LIGHT FIXTURE W/ LENSE IN COVE (COUNTER TO CEILING, PROVIDE END CAPS); SECURILY ATTACHED; CONCEALED FASTEN METHOD CONTINUOUS ST-16 BELOW ST-16 SERCURILY ATTACHED, CONCEALED FASTEN METHOD -EXTEND BEYOND LIGHT FIXTURE, TYP. BELOW J-CHANNEL AT TOP AND BOTTOM, SATIN SS FINISH, TYP. SCHEDULED PARTITION PARTITION SCHEDULED 5/8" SMOOTH SURFACE PAINTED, MATTE BLACK ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION As indicated TYPICAL BATHROOM ELEVATIONS ID620 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/2" = 1'-0" 2 TYP. BATHROOM -VANITY FRONT 1/2" = 1'-0" 3 TYP. BATHROOM -TOILET SECTION 1/2" = 1'-0" 4 TYP. BATHROOM -TOILET FRONT 1/2" = 1'-0" 5 TYP. BATHROOM -VANITY SECTION 1/2" = 1'-0" 1 TYP. BATHROOM FLOOR PLAN Item NumberDescriptionMountingHeight (A.F.F.)Manufacturer/Product DescriptionRemarks 01SOAP DISPENSERWALLMOCKETT SPD2-SSSPROVIDE REQ'D BLOCKING 02PAPER TOWEL DISPENSER & WASTE RECEPTACLE WALL, RECESSED BOBRICK B-36903; TrimLineSeriesPROVIDE REQ'D BLOCKING; COORDINATE ROUGH OPENING IN WALL 03UNDERMOUNT LAVATORYCOUNTERICERA MUSE GRANDE L-2420-ADA: gloss white; Vitreous china; Undermount sink with overflow; MicroGlaze™ anti-microbial, stain-resistant glaze; ADA COMPLIANT; Inner dimensions: 20-1/4" x 13-1/4"; Outer dimensions: 22-5/8" x 15-1/2" PROVIDE CONCEALED CARRIERS WITHIN WALL 04HANDICAP GRAB BARWALLBOBRICK B-5806 18"PROVIDE REQ'D BLOCKING 05HANDICAP GRAB BARWALLBOBRICK B-5806 36"PROVIDE REQ'D BLOCKING 06HANDICAP GRAB BARWALLBOBRICK B-5806 42"PROVIDE REQ'D BLOCKING 07MIRRORWALLTEMPERED CLEAR MIRROR, POLISHED EDGES, 1/4" THICK, FULL HEIGHT (COUNTER TO CEILING) PROVIDE REQ'D BLOCKING, SEE MIR-12 ON FINISH SCHEDULE 08FAUCETLAVATORYDELTA PIVOTAL, SINGLE HANDLE DECK MOUNT BATHROOM FAUCET, 599-SSMPU-DST; FINISH: STAINLESS; 0.5 GPM (FOR 0.5 GPM PROVIDE AERATOR) 09TOILETFLOORTOTO Nexus Two-Piece Toilet, 1.28 GPF, Elongated Bowl: COLOR: COTTONPROVIDE REQ'D BLOCKING, NOTE: FLUSH VALVE MUST BE INSTALLED AT OPEN SIDE OF FIXTURE (NOT NEXT TO WALL); PROVIDE MATCHING SEAT AND COVER 10ROBE HOOKWALLDELTA, VERO BATH COLECTION, DOUBLE ROBE HOOK, 77736-SS, BRILLIANCE STAINLESS PROVIDE REQ'D BLOCKING 11TISSUE HOLDERWALLDELTA, VERO BATH COLECTION, 77736-SS, BRILLIANCE STAINLESSPROVIDE REQ'D BLOCKING 12SURFACE-MOUNTED SEAT-COVER DISPENSER WALL, RECESSED BOBRICK B-221; ClassicSeriesPROVIDE REQ'D BLOCKING TYP. BATHROOM PLUMBING FIXTURE SCHEDULE TYPICAL NOTE FOR SHELVING: PROVIDE CONCELED FASTEN METHOD AND BLOCKING/IN WALL SUPPORT FOR PROPER SUPPORT. ALL EXPOSED SURFACES TO BE FINISHED. MITER CORNERS, TYP. GENERAL NOTE: ALL PLUMBING FIXTURES AND APPLIANCES TO BE ADA-COMPLAINT 6" = 1'-0" 6 PLAN DETAIL @ VANITY COVE LIGHT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 1 1 1 ALIGN ALIGN ALIGN ALIGN ALIGN 1ST FLOOR 394.54' 2ND FLOOR 406.54' 1ST FLOOR 394.54' 2ND FLOOR 406.54' USPS APPROVED MAILBOXES RE: FINISH SCHEDULE, TYP. NOTE: CONTACT OWNER AND CONFIRM SIZE AND TYPE OF MAILBOXES PRIOR TO CONSTRUCTION. MTL. FLANGE/TRIM TO MATCH MAILBOX FINISH, TYP. PAINTED 3/4" MOISTURE RESISTANT MDF (AREAS BELOW MAILBOXES, TYP.) PAINTED GWB (AREAS ABOVE MAILBOXES, TYP.) TYPICAL ALIGNMENTS SHOWN BUTT JOINT, TYP. TYPICAL ALIGNMENTS SHOWN MTL. FLANGE/TRIM TO MATCH MAILBOX FINISH, TYP. MB-10 4'-5 1/4" +/- (VERIFY W/ MAILBOX SPEC) 31 9/16" ACTUAL SIZE 54" MAX. 3'-2 5/8" +/- (VERIFY W/ MAILBOX SPEC) 36"-48" MAX. 1'-3" 15" MIN. (PARCEL) PT-12 PT-11 PT-12 PT-11A CONFIRM W/ ID PRIOR TO INSTALLATION 1'-2" 8'-2"10" 6" WB-11 1ST FLOOR 394.54' 2ND FLOOR 406.54' 1ST FLOOR 394.54' 2ND FLOOR 406.54' FRAMING & PLYWOOD AS REQUIRED FOR MAILBOX SUPPORT, TYP. PAINTED 3/4" MOISTURE RESISTANT MDF (AREAS BELOW MAILBOXES, TYP.) 3'-4 3/4" R.O. HEIGHT ACTUAL SIZE (VERIFY W/ MAILBOX SPEC) SHIM AND LEVEL AS REQ'D, TYP.P. SPECIFIED CONTINUOUS SURFACE MOUNT LIGHT FIXTURE, ENTIRE LENGTH (V.I.F.), SECURILY ATTACHED (CONCEALED FASTEN METHOD; PROVIDE END CAPS); ALL WIRES TO BE CONCEALED - TYP. R.O. DEPTH 39 7/8 MIN. - 40 1/8" MAX. 1'-5" 4" PT-11 PT-11A PTD. GWB; TYP. FINISH: WHITE FOR BEST LIGHT REFLECTION PTD. GWB; TYP. PT-12 8'-2" (VERIFY W/ MAILBOX SPEC) L14.1 L14.2 SCHEDULED PARTITION 4 5/8"4 '-4 7/8" SCHEDULED PARTITION 4 1/8"5 '-5 1/8"1 '-5" RE: ID401 5'-9 1/4" 4 1/2". . V.I.F. 1"+/1'-5" 2'-1" 1'-5" PARTITION SCHEDULED 1'-5" 8" 3/4"R E: PLAN 4'-4 7/8" 3/4" . 2'-7 9/16" ACTUAL SIZE 2'-7 9/16" ACTUAL SIZE 2'-6 5/16" R.O. .2' -6 5/16" R.O. 4" 1'-5" 4" 4" 4" 4" 1'-5" 4" 4"4 " ST-15 OPENING IN STONE FOR TRASH (TRASH BINS PART OF FF&E) TYPICAL NOTE: ALL EXPOSED SURFACES TO BE FINISHED/POLISHED MITER CORNERS, TYP. MITER CORNERS, TYP. MB-10 MB-10 ALL INSIDE CORNERS/ ENDS TO BE METAL TO MATCH FINISH OF MAILBOX FINISH, TYP. - ALIGNED AT TOP AND BOTTOM W/ ADJACENT MAILBOXES 8" RE: PLAN 5'-8 1/2" EQ, TYP. EQ, TYP. ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATE DESCRIPTION 1" = 1'-0" INTERIOR DETAILS MAIL ROOM ID700 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1" = 1'-0" 1 MAILROOM - TYP. MAILBOX ELEVATION 1" = 1'-0" 2 MAILROOM - TYP. MAILBOX SECTION 1" = 1'-0" 3 MAILROOM - PLAN DETAIL 12.23.2020 PERMIT SET 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET NOTES ADJUSTED AS REQUIRED FOR CLARIFICATION. 1 ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGNALIGN ALIGN 3 ID701 4 ID701 RE: PLAN EQ 2'-1" 4" RE: PLAN 6'-6 3/4"+/RE: PLAN 1'-11 1/2"+/- 2'-1" 2" 1'-4" 8" 8" UP-10UP-10 UP-10 ST-15 TYP. ST-15 TYP. 1'-6" 4" 4" 4" FOR FLOORING SEE ID401_F STONE VEINS DIRECTION, TYP. PL-10 PL-10 PL-10 4" V.I.F. 1'-6 1/2" +/LINE OF SILL BELOW, COVERED BY ST-15, TYP. T-10 PL-10 2" 1'-4" 4" SEATING W/ FABRIC WRAPPED ONTO 1 1/4" OZ. DACRON ADHERED TO 1" MEDIUM DENSITY FOAM & HIGH DENSITY FOAM ON MDF. ALL ELEVATIONS EXPOSED TO VIEW TO BE FINISHED, TYP. - SECURILY ATTACHED TO BENCH (CONCEALED FASTEN METHOD) UP-10 2x6 WD PLATES AND STUDS TYP., U.N.O. SEE ARCH. DWGS 8/A504 (SIM.) PL-10 AL3 - CONTINUOUS LINEAR LIGHT FIXTURE AS SCHEDULED, TYP. LOCATED TIGHT TO INSIDE CORNER; SECURILY ATTACHED (CONCEALED FASTEN METHOD; PROVIDE END CAPS); ALL WIRES TO BE CONCEALED - TYP. 3/4" STONE ADHERED TO SUBSTRATE (CEMENT BACKER BOARD), MITER JOINT AT CORNERS; TYP. CONTINUOUS MTL. BASE ON MOISTURE RESISTANT MDF CONCEALED FASTEN METHOD; TYP. FINISHED/POLISHED FACE; TYP. AT ALL SURFACES EXPOSED TO VIEW USE FULL SIZE SLABS, NO JOINTS EXTEND FLOORING TO END OF RECESS, TYP. FOR CLEAN EDGE CONDITION TYP. 1/2" ST-15 B-10 SEALANT TYP. TO MATCH ST-15 2" 1'-4" TYP. 2" RE: 8/A504 3/4" RE: 8/A504 1'-6 1/2" V.I.F. B-11 TYP. 2" 1ST FLOOR 394.54' 1ST FLOOR 394.54' 3/4" STONE ADHERED TO SUBSTRATE (CEMENT BACKER BOARD); SECURED TO FLOOR AND WALL, MITER JOINT AT CORNERS; TYP. CONTINUOUS MTL. BASE ON MOISTURE RESISTANT MDF CONCEALED FASTEN METHOD; TYP. FINISHED/POLISHED FACE; TYP. AT ALL SURFACES EXPOSED TO VIEW USE FULL SIZE SLABS, NO JOINTS EXTEND FLOORING TO END OF RECESS, TYP. FOR CLEAN EDGE CONDITION TYP.PL-10 B-11 4" V.I.F. 1'-6 1/2" +/- 4" FLEXIBLE SEALANT AT BASE TO MATCH COLOR OF PL-10; TYP. T-10 TYP. SEE ARCH. DWGS 8/A504 (SIM.) SEALANT TYP. TO MATCH ST-15 ST-15 3/4" STONE; SECURILY ADHERED TO SUBSTRATE (SILL) - TYP. RE: 8/A504 3/4" T.O. PLANTER ALIGN W/ TOP OF WINDOW MULLION RE: 8/A504 1'-6 1/2" V.I.F. TYP. 2" 1/2" V .I.F. 1'-9 3/8" +/ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATE DESCRIPTION 1 1/2" = 1'-0" INTERIOR DETAILS LOBBY ID701 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1 3D VIEW SEATING LOBBY 3D VIEW IS FOR ILLUSTRATION ONLY AND SHALL NOT BE USED FOR CONSTRUCTION. 1 1/2" = 1'-0" 5 SEATING AT WINDOW BAY - PLAN DETAIL 1 1/2" = 1'-0" 3 SEATING AT WINDOW BAY - TYP. SECTION DETAIL 1 1/2" = 1'-0" 4 PLANTER AT WINDOW BAY - TYP. SECTION DETAIL 1 ADJUSTED PER ARCH. BACKGROUND CHANGES. 1 12.23.2020 PERMIT SET 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGNALIGN ALIGN 3 ID702 4 ID702 8" 3/4" 1'-8" 3/4" 3/4" 5'-8" 3/4" 3/4" 1'-8" 3/4" 2'-1" 4 1/4" 3/4" 4'-2" 2'-2" LOWER PORTION GENERAL NOTES: - PROVIDE MATTE BLACK INTERIOR FOR ALL CABINETS - ALL OUTLETS/DATA TO BE MATTE BLACK - ALL EXPOSED SURFACES TO VIEW TO BE FINISHED FOR FLOORING SEE ID401_F MONITOR W/ KEYBOARD AND MOUSE PROVIDED BY OWNER (1) DESK PHONE PROVIDED BY OWNER TYPICAL NOTE FOR FRONT DESK: PRIOR TO INSTALLATION, CONFIRM ALL POWER, DATA AND EQUIPMENT REQUIRED FOR THIS STATION WITH OWNER AND BUILDING MANAGEMENT SEE ALSO ELEC. & AV-DWGS. ALL LOCATIONS AND FINISHES TO BE CONFIRMED W/ID. PROVIDE LOCK ON EACH CABINET AS PER OWNER ADVICE, SATIN STAINLESS STEEL FINISH, TYP. - CONFIRM FINAL LOCATION W/ INTERIOR DESIGNER/OWNER CONFIRM LOCATION OF CONTROL FOR SECURED DOOR INSIDE THE VESTIBULE PRIOR TO INSTALLATION. MOCKETT BRV1; FINISH: MATTE BLACK DRAWER ON SIDE MOUNTED FULL SOFT-CLOSING EXTENSION GLIDES, TYP. THIS IS ALSO STONE JOINT/ SEAM LINE MITER CORNERS, TYP. 10"1'-4" 2 1/2"1'-8"3/4"1'-8"3/4"6" 8" 1'-10 1/4" 5'-8" 1'-10 1/4" 10"10" STONE VEINS DIRECTION, TYP. 1'-2" 2" 5" 2" 5" 2" 5" 2" 5" 2" 5" 2" 5" 2" 5" 2" 5" 2" 5" 2" 5" 2" 5" 2" 5" 2" 5" 2" 5" 2" 5" 2" 5" 2" 12'-8 1/2"+/6" ST-15 MTL-11 MTL-10 WD-10 TYP. TYP. TYP. TYP. MITER CORNERS, TYP. 8" 4" MTL-10 3" 3" 10'-0 1/2" 1ST FLOOR 394.54' 1ST FLOOR 394.54' 4 ID702 TYPICAL NOTE FOR FRONT DESK: PRIOR TO INSTALLATION, CONFIRM ALL POWER, DATA AND EQUIPMENT REQUIRED FOR THIS STATION WITH OWNER AND BUILDING MANAGEMENT - SEE AV-DWGS. ALL LOCATIONS TO BE CONFIRMED W/ID. (AS EXAMPLE, COORDINATE POWER OUTLETS - COLOR TO MATCH ADJACENT FINISH; PROVIDE GROMMET HOLES TO ACCOMMODATE ELEC. CORDS). PROVIDE GROMMETS FOR WIRING, TYP.: (3) MOCKETT BRV1; FINISH: MATTE BLACK, INSTALL PER MANUF. RECOMMENDATION PROVIDE LOCK ON EACH CABINET AS PER OWNER ADVICE, SATIN STAINLESS STEEL FINISH, TYP. - CONFIRM FINAL LOCATION W/ INTERIOR DESIGNER/OWNER. 1'-6" 10" 10" 2"1'-8 3/4"5 3/4" 1 1/2" 4"9"1" MAX. 2'-10" 2"10"2'-8" MAX. 2'-10"10" DRAWER ON SIDE MOUNTED FULL SOFT-CLOSING EXTENSION GLIDES, TYP. STONE VEINS DIRECTION, TYP. ST-15 TYP. MITER CORNERS, TYP. RES-10 MTL-11 OPEN MW-10 MW-10 MW-10 MW-10 MW-10 MW-10 MW-10 1" 7" 10" 2 FOURPLEX OUTLETS, MATTE BLACK FINISH PT-18 PAINTED MOISTURE RESISTANT MDF ST-15 TYP. ST-15 TYP. MW-10 FILLER MW-10 FILLER 2" 2" 2" PUL-10 TYP. TYP. CONTINUOUS EQEQ EQEQEQEQ CONTINUOUS 4 PORT DATA QUAD, COVER PLATE TO MATCH TYPE AND FINISH OF ADJACENT RECEPTACLE 2" 1 B-10 TYP. 3'-8" 1ST FLOOR 394.54' 1ST FLOOR 394.54' ST-15 TYP. 4" 1 1/2" 2'-2 1/2" 2" OPENMONITOR PROVIDED BY OWNER 8" 2" VENTILATION SLOTS (FULLY FINISHED), TYPICAL ON THIS ELEVATION ONLY 2" DIA. WIRE HOLE (FULLY FINISHED) 3" 1/2" 1" 1/2" 1" 1/2" 1/2" 1" 1/2" 1" 1/2" 2" 3" EQ MTL-11 TYP. 1" 9" 1'-9" 1" 10" 2" B-10 2" TYP. EQ 5 3/4" SECURED TO SUBSTRATE; MITER CORNERS; CONTINUOUS, TYP. SECURED TO TOP AND BOTTOM; CONCEALED FASTEN METHOD RES-10 MAX. 2'-10" AL4 MTL-10 TYPICAL NOTE: USE CONCEALED FASTEN METHOD FOR ENTIRE MILLWORK/SHELF; SECURILY ATTACHED TO SUBSTRATE. IRONWORKS WEST END 1'-2" PT-12 PT-12 9"3 5/8" CENTURY GOTHIC FONT 1/2" THICK LASER CUT ALUMINUM, FINISH: MATTE BLACK; CONCEALED FASTEN METHOD REVIEW WITH OWNER/ID PRIOR TO PRODUCTION/ INSTALLTION CENTURY GOTHIC FONT 1/2" THICK LASER CUT FINISH: WEATHERING STEEL (CORTEN), CONCEALED FASTEN METHOD REVIEW WITH OWNER/ID PRIOR TO PRODUCTION/ INSTALLTION SPECIFIED CONTINUOUS SURFACE MOUNT LIGHT FIXTURE, ENTIRE LENGTH - KEEP 1" SHORT AT EACH END; SECURILY ATTACHED (CONCEALED FASTEN METHOD; PROVIDE END CAPS); ALL WIRES DO BE CONCEALED 1" ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATE DESCRIPTION As indicated INTERIOR DETAILS CONCIERGE ID702 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT1" = 1'-0" 1 CONCIERGE DESK - PLAN DETAIL 1" = 1'-0" 3 CONCIERGE DESK - ELEVATION LOOKING SOUTH 1" = 1'-0" 4 CONCIERGE DESK - SECTION 1 1/2" = 1'-0" 2 LOBBY ELEVATION - SIGNAGE (SG-10) 1 12.23.2020 PERMIT SET 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET ALIGN ALIGN ALIGNALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGNALIGN 5 ID703 6 ID703 4 ID703 2" 4" 2" 4" 2" 4" 2" 4" 2" 4" 2" 4" 2" 4" 2" 3'-8" 6" 12'-3" 6" 3'-8" 6'-10 5/8"+/- 8" 10" 6" 6" 6" 6" 6" 6" 2" 2'-3" 2" 2'-3" 2" 2'-3" 2" 2'-3" 2" 2'-3" 2" 12'-3" ST-12 MW-13 MW-13 MW-13 MW-13 MW-13 CONTINIOUS TYPICAL NOTE FOR SHELVES: ALL EXPOSED SURFACES TO BE FINISHED. FOR FLOORING SEE ID401_F TYPICAL NOTE: USE CONCEALED FASTEN METHOD FOR ENTIRE MILLWORK; SECURILY ATTACHED TO SUBSTRATE. EQEQ 12'-3" 1'-6" ST-12 CONTINIOUS TYP. TYP. WOOD SLATS (TRUE DIMENSION SHOWN) SECURILY ATTACHED TO TABLE AND FLOOR; PROVIDE ADEQUATE STRUCTURE; CONCEALED FASTEN METHOD 2" 2'-3" 2" 2'-3" 2" 2'-3" 2" 2'-3" 2" 2'-3" 2" 3'-6"2"2'-8"10"2'-10" 10'-0" 3'-8" MAX. 2'-10" 1'-10"10"3'-8" 3'-6"10"2'-0" 2'-8"10"2'-10" 1'-10"10"10"10"2'-0" 4 ID703 PT-15 WB-10 PT-15 PT-15 PT-15 PT-15 PT-15 PT-15 PT-15 PT-15 PT-15 PT-15 MW-13 MW-13 MW-13 MW-13MW-13 WC-10 ST-12 PT-15A 1'-6" PT-15A PT-15A PT-15A PT-15A PT-30PT-30 6" AL4 AL4 AL4 AL4 AL4 AL4 AL4 AL4 AL4 AL4 AL4 AL4 PT-13 ST-12 2" 2" LVT-11 SCHEDULED DUPLEX (2 OUTLETS) - BLACK MATTE FINISH; TYP. TYPICAL NOTE FOR AL4s: SPECIFIED CONTINUOUS SURFACE MOUNT LIGHT FIXTURE, ENTIRE LENGTH, SECURILY ATTACHED (CONCEALED FASTEN METHOD; PROVIDE END CAPS); ALL WIRES DO BE CONCEALED TYPICAL NOTE: WOOD SLATS (TRUE DIMENSION SHOWN) SECURILY ATTACHED TO CEILING AND WALL; PROVIDE ADEQUATE STRUCTURE; CONCEALED FASTEN METHOD TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. 6" WD-11 4 ID703 6" 2" 2'-3" 2" 2'-3" 2" 2'-3" 2" 2'-3" 2" 2'-3" 2" 6" 10'-0" 6" MAX. 2'-10" 1'-8"9 1/4" 3/4" 4" LVT-11 AP2AP2AP2 TYPICAL NOTE AT RAISED COUNTER & WATERFALLS: PROVIDE 2" X"5 HSS STRUCTURAL SUPPORT FRAME; SECURELY ATTACHED TO FLOOR, FULLY CONCEALED - SEE STRUCTURAL DWGS, TYP. SCHEDULED DUPLEX (2 OUTLETS) - BLACK MATTE FINISH; CONCEALED WIRES, TYP. PUL-16 PTD. MOISTURE RESISTANT MDF WD-11WD-11 ST-12 ST-12 WD-11 PT-15APT-15A PT-15A PT-15A PT-15A PT-30PT-30 EQEQ 3/4" 4" 3'-0" 3/4" 4" 6"6" 4" 3/4" 3'-0" PT-15 10 3/4" EQ 2'-0" EQ 10 3/4" EQ EQ 8"8" PUL-16PUL-16 MITER CORNERS, TYP. TYPICAL NOTE: ALL EXPOSED SURFACES TO BE FINISHED. TYPICAL NOTE: ELEVATION LOOKING EAST IS SIMILAR. PROVIDE SAME AMOUNT OF OUTLETS AND DOUBLE ROBE HOOKS. TYPICAL NOTE: WOOD SLATS (TRUE DIMENSION SHOWN) SECURILY ATTACHED TO CEILING; PROVIDE ADEQUATE STRUCTURE; CONCEALED FASTEN METHOD RE: PLAN - V.I.F. TYP. TYP. TYP. TYP. TYP. TYP. 5 ID703 6 ID703 2'-10" 10" 6'-4" 6" 2'-4" 3/4" 8 1/2" 3/4" 2'-8" 3'-8" 6" 6'-8" MAX. 2'-10" 2" 1'-5" 6" 1'-5" 2" 10" 1'-8" 2" 4" 2" 4" 2" 4" 2" 4" 2" 4" 2" 4" 2" 4" 2" 3'-8" RE: PLAN 7'-10 5/8"+/- 6" AP2 ST-12 TYP.PT-15 ST-12 PTD. MOISTURE RESISTANT MDF WD-11 WD-11 PT-30PT-30 LVT-11 PT-15A MW-13 TYPICAL NOTE: ALL EXPOSED SURFACES TO BE FINISHED. AL4 AL4 4" 6" TYPICAL NOTE: MITER CORNERS TYPICAL NOTE: FILL W/ WOOD BLOCK (SAME FINISH, FLUSH) TO PROVIDE SUPPORT FOR LIGHT FIXTURE CANOPY, TYP TYPICAL NOTE: USE CONCEALED FASTEN METHOD FOR ENTIRE MILLWORK/SHELVES; SECURILY ATTACHED TO SUBSTRATE 1'-6" MITER CORNERS, TYP. TYP. TYP. TYP. TYP. TYP. TYPICAL NOTE: TABLE ELEVATION LOOKING SOUTH IS SIMILAR. TYP. ID703 3 TYP. MTL-14 3/4" STONE ADHERED TO SUBSTRATE ; MITER JOINT AT CORNERS; TYP. 2" 1'-6" FINISHED/ POLISHED FACE TYP. AT ALL SURFACES EXPOSED TO VIEW TYPICAL NOTE: COUNTERTOP HELD BY 3/8"X18 7/8" (V.I.F.) STL PLATE WELDED TO 3/8"X12" STL PLATE ANCHORED TO CMU WALL; USE FULL LENGTH OF SLABS, POSSIBLE BUTT JOINTS TO BE CONFIRMED PRIOR TO FABRICATION, TYP. ST-12TYP. MTL-14: PREFINISHED, TO MATCH PT-15; TYP. GENERAL NOTE: ALL EXPOSED SURFACES TO VIEW TO BE FINISHED. PAINTED, TO MATCH PT-15; TYP. SEE STRUCT. DWGS 1'-0" 1/2" DIA. THREADED ROD EPOXIED INTO FULLY GROUTED CMU W/ SIMPSON AT-XP EPOXY. ANCHOR SHALL HAVE 4 1/2" EMBEDMENT AND SHALL BE PLACED 4'-0" O.C. 4" 4" 1'-6 7/8" FULLY GROUTED CMU FULL PENETRATION GROOVE WELD; TYP. PAINTED, TO MATCH PT-15; TYP. ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATE DESCRIPTION As indicated INTERIOR DETAILS LOUNGE ID703 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 2 3D VIEW LOUNGE - LOOKING AT WORK STATION 3/4" = 1'-0" 1 WORK STATION - PLAN DETAIL 3/4" = 1'-0" 5 WORK STATION - LOOKING EAST 3/4" = 1'-0" 6 WORK STATION - LOOKING WEST 3/4" = 1'-0" 4 WORK STATION - SECTION LOOKING NORTH 3D VIEW IS FOR ILLUSTRATION ONLY AND SHALL NOT BE USED FOR CONSTRUCTION. 3" = 1'-0" 3 WORK STATION - TYP. SECTION DETAIL 12.23.2020 PERMIT SET 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET ALIGN ALIGN ALIGNALIGN ALIGNALIGN MIN. 2'-3" PF-10 PF-11 PF-12 1'-2 1/4" 3'-11 3/4" MAX. 2'-10" TV MEL-14 WB-10 PT-30 ST-14 MTL-15 WT-13 PUL-12 TYP.; U.N.O. AP-10 MEL-14 PT-15 AD3 AD3 AD3 AD3 3/4" 1'-11 5/8" 3/4" 2'-7 1/2" 2'-7 1/2" 3/4" 3'-0 3/4" 3/4" 2'-0" 3/4" 3/4" 1'-11 5/8" 3/4" 4 5/8" 4 5/8" 3/4" 1'-11 5/8" 3/4" 2'-7 1/2" 2'-7 1/2" 2'-7 1/2" 2'-7 1/2" 3/4" 1'-11 5/8" 3/4" 4 5/8" 2'-9 1/4"4'-0 1/2"1'-2 1/4" EQ EQ TOE KICK, MADE OF ALUMINUM, STEEL FINISH - CONTINUOUS, TYP. MEL-14MEL-14MEL-14 AL4 6" GENERAL NOTES: - PROVIDE MATTE BLACK INTERIOR FOR ALL CABINETS - ALL RECEPTACLES/SWITCHES TO BE MATTE BLACK - ALL EXPOSED SURFACES TO VIEW TO BE FINISHED OPEN SHELF, CONCEALED FASTEN METHOD, TYP. OPEN SHELF, CONCEALED FASTEN METHOD, TYP. OPEN SHELF, CONCEALED FASTEN METHOD, TYP. OPEN SHELF, CONCEALED FASTEN METHOD, TYP. SPECIFIED RECESSED PUCK LIGHT FIXTURE - CONCEALED WIRES, TYP. OPEN TOE KICK, MADE OF ALUMINUM, STEEL FINISH - CONTINUOUS, TYP. CONFIRM FINAL LOCATION W/ ID PRIOR TO INSTALLATION, ALL CONTROLS TO BE IN WITHIN REACH RANGE, NO EXPOSED CABLES/OUTLETS ETC. PROVIDE REQUIRED KNEE CLEARANCE - SEE SKIRT DETAIL 2/ID706 FOR DIMENSIONAL REQUIREMENTS PROVIDE INTEGRATED SAME COLOR HANDLE PROVIDE INTEGRATED SAME COLOR HANDLE 3/4" PANEL; ALL EXPOSED FACES FINISHED, TYP. MEL-14 MEL-14 MEL-14 MEL-14 MEL-14 MEL-14 FULL HEIGHT 3/4" PANEL; ALL EXPOSED FACES FINISHED, TYP. FULL HEIGHT 3/4" PANEL; ALL EXPOSED FACES FINISHED, TYP. 1'-11 3/4"1'-0"1'-0" SPECIFIED CONTINUOUS SURFACE MOUNT LIGHT FIXTURE, ENTIRE LENGTH, SECURILY ATTACHED (CONCEALED FASTEN METHOD; PROVIDE END CAPS); ALL WIRES DO BE CONCEALED FOR UPPER CABINETS PROVIDE STOP/ HARDWARE SO THEY CAN BE OPERATED/CLOSED BY STANDING PERSON, TYP. PANEL READY 1 FIXED SHELF & 4 MOVABLE SLELVES (STANDARD) BASE UNIT WITH DRAWERS, TYP.: 2 DEEP DRAWERS; TYP. PROVIDE ALL REQUIRED HARDWARE PER MANUF.RECOMMENDATION. DUPLEX RECEPTACLE ON EACH END PROVIDE RECEPTACLE DEVICE BOX IN THE CABINET, PUT CABLE TO BOX IN CONDUIT TO MATCH ADJACENT FINISH CONTINUOUS MEL-14 MEL-14 START TILING HERE 3 ID704 TYP. TYP. TYP. RECESSED REPLACING GWB IN THIS LOCATION ONLY WB-10TYP. RECESSED REPLACING GWB IN THIS LOCATION ONLY 8'-0"1'-0"1'-0" V.I.F. 5'-3" TYP. TYP. TYP. PT-15 TYP.PT-15 TYP. TYP. GRAIN DIRECTION EQ EQ EQ EQEQ2 EQ2 COORDINATE DATA/PWR DROP LOCATION IN THE BACK OF THIS UPPER CABINET 1ST FLOOR 394.54' 1ST FLOOR 394.54' 1'-0" 1'-0" 1'-2 1/4" 3'-11 3/4" MAX. 2'-10" 10'-0" SCHEDULED RECEPTACLE - FINISH MATTE BLACK; TYP. FOR ELEVATION ON THE NORTH END (AS SHOWN) AND SOUTH END (NOT SHOWN) AD3 AL4 ST-14 PT-30 MEL-14 TYP. SCHEDULED MILLWORK: BASE UNIT WITH DRAWERS: 2 DEEP DRAWERS; TYP. FULL HEIGHT 3/4" PANEL; ALL EXPOSED FACES FINISHED, TYP. TYP. SPECIFIED RECESSED PUCK LIGHT FIXTURE CONCEALED WIRES, TYP.; (FINISH: BRUSHED NICKEL ) PROVIDE RECEPTACLE DEVICE BOX IN THE CABINET, PUT CABLE TO BOX IN CONDUIT TO MATCH ADJACENT FINISH. CONTINUOUS LINEAR LIGHT FIXTURE AS SCHEDULED ENTIRE LENGTH (V.I.F.); SECURILY ATTACHED (CONCEALED FASTEN METHOD; PROVIDE END CAPS); ALL WIRES TO BE CONCEALED - SEE RCP PT-15 ST-14 TYP. TYPICAL NOTE AT RAISED COUNTER: PROVIDE 3.5X3.5 HSS STRUCTURAL SUPPORT FRAME; SECURELY ATTACHED TO FLOOR, FULLY CONCEALED - SEE STRUCTURAL DWGS, TYP. 6" MAX. 2'-10" 5 5/8"EQ EQEQ 4 1/2" SCHEDULED CONTINUOUS MUD-IN SLOT DIFFUSER ; FACING DOWN; FULL LENGTH FOR CLEAN SEPARATION OF PAINT COLORS EQEQ 1'-0" 8" 8" MITER CORNERS, TYP. TYPICAL NOTES: ALL EXPOSED SURFACES TO BE POLISHED (STONE)/ FINISHED (VENEER). PROVIDE CONCEALED COUNTERTOP SUPPORT, TYP. ON SUBSTRATE, SECURILY ATTACHED ST-13 TYP. TYP. TYP. 1'-1" 2'-6" 1'-0" ALP1 7/8" 7/8" MTL-15TYP. 1/8" THICK MTL. PLATE, SHARP BEND, POWDER COAT FINISH: MATTE BLACK; SELF-BRACKETING TIED IN THE BACK; COUNTERSUNK TORX SCREWS (MATCH OVERALL FINISH) RECESSED - REPLACING GWB IN THIS LOCATION ONLY MTL-14 TYP.OPEN SHELF, CONCEALED FASTEN METHOD, TYP. PT-15 . PT-30 TYP. 6'-9 3/4" 3'-4" 6" ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATE DESCRIPTION 1" = 1'-0" INTERIOR DETAILS LOUNGE -KITCHEN ID704 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1" = 1'-0" 1 KITCHEN - LOOKING WEST 2 3D VIEW LOUNGE - LOOKING AT KITCHEN 3D VIEW IS FOR ILLUSTRATION ONLY AND SHALL NOT BE USED FOR CONSTRUCTION. 1" = 1'-0" 3 KITCHEN SECTION - LOOKING NORTH 1 12.23.2020 PERMIT SET 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN 1 1/4"3/4" 11 1/4" 3/4" 11 1/4"3/4"11 1/4"3/4"11 1/4"3/4"11 1/4"3/4"11 1/4"3/4"11 1/4"3/4"11 1/4"3/4" 3/4"11 1/4"3/4"11 1/4"3/4"11 1/4"3/4"11 1/4"3/4"11 1/4"3/4"11 1/4"3/4"11 1/4"3/4"11 1/4"3/4"11 1/4"3/4"11 1/4"3/4"11 1/4" 3/4" 11'-0 3/4" 1 1/4" 8'-0 3/4" 8'-2" 2"2'-7 1/4"2" 2"1'-7 1/4"2" 2" 1'-7 1/4" 2" 2"2'-7 1/4"2" 2" 2'-7 1/4" 2" 2"1'-7 1/4"2" 3/4" 2 ID705 3 ID705 TYPICAL NOTE: USE CONCEALED FASTEN METHOD FOR ENTIRE MILLWORK; SECURILY ATTACHED TO SUBSTRATE TYPICAL NOTE: ALL EXPOSED SURFACES TO BE FINISHED. TYPICAL NOTE: USE CONCEALED FASTEN METHOD FOR ENTIRE SHELVING SYSTEM; SECURELY ATTACHED TO FLOOR AND ADJACENT WALL. MW-12 10" COLOR "A" COLOR "B" COLOR "B" ON SECURED FRAMING, TYP. MITER CORNERS, TYP. AT LARGE OPEN SHELVES 1ST FLOOR 394.54' 1ST FLOOR 394.54' 3/4" 11 1/4" 3/4" 11 1/4" 3/4" 11 1/4" 3/4" 11 1/4" 3/4" 2" 1'-7 1/4" 2" 3/4" 11 1/4" 3/4" 11 1/4" 3/4" 1 1/4" 8'-2" 1'-6" 6" 6" 3" 1'-0"3/4" 10 1/2" 3/4" 6" MW-12 ON SECURED FRAMING, TYP. 1'-0" 1ST FLOOR 394.54' 1ST FLOOR 394.54' 3/4" 11 1/4" 3/4" 2" 2'-7 1/4" 2" 3/4" 11 1/4" 3/4" 11 1/4" 3/4" 11 1/4" 3/4" 11 1/4" 3/4" 1 1/4" 1'-11 1/4" 3"3" 1'-0" 6" MILLWORK SHELVING ( ALL EXPOSED SURFACES TO BE FINISHED TYP.), FIXED, 2" TYP. (MOISTURE RESISTANT MDF) ON SECURED FRAMING, TYP. MILLWORK SHELVING ( ALL EXPOSED SURFACES TO BE FINISHED TYP.), FIXED, 3/4" TYP. (MOISTURE RESISTANT MDF) 1'-6" MW-12 PTD. GWB BEYOND 1'-0"3/4" 10 1/2" 3/4" MW-12 MW-11 LEGEND: OPEN ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATE DESCRIPTION As indicated INTERIOR DETAILS FITNESS ID705 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1" = 1'-0" 1 FITNESS CENTER SHELVES - LOOKING SOUTH - DETAIL 1" = 1'-0" 2 SECTION 1" = 1'-0" 3 SECTION_2 4 FITNESS SHELVING 3D VIEW IS FOR ILLUSTRATION ONLY AND SHALL NOT BE USED FOR CONSTRUCTION. 12.23.2020 PERMIT SET 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET ALIGN ALIGN ALIGN ALIGN 3/8" TEMPERED CLEAR GLASS PANEL W/ BEVELED POLISHED EDGES SCHEDULED SHOWER BASE PARTITION, AS SCHEDULED TR-10 PF-22 PF-23 CONTINUOUS, TYP. WT-10 11"4'-3" 3"1'-6"2'-6" EXTERIOR WALL, AS SCHEDULED 1'-0" 3/4" 2 1/4" 3'-1" SCHEDULED FLOORING QUADEC & INSIDE/OUTSIDE CORNERS TR-10 CONTINUOUS, TYP. 5 ID706 6 ID706 GL-10 WT-17 5 1/8" TYP. TYP. 3" 1ST FLOOR 394.54' 1ST FLOOR 394.54' 6 ID706 6 1/2" WT-17 THIN SET, TYP. PROVIDE ADEQUATE BLOCKING/SUPPORT, TYP. 1/2" PLYWOOD UNDERLAYMENT REINFORCED MORTAR BED 1" THICK, MIN. TYP. SCHEDULED SHOWER BASE INTEGRATED DRAIN BEYOND WT-10 WATERPROOFING MEMBRANE GLASS MAT BACKER BOARD, PER NOTE 14 OF THE PARTITION SCHEDULE SCHEDULED EXTERIOR WALL KEUCO 11515 TOWEL HOOK, CHROME-PLATED FLEXIBLE SEALANT TO MATCH COLOR OF SHOWER BASE, TYP WT-10 TYP. TR-10TYP. CONTINUOUS WT-17TYP. WT-17 THIN SET, TYP. 5/8" CEMENT BOARD, TYP. TYP. TR-10CONTINUOUS 1/2" PLYWOOD UNDERLAYMENT FLEXIBLE SEALANT TO MATCH COLOR OF SHOWER BASE, TYP. THIN SET, TYP. TYPICAL NOTE: WT-17/10 TO BE LAID OUT IN SUCH A WAY AS TO TO BALANCE THE INSTALLATION ON THE WALL & HAVE EQUAL TILE WIDTHS ON OPPOSITE EDGES OF THE FIELD. WATERPROOFING MEMBRANE, TYP. TYP. 4" 11" 3" ALL CONTROLS TO BE WITHIN ACCESSIBLE REACH RANGE (15-48" AFF) 2'-10"+/TYP. FLEXIBLE SEALANT TO MATCH COLOR OF WT-17 GROUT, TYP. 6 1/2" 1ST FLOOR 394.54' 1ST FLOOR 394.54' 5 ID706 1'-0" PF-23 PF-22 1'-8 1/4" 3/4" WT-17 THIN SET; TYP. PROVIDE ADEQUATE BLOCKING/SUPPORT, TYP. 1/2" PLYWOOD UNDERLAYMENT 5/8" CEMENT BOARD REINFORCED MORTAR BED 1" THICK, MIN. CRL BRITE ANODIZED 3/8" FIXED PANEL SHOWER DOOR DEEP UCHANNEL WET GLAZED W/ CLEAR SILICONE TO SECURE GLASS FLEXIBLE SEALANT TO MATCH COLOR OF SHOWER BASE, TYP. 3/8" TEMPERED CLEAR GLASS PANEL W/ BEVELED POLISHED EDGES KEUCO 11515 TOWEL HOOK, CHROME-PLATED, TYP. TR-10 CONTINUOUS, TYP. WT-10 WATERPROOFING MEMBRANE; TYP. SCHEDULED SHOWER BASE INTEGRATED DRAIN BEYOND WT-10 WATERPROOFING MEMBRANE TOP LAYER OF SCHEDULED PARTITION TO BE GLASS MAT BACKER BOARD, PER NOTE 14 OF THE PARTITION SCHEDULE SCHEDULED PARTITION TR-14 FLEXIBLE SEALANT TO MATCH COLOR OF SHOWER BASE, TYP. THIN SET; TYP. 5 1/8" WT-10 3'-2" 2'-10" 4" GL-10 TYP. TYP. TYP. TYP. FLEXIBLE SEALANT TO MATCH COLOR OF WT-17 GROUT, TYP. 1'-1" CONCEALED STEEL CARRIER IN THE WALL BEYOND, AS REQUIRED 11" MIN. BLOCKING, AS REQUIRED LINE OF ADA KNEE CLEARANCE REQUIREMENTS ADA FASCIA PANEL SECURILY ATTACHED TO SIDE MILLWORK PANELS (CONCEALED, TYP.) FINISHED FACE OF CABINET BEYOND PARTITION, AS SCEDULED INTEGRATED J HANDLE @ FALSE FRONT, TO MATCH ADJACENT CABINETRY 9 3/4"+/8" MIN. 3 1/2" AS SCHEDULED 9"MIN. 2'-1" MEL-12 MEL-12 3/4" 6 1/4" MIN. 2'-3" ST-11 PT-17 SPECIFIED RECESSED PUCK LIGHT FIXTURE CONCEALED WIRES, TYP.; (FINISH: BRUSHED NICKEL ) - SEE RCP CONTINUOUS SURFACE MTD. LINEAR LIGHT FIXTURE AS SCHEDULED - ENTIRE LENGTH (V.I.F.); TIGHT TO MILLWORK AND WALL; SECURILY ATTACHED (CONCEALED FASTEN METHOD; PROVIDE END CAPS); ALL WIRES TO BE CONCEALED, TYP. - SEE RCP PF-20 INSTALLED PER MANUF. RECOMMENDATION TYPICAL NOTE: USE CONCEALED FASTEN METHOD FOR ENTIRE MILLWORK; SECURILY ATTACHED TO SUBSTRATE. ALL EXPOSED SURFACES TO BE FINISHED WB-12 SCHEDULED WALL BASE MEL-12 MAX. 2'-0" MEL-12 ALL EXPOSED SURFACES TO BE FINISHED, TYP. CONTINUOUS, SECURED TO SUBSTRATE 1'-2" OPEN SHELVES EQEQ TYPICAL NOTE: USE CONCEALED FASTEN METHOD FOR ENTIRE MILLWORK; SECURILY ATTACHED TO SUBSTRATE 1'-0" PF-21 TYP. TYP. TYP. TYP. TYP. TYP. ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATE DESCRIPTION As indicated INTERIOR DETAILS PET-SPA ID706 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1 1/2" = 1'-0" 1 PET SPA SHOWER - PLAN 3" = 1'-0" 5 PET SPA SHOWER - SECTION LOOKING WEST 3" = 1'-0" 6 PET SPA SHOWER - SECTION LOOKING NORTH 1 1/2" = 1'-0" 2 PET SPA SECTION - @ ADA SKIRT 12.23.2020 PERMIT SET 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET ALIGN ALIGN ALIGN AL3 4" 2 1/8" WD-12 WT-16 PT-30 MTL-13 LVT-11 UP-11 PT-15 ST-13 FP-10 4" 3/4" 7'-0 3/4" 3/4" 2'-6" 2'-6" 4" 10" CONTINUOUS MUD-IN SLOT DIFFUSER (FACING THE SIDE) 10"2 1/8" 4" 2 1/8" 4" 10" B-12 UP-11 MTL-13 4" 4" 5'-5 1/2" RE: PLAN 6'-1 1/2" 10" 4" 4" 4" 1'-6" 3 ID707 4" 4" 4 ID707 5 ID707 CONTINUOUS TILE (NO JOINTS) RE: PLAN 7'-1 1/2"+/TYP. CONTINUOUS, NO JOINTS TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. WD-12 TYP. 4" WB-10 TYP. TR-17 TYP. TR-17 TYP. TYP. TYP. MITER CORNERS, TYP. 8" 6" 2'-1" 2'-1" 8" 1'-10" 6" 1ST FLOOR 394.54' 1ST FLOOR 394.54' SEATING W/ FABRIC WRAPPED ONTO 1 1/4" OZ. DACRON ADHERED TO 1" MEDIUM DENSITY FOAM & HIGH DENSITY FOAM ON MDF. ALL ELEVATIONS EXPOSED TO VIEW TO BE FINISHED, TYP. - SECURILY ATTACHED TO BENCH (CONCEALED FASTEN METHOD) FLOORING AS SCHEDULED; EXTEND TO BENCH SUPPORT FOR CLEAN EDGE CONDITION PROVIDE ADEQUATE SEATING AND BACK SUPPORT WT-16 4 1/2" 2" 4 1/2" 2"2'-10" 4" UP-11 2x6 WD PLATES AND STUDS TYP., U.N.O. THIN-SET MORTAR BED PER MANUF. RECOMMENDATION, TYP. 1/2" TILE BACKER BOARD, TYP. CONTINUOUS; TYP. AT EACH CORNER 4" 4" 1'-2" 8" 1'-4" TR-17 WT-16 CONTINUOUS; NO SEAMS - TYP. FLEXIBLE SEALANT TO MATCH COLOR OF WT-16, TYP. WHERE WT-16 MEETS ANOTHER MATERIAL. CONTINUOUS; NO SEAMS - TYP. 4 1/2" 2 1/8"4" FRAMING, AS REQUIRED, TYP. CORNER BEAD PT-15 1 5/8" 1/2" PT-30 PTD. GWB, SEE INTERIOR ELEVATIONS SEE RCP PTD. GWB, TYP. STUD, FASTENED THROUGH FLANGE TO CLG FRAMING W/ 3/8" GWB ON TOP WD-12 FRAMING, AS REQUIRED CONTINUOUS LINEAR MUD-IN SLOT DIFFUSER, MUD UP TO FLANGE - COORDINATE LENGTHS W/ RCPS PER MECH. DRAWINGS PT-15 PTD. GWB MTL-13 TYP. CRISP/ MITER CORNERS, TYP. SECURILY ATTACHED TO SUBSTRATES, CONCEALED FASTEN METHOD; TYP. SEE RCP 1ST FLOOR 394.54' 1ST FLOOR 394.54' PROVIDE ADEQUATE FRAMING/SUPPORT FOR FIREPLACE TABLE; TYP. 3/4" STONE ADHERED TO SUBSTRATE (CEMENT BACKER BOARD), MITER JOINT AT CORNERS; TYP. CONTINUOUS MTL. BASE ON MOISTURE RESISTANT MDF CONCEALED FASTEN METHOD; TYP. FINISHED/POLISHED FACE; TYP. AT ALL SURFACES EXPOSED TO VIEW B-12 CONTINUOUS LINEAR LIGHT FIXTURE AS SCHEDULED, TYP. LOCATED TIGHT TO INSIDE CORNER; SECURILY ATTACHED TO THE UNDERSIDE OF FLOATING STONETABLE (CONCEALED FASTEN METHOD; PROVIDE END CAPS); ALL WIRES TO BE CONCEALED TYP. FOR NORTH, EAST AND WEST ELEVATION WT-16 4"4" 4" 10" 2'-6" TYP. TYP. TR-17 EXTEND FLOORING BELOW BASE, TYP. EXTEND TO TABLE SUPPORT FOR CLEAN EDGE CONDITION ST-13TYP. USE FULL SIZE SLABS, NO JOINTS AL3AL3 EQ EQ 4" 4" RE: PLAN FLEXIBLE SEALANT TO MATCH COLOR OF WT-16 QUADEC & INSIDE/OUTSIDE CORNERS, TYP. 1'-6" ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATE DESCRIPTION As indicated INTERIOR DETAILS FIRE-PLACE ID707 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1 3D VIEW FIRE PLACE 3D VIEW IS FOR ILLUSTRATION ONLY AND SHALL NOT BE USED FOR CONSTRUCTION. 1 1/2" = 1'-0" 2 LOUNGE FIREPLACE - LOOKING WEST - DETAIL 1 1/2" = 1'-0" 3 LOUNGE FP SEATING SECTION - LOOKING SOUTH 3" = 1'-0" 4 LOUNGE FIREPLACE - TYP. COVE DETAIL 3" = 1'-0" 5 LOUNGE FIREPLACE - TABLE DETAIL ELEVATION ON OPPOSITE SIDE SIMILAR 111 1 1 1 12.23.2020 PERMIT SET 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET ALIGN ALIGN ALIGN ALIGN SCHEDULED PARTITION SCHEDULED PARTITION SCHEDULED PARTITION 1/2" CEMENT BACKER BOARD 1/2" THIN BRICK AS SCHEDULED BR-10 SCHEDULED HANDRAIL T-10 BELOW 1'-0" 3 5/8" 3/8" 7 5/8" 3/8" 1 1/4" T-10 BELOW 1 1/4" 1/4" MORTAR (THIN SET), PER MANUFACTURER RECOMMENDATION 3/8" 7 5/8" R-10 RE: INTERIOR ELEVATIONS FOR TILING START POINT 1 1/2" PROVIDE CONTINUOUS CAULK JOINT, COLOR TO MATCH GROUT COLOR 1 1/2" 1 1/4" START RAMP, SEE ARCH. DWGS FOR LOCATION 1'-0" RE: ELEVATION 1/2" THIN BRICK CORNER AS SCHEDULED BR-10 GROUT JOINTS, TYP. COLOR TO MATCH EXTERIOR GROUT USED WITH SAME BRICK FINISH END CAP - TYP. CONTINUOUS MATTE BLACK TRIM 2" PAINTED 1/2" GWB, AS SCHEDULED, U.N.O CLEAN, CRISP, STRAIGHT EDGES TYP. IN ALL ACCENT AREAS SEE ARCHITECTURAL SECTION DETAILS SCHEDULED LIGHT FIXTURE CLC (LIGHT SOURCE FACING THE OPEN END), SECURILY ATTACHED - TYP. PRIMED AS REQUIRED AND PAINTED TO MATCH ADJACENT CEILING FINISH, U.N.O. V.I.F. COORDINATE ALIGNMENTS OF CEILING, WALL AND FLOORING W/ ASSOCIATED RCPs, ELEVATIONS AND FINISH FLOORING LAYOUTS, TYP. PAINTED GWB, AS SCHEDULED CONTINUOUS SOLID WOODEN PIECE (RUNNING THE FULL LENGTH OF EXTRUSION), SMOOTH SURFACE - PAINTED, TO MATCH ADJACENT WALL FINISH (PT-22) SCHEDULED DWAR-CLP-SLV METAL CLIP, SECURILY ATTACHED TO UNDERSIDE OF SOLID WOODEN PIECE, TYP. U.N.O. PT-22PT-20 U.N.O. PT-22 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATE DESCRIPTION As indicated INTERIOR DETAILS -TYP. DETAILS ID708 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 3" = 1'-0" 1 PLAN DETAIL - BRICK CORNER 3" = 1'-0" 2 TYP. TILE PATTERN - PET SPA TYPICAL/ RANDOM PATTERN 1 6" = 1'-0" 3 TYP. CORRIDOR COVE DETAIL 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET ALIGN ALIGNALIGN ALIGN 2ND FLOOR 406.54' 3RD FLOOR 416.54' 2ND FLOOR 406.54' 3RD FLOOR 416.54' 4 ID710 2 ID710 WB-20 WC-21PT-20 PT-20 CONTINUOUS, FULL HEIGHT CRISP, STRAIGHT EDGE; TYP. SCHEDULED LIGHT FIXTURE 1/32'' RAISED GRADE II BRAILLE, CLEAR RAISED ON 1/8 THICK SATIN ALUMINUM PLATE (EDGE: STRAIGHT AND POLISHED), INVISIBLE FASTEN METHOD TO LIGHT FIXTURE SCHEDULED HARDWARE, TYP. 1/2" THICK SCHEDULED STONE THRESHOLD, WITH CHAMFERED EDGES AS SHOWN IN DOOR SCHEDULE, TYPICAL PAINTED WALL BASE EQ EQ PROVIDE DOOR VIEWER, TYP. TAYMOR, 180 DEGREE VIEWER, Ref#: 37-B4825N, FINISH: NICKEL GWB-CEILING, PAINTED SCHEDULED DOOR AND FRAME, PAINTED ( DOOR TO MATCH PT-22, DOOR FRAME TO MATCH WB-20) TYP. FOR CORRIDOR UNIT ENTRIES PT-21 ID710 5 AWC TYP. 6" 2" 3'-0" 2" TYP. 1'-4" TR-16 CONTINUOUS, FULL HEIGHT - CRISP, STRAIGHT EDGE; TYP. TR-16 5'-0" X X X 4'-1 3/8"+/1'-0" 1'-0" 5'-0" EQEQ EQEQ BRAILLE AT 48"MIN. AND 60"MAX. EQEQ EQ FINISH: RAIN ( PATTERN TO RUN VERTICAL), TYP. FINISH: MATTE BLACK, TYP. U.N.O.U.N.O. 2 ID710 KEEP FLOORING TIGHT TO THRESHOLD CAULK AS REQUIRED (AS TIGHT AND SLIM AS POSSIBLE), COLOR TBD IN MOCK-UP ; TYP. TYP. FLOORING TO EXTEND BEYOND FACE OF WALL BASE, TYP. FOR FLOORING LAYOUT SEE ID400s, TYP. V.I.F. WIDTH OF DOOR FRAME CAULK AS REQUIRED (AS TIGHT AND SLIM AS POSSIBLE), COLOR TBD IN MOCK-UP ; TYP. AROUND THE DOOR FRAME UNIT CORRIDOR WALL BASE BELOW AS SCHEDULED - ALL EXPOSED FACES TO BE FINISHED, TYP. NOTE: TRANSITION TO BE 1/4" MAX VERTICAL HEIGHT IF CHANGES IN LEVEL ARE BETWEEN 1/4" MIN AND 1/2" HEIGHT MAX TRANSITION SHOULD SLOPE NOT STEEPER THAN 1:2; TYP. SEE DOOR SCHEDULE FOR ADDITIONAL INFORMATION SCHEDULED DOOR AND FRAME, PAINTED, TYP. U.N.O. 10" TYP. SCHEDULED STONE THRESHOLD, TYP. TR-16 TR-16 4" TYP. TYP. U.N.O. 8" U.N.O. 8" U.N.O. 6" TYP. U.N.O. 1'-4" TYP. MAX. TYP. 2ND FLOOR 406.54' 3RD FLOOR 416.54' 2ND FLOOR 406.54' 3RD FLOOR 416.54' 4 ID710 CLEAN, CRISP, STRAIGHT EDGE; TYP. SCHEDULED THRESHOLD GWB-CEILING, PAINTED PT-21 2"7 '-0" SCHEDULED FLOORING 5/8" 3/8"3/8" 5/8" 5/8" 1/32'' RAISED GRADE II BRAILLE, CLEAR RAISED X X X 1/32" THICK ACRYLIC LETTERS W/ FINISH TO MATCH WB-20 PAINT COLOR; CENTURY GOTHIC FONT; CONCEALED FASTEN METHOD TO PLATE 1/8" THICK SATIN ALUMINUM PLATE (EDGE: STRAIGHT AND POLISHED), INVISIBLE FASTEN METHOD TO LIGHT FIXTURE NOTE: PROVIDE SAMPLE AND CONFIRM SIGNAGE MOUNTING LOCATION W/ ID & OWNER PRIOR TO INSTALLATION 2 1/2" 2"2" 4" ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATE DESCRIPTION As indicated INTERIOR DETAILS -TYP. CORRIDOR ID710 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1 1/2" = 1'-0" 1 TYP. CORRIDOR UNIT ENTRY - ELEVATION 1 1/2" = 1'-0" 4 TYP. CORRIDOR UNIT ENTRY - PLAN 1 1/2" = 1'-0" 2 TYP. CORRIDOR UNIT ENTRY - SECTION 3 TYP. CORRIDOR VIEW 3D VIEW IS FOR ILLUSTRATION ONLY AND SHALL NOT BE USED FOR CONSTRUCTION. 6" = 1'-0" 5 ENLARGED UNIT SIGNAGE - SG-20 GENERAL NOTE: NOTE THAT THIS SIGNAGE IS PART OF THE SCHEDULED LIGHT FIXTURE. IF THE LIGHT FIXTURE CHANGES, THIS SIGNAGE NEEDS TO BE PROVIDED SEPARATELY. LIGHT FACING TO SIDE, TYP. ON BOTH ENDS OF ACCENT AREA BACKGROUNDS CHANGED PER ARCH. CHANGES 1 1 1 1 1 1 DATE DESCRIPTION 12.23.2020 PERMIT SET 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATE DESCRIPTION AMENITY SPACE FINISH SCHEDULE LEGEND ID800 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT MATERIAL CODE MATERIAL PRODUCT/DESCRIPTION FINISH SIZE MANUFACTURER/SUPPLIER REMARKS PLANTER PL-10 PLANTER Custom Planter, stone gladding: Daltile: ONE QUARTZ SURFACES; NQ69 ASH GREY - FINISH: HONED AS PER PRODUCT REFER TO DWGS Daltile: Rebecca Hankins; 404-625-9091; Rebecca.Hankins@daltile.com install per manufacturer recommendation; no grout joints; miter corner; coordinate lead time POLISHED CONCRETE PC-10 CONCRETE SEE SPECS Polished and sealed REFER TO DWGS install per manufacturer recommendation PULL/HARDWARE PUL-10 METAL 2" Tab Pull BLACK MATTE FINISH 1.41" H x 2" W x 0.79" D Schwinn Design; 2" Tab Pull install per manuf. recommendation; confirm exact location w/ ID prior to installation PUL-11 METAL integrated/ same color handle; full width AS PER PRODUCT As per product Porcelanosa: Julie Zanuz; 305-815-7774; jzanuz@porcelanosa-usa.com part of specified product PUL-12 METAL Integrated Aluminum ("J") handle - unless noted differently as integrated/ same color handle; full width SATIN ANODIZED ALUMINUM As per product Porcelanosa: Julie Zanuz; 305-815-7774; jzanuz@porcelanosa-usa.com part of specified product PUL-13 METAL Integrated Aluminum ("J") handle; full width SATIN ANODIZED ALUMINUM As per product Porcelanosa: Julie Zanuz; 305-815-7774; jzanuz@porcelanosa-usa.com part of specified product PUL-14 METAL Integrated Aluminum ("J") handle; full width SATIN ANODIZED ALUMINUM As per product Porcelanosa: Julie Zanuz; 305-815-7774; jzanuz@porcelanosa-usa.com part of specified product PUL-15 METAL Integrated Aluminum ("J") handle; full width SATIN ANODIZED ALUMINUM As per product Porcelanosa: Julie Zanuz; 305-815-7774; jzanuz@porcelanosa-usa.com part of specified product PUL-16 METAL BRIZO Vettis; Double Robe Hook BLACK MATTE FINISH As per product BRIZO/DELTA: Samantha Givans; sam@barger.agency install per manuf. recommendation; confirm exact location w/ ID prior to installation PUL-17 METAL 11515 TOWEL HOOK (two concealed hook posts) CHROME-PLATED As per product KEUCO, EDITION 400 install per manuf. recommendation; confirm exact location w/ ID prior to installation RESIN RES-10 RESIN 3FORM : 1/2" thick Varia Ecoresin, color/Style: Noir N58+Powder D03; Front Finish: Vellum F04; Back Finish: Sandstone F01 REFER TO DWGS 3Form: Jamie Kessler; 703-431-1316; jamie.kessler@3 form.com secure top and bottom only, all exposed edges to be sanded smooth per manuf recommendation,concealed fasten method SIGNAGE SG-10 CONCIERGE SIGNAGE SEE 2/ ID702 REFER TO DWGS confirm w/ owner prior to fabrication SG-11 ELEVATOR SIGNAGE Finish: satin stainless steel, no exposed fastener, stainless steel floor indicator with white lights (layout per ID-elevations) REFER TO DWGS submit layout for review and approval SG-20 UNIT SIGNAGE SEE 1&5/ ID710 REFER TO DWGS confirm w/ owner prior to fabrication STONE ST-10 COMPOSITE QUARTZ Daltile: ONE QUARTZ SURFACES; NQ69 ASH GREY - FINISH: HONED all exposed edges finshed/polished 3/4" thick; REFER TO DWGS Daltile: Rebecca Hankins; 404-625-9091; Rebecca.Hankins@daltile.com install per manufacturer recommendation; coordinate lead time ST-11 COMPOSITE QUARTZ Caesarstone, color: 4003 Sleek Concrete, use largest slabs available (10' long); square edges per manufacturer recommendation all exposed edges finshed/polished 3/4" thick; REFER TO DWGS CAESARSTONE: Afi Douez; 202-738-3978; Afi.Douez@caesarst oneus.com install per manufacturer recommendation; coordinate lead time ST-12 COMPOSITE QUARTZ Caesarstone, color: Raw Concrete 4004, use largest slabs available (10' long); square edges per manufacturer recommendation all exposed edges finshed/polished 3/4" thick; REFER TO DWGS CAESARSTONE: Afi Douez; 202-738-3978; Afi.Douez@caesarstoneus.com install per manufacturer recommendation; coordinate lead time ST-13 COMPOSITE QUARTZ Caesarstone, color: Raw Concrete 4004, miter corners typ. all exposed edges finshed/polished 3/4" thick; REFER TO DWGS CAESARSTONE: Afi Douez; 202-738-3978; Afi.Douez@caesarstoneus.com install per manufacturer recommendation; coordinate lead time ST-14 COMPOSITE QUARTZ Caesarstone, color: Frozen Terra 4601, use largest slabs available (10' long); square edges per manufacturer recommendation all exposed edges finshed/polished 3/4" thick; REFER TO DWGS CAESARSTONE: Afi Douez; 202-738-3978; Afi.Douez@caesarst oneus.com install per manufacturer recommendation; coordinate lead time ST-15 STONE OPTION 1: BLACK MARBLE; Sahara Noir, Polished Marble Slab; minimal veins; OPTION 2: Black Marble honed; minimal veins all exposed edges finshed/polished 3/4" thick; REFER TO DWGS local supplier install per manuf. recommendation; slab to be selected by ID & owner (note that this type may change in Mail Room depening on selection available); coordinate lead time ST-16 COMPOSITE QUARTZ Daltile: ONE QUARTZ SURFACES; NQ69 ASH GREY - FINISH: HONED all exposed edges finshed/polished 3/4" thick; REFER TO DWGS Daltile: Rebecca Hankins; 404-625-9091; Rebecca.Hankins@daltile.com install per manufacturer recommendation; coordinate lead time ST-17 COMPOSITE QUARTZ Caesarstone, color: 4001 Fresh Concrete, use largest slabs available (10' long); square edges per manufacturer recommendation all exposed edges finshed/polished 3/4" thick; REFER TO DWGS CAESARSTONE: Afi Douez; 202-738-3978; Afi.Douez@caesarstoneus.com install per manufacturer recommendation; coordinate lead time TRANSITION STRIP TS-10 METAL Schluter RENO-RAMP, finish: SATIN ANODIZED ALUMINUM ANODIZED ALUMINUM REFER TO DWGS & V.I.F. SCHLUTER: Jason Eckard; 410-999-4490; jeckard@schluter.com install per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness of tile/detail so face of transition strip and face of tile align; confirm ADA compliance TS-11 METAL Schluter Schiene, finish: brushed stainless steel EB ANODIZED ALUMINUM REFER TO DWGS & V.I.F. SCHLUTER: Jason Eckard; 410-999-4490; jeckard@schluter.com install per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness of tile/detail so face of transition strip and face of tile align; confirm ADA compliance TS-12 METAL Schluter DILEX-KSN, finish: TBD BRUSHED STAINLESS STEEL REFER TO DWGS & V.I.F. SCHLUTER: Jason Eckard; 410-999-4490; jeckard@schluter.com install per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness of tile/detail so face of transition strip and face of tile align; confirm ADA compliance TS-13 METAL Schluter RENO-V, finish: SATIN ANODIZED ALUMINUM ANODIZED ALUMINUM REFER TO DWGS & V.I.F. SCHLUTER: Jason Eckard; 410-999-4490; jeckard@schluter.com install per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness of tile/detail; confirm ADA compliance UPHOLSTERY UP-10 Textile Wolf Gordon: Gabrielle, Color: Moonstone; Backing: Styrene-butadiene Rubber (SBR); Construction: Woven; 100,000+ double rubs Spill and stain-resistant treatment REFER TO DWGS & V.I.F. Wolf Gordon: Tracy Lewis; 240-418-4180; tracy.lewis@wolfgordon.com install per manufacturer recommendation; coordinate lead time UP-11 Textile Wolf Gordon: Gabrielle, Color: Obsidian; Backing: Styrene-butadiene Rubber (SBR); Construction: Woven; 100,000+ double rubs Spill and stain-resistant treatment REFER TO DWGS & V.I.F. Wolf Gordon: Tracy Lewis; 240-418-4180; tracy.lewis@wolfgordon.com install per manufacturer recommendation; coordinate lead time VINYL/RUBBER FLOORING RB-10 RUBBER ECORE: Ecofit; color: 1213 Action! AS PER PRODUCT REFER TO DWGS, 4' wide roll Spartan Surfaces: Danny Boyle; 703-928-6508; DBoyle@spartansurfaces.com install per manufacturer recommendation; coordinate lead time - approx. 4-6 weeks lead time RB-11 RUBBER ECORE: Ecofit; color: 1214 Take One AS PER PRODUCT REFER TO DWGS, 4' wide roll Spartan Surfaces: Danny Boyle; 703-928-6508; DBoyle@spartansurfaces.com install per manufacturer recommendation; coordinate lead time - approx. 4-6 weeks lead time WALK-OFF MAT WM-10 STAINLESS STEEL GRID Construction Specialties - Pedimat Gridline G6 and pan AS PER PRODUCT REFER TO DWGS & V.I.F. install per manufacturer recommendation; depth to be coordinated w/ slab depression WALL BASE WB-10 PAINTED MDF BASE moisture resistant mdf base, square edge profile; Sherwin Williams: Color SW 6991/BLACK MAGIC SEMIGLOSS 6" high x 3/4" thick (total dims), eased edges (U.N.O.) Sherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. WB-11 PAINTED MDF BASE moisture resistant mdf base, square edge profile; Sherwin Williams: Color SW 6991/BLACK MAGIC SEMIGLOSS 6" high x 3/4" thick (total dims), eased edges Sherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin .com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. WB-12 RUBBER Millwork Wall Finishing System: Mandalay MW-XX-H6 , color to match concrete floor (submit options for review and approval once flooring is complete) AS PER PRODUCT 6" high x .375" thick Tarkett; https://commercial.tarkett.com install per manuf. recommendation WB-13 PAINTED MDF BASE moisture resistant mdf base, square edge profile; Sherwin Williams: Color SW 6991/BLACK MAGIC SEMIGLOSS 8" high x 3/4" thick (total dims), eased edges Sherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. WB-14 PAINTED MDF BASE moisture resistant mdf base, square edge profile; Sherwin Williams: Color SW 6991/BLACK MAGIC SEMIGLOSS 8" high x 3/4" thick (total dims), eased edges Sherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. WB-20 PAINTED MDF BASE moisture resistant mdf base, square edge profile; Sherwin Williams: Color SW 6991/BLACK MAGIC SEMIGLOSS 6" high x 3/4" thick (total dims), eased edges Sherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. WALL COVERING WC-10 WALL COVERING WolfGordon Connections; Collection Name: Tjep. Cubism; color: Concrete AS PER PRODUCT, Fabric backed Vinyl REFER TO DWGS & V.I.F. Wolf Gordon: Tracy Lewis; 240-418-4180; tracy.lewis@wolfgordon.com install per manufacturer recommendation WC-11 WALL COVERING MDC Sketchbook; color: Graphite | DG1093; pattern match: non-reversable straight across match AS PER PRODUCT, non-woven backed vinyl REFER TO DWGS & V.I.F. MDC: Sal Vitale ; 856-562-0146 ; SVitale@mdcwall.com install per manufacturer recommendation WC-12 WALL COVERING WolfGordon Uncorked; Collection Name: Symphony; color: New York Night AS PER PRODUCT REFER TO DWGS & V.I.F. Wolf Gordon: Tracy Lewis; 240-418-4180; tracy.lewis@wolfgordon.com install per manufacturer recommendation WC-13 WALL COVERING LEVEL DIGITAL WALLCOVERING: Design #: L71702; Memphis; Color: Plasma (swap following colors: replace "4" w/ SW 0008/CAJUN RED, replace "2" w/ SW 7641/COLONNADE GRAY) AS PER PRODUCT, Textured Vinyl, w/ coating REFER TO DWGS & V.I.F. National Wallcovering: Jennifer Calhoun; 703-206-8824 jennifer.calhoun@nationalwallcovering.com; install per manufacturer recommendation; coordinate lead time; submit project specific pattern/layout for review and approval WC-20 WALL COVERING NO LONGER USED WC-21 WALL COVERING MDC Sketchbook; color: Graphite | DG1093; pattern match: non-reversable straight across match AS PER PRODUCT, non-woven backed vinyl REFER TO DWGS MDC: Sal Vitale ; 856-562-0146 ; SVitale@mdcwall.com install per manufacturer recommendation; coordinate lead time WALL TILE WT-10 PORCELAIN STONEWARE HARMONY - TONAL by RAW COLOR; COLOR: Tonal White Q7, mix of 1/20 & 2/20 & 3/20 AS PER PRODUCT 7 7/8 * 7 7/8 * 5/16, AS PER PRODUCT TILEBAR: Ely Atias; 323.334.5270; Ely@tilebar.com install per manuf. recommendation; 1/8" joints; grout per manuf. recommendation (epoxy grout); Color: to match dark portion of tile (submit for review and approval); joint width to match throughout the pattern WT-11 PORCELAIN STONEWARE COVER design by Patricia Urquiola; GRID color: grey; 6mm thick - 47"x94" AS PER PRODUCT REFER TO DWGS & V.I.F. TILEBAR: Ely Atias; 323.334.5270; Ely@tilebar.com install per manufacturer recommendation; 1/16" joints where needed; grout to match tile finish (submit for review and approval); GC to coordinate lead time WT-12 PORCELAIN TILE Ventura Grigio Mix 6x48 Matte Porcelain Tile; color gray AS PER PRODUCT REFER TO DWGS; 6" x 48" TILEBAR: Ely Atias; 323.334.5270; Ely@tilebar.com install per manufacturer recommendation; 1/8" joints; mix different textures evenly; grout per manuf. recommendation; Color: TBD (submit for review and approval); coordinate lead time WT-13 PORCELAIN TILE Ann Sacks: Savoy Design: Ribbed, Color: Lotus Linen AS PER PRODUCT AS PER PRODUCT; 2"x8" Ann Sacks: 202.299.0014; DC@annsacks.com install per manufacturer recommendation; grout (Urethane grout) per manuf. recommendation; Color: TBD (submit for review and approval); keep grout joint (1/16" per manuf. recommendation) consistant throughout pattern (to be sealed); coordinate lead time WT-14 PORCELAIN TILE COVER design by Patricia Urquiola; NUBE color: black; 6mm thick - 47"x94" AS PER PRODUCT REFER TO DWGS & V.I.F. TILEBAR: Ely Atias; 323.334.5270; Ely@tilebar.com install per manufacturer recommendation; 1/16" joints where needed; grout to match tile finish (submit for review and approval); GC to coordinate lead time WT-15 GLAZED WALL TILE Santos DUET: CHARCOAL (GLOSSY/MATTE ON EACH TILE, MIX OF DIFFERENT GLAZING SIZE) AS PER PRODUCT 2"X4", PATTERN AS SHOWN ON 4/ID605 Design and Direct Source; info@designanddirectsource.com; 503-525-0600; www.dds-tile.com install per manufacturer recommendation; grout per manuf. recommendation; keep grout joint - 1/8" (color to match tile submit for review and approval) consistant throughout pattern; coordinate lead time WT-16 LAMINAM CROSSVILLE: OXIDE 3+, Color: Nero AS PER PRODUCT AS PER PRODUCT MOSAICTILE COMPANY: Andrew Taylor; 301-717-9708; ataylor@mosaictileco.com install per manufacturer recommendation; no joints (full size); coordinate lead time WT-17 MOSAIC (SMALL) BWS-4M 1”x1” White AS PER PRODUCT REFER TO DWGS MOSAICTILE COMPANY: Andrew Taylor; 301-717-9708; ataylor@mosaictileco.com install per manuf. recommendation; grout per manuf. recommendation (epoxy grout); Color: to match WT-10 grout (submit for review and approval); joint width to match throughout the pattern WALL TRIM TR-10 METAL Schluter Quadec and Inside/Outside Corner as required, finish: brushed stainless steel EB BRUSHED STAINLESS STEEL REFER TO DWGS & V.I.F. SCHLUTER: Jason Eckard; 410-999-4490; jeckard@schluter.com install per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness of tile/detail so face of trim and face of tile align TR-11 METAL Schluter Schiene, finish: brushed stainless steel EB BRUSHED STAINLESS STEEL REFER TO DWGS & V.I.F. SCHLUTER: Jason Eckard; 410-999-4490; jeckard@schluter.com install per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness of tile/detail so face of trim and face of tile align TR-12 METAL Anodized Aluminum 90° Angle Molding, 2 Equal Sides (1") BLACK MATTE FINISH REFER TO DWGS & V.I.F. SCHLUTER: Jason Eckard; 410-999-4490; jeckard@schluter.com install per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness of tile/detail so face of trim and face of tile align TR-13 METAL Schluter Schiene-Step, finish: brushed stainless steel EB BRUSHED STAINLESS STEEL REFER TO DWGS & V.I.F. SCHLUTER: Jason Eckard; 410-999-4490; jeckard@schluter.com install per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness of tile/detail so face of trim and face of tile align TR-14 METAL Schluter Schiene, finish: brushed stainless steel EB BRUSHED STAINLESS STEEL REFER TO DWGS & V.I.F. SCHLUTER: Jason Eckard; 410-999-4490; jeckard@schluter.com install per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness of tile/detail so face of trim and face of tile align TR-15 METAL Schluter Schiene, finish: brushed stainless steel EB BRUSHED STAINLESS STEEL REFER TO DWGS & V.I.F. SCHLUTER: Jason Eckard; 410-999-4490; jeckard@schluter.com install per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness of tile/detail so face of trim and face of tile align TR-16 METAL Fry Reglet Wall Cover Trim Base and Termination - WCTBT125-217 CLEAR ANODIZED REFER TO DWGS & V.I.F. https://fryreglet.com/wall-covering-base-terminati on/ install per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness of tile/detail so face of trim and face of tile align TR-17 METAL Schluter Quadec and Inside/Outside Corner as required,finish: textured color-coated aluminum color: TSDA Dark Anthracite COLOR-COATED ALUMINUM REFER TO DWGS & V.I.F. SCHLUTER: Jason Eckard; 410-999-4490; jeckard@schluter.com install per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness of tile/detail so face of trim and face of tile align WOOD WD-10 WOOD Material: American Elm or Thoroughbred Oak; Texture: Smooth; Grade/ Character: knots present - average size about a nickels' width or smaller, no holes or large checks CLEAR SATIN, UV RESISTANT REFER TO DWGS & V.I.F. (SOLID) ALKS: AJ Minite; 202-258-6359; ajminite@alks.com; (Wellborn+Wright or similar) concealed installation per manuf. recommendation; to be finished on all exposed sides; color to match control sample need to be submitted to and approved by interior designer; provide mock-up; 15% waste factor WD-11 WOOD Material: American Elm or Thoroughbred Oak; Texture: Smooth; Grade/ Character: knots present - average size about a nickels' width or smaller, no holes or large checks CLEAR SATIN, UV RESISTANT REFER TO DWGS & V.I.F. (SOLID) ALKS: AJ Minite; 202-258-6359; ajminite@alks.com; (Wellborn+Wright or similar) concealed installation per manuf. recommendation; to be finished on all exposed sides; color to match control sample need to be submitted to and approved by interior designer; provide mock-up; 15% waste factor WD-12 WOOD Material: American Elm or Thoroughbred Oak; Texture: Smooth; Grade/ Character: knots present - average size about a nickels' width or smaller, no holes or large checks CLEAR SATIN, UV RESISTANT REFER TO DWGS & V.I.F. (SOLID) ALKS: AJ Minite; 202-258-6359; ajminite@alks.com; (Wellborn+Wright or similar) concealed installation per manuf. recommendation; to be finished on all exposed sides; color to match control sample need to be submitted to and approved by interior designer; provide mock-up; 15% waste factor WD-13 WOOD Acoustical ARTCONCEPTS: Akupanel: acoustic panels, Dimensions: 600mm x 2400mm ; Thickness: 20mm; Material: PET Polyester Fiber, MDF, Wood Veneer. color: TBD REFER TO DWGS & V.I.F. Josh Benjamin; 703-855-9672; Josh_ArchElements@msn.com install per manufacturer recommendation; flat black screws to attach to GWB; full size panels (no horizontal joints); coordinate lead time MATERIAL CODE MATERIAL PRODUCT/DESCRIPTION FINISH SIZE MANUFACTURER/SUPPLIER REMARKS ART ART-1 ART Plyboo: Panel Collection Name: Futura™ Sound; Color: TBD; Dimensions: 47 ¾”x47 ¾”x¾” each; geometry: Squares;Noise Reduction Coefficient: NRC .7 (or greater); Material: Plyboo Real Core bamboo; Fire Rating: Class B AS PER PRODUCT REFER TO DWGS PLYBOO: Victoria Rickert; 802-777-7709; victoria@plyboo.com install per manufacturer recommendation (continuous Z-clip bar at 6"-8" off the top and bottom, painted to match the adjacent wall finish prior to installation); provide adequate blocking in wall; confirm design/orientation w/ Interior Designer, submit shop drawings for review and approval; coordinate lead time BRICK BR-10 THIN BRICK to match adjacent exterior brick (adjacent to vestibule - MUDBOX SMOOTH, GEORGETOWNE); provide corner piece brick at corners AS PER PRODUCT REFER TO DWGS WATSONTOWN BRICK COMPANY install per manufacturer recommendation - 3/8" grout joints, color TBD; use thin set mortar (1/4" notched trowel) on 1/2" cement board - coordinate lead time CARPET TILE CPT-10 CARPET SHAW, carpet tile, rethread tile; collection: modern edit; style number: 5T165, color: heritage blue; color number: 64481 AS PER PRODUCT REFER TO DWGS, tile size: 18"x36" Shaw: Leslie Jones; 410-908-9320; leslie.jones@shawinc.com install per manufacturer recommendation; ASHLAR pattern; see Finish Floor Plan for installation starting point; coordinate lead time CPT-20 CARPET Padcraft 10572 COLOUR INTERFERENCE COLLECTION: OPTIC LIGHT; COLOR: SAND 00150 AS PER PRODUCT REFER TO DWGS, tile size: 12"x48" Padcraft: Erin Kelly; 240.672.1264; erin.kelly@patcraft.com install per manufacturer recommendation; pattern: see Finish Floor Plan; see Finish Floor Plan for installation starting point; coordinate lead time CPT- 21 CARPET Padcraft 10572 COLOUR INTERFERENCE COLLECTION: OPTIC LIGHT; COLOR: ORANGE-SAND 00152 AS PER PRODUCT REFER TO DWGS, tile size: 12"x48" Padcraft: Erin Kelly; 240.672.1264; erin.kelly@patcraft.c om install per manufacturer recommendation; pattern: see Finish Floor Plan; see Finish Floor Plan for installation starting point; coordinate lead time ELEVATOR CAB CAB-10 PORCELAIN TILE TO MATCH T-11 AS PER PRODUCT 12"x24" MOSAICTILE COMPANY: Andrew Taylor; 301-717-9708; ataylor@mosaictileco.com install & prep floor per manufacturer recommendation; 1/8" grout joint (to be sealed), per manuf. recommendation; color: to match darkest color of tile (submit for review and approval); provide mock-up for review and approval; coordinate lead time CAB-11 VARIES Forms + Surfaces LEVELe-105: Capture panels in custom wood veneer - to match WD-10 (one panel each elevation) and vivichrome chromis (configuration: reflect/color: white/finish: opalex), handrail panel: satin stainless finish; base material: satin stainless steel; extrusion and corner reveal color: aluminum clear anodized; handrail type: quadrant; handrail in satin stainless steel with vise stand off in satin stainless steel; siz-panel suspended island design ceiling (panels consist of satin stainless finish faces on a fire-rated structural backer) with LED perimeter lighting AS PER PRODUCTS REFER TO DWGS Forms+Surfaces: Roger Wilson; 678-296-4043; roger.wilson@forms-surfaces.com install per manufacturer recommendation; submit layout for review and approval; coordinate lead time FIRE PLACE FP-10 FIRE PLACE VAPOR-FIRE FIREPLACE: AIDAN See-Thru 36” Diameter, 8” Flue - North American Designed and Manufactured by CF+D BLACK MATTE FINISH REFER TO DWGS CF+D custom fireplace design inc.: Vince Volpe; 1-866-909-3070; vince@customfireplacedesign.com Custom Vapor-Fire per manuf. Recommendation; provide plumbing/electrical as required by manufacturer; submit pebbles (at fire) for review and approval - to be black mexican, smooth finish, 3/4" in diameter FLOOR TILE T-10 PORCELAIN TILE Edimax Kardoso ; color: gray; finish: matte (12″x24″) & Decoro Scratch (6″x24″) AS PER PRODUCT MATTE MIX SIZES (HALF 12"x24" & HALF 6"x24") MOSAICTILE COMPANY: Andrew Taylor; 301-717-9708; ataylor@mosaictileco.com install & prep floor per manufacturer recommendation; provide required movement joints (Schluter-Dilex-color TBD); 1/8" grout joint (to be sealed), per manuf. recommendation; color: to match darkest color of tile (submit for review and approval); provide mock-up for review and approval; coordinate lead time T-11 PORCELAIN TILE Edimax Kardoso ; color: gray; finish: matte (12″x24″) AS PER PRODUCT MATTE 12"x24" MOSAICTILE COMPANY: Andrew Taylor; 301-717-9708; ataylor@mosaictileco.com install & prep floor per manufacturer recommendation; 1/8" grout joint (to be sealed), per manuf. recommendation; color: to match darkest color of tile (submit for review and approval); provide mock-up for review and approval; coordinate lead time GLAZING GL-10 GLASS PARTITION frameless 3/8" tempered clear glass panel w/ beveled polished edges, 1" corner radius; PROVIDE CRL BRITE ANODIZED 3/8" FIXED PANEL SHOWER DOOR DEEP U-CHANNEL WET GLAZED W/ CLEAR SILICONE TO SECURE GLASS, TO BOTTOM AND SIDE REFER TO DWGS & V.I.F. install per manufacturer recommendation LUXURY VINYL TILE LVT-10 LUXURY VINYL TILE SHAW: Style: 0866V CATHEDRAL OAK 720C PLUS, Color: Charred Oak ; Wear Layer: 20 mil AS PER PRODUCT As per product; 9" x 59" Shaw: Joseph Benavides; 240-285-3840; joseph.benavides@shawinc.com install per manuf. recommendation; flooring to extend beyond face of wall base - typ; stagger installation LVT-11 LUXURY VINYL TILE SHAW: Style: 0867V HERITAGE OAK 720C PLUS, Color: Bur Oak ; Wear Layer: 20 mil AS PER PRODUCT As per product; 9" x 59" Shaw: Joseph Benavides; 240-285-3840; joseph.benavides@shawinc.com install per manuf. recommendation; flooring to extend beyond face of wall base - typ; stagger installation MAIL BOX MB-10 METAL AF Florence: versatile 4C Mailbox, 4C11D-10; color: matte Black AS PER PRODUCT REFER TO DWGS AF Florence Refer to Drawings and specs METAL MTL-10 METAL 3/4" thick metal shelf, powder coat w/matte black shop finish; crisp edges, miter joints, typical BLACK MATTE FINISH REFER TO DWGS custom concealed fasten method typ. for all exposed surfaces; coordinate lead time; provide mock-up for review and approval prior to fabrication MTL-11 METAL 1" thick metal shelf, powder coat w/matte black shop finish; crisp edges, miter joints, typical BLACK MATTE FINISH REFER TO DWGS custom concealed fasten method typ. for all exposed surfaces; coordinate lead time; provide mock-up for review and approval prior to fabrication MTL-12 METAL 3/4" thick metal frame, powder coat w/matte black shop finish; crisp edges, miter joints, typical BLACK MATTE FINISH REFER TO DWGS custom anchored securily to the slab above, GC to coordinate, provide adequate support in ceiling MTL-13 METAL PURE+FREEFORM: Luxury Vintage Collection; Color: Brooklyn Steel AS PER PRODUCT REFER TO DWGS Color/finish to match control sample - need to be submited to and approved by architect MTL-14 METAL see detail 3/ID703 per struct. recommendation; powder coat w/matte black shop finish BLACK MATTE FINISH REFER TO DWGS custom concealed fasten method MTL-15 METAL 1/8" thick metal plate shelf with ledge, powder coat w/matte black shop finish; crisp edges BLACK MATTE FINISH REFER TO DWGS custom countersunk torx screw head (match finish) fasten method; even screw pattern - submit for review & approval MTL-16 METAL 1/8" thick metal plate shelf with ledge, powder coat w/matte black shop finish; crisp edges BLACK MATTE FINISH REFER TO DWGS custom countersunk torx screw head (match finish) fasten method; even screw pattern - submit for review & approval R-10 METAL custom decorative metal railing, prefinished/shop-applied powder coat, matte black, provide flat end caps at returns to wall at each end; top of handrail at 3'-0"; pass handrail 1'-0" on each end of ramp REFER TO DWGS custom METAL BASE B-10 METAL WALL BASE PURE+FREEFORM: Collection: Signature Series; Color: Black Diamond AS PER PRODUCT, matte REFER TO DWGS & V.I.F. www.purefreeform.com; kaitlyn@purefreeform.com; 952-529-5588 Color/finish to match control sample - needs to be submitted to and approved by architect; confirm any joints with architect - use longest length possible; miter corners typ., coordinate lead time; securely attached to substrate/concealed fasten B-11 METAL WALL BASE PURE+FREEFORM: Collection: Signature Series; Color: Black Diamond AS PER PRODUCT, matte REFER TO DWGS & V.I.F. www.purefreeform.com; kaitlyn@purefreeform.com; 952-529-5588 Color/finish to match control sample - needs to be submitted to and approved by architect; confirm any joints with architect - use longest length possible; miter corners typ., coordinate lead time; securely attached to substrate/concealed fasten B-12 METAL WALL BASE PURE+FREEFORM: Collection: Signature Series; Color: Black Diamond AS PER PRODUCT, matte REFER TO DWGS & V.I.F. www.purefreeform.com; kaitlyn@purefreeform.com; 952-529-5588 Color/finish to match control sample - needs to be submitted to and approved by architect; confirm any joints with architect - use longest length possible; miter corners typ., coordinate lead time; securely attached to substrate/concealed fasten B-13 METAL WALL BASE PURE+FREEFORM: Collection: Signature Series; Color: Black Diamond AS PER PRODUCT, matte REFER TO DWGS & V.I.F. www.purefreeform.com; kaitlyn@purefreeform.com; 952-529-5588 Color/finish to match control sample - needs to be submitted to and approved by architect; confirm any joints with architect - use longest length possible; miter corners typ., coordinate lead time; securely attached to substrate/concealed fasten B-14 METAL WALL BASE PURE+FREEFORM: Collection: Signature Series; Color: Black Diamond AS PER PRODUCT, matte REFER TO DWGS & V.I.F. www.purefreeform.com; kaitlyn@purefreeform.com; 952-529-5588 Color/finish to match control sample - needs to be submitted to and approved by architect; confirm any joints with architect - use longest length possible; miter corners typ., coordinate lead time; securely attached to substrate/concealed fasten METAL SHELVING MS-10 METAL SHELVING http://e-zshelving.com/metal-shelving-systems/ See specs MILLWORK MEL-10 LAMINATE PORCELANOSA/GAMADECOR: RESIDENCE LINE; FINISH: ROBLE NEGRO ( ALL INTERIOR OF THE CABINETS TO BE MATTE BLACK FINISH ) AS PER PRODUCT REFER TO DWGS Porcelanosa: Julie Zanuz; 305-815-7774; jzanuz@porcelanosa-usa.com provide locks on each cabinet per owner advice; provide continuous standard toekick made of aluminum, steel finish as required; 12-16 weeks lead time MEL-11 HPL PORCELANOSA/GAMADECOR: RESIDENCE LINE; FINISH: TOPO BRILLO; ( ALL INTERIOR OF THE CABINETS TO BE WHITE FINISH ) AS PER PRODUCT REFER TO DWGS Porcelanosa: Julie Zanuz; 305-815-7774; jzanuz@porcelanosa-usa.com provide locks on each cabinet per owner advice; provide continuous standard toekick made of aluminum, steel finish as required; 12-16 weeks lead time MEL-12 HPL PORCELANOSA/GAMADECOR: RESIDENCE LINE; FINISH: CEMENT BRILLO; OPEN SHELVES (BACK PANEL FINISHED; CONCEALED FASTEN METHOD) AS PER PRODUCT REFER TO DWGS Porcelanosa: Julie Zanuz; 305-815-7774; jzanuz@porcelanosa-usa.com 12-16 weeks lead time MEL-13 LAMINATE PORCELANOSA/GAMADECOR: RESIDENCE LINE; FINISH: ROBLE NEGRO AS PER PRODUCT REFER TO DWGS Porcelanosa: Julie Zanuz; 305-815-7774; jzanuz@porcelanosa-usa.com 12-16 weeks lead time MEL-14 LAMINATE PORCELANOSA/GAMADECOR: RESIDENCE LINE; FINISH: ROBLE NEGRO ( ALL INTERIOR OF THE CABINETS TO BE MATTE BLACK FINISH ) AS PER PRODUCT REFER TO DWGS Porcelanosa: Julie Zanuz; 305-815-7774; jzanuz@porcelanosa-usa.com provide continuous standard toekick made of aluminum, steel finish as required; 12-16 weeks lead time MEL-15 LAMINATE PORCELANOSA/GAMADECOR: RESIDENCE LINE; FINISH: ROBLE NEGRO ( ALL INTERIOR OF THE CABINETS TO BE MATTE BLACK FINISH ) AS PER PRODUCT REFER TO DWGS Porcelanosa: Julie Zanuz; 305-815-7774; jzanuz@porcelanosa-usa.com provide locks on each cabinet per owner advice; provide continuous standard toekick made of aluminum, steel finish as required; 12-16 weeks lead time MW-10 WOOD VENEER BROGANWOODPRODUCTS LLC, Product Line: Exclusive EH Line, Type: Plain Grey Dark, Finish: Clear Acrylic Polyurethane by ILVA ( ALL INTERIOR OF THE CABINETS TO BE MATTE BLACK FINISH ) SATIN SHEEN, UV RESISTANT REFER TO DWGS info@scottbrogangroup.com; 973-448-2934 to match control sample - need to be submitted to and approved by Interior Designer; provide locks on each cabinet per owner advice MW-11 MDF MOISTURE RESISTANT MDF, PAINTED; COLOR "A": SW 0008/CAJUN RED & COLOR "B": SW 0032/NEEDLEPOINT NAVY SATIN SHEEN, UV RESISTANT, WATER/ STAIN RESISTANT REFER TO DWGS GC CHOICE sample needs to be submitted to and approved by Interior Designer MW-12 MDF MOISTURE RESISTANT MDF, NATURAL FINISH SATIN SHEEN, UV RESISTANT, WATER/ STAIN RESISTANT REFER TO DWGS GC CHOICE sample needs to be submitted to and approved by Interior Designer MW-13 MDF PAINTED MOISTURE RESISTANT MDF, COLOR TBD SATIN SHEEN, UV RESISTANT, WATER/ STAIN RESISTANT 3/4" thick; REFER TO DWGS GC CHOICE sample needs to be submitted to and approved by Interior Designer MIRROR MIR-10 MIRROR TEMPERED CLEAR MIRROR, POLISHED EDGES, 1/4" THICK, FULL HEIGHT; Vinyl backed Mirror; 8" frame all sides MF-10 REFER TO DWGS & V.I.F. provide req'd blocking; securily attached to wall MIR-11 MIRROR TEMPERED CLEAR MIRROR, POLISHED EDGES, 1/4" THICK, FULL HEIGHT; Vinyl backed Mirror; 8" frame all sides MF-10 REFER TO DWGS & V.I.F. provide req'd blocking; securily attached to wall MIR-12 MIRROR TEMPERED CLEAR MIRROR, POLISHED EDGES, 1/4" THICK, FULL HEIGHT; Vinyl backed Mirror REFER TO DWGS & V.I.F. provide req'd blocking; securily attached to wall MIR-13 MIRROR TEMPERED CLEAR MIRROR, POLISHED EDGES, 1/4" THICK, FULL HEIGHT; Vinyl backed Mirror; 8" frame all sides MF-10 REFER TO DWGS & V.I.F. provide req'd blocking; securily attached to wall MIRROR FRAME MF-10 MIRROR FRAME moisture resistant mdf base, square edge profile; Sherwin Williams: to match WB-13 SEMIGLOSS REFER TO DWGS; 8" high x 3/4" thick (total dims) Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. PAINT PT-10 PAINT Sherwin Williams: Color TBD FLAT (EGGSHELL IN PACKAGE R. ONLY) N/A Sherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. PT-11 PAINT Sherwin Williams: Color SW 9545 GHOSTED FLAT N/A Sherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. PT-11A PAINT Sherwin Williams: Color SW 9545 GHOSTED FLAT N/A Sherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. PT-12 PAINT Sherwin Williams: Color TBD FLAT N/A Sherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. PT-13 PAINT Sherwin Williams: Color TBD FLAT N/A Sherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. PT-14 PAINT Sherwin Williams: Color SW 7642 PAVESTONE SEMIGLOSS N/A Sherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. PT-15 PAINT Sherwin Williams: Color SW 6991/BLACK MAGIC FLAT N/A Sherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. PT-15A PAINT Sherwin Williams: Color SW 6991/BLACK MAGIC FLAT N/A Sherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. PT-16 PAINT Sherwin Williams: Color SW 7641 COLONNADE GRAY EGGSHELL N/A Sherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. PT-17 PAINT Sherwin Williams: Color SW 7629 GRAPY SEMIGLOSS N/A Sherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. PT-18 PAINT Sherwin Williams: Color SW 6991/BLACK MAGIC FLAT N/A Sherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. PT-18A PAINT Sherwin Williams: Color SW 6991/BLACK MAGIC FLAT N/A Sherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwi n.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. PT-19 PAINT Sherwin Williams: Color SW 7641 COLONNADE GRAY FLAT N/A Sherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. PT-20 PAINT Sherwin Williams: Color SW 7641 COLONNADE GRAY FLAT N/A Sherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. PT-21 PAINT Sherwin Williams: Color SW 9545 GHOSTED FLAT N/A Sherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. PT-22 PAINT Sherwin Williams: Color SW 7674 PEPPERCORN FLAT N/A Sherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. PT-30 PAINT Sherwin Williams: Color SW 9545 GHOSTED FLAT N/A Sherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. INTERIOR FINISH LEGEND General Note: Provide shades at windows in Resident Lounge and on West wall of Fitness Center. Shades ( roller shades: MechoSystems, ThermoVeil Satin/Diamond Weave - 1-2% Openess Factor - color: TBD - confirm which face goes on the Interior ) are part of the base building. Provide adequate support, typical. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 12.23.2020 PERMIT SET 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION AMENITY SPACE FINISH SCHEDULE ID801 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT COMMON AREA FINISH SCHEDULE LOCATION/ SURFACE FINISH CODEMATERIALPRODUCT/DESCRIPTIONFINISHSIZEMANUFACTURER/SUPPLIERREMARKS 106 ELEVATOR LOBBY CEILINGPT-30PAINTSherwin Williams: Color SW 9545 GHOSTEDFLATN/ASherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. FLOORT-10PORCELAIN TILEEdimax Kardoso ; color: gray; finish: matte (12″x24″) & Decoro Scratch (6″x24″) AS PER PRODUCT MATTE MIX SIZES (HALF 12"x24" & HALF 6"x24") MOSAICTILE COMPANY: Andrew Taylor; 301-717-9708; ataylor@mosaictileco.com install & prep floor per manufacturer recommendation; provide required movement joints (Schluter-Dilex-color TBD); 1/8" grout joint (to be sealed), per manuf. recommendation; color: to match darkest color of tile (submit for review and approval); provide mock-up for review and approval; coordinate lead time RAILING AT RAMPR-10METALcustom decorative metal railing, prefinished/shop-applied powder coat, matte black, provide flat end caps at returns to wall at each end; top of handrail at 3'-0"; pass handrail 1'-0" on each end of ramp REFER TO DWGScustom TRANSITION STRIP TS-10METALSchluter RENO-RAMP, finish: SATIN ANODIZED ALUMINUMANODIZED ALUMINUMREFER TO DWGS & V.I.F.SCHLUTER: Jason Eckard; 410-999-4490; jeckard@schluter.com install per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness of tile/detail so face of transition strip and face of tile align; confirm ADA compliance TRANSITION STRIP TS-11METALSchluter Schiene, finish: brushed stainless steel EBANODIZED ALUMINUMREFER TO DWGS & V.I.F.SCHLUTER: Jason Eckard; 410-999-4490; jeckard@schluter.com install per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness of tile/detail so face of transition strip and face of tile align; confirm ADA compliance TRANSITION STRIP TS-12METALSchluter DILEX-KSN, finish: TBDBRUSHED STAINLESS STEEL REFER TO DWGS & V.I.F.SCHLUTER: Jason Eckard; 410-999-4490; jeckard@schluter.com install per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness of tile/detail so face of transition strip and face of tile align; confirm ADA compliance TRANSITION STRIP TS-13METALSchluter RENO-V, finish: SATIN ANODIZED ALUMINUMANODIZED ALUMINUMREFER TO DWGS & V.I.F.SCHLUTER: Jason Eckard; 410-999-4490; jeckard@schluter.com install per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness of tile/detail; confirm ADA compliance WALLPT-10PAINTSherwin Williams: Color TBDFLAT (EGGSHELL IN PACKAGE R. ONLY) N/ASherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. WALL ACCENTBR-10THIN BRICKto match adjacent exterior brick (adjacent to vestibule - MUDBOX SMOOTH, GEORGETOWNE); provide corner piece brick at corners AS PER PRODUCTREFER TO DWGSWATSONTOWN BRICK COMPANYinstall per manufacturer recommendation - 3/8" grout joints, color TBD; use thin set mortar (1/4" notched trowel) on 1/2" cement board - coordinate lead time WALL ACCENTPT-12PAINTSherwin Williams: Color TBDFLATN/ASherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. WALL ACCENTWT-12PORCELAIN TILEVentura Grigio Mix 6x48 Matte Porcelain Tile; color grayAS PER PRODUCTREFER TO DWGS; 6" x 48"TILEBAR: Ely Atias; 323.334.5270; Ely@tilebar.com install per manufacturer recommendation; 1/8" joints; mix different textures evenly; grout per manuf. recommendation; Color: TBD (submit for review and approval); coordinate lead time WALL BASEWB-10PAINTED MDF BASE moisture resistant mdf base, square edge profile; Sherwin Williams: Color SW 6991/BLACK MAGIC SEMIGLOSS6" high x 3/4" thick (total dims), eased edges (U.N.O.) Sherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. WALL TRIMTR-11METALSchluter Schiene, finish: brushed stainless steel EBBRUSHED STAINLESS STEEL REFER TO DWGS & V.I.F.SCHLUTER: Jason Eckard; 410-999-4490; jeckard@schluter.com install per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness of tile/detail so face of trim and face of tile align 107 RESIDENT LOUNGE CEILINGPT-15APAINTSherwin Williams: Color SW 6991/BLACK MAGICFLATN/ASherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. CEILINGPT-30PAINTSherwin Williams: Color SW 9545 GHOSTEDFLATN/ASherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. CEILINGWD-11WOODMaterial: American Elm or Thoroughbred Oak; Texture: Smooth; Grade/ Character: knots present - average size about a nickels' width or smaller, no holes or large checks CLEAR SATIN, UV RESISTANT REFER TO DWGS & V.I.F. (SOLID)ALKS: AJ Minite; 202-258-6359; ajminite@alks.com; (Wellborn+Wright or similar) concealed installation per manuf. recommendation; to be finished on all exposed sides; color to match control sample need to be submitted to and approved by interior designer; provide mock-up; 15% waste factor CEILINGWD-12WOODMaterial: American Elm or Thoroughbred Oak; Texture: Smooth; Grade/ Character: knots present - average size about a nickels' width or smaller, no holes or large checks CLEAR SATIN, UV RESISTANT REFER TO DWGS & V.I.F. (SOLID)ALKS: AJ Minite; 202-258-6359; ajminite@alks.com; (Wellborn+Wright or similar) concealed installation per manuf. recommendation; to be finished on all exposed sides; color to match control sample need to be submitted to and approved by interior designer; provide mock-up; 15% waste factor COUNTER TOP & VERTICAL RETURNS AT KITCHEN ACCENT & FIREPLACE TABLE ST-13COMPOSITE QUARTZ Caesarstone, color: Raw Concrete 4004, miter corners typ.all exposed edges finshed/polished 3/4" thick; REFER TO DWGSCAESARSTONE: Afi Douez; 202-738-3978; Afi.Douez@caesarstoneus.com install per manufacturer recommendation; coordinate lead time COUNTER TOP & VERTICAL RETURNS AT WORK STATION ST-12COMPOSITE QUARTZ Caesarstone, color: Raw Concrete 4004, use largest slabs available (10' long); square edges per manufacturer recommendation all exposed edges finshed/polished 3/4" thick; REFER TO DWGSCAESARSTONE: Afi Douez; 202-738-3978; Afi.Douez@caesarstoneus.com install per manufacturer recommendation; coordinate lead time COUNTER TOPS AT KITCHEN ST-14COMPOSITE QUARTZ Caesarstone, color: Frozen Terra 4601, use largest slabs available (10' long); square edges per manufacturer recommendation all exposed edges finshed/polished 3/4" thick; REFER TO DWGSCAESARSTONE: Afi Douez; 202-738-3978; Afi.Douez@caesarstoneus.com install per manufacturer recommendation; coordinate lead time FIRE PLACEFP-10FIRE PLACEVAPOR-FIRE FIREPLACE: AIDAN See-Thru 36” Diameter, 8” Flue - North American Designed and Manufactured by CF+D BLACK MATTE FINISHREFER TO DWGSCF+D custom fireplace design inc.: Vince Volpe; 1-866-909-3070; vince@customfireplacedesign.com Custom Vapor-Fire per manuf. Recommendation; provide plumbing/electrical as required by manufacturer; submit pebbles (at fire) for review and approval - to be black mexican, smooth finish, 3/4" in diameter FLOORLVT-11LUXURY VINYL TILE SHAW: Style: 0867V HERITAGE OAK 720C PLUS, Color: Bur Oak ; Wear Layer: 20 mil AS PER PRODUCTAs per product; 9" x 59"Shaw: Joseph Benavides; 240-285-3840; joseph.benavides@shawinc.com install per manuf. recommendation; flooring to extend beyond face of wall base - typ; stagger installation KITCHEN MILLWORK MEL-14LAMINATEPORCELANOSA/GAMADECOR: RESIDENCE LINE; FINISH: ROBLE NEGRO ( ALL INTERIOR OF THE CABINETS TO BE MATTE BLACK FINISH ) AS PER PRODUCTREFER TO DWGSPorcelanosa: Julie Zanuz; 305-815-7774; jzanuz@porcelanosa-usa.com provide continuous standard toekick made of aluminum, steel finish as required; 12-16 weeks lead time KITCHEN PULL/HARDWARE PUL-12METALIntegrated Aluminum ("J") handle - unless noted differently as integrated/ same color handle; full width SATIN ANODIZED ALUMINUM As per productPorcelanosa: Julie Zanuz; 305-815-7774; jzanuz@porcelanosa-usa.com part of specified product METAL BASE AT FIRE PLACE TABLE B-12METAL WALL BASE PURE+FREEFORM: Collection: Signature Series; Color: Black DiamondAS PER PRODUCT, matte REFER TO DWGS & V.I.F.www.purefreeform.com; kaitlyn@purefreeform.com; 952-529-5588 Color/finish to match control sample - needs to be submitted to and approved by architect; confirm any joints with architect - use longest length possible; miter corners typ., coordinate lead time; securely attached to substrate/concealed fasten METAL SHELVES AT KITCHEN MTL-15METAL1/8" thick metal plate shelf with ledge, powder coat w/matte black shop finish; crisp edges BLACK MATTE FINISHREFER TO DWGScustomcountersunk torx screw head (match finish) fasten method; even screw pattern - submit for review & approval METAL SUPPORTMTL-14METALsee detail 3/ID703 per struct. recommendation; powder coat w/matte black shop finish BLACK MATTE FINISHREFER TO DWGScustomconcealed fasten method METAL SURFACEMTL-13METALPURE+FREEFORM: Luxury Vintage Collection; Color: Brooklyn SteelAS PER PRODUCTREFER TO DWGSColor/finish to match control sample - need to be submited to and approved by architect MILLWORK SEATING WT-16LAMINAMCROSSVILLE: OXIDE 3+, Color: NeroAS PER PRODUCTAS PER PRODUCTMOSAICTILE COMPANY: Andrew Taylor; 301-717-9708; ataylor@mosaictileco.com install per manufacturer recommendation; no joints (full size); coordinate lead time MILLWORK SHELVES MW-13MDFPAINTED MOISTURE RESISTANT MDF, COLOR TBDSATIN SHEEN, UV RESISTANT, WATER/ STAIN RESISTANT 3/4" thick; REFER TO DWGSGC CHOICEsample needs to be submitted to and approved by Interior Designer PULL/HARDWAREPUL-16METALBRIZO Vettis; Double Robe HookBLACK MATTE FINISHAs per productBRIZO/DELTA: Samantha Givans; sam@barger.agency install per manuf. recommendation; confirm exact location w/ ID prior to installation TRANSITION STRIP TS-13METALSchluter RENO-V, finish: SATIN ANODIZED ALUMINUMANODIZED ALUMINUMREFER TO DWGS & V.I.F.SCHLUTER: Jason Eckard; 410-999-4490; jeckard@schluter.com install per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness of tile/detail; confirm ADA compliance UPHOLSTERYUP-11TextileWolf Gordon: Gabrielle, Color: Obsidian; Backing: Styrene-butadiene Rubber (SBR); Construction: Woven; 100,000+ double rubs Spill and stain-resistant treatment REFER TO DWGS & V.I.F.Wolf Gordon: Tracy Lewis; 240-418-4180; tracy.lewis@wolfgordon.com install per manufacturer recommendation; coordinate lead time WALLWC-10WALL COVERINGWolfGordon Connections; Collection Name: Tjep. Cubism; color: ConcreteAS PER PRODUCT, Fabric backed Vinyl REFER TO DWGS & V.I.F.Wolf Gordon: Tracy Lewis; 240-418-4180; tracy.lewis@wolfgordon.com install per manufacturer recommendation WALL ACCENTPT-13PAINTSherwin Williams: Color TBDFLATN/ASherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. WALL ACCENTPT-15PAINTSherwin Williams: Color SW 6991/BLACK MAGICFLATN/ASherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. WALL ACCENTWC-12WALL COVERINGWolfGordon Uncorked; Collection Name: Symphony; color: New York NightAS PER PRODUCTREFER TO DWGS & V.I.F.Wolf Gordon: Tracy Lewis; 240-418-4180; tracy.lewis@wolfgordon.com install per manufacturer recommendation WALL ACCENTWD-11WOODMaterial: American Elm or Thoroughbred Oak; Texture: Smooth; Grade/ Character: knots present - average size about a nickels' width or smaller, no holes or large checks CLEAR SATIN, UV RESISTANT REFER TO DWGS & V.I.F. (SOLID)ALKS: AJ Minite; 202-258-6359; ajminite@alks.com; (Wellborn+Wright or similar) concealed installation per manuf. recommendation; to be finished on all exposed sides; color to match control sample need to be submitted to and approved by interior designer; provide mock-up; 15% waste factor WALL ACCENTWD-12WOODMaterial: American Elm or Thoroughbred Oak; Texture: Smooth; Grade/ Character: knots present - average size about a nickels' width or smaller, no holes or large checks CLEAR SATIN, UV RESISTANT REFER TO DWGS & V.I.F. (SOLID)ALKS: AJ Minite; 202-258-6359; ajminite@alks.com; (Wellborn+Wright or similar) concealed installation per manuf. recommendation; to be finished on all exposed sides; color to match control sample need to be submitted to and approved by interior designer; provide mock-up; 15% waste factor WALL ACCENTWD-13WOODAcoustical ARTCONCEPTS: Akupanel: acoustic panels, Dimensions: 600mm x 2400mm ; Thickness: 20mm; Material: PET Polyester Fiber, MDF, Wood Veneer. color: TBD REFER TO DWGS & V.I.F.Josh Benjamin; 703-855-9672; Josh_ArchElements@msn.com install per manufacturer recommendation; flat black screws to attach to GWB; full size panels (no horizontal joints); coordinate lead time WALL ACCENTWT-13PORCELAIN TILEAnn Sacks: Savoy Design: Ribbed, Color: Lotus Linen AS PER PRODUCTAS PER PRODUCT; 2"x8"Ann Sacks: 202.299.0014; DC@annsacks.cominstall per manufacturer recommendation; grout (Urethane grout) per manuf. recommendation; Color: TBD (submit for review and approval); keep grout joint (1/16" per manuf. recommendation) consistant throughout pattern (to be sealed); coordinate lead time WALL BASEWB-10PAINTED MDF BASE moisture resistant mdf base, square edge profile; Sherwin Williams: Color SW 6991/BLACK MAGIC SEMIGLOSS6" high x 3/4" thick (total dims), eased edges (U.N.O.) Sherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. WALL TRIMTR-12METALAnodized Aluminum 90° Angle Molding, 2 Equal Sides (1")BLACK MATTE FINISHREFER TO DWGS & V.I.F.SCHLUTER: Jason Eckard; 410-999-4490; jeckard@schluter.com install per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness of tile/detail so face of trim and face of tile align WALL TRIMTR-16METALFry Reglet Wall Cover Trim Base and Termination - WCTBT125-217CLEAR ANODIZEDREFER TO DWGS & V.I.F.https://fryreglet.com/wall-covering-base-terminati on/ install per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness of tile/detail so face of trim and face of tile align WALL TRIMTR-17METALSchluter Quadec and Inside/Outside Corner as required,finish: textured color-coated aluminum - color: TSDA Dark Anthracite COLOR-COATED ALUMINUM REFER TO DWGS & V.I.F.SCHLUTER: Jason Eckard; 410-999-4490; jeckard@schluter.com install per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness of tile/detail so face of trim and face of tile align 108 FITNESS CENTER CEILINGPT-30PAINTSherwin Williams: Color SW 9545 GHOSTEDFLATN/ASherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. FLOORRB-10RUBBERECORE: Ecofit; color: 1213 Action!AS PER PRODUCTREFER TO DWGS, 4' wide rollSpartan Surfaces: Danny Boyle; 703-928-6508; DBoyle@spartansurfaces.com install per manufacturer recommendation; coordinate lead time - approx. 4-6 weeks lead time FLOORRB-11RUBBERECORE: Ecofit; color: 1214 Take OneAS PER PRODUCTREFER TO DWGS, 4' wide rollSpartan Surfaces: Danny Boyle; 703-928-6508; DBoyle@spartansurfaces.com install per manufacturer recommendation; coordinate lead time - approx. 4-6 weeks lead time FRAME AT MIRROR MF-10MIRROR FRAMEmoisture resistant mdf base, square edge profile; Sherwin Williams: to match WB-13 SEMIGLOSSREFER TO DWGS; 8" high x 3/4" thick (total dims) Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. MILLWORK SHELVES MW-11MDFMOISTURE RESISTANT MDF, PAINTED; COLOR "A": SW 0008/CAJUN RED & COLOR "B": SW 0032/NEEDLEPOINT NAVY SATIN SHEEN, UV RESISTANT, WATER/ STAIN RESISTANT REFER TO DWGSGC CHOICEsample needs to be submitted to and approved by Interior Designer MILLWORK SHELVES MW-12MDFMOISTURE RESISTANT MDF, NATURAL FINISHSATIN SHEEN, UV RESISTANT, WATER/ STAIN RESISTANT REFER TO DWGSGC CHOICEsample needs to be submitted to and approved by Interior Designer MIRRORMIR-10MIRRORTEMPERED CLEAR MIRROR, POLISHED EDGES, 1/4" THICK, FULL HEIGHT; Vinyl backed Mirror; 8" frame all sides MF-10 REFER TO DWGS & V.I.F.provide req'd blocking; securily attached to wall MIRRORMIR-11MIRRORTEMPERED CLEAR MIRROR, POLISHED EDGES, 1/4" THICK, FULL HEIGHT; Vinyl backed Mirror; 8" frame all sides MF-10 REFER TO DWGS & V.I.F.provide req'd blocking; securily attached to wall TRANSITION STRIP TS-13METALSchluter RENO-V, finish: SATIN ANODIZED ALUMINUMANODIZED ALUMINUMREFER TO DWGS & V.I.F.SCHLUTER: Jason Eckard; 410-999-4490; jeckard@schluter.com install per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness of tile/detail; confirm ADA compliance WALLPT-16PAINTSherwin Williams: Color SW 7641 COLONNADE GRAYEGGSHELLN/ASherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. WALL ACCENTWC-13WALL COVERINGLEVEL DIGITAL WALLCOVERING: Design #: L71702; Memphis; Color: Plasma (swap following colors: replace "4" w/ SW 0008/CAJUN RED, replace "2" w/ SW 7641/COLONNADE GRAY) AS PER PRODUCT, Textured Vinyl, w/ coating REFER TO DWGS & V.I.F.National Wallcovering: Jennifer Calhoun; 703-206-8824 jennifer.calhoun@nationalwallcovering.com; install per manufacturer recommendation; coordinate lead time; submit project specific pattern/layout for review and approval WALL BASEWB-13PAINTED MDF BASE moisture resistant mdf base, square edge profile; Sherwin Williams: Color SW 6991/BLACK MAGIC SEMIGLOSS8" high x 3/4" thick (total dims), eased edges Sherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. WALL TRIMTR-16METALFry Reglet Wall Cover Trim Base and Termination - WCTBT125-217CLEAR ANODIZEDREFER TO DWGS & V.I.F.https://fryreglet.com/wal l-covering-base-terminati on/ install per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness of tile/detail so face of trim and face of tile align LOCATION/ SURFACE FINISH CODEMATERIALPRODUCT/DESCRIPTIONFINISHSIZEMANUFACTURER/SUPPLIERREMARKS 100 VESTIBULE CEILINGPT-30PAINTSherwin Williams: Color SW 9545 GHOSTEDFLATN/ASherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. FLOORWM-10STAINLESS STEEL GRID Construction Specialties - Pedimat Gridline G6 and panAS PER PRODUCTREFER TO DWGS & V.I.F.install per manufacturer recommendation; depth to be coordinated w/ slab depression WALLPT-18PAINTSherwin Williams: Color SW 6991/BLACK MAGICFLATN/ASherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. WALL BASEWB-10PAINTED MDF BASE moisture resistant mdf base, square edge profile; Sherwin Williams: Color SW 6991/BLACK MAGIC SEMIGLOSS6" high x 3/4" thick (total dims), eased edges (U.N.O.) Sherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. 101 LOBBY CEILINGPT-18APAINT Sherwin Williams: Color SW 6991/BLACK MAGICFLATN/ASherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. CEILINGPT-30PAINTSherwin Williams: Color SW 9545 GHOSTEDFLATN/ASherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. CEILINGWD-10WOODMaterial: American Elm or Thoroughbred Oak; Texture: Smooth; Grade/ Character: knots present - average size about a nickels' width or smaller, no holes or large checks CLEAR SATIN, UV RESISTANT REFER TO DWGS & V.I.F. (SOLID)ALKS: AJ Minite; 202-258-6359; ajminite@alks.com; (Wellborn+Wright or similar) concealed installation per manuf. recommendation; to be finished on all exposed sides; color to match control sample need to be submitted to and approved by interior designer; provide mock-up; 15% waste factor COUNTER & SEATING TOP AND RETURNS ST-15STONEOPTION 1: BLACK MARBLE; Sahara Noir, Polished Marble Slab; minimal veins; OPTION 2: Black Marble honed; minimal veins all exposed edges finshed/polished 3/4" thick; REFER TO DWGSlocal supplierinstall per manuf. recommendation; slab to be selected by ID & owner (note that this type may change in Mail Room depening on selection available); coordinate lead time COUNTER TOPST-10COMPOSITE QUARTZ Daltile: ONE QUARTZ SURFACES; NQ69 ASH GREY - FINISH: HONEDall exposed edges finshed/polished 3/4" thick; REFER TO DWGSDaltile: Rebecca Hankins; 404-625-9091; Rebecca.Hankins@daltile.com install per manufacturer recommendation; coordinate lead time FLOORT-10PORCELAIN TILEEdimax Kardoso ; color: gray; finish: matte (12″x24″) & Decoro Scratch (6″x24″) AS PER PRODUCT MATTE MIX SIZES (HALF 12"x24" & HALF 6"x24") MOSAICTILE COMPANY: Andrew Taylor; 301-717-9708; ataylor@mosaictileco.com install & prep floor per manufacturer recommendation; provide required movement joints (Schluter-Dilex-color TBD); 1/8" grout joint (to be sealed), per manuf. recommendation; color: to match darkest color of tile (submit for review and approval); provide mock-up for review and approval; coordinate lead time METAL BASE AT CONCIERGE DESK & SEATING B-10METAL WALL BASE PURE+FREEFORM: Collection: Signature Series; Color: Black DiamondAS PER PRODUCT, matte REFER TO DWGS & V.I.F.www.purefreeform.com; kaitlyn@purefreeform.com; 952-529-5588 Color/finish to match control sample - needs to be submitted to and approved by architect; confirm any joints with architect - use longest length possible; miter corners typ., coordinate lead time; securely attached to substrate/concealed fasten METAL BASE AT PLANTER B-11METAL WALL BASE PURE+FREEFORM: Collection: Signature Series; Color: Black DiamondAS PER PRODUCT, matte REFER TO DWGS & V.I.F.www.purefreeform.com; kaitlyn@purefreeform.com; 952-529-5588 Color/finish to match control sample - needs to be submitted to and approved by architect; confirm any joints with architect - use longest length possible; miter corners typ., coordinate lead time; securely attached to substrate/concealed fasten METAL FRAME AT CONCIERGE DESK MTL-11METAL1" thick metal shelf, powder coat w/matte black shop finish; crisp edges, miter joints, typical BLACK MATTE FINISHREFER TO DWGScustomconcealed fasten method typ. for all exposed surfaces; coordinate lead time; provide mock-up for review and approval prior to fabrication METAL FRAME AT OPENING MTL-12METAL3/4" thick metal frame, powder coat w/matte black shop finish; crisp edges, miter joints, typical BLACK MATTE FINISHREFER TO DWGScustomanchored securily to the slab above, GC to coordinate, provide adequate support in ceiling METAL SHELFMTL-16METAL1/8" thick metal plate shelf with ledge, powder coat w/matte black shop finish; crisp edges BLACK MATTE FINISHREFER TO DWGScustomcountersunk torx screw head (match finish) fasten method; even screw pattern - submit for review & approval METAL SHELF AT WALL BEHIND CONCIERGE DESK MTL-10METAL3/4" thick metal shelf, powder coat w/matte black shop finish; crisp edges, miter joints, typical BLACK MATTE FINISHREFER TO DWGScustomconcealed fasten method typ. for all exposed surfaces; coordinate lead time; provide mock-up for review and approval prior to fabrication MILLWORKMEL-10LAMINATEPORCELANOSA/GAMADECOR: RESIDENCE LINE; FINISH: ROBLE NEGRO ( ALL INTERIOR OF THE CABINETS TO BE MATTE BLACK FINISH ) AS PER PRODUCTREFER TO DWGSPorcelanosa: Julie Zanuz; 305-815-7774; jzanuz@porcelanosa-usa.com provide locks on each cabinet per owner advice; provide continuous standard toekick made of aluminum, steel finish as required; 12-16 weeks lead time MILLWORK CONCIERGE DESK MW-10WOOD VENEERBROGANWOODPRODUCTS LLC, Product Line: Exclusive EH Line, Type: Plain Grey Dark, Finish: Clear Acrylic Polyurethane by ILVA ( ALL INTERIOR OF THE CABINETS TO BE MATTE BLACK FINISH ) SATIN SHEEN, UV RESISTANT REFER TO DWGSinfo@scottbrogangroup.com; 973-448-2934to match control sample - need to be submitted to and approved by Interior Designer; provide locks on each cabinet per owner advice PLANTERPL-10PLANTERCustom Planter, stone gladding: Daltile: ONE QUARTZ SURFACES; NQ69 ASH GREY - FINISH: HONED AS PER PRODUCTREFER TO DWGSDaltile: Rebecca Hankins; 404-625-9091; Rebecca.Hankins@daltile.com install per manufacturer recommendation; no grout joints; miter corner; coordinate lead time PULLS AT CAFE STATION PUL-11METALintegrated/ same color handle; full widthAS PER PRODUCTAs per productPorcelanosa: Julie Zanuz; 305-815-7774; jzanuz@porcelanosa-usa.com part of specified product PULLS AT DESKPUL-10METAL2" Tab PullBLACK MATTE FINISH1.41" H x 2" W x 0.79" DSchwinn Design; 2" Tab Pullinstall per manuf. recommendation; confirm exact location w/ ID prior to installation RESIN PANELRES-10RESIN3FORM : 1/2" thick Varia Ecoresin, color/Style: Noir N58+Powder D03; Front Finish: Vellum F04; Back Finish: Sandstone F01 REFER TO DWGS3Form: Jamie Kessler; 703-431-1316; jamie.kessler@3 form.com secure top and bottom only, all exposed edges to be sanded smooth per manuf recommendation,concealed fasten method SIGNAGESG-10CONCIERGE SIGNAGE SEE 2/ ID702REFER TO DWGSconfirm w/ owner prior to fabrication TRANSITION STRIP TS-10METALSchluter RENO-RAMP, finish: SATIN ANODIZED ALUMINUMANODIZED ALUMINUMREFER TO DWGS & V.I.F.SCHLUTER: Jason Eckard; 410-999-4490; jeckard@schluter.com install per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness of tile/detail so face of transition strip and face of tile align; confirm ADA compliance TRANSITION STRIP TS-12METALSchluter DILEX-KSN, finish: TBDBRUSHED STAINLESS STEEL REFER TO DWGS & V.I.F.SCHLUTER: Jason Eckard; 410-999-4490; jeckard@schluter.com install per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness of tile/detail so face of transition strip and face of tile align; confirm ADA compliance TRANSITION STRIP TS-13METALSchluter RENO-V, finish: SATIN ANODIZED ALUMINUMANODIZED ALUMINUMREFER TO DWGS & V.I.F.SCHLUTER: Jason Eckard; 410-999-4490; jeckard@schluter.com install per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness of tile/detail; confirm ADA compliance UPHOLSTERYUP-10TextileWolf Gordon: Gabrielle, Color: Moonstone; Backing: Styrene-butadiene Rubber (SBR); Construction: Woven; 100,000+ double rubs Spill and stain-resistant treatment REFER TO DWGS & V.I.F.Wolf Gordon: Tracy Lewis; 240-418-4180; tracy.lewis@wolfgordon.com install per manufacturer recommendation; coordinate lead time WALLPT-10PAINTSherwin Williams: Color TBDFLAT (EGGSHELL IN PACKAGE R. ONLY) N/ASherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. WALL ACCENTBR-10THIN BRICKto match adjacent exterior brick (adjacent to vestibule - MUDBOX SMOOTH, GEORGETOWNE); provide corner piece brick at corners AS PER PRODUCTREFER TO DWGSWATSONTOWN BRICK COMPANYinstall per manufacturer recommendation - 3/8" grout joints, color TBD; use thin set mortar (1/4" notched trowel) on 1/2" cement board - coordinate lead time WALL ACCENTPT-12PAINTSherwin Williams: Color TBDFLATN/ASherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. WALL ACCENTPT-18PAINTSherwin Williams: Color SW 6991/BLACK MAGICFLATN/ASherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. WALL ACCENTWD-10WOODMaterial: American Elm or Thoroughbred Oak; Texture: Smooth; Grade/ Character: knots present - average size about a nickels' width or smaller, no holes or large checks CLEAR SATIN, UV RESISTANT REFER TO DWGS & V.I.F. (SOLID)ALKS: AJ Minite; 202-258-6359; ajminite@alks.com; (Wellborn+Wright or similar) concealed installation per manuf. recommendation; to be finished on all exposed sides; color to match control sample need to be submitted to and approved by interior designer; provide mock-up; 15% waste factor WALL ACCENTWT-11PORCELAIN STONEWARE COVER design by Patricia Urquiola; GRID color: grey; 6mm thick - 47"x94"AS PER PRODUCTREFER TO DWGS & V.I.F.TILEBAR: Ely Atias; 323.334.5270; Ely@tilebar.com install per manufacturer recommendation; 1/16" joints where needed; grout to match tile finish (submit for review and approval); GC to coordinate lead time WALL BASEWB-10PAINTED MDF BASE moisture resistant mdf base, square edge profile; Sherwin Williams: Color SW 6991/BLACK MAGIC SEMIGLOSS6" high x 3/4" thick (total dims), eased edges (U.N.O.) Sherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. 102 PACKAGE ROOM CEILINGPT-30PAINTSherwin Williams: Color SW 9545 GHOSTEDFLATN/ASherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. FLOORPC-10CONCRETESEE SPECSPolished and sealedREFER TO DWGSinstall per manufacturer recommendation SHELVINGMS-10METAL SHELVINGhttp://e-zshelving.com/metal-shelving-systems/See specs TRANSITION STRIP TS-10METALSchluter RENO-RAMP, finish: SATIN ANODIZED ALUMINUMANODIZED ALUMINUMREFER TO DWGS & V.I.F.SCHLUTER: Jason Eckard; 410-999-4490; jeckard@schluter.com install per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness of tile/detail so face of transition strip and face of tile align; confirm ADA compliance WALLPT-10PAINTSherwin Williams: Color TBDFLAT (EGGSHELL IN PACKAGE R. ONLY) N/ASherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. WALL BASEWB-10PAINTED MDF BASE moisture resistant mdf base, square edge profile; Sherwin Williams: Color SW 6991/BLACK MAGIC SEMIGLOSS6" high x 3/4" thick (total dims), eased edges (U.N.O.) Sherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. 103 MAIL ROOM CEILINGPT-11APAINTSherwin Williams: Color SW 9545 GHOSTEDFLATN/ASherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. COUNTER TOP AND RETURNS ST-15STONEOPTION 1: BLACK MARBLE; Sahara Noir, Polished Marble Slab; minimal veins; OPTION 2: Black Marble honed; minimal veins all exposed edges finshed/polished 3/4" thick; REFER TO DWGSlocal supplierinstall per manuf. recommendation; slab to be selected by ID & owner (note that this type may change in Mail Room depening on selection available); coordinate lead time FLOORT-10PORCELAIN TILEEdimax Kardoso ; color: gray; finish: matte (12″x24″) & Decoro Scratch (6″x24″) AS PER PRODUCT MATTE MIX SIZES (HALF 12"x24" & HALF 6"x24") MOSAICTILE COMPANY: Andrew Taylor; 301-717-9708; ataylor@mosaictileco.com install & prep floor per manufacturer recommendation; provide required movement joints (Schluter-Dilex-color TBD); 1/8" grout joint (to be sealed), per manuf. recommendation; color: to match darkest color of tile (submit for review and approval); provide mock-up for review and approval; coordinate lead time MAILBOX & FRAME MB-10METALAF Florence: versatile 4C Mailbox, 4C11D-10; color: matte BlackAS PER PRODUCTREFER TO DWGSAF FlorenceRefer to Drawings and specs METAL FRAMEMTL-12METAL3/4" thick metal frame, powder coat w/matte black shop finish; crisp edges, miter joints, typical BLACK MATTE FINISHREFER TO DWGScustomanchored securily to the slab above, GC to coordinate, provide adequate support in ceiling MILLWORKMEL-15LAMINATEPORCELANOSA/GAMADECOR: RESIDENCE LINE; FINISH: ROBLE NEGRO ( ALL INTERIOR OF THE CABINETS TO BE MATTE BLACK FINISH ) AS PER PRODUCTREFER TO DWGSPorcelanosa: Julie Zanuz; 305-815-7774; jzanuz@porcelanosa-usa.com provide locks on each cabinet per owner advice; provide continuous standard toekick made of aluminum, steel finish as required; 12-16 weeks lead time PULL/HARDWAREPUL-15METALIntegrated Aluminum ("J") handle; full widthSATIN ANODIZED ALUMINUM As per productPorcelanosa: Julie Zanuz; 305-815-7774; jzanuz@porcelanosa-usa.com part of specified product TRANSITION STRIP TS-10METALSchluter RENO-RAMP, finish: SATIN ANODIZED ALUMINUMANODIZED ALUMINUMREFER TO DWGS & V.I.F.SCHLUTER: Jason Eckard; 410-999-4490; jeckard@schluter.com install per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness of tile/detail so face of transition strip and face of tile align; confirm ADA compliance TRANSITION STRIP TS-12METALSchluter DILEX-KSN, finish: TBDBRUSHED STAINLESS STEEL REFER TO DWGS & V.I.F.SCHLUTER: Jason Eckard; 410-999-4490; jeckard@schluter.com install per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness of tile/detail so face of transition strip and face of tile align; confirm ADA compliance WALLPT-12PAINTSherwin Williams: Color TBDFLATN/ASherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. WALL ACCENTPT-11PAINTSherwin Williams: Color SW 9545 GHOSTEDFLATN/ASherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. WALL ACCENTWT-15GLAZED WALL TILE Santos DUET: CHARCOAL (GLOSSY/MATTE ON EACH TILE, MIX OF DIFFERENT GLAZING SIZE) AS PER PRODUCT2"X4", PATTERN AS SHOWN ON 4/ID605 Design and Direct Source; info@designanddirectsource.com; 503-525-0600; www.dds-tile.com install per manufacturer recommendation; grout per manuf. recommendation; keep grout joint - 1/8" (color to match tile submit for review and approval) consistant throughout pattern; coordinate lead time WALL BASEWB-11PAINTED MDF BASE moisture resistant mdf base, square edge profile; Sherwin Williams: Color SW 6991/BLACK MAGIC SEMIGLOSS6" high x 3/4" thick (total dims), eased edges Sherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. WALL TRIMTR-14METALSchluter Schiene, finish: brushed stainless steel EBBRUSHED STAINLESS STEEL REFER TO DWGS & V.I.F.SCHLUTER: Jason Eckard; 410-999-4490; jeckard@schluter.com install per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness of tile/detail so face of trim and face of tile align 104 LEASING OFFICE CEILINGPT-30PAINTSherwin Williams: Color SW 9545 GHOSTEDFLATN/ASherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. COUNTER TOPST-17COMPOSITE QUARTZ Caesarstone, color: 4001 Fresh Concrete, use largest slabs available (10' long); square edges per manufacturer recommendation all exposed edges finshed/polished 3/4" thick; REFER TO DWGSCAESARSTONE: Afi Douez; 202-738-3978; Afi.Douez@caesarstoneus.com install per manufacturer recommendation; coordinate lead time FLOORCPT-10CARPETSHAW, carpet tile, rethread tile; collection: modern edit; style number: 5T165, color: heritage blue; color number: 64481 AS PER PRODUCTREFER TO DWGS, tile size: 18"x36"Shaw: Leslie Jones; 410-908-9320; leslie.jones@shawinc.com install per manufacturer recommendation; ASHLAR pattern; see Finish Floor Plan for installation starting point; coordinate lead time MILLWORKMEL-11HPLPORCELANOSA/GAMADECOR: RESIDENCE LINE; FINISH: TOPO BRILLO; ( ALL INTERIOR OF THE CABINETS TO BE WHITE FINISH ) AS PER PRODUCTREFER TO DWGSPorcelanosa: Julie Zanuz; 305-815-7774; jzanuz@porcelanosa-usa.com provide locks on each cabinet per owner advice; provide continuous standard toekick made of aluminum, steel finish as required; 12-16 weeks lead time PULL/HARDWAREPUL-14METALIntegrated Aluminum ("J") handle; full widthSATIN ANODIZED ALUMINUM As per productPorcelanosa: Julie Zanuz; 305-815-7774; jzanuz@porcelanosa-usa.com part of specified product TRANSITION STRIP TS-13METALSchluter RENO-V, finish: SATIN ANODIZED ALUMINUMANODIZED ALUMINUMREFER TO DWGS & V.I.F.SCHLUTER: Jason Eckard; 410-999-4490; jeckard@schluter.com install per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness of tile/detail; confirm ADA compliance WALLART-1ARTPlyboo: Panel Collection Name: Futura™ Sound; Color: TBD; Dimensions: 47 ¾”x47 ¾”x¾” each; geometry: Squares;Noise Reduction Coefficient: NRC .7 (or greater); Material: Plyboo Real Core bamboo; Fire Rating: Class B AS PER PRODUCTREFER TO DWGSPLYBOO: Victoria Rickert; 802-777-7709; victoria@plyboo.com install per manufacturer recommendation (continuous Z-clip bar at 6"-8" off the top and bottom, painted to match the adjacent wall finish prior to installation); provide adequate blocking in wall; confirm design/orientation w/ Interior Designer, submit shop drawings for review and approval; coordinate lead time WALLPT-19PAINTSherwin Williams: Color SW 7641 COLONNADE GRAYFLATN/ASherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. WALL ACCENTWC-11WALL COVERINGMDC Sketchbook; color: Graphite | DG1093; pattern match: non-reversable straight across match AS PER PRODUCT, non-woven backed vinyl REFER TO DWGS & V.I.F.MDC: Sal Vitale ; 856-562-0146 ; SVitale@mdcwall.com install per manufacturer recommendation WALL BASEWB-10PAINTED MDF BASE moisture resistant mdf base, square edge profile; Sherwin Williams: Color SW 6991/BLACK MAGIC SEMIGLOSS6" high x 3/4" thick (total dims), eased edges (U.N.O.) Sherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. General Note:Provide shades at windows in Resident Lounge and on West wall of Fitness Center. Shades ( roller shades: MechoSystems, ThermoVeil Satin/Diamond Weave -1-2% Openess Factor -color: TBD -confirm which face goes on the Interior ) are part of the base building. Provide adequate support, typical. 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION AMENITY SPACE FINISH SCHEDULE ID802 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT COMMON AREA FINISH SCHEDULE LOCATION/S URFACE FINISH CODEMATERIALPRODUCT/DESCRIPTIONFINISHSIZEMANUFACTURER/SUPPLIERREMARKS LOCATION/S URFACE FINISH CODEMATERIALPRODUCT/DESCRIPTIONFINISHSIZEMANUFACTU RER/SUPPLIERREMARKS 109 YOGA STUDIO CEILINGPT-30PAINTSherwin Williams: Color SW 9545 GHOSTEDFLATN/ASherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. FLOORLVT-10LUXURY VINYL TILE SHAW: Style: 0866V CATHEDRAL OAK 720C PLUS, Color: Charred Oak ; Wear Layer: 20 mil AS PER PRODUCTAs per product; 9" x 59"Shaw: Joseph Benavides; 240-285-3840; joseph.benavides@shawinc.com install per manuf. recommendation; flooring to extend beyond face of wall base - typ; stagger installation FRAME AT MIRROR MF-10MIRROR FRAMEmoisture resistant mdf base, square edge profile; Sherwin Williams: to match WB-13 SEMIGLOSSREFER TO DWGS; 8" high x 3/4" thick (total dims) Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. MIRRORMIR-13MIRRORTEMPERED CLEAR MIRROR, POLISHED EDGES, 1/4" THICK, FULL HEIGHT; Vinyl backed Mirror; 8" frame all sides MF-10 REFER TO DWGS & V.I.F.provide req'd blocking; securily attached to wall TRANSITION STRIP TS-13METALSchluter RENO-V, finish: SATIN ANODIZED ALUMINUMANODIZED ALUMINUMREFER TO DWGS & V.I.F.SCHLUTER: Jason Eckard; 410-999-4490; jeckard@schluter.com install per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness of tile/detail; confirm ADA compliance WALLPT-16PAINTSherwin Williams: Color SW 7641 COLONNADE GRAYEGGSHELLN/ASherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. WALL BASEWB-13PAINTED MDF BASE moisture resistant mdf base, square edge profile; Sherwin Williams: Color SW 6991/BLACK MAGIC SEMIGLOSS8" high x 3/4" thick (total dims), eased edges Sherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. 110 PET SPA CEILINGPT-30PAINTSherwin Williams: Color SW 9545 GHOSTEDFLATN/ASherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. COUNTER TOPST-11COMPOSITE QUARTZ Caesarstone, color: 4003 Sleek Concrete, use largest slabs available (10' long); square edges per manufacturer recommendation all exposed edges finshed/polished 3/4" thick; REFER TO DWGSCAESARSTONE: Afi Douez; 202-738-3978; Afi.Douez@caesarstoneus.com install per manufacturer recommendation; coordinate lead time FLOORPC-10CONCRETESEE SPECSPolished and sealedREFER TO DWGSinstall per manufacturer recommendation GLASS PARTITION AT SHOWER GL-10GLASS PARTITION frameless 3/8" tempered clear glass panel w/ beveled polished edges, 1" corner radius; PROVIDE CRL BRITE ANODIZED 3/8" FIXED PANEL SHOWER DOOR DEEP U-CHANNEL WET GLAZED W/ CLEAR SILICONE TO SECURE GLASS, TO BOTTOM AND SIDE REFER TO DWGS & V.I.F.install per manufacturer recommendation MILLWORKMEL-12HPLPORCELANOSA/GAMADECOR: RESIDENCE LINE; FINISH: CEMENT BRILLO; OPEN SHELVES (BACK PANEL FINISHED; CONCEALED FASTEN METHOD) AS PER PRODUCTREFER TO DWGSPorcelanosa: Julie Zanuz; 305-815-7774; jzanuz@porcelanosa-usa.com 12-16 weeks lead time PULL/HARDWAREPUL-13METALIntegrated Aluminum ("J") handle; full widthSATIN ANODIZED ALUMINUM As per productPorcelanosa: Julie Zanuz; 305-815-7774; jzanuz@porcelanosa-usa.com part of specified product PULL/HARDWAREPUL-17METAL11515 TOWEL HOOK (two concealed hook posts)CHROME-PLATEDAs per productKEUCO, EDITION 400install per manuf. recommendation; confirm exact location w/ ID prior to installation STEPSWT-17MOSAIC (SMALL)BWS-4M 1”x1” WhiteAS PER PRODUCTREFER TO DWGSMOSAICTILE COMPANY: Andrew Taylor; 301-717-9708; ataylor@mosaictileco.com install per manuf. recommendation; grout per manuf. recommendation (epoxy grout); Color: to match WT-10 grout (submit for review and approval); joint width to match throughout the pattern TRANSITION STRIP TS-10METALSchluter RENO-RAMP, finish: SATIN ANODIZED ALUMINUMANODIZED ALUMINUMREFER TO DWGS & V.I.F.SCHLUTER: Jason Eckard; 410-999-4490; jeckard@schluter.com install per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness of tile/detail so face of transition strip and face of tile align; confirm ADA compliance WALLPT-17PAINTSherwin Williams: Color SW 7629 GRAPYSEMIGLOSSN/ASherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. WALL ACCENTST-11COMPOSITE QUARTZ Caesarstone, color: 4003 Sleek Concrete, use largest slabs available (10' long); square edges per manufacturer recommendation all exposed edges finshed/polished 3/4" thick; REFER TO DWGSCAESARSTONE: Afi Douez; 202-738-3978; Afi.Douez@caesarstoneus.com install per manufacturer recommendation; coordinate lead time WALL ACCENTWT-10PORCELAIN STONEWARE HARMONY - TONAL by RAW COLOR; COLOR: Tonal White Q7, mix of 1/20 & 2/20 & 3/20 AS PER PRODUCT7 7/8 * 7 7/8 * 5/16, AS PER PRODUCT TILEBAR: Ely Atias; 323.334.5270; Ely@tilebar.com install per manuf. recommendation; 1/8" joints; grout per manuf. recommendation (epoxy grout); Color: to match dark portion of tile (submit for review and approval); joint width to match throughout the pattern WALL BASEWB-12RUBBERMillwork Wall Finishing System: Mandalay MW-XX-H6 , color to match concrete floor (submit options for review and approval once flooring is complete) AS PER PRODUCT6" high x .375" thickTarkett; https://commercial.tarkett.cominstall per manuf. recommendation WALL TRIMTR-10METALSchluter Quadec and Inside/Outside Corner as required, finish: brushed stainless steel EB BRUSHED STAINLESS STEEL REFER TO DWGS & V.I.F.SCHLUTER: Jason Eckard; 410-999-4490; jeckard@schluter.com install per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness of tile/detail so face of trim and face of tile align WALL TRIMTR-15METALSchluter Schiene, finish: brushed stainless steel EBBRUSHED STAINLESS STEEL REFER TO DWGS & V.I.F.SCHLUTER: Jason Eckard; 410-999-4490; jeckard@schluter.com install per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness of tile/detail so face of trim and face of tile align 112 &113 RESTROOM CEILINGPT-30PAINTSherwin Williams: Color SW 9545 GHOSTEDFLATN/ASherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. COUNTER TOPST-16COMPOSITE QUARTZ Daltile: ONE QUARTZ SURFACES; NQ69 ASH GREY - FINISH: HONEDall exposed edges finshed/polished 3/4" thick; REFER TO DWGSDaltile: Rebecca Hankins; 404-625-9091; Rebecca.Hankins@daltile.com install per manufacturer recommendation; coordinate lead time FLOORT-11PORCELAIN TILEEdimax Kardoso ; color: gray; finish: matte (12″x24″)AS PER PRODUCT MATTE 12"x24"MOSAICTILE COMPANY: Andrew Taylor; 301-717-9708; ataylor@mosaictileco.com install & prep floor per manufacturer recommendation; 1/8" grout joint (to be sealed), per manuf. recommendation; color: to match darkest color of tile (submit for review and approval); provide mock-up for review and approval; coordinate lead time MILLWORKMEL-13LAMINATEPORCELANOSA/GAMADECOR: RESIDENCE LINE; FINISH: ROBLE NEGRO AS PER PRODUCTREFER TO DWGSPorcelanosa: Julie Zanuz; 305-815-7774; jzanuz@porcelanosa-usa.com 12-16 weeks lead time MIRRORMIR-12MIRRORTEMPERED CLEAR MIRROR, POLISHED EDGES, 1/4" THICK, FULL HEIGHT; Vinyl backed Mirror REFER TO DWGS & V.I.F.provide req'd blocking; securily attached to wall TRANSITION STRIP TS-11METALSchluter Schiene, finish: brushed stainless steel EBANODIZED ALUMINUMREFER TO DWGS & V.I.F.SCHLUTER: Jason Eckard; 410-999-4490; jeckard@schluter.com install per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness of tile/detail so face of transition strip and face of tile align; confirm ADA compliance WALLPT-14PAINTSherwin Williams: Color SW 7642 PAVESTONESEMIGLOSSN/ASherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. WALL ACCENTWT-14PORCELAIN TILECOVER design by Patricia Urquiola; NUBE color: black; 6mm thick - 47"x94"AS PER PRODUCTREFER TO DWGS & V.I.F.TILEBAR: Ely Atias; 323.334.5270; Ely@tilebar.com install per manufacturer recommendation; 1/16" joints where needed; grout to match tile finish (submit for review and approval); GC to coordinate lead time WALL BASEWB-14PAINTED MDF BASE moisture resistant mdf base, square edge profile; Sherwin Williams: Color SW 6991/BLACK MAGIC SEMIGLOSS8" high x 3/4" thick (total dims), eased edges Sherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. WALL TRIMTR-13METALSchluter Schiene-Step, finish: brushed stainless steel EBBRUSHED STAINLESS STEEL REFER TO DWGS & V.I.F.SCHLUTER: Jason Eckard; 410-999-4490; jeckard@schluter.com install per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness of tile/detail so face of trim and face of tile align 114 EXIT CORRIDOR CEILINGPT-30PAINTSherwin Williams: Color SW 9545 GHOSTEDFLATN/ASherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. FLOORT-10PORCELAIN TILEEdimax Kardoso ; color: gray; finish: matte (12″x24″) & Decoro Scratch (6″x24″) AS PER PRODUCT MATTE MIX SIZES (HALF 12"x24" & HALF 6"x24") MOSAICTILE COMPANY: Andrew Taylor; 301-717-9708; ataylor@mosaictileco.com install & prep floor per manufacturer recommendation; provide required movement joints (Schluter-Dilex-color TBD); 1/8" grout joint (to be sealed), per manuf. recommendation; color: to match darkest color of tile (submit for review and approval); provide mock-up for review and approval; coordinate lead time FLOORWM-10STAINLESS STEEL GRID Construction Specialties - Pedimat Gridline G6 and panAS PER PRODUCTREFER TO DWGS & V.I.F.install per manufacturer recommendation; depth to be coordinated w/ slab depression RAILING AT RAMPR-10METALcustom decorative metal railing, prefinished/shop-applied powder coat, matte black, provide flat end caps at returns to wall at each end; top of handrail at 3'-0"; pass handrail 1'-0" on each end of ramp REFER TO DWGScustom TRANSITION STRIP TS-10METALSchluter RENO-RAMP, finish: SATIN ANODIZED ALUMINUMANODIZED ALUMINUMREFER TO DWGS & V.I.F.SCHLUTER: Jason Eckard; 410-999-4490; jeckard@schluter.c om install per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness of tile/detail so face of transition strip and face of tile align; confirm ADA compliance WALLPT-18PAINTSherwin Williams: Color SW 6991/BLACK MAGICFLATN/ASherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. WALL ACCENTBR-10THIN BRICKto match adjacent exterior brick (adjacent to vestibule - MUDBOX SMOOTH, GEORGETOWNE); provide corner piece brick at corners AS PER PRODUCTREFER TO DWGSWATSONTOWN BRICK COMPANYinstall per manufacturer recommendation - 3/8" grout joints, color TBD; use thin set mortar (1/4" notched trowel) on 1/2" cement board - coordinate lead time WALL BASEWB-10PAINTED MDF BASE moisture resistant mdf base, square edge profile; Sherwin Williams: Color SW 6991/BLACK MAGIC SEMIGLOSS6" high x 3/4" thick (total dims), eased edges (U.N.O.) Sherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. TYP. CORRIDOR CEILINGPT-21PAINTSherwin Williams: Color SW 9545 GHOSTEDFLATN/ASherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. FLOORCPT-20CARPETPadcraft 10572 COLOUR INTERFERENCE COLLECTION: OPTIC LIGHT; COLOR: SAND 00150 AS PER PRODUCTREFER TO DWGS, tile size: 12"x48"Padcraft: Erin Kelly; 240.672.1264; erin.kelly@patcraft.com install per manufacturer recommendation; pattern: see Finish Floor Plan; see Finish Floor Plan for installation starting point; coordinate lead time FLOOR ACCENTCPT- 21CARPETPadcraft 10572 COLOUR INTERFERENCE COLLECTION: OPTIC LIGHT; COLOR: ORANGE-SAND 00152 AS PER PRODUCTREFER TO DWGS, tile size: 12"x48"Padcraft: Erin Kelly; 240.672.1264; erin.kelly@patcraft.com install per manufacturer recommendation; pattern: see Finish Floor Plan; see Finish Floor Plan for installation starting point; coordinate lead time SIGNAGESG-20UNIT SIGNAGESEE 1&5/ ID710REFER TO DWGSconfirm w/ owner prior to fabrication UNIT ENTRANCE ACCENT WC-21WALL COVERINGMDC Sketchbook; color: Graphite | DG1093; pattern match: non-reversable straight across match AS PER PRODUCT, non-woven backed vinyl REFER TO DWGSMDC: Sal Vitale ; 856-562-0146 ; SVitale@mdcwall.com install per manufacturer recommendation; coordinate lead time WALLPT-20PAINTSherwin Williams: Color SW 7641 COLONNADE GRAYFLATN/ASherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwi n.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. WALL ACCENTPT-22PAINTSherwin Williams: Color SW 7674 PEPPERCORNFLATN/ASherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. WALL BASEWB-20PAINTED MDF BASE moisture resistant mdf base, square edge profile; Sherwin Williams: Color SW 6991/BLACK MAGIC SEMIGLOSS6" high x 3/4" thick (total dims), eased edges Sherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. WALL TRIMTR-16METALFry Reglet Wall Cover Trim Base and Termination - WCTBT125-217CLEAR ANODIZEDREFER TO DWGS & V.I.F.https://fryreglet.com/wall-covering-base-terminati on/ install per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness of tile/detail so face of trim and face of tile align TYP. ELEVATOR FLOORCAB-10PORCELAIN TILETO MATCH T-11AS PER PRODUCT12"x24"MOSAICTILE COMPANY: Andrew Taylor; 301-717-9708; ataylor@mosaictileco.c om install & prep floor per manufacturer recommendation; 1/8" grout joint (to be sealed), per manuf. recommendation; color: to match darkest color of tile (submit for review and approval); provide mock-up for review and approval; coordinate lead time SIGNAGESG-11ELEVATOR SIGNAGE Finish: satin stainless steel, no exposed fastener, stainless steel floor indicator with white lights (layout per ID-elevations) REFER TO DWGSsubmit layout for review and approval WALLSCAB-11VARIESForms + Surfaces LEVELe-105: Capture panels in custom wood veneer - to match WD-10 (one panel each elevation) and vivichrome chromis (configuration: reflect/color: white/finish: opalex), handrail panel: satin stainless finish; base material: satin stainless steel; extrusion and corner reveal color: aluminum clear anodized; handrail type: quadrant; handrail in satin stainless steel with vise stand off in satin stainless steel; siz-panel suspended island design ceiling (panels consist of satin stainless finish faces on a fire-rated structural backer) with LED perimeter lighting AS PER PRODUCTSREFER TO DWGSForms+Surfaces: Roger Wilson; 678-296-4043; roger.wilson@forms-surfaces.com install per manufacturer recommendation; submit layout for review and approval; coordinate lead time General Note:Provide shades at windows in Resident Lounge and on West wall of Fitness Center. Shades ( roller shades: MechoSystems, ThermoVeil Satin/Diamond Weave -1-2% Openess Factor -color: TBD -confirm which face goes on the Interior ) are part of the base building. Provide adequate support, typical. 1 1 1 1 1 1 1 1 1 11 11 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATE DESCRIPTION PLUMB. & APPLIANCE SCHEDULES ID803 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT Description Appliance Code Model Number Manufacturer Product Description Remarks COMMERCIAL FRIDGE AP-30 MXM2-48R MAXX COLD, X-SERIES 2 Glass Swing Door Refrigerated Merchandiser; ENERGY STAR®; SIZE: 54" x 32" x 79", 48 Cu Ft - Coated Steel Exterior and Interior, Electronic thermostat and digital LED temperature, display for accurate control and easy reading, CFC free refrigerant and foam, Self-closing door, Magnetic gasket, Triple pane glass on freezer, double pane on refrigerators, Powder coated cold rolled steel walls and cabinet, stainless steel floor, LED lamps WWW.MAXXCOLD.COM Description Appliance Code Model Number Manufacturer Product Description Remarks REFRIGERATOR AP-10 Liebherr UR500 LIEBHERR 24 Inch Built-In Undercounter Refrigerator with GlassLine Shelves, Egg Tray, Gallon Storage, LED Lighting, VarioBox, Vegetable Drawer, Electronic Display, SuperCool, SuperQuiet, SoftSystem, Panel Ready, 4.8 cu. ft. Capacity, Sabbath Mode, Star-K Certified, ADA Compliant and ENERGY STAR®; BUILT IN UNDERCOUNTER REFRIGERATOR FINISH: PANEL READY- TO MATCH ADJACENT PANELS WWW.LIEBHERR.COM BUILT-IN MICROWAVE AP-11 HMB5051 BOSCH 500 SERIES BOSCH 24" BUILT-IN STAINLESS STEEL MICROWAVE OVEN WITH 30" STAINLESS STEEL TRIM KIT HMT5051 WWW.BOSCH-HOME.COM/US BUILT-IN RANGE AP-12 NETP066SUC BOSCH 31" SMOOTHTOP ELECTRIC COOKTOP WITH 5 COOKING ZONES WWW.BOSCH-HOME.COM/US BUILT-IN OVEN AP-13 HBL8451UC BOSCH 800 SERIES BOSCH ELECTRIC WALL STAINLESS STEEL OVEN 29"H X 30"W X 23.5"D WWW.BOSCH-HOME.COM/US RANGE HOOD AP-14 ADLM90BSX ZEPHYR ARC DUO COLLECTION ZEPHYR ISLAND MOUNT CHIMNEY RANGE HOOD W/BLOWER OPTIONS (290 CFM), STAINLESS STEEL WWW.ZEPHYRONLINE.COM Description Appliance Code Model Number Manufacturer Product Description Remarks WATER BOTTLE FILLER STATION PF-40 LBWDC00BKC ELKAY RESIDENTIAL SERIES IN-WALL (RECESSED) BOTTLE FILLING STATION, Beautifully designed hands-free filtered water dispenser. In wall (zero footprint) installation. Elegant Glass front in Midnight Black PROVIDE POWER AND WATER SUPPLY-PIPE PER MANUF. RECOMMENDATION Description Appliance Code Model Number Manufacturer Product Description Remarks FAUCET PF-20 9659-DST DELTA TRINSIC PRO COLLECTION, SINGLE HANDLE PULL-DOWN KITCHEN FAUCET W/MAGNETIC DOCKING & TOUCH-CLEAN SPRAY HEAD; FINISH: CHROME; 1.5GPM (PROVIDE ADAPTOR) WWW. DELTAFAUCET.COM SINK PF-21 442079 BLANCO BLANCO QUATRUS TM R0 Medium Single Bowl ADA Undermount : ZERO RADIUS UNDERMOUNT, 18 GA STAINLESS STEEL, 304 SERIES SS FINISH, OVERALL: 25” x 18”, BOWL: 23"X16", 5.5" DEEP, DRAIN REAR CENTER WWW.BLANCOAMERICA.COM SHOWER BASE PF-22 STERLING GUARD + 48" SHOWER BASE 72321100 + SHOWER DRAIN HAIR TRAP STERLING, A KOHLER COMPANY FINISH: DURABLE HIGH GLOSS FINISH; FOUR-SIDED WATER CONTAINMENT WITH FULL-LENGTH THRESHOLD GUARD AND WEEP CHANNELS FOR ADDED PROTECTION; SIZE: 48''LX34W''X3-1/8"D; COLOR: WHITE WWW.STERLINGPLUMBING.COM COMMERCIAL FAUCET PF-23 LK943C ELKAY ELKAY 8" CENTERSET WALL MOUNT FAUCET; 44INCH FLEXIBLE HOSE w/1.6 GPM SPRAY HEAD 2in LEVER HANDLES; 1.6 GPM SPRAY HEAD; FINISH: CHROME; FAUCET FLOW RATE 1.6 GPM WWW.ELKAY.COM LOUNGE PLUMBING FIXTURE SCHEDULE LOUNGE APPLIANCE SCHEDULE PET SPA PLUMBING FIXTURE SCHEDULE FITNESS PLUMBING FIXTURE SCHEDULE PACKAGE ROOM APPLIANCE SCHEDULE Description Appliance Code Model Number Manufacturer Product Description Remarks SINK PF-10 442079 BLANCO BLANCO QUATRUS TM R0 Medium Single Bowl ADA Undermount : ZERO RADIUS UNDERMOUNT, 18 GA STAINLESS STEEL, 304 SERIES SS FINISH, OVERALL: 25” x 18”, BOWL: 23"X16", 5.5" DEEP, DRAIN REAR CENTER WWW.BLANCOAMERICA.COM FAUCET PF-11 4159-AR-DST DELTA TRINSIC COLLECTION; SINGLE HANDLE DECK MOUNT KITCHEN FAUCET W/2-FUNCTION PULL-OUT SPRAYER; FINISH: ARCTIC STAINLESS STEEL; 1.5GPM (PROVIDE ADAPTOR) GARBAGE DISPOSAL PF-12 GXP50C MOEN SAME AS USED IN UNITS, 1/2HP GENERAL NOTE: ALL PLUMBING FIXTURES AND APPLIANCES TO BE ADA-COMPLAINT 1 1 12.23.2020 PERMIT SET 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION S S S ST TT TR R R RU U U UC C C CT TT TU U U UR R R RA A A AL LL L N N N NO O O OT TT TE EE ES S S S & & & & LEGEND LEGEND LEGEND LEGEND S S S S0 0 0 00 0 0 01 1 1 1 Taitem 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET FINISHED FLOOR ELEVATION F.F.E. ON CENTER SCHEDULE SAW CUT JOINT SECTION SLAB ON GRADE SPACING STANDARD TOP TYPICAL DETAIL TOP OF STEEL UNLESS NOTED OTHERWISE BOTTOM BOTTOM OF FOOTING CONCRETE CONNECTION CONTINUOUS THICKNESS = EMBEDMENT EQUAL EACH WAY EXISTING EXPANSION ELEVATIONS COLUMN HOT DIPPED GALVANIZED U.N.O. T.O.S. DET. TYP. (T) STD. SP. S.O.G. SEC. S.C.J SCHED. O.C. HDG COL. ELEVS. EXP. EXIST. E.W. EQ. EMBED. t= CONT. CONN. CONC. B.O.F. (B) ABBREVIATION LEGEND: WWFWELDED WIRE FABRIC POUNDS LBS. LONG MARKED MKD LG. T.O.W.TOP OF WALL S.F.SAFETY FACTOR TOP OF JOIST T.O.J. BOTTOM BOTT. FOUNDATION FDTN. BOTTOM OF BASE PLATE B.O.B. EACH FACE E.F. TOP OF FOOTING T.O.F. OR APPROVED EQUAL O.A.E. LAMINATED VENEER LUMBER LVL PRESSURE TREATED P.T. SPRUCE PINE FIR SPF SOUTHERN YELLOW PINE SYP EXTERIOR EXT. ISOLATION ISO. A OR G b12d D J db b4d D db A OR G 180° OR 2 1/2" MIN A OR G 90° HOOKS 8" 2'-0" 2'-7" 1'-0" 1'-2" 1'-4" 1'-7" 1'-10" 10" 6" J 180° HOOKS A OR G 10" 8" 7" 6" 11" 2'-3" 1'-7" 1'-5" 1'-3" 5" 1'-1 1/4" 1'-2 3/4" 1'-9 3/4" 6" 7" 8" 11 3/4" 3" 4" 5" "D", IN. BAR SIZE 5 1/4" 4 1/2" 3 3/4" 3" 12" 9 1/2" 6" #5 #6 #7 #4 #10 #14 #11 #9 #8 2 1/4" #3 10 3/4" 18 1/4" END HOOKS FOR ALL GRADES DIAMETER FINISHED BEND #1824"2'-4 1/2" 3'-0"3'-5"90° FLOOR FLR NOT IN CONTRACT NIC ENGINEER SO AS NOT TO OVERLOAD THE STRUCTURE OR IN ANY FURNISHING ALL TEMPORARY BRACING AND/OR SUPPORT THAT COMPLETION. THE CONTRACTOR IS RESPONSIBLE FOR THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON BE TAKEN FOR THE PILING OF CONSTRUCTION MATERIALS. OTHER WAY IMPAIR THE STRUCTURE. SAME PRECAUTION SHALL DEFINITE LOCATIONS MUST BE PREVIOUSLY APPROVED BY THE STRUCTURAL FLOORS OR ROOF AND ITS TEMPORARY AND/OR HORIZONTAL MOVEMENT OF ANY HEAVY EQUIPMENT OVER INCLUDE INSPECTION OF THE ABOVE ITEMS. VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT CONSTRUCTION METHODS AND/OR SEQUENCES. OBSERVATION MAY BE REQUIRED AS THE RESULT OF THE CONTRACTOR'S CONSTRUCTION PERIOD. MOVEMENTS OF STRUCTURAL ELEMENTS DURING THE SHALL RECOGNIZE AND CONSIDER THE EFFECTS OF THERMAL CONTRACTOR'S CONSTRUCTION AND/OR ERECTION SEQUENCES DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS. DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON REPRESENTATIVE. PROFESSIONAL OF RECORD OF SUCH DEVIATION AT THE TIME OF UNDERSTOOD EITHER OWNER OR HIS AUTHORIZED WHERE "OWNER" IS MENTIONED IN PLANS IT IS TO BE WRITTEN APPROVAL TO THE SPECIFIC DEVIATION. SUBMISSION, AND THE PROFESSIONAL OF RECORD HAS GIVEN UNLESS THE CONTRACTOR HAS SPECIFICALLY INFORMED THE RECORD REVIEW OF SHOP DRAWINGS, PRODUCT DATA, ETC., RESPONSIBILITY OF SUCH DEVIATION BY THE PROFESSIONAL OF THE CONTRACTOR SHALL NOT BE RELIEVED OF THE WRITING OF ANY DEVIATION FROM THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL INFORM THE ARCHITECT/ENGINEER IN IMMEDIATELY. BEFORE LAYING OUT THE WORK. PLANS. THE ARCHITECTS AND ENGINEERS SHALL BE NOTIFIED DISCREPANCY ARISES IN THE STRUCTURAL AND ARCHITECTURAL FIELD CONDITIONS PRIOR TO STARTING CONSTRUCTION. IF ANY CONTRACTOR MUST VERIFY ALL DIMENSIONS AND EXISTING PLANS AGAINST THE DIMENSIONS ON ARCHITECTURAL PLANS CONTRACTOR MUST VERIFY ALL DIMENSIONS ON STRUCTURAL POURED. MECHANICAL AND PLUMBING PLANS BEFORE THE CONCRETE IS CONDUITS, ETC., SHOWN OR NOTED IN ARCHITECTURAL AND/OR LOCATION OF ALL ANCHORS, INSERTS BOLTS, SLEEVES, CONTRACTOR MUST PROVIDE, SET AND VERIFY DIMENSIONS AND REFERENCES: DESIGN, FABRICATION & CONSTRUCTION WORK SHALL COMPLY NOT SHOWN OR OMITTED ON THE DRAWINGS. NOTIFY THE STRUCTURAL ENGINEER IN ADVANCE OF CONDITIONS STRUCTURAL ENGINEER SHALL BE CONSULTED. THESE STRUCTURAL DRAWINGS AND/OR SPECIFICATIONS, THE IN CASE OF DOUBT IN THE INTERPRETATION OF ANY ASPECT OF SITUATIONS ELSEWHERE UNLESS NOTED OTHERWISE. INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR STANDARDS REFERENCED THEREIN: AMERICAN WELDING SOCIETY (AWS) DESIGN LOADS: STEEL DECK INSTITUTE (SDI) CONCRETE REINFORCING STEEL INSTITUTE (CRSI) AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) NEW YORK STATE UNIFORM CODE AMERICAN CONCRETE INSTITUTE (ACI) CODES AND SPECIFICATIONS THEIR COMMENTARIES AND THE WITH THE REQUIREMENTS AND PROVISIONS OF THE FOLLOWING ALL DETAILS, SECTIONS AND NOTES SHOWN ON DRAWINGS ARE GENERAL NOTES: FOR ADDITIONAL REQUIREMENTS. NO OPENINGS, OTHER THAN THOSE SHOWN ON THE STRUCTURAL REQUIREMENTS INTO THEIR SHOP DRAWINGS AND WORK. CONTRACTOR IS RESPONSIBLE FOR COORDINATING SUCH ARCHITECTURAL, ELECTRICAL AND MECHANICAL DRAWINGS. STRUCTURAL DRAWINGS ARE INTENDED TO BE USED WITH SPECIFICATIONS. REFER TO THE PROJECT SPECIFICATIONS THESE GENERAL NOTES SUPPLEMENT THE PROJECT ENGINEER. ARCHITECT/ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR LIMITING THE AMOUNT ARCHITECTURAL AND MECHANICAL DRAWINGS FOR SUCH OPENINGS. SHOWN ON THE STRUCTURAL DRAWINGS. REFER TO OPENINGS 1'-4" AND LESS ON A SIDE ARE GENERALLY NOT SHALL BE MADE WITHOUT THE WRITTEN APPROVAL OF THE NO CHANGE IN SIZE OR DIMENSION OF STRUCTURAL MEMBERS WITHOUT THE WRITTEN APPROVAL OF THE STRUCTURAL DRAWINGS, SHALL BE MADE IN ANY STRUCTURAL MEMBER OF THE FRAMING AT THE TIME THE LOADS ARE IMPOSED. CONSTRUCTION LOADS SHALL NOT EXCEED THE DESIGN CAPACITY OF CONSTRUCTION LOAD IMPOSED UPON STRUCTURAL FRAMING. 2. 1. 6. 5. 4. 3. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 7. 6. 5. 4. 3. 2. 1. ARE NOT AUTHORIZED TO REVOKE, ALTER, RELAX, ENLARGE OR TECHNICIANS. AGENCY AND INSPECTOR. RECORDS OF INSPECTIONS SHALL BE KEPT AVAILABLE TO THE RECORDS SHALL BE PRESERVED BY THE INDEPENDENT TESTING FOR TWO YEARS AFTER COMPLETION OF THE PROJECT. BUILDING OFFICIAL DURING PROGRESS OF THE WORK AND THE CONTRACTOR SHALL NOTIFY THE TESTING AGENCY AND/OR INSPECTOR ALL REASONABLE FACILITIES SHALL BE MADE AVAILABLE FOR TESTING AND INSPECTIONS. A MINIMUM OF 48 HOURS IN ADVANCE OF ALL WORK REQUIRING THE CONTRACTOR, OR BE A PARTY TO SCHEDULING OF WORK. RELEASE ANY PORTION OF THE WORK, PERFORM ANY DUTIES OF FINAL ACCEPTANCE. NOR SHALL IT OBLIGATE THE OWNER'S REPRESENTATIVE FOR STRUCTURAL TESTING AND SPECIAL INSPECTION. SEE SPECIFICATIONS FOR SPECIFIC REQUIREMENTS FOR SHALL BE PERFORMED UNDER THE SUPERVISION OF AN ENGINEER WAY PREVENT LATER REJECTION WHEN SUCH DEFECT IS NOTED, DETECT ANY DEFECTIVE WORK OR MATERIAL SHALL NOT IN ANY FAILURE OF TESTING AND INSPECTIONS TO LICENSED IN THE STATE OF NEW YORK. WHENEVER POSSIBLE, THE STRUCTURAL PROJECT IS LOCATED AND ALL TESTING AND INSPECTIONS AGENCY SHALL BE REGISTERED WHERE THE STRUCTURAL TESTING AND SPECIAL INSPECTIONS. THE TESTING INDEPENDENT TESTING AGENCY OR LABORATORY TO PROVIDE THE OWNER WILL EMPLOY AND PAY FOR THE SERVICES OF AN STRUCTURAL TESTS AND SPECIAL INSPECTIONS: THE TESTING AGENCY OR LABORATORY AND ITS REPRESENTATIVES 1. 2. 3. 4. 5. 6. STRUCTURAL STEEL: 1. PRACTICE, LATEST VERSION. EXCEPT AS MODIFIED IN THESE NOTES AND ERECTED IN ACCORDANCE WITH THE AISC CODE OF STANDARD ALL STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND THE PROJECT SPECIFICATIONS AND/OR DRAWINGS. ALL CONNECTIONS. CONNECTION DETAILS INDICATED ON THE THE FABRICATOR IS RESPONSIBLE FOR THE SHOP DRAWINGS OF CONNECTION SHOP DRAWING. DRAWING, IS PROHIBITED WITHOUT WRITTEN APPROVAL OF THE SPLICING OF STEEL MEMBERS, UNLESS SHOWN ON THE DRAWINGS SHALL BE INCORPORATED INTO FABRICATOR'S ASSURANCE GENERAL NOTES AND PROJECT SPECIFICATIONS. ASSURANCE TESTING AND INSPECTIONS. SEE QUALITY STRUCTURAL STEEL WORKS. AISC, ASTM & AWS SPECIFICATIONS WILL GOVERN ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE AMERICAN STRUCTURAL STEEL WORK SHALL BE SUBJECT TO QUALITY ARCHITECT/ENGINEER. INSTITUTE OF STEEL CONSTRUCTION STANDARD PRACTICE. ACCORDANCE WITH THE PROJECT SPECIFICATIONS STRUCTURAL STEEL WELDING SHALL BE PERFORMED IN CODE FOR WELDING IN BUILDING CONSTRUCTION. ACCORDANCE TO SECTION 501 THRU 607 OF THE AWS DLO-89 SPECIFIED ON PLANS. ALL CONNECTIONS SHALL BE BEARING TYPE UNLESS OTHERWISE ALL INSPECTION AND TESTING OF WELDING SHALL BE DONE IN APPROVAL WELL IN ADVANCE OF CONSTRUCTION. ERECTION SHALL BE SUBMITTED TO THE DESIGNER FOR SHALL BE REPORTED TO THE ENGINEER FOR REVIEW AND MISFITTING OR NON-CONFORMING MATERIALS OR CONDITIONS INCORRECTLY FABRICATED, DAMAGED OR OTHERWISE CORRECTIVE ACTION TO BE IMPLEMENTED. APPLY: WELD SIZE UNLESS OTHERWISE NOTED, THE FOLLOWING MINIMUMS SHALL APPROVAL OR REJECTION, PRIOR TO REMEDIAL OR SHOP DRAWINGS FOR ALL STRUCTURAL STEEL FABRICATION AND CLIP ANGLE THICKNESS PLATE THICKNESS BOLTS/ANGLE LEG ONE BOLT ASSEMBLY SHALL CONSIST OF: BOLT DIAMETER DESIGN DUE TO TEMPERATURE CHANGES STEEL FABRICATOR SHALL CONSIDER TOLERANCES IN CONNECTION 3. 4. 5. 6. 7. 8. 9. 2. 10. 11. 12. 3/4" 2" 3/8" 5/16" 3/16" A) B) C) D) E) A HARDENED STEEL WASHER A HEAVY HEX NUT A HEAVY HEX STRUCTURAL BOLT C) B) A) 13. 1. GENERAL: DESIGN PROVISIONS - 2020 BUILDING CODE OF NYS (IBC 2018) AND 2017 UNIFORM CODE SUPPLEMENT, ASCE 7-10 BUILDING OCCUPANCY CATEGORY II TERRAIN/EXPOSURE CATEGORY C 2. SNOW LOADS: ROOF: UNIFORM GROUND SNOW LOAD (Pg) .......................40PSF UNIFORM FLAT ROOF SNOW LOAD (Pf)..................30.8PSF DRIFT SNOW LOAD @ PARAPET (ADDITIONAL).......44 PSF TO 0 PSF OVER 10 FT SNOW LOAD EXPOSURE FACTOR (Ce).........1.0 THERMAL FACTOR (Ct)........................ ............1.1 IMPORTANCE FACTOR (Is)..............................1.0 3. LIVE LOADS: ROOF: UNIFORM LIVE LOAD.............................................20PSF 2ND - 5TH FLOORS: UNIFORM LIVE LOAD DWELLING UNITS.............40PSF UNIFORM LIVE LOAD CORRIDORS......................80PSF GROUND FLOOR: UNIFORM LIVE LOAD........................................ .....100PSF 4. SEISMIC LOADS: SITE CLASS........................................................................................E SHORT PERIOD DESIGN ACCELERATION (Sds)...................0.19g ONE-SECOND DESIGN ACCELERATION (Sd1)....................0.127g SHORT PERIOD MAPPED SPECTRAL RESPONSE (Ss).....0.119g ONE-SECOND MAPPED SPECTRAL RESPONSE (S1)........0.045g SEISMIC DESIGN CATEGORY.......................................................B IMPORTANCE FACTOR (Ie)...........................................................1.0 ANALYSIS PROCEDURE.................... ..EQUIVALENT LATERAL FORCE PROCEDURE SEISMIC DESIGN BASE SHEAR (V).........................................0.070W LATERAL FORCE RESISTING SYSTEM: - ASCE TABLE 12.2-1: SYSTEM E3 - DUAL SYSTEM WITH INTERMEDIATE MOMENT FRAMES AND ORDINARY REINFORCED MASONRY SHEAR WALLS. RESPONSE MODIFICATION COEF. R = 3.0 OVERSTRENGTH FACTOR OMEGA = 3.0 DEFLECTION AMPLIFICATION FACTOR Cd = 2.5 5. WIND LOADS: MAIN WIND FORCE RESISTING SYSTEM METHOD 2: ANALYTICAL PROCEDURE FOR BUILDINGS LESS THAN 60 FEET: BASIC WIND SPEED (3 SECOND GUST)(VU).......................115 MPH EXPOSURE FACTOR..........................................................C IMPORTANCE FACTOR (Iw)...................... .........................1.0 MEAN ROOF HEIGHT.........................................................52 FEET TOPOGRAPHIC FACTOR (Kzt)..........................................1.0 WALL: AVERAGE PRESSURE (ASD)......................................16 PSF ROOF END ZONE: PRESSURE (ASD)........................................................-22 PSF ROOF INTERIOR ZONE: PRESSURE (ASD).........................................................-17 PSF SIDE WALLS: PRESSURE (ASD).........................................................-10 PSF 6. SUBGRADE PROPERTIES: REFER TO GEOTECHNICAL BORING LOG AND REPORT BY ELWYN & PALMER CONSULTING ENGINEERS, PLLC DATED MARCH 2019. ENGINEER OF RECORD SHALL ACT AS THE SPECIAL INSPECTOR. ALL SYMBOLS AND STRESSES AS WELL AS CONCRETE WORK SHALL POURED. CONTRACTOR SHALL SUBMIT, PRIOR TO INSTALLATION ALL CAST IN PLACE REINFORCED CONCRETE: REINFORCING STEEL SHOP DRAWINGS. CONCRETE SHALL NOT BE DROPPED THROUGH REINFORCING PLACEMENT OF CONCRETE SHALL CONFORM TO ACI STANDARD 304 AND PROJECT SPECIFICATIONS. CORNERS AND DRIPS, SEE ARCHITECTURAL PLANS. FOR CONCRETE FORMWORK, SURFACE FINISHING, BEVELED MINIMUM LAP OF WELDED WIRE FABRIC SHALL BE 6 INCHES OR ONE FULL MESH, WHICHEVER IS GREATER. SHALL BE WELL SECURED AND IN PLACE BEFORE CONCRETE IS ALL REINFORCING, SLEEVES, CONDUITS, INSERTS AND BOLTS ALL SLAB AND CORRESPONDING BEAMS, CURBS, OR APRONS CONFORM TO THE STANDARD OF THE AMERICAN CONCRETE SHALL BE POURED MONOLITHICALLY. INSTITUTE (ACI-318-02). CONCRETE ITEMS AND REINFORCEMENT SHALL BE ERECTED IN STRICT ACCORDANCE WITH OWNER APPROVED SHOP AND ERECTION DRAWINGS FOLLOWING THE DETAILS SHOWN ON PLANS. MEMBERS. THINGS, THE ELASTIC DEFORMATION OF THE STRUCTURAL CORRECTLY ALIGNED CONCRETE CONSIDERING AMONG OTHER THE CONTRACTOR SHALL TAKE PRECAUTIONS TO PRODUCE NO DEFECTIVE CONCRETE SHALL BE CORRECTED OR COVERED APPROVAL. WATER-CEMENT RATIO PER SPECIFICATIONS WITH MORTAR, PLASTER ETC. WITHOUT THE INSPECTORS' CONCRETE EXPOSED TO WEATHER SHALL BE AIR-ENTRAINED. AIR CONTENT SHALL BE PER SPECIFICATIONS. CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS FOR REVIEW SHOW COMPLIANCE WITH THE PROJECT SPECIFICATIONS. DESIGN SHALL INCLUDE ALL STRENGTH DATA NECESSARY TO WELL IN ADVANCE OF CONCRETE PLACEMENT. CONCRETE MIX THE NOMINAL MAXIMUM AGGREGATE SIZE SHALL BE PER SPECIFICATIONS. ALL REINFORCING SHALL BE DETAILED, FABRICATED AND ALL REINFORCING SHALL BE SUPPORTED IN FORMS USING STEEL AND "THE MANUAL OF STANDARD PRACTICE FOR REINFORCED SECURELY WIRED TOGETHER, IN ACCORDANCE WITH CRSI CHAIRS, SPACED WITH NECESSARY ACCESSORIES AND SHALL BE CONCRETE CONSTRUCTION" BY THE CRSI. PLACED, IN ACCORDANCE WITH ACI DETAILING MANUAL BE CLEANED AND ROUGHENED IMMEDIATELY BEFORE CONCRETING BAR WHICH MAY CONFLICT. CORING IN CONCRETE IS NOT CONCRETE BEFORE PLACING. DO NOT CUT ANY REINFORCEMENT PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN SHALL BE AVOIDED EXCEPT WHERE DETAILED OPENINGS ARE DETAILED OTHERWISE. CONCENTRATIONS OF CONDUITS OR PIPES TOP & BOTTOM REINFORCEMENT, UNLESS SPECIFICALLY OF TOTAL SLAB THICKNESS AND SHALL BE PLACED BETWEEN THE CONDUIT OF PIPE SIZE (O.D.) SHALL NOT EXCEED 30 PERCENT AND TREATED AS INSTRUCTED IN THE "ACI MANUAL OF PROVIDED. CONCRETE PRACTICE". BY THE ENGINEER. ALL CONSTRUCTION JOINT SURFACES SHALL ON DRAWINGS SHALL BE PERMITTED WITHOUT PREVIOUS APPROVAL NO JOINT, OPENING, SLOT OR GROOVE OTHER THAN THAT SHOWN REINFORCING STEEL" BOTH BY THE AWS (AWS D12.1. & AWS WELDING CODE" AND "RECOMMENDED PRACTICES FOR WELDING D1.4 RESPECTIVELY). ELECTRODES IN CONFORMANCE WITH "REINFORCING STEEL WELDING OF REINFORCEMENT SHALL BE WITH LOW HYDROGEN ALL REINFORCING BAR BENDS SHALL BE MADE COLD. BE DONE IN ACCORDANCE WITH ACI-318. ALL LAPPING, BENDING AND PLACING OF REINFORCEMENT SHALL MEMBERS SHALL BE PROPERLY CURED IN ACCORDANCE WITH ALL CAST IN PLACE REINFORCED CONCRETE STRUCTURAL AND SUITABLE JOINT SURFACE ARE PROVIDED. PROPERLY REPAIRED AFTER REMOVING THE DAMAGED PORTION NEVERTHELESS, IF THE CONCRETE IS DAMAGED, IT SHALL BE CONCRETE SHALL BE SUCH, AS NOT TO CRACK OR IMPAIR IT. THE SIZE OF NAILS AND SIMILAR FASTENERS DRIVEN INTO USED. THE FREE UNCONFINED FALL OF CONCRETE SHALL NOT CASES, HOOPERS OR VERTICAL CHUTES OR TRUNKS SHALL BE ACI 318 AND ACI 308. EXCEED THE ABOVE REQUIREMENTS. 3 IN. MINIMUM CONCRETE COVER, UNLESS NOTED OTHERWISE: FORMED SURFACES EXPOSED TO EARTH OR WEATHER: UNFORMED SURFACE IN CONTACT WITH THE GROUND 1-1/2 IN. 2 IN. #5 BARS AND SMALLER #6 BARS AND LARGER FORMED SURFACES NOT EXPOSED TO EARTH OR WEATHER: 1-1/2 IN. 3/4 IN. SLABS, WALLS AND JOISTS: #14 AND #18 BARS #11 BARS AND SMALLER 1-1/2 IN. BEAMS, GIRDERS, AND COLUMNS PERMITTED U.N.O. "MANUAL OF STANDARD PRACTICE" STEEL SO AS TO CAUSE SEGREGATION OF AGGREGATES IN SUCH LAP SPLICES SHALL BE IN ACCORDANCE WITH THE FOLLOWING CONCRETE WORK SHALL BE SUBJECT TO QUALITY ASSURANCE GRADE SHALL BE COVERED WITH A MINIMUM OF 3" OF BASE PLATES, ANCHOR BOLTS, SUPPORT ANGLES, ETC., BELOW WELDED WIRE FABRIC ONE SPACING OF CROSS WIRES PLUS 2". COMPRESSION DOWEL EMBEDMENT: 22 BAR DIAMETERS LAP CONCRETE. NOTES AND PROJECT SPECIFICATIONS. TESTING AND INSPECTIONS. SEE QUALITY ASSURANCE GENERAL TABLE, UNLESS NOTED OTHERWISE, WHERE CLASSES ARE NOT CALLED OUT ON DRAWINGS, USE CLASS "B" SPLICE. 25" TENSION f'c (psi) 4,000 SIZE BAR #4 S P L I C E S T A B L E (GRADE 60) 3. 2. 1. 5. 4. 6. 7. 8. 10. 11. 12. 13. 14. 15. 16. 18. 17. 20. 19. 23. 22. 21. 24. 25. 26. 27. 28. 29. 30. OTHER BARS SPLICE CLASS TOP BARS SPLICE CLASS CONTRACTOR SHALL SUBMIT SHOP DRAWINGS SHOWING CONSTRUCTION JOINT AND SAW CUT JOINT LOCATIONS. 9. PILES: MASONRY: 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. REINFORCED CONCRETE MASONRY SHALL HAVE A MINIMUM DESIGN COMPRESSIVE STRENGTH, FM, OF 1500 PSI. VERIFICATION OF THE DESIGN STRENGTH SHALL BE BY THE UNIT TEST METHOD. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF VERTICAL CONTROL JOINTS. HORIZONTAL BOND BEAM AND LINTEL REINFORCING SHALL BE CONTINUOUS ACROSS VERTICAL CONTROL JOINTS. JOINT REINFORCING SHALL BE STOPPED EITHER SIDE OF VERTICAL CONTROL JOINTS. ALL REINFORCED CELLS, ALL CELLS BELOW GRADE AND ALL CELLS BELOW FINISH FLOOR SHALL BE GROUTED SOLID. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL BLOCK CORE, IT SHALL NOT BE SLOPED MORE THAN ONE (1) HORIZONTAL IN SIX (6) VERTICAL, DOWELS MAY BE GROUTED INTO A CELL IN VERTICAL ALIGNMENT, EVEN THOUGH IT IS IN AN ADJACENT CELL TO THE VERTICAL WALL REINFORCING. REINFORCING STEEL SHALL BE SECURED IN PLACE BEFORE GROUTING STARTS. SPLICED REINFORCING SHALL BE LAPPED 48 BAR DIAMETERS OR24 INCHES, WHICHEVER IS GREATER. SPLICED BARS SHALL BE WIRED TOGETHER. VERTICAL BARS SHALL BE HELD IN POSITION AT TOP AND BOTTOM AND AT INTERVALS NOT EXCEEDING 192 DIAMETERS OF THE REINFORCING BAR, NOR 10 FEET. VERTICAL REINFORCING BARS SHALL HAVE A MINIMUM CLEARANCE OF 3/4 OF AN INCH FROM THE MASONRY AND NOT LESS THAN ONE BAR DIAMETER BETWEEN BARS. VERTICAL CELLS THAT WILL BE GROUTED SHALL HAVE A VERTICAL ALIGNMENT TO MAINTAIN A CONTINUOUS UNOBSTRUCTED CELL AREA NOT LESS THAN 2-1/2 x 3". GROUTING SHALL BE STOPPED 1-1/2" BELOW THE TOP OF A COURSE SO AS TO FORM A KEY AT THE POUR JOINT. GROUTING OF MASONRY BEAMS OVER OPENINGS SHALL BE DONE IN ONE CONTINUOUS OPERATION. ALL BOLTS, ANCHORS, ETC., INSERTED IN THE WALLS, SHALL BE GROUTED SOLID INTO POSITION. REINFORCED MASONRY HAS BEEN DESIGNED USING VALUES FOR CONSTRUCTION WITH SPECIAL INSPECTION. REINFORCED MASONRY WORK SHALL BE SUBJECT TO QUALITY ASSURANCE TESTING AND INSPECTIONS. SEE QUALITY ASSURANCE GENERAL NOTES AND PROJECT SPECIFICATIONS. CONCRETE MASONRY UNITS SHALL BE LAID WITH FULL MORTAR BEDDING. CONCRETE MASONRY UNITS SHALL BE LAID IN A RUNNING BOND PATTERN. HORIZONTAL JOINT REINFORCEMENT SHALL BE INSTALLED IN THE TWO JOINTS IMMEDIATELY BELOW AND ABOVE WINDOW AND DOOR OPENING AND EVERY OTHER COURSE SPLICED 1' WITH CORRESPONDING DOWELS INTO THE STRUCTURE. FOR STRUCTURAL OR ARCHITECTURAL CONCRETE ELEMENTS WHICH DIMENSIONS OR REINFORCEMENT ARE NOT SHOWN ON STRUCTURAL DRAWINGS, THE CONTRACTOR SHALL ASSUME THE DIMENSIONS SHOWN ON ARCHITECTURAL DRAWINGS FOR THOSE, AND UTILIZE THE MINIMUM REINFORCEMENT REQUIRED BY ACI-318 FOR THE TYPE OF ELEMENT CONSIDERED FOR ESTIMATING PURPOSE. GROUT SHALL BE PLACED BY THE LOW LIFT METHOD; MAXIMUM HEIGHT OF LIFT WITHOUT CLEANING OUT SHALL BE 4 FEET. JOINT REINFORCING SHALL BE SPACED AT 16" O.C. VERTICALLY IN ALL MASONRY WALLS. ABAB 32" COMPRESSION SPLICE 24" 15" 25" 32" 32" 4,00040"24" 20" 32" 40" 38" 4,00048"24" 24" 38" 48" #5 #6 54" 4,00070"28" 54"70" #7 62" 4,00080"24" 30" 62" 80" #8 70" 4,00090"34" 70"90" #9 78" 4,000100"24" 38" 78" 100" #10 1. REFER TO NOTES ON SHEET S100 1. INTACT BRICKS FROM THE WALLS THAT ARE TO BE DEMOLISHED SHALL BE SAVED TO BE REUSED FOR THE REPAIR AND/OR RESTORATION OF THE WALLS THAT WILL REMAIN. THE BRICKS SHALL BE REMOVED CAREFULLY (AVOIDING DAMAGE DURING REMOVAL) AND STORED TO AVOID WEATHERING AND DAMAGE. 2. AN ALTERNATIVE TO EXISTING BRICK REMOVAL FOR REUSE, IS TO MATCH NEW BRICK WITH EXISTING. IF THIS OPTION IS CHOSEN, CONTRACTOR SHALL COMPLY WITH SPECIFICATIONS FOR BRICK TESTING AND SUBMITTAL PROCESS. 3. THE SOUTH, WEST AND THE PORTION OF THE NORTH WALL THAT WILL REMAIN REQUIRE ATTENTION ON THE EXTERIOR, AS WELL AS THE INTERIOR AT ALL THREE (3) FLOORS. 4. THE EXTERIOR OF ALL 3 FLOORS SHALL BE RE-POINTED, DAMAGED AND/OR DETERIORATED BRICKS SHALL BE REPLACED. IT IS ESTIMATE THAT ABOUT 40%-50% OF ALL THE WALL AREAS WILL NEED REPAIR. PERCENTAGE APPLIES TO BRICK REPLACEMENT. 5. ALL BRICK MORTAR JOINTS TO BE REPAIRED WILL NEED TO BE: A) CUT/GRIND TO SOUND AND STABLE MORTAR B) BRUSHED CLEAN, RE-POINTED WITH A COMPATIBLE MORTAR C) SLIGHTLY RECESSED TO RENDER THEM MORE WATERPROOF (THIS APPLIES ONLY TO THE EXTERIOR). 6. CONTRACTOR SHALL TAKE 15 EXISTING MORTAR SAMPLES (TWO PER WALL PER FLOOR FOR SOUTH AND WEST, ONE PER WALL PER FLOOR ON NORTH)AND SEND TO A LABORATORY FOR ANALYSIS. REQUEST AN EQUIVALENT/COMPATIBLE MORTAR MIX FROM THE LABORATORY. SUBMIT REPORT FROM LAB TO ENGINEER FOR REVIEW/ VERIFICATION. THE SAME APPLIES FOR THE STUCCO MIX. 7. FOR THE INTERIOR ON ALL 3 FLOORS, REMOVE ALL EXISTING STUCCO, REPLACE BRICKS AS NEEDED, RE-POINT JOINTS AND APPLY NEW STUCCO COATING. A) 1ST FLOOR: IT IS ESTIMATED THAT ABOUT 15%-20% (REPLACE/RE-POINT) OF WALL AREA WILL NEED REPAIR. B) 2ND FLOOR: IT IS ESTIMATED THAT ABOUT 20%-25% (REPLACE/RE-POINT) OF WALL AREA WILL NEED REPAIR. C) 3RD FLOOR: IT IS ESTIMATED THAT ABOUT 40%-50% (REPLACE/RE-POINT) OF WALL AREA WILL NEED REPAIR. 8. AT ALL INTERIOR BRICK CORNERS, INSTALL A 8"X8" NON-RUSTING CORNER GUARDS/MESH TO STIFFEN THE JOINTS AT THE CORNERS BEFORE STUCCO IS APPLIED. CONTRACTOR TO SUBMIT PRODUCT DATA FOR THE CORNER GUARD/MESH TO ENGINEER FOR APPROVAL/REVIEW. 9. WHERE NEW CONSTRUCTION FACADE JOINS WITH THE EXISTING BRICK, ENSURE THAT JOINT IS PROPERLY BUILT TO AVOID WATER AND/OR MOISTURE INFILTRATION. CONTRACTOR SHALL VERIFY WITH ARCHITECT AND ENGINEER FOR DETAIL. 10. ADDITIONAL ASSESSMENT OF THE EXISTING BRICK MAY BE REQUIRED ONCE CONSTRUCTION BEGINS. CONTACT ENGINEER AS NEEDED FOR QUESTIONS AND/OR FURTHER RECOMMENDATIONS. 11. THESE NOTES ARE MEANT TO SUPPLEMENT SPECIFICATION SECTION 040120.91 MASONRY RESTORATION. EXISTING BRICK WORK REPAIR / RESTORATION: 1 1 1 1 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION S S S SC C C CH H H HE EE ED D D DU U U UL LL LE EE E O O O OF FF F S S S SP P P PE EE EC C C CI II IA A A AL LL L I II IN N N NS S S SP P P PE EE EC C C CT TT TI II IO O O ON N N NS S S S S S S S0 0 0 00 0 0 02 2 2 2 Taitem 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET Controlled Structural Fill 1 PE/GE Section 1705.6 and Chapter 18 - Perform sieve tests (ASTM D422 & D1140) and modified Proctor tests (ASTM D1557) of each source of fill material. - Inspect placement, lift thickness and compaction of controlled fill. - Test density of each lift of fill by nuclear methods (ASTM D2922) - Verify extent and slope of fill placement. P Deep foundations 1 PE/GE Section 1705.7, 1705.8, 1705.9 and Chapter 18 - Inspect and log pile driving operations. Record pile driving resistance and verify compliance with driving criteria. - Inspect piles for damage from driving and plumbness. - Confirm type and size of hammer - Record number of blows per foot (see specifications) - Verify pile size, length and accessories C ITEMFirm/Agency # (Qualif.) Code Section/Ref. Standard Scopefrequency SOILS AND FOUNDATIONS Curing and Protection 1 PE/EIT IBC Section 1705.3 and Chapter 19, ACI-318 Chapter 5, ACI 305R, ACI 306R, and ACI-306.1 - Inspect curing temperatures, cold and/or hot weather protection techniques. P Sampling and Testing of Concrete ACI-CFTT ACI-STT IBC Section 1705.3 and Chapter 19, and ACI-318 Chapter 5 & 26 - Fabricate concrete specimens for strength tests. - Test concrete compressive strength (ASTM C31 & C39) every 50 cubic yards or fractions thereof from each mix design of concrete placed in any one day. - test concrete slump (ASTM C143), air-content (ASTM C231 or C172 or C173) and temperature (ASTM C1064). P Concrete Placement 1 PE/GE ACI-CCI ICC-RCSI IBC Section 1705.3 and Chapter 19, and ACI-318 Chapter 5 - Inspect placement of concrete and/or shotcrete for proper application techniques. - Verify that concrete conveyance and depositing avoids segregation or contamination. - Verify that concrete is properly consolidated. C Anchor Rods 1 PE/GE IBC Section 1705.3 and Chapter 19, and ACI-318 Chapter 3, 8 & 21 - Inspect size, positioning and embedment of anchor rods. - Inspect concrete placement and consolidation around anchors. C Reinforcement Installation 1 PE/SE or EIT ACI-CCI ICC-RCSI IBC Section 1705.3 and Chapter 19, and ACI-318 Chapter 3 & 7 - Inspect size, spacing, cover, positioning and grade of reinforcing steel. - Verify that reinforcing bars are free of form oil or other deleterious materials. - Inspect bar laps and mechanical splices. - Verify that bars are adequately tied and supported on chairs or bolsters . P Material Certification1 PE/SE IBC Section 1705.3.2 and Chapter 19, and ACI-318 Chapter 3 - Review material certificates of compliance or other acceptable documentation for all materials used in the concrete mix design/s for conformance with ACI-318. C Mix design 1 PE/SE or EIT ACI-CCI ICC-RCSI IBC Section 1705.3 and Chapter 19, and ACI-318 Chapter 4, 5, 19 & 26 -Review concrete batch tickets and verify compliance with approved mix design. - Verify that water added at the site does not exceed that allowed by the mix design. - Review concrete mix design submittals for all concrete specified on the drawings. C ITEMFirm/Agency # (Qualif.) Code Section/Ref. Standard Scopefrequency CAST-IN-PLACE CONCRETE Pre-Engineered Wood Trusses 1 PE/SE EIT IBC Section 1705.11.1, Chapter 23, TPI 1, and AWC-NDS Section 4.4.2 & Appendix A - Inspect erection/installation, and placement of trusses for compliance with the approved submittals, and construction documents. - Review completed/installed trusses and supporting framing prior to concealment by finishes. - Verify all connection attachments to supports. ... P Pre-Engineered Lumber 1 PE/SE EIT IBC Section 1705.11.1, Chapter 23, APA, and AWC-NDS - Verify size, number of plies, identification stamps, strength of LSL, LVL, PSL, Glulams and other engineered lumber for conformance with approved submittals and construction documents. P Diaphragms & Shearwalls 1 PE/SE EIT IBC Section 1705.11.1, Chapter 23, APA, AWC-SDPWS, and AWC-NDS - Within the main wind or seismic force resisting system: - Verify size, quantity and location of chords/end studs for conformance with construction documents. - Inspect all hardware connectors, bolting, anchoring and other fastening of components, including all sheathing panels, wall to roof/floor connections, braces, collectors (drag struts) and hold-downs. - Verify configuration and blocking within diaphragms and shearwalls. - Verify panel grade and thickness. - Verify type, size, spacing and margin of fasteners attaching sheathing to framing. P Framing Details 1 PE/SE EIT IBC Section 1705.11.1, Chapter 23, APA, and AWC-NDS - Inspect prior to concealment by finishes for conformance with approved submittals, and construction documents. - Verify stud/joist/rafter, size, quantity, location, and connections of framing members, including sheathing for conformance to approved submittals and construction documents. P Connections 1 PE/SE EIT IBC Section 1705.11.1, Chapter 23, and AWC-NDS - Visually inspect all screwing, bolting, anchoring and other fastening of components, including clips, hangers and miscellaneous connectors. - Inspect prior to concealment by finishes for conformance with approved submittals, and construction documents. P Material Species & Grading 1 PE/SE EIT IBC Section 1705.11.1, Chapter 23, APA, and AWC-NDS - Review wood species and grade stamps of dimensional lumber for conformance with construction documents. P Plant Certification / Quality Control Procedures 1 PE/SE EIT IBC Section 1705.11.1, Chapter 23, TPI 1, and AWC-NDS Section 4.4.2 & Appendix A - Verify fabricator's certification is current. - Review shop fabrication and quality control procedures. - Verify fabricator's ability to conform to the approved submittals and construction documents. P ITEMFirm/Agency # (Qualif.) Code Section/Ref. Standard Scopefrequency WOOD Welding AWS-CWI IBC Chapter 22, AWS D1.1, and AISC 360 Section N5 - Visually inspect all welds. Inspect pre-heat, post-heat and surface preparation between passes. - Verify size and length of fillet welds. - Verify welder qualifications and cetification before welding starts. C Material Certification AWS/AISC-SSI ICC-SWSI IBC Section 1705.2 and Chapter 22, AISC 303 Section 6.1 - Review certified mill test reports and identification markings on wide-flange shapes, high-strength bolts, nuts and welding electrodes. P ITEMFirm/Agency # (Qualif.) Code Section/Ref. Standard Scopefrequency STRUCTURAL STEEL Erected Precast Elements 1 PE/SE EIT IBC Section 1705.3 and Chapter 19, ACI-318 Chapter 26 - Inspect erection of precast concrete including member configuration, connections, welding, and grouting P Plant Certification / Quality Control Procedures ACI-CCI ICC-RCSIIBC Section 1704.2.5 - Review plant operation and quality control procedures. - Verify fabricator's ability to conform to the approved submittals and construction documents. P ITEMFirm/Agency # (Qualif.) Code Section/Ref. Standard Scopefrequency PRE-CAST CONCRETE Anchors and Ties 1 PE/SE ICC-SMSI IBC Section 1705.4 and Chapter 21, ACI-530.1, ASCE 6, and TMS 602 - Inspect size, location, spacing and embedment of dowels, anchors and ties. P Evaluation of Masonry Strength 1 PE/SE ICC-SMSI IBC Section 1705.4 and Chapter 21, ACI-530.1, ASCE 6, and TMS 602 - Test compressive strength of mortar and grout cube samples (ASTM C780). - Test compressive strength of masonry prisms (ASTM C1314). P Weather Protection 1 PE/SE ICC-SMSI IBC Section 1705.4 and Chapter 21, ACI-530.1, ASCE 6, and TMS 602 - Inspect cold and/or hot weather protection procedures. - Verify that wall cavities are protected against precipitation.P Grouting Operations 1 PE/SE ICC-SMSI IBC Section 1705.4 and Chapter 21, ACI-530.1, ASCE 6, and TMS 602 - Review grout mix proportions. - Inspect slump, placement and consolidation of grout. - Inspect masonry clean-outs for high-lift grouting. C Reinforcement Installation 1 PE/SE ICC-SMSI IBC Section 1705.4 and Chapter 21, ACI-530 & 530.1, ASCE 5 & 6, and TMS 402 & 602 - Inspect placement, size, positioning and lapping of reinforcing steel. - Inspect welding of reinforcing steel if applicable.P Mortar Joints 1 PE/SE ICC-SMSI IBC Section 1705.4 and Chapter 21, ACI-530.1, ASCE 6, and TMS 602 - Inspect construction of mortar joints including head joints for tooling and filling. - Verify sizes of all joints are in compliance with ACI masonry joints construction tolerances. - Verify that the maximum bed joint size is 5/8". P Installation of Masonry 1 PE/SE ICC-SMSI IBC Section 1705.4 and Chapter 21, ACI-530.1, ASCE 6, and TMS 602 - Inspect size, layout, bonding, pattern and placement of masonry units. P Mixing of Mortar and Grout 1 PE/SE ICC-SMSI IBC Section 1705.4 and Chapter 21, ACI-530.1, ASCE 6, and TMS 602 - Inspect proportioning, mixing and retempering of mortar and grout. P Material Certification1 PE/SE ICC-SMSI IBC Section 1705.4 and Chapter 21, ACI-530.1, ASCE 6, and TMS 602 -Review test reportsP ITEMFirm/Agency # (Qualif.) Code Section/Ref. Standard Scopefrequency MASONRY B P 2 B P 2 B P 2 B P 4 B P 2 B P 2 B P 3 B P 2 B P 2 B P 2 B P 2 B P 5 B P 7 BP7 BP6 B P 8 B P 3 B P 3 B P 3 B P 3 B P 3 B P 3 B P 2 B P 2 B P 2 B P 2 B P 2 B P 2 B P 2 B P 2 B P 2 B P 2 B P 3 B P 2 B P 2 B P 2 B P 2 B P 3 MARK FOR COLUMN BASE PLATE- SEE STEEL COLUMN BASE PLATE SCHEDULE, THIS SHEET, TYP. SEE FIRST FLOOR SLAB PLAN FOR STEEL COLUMN MARK AND SCHEDULE, TYP. 1 1 1 1 1 L1 L2 L3 L4 L7 L7 L8 L8 LELH LLLNLPLQLR LI L10 L10 L6 L6 LJ L12 L12 LM LK LC LB LDLO L13.2 L13.2 L14L14 L16L16 L11 L9 L9 LF G B 1 A G B 1 A G B 1 A G B 1 A G B 1 A G B 1 A G B 1 A G B 1 A G B 1 A G B 1 A G B 1 A G B 1 A G B 1 A G B 1 A G B 1 A G B 1 A G B 1 A G B 2 A GB-2 G B 2 G B 2 G B 2 G B 4 G B 2 G B 1 G B 1 G B 1 G B 2 G B 2 G B 2 GB-1 G B 1 G B 1 G B 2 G B 1 D G B 2 B G B 2 A G B 1 A G B 1 B G B 1 A G B 2 A G B 1 G B 1 G B 1 G B 1 PC-4 PC-2 PC-6 PC-4 PC-4PC-4PC-2 PC-2 PC-4 PC-4 PC-6 PC-6 PC-4 PC-4 PC-4 PC-3 PC-2 PC-6PC-8 GB-1 G B 1 L13.1 L13.1 L15 L15 PC-4 LA PC-4 PC-6 G B 2 A G B 2 A PC-4 PC-4 PC-6 PC-6 PC-3 PC-4 PC-4 S203 3 S203 1 S203 2 L5 G B 1 A LG 4 S201 1 S201 6 S201 5 S201 23' - 0 1/8"25' - 11 7/8"23' - 6"50' - 5 1/4"29' - 8 1/2"30' - 0 3/4" 9 ' 7 3 / 8 " 1 5 ' 9 3 / 4 " 3 ' 9 3 / 8 " 9 ' 4 3 / 8 " 4 ' 1 1 5 / 8 " 1 2 ' 7 1 / 4 " 4 ' 7 3 / 8 " 2 ' 1 0 5 / 8 " 1 2 ' 0 1 / 2 " 4 ' 3 1 / 2 " 27' - 0"27' - 0"27' - 6 3/8"29' - 0" 10' - 6 1/2"21' - 8"4' - 9 3/4"6' - 8 1/4" 1 2 ' 7 1 / 4 " 4 ' 1 1 5 / 8 " 9 ' 4 3 / 8 " 1 9 ' 7 1 / 8 " 9 ' 7 3 / 8 " 2 6 ' 1 1 1 / 4 " 2 9 ' 2 1 / 2 " 7 ' 6 " 1 2 ' 0 1 / 2 " 4 ' 3 1 / 2 " 2 2 ' 0 7 / 8 " 1 1 ' 1 " 2 2 ' 0 7 / 8 " 1 1 ' 1 " 1 7 ' 8 7 / 8 " 2 2 ' 1 0 1 / 8 " 2 7 ' 0 " 2 7 ' 0 " 2 6 ' 1 0 5 / 8 " 4 S203 4 S203 Sim G B 1 C GB-1C S201 12 S201 10 S201 11 1 S202 1 S202 Sim 9 S202 G B 1 G B 2 A G B 2 A G B 2 A G B 1 A G B 1 A G B 1 A 3 S202 4 S202 PC-2 PC-3 PC-4 G B 2 PC-2PC-2 PC-2 PC-2 5 S202 7 S202 6 5 / 8 " G B 1 G B 1 A PC-3 PC-3 PC-2 G B 1 A G B 1 C S201 9 G B 2 A G B 1 D G B 1 D G B 4 G B 1 G B 1 G B 3 G B 1 G B 4 G B 1 G B 4 8 S202 8" EQEQ 11 1/2" G B 5 EXISTING STONE FOUNDATION L14.2 S201 8 TYPICAL DETAIL AT PARKING AREA GRADE BEAM GB-1A GB-2 TYPICAL DETAIL AT BUILDING INTERIOR GRADE BEAM GB-1 7 S202 Sim 2 S202 G B 1 TYPICAL DETAIL AT BUILDING INTERIOR GRADE BEAM GB-2 5 S201 Sim G B 1 A G B 2 A G B 1 A G B 1 A 8" G B 2 A G B 2 A G B 2 A PC-2 1 ' 6 1 / 2 " 6 " 1 ' 6 " 1' - 6" 1' - 6" PC-4 1' - 9"4' - 0" 1 ' 9 " 4 ' 0 " 1 ' 9 " 4 ' 0 " 1' - 6" 1 ' 0 3 / 8 " 5 5 / 8 " E Q E Q 1 ' 3 1 / 2 " 1 ' 0 " 1 ' 6 " 1 ' 6 " 3' - 6" 1 ' 2 1 / 2 " 4' - 0" 3 ' 0 " 9"9"4' - 0" 3 ' 0 " EQ EQ 2 ' 0 " 2 ' 0 " 2 ' 0 " 2 ' 0 " 4 ' 6 " E Q E Q 1 ' 9 " 7 ' 6 5 / 8 " 2 ' 0 " 2 ' 0 " 2 ' 0 " 2 ' 0 " 9' - 7 1/4" 2 ' 0 " 2 ' 0 " 1' - 9" 4' - 0" 9"1' - 6" 1 ' 6 " 1 ' 6 " 3 ' 0 " 13' - 3"13' - 1 1/4"9' - 10 1/2"14' - 2 1/2"11' - 4"12' - 9 1/2"10' - 5"12' - 9 1/2"12' - 5 1/4" 4 ' 1 1 3 / 4 " 1 4 ' 7 3 / 8 " 2 ' 0 " 2 ' 0 " 2 ' 0 " 2 ' 0 " 1 ' 6 3 / 4 " 8' - 6 3/8" 8" 1 ' 1 7 / 8 " 8" V.I.F. EQEQEQEQ PC-2 1 ' 6 " 1 ' 6 " 2' - 0"2' - 0" EQ EQEQEQ 10 3/4" 1' - 6" 3 3 / 4 " 7 " E Q E Q 2 6 ' 4 3 / 8 " 1' - 6"1' - 6" 9 " 9 " L5.5 1 2 ' 8 1 / 2 " 7 ' 2 5 / 8 " 1 ' 2 " 1' - 6 3/8" 1' - 2"1' - 2" 1 ' 1 1 9 / 1 6 " 1 0 ' 1 1 3 / 1 6 " 1 ' 2 " 1' - 2" 1 ' 2 " E Q E Q E Q E Q E Q E Q E Q E Q P R O P E R T Y L I N E , T Y P . G B 2 C G B 1 B G B 1 B G B 1 B G B 2 B G B 1 B G B 1 C G B 1 D G B 1 D G B 1 G B 2 C G B 1 B G B 2 B 2 ' 9 7 / 8 " 13 S201 13 S201 13 S201 13 S201 SIM. SIM. SIM. 13 S201 SIM. 10 S202 1' - 6" 1 COORDINATE FOUNDATION LAYOUT W/ ARCHITECTURAL DRAWINGS BASEPLATE NOTES: 1. ALL BASEPLATES SHALL BE BP1 UNLESS NOTED OTHERWISE ON THE PLANS. 2. ALL BOTTOM OF COLUMN BASE PLATE ELEVATION SHALL BE TOP OF GRADE BEAM + 3/4" FOR NON-SHRINK GROUT. 3. SEE BASEPLATE DETAILS, 18/S204 VIBRATION MONITORING AND PRE-CONSTRUCTION SURVEY 1. A. B. 2. A. B. a. b. CONTRACTOR SHALL BE RESPONSIBLE FOR ENGAGING A QUALIFIED PROFESSIONAL ENGINEER TO PROVIDE A PRE-DEMOLITION CONDITIONS SURVEY OF THE DIRECTLY ADJACENT BUILDINGS. CONDITIONS SURVEY REPORT SHALL INCLUDE: PHOTOGRAPHIC DOCUMENTATION OF THE INTERIOR AND EXTERIOR WALL CONDITIONS. EXTENT AND LOCATION OF EXISTING SIGNS OF DISTRESS SUCH AS CRACKS, SPALLING, SIGNS OF SETTLEMENT, FLOODING, LEAKING, ETC. CONTRACTOR SHALL BE RESPONSIBLE FOR MONITORING THE VIBRATIONS DURING CONSTRUCTION. CONTRACTOR SHALL DETERMINE VIBRATION MONITORING LOCATIONS WITH VIBRATION MONITORING SUBCONTRACTOR. CONTRACTOR SHALL SUBMIT VIBRATION MONITORING PLAN FOR REVIEW PRIOR TO START OF DEMOLITION. VIBRATION MONITORING SHALL BE PERFORMED USING A SEISMOGRAPH. VIBRATION LIMITS SHALL BE IN ACCORDANCE WITH THE U.S. BUREAU OF MINES VIBRATION CRITERIA. VIBRATION ALARMS SHALL BE SET TO THE FOLLOWING: VIBRATION LIMIT FOR TRANSIENT VIBRATION EVENT (DURATION < 1 SECONDS) IS 0.75 IN/SEC VIBRATION LIMIT FOR STEADY STATE VIBRATION EVENTS (DURATION > 1 SECTOND) IS 0.50 IN/SEC. L/4 END STIRRUPS L/2 MIDDLE STIRRUPS L/4 END STIRRUPS L ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION As indicated F FF FO O O OU U U UN N N ND D D DA A A AT TT TI II IO O O ON N N N P P P PL LL LA A A AN N N N S S S S1 1 1 10 0 0 00 0 0 0 Taitem 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET GRADE BEAM SCHEDULE TYPE MARKTYPE ELEVATION AT TOP ELEVATION AT TOP (SURVEY) ELEVATION AT BOTTOM ELEVATION AT BOTTOM (SURVEY) TOP REINFORCEMENT BOTTOM REINFORCEMENT STIRRUPS LONGITUDINAL REINFORCEMENT END STIRRUPS MIDDLE STIRRUPS GB-11'-6" X 3'-0"-6"394.04'-3' - 6"391.04'(4) #6(6) #6#4 @ 12" O.C.#4 @ 18" O.C.(2) #5 EA. FACE GB-1A1'-6" X 3'-0"-2' - 0"392.54'-5' - 0"389.54'(4) #6(6) #6#4 @ 12" O.C.#4 @ 18" O.C.(2) #5 EA. FACE GB-1B1'-6" X 3'-0"-4"394.21'-3' - 4"391.21'(4) #6(6) #6#4 @ 12" O.C.#4 @ 18" O.C.(2) #5 EA. FACE GB-1C1'-6" X 4'-8"-4"394.21'-5' - 0"389.54'(4) #6(6) #6#4 @ 12" O.C.#4 @ 18" O.C.(2) #5 EA. FACE GB-1D1'-6" X 4'-6"-6"394.04'-5' - 0"389.54'(4) #6(6) #6#4 @ 12" O.C.#4 @ 18" O.C.(2) #5 EA. FACE GB-23'-0" X 3'-0"-6"394.04'-3' - 6"391.04'(8) #6(11) #6#4 @ 12" O.C.#4 @ 18" O.C.(2) #5 EA. FACE GB-2A3'-0" X 3'-0"-2' - 0"392.54'-5' - 0"389.54'(8) #6(11) #6#4 @ 12" O.C.#4 @ 18" O.C.(2) #5 EA. FACE GB-2B3'-0" X 3'-0"-4"394.21'-3' - 4"391.21'(8) #6(11) #6#4 @ 12" O.C.#4 @ 18" O.C.(2) #5 EA. FACE GB-2C3'-0" X 4'-6"-6"394.04'-5' - 0"389.54'(8) #6(11) #6#4 @ 12" O.C.#4 @ 18" O.C.(2) #5 EA. FACE GB-32'-6" x 3'-0"-6"394.04'-3' - 6"391.04'(8) #6(11) #6#4 @ 12" O.C.#4 @ 18" O.C.(2) #5 EA. FACE GB-43'-6" x 3'-0"-6"394.04'-3' - 6"391.04'(8) #6(11) #6#4 @ 12" O.C.#4 @ 18" O.C.(2) #5 EA. FACE GB-51'-7 1/2" X 4'-6"-6"394.04'-5' - 0"389.54'(4) #6(6) #6#4 @ 12" O.C.#4 @ 18" O.C.(2) #5 EA. FACE 3/32" = 1'-0" 1 FOUNDATION PLAN PILE CAP SCHEDULE TYPE MARK DESCRIPTION WIDTHLENGTH THICKNESS PILE TYPE PC-2PILE CAP - 2 PILESSEE DETAILSEE DETAIL3' - 0"HELICAL PC-3PILE CAP - 3 PILESSEE DETAILSEE DETAIL3' - 0"HELICAL PC-4PILE CAP - 4 PILESSEE DETAILSEE DETAIL3' - 0"HELICAL PC-6PILE CAP - 6 PILESSEE DETAILSEE DETAIL3' - 0"HELICAL PC-8PILE CAP - 8 PILESSEE DETAILSEE DETAIL3' - 0"HELICAL PILE SCHEDULE TYPE MARKCOUNTDESCRIPTION CAP / GRADE BEAM EMBEDMENTDEPTH ALLOWABLE AXIAL CAPACITY ALLOWABLE LATERAL CAPACITY PL-H1303HELICAL PILE6"+/- 80'-0"80K5K FOUNDATION PLAN GENERAL NOTES SITE PREPARATION AND EXCAVATION 1.CLEAR, GRUB, AND STRIP TOPSOIL AND REMOVE SIGNIFICANT ROOT STRUCTURES WITHIN NEW EXTERIOR CONSTRUCTION AREAS. REMOVE ANY REMNANTS OF EXISTING STRUCTURES ENCOUNTERED FROM WITHIN THE NEW CONSTRUCTION AREA. ALL EXCAVATIONS TO REMOVE REMNANTS OF EXISTING BUILDING FOUNDATIONS AND FILL FROM WITHIN THE BUILDING FOOTPRINT SHALL BE BACKFILLED WITH COMPACTED STRUCTURAL FILL. THE STUCTURAL FILL SHOULD CONFORM TO NYSDOT SPECIFICATION 304.14 AND 733.0404 SUBBASE COURSE, TYPE 4 AND BE COMPACTED TO 98% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY. 2.ALL EXCAVATION SHOULD BE PERFORMED IN ACCORDANCE WITH ALL OSHA AND OTHER APPLICABLE SAFETY STANDARDS. 3.DEWATERING OPERATIONS SHOULD BE CONFIGURED TO ROUTE SURFACE RUNOFF AND GROUNDWATER AWAY FROM SITE AND OUT OF THE EXCAVATION. OPERATIONS SHALL CONFORM TO APPLICABEL ENVIRONMENTAL REGULATIONS. 4.CONTRACTOR SHALL REMOVE ALL EXISTING FOUNDATION OTHER THAN THE FOUNDATION SUPPORTING THE BRICK FACADE TO REMAIN GENERAL NOTES 1.CONTRACTOR SHOULD FAMILIARIZE THEMSELVES WITH THE SUBSURFACE INVESTIGATION REPORT LOCATED IN THE SPECIFICATIONS PRIOR TO START OF WORK. 2.PILE DRIVING CONTRACTOR IS RESPONSIBLE FOR PILE SURVEY. REFER TO SPECIFICATIONS. 3.CONTRACTOR SHALL PROVIDE TEST PITS AT EACH EXISTING BUILDING (WYLIE DRY CLEANING, THAYER APPLIANCE, NAPA, AND STATE DINER) TO ESTABLISH THE LOCATION OF THE EDGE AND THE DEPTH OF BUILDING FOOTING. CONTRACTOR TO NOTIFY ENGINEER OF RECORD IF EDGE OF FOOTING IS FARTHER FROM FACE OF BUILDING THAN 6". PILE INSTALLATION NOTES 1.Top 25'-0" of pile shall be hot dipped galvanized according to ASTM A153 and ASTM A123. Design life is 75 years according to ICC-ES AC355. Min. zinc coating thickness of 0.004". Net steel loss after galvanizing is expected to be less than 0.016". Construction caps shall be non-galvanized. 2.If required, field modification of hot dipped galvanized components shall be prepared and coated per the following in accordance with ASTM A780 "Standard Practice for Repair of Damaged and Uncoated Areas of Hot-dip Galvanized Coating": A.Grind all cut surfaces to a semi smooth appearance similar to the original plate edge from the manufacturer. B.Prepare surfaces in accordance with SSPC-SP11 or hand tool areas in accordance with SSPC-SP2. C.Coating must contain zinc dust. D.Complete a min. of two separate hand applied coatings of 0.002" per coat for a total of 0.004". 3.A hydraulic gear motor shall be provided with a max. torque rating 15% higher than the planned installation torque. 4.90% of the torsional strength rating of the pile shall not be exceeded during installation. 5.The installation shall be carefully monitored and record the following: A.Name of contractor's supervisor B.Name and model of equipment used during installation C.Description of pile geometry, lead length, extension lengths, etc. D.Date of installation E.Final pile depth at tip F.Total length installed G.Final inclination angle of shaft H.Installation torque per foot of depth I.Average installation torque for last 3ft J.Actual installed location K.Comments pertaining to interruptions, obstructions, etc. 6.If an obstruction is encountered during installation prior to reaching estimated refusal back out pile and attempt to reinstall to a min. of 3.0ft below obstruction or planned pile tip, whichever is greater. 7.Contractor shall maintain a min. center to center spacing between piles of at least 3 times the diameter of the largest helical plate. 8.Termination criteria case 1 meets the classic termination criteria for helical piles where the minimum required torque, averaged, shall be held at or greater than for a minimum of three consecutive feet. PILE SCHEDULE NOTES 1.ALL PILES SHOWN ON DRAWINGS ARE PL-H1 TYPE 2.ALL PILES ARE CENTERED ON GRADE BEAMS UNLESS NOTED OTHERWISE STEEL COLUMN BASE PLATE SCHEDULE MARKSIZEANCHOR BOLTSANCHOR EMBEDMENT BP118"X18"X7/8"(4) 3/4" Ø F1554 GR 36 HEAVY HEX HEAD15" BP218"X18"X1-1/8"(4) 3/4" Ø F1554 GR 36 HEAVY HEX HEAD15" BP318"X18"X1-3/8"(4) 3/4" Ø F1554 GR 36 HEAVY HEX HEAD15" BP420"X20"X2"(4) 1-1/4" Ø F1554 GR36 HEAVY HEX HEAD15" BP518"X18"X1-1/8"(4) 3/4" Ø F1554 GR 36 HEAVY HEX HEAD - CORNER LAYOUT- SEE DETAIL15" BP618"X18"X1-3/8"(4) 3/4" Ø F1554 GR 36 HEAVY HEX HEAD - CORNER LAYOUT- SEE DETAIL15" BP718"X18"X1-1/8"(4) 3/4" Ø F1554 GR 36 HEAVY HEX HEAD - EDGE LAYOUT - SEE DETAIL15" BP818"X18"X1-3/8"(4) 3/4" Ø F1554 GR 36 HEAVY HEX HEAD - EDGE LAYOUT - SEE DETAIL15" 1 NOT TO SCALE 2 GRADE BEAM REINFORCING DIAGRAM 1 1 # 5 @ 9 " ( M ) # 5 @ 1 8 " ( M ) # 5 @ 9 " ( M ) L1 L2 L3 L4 L7 L7 L8 L8 LELH LLLNLPLQLR LI L10 L10 L6 L6 LJ L12 L12 LM LK LC LB LDLO L13.2 L13.2 L14L14 L16L16 L11 L9 L9 LF L13.1 L13.1 C L S 2 C L S 1 C L S 1 C L S 1 C L S 1 C L S 1 C L S 2 C L S 1 C L M 1 C L S 1 C L S 1 CL-S1 C L S 1 C L S 1 CL-S1 C L S 1 C L S 1 C L S 1 C L S 1 CL-S1 C L M 1 C L S 1 C L S 1 C L S 1 C L S 1 C L S 1 C L S 1 C L S 1 C L S 1 C L S 1 C L S 1 C L M 1 C L S 1 C L S 1 C L S 1 C L S 1 C L S 1 C L S 1 C L S 1 C L S 1 C L S 1 C L S 1 C L S 1 C L M 1 C L S 1 C L M 1 CL-M1 C L M 1 C L M 1 C L M 1 C L M 1 C L M 1 C L M 1 C L M 1 C L S 1 C L M 1 C L M 1 C L M 1 C L M 1 C L M 1 C L M 1 C L M 1 L15 L15 LA 23' - 0 1/8"25' - 11 7/8"23' - 6"26' - 4 1/4"24' - 1"29' - 8 1/2"30' - 0 3/4" 13' - 3"13' - 1 1/4" 9 ' 7 3 / 8 " 1 5 ' 9 3 / 4 " 3 ' 9 3 / 8 " 9 ' 4 3 / 8 " 4 ' 1 1 5 / 8 " 1 2 ' 7 1 / 4 " 4 ' 7 3 / 8 " 2 ' 1 0 5 / 8 " 1 2 ' 0 1 / 2 " 4 ' 3 1 / 2 " C L S 1 C L S 1 C L S 1 C L S 1 C L M 1 L5 C L S 1 CL-S1 C L S 1 LG 4 S201 1 S201 6 S201 5 S201 27' - 0"27' - 0"27' - 6 3/8"29' - 0" 10' - 6 1/2"21' - 8"4' - 9 3/4"6' - 8 1/4" 7 ' 6 " 1 2 ' 0 1 / 2 " 4 ' 3 1 / 2 " 2 2 ' 0 7 / 8 " 1 1 ' 1 " 2 2 ' 0 7 / 8 " 1 1 ' 1 " 1 7 ' 8 7 / 8 " 2 2 ' 1 0 1 / 8 " 2 7 ' 0 " 2 7 ' 0 " 2 6 ' 1 0 5 / 8 " 1 2 ' 7 1 / 4 " 4 ' 1 1 5 / 8 " 9 ' 4 3 / 8 " 2 6 ' 1 1 1 / 4 " 2 9 ' 2 1 / 2 " 4 S203 6" CONC. SLAB W/ #5 @ 9" O.C. EAST-WEST AND #5 @ 18" O.C. NORTH-SOUTH, TYP. REBAR SHALL BE PLACED AT MIDDLE OF SLAB 4 S203 Sim 1 S202 1 S202 Sim 9 S202 3 S202 4 S202 5 S202 7 S202 PERIMETER SLAB ONLY AT THIS AREA * UP UPUP 12' - 5 7/8"10' - 6" 2 ' 9 " 9 ' 1 1 3 / 4 " CL-S1 SAW-CUT CONTROL JOINTS 18'-0" O.C., TYP. SEE DETAIL/ 6S202 3 3 / 4 " C L S 1 C L S 1 DEPRESS SLAB 3/4" FOR WALK-OFF MAT IN THIS AREA DEPRESS SLAB 3/4" FOR WALK-OFF MAT IN THIS AREA 8 S202 L14.2 *CONTRACTOR SHALL PROVIDE COMPACTED STRUCTURAL FILL UP TO BOTTOM OF SLAB ELEVATION 2 S202 TYPICAL F.F. = 394.54 OVERLAY CONCRETE RAMP OVERLAY CONCRETE RAMP F.F. = 395.00 5 S201 Sim F.F. = 395.07 ALL STEEL COLUMNS IN PARKING AREAS TO BE ENCASED IN CONCRETE TO A HEIGHT OF 9'-2 1/2" ABOVE FINISHED FIRST FLOOR, TYPICAL. SEE DETAIL C L M 1 CL-M1 7 S202 Sim 1 ' 3 1 / 2 " 1 ' 0 " 1 ' 9 " 7 ' 6 5 / 8 " 9' - 10 1/2"14' - 2 1/2"11' - 4"12' - 9 1/2"10' - 5"12' - 9 1/2"12' - 5 1/4" L5.5 6" CONC. SLAB W/ #5 @ 9" O.C. EAST-WEST AND #5 @ 18" O.C. NORTH-SOUTH, TYP. REBAR SHALL BE PLACED AT MIDDLE OF SLAB SLAB TOPPING F.F. = 394.97 E L E V A T O R P I T 4" CONCRETE SLAB WWF 6X6 W4.0 X W4.0 SLAB TOPPING F.F. = 395.07 4" CONCRETE SLAB WWF 6X6 W4.0 X W4.0 4" CONCRETE SLAB WWF 6X6 W4.0 X W4.0 C L S 1 C L S 1 CL-S1 2 ' 9 7 / 8 " 13 S201 10 S202 1 11 S202 / 11S202 1 1 STEEL COLUMN CMU PILASTER MASONRY WALL CONCRETE GRADE BEAM BELOW RE-BAR (MIDDLE) - SIZE / SPACING C L M 1 C L S 1 S101 NOTES 1. SEE FOUNDATION PLAN, S100 FOR BASE PLATE SCHEDULE. 2. ALL BOTTOM OF COLUMN BASE PLATE ELEVATION SHALL BE TOP OF GRADE BEAM + 3/4" FOR NON-SHRINK GROUT. 3. CONTRACTOR TO COORDINATE THE LOCATION OF MILLWORK/FURNITURE BASEPLATES IN THE RESIDENT LOUNGE WITH SLAB INSTALLATION. REFER TO ID DRAWINGS FOR LOCATIONS OF MILLWORK WITH STEEL BASEPLATES. MILLWORK CONTRACTOR RESPONSIBLE FOR STEEL WITHIN MILLWORK. 4. CONNECT WIDE FLANGE BEAMS TO CMU COLUMNS WITH 15.5"X15.5"X2" BEARING PLATES. PLATES SHALL HAVE (4) 3/4"X4" STUDS WELDED TO BOTTOM AND EMBEDDED INTO CMU COLUMNS. 1. REMOVE ALL INTERIOR STUCCO FINISH. NOTIFY ENGINEER OF RECORD ONCE ALL STUCCO HAS BEEN REMOVED. ENGINEER OF RECORD SHALL INSPECT INTERIOR FACE OF BRICK TO ADVISE ON LOCATIONS REQUIRING RE-POINTING. 2. REFER TO EXISTING BRICK REPAIR/RESTORATION ON SHEET S001 FOR OUTLINE OF WORK REQUIRED ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION As indicated 1 1 1 1S S S ST TT T F FF FL LL LO O O OO O O OR R R R S S S SL LL LA A A AB B B B P P P PL LL LA A A AN N N N S S S S1 1 1 10 0 0 01 1 1 1 Taitem 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 3/32" = 1'-0" 1 1ST FLOOR SLAB PLAN FIRST FLOOR SLAB PLAN LEGEND STEEL COLUMN SCHEDULE TYPE MARK TYPE ADDITIONAL INFO CL-S1W12X65SEE FOUNDATION PLAN FOR REQ'D BASE PLATE CL-S2W12X96SEE FOUNDATION PLAN FOR REQ'D BASE PLATE MASONRY COLUMN SCHEDULE TYPE MARK WIDTHLENGTH VERTICAL REINFORCEMENT TOP AND BOTTOM STIRRUPS MIDDLE STIRRUPSCOMMENTS CL-M11' - 4"1' - 4"(8) #7#3 @ 12" O.C.#3 @ 12" O.C. 1ST FLOOR BRICK REHABILITATION NOTES 1 L1 L2 L3 L4 L7 L7 L8 L8 LELH LLLNLPLQLR LI L10 L10 L6 L6 LJ L12 L12 LM LK LC LB LDLO L13.2 L13.2 L14L14 L16L16 L11 L9 L9 LF W14X53 (-2") W 2 4 X 1 6 2 ( 0 " ) W 2 4 X 1 4 6 ( 2 " ) W 1 4 X 9 0 ( 2 " ) W 1 6 X 5 7 ( 0 " ) W24X146 (0") W 2 4 X 1 4 6 ( 0 " ) W 2 4 X 1 4 6 ( 0 " ) W 2 4 X 1 4 6 ( 0 " ) W 2 4 X 1 4 6 ( 0 " ) W 2 7 X 1 9 4 ( 0 " ) W 2 4 X 5 5 ( 4 " ) W 2 4 X 5 5 ( 4 " ) W 2 4 X 1 9 2 ( 4 " ) W 2 4 X 1 4 6 ( 0 " ) W 2 4 X 1 4 6 ( 0 " ) W 1 6 X 5 7 ( 2 " ) L13.1 L13.1 C L M 1 CL-S1 C L S 1 C L S 1 C L S 2 C L S 1 C L M 1 C L S 1 C L S 1 C L S 1 C L S 1 CL-S1 C L S 1 C L S 1 C L S 1 C L S 1 C L S 1 C L S 1 CL-M1 C L S 1 C L S 1 C L S 1 C L S 2 C L S 1 C L S 1 C L S 1 C L S 1 C L S 1 C L S 1 C L S 1 C L S 1 C L S 1 C L M 1 C L S 1 C L S 1 C L S 1 C L S 1 C L S 1 C L S 1 C L S 1 C L S 1 C L S 1 C L S 1 C L S 1 C L M 1 C L S 1 C L M 1 C L M 1 C L M 1 C L M 1 C L M 1 C L M 1 C L M 1 CL-M1 W 2 4 X 1 9 2 ( 0 " ) W 1 4 X 9 0 ( 2 " ) W 1 6 X 5 7 ( 0 " ) W 1 6 X 8 9 ( 0 " ) W 1 6 X 8 9 ( 0 " ) C L M 1 C L M 1 C L M 1 C L M 1 C L M 1 C L M 1 C L S 1 C L M 1 C L M 1 L15 LA C L M 1 W 2 7 X 1 9 4 ( 0 " ) W 2 7 X 1 9 4 ( 0 " ) W 2 4 X 5 5 ( 4 " ) W 2 7 X 1 9 4 ( 0 " ) W 1 2 X 2 6 ( 4 " ) W12X26 (0") W 1 2 X 2 6 ( 0 " ) W 1 2 X 2 6 ( 0 " ) W 1 6 X 8 9 ( 2 " ) W 1 6 X 5 7 ( 2 " ) W14X53 (-2") W 1 8 X 1 1 9 ( 0 " ) W 1 8 X 1 1 9 ( 0 " ) W 1 6 X 5 7 ( 0 " ) W12X26 (0") W24X146 (0")W24X146 (0")W24X146 (0") W14X53 (-2")W14X90 (-2")W14X53 (-2") W 2 4 X 1 6 2 ( 0 " ) W 2 4 X 1 6 2 ( 0 " ) W 1 2 X 2 6 ( 0 " ) W 2 4 X 1 4 6 ( 0 " ) W 2 4 X 1 4 6 ( 0 " ) W 2 4 X 1 4 6 ( 0 " ) W 2 4 X 1 4 6 ( 0 " ) W 2 4 X 1 4 6 ( 0 " ) W 2 4 X 1 4 6 ( 0 " ) W 2 4 X 1 4 6 ( 0 " ) W 2 4 X 1 4 6 ( 0 " ) W 2 4 X 1 4 6 ( 0 " ) L5 W 2 4 X 5 5 ( 4 " ) W 2 4 X 6 2 ( 4 " ) W 2 4 X 6 2 ( 4 " ) LG W 1 6 X 8 9 ( 0 " ) 1 ' 3 1 / 2 " 4 ' 3 1 / 2 " 1 2 ' 0 1 / 2 " 2 ' 1 0 5 / 8 " 4 ' 7 3 / 8 " 1 2 ' 7 1 / 4 " 4 ' 1 1 5 / 8 " 9 ' 4 3 / 8 " 1 9 ' 7 1 / 8 " 9 ' 7 3 / 8 " 27' - 0"27' - 0"27' - 6 3/8"29' - 0" 1 2 ' 0 1 / 2 " 4 ' 3 1 / 2 " 2 2 ' 0 7 / 8 " 1 1 ' 1 " 2 2 ' 0 7 / 8 " 1 1 ' 1 " 1 7 ' 8 7 / 8 " 2 2 ' 1 0 1 / 8 " 2 7 ' 0 " 2 7 ' 0 " 2 6 ' 1 0 5 / 8 " 32' - 2 1/2"11' - 5 7/8" 10' - 6 1/2"21' - 8"4' - 9 3/4"6' - 8 1/4" 14 S204 6 S204 1 S204 12 S204 1 S202 8" 6 S204 Sim 1 ' 0 " C T N 1 B C T N 1 A C T N 2 A C T N 2 B C T N 3 A C T N 3 B C T N 4 B C T N 4 A W 2 4 X 5 5 ( 4 " ) C T N 5 A C T N 6 A C T N 6 B C T N 8 A C T N 8 B C T N 9 A C T N 1 0 A C T N 1 1 A C T N 9 B C T N 1 0 B C T N 1 1 B CTN-12ACTN-12BCTN-13B W 2 7 X 1 9 4 ( 0 " ) C T N 5 B W 2 4 X 1 4 6 ( 2 " ) 9 S204 C T N 7 A C T N 7 B 5 S204 1 S207 3 3 / 4 " W14X53 (-2") 11 S204 13 S204 SIM 10 S204 SIM 10 S204 SIM 10 S204 SIM 10 S204 SIM 13 S204 SIM 12 S204 Sim W14X53 (-2") 15 S204 SIM 16 S204 SIM 8 S204 SIM 8 S204 SIM W 2 4 X 5 5 ( 4 " ) W 1 2 X 2 6 ( 4 " ) CTN-13A L14.2 2 S204 SEE DETAIL FOR TYPICAL SLAB EDGE GUSSET PLATE REINFORCING, 4'-0" O.C. AND AT POSTS AND ENDS OF SHEAR WALLS ALONG BUILDING PERIMETER CL-M1 CL-M1 8" L5.5 7 ' 9 " 4 ' 1 1 3 / 8 " 1 0 ' 1 3 / 4 " 2 ' 7 3 / 8 " 5' - 2 1/8"7' - 10" 10' - 7"2' - 0" 11" 4' - 0"6' - 6 1/8" 6 " 1 ' 1 0 1 / 8 " 4' - 6"9' - 10 1/4" 1 0 3 / 8 " 1 7 ' 4 " 1 0 3 / 8 " 1 ' 0 1 / 2 " 4 ' 1 0 3 / 8 " 17' - 0 5/8"1 5/8" 7' - 1"9' - 11 5/8" 1 5/8" 7' - 0 1/2"4' - 0" 2 ' 0 " 8 " 1' - 10 5/8" 3' - 3 5/8" 1 ' 1 0 1 / 8 " 5 ' 1 " 3' - 3 3/4" 1 4 ' 1 0 " 15' - 5 5/8" 5' - 5 5/8" 7' - 0 1/4" 2 ' 5 5 / 8 " 4 ' 3 1 / 8 " 8 S206 13' - 3"13' - 1 1/4"9' - 10 1/2"14' - 2 1/2"11' - 4"12' - 9 1/2"10' - 5"12' - 9 1/2"12' - 5 1/4" 23' - 0 1/8"25' - 11 7/8"23' - 6"26' - 4 1/4"24' - 1"29' - 8 1/2"30' - 0 3/4" 3 S206 4 S206 4 S206 SIM 4 S206 S I M 1 1 10 S203 MASONRY BEARING WALL BELOW STEEL BEAM BELOW STEEL MOMENT FRAME MOMENT FRAME CONNECTION LABEL TOP OF STEEL STEEL COLUMN BELOW CMU PILASTER BELOW CONCRETE PLANK SPAN DIRECTION W24X55 C L M 1 C L S 1 CTN-1A T.O.S. V M A 1. REMOVE ALL INTERIOR STUCCO FINISH. NOTIFY ENGINEER OF RECORD ONCE ALL STUCCO HAS BEEN REMOVED. ENGINEER OF RECORD SHALL INSPECT INTERIOR FACE OF BRICK TO ADVISE ON LOCATIONS REQUIRING RE-POINTING. 2. REFER TO EXISTING BRICK REPAIR/RESTORATION ON SHEET S001 FOR OUTLINE OF WORK REQUIRED ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION As indicated 2 2 2 2N N N ND D D D F FF FL LL LO O O OO O O OR R R R F FF FR R R RA A A AM M M MI II IN N N NG G G G PLAN PLAN PLAN PLAN S S S S1 1 1 10 0 0 02 2 2 2 Taitem 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 3/32" = 1'-0" 1 2ND FLOOR FRAMING PLAN S102 GENERAL NOTES 1.T.O.S. = 11'-9" = 0" T.O.S. VARIATIONS SHOWN (+) OR (-) FROM 0" 2.ALL EXTERIOR WALLS, CORRIDOR WALLS, AND SHEAR WALLS SHALL BEAR DIRECTLY ON PLANK. 3.ALL NON-LOAD BEARING AND INTERIOR PARTITIONS BEAR DIRECTLY ON PLANK. 4.FOR BEARING WALL AND SHEAR WALL SILL PLATE ANCHORAGE, SEE "WALL SILL PLATE ANCHORAGE TO PLANK" ON SHEAR WALL KEY PLAN, SHEET S107 5.CONTROL / SAWCUT JOINTS SHALL BE SPECIFIED BY PLANK MANUFACTURER STEEL COLUMN SCHEDULE TYPE MARK TYPE ADDITIONAL INFO CL-S1W12X65SEE FOUNDATION PLAN FOR REQ'D BASE PLATE CL-S2W12X96SEE FOUNDATION PLAN FOR REQ'D BASE PLATE SECOND FLOOR FRAMING PLAN LEGEND MASONRY COLUMN SCHEDULE TYPE MARK WIDTHLENGTH VERTICAL REINFORCEMENT TOP AND BOTTOM STIRRUPS MIDDLE STIRRUPSCOMMENTS CL-M11' - 4"1' - 4"(8) #7#3 @ 12" O.C.#3 @ 12" O.C. MOMENT, SHEAR & AXIAL FORCE CONNECTION SCHEDULE CONNECTION A M (K-ft)V (K)A (K)CONNECTION BM (K-ft)V (K)A (K) CTN-1A82.530.50CTN-1B82.530.50 CTN-2A46.5830CTN-2B5481150 CTN-3A52.3830CTN-3B0130 CTN-4A81310CTN-4B81310 CTN-5A671480CTN-5B9632 040 CTN-6A9271440CTN-6B2220 CTN-7A93330CTN-7B78330 CTN-8A197730CTN-8B82620 CTN-9A397640CTN-9B197350 CTN-10A248900CTN-10B39799.50 CTN-11A60.5280CTN-11B40260 CTN-12A62270CTN-12B61270 CTN-13A40430CTN-13 B40430 1.M = MOMENT, V = SHEAR, A = AXIAL 2.K-ft = KIP FEET, K = KIPS 3.KIPS = 1,000 LBS 4.REFER TO STEEL DETAILS ON SHEET S204 5.ALL MOMENTS AND AXIAL LOADS SHOWN IN SCHEDULE ABOVE ARE REVERSIBLE. 2ND FLOOR BRICK REHABILITATION NOTES LOAD BEARING WALL ABOVE SHEAR WALL ABOVE WOOD POST ABOVE CMU WALL BELOW STEEL BEAM BELOW STEEL COLUMN BELOW CONCRETE PLANK SPAN DIRECTION PLANK AREA OUTSIDE OF HABITABLE SPACE L1 LE LR LJ L12 LCLO L16L16 L9 A AB DE FGH JK K 1 4 3 5 8 7 9 10 11 2 2 . 1 1 K 6 L15 LAC C 1 . 5 K 1 . 5 K 1.5K 1.5K 1 0 . 7 7 K 9 K 5 . 3 K 5 . 3 K 5 . 3 K 5 . 3 K 8 . 9 K 8 . 9 K 5 . 7 5 K 5 . 7 5 K 6 . 7 5 K 6 . 7 5 K 3.89K 4 . 5 8 K 4 . 5 8 K 5K3.89K 3 . 8 9 K 3 . 8 9 K 2 1 K 2 1 K 1 2 K 1 2 K 1 2 K 1 2 K 1 7 K 1 7 K 1 1 . 4 2 K 12.33K 3 . 3 2 K 3 . 3 2 K 1 2 K 1 1 . 5 2 K 1 2 K 1 2 K 1 2 K 1 2 . 3 3 K 2 . 1 1 K 2 . 1 1 K 2 . 1 1 K 4 . 9 K 1 1 . 5 2 K 1 . 6 5 K 1 . 6 5 K 1 . 6 5 K 1 . 6 5 K 2 . 1 1 K 2.11K 2 . 1 1 K 2 . 1 1 K 2.1K 1 4 . 8 2 K 12K 1 1 . 2 K 5 . 2 4 K 31 '1-0"24 '5- 3/4" 9 K 5 . 3 K 5 . 3 K 5 . 3 K 5 . 3 K 8 . 9 K 8 . 9 K 7.1K 7.1K 5 . 7 5 K 5 . 7 5 K 6 . 7 5 K 6 . 7 5 K 4 . 5 8 K 4 . 5 8 K 3 . 8 9 K 3 . 8 9 K 2 . 1 1 K 2 . 1 1 K 2 . 1 1 K 2 . 1 1 K 2 . 1 1 K 2 . 1 1 K 2 . 1 1 K 2 . 1 1 K 2 . 1 1 K 2 . 1 1 K 2 . 1 1 K 2 . 1 1 K 2 . 1 1 K 2 . 1 1 K 2 . 1 1 K 2 . 1 1 K 2 . 1 1 K 2 . 1 1 K 2 . 1 1 K 2 . 1 1 K 2 . 1 1 K 2 . 1 1 K 2 . 1 1 K 2 . 1 1 K 2 . 1 1 K 2 . 1 1 K 2 . 1 1 K 3 . 0 3 K 3 . 0 3 K 4 . 5 4 K 4 . 5 4 K 2 . 1 1 K 2 . 1 1 K 2 . 1 1 K 2 . 1 1 K 2 . 1 1 K 2 . 1 1 K 5 . 7 5 K 5 . 7 5 K 2 . 1 1 K 2 . 1 1 K 7 . 9 1 K 7 . 9 1 K 1 5 . 0 2 K 1 5 . 0 2 K 1 1 . 4 K 11.4K 6 . 3 4 K 6 . 3 4 K 5 . 2 8 K 5 . 2 8 K 6 . 3 3 K 6 . 3 3 K 3 . 8 9 K 3 . 8 9 K 3 . 8 9 K 3 . 8 9 K 6 . 6 6 K 6 . 6 6 K 2 . 1 1 K 2 . 1 1 K 2 . 1 1 K 2 . 1 1 K 2 . 1 1 K 2 . 1 1 K 2 . 1 1 K 3 . 3 1 K 1 2 . 8 4 K 2 0 . 7 2 K 1 5 . 6 K 2 . 3 K 2 . 1 1 K 2 . 1 1 K 2 . 1 K 5.82K 6 . 9 1 K 6 . 9 1 K 6 . 9 1 K 1 . 0 4 K 1 4 . 8 2 K 4 3 . 1 K 2 2 . 7 7 K 4 3 . 1 K 4 3 . 1 K 4 . 8 1 K 5 . 1 8 K 5 . 1 8 K 4 . 9 K 4 . 9 K 6 . 1 4 K 6 . 1 4 K 4 . 9 K 1 0 . 7 7 K 5 . 2 4 K 1 1 . 2 K 1 8 . 1 2 K 4 . 2 4 K 4 . 2 4 K 4 . 2 4 K 3 . 7 6 K 4 . 6 K 3 . 8 1 K 2 . 6 2 K 5 K 3 . 3 2 K 3 . 3 2 K 1 7 K 1 7 K 1 2 K 1 2 K 1 2 K 1 2 K 2 1 K 2 1 K 2 1 . 6 9 k 2 1 . 6 9 k 1 2 K 1 2 K 1 2 K 1 2 K 1 1 . 5 2 K 1 1 . 5 2 K 1 . 6 5 K 1 . 6 5 K 1 . 6 5 K 1.65K 1 . 6 5 K 1.65K 1 1 . 4 2 K 1 1 . 4 2 K 1 1 . 4 2 K 1 8 . 5 4 K 1 8 . 5 4 K 1 2 . 3 3 K 1 2 . 3 3 K 1 2 . 3 3 K 1 2 . 3 3 K 1 2 . 3 3 K 1 2 . 3 3 K 1 2 . 3 3 K 1 2 . 3 3 K 1 2 . 3 3 K 1 1 . 4 2 K 1 1 . 4 2 K 1 1 . 4 2 K 1 1 . 4 2 K 1 . 5 K 1 . 5 K 4 . 2 K 4 . 2 K 7 . 6 K 7 . 6 K 1 0 . 0 7 K 1 0 . 0 7 K 3 . 5 K 3 . 5 K 3 . 5 K 3 . 5 K 3 . 5 K 3 . 5 K 3 . 5 K 3 . 5 K 3 . 5 K 3 . 5 K 3 . 5 K 3 . 5 K 3 . 5 K 3 . 5 K 3 . 5 K 3 . 5 K 3 . 5 K 3 . 5 K 3 . 5 K 3 . 5 K 3 . 5 K 3.5K 1 1 . 5 2 K 1 1 . 5 2 K 1 . 7 1 K 1 . 7 1 K 1 1 . 5 2 K 1 1 . 5 2 K 1 . 7 1 K 1 . 7 1 K 1 . 7 1 K 1 . 7 1 K 1 3 K 1 3 K 1 3 K 1 3 K 1 3 K 1 3 K 1 3 K 1 3 K 2 1 . 9 6 K 2 1 . 9 6 K 2 1 . 9 6 K 2 1 . 9 6 K 1 . 7 1 K 1.71K 1 . 6 5 K 1.65K 1 . 7 1 K 1 . 7 1 K 1 . 7 1 K 1 . 7 1 K 6 . 4 6 K 6 . 4 6 K 0 . 2 4 K 0 . 2 4 K 1 . 1 3 K 1 . 1 3 K 1 . 1 3 K 1 . 1 3 K 1 . 1 3 K 1 . 1 3 K 1 . 1 3 K 1 . 1 3 K 1 . 1 3 K 1 . 1 3 K 0 . 2 4 K 0 . 2 4 K 1 . 1 3 K 1 . 1 3 K 1 . 1 3 K 1 . 1 3 K 1 . 1 3 K 1 . 1 3 K 1 . 1 3 K 1 . 1 3 K 1 . 1 3 K 1 . 1 3 K 1 . 1 3 K 1 . 1 3 K 3 8 . 9 4 K 3 6 . 3 3 K 4 2 . 1 K 2 9 . 7 K 2 3 . 2 3 K FTT N. ,I.Y.L/P.BSL 11 '6- 1/8" "4/3 '9-6 5 /"14 8- '31 50 '5- 1/2" /"18 11- '73 5" 97'- 8"7/2 29'- 4"1/2 49'- "4/3 '5-3 3 4"3/2 62'- 8"1/11 49'- 17' -5 8"5/23' -8 8"1/41' -2 8"3/ "8/3 '0-6 2"'1-2 2 "4/3 0'1-4 2"8/5 1'1-0 2 "4/1 '2-0 2 251 '41- "3 / 39' - 4 12/" 2227 '"1 - / 3' -6" 7 0 0 P L F 8"3/9 19'- 8"7/8 20'- 3 . 3 3 K 3 . 3 3 K "/85 -5' 0 4 "8/'5 - 85 2 16' - 10 78/" W I N D T = 2 K W I N D T = 1 . 5 K CROSS-HATCHED AREAS INDICATE PLANK AREA OUTSIDE OF HABITABLE SPACE, TYP. 40 PSF SNOW LOAD + 10 PSF DL (IMPOSED). COORDINATE W/ ARCHITECTURAL PLANS FOR ROOF ASSEMBLY CROSS-HATCHED AREAS INDICATE PLANK AREA OUTSIDE OF HABITABLE SPACE, TYP. 40 PSF SNOW LOAD + 10 PSF DL IMPOSED). COORDINATE W/ ARCHITECTURAL PLANS FOR ROOF ASSEMBLY. 4 . 8 1 K 3.57K W I N D 1 8 . 2 K W I N D 1 8 . 2 K W I N D 1 3 . 6 K W I N D T = 1 . 5 K W I N D T = 2 K W I N D 9 . 1 K W I N D 9 . 1 K W I N D 9 . 1 K W I N D 9 . 1 K W I N D 1 2 . 6 K W I N D 9 . 1 K W I N D 1 2 . 6 K W I N D 1 2 . 6 K W I N D 9 . 1 K W I N D 9 . 1 K W I N D 9 . 1 K W I N D 9 . 1 K W I N D 9 . 1 K W I N D 9 . 1 K W I N D 9 . 1 K W I N D 9 . 1 K W I N D 1 2 . 6 K W I N D 1 2 . 6 K W I N D 1 2 . 6 K W I N D 9 . 1 K W I N D 1 2 . 6 K W I N D 1 2 . 6 K W I N D 9 . 1 K W I N D 1 2 . 6 K W I N D 1 2 . 6 K W I N D 9 . 1 K W I N D 9 . 1 K W I N D 1 2 . 6 K W I N D 9 . 1 K W I N D 9 . 1 K W I N D 9 . 1 K W I N D 9 . 1 K W I N D 9 . 1 K W I N D 9 . 1 K W I N D 9 . 1 K W I N D 9 . 1 K W I N D 1 2 . 6 K 3 . 8 9 K 3 . 8 9 K 8"1/8 39'- 5887 '"5 - / 4"1/-7 15'4" 3'- 1784 '"3 - / 1/81" 1-4 ' "'4-3 3/43" 3-9 ' 39' -2" 3/43" 3-9 ' "/43 -3' 9 3 1489 '"3 - / 315 '"- 82 '"- 391 '"- "8/1 '0- 91 "8/'3 - 94 3 '"- 97 1 "8/'7 - 97 1 "8/'3 - 19 "8/'7 - 37 2 10' -2 8"5/10' -4 8"5/3' -4" 8"5/0 13'- 2" 3'- 78 '"- 2"1/6 9'- 34 '"- 11 '1- " 1 9 . 2 4 K 7.4K W I N D 1 2 . 6 K 4 . 9 K 1 . 1 2 K 1 . 1 2 K 1 . 1 2 K 1 . 1 2 K L5.5 5 1 / 4 " 4 7/8"4 7/8" 1 1 1 / 4 " 1 1 ' 5 3 / 4 " 1 ' 6 " V . I . F . 1 ' 0 " 1 ' 0 " 1' - 7 7/8" V.I.F.10"4 7/8" 5 1/2" V . I . F . 1 1 ' 2 3 / 8 " W I N D 1 2 . 6 K W I N D 1 2 . 6 K 3" -35 ' 5 , 8 7 1 P L F . W I N D 1 8 . 2 K 4"1/7 11'- 8 4 0 P L F 4"3/4 11'- 8 4 0 P L F W I N D 1 8 . 2 K W I N D 1 8 . 2 K 8"1/11 -35 ' 3 . 2 8 5 P L F ( T Y P I C A L , A L L W A L L S E G M E N T S A L O N G T H I S L N E ) 8"1/11 -35 ' 3 . 2 8 5 P L F ( T Y P I C A L , A L L W A L L S E G M E N T S A L O N G T H I S L N E ) 345/" 2-4 ' 345/" 2-4 ' 2 , 9 0 3 P L F . ( T Y P I C A L , A L L W A L L S E G M E N T S A L O N G T H I S L N E ) 3 , 0 5 3 P L F . ( T Y P I C A L , A L L W A L L S E G M E N T S A L O N G T H I S L N E ) W I N D 1 8 . 2 K W I N D 9 . 1 K 2"1/10 12'- 7 5 8 P L F 5081 '"5 - / 388/" 1-8 ' 3 , 7 0 6 P L F . 491 '0- " 3 , 3 3 9 P L F . ( T Y P I C A L , A L L W A L L S E G M E N T S A L O N G T H I S L N E ) 7 5 8 P L F W I N D 1 3 . 6 K 4 , 0 3 7 P L F . 3 , 8 3 2 P L F . 3 , 1 6 7 P L F . ( T Y P I C A L , A L L W A L L S E G M E N T S A L O N G T H I S L N E ) 582/" 4-4 ' 8"7/7 19'- 1 , 5 3 6 P L F W I N D 9 . 1 K 2 , 8 7 8 P L F 2 , 1 6 8 P L F 2 , 4 0 6 P L F 4885 '"5 - / 1 , 6 1 4 P L F . W I N D 9 . 1 K 1 , 5 3 6 P L F . 5 , 2 0 0 P L F 6 , 5 7 6 P L F 4" 3'- 6 4 0 P L F 1 , 0 2 2 P L F 3 6 0 P L F 5 , 4 3 9 P L F 1 , 2 0 0 P L F 4 0 0 P L F 1 , 2 8 0 P L F 5 , 4 3 9 P L F 6 , 2 1 9 P L F 3 , 9 1 2 P L F 1 , 5 3 6 P L F 6 , 8 6 9 P L F 6 , 8 6 9 P L F 6 , 8 6 9 P L F 6 , 8 6 9 P L F 5 , 1 3 5 P L F 1 , 5 3 6 P L F 8 4 0 P L F ( T Y P I C A L , A L L W A L L S E G M E N T S A L O N G T H I S L I N E ) "8/1 '4-3 "'4-3 "'4-3 4" 3'- 4"1/3 3'- "'4-3 "'4-3 "'4-3 "4- '3 /"18 8- '2 4"1/3 3'- 2 , 1 5 9 P L F 1 , 6 1 4 P L F 1 , 5 3 6 P L F 6 , 8 4 7 P L F 3386 '"3 - / 5 , 1 4 9 P L F 4 , 3 1 2 P L F 4 , 8 4 6 P L F 2 , 2 5 9 P L F 5 , 8 6 0 P L F 1 , 5 3 6 P L F 6 , 8 6 9 P L F 6 , 8 6 9 P L F 3 , 8 8 2 P L F 4 , 5 5 7 P L F 2"1/1 3'- 2' -6 8"7/ 4"3/6 1'- 8 4 0 P L F ( T Y P I C A L , A L L W A L L S E G M E N T S A L O N G T H I S L I N E ) 3 , 4 9 2 P L F 1 , 3 6 8 P L F . 3 , 5 8 6 P L F 4 , 1 8 2 P L F 3 , 8 1 4 P L F 3 , 9 2 2 P L F 3 , 2 7 2 P L F 4 . 8 4 K 4 . 8 4 K 8 4 0 P L F 7 5 8 P L F 2 , 2 2 4 P L F 3 , 4 1 4 P L F 4 , 1 8 9 P L F 3 , 4 1 4 P L F 2 , 9 7 6 P L F 24' -3 2"1/ 1 , 3 6 2 P L F W I N D 1 2 . 6 K 3 , 4 9 2 P L F ( T Y P I C A L , A L L W A L L S E G M E N T S A L O N G T H I S L I N E ) 1' -8"1' -6 4"3/ LL & DL RATIOS: LL DL 1) EXTEROR LOAD BEARING WALLS = 50% 50% 2) INTERIOR LOAD BEARING WALLS = 54% 46% 3) EXTERIOR NON-LOAD BEARING WALLS = 10% 90% 4) INTERIOR NON-LOAD BEARING WALLS = 28% 72% 1 1 4" 3'- 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION As indicated 2 2 2 2N N N ND D D D F FF FL LL LO O O OO O O OR R R R P P P PL LL LA A A AN N N NK K K K L LL LO O O OA A A AD D D DI II IN N N NG G G G P P P PL LL LA A A AN N N N S S S S1 1 1 10 0 0 02 2 2 2. . . .1 1 1 1 Taitem 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET CONCRETE PLANK LOADING PLAN LEGEND S102.1 GENERAL NOTES 1.PLAN IS FOR REFERENCE FOR PLANK DESIGN. FOR PLANK ORIENTATION REFER TO S102 2.T = TENSION DUE TO WIND OR SEISMIC C = COMPRESSION DUE TO WIND OR SEISMIC LOAD TOTALS SHOWN REPRESENT 53% LL/SL PLUS 47% DL ALL LOADS SHOWN ARE IN ALLOWABLE STRESS DESIGN 3.ADDITIONAL TENSION AND COMPRESSION LOADS OCCUR ON TOP OF CONCRETE BEAMS AND ARE NOT SHOWN, BUT ARE OF SIMILAR MAGNITUDE AS ONES SHOWN. 4.IN ADDITION TO THE LINE AND POINT LOADS SHOWN, THERE WILL BE UNIFORM DISTRIBUTED LOADS ON THE PLANKS OF: A) AT CORRIDORS; 80 PSF LIVE LOAD AND 25 PSF DEAD LOAD B) AT APARTMENT UNITS; 40 PSF LIVE LOAD AND 25 PSF DEAD LOAD 5.REFER TO S102 FOR PLANK OPENINGS AND PENETRATIONS. 6.A CAD DRAWING OF PLANK LOADING PLAN IS AVAILABLE IF REQ'D. 7.PLF INDICATES LBS. / LIN. FT. 3/32" = 1'-0" 1 2ND FLOOR PLANK LOADING PLAN L1 LE LR LJ L12 LCLO L16L16 L9 A AB DE FGH JK K 1 4 3 5 8 7 9 10 11 11 2 3 H 1 D 3 H 1 D 3 H 1 3 H 1 A 3-H2 3 H 3 3 H 2 3 H 2 3 H 2 3 H 2 3-H23-H23-H23-H23-H23-H2 3 H 2 3 H 2 3 H 2 3 H 2 3 H 2 B 3-H2A 3-H2 3-H2 3 H 2 3 H 2 3 H 1 C 3 H 1 B 3 H 3 3 H 3 3-H2 3 W 5 B 3 W 5 3 W 5 3 W 5 3 W 5 3 W 5 3 W 6 3 W 5 B 3-W53-W53-W53-W53-W5 3 W 5 3-H2 3 H 2 3 H 2 C 3-B1 3 B 2 3 B 1 6 3 B 3 5 3 B 3 4 3 B 3 3 3 B 3 6 3 B 3 7 3 B 3 8 3 B 3 9 3 B 4 0 3 B 4 1 1 6 " L S L 1 . 3 E 1 7 5 0 F B R I M B O A R D 1 6 " L S L 1 . 3 E 1 7 5 0 F B R I M B O A R D 1 6 " L S L 1 . 3 E 1 7 5 0 F B R I M B O A R D 1 6 " L S L 1 . 3 E 1 7 5 0 F B R I M B O A R D 1 6 " L S L 1 . 3 E 1 7 5 0 F B R I M B O A R D 1 6 " L S L 1 . 3 E 1 7 5 0 F B R I M B O A R D 1 6 " L S L 1 . 3 E 1 7 5 0 F B R I M B O A R D 1 6 " L S L 1 . 3 E 1 7 5 0 F B R I M B O A R D 1 6 " L S L 1 . 3 E 1 7 5 0 F B R I M B O A R D @ 1 6 " F l r T r u s s 1 6 " @ 1 6 " F l r T r u s s 1 6 " @ 1 6 " F l r T r u s s 1 6 " @ 1 6 " F l r T r u s s 1 6 " @ 1 6 " F l r T r u s s 1 6 " @ 2 x 6 1 6 " @ 1 6 " F l r T r u s s 1 6 " @ 1 6 " F l r T r u s s 1 6 " @ 1 6 " F l r T r u s s 1 6 " @ 1 6 " F l r T r u s s 1 6 " @ 1 6 " F l r T r u s s 1 6 " @ 1 6 " F l r T r u s s 1 6 " @ 2x616" @ 1 6 " F l r T r u s s 1 6 " @ 2 x 6 1 6 " @ 1 6 " F l r T r u s s 1 6 " @ 1 6 " F l r T r u s s 1 6 " @ 2x616" @ 2x616" @ 1 6 " F l r T r u s s 1 6 " 3 H 6 3 H 6 A 3 B 1 7 3 H 6 C 3 B 1 3 6 3-B503-B51 3 B 5 2 3-B53 @ 1 6 " F l r T r u s s 1 6 " @ 1 6 " F l r T r u s s 1 6 " L15 LA 3 B 1 0 D 3 B 5 4 3 B 5 5 @ 2 x 6 1 6 " 3 B 7 3-H3 3 H 4 ( 1 ) P T 2 x 8 L E D G E R 3 B 1 5 @ 1 6 " F l r T r u s s 1 6 " @ 2x616" 3 B 1 4 ( 2 ) P T # 1 2 x 1 0 ( 2 ) P T # 1 2 x 1 0 1 6 " F l r T r u s s 1 6 " F l r T r u s s @ 16" Flr Truss16" @ 16" Flr Truss16" @ 1 6 " F l r T r u s s 1 6 " @ 1 6 " F l r T r u s s 1 6 " ( 2 ) P T # 1 2 x 1 0 ( 2 ) P T # 1 2 x 1 0 1 6 " F l r T r u s s 1 6 " F l r T r u s s 3 B 6 1 ( 2 ) P T # 1 2 x 1 0 ( 2 ) P T # 1 2 x 1 0 @ 1 6 " F l r T r u s s 1 6 " 3 B 6 2 ( 2 ) P T # 1 2 x 1 0 ( 2 ) P T # 1 2 x 1 0 3 W 1 0 3 W 1 0 3 W 1 0 B 3 W 1 0 B @ 1 6 " F l r T r u s s 1 6 " @ 1 6 " F l r T r u s s 1 6 " @ 1 6 " F l r T r u s s 1 6 " 1 6 " F l r T r u s s 1 6 " F l r T r u s s ( 2 ) P T # 1 2 x 1 0 ( 2 ) P T # 1 2 x 1 0 3 W 1 0 PT 2x10 @ 16" TYP. 1 6 " F l r T r u s s 1 6 " F l r T r u s s ( 2 ) P T # 1 2 x 1 0 ( 2 ) P T # 1 2 x 1 0 3 W 1 0 ( 2 ) P T # 1 2 x 1 0 ( 2 ) P T # 1 2 x 1 0 3 W 1 0 D 3 W 1 0 (2) PT #1 2x10 (2) PT #1 2x10 3 W 7 B 3 W 7 B 3 W 7 B 3 W 7 B 3 W 7 B 3 W 7 B 3 W 7 B 3 W 7 B 3 W 7 B 3 W 7 B 3 W 7 B @ 1 6 " F l r T r u s s 1 6 " 1 6 " F l r T r u s s 1 6 " F l r T r u s s 16" Flr Truss 16" Flr Truss 3 W 8 3 W 1 F 3 W 1 F 3 W 1 F 3 W 1 F 3 W 7 D 3 W 7 D 3 W 7 D 3 W 7 C 3 W 7 C 3 W 7 3 W 7 3 W 7 D 3 W 7 C 3 W 7 C 3 W 7 3 W 7 3 W 7 B 3 W 7 B 3 W 1 B 3 W 1 B 3 W 1 B 3 W 1 B 3 W 2 (2) BAYS OF 2x6 BLOCKING, 32" O.C., TOP AND BOTTOM CHORDS, TYPICAL AT JOIST END BAYS (2) BAYS OF 2x6 BLOCKING, 32" O.C., TOP AND BOTTOM CHORDS, TYPICAL AT JOIST END BAYS (2) BAYS OF 2x6 BLOCKING, 32" O.C., TOP AND BOTTOM CHORDS, TYPICAL AT JOIST END BAYS (2) BAYS OF 2x6 BLOCKING, 32" O.C., TOP AND BOTTOM CHORDS, TYPICAL AT JOIST END BAYS @ 1 6 " F l r T r u s s 1 6 " @ 16" Flr Truss16" 16" FLR TRUSS - SPACING AS REQ'D FOR LONGER SPAN AT THIS AREA AT VERTICAL CHASES, PROVIDE FLR TRUSS FRAMED OPENING W/ HEADER, TYP. @ 1 6 " F l r T r u s s 1 6 " @ 1 6 " F l r T r u s s 1 6 " C C 3 B 5 7 3 B 5 8 @ 2 x 6 1 6 " D O U B L E 2 X 6 @ 1 6 " (1) PT 2x8 LEDGER @ 1 6 " F l r T r u s s 1 6 " 3 B 3 8 B @ 1 6 " F l r T r u s s 1 6 " @ 16" Flr Truss16" 3 W 7 E 3 W 7 E 3 H 5 3-B33-B43-B5 @ 2 x 6 1 6 " 1 S207 S205 15 SEE DETAIL FOR TYPICAL BALCONY PERPENDICULAR TO FRAMING 1 6 " L S L 1 . 3 E 1 7 5 0 F B R I M B O A R D @ 1 6 " F l r T r u s s 1 6 " ( 2 ) P T # 1 2 x 1 0 3 W 7 B 3 W 1 0 B (2) PT #1 2x10 3 B 6 5 3 W 7 B 3 W 1 B 3 W 1 B 1 6 " F l r T r u s s @ 1 6 " 16" Flr Truss @ 16" S205 14 SEE DETAIL FOR TYPICAL BALCONY PARALLEL TO FRAMING 3 H 8 (1) BAY OF 2X6 BLOCKING, 24" O.C., TOP AND BOTTOM CHORDS, EACH SIDE OF GRIDLINE 1B 2 S204 Sim S P 1 , B K 4 , B P 7 P 4 3 W 7 D P 2 P 3 S P 1 , B K 4 , B P 3 S P 1 , B K 2 B , B P 5 S P 1 , B K 2 B , B P 5 S P 1 , B K 2 B , B P 5 S P 1 , B K 2 B , B P 6 P 5 , B K 2 C P 4 , B K 2 P 2 P 3 J 4 , P 1 S P 1 , B K 1 B , B P 8 S P 1 , B K 1 B , B P 8 S P 1 , B K 1 B , B P 8 J3, P1 P 2 P3 P 3 P 3 P2 L5.5 5 1 / 4 " 4 7/8"4 7/8" 1 1 ' 5 3 / 4 " 1 ' 0 " 10"4 7/8" 5 1/2" V . I . F . 1 1 ' 2 3 / 8 " 1 ' 6 " V . I . F . 1 ' 0 " 1' - 7 7/8" V.I.F. 8 S206 8 x 8 N O N R U S T I N G C O R N E R G U A R D 1 LOAD BEARING WALL BELOW - SEE ARCH. DWGS. FOR WALL TYPE SHEAR WALL BELOW - SEE ARCH. DWGS. FOR WALL TYPE POST BELOW - SEE BEAM AND HEADER SCHEDULES BEAM HANGER - SEE BEAM AND HEADER SCHEDULES BRACKET / PLATE SCHEDULE NOTES: 1. BK DESIGNATES BRACKET AT TOP OF POST 2. BP DESIGNATES BASE PLATE. 3. BASE PLATE STEEL SHALL BE Fy=50 KSI. 4. WHERE INDICATED, WOOD PLATE SHALL BE CUT SO THAT STEEL BASE PLATE BEARS DIRECTLY ON CONCRETE. 5. SUBMIT FOR REVIEW AND APPROVAL 1. REMOVE ALL STUCCO / PARGING FROM INSIDE FACE OF EXISTING BRICK ON 3RD FLOOR. REPOINT ALL INTERIOR JOINTS. 2. REFER TO EXISTING BRICK REPAIR/RESTORATION ON SHEET S001 FOR OUTLINE OF WORK REQUIRED ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 3/32" = 1'-0" 3 3 3 3R R R RD D D D F FF FL LL LO O O OO O O OR R R R F FF FR R R RA A A AM M M MI II IN N N NG G G G PLAN PLAN PLAN PLAN S S S S1 1 1 10 0 0 03 3 3 3 Taitem 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 3/32" = 1'-0" 1 3RD FLOOR FRAMING PLAN WOOD POST SCHEDULE TYPE MARKTYPE P1(1) 2x6 P2(2) 2x6 P3(3) 2x6 P3LVL(3) 2x6 LVL P4(4) 2x6 P5(5) 2x6 P6(6) 2x6 POST SCHEDULE NOTES 1.ALL POSTS ARE KING STUDS, UNLESS OTHERWISE NOTED 2.FULLY BLOCK FLOOR CAVITY AT POSTS WITH SAME NUMBER OF STUDS 3.LVL STUDS: 1.7E 2650 FB GENERAL FRAMING PLAN NOTES 1.TRUSSES SHALL BE JOIST HANGERED TO RIM BOARD WHERE RIM SERVES AS THE HEADER. 2.ALL LVL FRAMING TO BE 2.0E 3100FB 3.16" LADDER TRUSS OCCURS AT TOP OF ALL INTERIOR SHEAR WALLS. LADDER TRUSS MUST BE INSTALLED ON CORRECT SIDE OF SHEAR WALL FOR ALIGNMENT OF DRAG STRUT AND TRUSS (WHERE APPLICABLE), AND TO AVOID CONFLICT WITH WINDOWS. INSTALL ON THE SIDE THAT HAS THE LABEL "16" LADDER TRUSS ON SHEAR WALL". 4.SEE S107 /S107.1, SHEAR WALL KEY PLAN, FOR SHEAR WALL LINES. ALIGN TRUSS WITH SHEAR WALL LINES AS INDICATED ON FRAMING PLANS TO FACILITATE FASTENING OF PLYWOOD. SEE "DRAG STRUT / PLYWOOD FASTENING SCHEDULE AT SHEAR WALL LINES" ON S107 FOR DETAILS. 5.INSTALL BLOCKING FOR DRAG STRUTS AS SHOWN. SEE S107, SHEAR WALL KEY PLAN, FOR FURTHER DRAG STRUT INFORMATION AND NAILING. 6.FASTENING FOR ALL FLOOR SHEATHING SHALL BE 10d NAILS WITH A 6-12 PATTERN EXCEPT AS INDICATED ON "DRAG STRUT / PLYWOOD FASTENING SCHEDULE AT SHEAR WALL LINES ON SHEET S107. 7.FASTEN SHEATHING TO END BLOCKING WITH EDGE SPACING PATTERN. 8.IF EXTERIOR AND/OR INTERIOR SHEAR WALL SYSTEM IS PANELIZED, ALL PANELS SHALL BE FASTENED PER 9/S205 9.TOP PLATES AT INTERSECTING WALLS SHOULD BE SPLICED TO ENSURE PROPER CONNECTION (SHEAR AND BEARING WALLS). 10.AT BOTTOM PLATE AND AT TOP PLATE, AT EA. FLOOR, STRAP CORNERS WITH (1) SIMPSON CS20 STRAP, MIN. OVERLAP 1'-0" EA. END, TYP. ALL EXTERIOR PERIMETER WALLS. SEE DETAIL 10/ S205 11.AT SHEAR AND/ OR BEARING WALL TOP PLATES AND /OR BOTTOM PLATES THAT ARE NOTCHED OR DRILLED DUE TO PLUMBING, PROVIDE STRAPS ACROSS THE PLATES USING SIMPSON LSTA18. WALL FRAMING SCHEDULE FLOORFRAMING ALL EXTERIOR WOOD FRAMED WALLS / SHEAR WALLS 5:2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT 4:2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT 3:2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT 2:(2) 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT INTERIOR LOAD-BEARING WOOD FRAMED WALLS / SHEAR WALLS 5:2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT 4:2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT 3:(2) 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT 2:(2) 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT INTERIOR NON LOAD-BEARING SHEAR WALLS 2-52x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT UPPER FLOORS FRAMING PLAN LEGEND JACK SCHEDULE TYPE MARKTYPE J1(1) 2X6 J2(2) 2X6 J3(3) 2X6 J4(4) 2X6 J5(5) 2X6 J6(6) 2X6 JACK SCHEDULE NOTES 1.ADD KING STUD AT ALL JACK STUD LOCATIONS 2.FULLY BLOCK FLOOR CAVITY AT JACKS WITH SAME NUMBER OF STUDS THIRD FLOOR - EXTERIOR WALL HEADER SCHEDULE TYPE MARK NOMINAL OPENING DESCRIPTIONTYPE FLUSH / DROPPED BEARING (EA. END)COMMENTS 3-W1B9-0EXTERIOR WINDOW/ DOOR HEADERRIM SERVES AS HEADER FLUSHP2FRAMING PARALLEL 3-W1F9-0EXTERIOR WINDOW/ DOOR HEADERSISTER RIM W/ (1) 1 3/4 X 16 LVL FLUSHP3FRAMING PERPENDICULAR 3-W26-0EXTERIOR WINDOW/ DOOR HEADERRIM SERVES AS HEADER FLUSHP3FRAMING PERPENDICULAR 3-W53-6EXTERIOR WINDOW/ DOOR HEADERRIM SERVES AS HEADER FLUSHP4FRAMING PERPENDICULAR 3-W5B3-6EXTERIOR WINDOW/ DOOR HEADERRIM SERVES AS HEADER FLUSHP3FRAMING PARALLEL 3-W66-10EXTERIOR WINDOW/ DOOR HEADERRIM SERVES AS HEADER FLUSHP4FRAMING PERPENDICULAR 3-W78-8EXTERIOR WINDOW/ DOOR HEADERSISTER RIM W/ (1) 1 3/4 X 16 LVL FLUSHP4FRAMING PERPENDICULAR 3-W7B8-8EXTERIOR WINDOW/ DOOR HEADERRIM SERVES AS HEADER FLUSHP2FRAMING PARALLEL 3-W7C8-8EXTERIOR WINDOW/ DOOR HEADERSISTER RIM W/ (1) 1 3/4 X 16 LVL FLUSHP4FRAMING PERPENDICULAR 3-W7D8-8EXTERIOR WINDOW/ DOOR HEADERSISTER RIM W/ (1) 1 3/4 X 16 LVL FLUSHP4FRAMING PERPENDICULAR 3-W7E8-8EXTERIOR WINDOW/ DOOR HEADERRIM SERVES AS HEADER FLUSHP2FRAMING PARALLEL 3-W87-8EXTERIOR WINDOW/ DOOR HEADERRIM SERVES AS HEADER FLUSHP4FRAMING PERPENDICULAR 3-W109-0EXTERIOR WINDOW/ DOOR HEADER(3) 1 3/4 x 7 1/4" LVLDROPPEDJ4, P2FRAMING PERPENDICULAR - W/ CANTILEVERED BALCONY 3-W10B9-0EXTERIOR WINDOW/ DOOR HEADER(2) 1 3/4 x 7 1/4" LVLDROPPEDJ3FRAMING PARALLEL - W/ CANTILEVERED BALCONY 3-W10D9-0EXTERIOR WINDOW/ DOOR HEADER(3) 1 3/4 x 7 1/4" LVLDROPPEDJ4, P2FRAMING PERPENDICULAR - W/ CANTILEVERED BALCONY THIRD FLOOR - INTERIOR BEARING WALL HEADER SCHEDULE TYPE MARK NOMINAL OPENINGDESCRIPTIONTYPE FLUSH / DROPPED BEARING (EA. END, U.N.O.) 3-H2C3-4DOOR HEADERRIM SERVES AS HEADER FLUSHEAST P3, WEST P2 3-H35-4CORRIDOR HEADER(3) 2x6 FLUSHP3 3-H45-4CORRIDOR HEADER(3) 2x6 FLUSHP2 3-H56-0DOOR HEADER(2) 1 3/4 X 5 1/2 LVL FLUSHHG-7 EA. END 3-H63-4DOOR HEADER(3) 2x6DROPPEDJ3 3-H6A3-4DOOR HEADER(2) 2X8DROPPEDJ2* 3-H6C3-4DOOR HEADER(3) 2X8DROPPEDJ3 3-H83-4DOOR HEADER(3) 2x6DROPPEDJ2 THIRD FLOOR - INTERIOR BEARING WALL HEADER SCHEDULE TYPE MARK NOMINAL OPENINGDESCRIPTIONTYPE FLUSH / DROPPED BEARING (EA. END, U.N.O.) 3-H13-4DOOR HEADERRIM SERVES AS HEADER FLUSHP3 3-H1A3-4DOOR HEADERRIM SERVES AS HEADER FLUSHP3 3-H1B3-4DOOR HEADERRIM SERVES AS HEADER FLUSHP3 3-H1C3-4DOOR HEADERRIM SERVES AS HEADER FLUSHP2 3-H1D3-4DOOR HEADERRIM SERVES AS HEADER FLUSHP2 3-H23-4DOOR HEADERRIM SERVES AS HEADER FLUSHP2 3-H2A3-4DOOR HEADERRIM SERVES AS HEADER FLUSHP2 3-H2B3-4DOOR HEADERRIM SERVES AS HEADER FLUSHP2* THIRD FLOOR - BEAM SCHEDULE MARKTYPE FLUSH / DROPPED BEARING ADDITIONAL INFORMATION 3-B37(2)1 3/4x16 LVL FLUSHSEE PLANSEE NOTE 1, 3, 6 3-B3816" TRUSS GIRDER FLUSHSEE PLANSEE NOTE 1, 3, 6 3-B38B16" TRUSS GIRDER FLUSHSEE PLANSEE NOTE 1, 3, 6 3-B3916" TRUSS GIRDER FLUSHSEE PLANSEE NOTE 1, 3, 6 3-B4016" TRUSS GIRDER FLUSHSEE PLANSEE NOTE 1, 3, 6 3-B4116" TRUSS GIRDER FLUSHSEE PLANSEE NOTE 1, 3, 6 3-B50(3)1 3/4x9 1/2 2.0E LVLDROPPEDSEE PLANSEE NOTE 1, 3, 6 3-B51(3)1 3/4x9 1/2 2.0E LVLDROPPEDSEE PLANSEE NOTE 1, 3, 6 3-B52(3)1 3/4x9 1/2 2.0E LVLDROPPEDSEE PLANSEE NOTE 1, 3, 6 3-B53(3)1 3/4x9 1/2 2.0E LVLDROPPEDSEE PLANSEE NOTE 1, 3, 6 3-B5416" TRUSS GIRDER FLUSHSEE PLANSEE NOTE 1 3-B5516" TRUSS GIRDER FLUSHSEE PLANSEE NOTE 1 3-B5716" LSL 1.3E 1750 FB RIM BOARD FLUSHP3 3-B58(2) 2x6DROPPEDJ2 3-B6116" TRUSS GIRDER OR (1) 1 3/4X16 LVL FLUSHP2SEE NOTE 4 3-B6216" TRUSS GIRDER OR (1) 1 3/4X16 LVL FLUSHP2SEE NOTE 4 3-B6516" TRUSS GIRDER OR (1) 1 3/4X16 LVL FLUSHP2SEE NOTE 4 THIRD FLOOR - BEAM SCHEDULE MARKTYPE FLUSH / DROPPED BEARING ADDITIONAL INFORMATION 3-B116" TRUSS GIRDER FLUSHWEST P2, EAST P3 3-B216" LSL 1.3E 1750 FB RIM BOARD FLUSHP3, HG-10 3-B316" TRUSS GIRDER OR (3) 1 3/4X16 LVL FLUSHSP-1, BP-3SEE NOTE 3 3-B4(3) 2x6 FLUSHSP-1, BP-3SEE NOTE 3 3-B516" TRUSS GIRDER OR (3) 1 3/4X16 LVL FLUSHSP-1, BP-3SEE NOTE 3 3-B7(4)1 3/4x5 1/2 LVL FLUSHP2, HG-8 3-B10D16" LSL 1.3E 1750 FB RIM BOARD FLUSHSEE PLAN 3-B13(3) 2x12DROPPEDJ3 3-B14(3)1 3/4x7 1/4 LVLDROPPEDJ3 3-B1516" LSL 1.3E 1750 FB RIM BOARD FLUSHP2 3-B16(3)1 3/4x5 1/2 LVL FLUSHP3, HG-8 3-B17(3) 2x6DROPPEDJ3 3-B33(2)1 3/4x16 LVL FLUSHSEE PLANSEE NOTE 1, 3, 6 3-B34(2)1 3/4x16 LVL FLUSHSEE PLANSEE NOTE 1, 3, 6 3-B35(2)1 3/4x16 LVL FLUSHSEE PLANSEE NOTE 1, 3, 6 3-B36(2)1 3/4x16 LVL FLUSHSEE PLANSEE NOTE 1, 3, 6 BEAM HANGER SCHEDULE TYPE MARK MIN. CAPACITY REQ'D MANUFACTURER/ MODEL * 520 LBS HG-11200 LBS HG-1R1200 LBS HG-21000 LBS HG-32300 LBS HG-4520 LBS HG-54400 LBS HG-65800 LBS HG-71600 LBS HG-81900 LBS HG-91720 LBS HG-102400 LBS * SUBMIT FOR REVIEW AND APPROVAL STEEL POST SCHEDULE TYPE MARKDESCRIPTION MIN. CAPACITYCOMMENTS SP-1HSS 5 X 5 X 1/4 HEADER AND BEAM SCHEDULE NOTES 1.SHARES POST WITH ADJACENT BEAM - SIZE OF SHARED POST TAKES INTO ACCOUNT LOAD FROM BOTH BEAMS AND IS THE TOTAL REQ'D FOR BOTH 2.WHERE NO BEAM / HEADER EXISTS AT THE SAME LOCATION ON FLOOR BELOW, THE SAME NUMBER OF BEARING POSTS SHOULD CONTINUE AT SAME LOCATION DOWN TO BEARING ON THE 2ND FLOOR CONCRETE PLANK, OR TO INTERVENING STEEL BEAM OR JOIST GIRDER WHERE IT OCCURS, TYPICAL. 3.BEAM BEARING REQUIRES TOP BRACKET AND/OR BASE PLATE AT SUPPORTING POSTS. SEE BRACKET / PLATE SCHEDULE 4.SEE PLAN FOR APPROPRIATE BALCONY DETAIL REFERENCE. SEE REFERENCED DETAIL FOR HANGER / BRACKET WHERE REQUIRED 5.FASTEN (4) 7 1/4" LVLS AS FOLLOWS: (2) ROWS 5/8" BOLTS 18" O.C. DISTANCE FROM CENTER OF BOLT TO TOP OR BOTTOM OF LVL SHALL BE 2" 6.CONTINUOUS BEAM - PLIES SHALL BE SPLICED, AT LEAST ONE PLY CONTINUOUS OVER ANY POST BRACKET / PLATE SCHEDULE BK-1BRACKET SIMILAR TO SIMPSON CC66 BK-1BCUSTOM BRACKET SIMILAR TO SIMPSON CC66, 13" LONG BK-2BRACKET SIMILAR TO SIMPSON CCQ BK-2BCUSTOM BRACKET SIM. TO SIMPSON CCQ, 16" LONG BK-2CCUSTOM BRACKET SIM. TO SIMPSON CCQ, 14" LONG BK-3BRACKET SIMILAR TO SIMPSON ECCQ BK-4CUSTOM BRACKET SIM. TO SIMPSON CCQ, WITH ECCQ WELDED TO CREATE "T" SHAPE BP-1STEEL PLATE 5 1/2" X 10" X 1/2" BP-2STEEL PLATE 5 1/2' X 14" X 5/8" BP-3STEEL PLATE 5 1/2" X 11" X 1/2" BP-4STEEL PLATE 5 1/2" X 12" X 1/2" BP-5STEEL PLATE 5 1/2" X 12" X 3/4" BEAR ON CONC. BP-6STEEL PLATE 5 1/2" X 12" X 5/8" BEAR ON CONC. BP-7STEEL PLATE 12" X 12" X 3/8" BEAR ON CONC. BP-8STEEL PLATE 5 1/2" X 14" X 1" 3RD FLOOR BRICK REHABILITATION NOTES 1 4 W 2 4 W 1 B 4 W 1 B 4 W 1 B 4 W 1 F 4 W 1 F 4 W 1 F 4 W 1 F 4 W 1 B 4 H 1 D 4 H 1 D 4 H 1 4 H 1 A 4-H2 4 H 3 4 H 2 4 H 2 4 H 2 4 H 2 4-H24-H24-H24-H24-H24-H2 4 H 2 4 H 2 4 H 2 4 H 2 4 H 2 B 4-H2A 4-H2 4-H2 4 H 2 4 H 2 4 H 1 C 4 H 1 B 4 H 3 4 H 3 4-B1 4 B 2 4 B 1 6 A AB DE FGH JK K 1 4 3 5 8 7 9 10 11 2 4-H2 4 W 5 B 4 W 5 4 W 5 4 W 5 4 W 5 4 W 5 4 W 6 4 W 5 B 4 W 5 4 W 5 4 W 5 4 W 5 4 W 5 4 W 5 4 B 3 5 4 B 3 4 4 B 3 3 4 B 3 6 4 B 3 7 4 B 3 8 4 B 3 9 4 B 4 0 4 B 4 1 4-H2 4 H 2 4 H 2 C @ 1 6 " F l r T r u s s 1 6 " @ 1 6 " F l r T r u s s 1 6 " @ 1 6 " F l r T r u s s 1 6 " @ 1 6 " F l r T r u s s 1 6 " @ 2 x 6 1 6 " @ 1 6 " F l r T r u s s 1 6 " @ 1 6 " F l r T r u s s 1 6 " @ 1 6 " F l r T r u s s 1 6 " @ 1 6 " F l r T r u s s 1 6 " @ 1 6 " F l r T r u s s 1 6 " @ 1 6 " F l r T r u s s 1 6 " @ 1 6 " F l r T r u s s 1 6 " @ 2x616" @ 1 6 " F l r T r u s s 1 6 " @ 2 x 6 1 6 " @ 1 6 " F l r T r u s s 1 6 " @ 1 6 " F l r T r u s s 1 6 " @ 2x616" @ 2x616" 1 6 " L S L 1 . 3 E 1 7 5 0 F B R I M B O A R D 1 6 " L S L 1 . 3 E 1 7 5 0 F B R I M B O A R D 1 6 " L S L 1 . 3 E 1 7 5 0 F B R I M B O A R D 1 6 " L S L 1 . 3 E 1 7 5 0 F B R I M B O A R D 1 6 " L S L 1 . 3 E 1 7 5 0 F B R I M B O A R D 1 6 " L S L 1 . 3 E 1 7 5 0 F B R I M B O A R D 1 6 " L S L 1 . 3 E 1 7 5 0 F B R I M B O A R D 1 6 " L S L 1 . 3 E 1 7 5 0 F B R I M B O A R D 1 6 " L S L 1 . 3 E 1 7 5 0 F B R I M B O A R D 1 6 " L S L 1 . 3 E 1 7 5 0 F B R I M B O A R D @ 1 6 " F l r T r u s s 1 6 " @ 2 x 6 1 6 " 4 H 6 4 H 6 A 4 B 1 7 4 H 6 C 4 B 1 3 4 W 7 E 4 W 7 E 4 W 7 D 4 W 7 D 4 W 7 D 4 W 7 C 4 W 7 C 4 W 7 4 W 7 4 W 7 D 4 W 7 D 4 W 7 C 4 W 7 C 4 W 1 0 4 W 7 4 W 7 4 W 7 B 6 @ 1 6 " F l r T r u s s 1 6 " @ 1 6 " F l r T r u s s 1 6 " 4-B504-B51 4 B 5 2 4-B53 4 B 1 0 D 4 B 5 4 4 B 5 5 4 B 7 4-H3 4 H 4 4 B 1 5 @ 1 6 " F l r T r u s s 1 6 " @ 2x616" 4 B 1 4 ( 1 ) P T 2 x 8 L E D G E R @ 16" Flr Truss16" @ 16" Flr Truss16" ( 2 ) P T # 1 2 x 1 0 ( 2 ) P T # 1 2 x 1 0 1 6 " F l r T r u s s 1 6 " F l r T r u s s @ 1 6 " F l r T r u s s 1 6 " @ 1 6 " F l r T r u s s 1 6 " ( 2 ) P T # 1 2 x 1 0 ( 2 ) P T # 1 2 x 1 0 1 6 " F l r T r u s s 1 6 " F l r T r u s s 4 B 6 1 ( 2 ) P T # 1 2 x 1 0 ( 2 ) P T # 1 2 x 1 0 4 W 1 0 4 W 1 0 @ 1 6 " F l r T r u s s 1 6 " 4 B 6 2 ( 2 ) P T # 1 2 x 1 0 ( 2 ) P T # 1 2 x 1 0 4 W 1 0 B 4 W 1 0 B @ 1 6 " F l r T r u s s 1 6 " 1 6 " F l r T r u s s 1 6 " F l r T r u s s ( 2 ) P T # 1 2 x 1 0 ( 2 ) P T # 1 2 x 1 0 4 W 1 0 2x10 @ 1'-4" TYP. (2) PT #1 2x10 (2) PT #1 2x10 1 6 " F l r T r u s s 1 6 " F l r T r u s s ( 2 ) P T # 1 2 x 1 0 ( 2 ) P T # 1 2 x 1 0 4 W 1 0 D 1 6 " F l r T r u s s ( 2 ) P T # 1 2 x 1 0 ( 2 ) P T # 1 2 x 1 0 4 W 1 0 4 W 7 B 4 W 7 B 4 W 7 B 4 W 7 B 4 W 7 B 4 W 7 B 4 W 7 B 4 W 7 B 4 W 7 B 4 W 7 B 4 W 7 B @ 1 6 " F l r T r u s s 1 6 " 16" Flr Truss 4 W 8 4 W 7 B (2) BAYS OF 2x6 BLOCKING, 32" O.C., TOP AND BOTTOM CHORDS, TYPICAL AT JOIST END BAYS (2) BAYS OF 2x6 BLOCKING, 32" O.C., TOP AND BOTTOM CHORDS, TYPICAL AT JOIST END BAYS (2) BAYS OF 2x6 BLOCKING, 32" O.C.,TOP AND BOTTOM CHORDS, TYPICAL AT JOIST END BAYS @ 1 6 " F l r T r u s s 1 6 " @ 16" Flr Truss16" 16" Flr Truss - SPACING AS REQ'D FOR LONGER SPAN AT THIS AREA AT VERTICAL CHASES, PROVIDE FLR TRUSS FRAMED OPENING W/ HEADER, TYP. @ 1 6 " F l r T r u s s 1 6 " @ 1 6 " F l r T r u s s 1 6 " C C 4 B 5 7 4 B 5 8 @ 2 x 6 1 6 " D O U B L E 2 X 6 @ 1 6 " (1) PT 2x8 LEDGER @ 1 6 " F l r T r u s s 1 6 " 4 B 3 8 B @ DOUBLE PT 2x816" @ D O U B L E P T 2 x 8 1 6 " 4 H 5 (-8 3/4") ( 8 3 / 4 " ) 4-B34-B44-B5 @ 2 x 6 1 6 " 1 S207 @ 1 6 " F l r T r u s s 1 6 " 4 B 6 5 @ 1 6 " F l r T r u s s 1 6 " ( 2 ) P T # 1 2 x 1 0 (2) PT #1 2x10 1 6 " F l r T r u s s @ 1 6 " 4 W 1 0 B @ 1 6 " F l r T r u s s 1 6 " 4 W 7 B 4 W 7 B 4 W 1 B 4 W 1 B @ 1 6 " F l r T r u s s 1 6 " (2) BAYS OF 2x6 BLOCKING, 32" O.C., TOP AND BOTTOM CHORDS, TYPICAL AT JOIST END BAYS S205 15 Sim SEE DETAIL FOR TYPICAL BALCONY PERPENDICULAR TO FRAMING S205 14 Sim SEE DETAIL FOR TYPICAL BALCONY PARALLEL TO FRAMING 1 S206 2 S206 4 H 8 (1) BAY OF 2X6 BLOCKING, 24" O.C., TOP AND BOTTOM CHORDS, EACH SIDE OF GRIDLINE 1B P 2 P 3 S P 1 P 3 P4 P 3 P 2 P2 J 4 , P 1 P 5 , B K 1 , B P 2 P 5 , B K 1 , B P 2 P 5 , B K 1 , B P 2 J3, P1 P2 P 2 P 2 P2 P 2 METAL STRAPPING FASTENED TO TOP OF FLOOR JOISTS AT ALL LOCATIONS INDICATED BY DASHED X MOMENT FRAME AT BEAMS 4-B34 AND 4-B35. SEE DETAIL / 17S204 8 S206 A A A A A (3) TYPE "A" PLANTERS. 3 FT. X 3 FT. X 30" (2) TYPE "A" PLANTERS. 3 FT. X 3 FT. X 30" 1 1 LOAD BEARING WALL BELOW - SEE ARCH. DWGS. FOR WALL TYPE SHEAR WALL BELOW - SEE ARCH. DWGS. FOR WALL TYPE POST BELOW - SEE BEAM AND HEADER SCHEDULES BEAM HANGER - SEE BEAM AND HEADER SCHEDULES BRACKET / PLATE SCHEDULE NOTES: 1. BK DESIGNATES BRACKET AT TOP OF POST 2. BP DESIGNATES BASE PLATE. 3. BASE PLATE STEEL SHALL BE Fy=50 KSI. 4. WHERE INDICATED, WOOD PLATE SHALL BE CUT SO THAT STEEL BASE PLATE BEARS DIRECTLY ON CONCRETE. 5. SUBMIT FOR REVIEW AND APPROVAL ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 3/32" = 1'-0" 4 4 4 4T TT TH H H H F FF FL LL LO O O OO O O OR R R R F FF FR R R RA A A AM M M MI II IN N N NG G G G PLAN PLAN PLAN PLAN S S S S1 1 1 10 0 0 04 4 4 4 Taitem 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 3/32" = 1'-0" 1 4TH FLOOR FRAMING PLAN WOOD POST SCHEDULE TYPE MARKTYPE P1(1) 2x6 P2(2) 2x6 P3(3) 2x6 P3LVL(3) 2x6 LVL P4(4) 2x6 P5(5) 2x6 P6(6) 2x6 POST SCHEDULE NOTES 1.ALL POSTS ARE KING STUDS, UNLESS OTHERWISE NOTED 2.FULLY BLOCK FLOOR CAVITY AT POSTS WITH SAME NUMBER OF STUDS 3.LVL STUDS: 1.7E 2650 FB GENERAL FRAMING PLAN NOTES 1.TRUSSES SHALL BE JOIST HANGERED TO RIM BOARD WHERE RIM SERVES AS THE HEADER. 2.ALL LVL FRAMING TO BE 2.0E 3100FB 3.16" LADDER TRUSS OCCURS AT TOP OF ALL INTERIOR SHEAR WALLS. LADDER TRUSS MUST BE INSTALLED ON CORRECT SIDE OF SHEAR WALL FOR ALIGNMENT OF DRAG STRUT AND TRUSS (WHERE APPLICABLE), AND TO AVOID CONFLICT WITH WINDOWS. INSTALL ON THE SIDE THAT HAS THE LABEL "16" LADDER TRUSS ON SHEAR WALL". 4.SEE S107 /S107.1, SHEAR WALL KEY PLAN, FOR SHEAR WALL LINES. ALIGN TRUSS WITH SHEAR WALL LINES AS INDICATED ON FRAMING PLANS TO FACILITATE FASTENING OF PLYWOOD. SEE "DRAG STRUT / PLYWOOD FASTENING SCHEDULE AT SHEAR WALL LINES" ON S107 FOR DETAILS. 5.INSTALL BLOCKING FOR DRAG STRUTS AS SHOWN. SEE S107, SHEAR WALL KEY PLAN, FOR FURTHER DRAG STRUT INFORMATION AND NAILING. 6.FASTENING FOR ALL FLOOR SHEATHING SHALL BE 10d NAILS WITH A 6-12 PATTERN EXCEPT AS INDICATED ON "DRAG STRUT / PLYWOOD FASTENING SCHEDULE AT SHEAR WALL LINES ON SHEET S107. 7.FASTEN SHEATHING TO END BLOCKING WITH EDGE SPACING PATTERN. 8.IF EXTERIOR AND/OR INTERIOR SHEAR WALL SYSTEM IS PANELIZED, ALL PANELS SHALL BE FASTENED PER 9/S205 9.TOP PLATES AT INTERSECTING WALLS SHOULD BE SPLICED TO ENSURE PROPER CONNECTION (SHEAR AND BEARING WALLS). 10.AT BOTTOM PLATE AND AT TOP PLATE, AT EA. FLOOR, STRAP CORNERS WITH (1) SIMPSON CS20 STRAP, MIN. OVERLAP 1'-0" EA. END, TYP. ALL EXTERIOR PERIMETER WALLS. SEE DETAIL 10/ S205 11.AT SHEAR AND/ OR BEARING WALL TOP PLATES AND /OR BOTTOM PLATES THAT ARE NOTCHED OR DRILLED DUE TO PLUMBING, PROVIDE STRAPS ACROSS THE PLATES USING SIMPSON LSTA18. WALL FRAMING SCHEDULE FLOORFRAMING ALL EXTERIOR WOOD FRAMED WALLS / SHEAR WALLS 5:2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT 4:2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT 3:2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT 2:(2) 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT INTERIOR LOAD-BEARING WOOD FRAMED WALLS / SHEAR WALLS 5:2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT 4:2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT 3:(2) 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT 2:(2) 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT INTERIOR NON LOAD-BEARING SHEAR WALLS 2-52x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT UPPER FLOORS FRAMING PLAN LEGEND JACK SCHEDULE TYPE MARKTYPE J1(1) 2X6 J2(2) 2X6 J3(3) 2X6 J4(4) 2X6 J5(5) 2X6 J6(6) 2X6 JACK SCHEDULE NOTES 1.ADD KING STUD AT ALL JACK STUD LOCATIONS 2.FULLY BLOCK FLOOR CAVITY AT JACKS WITH SAME NUMBER OF STUDS FOURTH FLOOR - EXTERIOR WALL HEADER SCHEDULE TYPE MARK NOMINAL OPENING DESCRIPTIONTYPE FLUSH / DROPPED BEARING (EA. END)COMMENTS 4-W1B9-0EXTERIOR WINDOW/ DOOR HEADERRIM SERVES AS HEADER FLUSHP2FRAMING PARALLEL 4-W1F9-0EXTERIOR WINDOW/ DOOR HEADERSISTER RIM W/ (1) 1 3/4 X 16 LVL FLUSHP3FRAMING PERPENDICULAR 4-W26-0EXTERIOR WINDOW/ DOOR HEADERRIM SERVES AS HEADER FLUSHP2FRAMING PERPENDICULAR 4-W53-6EXTERIOR WINDOW/ DOOR HEADERP.T. 2X8 LEDGER W/ BLOCKINGDROPPEDP2FRAMING PERPENDICULAR. SEE PLAN FOR SIM. LEDGER DETAIL 4-W5B3-6EXTERIOR WINDOW/ DOOR HEADERP.T. 2X8 LEDGER W/ BLOCKINGDROPPEDP1FRAMING PARALLEL. SEE PLAN FOR SIM. LEDGER DETAIL 4-W66-10EXTERIOR WINDOW/ DOOR HEADERP.T. 2X8 LEDGER W/ BLOCKINGDROPPEDP2FRAMING PERPENDICULAR. SEE PLAN FOR SIM. LEDGER DETAIL 4-W78-8EXTERIOR WINDOW/ DOOR HEADERSISTER RIM W/ (1) 1 3/4 X 16 LVL FLUSHP3FRAMING PERPENDICULAR 4-W7B8-8EXTERIOR WINDOW/ DOOR HEADERRIM SERVES AS HEADER FLUSHP1FRAMING PARALLEL 4-W7C8-8EXTERIOR WINDOW/ DOOR HEADERSISTER RIM W/ (1) 1 3/4 X 16 LVL FLUSHP3FRAMING PERPENDICULAR 4-W7D8-8EXTERIOR WINDOW/ DOOR HEADERSISTER RIM W/ (1) 1 3/4 X 16 LVL FLUSHP3FRAMING PERPENDICULAR 4-W7E8-8EXTERIOR WINDOW/ DOOR HEADERRIM SERVES AS HEADER FLUSHP1FRAMING PARALLEL 4-W87-8EXTERIOR WINDOW/ DOOR HEADERRIM SERVES AS HEADER FLUSHP3FRAMING PERPENDICULAR 4-W109-0EXTERIOR WINDOW/ DOOR HEADER(3) 1 3/4 x 7 1/4" LVLDROPPEDJ4FRAMING PERPENDICULAR - W/ CANTILEVERED BALCONY 4-W10B9-0EXTERIOR WINDOW/ DOOR HEADER(2) 1 3/4 x 7 1/4" LVLDROPPEDJ3FRAMING PARALLEL - W/ CANTILEVERED BALCONY 4-W10D9-0EXTERIOR WINDOW/ DOOR HEADER(3) 1 3/4 x 7 1/4" LVLDROPPEDJ4FRAMING PERPENDICULAR - W/ CANTILEVERED BALCONY FOURTH FLOOR - INTERIOR BEARING WALL HEADER SCHEDULE TYPE MARK NOMINAL OPENINGDESCRIPTIONTYPE FLUSH / DROPPED BEARING (EA. END, U.N.O.) 4-H35-4CORRIDOR HEADER(3) 2x6 FLUSHP2 4-H45-4CORRIDOR HEADER(3) 2x6 FLUSHP2 4-H56-0CORRIDOR HEADER(2) 1 3/4 X 5 1/2 LVL FLUSHHG-7 EA. END 4-H63-4DOOR HEADER(3) 2x6DROPPEDJ2 4-H6A3-4DOOR HEADER(3) 2x6DROPPEDJ2 4-H6C3-4DOOR HEADER(3) 2X8DROPPEDJ2 4-H83-4DOOR HEADER(2) 2X8DROPPEDJ2 FOURTH FLOOR - INTERIOR BEARING WALL HEADER SCHEDULE TYPE MARK NOMINAL OPENINGDESCRIPTIONTYPE FLUSH / DROPPED BEARING (EA. END, U.N.O.) 4-H13-4DOOR HEADERRIM SERVES AS HEADER FLUSHP3 4-H1A3-4DOOR HEADERRIM SERVES AS HEADER FLUSHP2 4-H1B3-4DOOR HEADERRIM SERVES AS HEADER FLUSHP2 4-H1C3-4DOOR HEADERRIM SERVES AS HEADER FLUSHP2 4-H1D3-4DOOR HEADERRIM SERVES AS HEADER FLUSHP2 4-H23-4DOOR HEADERRIM SERVES AS HEADER FLUSHP2 4-H2A3-4DOOR HEADERRIM SERVES AS HEADER FLUSHP2 4-H2B3-4DOOR HEADERRIM SERVES AS HEADER FLUSHP2 4-H2C3-4DOOR HEADERRIM SERVES AS HEADER FLUSHEAST P2, WEST P2 FOURTH FLOOR - BEAM SCHEDULE MARKTYPE FLUSH / DROPPED BEARING ADD'L INFO 4-B52(3)1 3/4x9 1/2 2.0E LVLDROPPEDSEE PLANSEE NOTE 1, 3, 6 4-B53(3)1 3/4x9 1/2 2.0E LVLDROPPEDSEE PLANSEE NOTE 1, 3, 6 4-B5416" TRUSS GIRDER FLUSHSEE PLANSEE NOTE 1 4-B5516" TRUSS GIRDER FLUSHSEE PLANSEE NOTE 1 4-B5716" LSL 1.3E 1750 FB RIM BOARD FLUSHP3 4-B58(2) 2x6DROPPEDJ2 4-B6116" TRUSS GIRDER OR (1) 1 3/4X16 LVL FLUSHP2SEE NOTE 4 4-B6216" TRUSS GIRDER OR (1) 1 3/4X16 LVL FLUSHP2SEE NOTE 4 4-B6516" TRUSS GIRDER OR (1) 1 3/4X16 LVL FLUSHP2SEE NOTE 4 FOURTH FLOOR - BEAM SCHEDULE MARKTYPE FLUSH / DROPPED BEARING ADD'L INFO 4-B116" TRUSS GIRDER FLUSHWEST P2, EAST P3 4-B216" LSL 1.3E 1750 FB RIM BOARD FLUSHP2, HG-10 4-B316" TRUSS GIRDER OR (3) 1 3/4X16 LVL FLUSHP-3LVL 4-B4(3) 2x6 FLUSHP-3LVL 4-B516" TRUSS GIRDER OR (3) 1 3/4X16 LVL FLUSHP-3LVL 4-B7(4)1 3/4x5 1/2 LVL FLUSHP2, HG-8 4-B10D16" LSL 1.3E 1750 FB RIM BOARD FLUSHSEE PLAN 4-B13(3) 2x12DROPPEDJ3 4-B14(2)1 3/4x7 1/4 LVLDROPPEDJ3 4-B1516" LSL 1.3E 1750 FB RIM BOARD FLUSHP2 4-B16(3)1 3/4x5 1/2 LVL FLUSHP2, HG-8 4-B17(3) 2x6DROPPEDJ2 4-B3816" TRUSS GIRDER FLUSHSEE PLANSEE NOTE 1, 6 4-B38B(4)1 3/4x7 1/4 LVLDROPPEDSEE PLANSEE NOTE 1, 5 4-B3916" TRUSS GIRDER FLUSHSEE PLANSEE NOTE 1, 6 4-B4016" TRUSS GIRDER FLUSHSEE PLANSEE NOTE 1, 6 4-B4116" TRUSS GIRDER FLUSHSEE PLANSEE NOTE 1, 6 4-B50(3)1 3/4x9 1/2 2.0E LVLDROPPEDSEE PLANSEE NOTE 1, 3, 6 4-B51(3)1 3/4x9 1/2 2.0E LVLDROPPEDSEE PLANSEE NOTE 1, 3, 6 BEAM HANGER SCHEDULE TYPE MARK MIN. CAPACITY REQ'D MANUFACTURER/ MODEL * 520 LBS HG-11200 LBS HG-1R1200 LBS HG-21000 LBS HG-32300 LBS HG-4520 LBS HG-54400 LBS HG-65800 LBS HG-71600 LBS HG-81900 LBS HG-91720 LBS HG-102400 LBS * SUBMIT FOR REVIEW AND APPROVAL STEEL POST SCHEDULE TYPE MARKDESCRIPTION MIN. CAPACITYCOMMENTS SP-1HSS 5 X 5 X 1/4 HEADER AND BEAM SCHEDULE NOTES 1.SHARES POST WITH ADJACENT BEAM - SIZE OF SHARED POST TAKES INTO ACCOUNT LOAD FROM BOTH BEAMS AND IS THE TOTAL REQ'D FOR BOTH 2.WHERE NO BEAM / HEADER EXISTS AT THE SAME LOCATION ON FLOOR BELOW, THE SAME NUMBER OF BEARING POSTS SHOULD CONTINUE AT SAME LOCATION DOWN TO BEARING ON THE 2ND FLOOR CONCRETE PLANK, OR TO INTERVENING STEEL BEAM OR JOIST GIRDER WHERE IT OCCURS, TYPICAL. 3.BEAM BEARING REQUIRES TOP BRACKET AND/OR BASE PLATE AT SUPPORTING POSTS. SEE BRACKET / PLATE SCHEDULE 4.SEE PLAN FOR APPROPRIATE BALCONY DETAIL REFERENCE. SEE REFERENCED DETAIL FOR HANGER / BRACKET WHERE REQUIRED 5.FASTEN (4) 7 1/4" LVLS AS FOLLOWS: (2) ROWS 5/8" BOLTS 18" O.C. DISTANCE FROM CENTER OF BOLT TO TOP OR BOTTOM OF LVL SHALL BE 2" 6.CONTINUOUS BEAM - PLIES SHALL BE SPLICED, AT LEAST ONE PLY CONTINUOUS OVER ANY POST BRACKET / PLATE SCHEDULE BK-1BRACKET SIMILAR TO SIMPSON CC66 BK-1BCUSTOM BRACKET SIMILAR TO SIMPSON CC66, 13" LONG BK-2BRACKET SIMILAR TO SIMPSON CCQ BK-2BCUSTOM BRACKET SIM. TO SIMPSON CCQ, 16" LONG BK-2CCUSTOM BRACKET SIM. TO SIMPSON CCQ, 14" LONG BK-3BRACKET SIMILAR TO SIMPSON ECCQ BK-4CUSTOM BRACKET SIM. TO SIMPSON CCQ, WITH ECCQ WELDED TO CREATE "T" SHAPE BP-1STEEL PLATE 5 1/2" X 10" X 1/2" BP-2STEEL PLATE 5 1/2' X 14" X 5/8" BP-3STEEL PLATE 5 1/2" X 11" X 1/2" BP-4STEEL PLATE 5 1/2" X 12" X 1/2" BP-5STEEL PLATE 5 1/2" X 12" X 3/4" BEAR ON CONC. BP-6STEEL PLATE 5 1/2" X 12" X 5/8" BEAR ON CONC. BP-7STEEL PLATE 12" X 12" X 3/8" BEAR ON CONC. BP-8STEEL PLATE 5 1/2" X 14" X 1" FOURTH FLOOR - STEEL BEAM SCHEDULE MARKTYPE FLUSH / DROPPED BEARING ADD'L INFO 4-B33W14X26DROPPEDSP-1 4-B34W14X26DROPPEDSP-1 4-B35W14X26DROPPEDSP-1 4-B36W14X26DROPPEDSP-1 4-B37W14X26DROPPEDSP-1 WEST TERRACE PLANTER STRUCTURAL NOTES 1.ALL JOISTS DIRECTLY BELOW PLANTERS SHALL BE (2) 1 3/4 x 7 1/4 LVL @ 16" O.C. PROVIDE 2X BLOCKING AT 24" O.C. TO ADJACENT MEMBERS (3) BAYS BELOW PLANTERS. 2.WEST GREEN ROOF TERRACE TOTAL DESIGN LOAD (LL + DD) = 100 PSF. 3.TRUSS FABRICATOR SHALL REFER TO ARCHITECTURAL GREEN ROOF SECTIONS TO VERIFY LOADS BASED ON PROPOSED ASSEMBLY. 1 1 @ 1 6 " R o o f T r u s s 1 2 " @ 1 6 " R o o f T r u s s 1 2 " @ 1 6 " R o o f T r u s s 1 2 " @ 1 6 " F l r T r u s s 1 6 " @ 1 6 " F l r T r u s s 1 6 " @ 1 6 " F l r T r u s s 1 6 " @ 2 x 6 1 6 " @ 1 6 " F l r T r u s s 1 6 " @ 1 6 " F l r T r u s s 1 6 " @ 1 6 " F l r T r u s s 1 6 " 1 6 " L S L 1 . 3 E 1 7 5 0 F B R I M B O A R D 1 6 " L S L 1 . 3 E 1 7 5 0 F B R I M B O A R D 1 6 " L S L 1 . 3 E 1 7 5 0 F B R I M B O A R D 1 6 " L S L 1 . 3 E 1 7 5 0 F B R I M B O A R D @ 1 6 " F l r T r u s s 1 6 " @ 1 6 " F l r T r u s s 1 6 " @ 1 6 " F l r T r u s s 1 6 " @ 1 6 " F l r T r u s s 1 6 " @ 1 6 " F l r T r u s s 1 6 " @ 2x616" @ 1 6 " F l r T r u s s 1 6 " @ 2 x 6 1 6 " @ 1 6 " F l r T r u s s 1 6 " @ 1 6 " F l r T r u s s 1 6 " @ 1 6 " F l r T r u s s 1 6 " @ 1 6 " F l r T r u s s 1 6 " 5 W 7 D 5 W 1 0 B 5 W 7 D 5 W 7 E 5-B1 5 B 2 5 H 1 D 5 H 1 D 5-B35-B45-B5 5 H 1 5-H2 5 H 3 5 H 2 5 H 2 5 H 2 5 H 2 5-H25-H25-H25-H25-H25-H2 5 H 2 5 H 2 5 H 2 5 H 2 5 H 2 B 5-H2 5-H2 5 H 2 5 H 2 5 B 1 5 5 H 3 5 H 3 5 B 1 6 @ 2x616" A AB DE FGH JK K 1 4 3 5 8 7 9 10 11 R O O F F R A M I N G @ 2 x 6 1 2 " @ 2x616" 1 6 " L S L 1 . 3 E 1 7 5 0 F B R I M B O A R D 1 6 " L S L 1 . 3 E 1 7 5 0 F B R I M B O A R D 1 6 " L S L 1 . 3 E 1 7 5 0 F B R I M B O A R D 1 6 " L S L 1 . 3 E 1 7 5 0 F B R I M B O A R D 2 1 6 " L S L 1 . 3 E 1 7 5 0 F B R I M B O A R D 1 6 " L S L 1 . 3 E 1 7 5 0 F B R I M B O A R D 1 6 " L S L 1 . 3 E 1 7 5 0 F B R I M B O A R D 1 6 " L S L 1 . 3 E 1 7 5 0 F B R I M B O A R D 1 6 " L S L 1 . 3 E 1 7 5 0 F B R I M B O A R D 5-H2 @ 1 6 " F l r T r u s s 1 6 " 5 W 7 D 5 W 7 D 5 W 7 C 5 W 7 C 5 W 7 5 W 7 5 W 7 5 W 1 0 5 W 7 D 5 W 7 D 5 W 7 C 5 W 7 C 5 W 7 5 W 7 5 W 7 B 5 W 7 E 5 W 1 D 5 W 1 5 W 1 5 W 1 B 5 W 1 G 5 W 2 5 W 7 B 5 W 7 B 5 W 7 B 5 W 7 B 5 W 7 B 5 W 7 B 5 W 7 B 5 W 7 B 5 W 7 B 5 W 7 B 5 W 1 0 B 5 W 1 B 5 W 1 0 B 5 W 1 B 5 W 1 B 5 W 1 F 5 W 1 F 5 W 1 0 5 W 1 0 5 W 1 F 5 W 1 F 5 W 1 B 5 W 8 5 W 7 B 5 H 1 A 5-H2A 5 H 6 5 B 1 4 5 H 6 A 5 B 1 7 5 H 6 C 5 B 1 3 5 H 1 C 5 H 1 B @ 2 x 6 1 6 " 6 @ 1 6 " F l r T r u s s 1 6 " @ 1 6 " F l r T r u s s 1 6 " 5-B10A 5 B 1 0 B 5 B 9 5-B505-B51 5 B 5 2 5-B53 5 B 5 4 5 B 5 5 5 H 6 B 5 H 6 B 5-B10C ( 2 ) P T # 1 2 x 1 0 ( 2 ) P T # 1 2 x 1 0 1 6 " F l r T r u s s 1 6 " F l r T r u s s @ 16" Flr Truss16" @ 16" Flr Truss16" 5 W 1 0 ( 2 ) P T # 1 2 x 1 0 ( 2 ) P T # 1 2 x 1 0 @ 1 6 " F l r T r u s s 1 6 " @ 1 6 " F l r T r u s s 1 6 " 1 6 " F l r T r u s s 1 6 " F l r T r u s s 5 B 6 1 ( 2 ) P T # 1 2 x 1 0 ( 2 ) P T # 1 2 x 1 0 @ 16" Flr Truss1' - 4" 5 B 6 2 ( 2 ) P T # 1 2 x 1 0 ( 2 ) P T # 1 2 x 1 0 @ 16" Flr Truss1' - 4" ( 2 ) P T # 1 2 x 1 0 ( 2 ) P T # 1 2 x 1 0 1 6 " F l r T r u s s 1 6 " F l r T r u s s 2x10 @ 1'-4" TYP. 2x10 @ 1'-4" TYP. ( 2 ) P T # 1 2 x 1 0 5 B 6 4 ( 2 ) P T # 1 2 x 1 0 5 B 6 4 A @ 1 6 " F l r T r u s s 1 6 " @ 1 6 " F l r T r u s s 1 ' 4 " 5 W 1 B 5-H3 5 H 4 @ 2x616" 5 H 5 @ 2 x 6 1 6 " 5 B 1 0 5 B 7 ( 1 ) P T 2 x 8 L E D G E R (2) BAYS OF 2x6 BLOCKING, 32" O.C., TOP AND BOTTOM CHORDS, TYPICAL AT JOIST END BAYS (2) BAYS OF 2x6 BLOCKING, 32" O.C., TOP AND BOTTOM CHORDS, TYPICAL AT JOIST END BAYS (2) BAYS OF 2x6 BLOCKING, 32" O.C., TOP AND BOTTOM CHORDS, TYPICAL AT JOIST END BAYS @ 1 6 " F l r T r u s s 1 6 " 16" Flr Truss - SPACING AS REQ'D FOR LONGER SPAN AT THIS AREA @ 16" Flr Truss16" AT VERTICAL CHASES, PROVIDE FLR TRUSS FRAMED OPENING W/ HEADER, TYP. @ 1 6 " F l r T r u s s 1 6 " @ 1 6 " F l r T r u s s 1 6 " 6 S205 TYP D O U B L E 2 X 6 @ 1 6 " C C 5 B 5 7 5 B 5 8 (1) PT 2x8 LEDGER 1 S207 @ 1 6 " F l r T r u s s 1 6 " 5 B 6 5 @ 1 6 " F l r T r u s s 1 6 " ( 2 ) P T # 1 2 x 1 0 (2) PT #1 2x10 5 W 1 0 B 1 6 " F l r T r u s s @ 1 6 " 5 W 7 B 5 W 7 B @ 1 6 " F l r T r u s s 1 6 " @ 1 6 " F l r T r u s s 1 6 " 5 W 1 B 5 W 1 B (2) BAYS OF 2x6 BLOCKING, 32" O.C., TOP AND BOTTOM CHORDS, TYPICAL AT JOIST END BAYS S205 15 Sim SEE DETAIL FOR TYPICAL BALCONY PERPENDICULAR TO FRAMING 5 W 1 0 16" Flr Truss 16" Flr Truss S205 14 Sim SEE DETAIL FOR TYPICAL BALCONY PARALLEL TO FRAMING (2) PT #1 2x10 ( 2 ) P T # 1 2 x 1 0 5 H 8 (1) BAY OF 2X6 BLOCKING, 24" O.C., TOP AND BOTTOM CHORDS, EACH SIDE OF GRIDLINE 1B J 2 , P 4 J 2 , P 1 J 3 , P 1 P3 P 1 P 2 P 4 , B K 1 , B P 1 P 4 , B K 1 , B P 1 P 4 , B K 1 , B P 1 J2, P1 P2 P 2 P 2 P2 8 S206 5 W 1 1 (4) TYPE "A" PLANTERS. 3 FT. X 3 FT. X 30" (179 PSF) A A A A (1) TYPE "B" PLANTER. 5 FT. X 5 FT. X 42" (230 PSF) B A (1) TYPE "A" PLANTER. 3 FT. X 3 FT. X 30" (179 PSF) (5) TYPE "C" PLANTERS. 2.5 FT. X 2.5 FT. X 24" (165 PSF) C CC C C 1 LOAD BEARING WALL BELOW - SEE ARCH. DWGS. FOR WALL TYPE SHEAR WALL BELOW - SEE ARCH. DWGS. FOR WALL TYPE POST BELOW - SEE BEAM AND HEADER SCHEDULES BEAM HANGER - SEE BEAM AND HEADER SCHEDULES BRACKET / PLATE SCHEDULE NOTES: 1. BK DESIGNATES BRACKET AT TOP OF POST 2. BP DESIGNATES BASE PLATE. 3. BASE PLATE STEEL SHALL BE Fy=50 KSI. 4. WHERE INDICATED, WOOD PLATE SHALL BE CUT SO THAT STEEL BASE PLATE BEARS DIRECTLY ON CONCRETE. 5. SUBMIT FOR REVIEW AND APPROVAL ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 3/32" = 1'-0" 5 5 5 5T TT TH H H H F FF FL LL LO O O OO O O OR R R R F FF FR R R RA A A AM M M MI II IN N N NG G G G PLAN PLAN PLAN PLAN S S S S1 1 1 10 0 0 05 5 5 5 Taitem 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 3/32" = 1'-0" 1 5TH FLOOR FRAMING PLAN FIFTH FLOOR - EXTERIOR WALL HEADER SCHEDULE TYPE MARK NOMINAL OPENING DESCRIPTIONTYPE FLUSH / DROPPED BEARING (EA. END)COMMENTS 5-W19-0EXTERIOR WINDOW/ DOOR HEADERRIM SERVES AS HEADER FLUSHP2FRAMING PERPENDICULAR. SEE NOTE 2 5-W1B9-0EXTERIOR WINDOW/ DOOR HEADERRIM SERVES AS HEADER FLUSHP2FRAMING PARALLEL. SEE NOTE 2 5-W1D9-0EXTERIOR WINDOW/ DOOR HEADERRIM SERVES AS HEADER FLUSHP2FRAMING PERPENDICULAR. SEE NOTE 2 5-W1F9-0EXTERIOR WINDOW/ DOOR HEADERSISTER RIM W/ (1) 1 3/4 X 16 LVL FLUSHP2FRAMING PERPENDICULAR 5-W1G9-0EXTERIOR WINDOW/ DOOR HEADERSISTER RIM W/ (1) 1 3/4 X 16 LVL FLUSHP2FRAMING PERPENDICULAR. SEE NOTE 2 5-W26-0EXTERIOR WINDOW/ DOOR HEADERRIM SERVES AS HEADER FLUSHP2FRAMING PERPENDICULAR 5-W78-8EXTERIOR WINDOW/ DOOR HEADERSISTER RIM W/ (1) 1 3/4 X 16 LVL FLUSHP2FRAMING PERPENDICULAR 5-W7B8-8EXTERIOR WINDOW/ DOOR HEADERRIM SERVES AS HEADER FLUSHP1FRAMING PARALLEL 5-W7C8-8EXTERIOR WINDOW/ DOOR HEADERSISTER RIM W/ (1) 1 3/4 X 16 LVL FLUSHP2FRAMING PERPENDICULAR 5-W7D8-8EXTERIOR WINDOW/ DOOR HEADERSISTER RIM W/ (1) 1 3/4 X 16 LVL FLUSHP2FRAMING PERPENDICULAR 5-W7E8-8EXTERIOR WINDOW/ DOOR HEADERRIM SERVES AS HEADER FLUSHP1FRAMING PARALLEL 5-W87-8EXTERIOR WINDOW/ DOOR HEADERRIM SERVES AS HEADER FLUSHP2FRAMING PERPENDICULAR 5-W109-0EXTERIOR WINDOW/ DOOR HEADER(3) 1 3/4 x 7 1/4" LVLDROPPEDJ3FRAMING PERPENDICULAR - W/ CANTILEVERED BALCONY. SEE NOTE 2 5-W10B9-0EXTERIOR WINDOW/ DOOR HEADER(2) 1 3/4 x 7 1/4" LVLDROPPEDJ2FRAMING PARALLEL - W/ CANTILEVERED BALCONY. SEE NOTE 2 5-W118-8EXTERIOR WINDOW/ DOOR HEADER(3) 2X8DROPPEDJ1FRAMING PARALLEL - CANOPY BELOW FIFTH FLOOR - INTERIOR BEARING WALL HEADER SCHEDULE TYPE MARK NOMINAL OPENINGDESCRIPTIONTYPE FLUSH / DROPPED BEARING (EA. END, U.N.O.) 5-H35-4CORRIDOR HEADER(3) 2x6 FLUSHP2 5-H45-4CORRIDOR HEADER(3) 2x6 FLUSHP2 5-H56-0CORRIDOR HEADER(2) 1 3/4 X 5 1/2 LVL FLUSHHG-7 EA. END 5-H63-4DOOR HEADER(2) 2X8DROPPEDJ2 5-H6A3-4DOOR HEADER(2) 2X8DROPPEDJ2 5-H6B3-4DOOR HEADER(3) 2X8DROPPEDSEE PLAN, SEE NOTE 1 5-H6C3-4DOOR HEADER(3) 2X8DROPPEDJ2 5-H83-4DOOR HEADER(2) 2X8DROPPEDJ2 FIFTH FLOOR - INTERIOR BEARING WALL HEADER SCHEDULE TYPE MARK NOMINAL OPENINGDESCRIPTIONTYPE FLUSH / DROPPED BEARING (EA. END, U.N.O.) 5-H13-4DOOR HEADERRIM SERVES AS HEADER FLUSHP2 5-H1A3-4DOOR HEADERRIM SERVES AS HEADER FLUSHP2 5-H1B3-4DOOR HEADERRIM SERVES AS HEADER FLUSHP2 5-H1C3-4DOOR HEADERRIM SERVES AS HEADER FLUSHP2 5-H1D3-4DOOR HEADERRIM SERVES AS HEADER FLUSHP2 5-H23-4DOOR HEADERRIM SERVES AS HEADER FLUSHP2 5-H2A3-4DOOR HEADERRIM SERVES AS HEADER FLUSHP1 5-H2B3-4DOOR HEADERRIM SERVES AS HEADER FLUSHP2* WOOD POST SCHEDULE TYPE MARKTYPE P1(1) 2x6 P2(2) 2x6 P3(3) 2x6 P3LVL(3) 2x6 LVL P4(4) 2x6 P5(5) 2x6 P6(6) 2x6 POST SCHEDULE NOTES 1.ALL POSTS ARE KING STUDS, UNLESS OTHERWISE NOTED 2.FULLY BLOCK FLOOR CAVITY AT POSTS WITH SAME NUMBER OF STUDS 3.LVL STUDS: 1.7E 2650 FB GENERAL FRAMING PLAN NOTES 1.TRUSSES SHALL BE JOIST HANGERED TO RIM BOARD WHERE RIM SERVES AS THE HEADER. 2.ALL LVL FRAMING TO BE 2.0E 3100FB 3.16" LADDER TRUSS OCCURS AT TOP OF ALL INTERIOR SHEAR WALLS. LADDER TRUSS MUST BE INSTALLED ON CORRECT SIDE OF SHEAR WALL FOR ALIGNMENT OF DRAG STRUT AND TRUSS (WHERE APPLICABLE), AND TO AVOID CONFLICT WITH WINDOWS. INSTALL ON THE SIDE THAT HAS THE LABEL "16" LADDER TRUSS ON SHEAR WALL". 4.SEE S107 /S107.1, SHEAR WALL KEY PLAN, FOR SHEAR WALL LINES. ALIGN TRUSS WITH SHEAR WALL LINES AS INDICATED ON FRAMING PLANS TO FACILITATE FASTENING OF PLYWOOD. SEE "DRAG STRUT / PLYWOOD FASTENING SCHEDULE AT SHEAR WALL LINES" ON S107 FOR DETAILS. 5.INSTALL BLOCKING FOR DRAG STRUTS AS SHOWN. SEE S107, SHEAR WALL KEY PLAN, FOR FURTHER DRAG STRUT INFORMATION AND NAILING. 6.FASTENING FOR ALL FLOOR SHEATHING SHALL BE 10d NAILS WITH A 6-12 PATTERN EXCEPT AS INDICATED ON "DRAG STRUT / PLYWOOD FASTENING SCHEDULE AT SHEAR WALL LINES ON SHEET S107. 7.FASTEN SHEATHING TO END BLOCKING WITH EDGE SPACING PATTERN. 8.IF EXTERIOR AND/OR INTERIOR SHEAR WALL SYSTEM IS PANELIZED, ALL PANELS SHALL BE FASTENED PER 9/S205 9.TOP PLATES AT INTERSECTING WALLS SHOULD BE SPLICED TO ENSURE PROPER CONNECTION (SHEAR AND BEARING WALLS). 10.AT BOTTOM PLATE AND AT TOP PLATE, AT EA. FLOOR, STRAP CORNERS WITH (1) SIMPSON CS20 STRAP, MIN. OVERLAP 1'-0" EA. END, TYP. ALL EXTERIOR PERIMETER WALLS. SEE DETAIL 10/ S205 11.AT SHEAR AND/ OR BEARING WALL TOP PLATES AND /OR BOTTOM PLATES THAT ARE NOTCHED OR DRILLED DUE TO PLUMBING, PROVIDE STRAPS ACROSS THE PLATES USING SIMPSON LSTA18. WALL FRAMING SCHEDULE FLOORFRAMING ALL EXTERIOR WOOD FRAMED WALLS / SHEAR WALLS 5:2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT 4:2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT 3:2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT 2:(2) 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT INTERIOR LOAD-BEARING WOOD FRAMED WALLS / SHEAR WALLS 5:2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT 4:2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT 3:(2) 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT 2:(2) 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT INTERIOR NON LOAD-BEARING SHEAR WALLS 2-52x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT FIFTH FLOOR - BEAM SCHEDULE MARKTYPE FLUSH / DROPPED BEARING ADD'L INFO. 5-B17(2) 2x8DROPPEDJ2 5-B50(3)1 3/4x9 1/2 2.0E LVLDROPPEDSEE PLANSEE NOTE 1, 3, 6 5-B51(3)1 3/4x9 1/2 2.0E LVLDROPPEDSEE PLANSEE NOTE 1, 3, 6 5-B52(3)1 3/4x9 1/2 2.0E LVLDROPPEDSEE PLANSEE NOTE 1, 3, 6 5-B53(3)1 3/4x9 1/2 2.0E LVLDROPPEDSEE PLANSEE NOTE 1, 3, 6 5-B5416" TRUSS GIRDER FLUSHWEST HG-4, SEE PLAN SEE NOTE 1 5-B5516" TRUSS GIRDER FLUSHSEE PLANSEE NOTE 1 5-B5716" LSL 1.3E 1750 FB RIM BOARD FLUSHP2 5-B58(2) 2x6DROPPEDJ1 5-B6116" TRUSS GIRDER OR (1) 1 3/4X16 LVL FLUSHP2SEE NOTE 4 5-B6216" TRUSS GIRDER OR (1) 1 3/4X16 LVL FLUSHP2SEE NOTE 4 5-B6416" TRUSS GIRDER FLUSHHG-9, EA. END 5-B64A16" LSL 1.3E 1750 FB RIM BOARD FLUSHP2 5-B6516" TRUSS GIRDER OR (1) 1 3/4X16 LVL FLUSHP2SEE NOTE 4 FIFTH FLOOR - BEAM SCHEDULE MARKTYPE FLUSH / DROPPED BEARING ADD'L INFO. 5-B116" TRUSS GIRDER FLUSHP2 5-B2(1) 1 3/4 X 16 LVL SISTERED TO RIM FLUSHP2, HG-5 5-B316" TRUSS GIRDER OR (3) 1 3/4X16 LVL FLUSHP-3LVL 5-B4(3) 2x6 FLUSHP-3LVL 5-B516" TRUSS GIRDER OR (3) 1 3/4X16 LVL FLUSHP-3LVL 5-B7(4)1 3/4x5 1/2 LVL FLUSHP2, HG-8 5-B9(2)1 3/4x16 LVL FLUSHSEE PLANSEE NOTE 2 5-B10(3) 2x8DROPPEDSOUTH J2, NORTH HG-3 SEE NOTE 2 5-B10A16" LSL 1.3E 1750 FB RIM BOARD FLUSHSEE PLANSEE NOTES 1,2 5-B10B16" LSL 1.3E 1750 FB RIM BOARD FLUSHSEE PLANSEE NOTES 1,2 5-B10C(3) 2x10DROPPEDJ2SEE NOTE 2 5-B13(3) 2x12DROPPEDJ2 5-B14(2)1 3/4x7 1/4 LVLDROPPEDJ2 5-B1516" LSL 1.3E 1750 FB RIM BOARD FLUSHP2 5-B16(3)1 3/4x5 1/2 LVL FLUSHP2, HG-8 UPPER FLOORS FRAMING PLAN LEGEND JACK SCHEDULE TYPE MARKTYPE J1(1) 2X6 J2(2) 2X6 J3(3) 2X6 J4(4) 2X6 J5(5) 2X6 J6(6) 2X6 JACK SCHEDULE NOTES 1.ADD KING STUD AT ALL JACK STUD LOCATIONS 2.FULLY BLOCK FLOOR CAVITY AT JACKS WITH SAME NUMBER OF STUDS BEAM HANGER SCHEDULE TYPE MARK MIN. CAPACITY REQ'D MANUFACTURER/ MODEL * 520 LBS HG-11200 LBS HG-1R1200 LBS HG-21000 LBS HG-32300 LBS HG-4520 LBS HG-54400 LBS HG-65800 LBS HG-71600 LBS HG-81900 LBS HG-91720 LBS HG-102400 LBS * SUBMIT FOR REVIEW AND APPROVAL HEADER AND BEAM SCHEDULE NOTES 1.SHARES POST WITH ADJACENT BEAM - SIZE OF SHARED POST TAKES INTO ACCOUNT LOAD FROM BOTH BEAMS AND IS THE TOTAL REQ'D FOR BOTH 2.WHERE NO BEAM / HEADER EXISTS AT THE SAME LOCATION ON FLOOR BELOW, THE SAME NUMBER OF BEARING POSTS SHOULD CONTINUE AT SAME LOCATION DOWN TO BEARING ON THE 2ND FLOOR CONCRETE PLANK, OR TO INTERVENING STEEL BEAM OR JOIST GIRDER WHERE IT OCCURS, TYPICAL. 3.BEAM BEARING REQUIRES TOP BRACKET AND/OR BASE PLATE AT SUPPORTING POSTS. SEE BRACKET / PLATE SCHEDULE 4.SEE PLAN FOR APPROPRIATE BALCONY DETAIL REFERENCE. SEE REFERENCED DETAIL FOR HANGER / BRACKET WHERE REQUIRED 5.FASTEN (4) 7 1/4" LVLS AS FOLLOWS: (2) ROWS 5/8" BOLTS 18" O.C. DISTANCE FROM CENTER OF BOLT TO TOP OR BOTTOM OF LVL SHALL BE 2" 6.CONTINUOUS BEAM - PLIES SHALL BE SPLICED, AT LEAST ONE PLY CONTINUOUS OVER ANY POST BRACKET / PLATE SCHEDULE BK-1BRACKET SIMILAR TO SIMPSON CC66 BK-1BCUSTOM BRACKET SIMILAR TO SIMPSON CC66, 13" LONG BK-2BRACKET SIMILAR TO SIMPSON CCQ BK-2BCUSTOM BRACKET SIM. TO SIMPSON CCQ, 16" LONG BK-2CCUSTOM BRACKET SIM. TO SIMPSON CCQ, 14" LONG BK-3BRACKET SIMILAR TO SIMPSON ECCQ BK-4CUSTOM BRACKET SIM. TO SIMPSON CCQ, WITH ECCQ WELDED TO CREATE "T" SHAPE BP-1STEEL PLATE 5 1/2" X 10" X 1/2" BP-2STEEL PLATE 5 1/2' X 14" X 5/8" BP-3STEEL PLATE 5 1/2" X 11" X 1/2" BP-4STEEL PLATE 5 1/2" X 12" X 1/2" BP-5STEEL PLATE 5 1/2" X 12" X 3/4" BEAR ON CONC. BP-6STEEL PLATE 5 1/2" X 12" X 5/8" BEAR ON CONC. BP-7STEEL PLATE 12" X 12" X 3/8" BEAR ON CONC. BP-8STEEL PLATE 5 1/2" X 14" X 1" NORTH ROOF PLANTER STRUCTURAL NOTES 1.THE CALCULATED WEIGHTED AVERAGE FOR TOTAL DESIGN LOADS (LL + DL) = 120 PSF. THIS LOAD DOES NOT INCLUDE PLANTER WEIGHTS. 2.TRUSS FABRICATOR SHALL INCORPORATE PLANTER WEIGHTS IN ADDITION TO THE STANDARD LOADS BASED ON ASSEMBLY. REFER TO ARCHITECTURAL SECTIONS FOR VERIFICATION. 3.SOME FRAMING COMPONENTS SUPPORTING THE NORTH GREEN ROOF TERRACE MAY REQUIRE REDESIGN DURING TRUSS SHOP DRAWING REVIEW PROCESS. 4.TRUSS FABRICATOR SHALL REFER TO ARCHITECTURAL GREEN ROOF SECTIONS TO VERIFY LOADS BASED ON PROPOSED ASSEMBLY. 1 1 A AB DE F GH JK K 1 4 3 5 8 7 9 10 11 2 @ 1 6 " R o o f T r u s s 1 6 " @ 1 6 " R o o f T r u s s 1 6 " @ 1 6 " F l r T r u s s 1 6 " @ 1 6 " R o o f T r u s s 1 6 " @ 2 x 6 2 4 " @ 1 6 " R o o f T r u s s 1 6 " @ 1 6 " R o o f T r u s s 1 6 " @ 1 6 " R o o f T r u s s 1 6 " @ 1 6 " R o o f T r u s s 1 6 " @ 1 6 " R o o f T r u s s 1 6 " @ 1 6 " R o o f T r u s s 1 6 " @ 1 6 " R o o f T r u s s 1 6 " @ 1 6 " R o o f T r u s s 1 6 " @ 1 6 " R o o f T r u s s 1 6 " @ 1 6 " R o o f T r u s s 1 6 " @ 1 6 " R o o f T r u s s 1 6 " @ 2x624" @ 1 6 " R o o f T r u s s 1 6 " @ 1 6 " R o o f T r u s s 1 6 " @ 2 x 6 2 4 " @ 1 6 " R o o f T r u s s 1 6 " @ 1 6 " R o o f T r u s s 1 6 " @ 1 6 " R o o f T r u s s 1 6 " @ 1 6 " R o o f T r u s s 1 6 " @ 16" Roof Truss16" @ 1 6 " R o o f T r u s s 1 6 " @ 2x616" @ 2x624" @ 2x624" @ 2x816" S106 2 @ 2 x 8 1 6 " R W 7 R W 1 C R W 1 D R W 1 B R W 1 G R W 2 R W 7 B R W 1 B R W 1 B R W 1 B R W 1 B R W 1 B R W 1 F R W 1 F R W 1 F R W 1 F R W 1 F R W 1 F R W 8 R W 1 B R W 1 B R W 1 B R W 7 B R H 1 A R-H3 R H 3 R H 2 R H 2 R H 2 R H 2 R-H2R-H2R-H2R-H2R-H2R-H2 R H 2 R H 2 R H 2 R H 2 R H 2 B R-H2A R-H2 R-H2 R H 2 R H 2 R H 1 C R H 1 B R H 5 R H 4 R H 3 R H 3 R H 6 B R H 6 B R H 6 C R H 6 R H 6 A R-W4B R B 7 R B 9 R B 1 0 R B 1 3 R B 1 7 R B 1 6 16" LSL 1.3E 1750 FB RIM BOARD 1 6 " L S L 1 . 3 E 1 7 5 0 F B R I M B O A R D 1 6 " L S L 1 . 3 E 1 7 5 0 F B R I M B O A R D 1 6 " L S L 1 . 3 E 1 7 5 0 F B R I M B O A R D 1 6 " L S L 1 . 3 E 1 7 5 0 F B R I M B O A R D 1 6 " L S L 1 . 3 E 1 7 5 0 F B R I M B O A R D 1 6 " L S L 1 . 3 E 1 7 5 0 F B R I M B O A R D 1 6 " L S L 1 . 3 E 1 7 5 0 F B R I M B O A R D 1 6 " L S L 1 . 3 E 1 7 5 0 F B R I M B O A R D 1 6 " L S L 1 . 3 E 1 7 5 0 F B R I M B O A R D 1 6 " L S L 1 . 3 E 1 7 5 0 F B R I M B O A R D 1 6 " L S L 1 . 3 E 1 7 5 0 F B R I M B O A R D R-H2 ( 1 ) P T 2 x 8 L E D G E R ( 1 ) P T 2 x 8 L E D G E R @ 1 6 " R o o f T r u s s 1 6 " @ 1 6 " R o o f T r u s s 1 6 " @ 2 x 6 2 4 " ( 1 ) 1 3 / 4 x 1 6 L E D G E R (1)1 3/4x16 LEDGER PT 2X8 LEDGER AT CMU FASTENING (TYP. U.N.O.): (1) ROW 1/2" BOLTS, STAGGERED, 18" O.C. (1) PT 2x8 LEDGER R W 7 R W 7 R W 1 1 R W 7 R W 7 R W 7 R W 7 B R W 7 B R W 7 B R W 7 B R W 7 B R W 7 B R W 7 B R W 7 B R W 7 B R W 7 B R W 7 B R W 7 B R W 7 B R W 7 B R W 1 R W 1 R W 1 6 @ 1 6 " R o o f T r u s s 1 6 " @ 1 6 " R o o f T r u s s 1 6 " R B 5 4 R B 5 5 @ 1 6 " F l r T r u s s 1 6 " R-B50R-B51 R B 5 2 R-B53 R-B10A R B 1 0 B R-B10C R W 1 B R B 1 5 @ 2 x 6 2 4 " R B 1 4 (2) BAYS OF 2x6 BLOCKING, 32" O.C., TOP AND BOTTOM CHORDS, TYPICAL AT JOIST END BAYS (2) BAYS OF 2x6 BLOCKING, 32" O.C., TOP AND BOTTOM CHORDS, TYPICAL AT JOIST END BAYS (2) BAYS OF 2x6 BLOCKING, 32" O.C., TOP AND BOTTOM CHORDS, TYPICAL AT JOIST END BAYS (2) BAYS OF 2x6 BLOCKING, 32" O.C., TOP AND BOTTOM CHORDS, TYPICAL AT JOIST END BAYS R B 5 6 R B 5 6 AT VERTICAL CHASES, PROVIDE FLR TRUSS FRAMED OPENING W/ HEADER, TYP. @ 1 6 " R o o f T r u s s 1 6 " CONSTRUCT PLATFORMS AS FOLLOWS: 5/8" P.T. PLYWOOD SHEATHING BOTTOM P.T. 2X6 FRAMING @ 16" O.C. 5/8" P.T. PLYWOOD SHEATHING TOP P.T. 2X6 BLOCKING AT 5'-0" O.C. AT LARGE PLATFORM, 16" O.C. AT SMALL PLATFORM. @ 2 x 6 1 6 " 2X6 @ 16" LINE OF MECHANICAL PENTHOUSE ABOVE C C R B 5 7 R B 5 8 R H 1 E R H 1 E @ 1 6 " F l r T r u s s 1 6 " R H 8 J 1 , P 3 J 1 , P 1 J2, P1 P2 P 1 P 2 P4 P 4 P 4 J2, P1 P 2 P 2 P 2 P2 NOTE: AT BEAM R-B56, IN ADDITION TO ROOF AND FLOOR LOADS, 82LBS PER LIN. FEET DUE TO WEIGHT OF HOT WATER HEAT PUMPS ON NORTH WALL (1) 1 3/4 X 16" LEDGER 16' - 0" 1 6 ' 7 " 16'-0" X 16'-7" STRUCTURAL PLATFORM CENTERED ON WATER TANKS. PLATFORM AND WATER TANKS IMPOSE ADDITIONAL LOAD ON TRUSSES OF 164 PSF. 3'-0" X 3'-0" STRUCTURAL PLATFORM CENTERED ON WATER HEATER. PLATFORM AND WATER HEATER IMPOSE ADDITIONAL LOAD ON TRUSSES OF 50 PSF. 1 1 LOAD BEARING WALL BELOW - SEE ARCH. DWGS. FOR WALL TYPE SHEAR WALL BELOW - SEE ARCH. DWGS. FOR WALL TYPE POST BELOW - SEE BEAM AND HEADER SCHEDULES BEAM HANGER - SEE BEAM AND HEADER SCHEDULES @ 2 x 8 1 6 " @ 2 x 8 1 6 " LEDGER FASTENING: (1) ROW 1/2" BOLTS, STAGGERED, 18" O.C. W 8X15 HOIST BEAM @ 2x1212" @ 2x816" 2 x 8 R I M 2 x 8 R I M 2 x 8 R I M P R H 7 2 x 8 R I M PR-H7 2 x 8 R I M 2 x 1 2 R I M 2 x 1 2 R I M 2 x 8 R I M 2 x 1 2 R I M HEAT PUMP EXHAUST FAN ERV LEGEND ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION As indicated R R R RO O O OO O O OF FF F F FF FR R R RA A A AM M M MI II IN N N NG G G G P P P PL LL LA A A AN N N N S S S S1 1 1 10 0 0 06 6 6 6 Taitem 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 3/32" = 1'-0" 1 ROOF FRAMING PLAN WOOD POST SCHEDULE TYPE MARKTYPE P1(1) 2x6 P2(2) 2x6 P3(3) 2x6 P3LVL(3) 2x6 LVL P4(4) 2x6 P5(5) 2x6 P6(6) 2x6 POST SCHEDULE NOTES 1.ALL POSTS ARE KING STUDS, UNLESS OTHERWISE NOTED 2.FULLY BLOCK FLOOR CAVITY AT POSTS WITH SAME NUMBER OF STUDS 3.LVL STUDS: 1.7E 2650 FB GENERAL FRAMING PLAN NOTES 1.TRUSSES SHALL BE JOIST HANGERED TO RIM BOARD WHERE RIM SERVES AS THE HEADER. 2.ALL LVL FRAMING TO BE 2.0E 3100FB 3.16" LADDER TRUSS OCCURS AT TOP OF ALL INTERIOR SHEAR WALLS. LADDER TRUSS MUST BE INSTALLED ON CORRECT SIDE OF SHEAR WALL FOR ALIGNMENT OF DRAG STRUT AND TRUSS (WHERE APPLICABLE), AND TO AVOID CONFLICT WITH WINDOWS. INSTALL ON THE SIDE THAT HAS THE LABEL "16" LADDER TRUSS ON SHEAR WALL". 4.SEE S107 /S107.1, SHEAR WALL KEY PLAN, FOR SHEAR WALL LINES. ALIGN TRUSS WITH SHEAR WALL LINES AS INDICATED ON FRAMING PLANS TO FACILITATE FASTENING OF PLYWOOD. SEE "DRAG STRUT / PLYWOOD FASTENING SCHEDULE AT SHEAR WALL LINES" ON S107 FOR DETAILS. 5.INSTALL BLOCKING FOR DRAG STRUTS AS SHOWN. SEE S107, SHEAR WALL KEY PLAN, FOR FURTHER DRAG STRUT INFORMATION AND NAILING. 6.FASTENING FOR ALL FLOOR SHEATHING SHALL BE 10d NAILS WITH A 6-12 PATTERN EXCEPT AS INDICATED ON "DRAG STRUT / PLYWOOD FASTENING SCHEDULE AT SHEAR WALL LINES ON SHEET S107. 7.FASTEN SHEATHING TO END BLOCKING WITH EDGE SPACING PATTERN. 8.IF EXTERIOR AND/OR INTERIOR SHEAR WALL SYSTEM IS PANELIZED, ALL PANELS SHALL BE FASTENED PER 9/S205 9.TOP PLATES AT INTERSECTING WALLS SHOULD BE SPLICED TO ENSURE PROPER CONNECTION (SHEAR AND BEARING WALLS). 10.AT BOTTOM PLATE AND AT TOP PLATE, AT EA. FLOOR, STRAP CORNERS WITH (1) SIMPSON CS20 STRAP, MIN. OVERLAP 1'-0" EA. END, TYP. ALL EXTERIOR PERIMETER WALLS. SEE DETAIL 10/ S205 11.AT SHEAR AND/ OR BEARING WALL TOP PLATES AND /OR BOTTOM PLATES THAT ARE NOTCHED OR DRILLED DUE TO PLUMBING, PROVIDE STRAPS ACROSS THE PLATES USING SIMPSON LSTA18. WALL FRAMING SCHEDULE FLOORFRAMING ALL EXTERIOR WOOD FRAMED WALLS / SHEAR WALLS 5:2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT 4:2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT 3:2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT 2:(2) 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT INTERIOR LOAD-BEARING WOOD FRAMED WALLS / SHEAR WALLS 5:2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT 4:2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT 3:(2) 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT 2:(2) 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT INTERIOR NON LOAD-BEARING SHEAR WALLS 2-52x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT JACK SCHEDULE TYPE MARKTYPE J1(1) 2X6 J2(2) 2X6 J3(3) 2X6 J4(4) 2X6 J5(5) 2X6 J6(6) 2X6 JACK SCHEDULE NOTES 1.ADD KING STUD AT ALL JACK STUD LOCATIONS 2.FULLY BLOCK FLOOR CAVITY AT JACKS WITH SAME NUMBER OF STUDS UPPER FLOORS FRAMING PLAN LEGEND ROOF - EXTERIOR WALL HEADER SCHEDULE TYPE MARK NOMINAL OPENING DESCRIPTIONTYPEFLUSH / DROPPED BEARIN G (EA. END)COMMENTS R-W19-0EXTERIOR WINDOW/ DOOR HEADERRIM SERVES AS HEADER FLUSHP2FRAMING PERPENDICULAR R-W1B9-0EXTERIOR WINDOW/ DOOR HEADERRIM SERVES AS HEADER FLUSHP1FRAMING PARALLEL R-W1C8-0EXTERIOR WINDOW/ DOOR HEADERRIM SERVES AS HEADER FLUSHP1FRAMING PARALLEL. SEE NOTE 2 R-W1D9-0EXTERIOR WINDOW/ DOOR HEADERRIM SERVES AS HEADER FLUSHP2FRAMING PERPENDICULAR R-W1F9-0EXTERIOR WINDOW/ DOOR HEADERSISTER RIM W/ (1) 1 3/4 X 16 LVL FLUSHP2FRAMING PERPENDICULAR R-W1G9-0EXTERIOR WINDOW/ DOOR HEADERSISTER RIM W/ (1) 1 3/4 X 16 LVL FLUSHP2FRAMING PERPENDICULAR R-W26-0EXTERIOR WINDOW/ DOOR HEADERRIM SERVES AS HEADER FLUSHP2FRAMING PERPENDICULAR R-W4B3-0EXTERIOR WINDOW/ DOOR HEADERRIM SERVES AS HEADER FLUSHP1FRAMING PARALLEL. SEE NOTE 2 R-W78-8EXTERIOR WINDOW/ DOOR HEADERSISTER RIM W/ (1) 1 3/4 X 16 LVL FLUSHP2FRAMING PERPENDICULAR R-W7B8-8EXTERIOR WINDOW/ DOOR HEADERRIM SERVES AS HEADER FLUSHP1FRAMING PARALLEL R-W87-8EXTERIOR WINDOW/ DOOR HEADERRIM SERVES AS HEADER FLUSHP2FRAMING PERPENDICULAR R-W119-0EXTERIOR WINDOW/ DOOR HEADERSISTER RIM W/ (1) 1 3/4 X 16 LVL FLUSHP2FRAMING PERPENDICULAR ROOF - INTERIOR BEARING WALL HEADER SCHEDULE TYPE MARK NOMINAL OPENINGDESCRIPTIONTYPE FLUSH / DROPPEDBEARING (EA. END, U.N.O.) R-H1A3-4DOOR HEADERRIM SERVES AS HEADER FLUSHP2 R-H1B3-4DOOR HEADERRIM SERVES AS HEADER FLUSHP2 R-H1C3-4DOOR HEADERRIM SERVES AS HEADER FLUSHP2 R-H1E3-4DOOR HEADERRIM SERVES AS HEADER FLUSHP1, SEE NOTE 2 R-H23-4DOOR HEADERRIM SERVES AS HEADER FLUSHP1 R-H2A3-4DOOR HEADERRIM SERVES AS HEADER FLUSHP1 R-H2B3-4DOOR HEADERRIM SERVES AS HEADER FLUSHP2 R-H35-0CORRIDOR HEADER(2) 2x6 FLUSHP2 R-H45-0CORRIDOR HEADER(2) 2x6 FLUSHP2 R-H56-0CORRIDOR HEADER(3) 2x6 FLUSHAT NORTH, HG-2 HUNG ON LEDGER, AT SOUTH , HG-2 HUNG ON R-H2A R-H63-4DOOR HEADER(2) 2X8DROPPEDJ1 R-H6A3-4DOOR HEADER(2) 2X8DROPPEDJ1 R-H6B3-4DOOR HEADER(3) 2X8DROPPEDSEE PLAN. SHARES POST - SEE NOTE 1 R-H6C3-4DOOR HEADER(3) 2X8DROPPEDJ1 R-H83-4DOOR HEADER(2) 2X8DROPPEDJ1 ROOF - BEAM SCHEDULE MARKTYPE FLUSH / DROPPED BEARING (EA. END, U.N.O.) ADDITIONAL INFORMATION R-B16(3) 2x6 FLUSHP1, HG-1 R-B17(2) 2x8DROPPEDJ1 R-B50(3)1 3/4x9 1/2 2.0E LVLDROPPEDSEE PLANSEE NOTES 1, 6 R-B51(3)1 3/4x9 1/2 2.0E LVLDROPPEDSEE PLANSEE NOTES 1, 6 R-B52(3)1 3/4x9 1/2 2.0E LVLDROPPEDSEE PLANSEE NOTES 1, 6 R-B53(3)1 3/4x9 1/2 2.0E LVLDROPPEDSEE PLANSEE NOTES 1, 6 R-B5416" TRUSS GIRDER FLUSHWEST HG-4, SEE PLANSEE NOTE 1 R-B5516" TRUSS GIRDER FLUSHSEE PLANSEE NOTE 1 R-B5616" TRUSS GIRDER OR (2) 1 3/4X16 LVL FLUSHHG-6, P4, P4, P3 (WEST TO EAST) R-B5716" LSL 1.3E 1750 FB RIM BOARD FLUSHP2 R-B58(2) 2x6DROPPEDJ1 ROOF - BEAM SCHEDULE MARKTYPE FLUSH / DROPPED BEARING (EA. END, U.N.O.) ADDITIONAL INFORMATION R-B7(4) 2x6 FLUSHP2, HG-1R R-B9(2)1 3/4x16 LVL FLUSHSEE PLAN R-B10(3) 2x8DROPPEDSOUTH J1, NORTH HG-3 R-B10A16" LSL 1.3E 1750 FB RIM BOARD FLUSHSEE PLANSEE NOTE 1 R-B10B16" LSL 1.3E 1750 FB RIM BOARD FLUSHSEE PLANSEE NOTE 1 R-B10C(3) 2x8DROPPEDWEST J1, EAST J1 R-B13(3) 2x12DROPPEDJ2 R-B14(2)1 3/4x7 1/4 LVLDROPPEDJ1 R-B1516" LSL 1.3E 1750 FB RIM BOARD FLUSHP1 BEAM HANGER SCHEDULE TYPE MARK MIN. CAPACITY REQ'D MANUFACTURER/ MODEL * 520 LBS HG-11200 LBS HG-1R1200 LBS HG-21000 LBS HG-32300 LBS HG-4520 LBS HG-54400 LBS HG-65800 LBS HG-71600 LBS HG-81900 LBS HG-91720 LBS HG-102400 LBS * SUBMIT FOR REVIEW AND APPROVAL 3/32" = 1'-0" 2 STAIR / ELEVATOR CORE ROOF FRAMING PLAN PR-H73-4DOOR HEADER2X8 SISTERED TO 2X8 RIM FLUSHCMU WALL HEADER AND BEAM SCHEDULE NOTES 1.SHARES POST WITH ADJACENT BEAM - SIZE OF SHARED POST TAKES INTO ACCOUNT LOAD FROM BOTH BEAMS AND IS THE TOTAL REQ'D FOR BOTH 2.WHERE NO BEAM / HEADER EXISTS AT THE SAME LOCATION ON FLOOR BELOW, THE SAME NUMBER OF BEARING POSTS SHOULD CONTINUE AT SAME LOCATION DOWN TO BEARING ON THE 2ND FLOOR CONCRETE PLANK, OR TO INTERVENING STEEL BEAM OR JOIST GIRDER WHERE IT OCCURS, TYPICAL. 3.BEAM BEARING REQUIRES TOP BRACKET AND/OR BASE PLATE AT SUPPORTING POSTS. SEE BRACKET / PLATE SCHEDULE 4.SEE PLAN FOR APPROPRIATE BALCONY DETAIL REFERENCE. SEE REFERENCED DETAIL FOR HANGER / BRACKET WHERE REQUIRED 5.FASTEN (4) 7 1/4" LVLS AS FOLLOWS: (2) ROWS 5/8" BOLTS 18" O.C. DISTANCE FROM CENTER OF BOLT TO TOP OR BOTTOM OF LVL SHALL BE 2" 6.CONTINUOUS BEAM - PLIES SHALL BE SPLICED, AT LEAST ONE PLY CONTINUOUS OVER ANY POST NO SCALE 3 ROOF MECHANICAL UNIT KEY PLAN ROOFTOP MECHANICAL EQUIPMENT STRUCTURAL NOTES 1.SEE ROOF MECHANICAL UNIT KEY PLAN BELOW. FOR LARGER PLAN OF ROOF MECHANICAL EQUIPMENT LOCATION, REFER TO DRAWING M106 2.TRUSS MANUFACTURER SHALL ADD MECHANICAL EQUIPMENT LOADS TO ROOF TRUSSES BASED ON EQUIPMENT DIMENSIONS AND WEIGHTS LOCATED ON SCHEULES ON DRAWING M001. SOME FRAMING MEMBERS MAY NEED TO BE REDESIGNED DURING SHOP DRAWING REVIEW. 3.ADD BLOCKING AND FRAMING AS REQ'D FOR MECHANICAL EQUIPMENT SUPPORT BETWEEN TRUSSES. 4.WEIGHTS OF ERVs AND EXHAUST FANS SHALL BE DISTRIBUTED ON THE TRUSS BASED ON UNIT CURB SIZE AND PERIMETER. 1 1 SW2 SW3 SW4 SW5 SW6 SW8 SW10 SW12 SW1 SW14 SW14 SW15 SW15 SW16 SW18 SW7 SW9.1 SW11 SW13 SWA SWA SWCSWD.2SWE.2 SWHSWJ SWM SWO SWR DS-2 DS-3 D S L SWK.2SWL SWQ SW3A SWB SWF SWG SWE.1 SWD.1 SWN SWK.1 SW9.2 SW17 DS-4 DS-8 DS-10 DS-15 D S K . 2 D S G D S E . 2 D S D . 2 D S C D S H SWP (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (2) HOLD-DOWNS (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (2) HOLD-DOWNS (2) HOLD-DOWNS (1) HOLD-DOWN (1) HOLD-DOWN (2) HOLD-DOWNS (1) HOLD-DOWN (1) HOLDDOWN (1) HOLD-DOWN(1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (2) HOLD-DOWNS (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (2) HOLD-DOWNS(1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN D S P PORTAL FRAME 1AHOLD DOWNS - SEE SECTION HOLD DOWNS - SEE SECTION HOLD DOWNS - SEE SECTION HOLD DOWNS - SEE SECTION 1 S207 7 S207 TYP 7 S207 TYP D S H B DS-5 DS-6 DS-12 DS-14 DS-14B D S O S207 14 SIM S207 14 SIM S207 14 SIM S207 14 SIM S207 14 SIM S207 14 SIM S207 14 SIM S207 14 SIM S207 14 SIM S207 14 SIM S207 14 SIM SW6.1 SHEAR WALL LINE SHEAR WALL LINE SEGMENT ONE OR MORE HOLD-DOWNS - SEE DETAIL DRAG STRUT OR AGGRESSIVE FASTENING - SEE DRAG STRUT / PLYWOOD FASTENING SCHEDULE HOLD-DOWN DS - 1 A.1 SW1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION As indicated S S S SH H H HE EE EA A A AR R R R W W W WA A A AL LL LL LL L K K K KE EE EY Y Y Y P P P PL LL LA A A AN N N N A A A A S S S S1 1 1 10 0 0 07 7 7 7 Taitem 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1/16" = 1'-0" 1 SHEAR WALL KEY PLAN A (2ND AND 3RD FLRS) SHEAR WALL KEY PLAN LEGEND SHEAR WALL SCHEDULE A (SECOND AND THIRD FLOORS) SHEAR WALL LINESHEATHING AND FASTENERS FASTENING PATTERNWALL STUDS SIZE AND SPACINGHOLD DOWN COMPRESSION STUDS SHEAR TRANSFER CLIPS FLOOR 2 SW17/16" SHEATHING, BOTH SIDES, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU14-SDS 2.5 WITH 1" ROD(5) 2X6, MIN.(21) A35 CLIPS SW27/16" SHEATHING, BOTH SIDES, FASTENER TYPE "A"4-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU14-SDS 2.5 WITH 1" ROD(6) 2X6, MIN.(22) A35 CLIPS SW37/16" SHEATHING, BOTH SIDES, FASTENER TYPE "A"4-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU14-SDS 2.5 WITH 1" ROD(6) 2X6, MIN.(22) A35 CLIPS SW3APORTAL FRAME - SEE 1/S207SIMPSON DTT2Z - SEE 1/S207SEE FRAM. PLANS(21) A35 CLIPS SW47/16" SHEATHING, BOTH SIDES, FASTENER TYPE "A"4-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU14-SDS 2.5 WITH 1" ROD(5) 2X6, MIN.(17) A35 CLIPS SW5CMU WALL SW6CMU WALL SW77/16" SHEATHING, BOTH SIDES, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU14-SDS 2.5 WITH 1" ROD(5) 2X6, MIN.(21) A35 CLIPS SW87/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"4-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU11-SDS 2.5 WITH 1" ROD(4) 2X6, MIN.(27) A35 CLIPS SW9.17/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"4-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU11-SDS 2.5 WITH 1" ROD(4) 2X6, MIN.(24) A35 CLIPS SW9.27/16" SHEATHING, BOTH SIDES, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU14-SDS 2.5 WITH 1" ROD(5) 2X6, MIN.(21) A35 CLIPS SW107/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"4-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU11-SDS 2.5 WITH 1" ROD(4) 2X6, MIN.(27) A35 CLIPS SW117/16" SHEATHING, BOTH SIDES, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU14-SDS 2.5 WITH 1" ROD(5) 2X6, MIN.(21) A35 CLIPS SW127/16" SHEATHING, BOTH SIDES, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU14-SDS 2.5 WITH 1" ROD(5) 2X6, MIN.(21) A35 CLIPS SW137/16" SHEATHING, BOTH SIDES, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU14-SDS 2.5 WITH 1" ROD(5) 2X6, MIN.(21) A35 CLIPS SW147/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"4-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU11-SDS 2.5 WITH 1" ROD(4) 2X6, MIN.(24) A35 CLIPS SW157/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"4-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU11-SDS 2.5 WITH 1" ROD(4) 2X6, MIN.(24) A35 CLIPS SW16NOT USED THIS FLOOR SW177/16" SHEATHING, BOTH SIDES, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU14-SDS 2.5 WITH 1" ROD(5) 2X6, MIN.(21) A35 CLIPS SW187/16" SHEATHING, BOTH SIDES, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU14-SDS 2.5 WITH 1" ROD(5) 2X6, MIN.(21) A35 CLIPS SWA7/16" SHEATHING, BOTH SIDES, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU14-SDS 2.5 WITH 1" ROD(5) 2X6, MIN.(21) A35 CLIPS SWBNOT USED THIS FLOOR SWC7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"4-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU11-SDS 2.5 WITH 1" ROD(4) 2X6, MIN.(27) A35 CLIPS SWD.17/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"4-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU11-SDS 2.5 WITH 1" ROD(4) 2X6, MIN.(27) A35 CLIPS SWD.27/16" SHEATHING, BOTH SIDES, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU14-SDS 2.5 WITH 1" ROD(5) 2X6, MIN.(21) A35 CLIPS SWE.17/16" SHEATHING, BOTH SIDES, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU14-SDS 2.5 WITH 1" ROD(5) 2X6, MIN.(21) A35 CLIPS SWE.27/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"4-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU11-SDS 2.5 WITH 1" ROD(4) 2X6, MIN.(27) A35 CLIPS SWF7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"4-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU11-SDS 2.5 WITH 1" ROD(4) 2X6, MIN.(24) A35 CLIPS SWG7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"4-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU11-SDS 2.5 WITH 1" ROD(4) 2X6, MIN.(27) A35 CLIPS SWH7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"4-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU11-SDS 2.5 WITH 1" ROD(4) 2X6, MIN.(24) A35 CLIPS SWJ7/16" SHEATHING, BOTH SIDES, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU14-SDS 2.5 WITH 1" ROD(5) 2X6, MIN.(21) A35 CLIPS SWK.17/16" SHEATHING, BOTH SIDES, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU14-SDS 2.5 WITH 1" ROD(5) 2X6, MIN.(21) A35 CLIPS SWK.27/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"4-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU11-SDS 2.5 WITH 1" ROD(4) 2X6, MIN.(27) A35 CLIPS SWL7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"4-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU11-SDS 2.5 WITH 1" ROD(4) 2X6, MIN.(27) A35 CLIPS SWM7/16" SHEATHING, BOTH SIDES, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU14-SDS 2.5 WITH 1" ROD(5) 2X6, MIN.(21) A35 CLIPS SWN7/16" SHEATHING, BOTH SIDES, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU14-SDS 2.5 WITH 1" ROD(5) 2X6, MIN.(21) A35 CLIPS SWO7/16" SHEATHING, BOTH SIDES, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU14-SDS 2.5 WITH 1" ROD(5) 2X6, MIN.(21) A35 CLIPS SWPCMU WALL SWQ7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"4-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU11-SDS 2.5 WITH 1" ROD(4) 2X6, MIN.(27) A35 CLIPS SWR7/16" SHEATHING, BOTH SIDES, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU14-SDS 2.5 WITH 1" ROD(5) 2X6, MIN.(21) A35 CLIPS FLOOR 3 SW17/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"4-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205HDU8-SDS 2.5 WITH 7/8" ROD(4) 2X6, MIN.(16) A35 CLIPS SW27/16" SHEATHING, BOTH SIDES, FASTENER TYPE "A"4-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU11-SDS 2.5 WITH 1" ROD(4) 2X6, MIN.(14) A35 CLIPS SW37/16" SHEATHING, BOTH SIDES, FASTENER TYPE "A"4-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU11-SDS 2.5 WITH 1" ROD(4) 2X6, MIN.(14) A35 CLIPS SW3APORTAL FRAME - SEE 1/S207SIMPSON DTT2Z - SEE 1/S207SEE FRAM. PLANS SW47/16" SHEATHING, BOTH SIDES, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205HDU8-SDS 2.5 WITH 7/8" ROD(4) 2X6, MIN.(12) A35 CLIPS SW5CMU WALL SW6CMU WALL SW77/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"4-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205HDU8-SDS 2.5 WITH 7/8" ROD(4) 2X6, MIN.(16) A35 CLIPS SW85/8" GWB BOTH SIDES, FASTENER TYPE "B"7" O.C.SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM.SIMPSON HTT5KT WITH 5/8" ROD(3) 2X6, MIN.(20) A35 CLIPS SW9.15/8" GWB BOTH SIDES, FASTENER TYPE "B"7" O.C.SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM.SIMPSON HTT5KT WITH 5/8" ROD(3) 2X6, MIN.(18) A35 CLIPS SW9.27/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"4-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205HDU8-SDS 2.5 WITH 7/8" ROD(4) 2X6, MIN.(16) A35 CLIPS SW105/8" GWB BOTH SIDES, FASTENER TYPE "B"7" O.C.SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM.SIMPSON HTT5KT WITH 5/8" ROD(3) 2X6, MIN.(20) A35 CLIPS SW117/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"4-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205HDU8-SDS 2.5 WITH 7/8" ROD(4) 2X6, MIN.(16) A35 CLIPS SW127/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"4-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205HDU8-SDS 2.5 WITH 7/8" ROD(4) 2X6, MIN.(16) A35 CLIPS SW137/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"4-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205HDU8-SDS 2.5 WITH 7/8" ROD(4) 2X6, MIN.(16) A35 CLIPS SW145/8" GWB BOTH SIDES, FASTENER TYPE "B"7" O.C.SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM.SIMPSON HTT5KT WITH 5/8" ROD(3) 2X6, MIN.(18) A35 CLIPS SW155/8" GWB BOTH SIDES, FASTENER TYPE "B"7" O.C.SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM.SIMPSON HTT5KT WITH 5/8" ROD(3) 2X6, MIN.(18) A35 CLIPS SW16NOT USED THIS FLOOR SW177/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"4-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205HDU8-SDS 2.5 WITH 7/8" ROD(4) 2X6, MIN.(16) A35 CLIPS SW187/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"4-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205HDU8-SDS 2.5 WITH 7/8" ROD(4) 2X6, MIN.(16) A35 CLIPS SWA7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"4-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205HDU8-SDS 2.5 WITH 7/8" ROD(4) 2X6, MIN.(16) A35 CLIPS SWBNOT USED THIS FLOOR SWC5/8" GWB BOTH SIDES, FASTENER TYPE "B"7" O.C.SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM.SIMPSON HTT5KT WITH 5/8" ROD(3) 2X6, MIN.(20) A35 CLIPS SWD.15/8" GWB BOTH SIDES, FASTENER TYPE "B"7" O.C.SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM.SIMPSON HTT5KT WITH 5/8" ROD(3) 2X6, MIN.(20) A35 CLIPS SWD.27/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"4-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205HDU8-SDS 2.5 WITH 7/8" ROD(4) 2X6, MIN.(16) A35 CLIPS SWE.17/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"4-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205HDU8-SDS 2.5 WITH 7/8" ROD(4) 2X6, MIN.(16) A35 CLIPS SWE.25/8" GWB BOTH SIDES, FASTENER TYPE "B"7" O.C.SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM.SIMPSON HTT5KT WITH 5/8" ROD(3) 2X6, MIN.(20) A35 CLIPS SWF5/8" GWB BOTH SIDES, FASTENER TYPE "B"7" O.C.SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM.SIMPSON HTT5KT WITH 5/8" ROD(3) 2X6, MIN.(18) A35 CLIPS SWG5/8" GWB BOTH SIDES, FASTENER TYPE "B"7" O.C.SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM.SIMPSON HTT5KT WITH 5/8" ROD(3) 2X6, MIN.(20) A35 CLIPS SWH5/8" GWB BOTH SIDES, FASTENER TYPE "B"7" O.C.SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM.SIMPSON HTT5KT WITH 5/8" ROD(3) 2X6, MIN.(18) A35 CLIPS SWJ7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"4-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205HDU8-SDS 2.5 WITH 7/8" ROD(4) 2X6, MIN.(16) A35 CLIPS SWK.17/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"4-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205HDU8-SDS 2.5 WITH 7/8" ROD(4) 2X6, MIN.(16) A35 CLIPS SWK.25/8" GWB BOTH SIDES, FASTENER TYPE "B"7" O.C.SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM.SIMPSON HTT5KT WITH 5/8" ROD(3) 2X6, MIN.(20) A35 CLIPS SWL5/8" GWB BOTH SIDES, FASTENER TYPE "B"7" O.C.SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM.SIMPSON HTT5KT WITH 5/8" ROD(3) 2X6, MIN.(20) A35 CLIPS SWM7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"4-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205HDU8-SDS 2.5 WITH 7/8" ROD(4) 2X6, MIN.(16) A35 CLIPS SWN7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"4-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205HDU8-SDS 2.5 WITH 7/8" ROD(4) 2X6, MIN.(16) A35 CLIPS SWO7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"4-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205HDU8-SDS 2.5 WITH 7/8" ROD(4) 2X6, MIN.(16) A35 CLIPS SWPCMU WALL SWQ5/8" GWB BOTH SIDES, FASTENER TYPE "B"7" O.C.SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM.SIMPSON HTT5KT WITH 5/8" ROD(3) 2X6, MIN.(20) A35 CLIPS SWR7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"4-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205HDU8-SDS 2.5 WITH 7/8" ROD(4) 2X6, MIN.(16) A35 CLIPS SHEAR WALL SCHEDULE NOTES 1.SHEAR WALL FASTENING PATTERN: FIRST NUMBER REFERS TO EDGE NAILING PATTERN, SECOND NUMBER REFERS TO FIELD NAILING PATTERN. FOR EXAMPLE: 6/12 = 6" EDGE, 12" FIELD NAILING PATTERN 2.SEE WALL FRAMING SCHEDULE ON FRAMING PLANS SHEETS FOR STUD SIZE, SPACING, TYPE AND BLOCKING AT EXTERIOR AND LOAD BEARING INTERIOR WALLS THAT, IN SOME CASES, ALSO ACT AS SHEAR WALLS. FOR NON-LOAD BEARING INTERIOR SHEAR WALLS, SEE SHEAR WALL SCHEDULE FOR REQUIRED STUD SIZE, SPACING, TYPE AND BLOCKING 3.SHEAR TRANSFER CLIPS TO BE SIMPSON HSLQ37-SDS2.5 UNLESS OTHERWISE NOTED. SEE SCHEDULE FOR QUANTITY REQUIRED PER SHEAR WALL LINE SEGMENT. CLIPS SHALL BE EQUALLY SPACED OVER FULL SHEATHED SHEAR WALL PANELS. DO NOT INSTALL CLIPS OVER WINDOW OR DOOR OPENINGS. SEE SHEAR WALL KEY PLAN FOR DETAIL REFERENCE. AS ALTERNATE TO CLIPS, SEE DETAIL 7/S204 FOR FASTENING. 4.SHEATHING SHALL BE FASTENED TO WALL BLOCKING WITH THE EDGE PATTERN SPACING. 5.WHERE SHEATHING OCCURS ON BOTH FACES OF THE SHEAR WALL AND THE EDGE NAILING SPACING IS LESS THAN 6", SHEATHING JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT STUDS (SHEATHING JOINTS SHALL BE STAGGERED FROM ONE SIDE TO THE OTHER). 6.SHEATHING SHALL BE FASTENED TO RIM WITH MIN. OF (3) ROWS OF 10 PENNY BY 1 1/2" NAILS AT 12" O.C. 7.SHEATHING SHALL BE FASTENED TO BOTTOM TOP PLATE OF WALL AT 12" O.C. 8.FOR EXTERIOR WALL PANELIZED SYSTEM, PROVIDE BLOCKING AS REQUIRED AT PANEL EDGES TO BE FASTENED WITH EDGE NAILING PATTERN. 9.SHEATHING SHALL BE FASTENED TO SILL/SOLE PLATE WITH EDGE NAILING PATTERN. 10.STANDARD HOLD-DOWN ALTERNATE FOR SHEAR WALLS DOES NOT REQUIRE INSTALLATION OF END STUDS. ONLY PROVIDE COMPRESSION STUDS PER SHEAR WALL SCHEDULE. 11.SHEATHING TO SHEAR WALL COMPRESSION STUDS/POSTS SHALL BE AS FOLLOWS: TWO CLOSEST STUDS TO ROD SHALL BE 12" O.C. STAGGERED FROM ONE STUD TO THE OTHER. ALL OTHER COMPRESSION STUDS SHALL BE FASTENED WITH FIELD PATTERN STAGGERED FROM STUD TO STUD. 12.STANDARD SIMPSON HOLD-DOWNS PER SHEAR WALL SCHEDULE. RODS FOR HOLD-DOWNS AS FOLLOWS: HD3B AND HD5B - 5/8" ROD, HD7B AND HD9B - 7/8" ROD, HD12 - 1" ROD DRAG STRUT SCHEDULE Drag Strut Mark DS-2 DS-3 DS-4 DS-5 DS-6 DS-8 DS-10 DS-12 DS-14 DS-14B DS-15 DS-C DS-D.2 DS-E.2 DS-G DS-H DS-HB DS-K.2 DS-L DS-O DS-P DRAG STRUT SCHEDULE NOTES 1.ALL DRAGS SHALL BE ACHIEVED BY FASTENING FLOOR SHEATHING W/ GLUE AND NAILS. NAILS SHALL BE @ 6" O.C. FOR BOTH EDGE AND FIELD. INSTALL 2X BLOCKING AS REQUIRED TO ACHIEVE DRAG LINE. 2.ADDITIONAL NAILING FOR FASTENING STRAP TO BLOCKING: (2) NAILS PER BLOCKING BAY. WHERE STRAP PASSES PARALLEL TO JOIST OVER CORRIDOR, PROVIDE NAILING 6" O.C. WITH SAME TYPE NAILING AS ENDS ON EA. 2X BELOW. 3.WHERE SCHEDULED STRAP IS WIDER THAN FRAMING MEMBER BELOW, ADD 2X8 BLOCKING AS REQ'D TO ACHIEVE NECESSARY WIDTH. 4.SEE SHEAR WALL KEY PLAN FOR TYPICAL PLYWOOD FASTENING AND DRAG STRUT DETAILS. 5.AT SHEAR WALL LINES, PLYWOOD TO BE GLUED AND NAILING ALONG TOP OF FLOOR TRUSS TO BE 6" O.C. 6.ALL DRAGS SHALL BE CONTINUOUS WHERE POSSIBLE. OTHERWISE PROVIDE AN ADDITIONAL 2X STRONGBACK TO CREATE CONTINUITY OF DRAG STRUT. WALL SILL PLATE ANCHORAGE TO PLANK 1.ALL PERIMETER SHEAR WALLS SILL PLATE SHALL BE ANCHORED TO CONCRETE PLANK/ STEEL BEAM / BENT PLATE WITH F1554 5/8" DIA. ANCHOR BOLT AT 32" OC. 2.ALL INTERIOR SHEAR WALLS SILL PLATE SHALL BE ANCHORED TO CONCRETE PLANK BELOW WITH 3/8" DIA. SIMPSON TITEN HD @ 8" O.C., 3" MIN. EMBEDMENT. 3.LOAD BEARING WALLS NOT SHOWN ON THE SHEAR WALL KEY PLAN - SILL SHALL BE ANCHORED TO CONCRETE PLANK BELOW WITH 3/8" DIA. SIMPSON TITEN HD @ 24" O.C. 3" MIN. EMBEDMENT. SHEAR WALL GWB / SHEATHING FASTENERS TYPEDESCRIPTION A10D x 1-1/2" NAILS B6D COOLER (0.092"x1-7/8", 1/4" HEAD) OR WALLBOARD NAIL (0.0915"x1-7/8", 19/64" HEAD) OR 0.12" NAIL x 1-3/4" LONG, MIN. 3/8" HEAD 1 1 1 SHEAR WALL LINE SHEAR WALL LINE SEGMENT ONE OR MORE HOLD-DOWNS - SEE DETAIL DRAG STRUT OR AGGRESSIVE FASTENING - SEE DRAG STRUT / PLYWOOD FASTENING SCHEDULE HOLD-DOWN DS - 1 A.1 SW1 SW4 SW5 SW6 SW8 SW10 SW12 SW14 SW14 SW15 SW15 SW16 SW18 SW7 SW9.1 SW11 SW13 SWCSWD.2SWE.2 SWHSWJ SWM SWO SWR SWK.2SWL SWQ SW3A SWB SWF SWG SWE.1 SWD.1 SWN SWK.1 SW9.2 SW17 D S L DS-8 DS-10 DS-15 D S K . 2 D S G D S E . 2 D S D . 2 D S C D S H SWP (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (2) HOLD-DOWNS (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN(1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN D S P PORTAL FRAME 1AHOLD DOWNS - SEE SECTION HOLD DOWNS - SEE SECTION HOLD DOWNS - SEE SECTION HOLD DOWNS - SEE SECTION 1 S207 (1) HOLD-DOWN DS-5 DS-6 S207 14 SIM S207 14 SIM S207 14 SIM S207 14 SIM (1) HOLDDOWN (1) HOLD-DOWN (1) HOLD-DOWN DS-12 (2) HOLD-DOWNS (2) HOLD-DOWNS (2) HOLD-DOWNS (2) HOLD-DOWNS DS-14 S207 14 SIM S207 14 SIM DS-14B S207 14 SIM (1) HOLD-DOWN (1) HOLD-DOWN (2) HOLD-DOWNS (1) HOLD-DOWN (1) HOLD-DOWN D S O S207 14 SIM S207 14 SIM SW6.1 SW2 SW3 SW4 SW5 SW6 SW8 SW10 SW12 SW1 SW14 SW14 SW15 SW15 SW16 SW18 SW7 SW9.1 SW11 SW13 SWA SWA SWCSWD.2SWE.2 SWHSWJ SWM SWO SWR SWK.2SWL SWQ SW3A SWB SWF SWG SWE.1 SWD.1 SWN SWK.1 SW9.2 SW17 DS-2 DS-3 D S L DS-4 DS-8 DS-10 DS-15 D S K . 2 D S G D S E . 2 D S D . 2 D S C D S H SWP (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (2) HOLD-DOWNS (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN(1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (2) HOLD-DOWNS (2) HOLD-DOWNS D S P (1) HOLD-DOWN PORTAL FRAME 1AHOLD DOWNS - SEE SECTION HOLD DOWNS - SEE SECTION HOLD DOWNS - SEE SECTION HOLD DOWNS - SEE SECTION 1 S207 (1) HOLD-DOWN D S H B DS-5 DS-6 (1) HOLD-DOWN (1) HOLD-DOWN DS-12 (2) HOLD-DOWNS (2) HOLD-DOWNS DS-14 DS-14B (1) HOLD-DOWN (2) HOLD-DOWNS (1) HOLD-DOWN (1) HOLD-DOWN D S O S207 14 SIM S207 14 SIM S207 14 SIM S207 14 SIM S207 14 SIM S207 14 SIM S207 14 SIM S207 14 SIM S207 14 SIM S207 14 SIM S207 14 SIM (1) HOLDDOWN SW6.1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION As indicated S S S SH H H HE EE EA A A AR R R R W W W WA A A AL LL LL LL L K K K KE EE EY Y Y Y P P P PL LL LA A A AN N N NS S S S B B B B A A A AN N N ND D D D C C C C S S S S1 1 1 10 0 0 07 7 7 7. . . .1 1 1 1 Taitem 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET SHEAR WALL KEY PLAN LEGEND 1/16" = 1'-0" 2 SHEAR WALL KEY PLAN C (5TH FLR) 1/16" = 1'-0" 1 SHEAR WALL KEY PLAN B (4TH FLOOR) SHEAR WALL SCHEDULE B (FOURTH FLOOR) SHEAR WALL LINESHEATHING AND FASTENERS FASTENING PATTERNWALL STUDS SIZE AND SPACINGHOLD DOWNS COMPRESSION STUDS SHEAR TRANSFER CLIPS FLOOR 4 SW17/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HTT4 WITH 5/8" ROD(3) 2X6, MIN.(10) A35 CLIPS SW25/8" GWB BOTH SIDES, FASTENER TYPE "B"7" O.C.SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM.SIMPSON HTT4 WITH 5/8" ROD(2) 2X6, MIN.(8) A35 CLIPS SW35/8" GWB BOTH SIDES, FASTENER TYPE "B"7" O.C.SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM.SIMPSON HTT4 WITH 5/8" ROD(2) 2X6, MIN.(8) A35 CLIPS SW3APORTAL FRAME - SEE 1/S207SIMPSON DTT2Z - SEE 1/S207SEE FRAMING PLAN SW45/8" GWB BOTH SIDES, FASTENER TYPE "B"7" O.C.SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM.SIMPSON HTT4 WITH 5/8" ROD(3) 2X6, MIN.(8) A35 CLIPS SW5CMU WALL SW6CMU WALL SW77/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HTT4 WITH 5/8" ROD(3) 2X6, MIN.(10) A35 CLIPS SW85/8" GWB BOTH SIDES, FASTENER TYPE "B"7" O.C.SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM.SIMPSON HTT4 WITH 5/8" ROD(3) 2X6, MIN.(13) A35 CLIPS SW9.15/8" GWB BOTH SIDES, FASTENER TYPE "B"7" O.C.SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM.SIMPSON HTT4 WITH 5/8" ROD(3) 2X6, MIN.(11) A35 CLIPS SW9.27/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HTT4 WITH 5/8" ROD(3) 2X6, MIN.(10) A35 CLIPS SW105/8" GWB BOTH SIDES, FASTENER TYPE "B"7" O.C.SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM.SIMPSON HTT4 WITH 5/8" ROD(3) 2X6, MIN.(13) A35 CLIPS SW117/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HTT4 WITH 5/8" ROD(3) 2X6, MIN.(10) A35 CLIPS SW127/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HTT4 WITH 5/8" ROD(3) 2X6, MIN.(10) A35 CLIPS SW137/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HTT4 WITH 5/8" ROD(3) 2X6, MIN.(10) A35 CLIPS SW145/8" GWB BOTH SIDES, FASTENER TYPE "B"7" O.C.SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM.SIMPSON HTT4 WITH 5/8" ROD(3) 2X6, MIN.(11) A35 CLIPS SW155/8" GWB BOTH SIDES, FASTENER TYPE "B"7" O.C.SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM.SIMPSON HTT4 WITH 5/8" ROD(3) 2X6, MIN.(11) A35 CLIPS SW167/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HTT4 WITH 5/8" ROD(3) 2X6, MIN.(10) A35 CLIPS SW17NOT USED THIS FLOOR SW187/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HTT4 WITH 5/8" ROD(3) 2X6, MIN.(10) A35 CLIPS SWANOT USED THIS FLOOR SWB7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HTT4 WITH 5/8" ROD(3) 2X6, MIN.(10) A35 CLIPS SWC5/8" GWB BOTH SIDES, FASTENER TYPE "B"7" O.C.SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM.SIMPSON HTT4 WITH 5/8" ROD(3) 2X6, MIN.(13) A35 CLIPS SWD.15/8" GWB BOTH SIDES, FASTENER TYPE "B"7" O.C.SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM.SIMPSON HTT4 WITH 5/8" ROD(3) 2X6, MIN.(13) A35 CLIPS SWD.27/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HTT4 WITH 5/8" ROD(3) 2X6, MIN.(10) A35 CLIPS SWE.17/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HTT4 WITH 5/8" ROD(3) 2X6, MIN.(10) A35 CLIPS SWE.25/8" GWB BOTH SIDES, FASTENER TYPE "B"7" O.C.SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM.SIMPSON HTT4 WITH 5/8" ROD(3) 2X6, MIN.(13) A35 CLIPS SWF5/8" GWB BOTH SIDES, FASTENER TYPE "B"7" O.C.SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM.SIMPSON HTT4 WITH 5/8" ROD(3) 2X6, MIN.(11) A35 CLIPS SWG5/8" GWB BOTH SIDES, FASTENER TYPE "B"7" O.C.SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM.SIMPSON HTT4 WITH 5/8" ROD(3) 2X6, MIN.(13) A35 CLIPS SWH5/8" GWB BOTH SIDES, FASTENER TYPE "B"7" O.C.SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM.SIMPSON HTT4 WITH 5/8" ROD(3) 2X6, MIN.(11) A35 CLIPS SWJ7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HTT4 WITH 5/8" ROD(3) 2X6, MIN.(10) A35 CLIPS SWK.17/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HTT4 WITH 5/8" ROD(3) 2X6, MIN.(10) A35 CLIPS SWK.25/8" GWB BOTH SIDES, FASTENER TYPE "B"7" O.C.SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM.SIMPSON HTT4 WITH 5/8" ROD(3) 2X6, MIN.(13) A35 CLIPS SWL5/8" GWB BOTH SIDES, FASTENER TYPE "B"7" O.C.SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM.SIMPSON HTT4 WITH 5/8" ROD(3) 2X6, MIN.(13) A35 CLIPS SWM7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HTT4 WITH 5/8" ROD(3) 2X6, MIN.(10) A35 CLIPS SWN7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HTT4 WITH 5/8" ROD(3) 2X6, MIN.(10) A35 CLIPS SWO7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HTT4 WITH 5/8" ROD(3) 2X6, MIN.(10) A35 CLIPS SWPCMU WALL SWQ5/8" GWB BOTH SIDES, FASTENER TYPE "B"7" O.C.SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM.SIMPSON HTT4 WITH 5/8" ROD(3) 2X6, MIN.(13) A35 CLIPS SWR7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HTT4 WITH 5/8" ROD(3) 2X6, MIN.(10) A35 CLIPS SHEAR WALL SCHEDULE C (FIFTH FLOOR) SHEAR WALL LINESHEATHING AND FASTENERS FASTENING PATTERNWALL STUDS SIZE AND SPACINGHOLD DOWNS COMPRESSION STUDS SHEAR TRANSFER CLIPS FLOOR 5 SW1NOT USED THIS FLOOR SW2NOT USED THIS FLOOR SW3NOT USED THIS FLOOR SW3A7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON LTT19 WITH 1/2" ROD(2) 2X6, MIN.(6) A35 CLIPS SW45/8" GWB BOTH SIDES, FASTENER TYPE "B"7" O.C.SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM.SIMPSON LTT19 WITH 1/2" ROD(2) 2X6, MIN.(4) A35 CLIPS SW5CMU WALL SW6CMU WALL SW77/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON LTT19 WITH 1/2" ROD(2) 2X6, MIN.(6) A35 CLIPS SW85/8" GWB BOTH SIDES, FASTENER TYPE "B"7" O.C.SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM.SIMPSON LTT19 WITH 1/2" ROD(2) 2X6, MIN.(6) A35 CLIPS SW9.15/8" GWB BOTH SIDES, FASTENER TYPE "B"7" O.C.SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM.SIMPSON LTT19 WITH 1/2" ROD(2) 2X6, MIN.(6) A35 CLIPS SW9.27/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON LTT19 WITH 1/2" ROD(2) 2X6, MIN.(6) A35 CLIPS SW105/8" GWB BOTH SIDES, FASTENER TYPE "B"7" O.C.SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM.SIMPSON LTT19 WITH 1/2" ROD(2) 2X6, MIN.(6) A35 CLIPS SW117/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON LTT19 WITH 1/2" ROD(2) 2X6, MIN.(6) A35 CLIPS SW127/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON LTT19 WITH 1/2" ROD(2) 2X6, MIN.(6) A35 CLIPS SW137/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON LTT19 WITH 1/2" ROD(2) 2X6, MIN.(6) A35 CLIPS SW145/8" GWB BOTH SIDES, FASTENER TYPE "B"7" O.C.SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM.SIMPSON LTT19 WITH 1/2" ROD(2) 2X6, MIN.(6) A35 CLIPS SW155/8" GWB BOTH SIDES, FASTENER TYPE "B"7" O.C.SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM.SIMPSON LTT19 WITH 1/2" ROD(2) 2X6, MIN.(6) A35 CLIPS SW167/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON LTT19 WITH 1/2" ROD(2) 2X6, MIN.(6) A35 CLIPS SW17NOT USED THIS FLOOR SW187/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON LTT19 WITH 1/2" ROD(2) 2X6, MIN.(6) A35 CLIPS SWANOT USED THIS FLOOR SWB7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON LTT19 WITH 1/2" ROD(2) 2X6, MIN.(6) A35 CLIPS SWC5/8" GWB BOTH SIDES, FASTENER TYPE "B"7" O.C.SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM.SIMPSON LTT19 WITH 1/2" ROD(2) 2X6, MIN.(6) A35 CLIPS SWD.15/8" GWB BOTH SIDES, FASTENER TYPE "B"7" O.C.SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM.SIMPSON LTT19 WITH 1/2" ROD(2) 2X6, MIN.(6) A35 CLIPS SWD.27/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON LTT19 WITH 1/2" ROD(2) 2X6, MIN.(6) A35 CLIPS SWE.17/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON LTT19 WITH 1/2" ROD(2) 2X6, MIN.(6) A35 CLIPS SWE.25/8" GWB BOTH SIDES, FASTENER TYPE "B"7" O.C.SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM.SIMPSON LTT19 WITH 1/2" ROD(2) 2X6, MIN.(6) A35 CLIPS SWF5/8" GWB BOTH SIDES, FASTENER TYPE "B"7" O.C.SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM.SIMPSON LTT19 WITH 1/2" ROD(2) 2X6, MIN.(6) A35 CLIPS SWG5/8" GWB BOTH SIDES, FASTENER TYPE "B"7" O.C.SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM.SIMPSON LTT19 WITH 1/2" ROD(2) 2X6, MIN.(6) A35 CLIPS SWH5/8" GWB BOTH SIDES, FASTENER TYPE "B"7" O.C.SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM.SIMPSON LTT19 WITH 1/2" ROD(2) 2X6, MIN.(6) A35 CLIPS SWJ7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON LTT19 WITH 1/2" ROD(2) 2X6, MIN.(6) A35 CLIPS SWK.17/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON LTT19 WITH 1/2" ROD(2) 2X6, MIN.(6) A35 CLIPS SWK.25/8" GWB BOTH SIDES, FASTENER TYPE "B"7" O.C.SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM.SIMPSON LTT19 WITH 1/2" ROD(2) 2X6, MIN.(6) A35 CLIPS SWL5/8" GWB BOTH SIDES, FASTENER TYPE "B"7" O.C.SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM.SIMPSON LTT19 WITH 1/2" ROD(2) 2X6, MIN.(6) A35 CLIPS SWM7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON LTT19 WITH 1/2" ROD(2) 2X6, MIN.(6) A35 CLIPS SWN7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON LTT19 WITH 1/2" ROD(2) 2X6, MIN.(6) A35 CLIPS SWO7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON LTT19 WITH 1/2" ROD(2) 2X6, MIN.(6) A35 CLIPS SWPCMU WALL SWQ5/8" GWB BOTH SIDES, FASTENER TYPE "B"7" O.C.SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM.SIMPSON LTT19 WITH 1/2" ROD(2) 2X6, MIN.(6) A35 CLIPS SWR7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON LTT19 WITH 1/2" ROD(2) 2X6, MIN.(6) A35 CLIPS SHEAR WALL GWB / SHEATHING FASTENERS TYPEDESCRIPTION A10D x 1-1/2" NAILS B6D COOLER (0.092"x1-7/8", 1/4" HEAD) OR WALLBOARD NAIL (0.0915"x1-7/8", 19/64" HEAD) OR 0.12" NAIL x 1-3/4" LONG, MIN. 3/8" HEAD SHEAR WALL GWB / SHEATHING FASTENERS TYPEDESCRIPTION A10D x 1-1/2" NAILS B6D COOLER (0.092"x1-7/8", 1/4" HEAD) OR WALLBOARD NAIL (0.0915"x1-7/8", 19/64" HEAD) OR 0.12" NAIL x 1-3/4" LONG, MIN. 3/8" HEAD #8 @ 8" O.C., EA. WAY, TOP AND BOTTOM #5 @ 10" O.C. STIRRUPS AROUND (8) BARS 1' - 6"13' - 8"2' - 5" 1' - 6" 1 ' 6 " 1 ' 6 " 1 6 ' 1 1 5 / 8 " 17' - 7" 11" 8 ' 6 5 / 8 " 1 ' 9 " 6 ' 9 " 6 ' 8 5 / 8 " 1 ' 9 " 1' - 9"7' - 0"7' - 1"1' - 9" 1 8 ' 4 1 / 4 " 17' - 0" 1' - 6"5' - 5"8' - 7"1' - 6" 1 ' 6 " #5 @ 10" O.C. STIRRUPS AROUND (8) BAR #8 @ 8" O.C. EA. WAY T&B 1' - 9"6' - 9"6' - 9"1' - 9" 1 ' 9 " 7 ' 5 1 / 2 " 7 ' 4 3 / 4 " 1 ' 9 " 4' - 6" 4' - 6" 4' - 6" 6 S201 1' - 6" 11' - 7" 1 6 ' 4 " 6 ' 6 " 4 ' 4 " 21' - 9 3/8" 2 7 ' 2 " 1 ' 6 " 1 ' 6 7 / 8 " 5 ' 1 1 / 8 " 7' - 9" 10' - 11 5/8"1' - 6 3/4" 1' - 6" 1 ' 6 " 8' - 7"1' - 6" 9 ' 6 " 9 ' 6 " 5 ' 1 1 / 8 " 7' - 9" 1 4 ' 3 " 5 ' 6 1 / 8 " #8 @ 8" O.C. EA. WAY T&B #5 @ 10" O.C. STIRRUPS AROUND (8) BARS SUMP PIT 1 ' 9 " 1' - 9" 1' - 9" 5' - 4"1' - 9"1' - 9" 2 ' 3 " 1 ' 9 " 7 ' 9 3 / 8 " 5 ' 4 " 1 ' 9 " 1 ' 9 " 1 1ST FLOOR 394.54 #4 @ 12" O.C. (2) #5 LONGITUDINAL (2) #5 LONGITUDINAL REFER TO DWG S101 FOR SLAB REINFORCEMENT GRADE BEAM - REFER TO GRADE BEAM SCHEDULE ON DWG S100 FOR SIZE AND REINFORCEMENT STUD WALL WHERE IT OCCURS - REFER TO ARCH. DWGS. 10" CMU WALL. TYPICAL CMU REINFORCING #5 @ 24" O.C. VAPOR BARRIER COMPACTED STRUCTURAL FILL 9" 1 4 " PILE BEYOND 8 " (2) #5. SEE TYPICAL CMU REINFORCING DETAILS, SHEET S202 #5 @ 24" O.C. DOWEL 36" INTO CMU W/ STANDARD HOOK AT BOTTOM. TIE HOOK INTO BOTTOM GRADE BEAM BARS WATERPROOFING, REFER TO ARCH. DWGS. BENTONITE WATER STOP AT SLAB L16 1ST FLOOR 394.54 SIDEWALK, REFER TO LANDSCAPING PLANS EXPANSION JOINT FLASHING AND WEEP 4" CMU W/PRECAST, REFER TO ARCH. DWGS. (2) #5 LONGITUDINAL REFER TO DWG S101 FOR SLAB REINFORCEMENT GRADE BEAM - REFER TO GRADE BEAM SCHEDULE ON DWG S100 FOR SIZE AND REINFORCEMENT VAPOR BARRIER #4 @ 12" O.C. BRICK OR WINDOW, WHERE OCCURS. REFER TO ARCH. DWGS. 6" 1 ' 6 " (2) #4 CONT. STIRRUPS TO MATCH MAIN STIRRUPS 1ST FLOOR 394.54 1ST FLOOR 394.54' 1ST FLOOR 394.54' TYP. CMU REINFORCING #5 @ 24" O.C. #5 @ 24" O.C. DOWEL X 6'-0", 36" INTO CMU #5 @ 18" O.C., E.F. #5 @ 18" O.C., E.F. #5 @ 18" O.C., E.F. #5 @ 18" O.C., E.F. 5 ' 0 " WATERPROOFING - REFER TO ARCH. DWGS. 5 ' 0 " 3 ' 0 " 2 ' 0 " 10" 2' - 0" 2 ' 0 " SLAB - REFER TO PLAN FOR REINFORCING VAPOR BARRIER COMPACTED STRUCTURAL FILL WATERSTOP 4" CONC. SLAB #5 @ 7" STIRRUPS #8 BARS @7" O.C., E.W., TOP AND BOTTOM #5 @ 10" STIRRUPS 7' - 6" 7 ' 2 " 7' - 6" 1 ' 9 " 1 ' 9 " 3 ' 0 " COLUMN ABOVE 1' - 0 1/4"1' - 0 1/4" 2' - 8 3/4"2' - 0 1/2"2' - 8 3/4" 2 ' 7 3 / 4 " 6 " ADDITIONAL #8 DIAGONAL, BOTH SIDES, TOP AND BOTTOM (10) #7 BARS, T&B (5) #7 BARS, T&B #5 @ 7" O.C. STIRRUPS E Q E Q 7' - 6" 7' - 6" 4 ' 0 " 3 ' 0 " COLUMN ABOVE 6 " 1' - 9"4' - 0"1' - 9" 1ST FLOOR 394.54 T.O. GB AT PARKING 392.54 GRADE BEAM - REFER TO SCHEDULE ON DWG S101 FOR SIZE AND REINFORCEMENT ASPHALT AND SUBBASE - REFER TO SITE DRAWINGS TYPICAL CMU REINFORCING #5 @ 24" O.C. #5 @ 24" O.C. DOWEL 36" INTO CMU W/ STANDARD HOOK AT BOTTOM. TIE HOOK INTO BOTTOM GRADE BEAM BARS COMPACTED STRUCTURAL FILL 3 ' 0 " FOR SHEAR WALL END REINFORCEMENT, REFER TO DETAILS ON SHEET S202 (2) #5. SEE TYPICAL CMU REINFORCING DETAILS, SHEET S202 WATER PROOFING, REFER TO ARCH. DWGS. EXISTING STRUCTURE ON ADJACENT LOT C 1 1 ' 6 " 3 ' 0 " 6 " 1 ' 9 " 4 ' 0 " 4 ' 0 " 1 ' 9 " 1' - 9"4' - 0"1' - 9" 7' - 6" (10) #7 BARS T&B (15) #7 BARS T&B #5 @ 7" O.C. STIRRUPS 3 ' 0 " 6 " 7' - 6" 7 ' 6 " (10) # 7 TOP AND BOTTOM EA. WAY COLUMN ABOVE 1' - 9"4' - 0"1' - 9" 1 ' 9 " 4 ' 0 " 1 ' 9 " #5 @ 7" O.C. STIRRUPS 7 ' 6 " 15' - 6" (20) #7 BARS, T&B (10) #7 BARS, T&B #5 @ 7" STIRRUPS COLUMN ABOVE 1 ' 9 " 4 ' 0 " 1 ' 9 " 1' - 9"4' - 0"4' - 0"4' - 0"1' - 9" 3 ' 0 " 15' - 6" L9 1ST FLOOR 394.54 L9 REFER TO LANDSCAPING PLANS EXPANSION JOINT EXTERIOR WALL, REFER TO ARCH. DWGS. (2) #5 LONGITUDINAL REFER TO DWG S101 FOR SLAB REINFORCEMENT GRADE BEAM - REFER TO GRADE BEAM SCHEDULE ON DWG S100 FOR SIZE AND REINFORCEMENT VAPOR BARRIER #4 @ 12" O.C. 2 4 " B E L O W G R A D E ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION As indicated F FF FO O O OU U U UN N N ND D D DA A A AT TT TI II IO O O ON N N N S S S SE EE EC C C CT TT TI II IO O O ON N N NS S S S & & & & D D D DE EE ET TT TA A A AI II IL LL LS S S S S S S S2 2 2 20 0 0 01 1 1 1 Taitem 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 3/8" = 1'-0" 3 NORTH STAIR - MAT REINFORCING 3/8" = 1'-0" 2 EAST STAIR - MAT REINFORCING 3/8" = 1'-0" 7 CENTRAL ELEVATOR CORE - MAT REINFORCING 3/4" = 1'-0" 1 GRADE BEAM / FLOOR SLAB AT CMU WALL 3/4" = 1'-0" 4 GRADE BEAM / FLOOR SLAB AT STUD WALL 3/8" = 1'-0" 6 SECTION AT ELEVATOR / STAIR CORE 1/2" = 1'-0" 12 PC-3 PLAN AND SECTION DETAIL 1/2" = 1'-0" 10 PC-2 PLAN AND SECTION DETAIL 3/4" = 1'-0" 5 GRADE BEAM AT EAST PARKING CMU WALL 1/2" = 1'-0" 11 PC-6 PLAN AND SECTION DETAIL 1/2" = 1'-0" 9 PC-4 PLAN AND SECTION DETAIL 1/2" = 1'-0" 8 PC-8 PLAN AND SECTION DETAIL 3/4" = 1'-0" 13 SECTION AT ALLEY 1ST FLOOR 394.54 2ND FLOOR 406.54 LA EXIST. FINISHED FLOOR 395.95 EXISTING WEST BASEMENT FLR 390.12 BRICK FACADE EXISTING STONE FOUNDATION METAL STUD, REFER TO ARCH. DWGS RIGID INSULATION, REFER TO ARCH. DWGS. STEEL BEAM - SEE FRAMING PLAN 2X6 WOOD WALL. SEE ARCHITECTURAL DRAWINGS FOR INTERIOR FINISHES L3X6X3/8"X6" LONG STEEL ANGLE @ 48" O.C. TO TIE BRICK TO NEW STRUCTURE BRICK ATTACHED TO NEW 2X6 STUD WALL WITH HELIFIX DRYFIX STAINLESS ANCHORS @ 32" O.C. EACH WAY HELICAL PILE STONE FILL GRADE BEAM - REINFORCEMENT NOT SHOWN 6" STRUCTURAL SLAB DIMENSION VARIES ALONG GRID LINE DUE TO POSITION OF EXISTING WALL SEE ARCHITECTURAL DRAWINGS FOR SOFFIT AND CEILING, COLUMN FIREPROOFING AND ENCLOSURE SEE ARCHITECTURAL DRAWINGS FOR INTERIOR FINISHES +/-1'-0" STEEL COLUMN BEYOND, WHERE IT OCCURS PIN EXISTING FOUNDATION TO NEW GRADE BEAM W/(2) ROWS OF #4 BAR @ 36" O.C. PROVIDE 3"Ø KEY IN EXISTING. ( + / ) 4 ' 5 " EMBED PLATE @ 4'-0" O.C. (TYP.) 3" TOPPING SLAB STEEL ANGLE STIFFENER L 3 1/2 X 3 1/2 X 5/16 @ 4'-0" O.C. L 6 X 6 X 5/8 PRECAST PLANK (TYP.) +/- 1'-6" 5 / 1 6 " T H I C K G U S S E T P L A T E , 4 ' 0 " O . C . , T Y P . 1 / 2 " A N C H O R B O L T T H R O U G H S I L L P L A T E F A S T E N E D T O B E N T P L A T E B E L O W 1 / 2 " T H I C K B E N T P L A T E / P O U R S T O P A T C A N T I L E V E R E D C O N C R E T E E D G E # 5 R E B A R , 4 ' 0 " L O N G , 1 8 " O . C . W E L D E N D T O B E N T P L A T E / P O U R S T O P ( 2 ) # 5 L O N G I T U D I N A L 5 " 1' - 6" RIGID INSULATION, REFER TO ARCH. DWGS. PARGE COAT RIGID INSULATION. REFER TO ARCHITECTURAL DRAWINGS 1 LE LF 1ST FLOOR 394.54 T.O. GB AT PARKING 392.54 3/8" ELECTRIC ROOM 2 ' 0 " 1/2" CEMENT BOARD CONTINUOUS RIGID INSULATION CMU, REFER TO S203 FOR REINF. REFER TO DWG S101 FOR SLAB REINFORCEMENT GRADE BEAM - REFER TO GRADE BEAM SCHEDULE ON DWG S100 FOR SIZE AND REINFORCEMENT VAPOR BARRIER #4 @ 18" O.C. E.W. 1ST FLOOR 394.54 T.O. GB AT PARKING 392.54 ASPHALT AND SUBBASE - REFER TO SITE DRAWINGS 1' - 6"3' - 0" 6 " #4 @ 12" O.C. (3) #6 LONGITUDINAL REFER TO DWG S101 FOR SLAB REINFORCEMENT PILASTER WHERE OCCURS GRADE BEAM - REFER TO GRADE BEAM SCHEDULE ON DWG S100 FOR SIZE AND REINF. EXISTING BUILDING L12 1ST FLOOR 394.54 T.O. GB AT PARKING 392.54 #4 @ 12" O.C. (3) #6 LONGITUDINAL REFER TO DWG S101 FOR SLAB REINFORCEMENT GRADE BEAM - REFER TO GRADE BEAM SCHEDULE ON DWG S100 FOR SIZE AND REINF. COLUMN CMU WALL, REFER TO S203 FOR REINF. RIGID INSULATION, REFER TO ARCH. DWGS. CEMENT BOARD PILE CAP 1ST FLOOR 394.54 #4 @ 12" O.C. (3) #6 LONGITUDINAL REFER TO DWG S101 FOR SLAB REINFORCEMENT GRADE BEAM - REFER TO GRADE BEAM SCHEDULE ON DWG S100 FOR SIZE AND REINFORCEMENT 9" 1 4 " 6 " 1ST FLOOR 394.54 T.O. GB AT PARKING 392.54 GRADE BEAM - REFER TO SCHEDULE ON DWG S100 FOR SIZE AND REINFORCEMENT ASPHALT AND SUBBASE - REFER TO SITE DRAWINGS COMPACTED STRUCTURAL FILL REFER TO DWG S101 FOR SLAB REINFORCEMENT 1/4" 1 1 / 4 " 1/4" WIDE X 1 1/4" DEEP SAW-CUT CONTROL JOINT 18'-0" O.C., TYP. 6 " L1 1ST FLOOR 394.54 T.O. GB AT PARKING 392.54 GRADE BEAM - REFER TO SCHEDULE ON DWG S100 FOR SIZE AND REINFORCEMENT ASPHALT AND SUBBASE - REFER TO SITE DRAWINGS SIDEWALK WHERE IT OCCURS - REFER TO SITE PLANS COMPACTED STRUCTURAL FILL 6 5/8" SEE ARCH. DWGS. FOR GARAGE WALL CONSTRUCTION 1ST FLOOR 394.54 REFER TO DWG S101 FOR SLAB REINFORCEMENT GRADE BEAM - REFER TO GRADE BEAM SCHEDULE ON DWG S100 FOR SIZE AND REINFORCEMENT #4 @ 12" O.C. (3) #6 LONGITUDINAL REFER TO DWG S101 FOR SLAB REINFORCEMENT 9" 1 ' 2 " L12 1ST FLOOR 394.54 T.O. GB AT PARKING 392.54 EXISTING WEST BASEMENT FLR 390.12 3 ' 0 " 6 " GB-1, REFER TO S100 FOR REINF. SLAB, REFER TO S101 FOR REINF. PC-4, REFER TO S201 FOR REINF. 3 ' 0 " 1 ' 6 " 3' - 0" (6) #6 BOTTOM BAR, DEVELOP INTO PILE CAP CMU, REFER TO S203 FOR REINF. RIGID INSULATION ASPHALT ASPHALT AND SUB-BASE REFER TO SITE DRAWINGS GRADE BEAM / PILE CAP - REINFORCEMENT NOT SHOWN. REFER TO GRADE BEAM SCHEDULE ON DWG S100 FOR SIZE AND REINF. STEEL COLUMN BEYOND 16" X 16" CONCRETE ENCASEMENT. REINFORCEMENT SHALL BE WWF 6x6 W2.0xW2.0 AROUND STEEL COLUMN PARKING AREA CEILING - SEE ARCHITECTURAL DRAWINGS 24" X 24" COLUMN ENCASEMENT FOR FIRST 1'-0" OF COLUMN HEIGHT. REINFORCEMENT SHALL BE (4) #5 w/ (2) #3 STIRRUPS 1 ' 0 " 1' - 4" 9 ' 2 1 / 2 " FIRST FLOOR 394.54 T.O. GB AT PARKING 392.54 SECOND FLOOR 406.54 2' - 0" 2 ' 0 " 8" AIR SEAL JOINT AT CEILING AND COLUMN, REFER TO ARCH. DWGS. BASEPLATE BEYOND 2' - 0" 2 ' 0 " 1' - 4" 1 ' 4 " PLAN SECTION AT 24" X 24" LOWER PORTIONPLAN SECTION AT 16" X 16" UPPER PORTION #3 STIRRUPS STEEL COLUMNWWF 6x6 W2.0xW2.0 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION As indicated F FF FO O O OU U U UN N N ND D D DA A A AT TT TI II IO O O ON N N N S S S SE EE EC C C CT TT TI II IO O O ON N N NS S S S & & & & D D D DE EE ET TT TA A A AI II IL LL LS S S S S S S S2 2 2 20 0 0 02 2 2 2 Taitem 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 3/4" = 1'-0" 1 SECTION AT EXISTING FOUNDATION WALL, WEST 3/4" = 1'-0" 9 SECTION AT ELECTRIC ROOM 3/4" = 1'-0" 3 GRADE BEAM AT NORTHEAST PARKING CORRIDOR 3/4" = 1'-0" 4 GRADE BEAM AT RETAIL/PARKING 3/4" = 1'-0" 5 GRADE BEAM GB-1 AT FIRST FLOOR SLAB 3/4" = 1'-0" 7 GRADE BEAM AT PARKING 1 1/2" = 1'-0" 6 SAW CUT JOINT AT 1ST FLOOR SLAB 3/4" = 1'-0" 8 GRADE BEAM AT PARKING NORTH WALL 3/4" = 1'-0" 2 GRADE BEAM GB-2 AT FIRST FLOOR 3/4" = 1'-0" 10 SECTION AT LINE L12 3/4" = 1'-0" 11 PARKING CONCRETE ENCASEMENT SECTION DETAIL 1 1 1/2" = 1'-0" 12 PARKING CONCRETE ENCASEMENT PLAN DETAIL LHLJ S201 3 SEE DETAIL FOR STRUCTURAL MAT REINFORCING L5 4 S203 7 5/8" 7 5 / 8 " 9 5 / 8 " 7 5/8" THICKENED SLAB CHANNEL STRINGER CHANNEL STRINGER C H A N N E L C H A N N E L L E D G E R CHANNEL STRINGER CHANNEL STRINGER C H A N N E L C H A N N E L L E D G E R C H A N N E L CHANNEL STRINGER CHANNEL STRINGER STAIR POST TO CMU BELOW 10 S203 1 L10 L12 L13.2 L11 LF L13.1 S201 7 SEE DETAIL FOR STRUCTURAL MAT REINFORCING LG 6 S201 4 ' 3 1 / 8 " 3 ' 6 1 / 4 " 1 ' 9 1 / 4 " 3 ' 6 1 / 4 " 5 ' 0 3 / 4 " 1 ' 1 1 / 4 " 7' - 10 1/2"10' - 1 1/2"8" 5 ' 1 1 / 8 " 2 ' 0 3 / 4 " THICKENED SLAB C H A N N E L S T R I N G E R C H A N N E L S T R I N G E R C H A N N E L S T R I N G E R C H A N N E L S T R I N G E R CHANNELCHANNEL CHANNEL LEDGER CHANNEL LEDGER CHANNEL C H A N N E L POST POST LANDING ABOVE L7 LP L6 S201 2 SEE DETAIL FOR STRUCTURAL MAT REINFORCING 4 S203 Sim C H A N N E L S T R I N G E R C H A N N E L S T R I N G E R C H A N N E L S T R I N G E R C H A N N E L S T R I N G E R C H A N N E L S T R I N G E R C H A N N E L S T R I N G E R CHANNEL CHANNEL LEDGER CHANNEL CHANNEL LEDGER THICKENED SLAB STAIR POST TO CMU BELOW (2) #5 T S L DOWELS (2) #5 @ DOOR OPENING NOTES: 1. LINTELS FOR OPENINGS LARGER THAN 6'-0" SHALL BE SHORED. 2. HORIZONTAL JOINT REINFORCEMENT SHALL BE @ 8" IN 2 JOINTS ABOVE LINTELS AND BELOW SILLS; ADDITIONAL REINFORCEMENT SHALL EXTEND BEYOND OPENING TO ADJACENT OPENING OR BEYOND TO END OF WALL. 3. UNLESS NOTED OTHERWISE, CMU OPENING SHALL BE REINFORCED AS SHOWN. 4. BOND BEAM COURSE AT TOP OF OPENING SHALL BE A STANDARD LINTEL "U" BLOCK (2) #5 @ WINDOW (2) #5 FOR DIMENSIONS, REFER TO ARCHITECTURAL DRAWINGS HORIZONTAL REINFORCEMENT AT TOP AND BOTTOM OF OPENING AND AT BOTTOM OF WALL CONTINUOUS TO NEXT OPENING OR BEYOND TO END OF WALL. HORIZONTAL REINFORCEMENT AT TOP AND BOTTOM CONTINUOUS TO NEXT OPENING OR BEYOND TO END OF WALL. T S L DOWELS (2) #5 VERTICAL SIDE REINFORCING SHALL EXTEND TO TOP AND BOTTOM OF WALL #4 @ 48" O.C. WITHIN TOPPING BETWEEN #5 BARS IN KEY-WAY 24" 24" #5 @ 48" O.C. WHERE PLANKS BEAR ON BEAMS REBAR SHALL OCCUR IN GROUTED KEY-WAY PER PLANK MANUFACTURER FABRICATOR 36" 24" CMU WALL - SEE S203 STAIR / ELEVATOR CORE 0". 0". (2) #5 BOND BEAM (2) #5 CAST CONCRETE . 6" @ BEARING 4" @ NON-BEARING W8 X 15 10" X 6" X 3/8" BEARING PLATE WELDED TO HOIST BEAM W/ (2) 1/2" X 4" STUDS WELDED TO BOTTOM. EMBED STUDS IN FULLY GROUTED CELLS TOP OF CMU ELEV. = 458.54' 4" SOLID CMU STAIR ROOF FRAMING AS SHOWN ON FRAMING PLANS CMU WALL - SEE S203 FOR REINFORCING PT 2X10 CAP ANCHORED TO CMU WALL W/ 5/8" DIA. ANCHOR BOLTS 36" O.C. SPACE 1'-0" FROM CORNERS. EMBEDMENT LENGTH 10" W/ 2" HOOK. HOOK SHALL HAVE 1 1/2" OF THREADING. BOND BEAM TOP OF CMU ELEV. = 458.54' PT 2X8 SILL PLATE ANCHORED TO CMU WALL W/ 5/8" DIA. ANCHOR BOLTS 36" O.C. SPACE 1'-0" FROM CORNERS. EMBEDMENT LENGTH 10" W/ 2" HOOK. HOOK SHALL HAVE 1 1/2" OF THREADING. ROOF TRUSS PER FRAMING PLANS STAIR ROOF FRAMING AS SHOWN ON FRAMING PLANS CMU WALL - SEE S203 ROOF SHEATHING BOND BEAM W/ (2) #5 2X10 LEDGER, CONTINUOUS 16" LSL 1.5" RIM SIMPSON SDWH TIMBER-HEX SCREWS, 4" LONG, TYP. FASTEN ALL SCREWS TO TRUSS ENDS AND TO STUD BLOCKING BETWEEN TRUSSES 1 3/4" X 24" LVL FASTENED TO BLOCK WALL WITH (2) ROWS 3/4" DIA. X 8" TITEN HD BY SIMPSON @ 16" O.C. TOP AND BOTTOM EDGE DISTANCE SHALL BE 4" MIN., O.C. SPACING IN A ROW SHALL BE 8" AND END DISTANCE SHALL BE 10" MIN. STAIR / ELEVATOR CORE FLOOR TRUSS - PER FRAMING PLANS CMU WALL - SEE S203 FOR REINFORCING INSTALL CONTINUOUS 30# FELT BETWEEN BLOCK WALL AND LEDGER. BOND BEAM W/ (2) #5 (2) #5 FLOOR SHEATHING FOR PILASTER REINF., REFER TO FRAMING PLANS #5 @ 16" O.C. HORIZ. 42" 42" HEAVY DUTY HORIZONTAL TRUSS REINF. SUCH AS "DUR-O-WALL" EVERY OTHER COURSE ABOVE GRADE, EVERY COURSE BELOW GRADE, TRUSS TYPE SIDE RODS 3/16" DIA. CROSS ROD #9 MIN. LAP 6" * CMU GROUTED SOLID ** ALL VERT. BARS SHALL BE EMBED. / SPLICED INTO POURED FOUNDATION WALLS, 36" MIN. *** ALL CMU SHALL BE RUNNING BOND PATTERN **** TRUE PILASTER COURSES SHALL BE USED, INCLUDING BLOCK CORNER EXTENSIONS TO HAVE RUNNING BOND. W/ PILASTER ALT-2 FOR PILASTER REINF., REFER TO FRAMING PLANS #5 @ 16" O.C. HORIZ. 42" 42" HEAVY DUTY HORIZONTAL TRUSS REINF. SUCH AS "DUR-O-WALL" EVERY OTHER COURSE ABOVE GRADE, EVERY COURSE BELOW GRADE, TRUSS TYPE SIDE RODS 3/16" DIA. CROSS ROD #9 MIN. LAP 6" * CMU GROUTED SOLID ** ALL VERT. BARS SHALL BE EMBED. / SPLICED INTO POURED FOUNDATION WALLS, 36" MIN. *** ALL CMU SHALL BE RUNNING BOND PATTERN **** TRUE PILASTER COURSES SHALL BE USED, INCLUDING BLOCK CORNER EXTENSIONS TO HAVE RUNNING BOND. W/ PILASTER ALT-1 (10) #6 VERT. AT ALL CORNERS#5 @ 16" O.C. VERT. (8" CMU) #5 @ 24" O.C. VERT. (10" CMU) HEAVY DUTY HORIZONTAL TRUSS REINF. SUCH AS "DUR-O-WALL" EVERY OTHER COURSE ABOVE GRADE, EVERY COURSE BELOW GRADE, TRUSS TYPE SIDE RODS 3/16" DIA. CROSS ROD #9 MIN. LAP 6" * CMU GROUTED SOLID ** ALL VERT. BARS SHALL BE EMBED. / SPLICED INTO POURED FOUNDATION WALLS, 36" MIN. *** ALL CMU SHALL BE RUNNING BOND PATTERN W.0. / PILASTER #5 @ 16" O.C. VERT. (8" CMU) #5 @ 24" O.C. VERT. (10" CMU) #5 @ 16" O.C. VERT. (8" CMU) #5 @ 24" O.C. VERT. (10" CMU) CERAMIC FIBER FELT OR EQUIVALENT (6) #5 VERT. EA. SIDE OF JOINT HEAVY DUTY HORIZONTAL TRUSS REINF. SUCH AS "DUR-O-WALL" EVERY OTHER COURSE ABOVE GRADE, EVERY COURSE BELOW GRADE, TRUSS TYPE SIDE RODS 3/16" DIA. CROSS ROD #9 MIN. LAP 6" * CMU GROUTED SOLID ** ALL VERT. BARS SHALL BE EMBED. / SPLICED INTO POURED FOUNDATION WALLS, 36" MIN. *** ALL CMU SHALL BE RUNNING BOND PATTERN **** HORIZ. REINF. SHALL NOT GO THROUGH CONTROL JOINT ***** CONTROL JOINT SHALL BE 25'-0" O.C. MAX. FOR WALLS LONGER THAN 40'-0" BACKER ROD & SEALANT #5 @ 16" O.C. VERT. (8" CMU) #5 @ 24" O.C. VERT. (10" CMU) (6) #5 VERT. HEAVY DUTY HORIZONTAL TRUSS REINF. SUCH AS "DUR-O-WALL" EVERY OTHER COURSE ABOVE GRADE, EVERY COURSE BELOW GRADE, TRUSS TYPE SIDE RODS 3/16" DIA. CROSS ROD #9 MIN. LAP 6" * CMU GROUTED SOLID ** ALL VERT. BARS SHALL BE EMBED. / SPLICED INTO POURED FOUNDATION WALLS, 36" MIN. *** ALL CMU SHALL BE RUNNING BOND PATTERN #5 @ 16" O.C. VERT. (8" CMU) #5 @ 24" O.C. VERT. (10" CMU) (8) #5 VERT. HEAVY DUTY HORIZONTAL TRUSS REINF. SUCH AS "DUR-O-WALL" EVERY OTHER COURSE ABOVE GRADE, EVERY COURSE BELOW GRADE, TRUSS TYPE SIDE RODS 3/16" DIA. CROSS ROD #9 MIN. LAP 6" * CMU GROUTED SOLID ** ALL VERT. BARS SHALL BE EMBED. / SPLICED INTO POURED FOUNDATION WALLS, 36" MIN. *** ALL CMU SHALL BE RUNNING BOND PATTERN #5 @ 16" O.C. VERT. (8" CMU) #5 @ 24" O.C. VERT. (10" CMU) PROVIDE (4) 3/4" ⌀ SIMPSON TITEN HD, 5.5" EMBED. 14" X 12" X 1/2" PLATE C12 OR MC12 TO SUPPORT STAIR LANDING AND/OR STRINGERS L 2.5" X 3" X 3/8" X 7" LONG EA. SIDE W/ (2) 3/4" ⌀ A325-X BOLTS. ANGLES SHALL BE SHOP WELDED TO PLATE 2"10"2" 2 " 8 " 2 " 12" TYP. 8 " 4 " 6"1' - 0"6" C12 OR MC12 STRINGER REFER TO ARCH. DWGS. FOR TREADS AND RISERS SLAB REINFORCING. REFER TO DWG. S101 #2 CRUSHED STONE BELOW (2) #5 #4 @ 24" O.C. L 4" X 4" X 3/8" X 4" LONG SHOP WELDED TO STRINGER (TYP.) ANCHOR TO CONC. W/ SIMPSON 5/8" ⌀ TITEN HD, 6" EMBED. 1ST FLOOR 394.54' T.O. GB AT PARKING 392.54 TYPICAL CMU REINFORCING #5 @ 24" O.C. #5 @ 24" O.C. DOWEL x 4'-8" 32" INTO CMU #5 @ 24" O.C., E.F. #5 @ 18" O.C., E.F. ASPHALT AND SUB-BASE - REFER TO SITE DRAWINGS STRUCTURAL MAT REINFORCING NOT SHOWN FOR CLARITY - SEE PLAN FOR MAT SIZE AND REINFORCING STRUCTURAL FILL 4" CONC. SLAB. FOR SLAB REINFORCING, SEE DRAWING S101 10" EXTERIOR INSULATION - REFER TO ARCHITECTURAL DRAWINGS STAIR 1. ALL CMU MASONRY HEADERS TO BE TYPE MH-1 EXCEPT WHERE NOTED 2. USE STANDARD "U" LINTEL BLOCK FOR ALL BOND BEAMS AND LINTELS 3. ALL CMU WALLS AT FIRST FLOOR ARE SHEER WALLS. SEE MASONRY DETAILS SHEET S202 FOR REINFORCING REFER TO ARCHITECTURAL DRAWINGS FOR INSULATION AND EXTERIOR FINISH PRECAST LINTEL (2) #5 AT CMU BOND BEAM L3x2-1/2 STEEL ANGLE (2) #5 HORIZ. AT EA. COURSE TOP AND BOTTOM COURSE - DEVELOP PER DETAIL 13/ S203. MIDDLE COURSE - DEVELOP 2'-0" EITHER SIDE. #5 "L" BAR PER TYPICAL DETAIL 7/S203 8" LONG #4 PIN AT FRONT OF PRECAST LINTEL. DEVELOP 5.5" INTO CMU BOND BEAM AND EPOXY 2.5" UP INTO PRECAST #4 @ 16" O.C., VERTICAL, MIN. 20" LONG. EPOXY 6" INTO PRECAST LINTEL 6 " 5 1 / 2 " 2 1 / 2 " ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION As indicated E EE EL LL LE EE EV V V VA A A AT TT TO O O OR R R R A A A AN N N ND D D D S S S ST TT TA A A AI II IR R R R C C C CO O O OR R R RE EE E D D D DE EE ET TT TA A A AI II IL LL LS S S S S S S S2 2 2 20 0 0 03 3 3 3 Taitem 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1/4" = 1'-0" 3 NORTH STAIR - ENLARGED FOUNDATION PLAN 1/4" = 1'-0" 1 CENTRAL ELEVATOR CORE - ENLARGED FOUNDATION PLAN 1/4" = 1'-0" 2 EAST STAIR - ENLARGED FOUNDATION PLAN 1/4" = 1'-0" 13 TYPICAL REINFORCING DETAIL AT CMU OPENINGS 3/4" = 1'-0" 7 STAIR CORE REINFORCING AT 2ND FLOOR, SECTION 3/4" = 1'-0" 6 HOIST BEAM ATTACHMENT DETAIL 3/4" = 1'-0" 5 ROOF FRAMING AT STAIR / ELEVATOR PARAPET 3/4" = 1'-0" 8 ROOF FRAMING DETAIL AT STAIR 3/4" = 1'-0" 9 LEDGER DETAIL AT CMU CORE 3/4" = 1'-0" 17 TYPICAL CMU WALLS @ CORNER REINFORCING DETAILS 3/4" = 1'-0" 16 TYPICAL CMU WALLS REINF. @ CONTROL JOINT DETAIL 3/4" = 1'-0" 15 TYPICAL CMU WALLS REINF. @ ENDS DETAIL 3/4" = 1'-0" 14 TYPICAL CMU WALLS REINF. @ INTERSECTION DETAIL 3/4" = 1'-0" 11 TYP. STAIR LANDING/STRINGER BEAM SUPPORT 3/4" = 1'-0" 12 TYP. STAIR STRINGER ANCHORAGE & FOUNDATION DETAIL 3/4" = 1'-0" 4 SECTION AT STAIR CORE FOUNDATION MASONRY HEADER SCHEDULE Key Name MINIMUM HEIGHT TOP AND BOTTOM REINFORCEMENTSTIRRUPS MH-124"(2) #5 MH-236"(4) #6 MH-338"(6) #6#3 @ 14" O.C. 3/4" = 1'-0" 10 SECTION AT NORTH STAIR DOORWAY 1 ( T Y P . ) STEEL BEAM (SEE PLAN) EMBED PLATE (TYP.) 3" TOPPING SLAB T/FLOOR EL. (SEE PLAN) PRECAST PLANK (TYP.) 1" CLEAR1" CLEAR STEEL ANGLE STIFFENER L 3 1/2 X 3 1/2 X 5/16 @ 4'-0" O.C. L 6 X 6 X 5/8 NOTE: UNLESS OTHERWISE NOTED, STEEL ANGLES AND PLATES IN PLANK DETAILS SHALL BE A572 GRADE 50 2 " C O V . IN LIEU OF WELDED EMBEDDED PLATE AT PLANK, PROVIDE LONGITUDINAL BARS IN KEYWAYS PER PLANK MANUFACTURERS SHOP DRAWINGS ( T Y P . ) STEEL BEAM (SEE PLAN) EMBED PLATE @ 4'-0" O.C. (TYP.) 3" TOPPING SLAB T/FLOOR EL. (SEE PLAN) 1" CLEAR1" CLEAR BUTT JOINT 1:3 GROUT (TYP.) STEEL ANGLE STIFFENER L 3 1/2 X 3 1/2 X 5/16 @ 4'-0" O.C. L 6 X 6 X 5/8 NOTE: UNLESS OTHERWISE NOTED, STEEL ANGLES AND PLATES IN PLANK DETAILS SHALL BE A572 GRADE 50 PRECAST PLANK (TYP.) IN LIEU OF WELDED EMBEDDED PLATE AT PLANK, PROVIDE LONGITUDINAL BARS IN KEYWAYS PER PLANK MANUFACTURERS SHOP DRAWINGS 1 5 / 8 " C O V . STEEL BEAM (SEE PLAN) 3" TOPPING SLAB T/FLOOR EL. (SEE PLAN) PRECAST PLANK (TYP.) 1" CLEAR (TYP.) (1) WELD PLATE @ 4'-0" O.C. BUTT JOINT 1:3 GROUT (TYP.) 1 5/8" MIN. COVER STEEL ANGLE STIFFENER L 3 1/2 X 3 1/2 X 5/16 @ 4'-0" O.C. L 6 X 6 X 5/8 NOTE: UNLESS OTHERWISE NOTED, STEEL ANGLES AND PLATES IN PLANK DETAILS SHALL BE A572 GRADE 50 IN LIEU OF WELDED EMBEDDED PLATE AT PLANK, PROVIDE LONGITUDINAL BARS IN KEYWAYS PER PLANK MANUFACTURERS SHOP DRAWINGS 2ND FLOOR 406.54 1 / 4 4" TYP. (2) 3/4" Ø BOLTS EA. SIDE 1' - 4 1/2" BEAM (SEE PLAN) COLUMN (SEE PLAN) SAWCUT OR MILL TOP OF COLUMN TO BEAR 1/4 (TYP (2) STIFF. PLATES EA. SIDE OF BEAM WEB WITH MIN. THICKNESS OF COLUMN OR BEAM FLANGE BUT NOT LESS THAN 1/2" THICK. T.O.S. EL. (SEE PLAN) DETAIL OCCURS AT THE FOLLOWING GRIDLINES: CONCRETE PLANK W/ TOPPING BEYOND 1 ' - 3 " COLUMN (SEE PLAN) BEAM (SEE PLAN) D D BEAM (SEE PLAN) COLUMN (SEE PLAN) T.O.S. EL. (SEE PLAN) SHEAR CONNECTION CONCRETE PLANK W/ TOPPING BEYOND 1 ' - 3 " SECTION D-D BEAM AT OPPOSITE SIDE OF COLUMN, WHERE IT OCCURS BOTTOM PLATE TOP COVER PLATE - CONTINUES OVER OPPOSITE BEAM, WHERE IT OCCURS 2ND FLOOR 406.54 TOP COVER PLATE - CONTINUES OVER OPPOSITE BEAM, WHERE IT OCCURS NOTE: ALL PLATES, STIFFENERS AND ANGLES SHALL BE SHOP WELDED NOTE: SIZE OF STEEL PLATES, NUMBER AND SIZE OF BOLTS TO BE DETERMINED BY STEEL FABRICATOR'S ENGINEER. SUBMIT SHOP DRAWINGS FOR REVIEW. NOTE: STEEL PLATES SHALL BE Fy=50 KSI, UNLESS DESIGN PERMITS USE OF Fy=36 KSI STEEL. V M A AA SECTION A-A BEAM (SEE PLAN) BEAM (SEE PLAN) COLUMN (SEE PLAN) STIFFENER PLATE T.O.S. EL. (SEE PLAN) TOP COVER PLATE - CONTINUES OVER COLUMN AND OPPOSITE BEAM, WHERE IT OCCURS SHEAR CONNECTION BEAM AT OPPOSITE SIDE OF COLUMN, WHERE IT OCCURS CONCRETE PLANK W/ TOPPING BEYOND 1 ' - 3 " STIFFENER PLATES BELOWCOLUMN BELOW BEAM 2ND FLOOR 406.54 BOTTOM COVER PLATE TOP COVER PLATE - CONTINUES OVER COLUMN AND OPPOSITE BEAM, WHERE IT OCCURS NOTE: ALL PLATES, STIFFENERS AND ANGLES SHALL BE SHOP WELDED NOTE: SIZE OF STEEL PLATES, NUMBER AND SIZE OF BOLTS TO BE DETERMINED BY STEEL FABRICATOR'S ENGINEER. SUBMIT SHOP DRAWINGS FOR REVIEW. NOTE: STEEL PLATES SHALL BE Fy=50 KSI, UNLESS DESIGN PERMITS USE OF Fy=36 KSI STEEL. V M A SECOND FLOOR 12'-0" STEEL BEAM - SEE FRAMING PLANS 12" CONCRETE PLANK W/ 3" TOPPING. REINFORCING BY PLANK MANUFACTURER EXTERIOR WALL - REFER TO ARCHITECTURAL DRAWINGS 5 1 / 8 " 5 " VARIES 1' - 4 9/16" BRICK ATTACHED TO NEW 2X6 STUD WALL W/HB THERMAL CONCRETE 2-SEAL WING NUT ANCHOR @ 16" O.C. EACH VERTICAL AND 24" O.C. HORIZONTAL EMBED PLATE @ 4'-0" O.C. (TYP.) STEEL ANGLE STIFFENER L 3 1/2 X 3 1/2 X 5/16 @ 4'-0" O.C. L 6 X 6 X 5/8 5/16" THICK GUSSET PLATE, 4'-0" O.C., TYP. GUSSET SHALL ALSO OCCUR AT POINT LOADS. REFER TO 2/S204 AND PLANK LOADING PLAN. 1/2" THICK BENT PLATE / POUR STOP AT CANTILEVERED CONCRETE EDGE (2) #5 LONGITUDINAL #5 RE-BAR, 4'-0" LONG, 16" O.C. WELD END TO BENT PLATE / POUR STOP ANCHOR BOLT AND SPACING PER SILL PLATE ANCHORAGE NOTES, SHEET S107 1 LE SECOND FLOOR 12'-0" GARAGE CEILING (+/-) 8'-10" 5" POLYISO OR 3" POLYISO W/ R-19 FIBERGLASS INSULATION 12" CONCRETE PLANK W/ 3" TOPPING. REINFORCING BY PLANK MANUFACTURER EXTERIOR WALL - REFER TO ARCHITECTURAL DRAWINGS CMU WALL, REFER TO S203 FOR REINFORCING 8" REINF. BY PRECAST MANUFACTURER (2) #5 PERIMETER BAR (2) #5 NOTE: DETAIL OF PLANK ON CMU WALL IS SCHEMATIC. FINAL DETAIL OF PLANK TO CMU BY PRE-CAST MANUFACTURER. 10" ANCHOR ROD - SEE DRAWING S107, WALL SILL PLATE ANCHORAGE TO PLANK NOTES. COORDINATE TO PLACE ANCHOR ROD HOOK IN PLANK HOLLOW CELL TO BE GROUTED. ANCHOR ROD SHALL OCCUR AT MIDDLE OF SILL PLATE AND BEHIND HORIZONTAL PERIMETER BAR 1 1 SECOND FLOOR 12'-0" 5" POLYISO OR 3" POLYISO W/ R-19 FIBERGLASS INSULATION. SEE ARCHITECTURAL DRAWINGS 12" CONCRETE PLANK. REINFORCING BY PLANK MANUFACTURER STEEL BEAM - SEE FRAMING PLANS CEILING, WHERE IT OCCURS - REFER TO ARCHITECTURAL DRAWINGS EXTERIOR WALL - REFER TO ARCHITECTURAL DRAWINGS 1/2" THICK BENT PLATE / POUR STOP AT CANTILEVERED CONCRETE EDGE 1 1/2" #5 RE-BAR, 4'-0" LONG, 12" O.C. WELD END TO BENT PLATE / POUR STOP 3 " 1 1 / 2 " (2) #5 LONGITUDINAL EMBED PLATE @ 4'-0" O.C. ( T Y P . ) NOTE: UNLESS OTHERWISE NOTED, STEEL ANGLES AND PLATES IN PLANK DETAILS SHALL BE A572 GRADE 50 4' - 0" L 6" X6" X 5/8 (TYP.) 2 S204 Sim S206 7 ANCHOR BOLT THROUGH SILL PLATE FASTENED TO BENT PLATE BELOW. ANCHOR BOLT AND SPACING PER SILL PLATE ANCHORAGE NOTES, SHEET S107 1 L9 2ND FLOOR 406.54 10.1 12" CONCRETE PLANK W/ 3" TOPPING. REINFORCING BY PLANK MANUFACTURER STEEL BEAM - SEE FRAMING PLANS EXTERIOR WALL - REFER TO ARCHITECTURAL DRAWINGS 1' - 2 1/2" 5 " 3 " EMBED PLATE @ 4'-0" O.C. (TYP.) STEEL ANGLE STIFFENER L 3 1/2 X 3 1/2 X 5/16 @ 4'-0" O.C. L 6 X 6 X 5/8 5/16" THICK GUSSET PLATE, 4'-0" O.C., TYP. GUSSET SHALL ALSO OCCUR AT POINT LOADS. REFER TO 2/S204 AND PLANK LOADING PLAN. 1/2" THICK BENT PLATE / POUR STOP AT CANTILEVERED CONCRETE EDGE (2) #5 LONGITUDINAL #5 RE-BAR, 4'-0" LONG, 9" O.C. WELD END TO BENT PLATE / POUR STOP ANCHOR BOLT AND SPACING PER SILL PLATE ANCHORAGE NOTES, SHEET S107 1 SECOND FLOOR 12'-0" GARAGE CEILING (+/-) 8'-10" CEILING ASSEMBLY - REFER TO ARCHITECTURAL DRAWINGS B.O. BEAM (+/-) 9'-9" STEEL BEAM - SEE FRAMING PLANS 12" CONCRETE PLANK W/ 3" TOPPING. REINFORCING BY PLANK MANUFACTURER SPRAY ON INSULATION CONCRETE ENCASEMENT SEE 7/S204 3 " AIR SEAL EDGE OF INSULATION 1 2ND FLOOR 406.54 L15 EXISTING 18 X 18 WOOD BEAM TO BE REMOVED. CONTRACTOR RESPONSIBLE FOR SHORING. STOREFRONT / WINDOW - SEE ARCHITECTURAL DRAWINGS STEEL BEAM - SEE FRAMING PLAN 2X6 WOOD WALL. SEE ARCHITECTURAL DRAWINGS FOR INTERIOR FINISHES BRICK ATTACHED TO NEW 2X6 STUD WALL WITH HELIFIX DRYFIX STAINLESS ANCHORS @ 32" O.C. EACH WAY SEE ARCHITECTURAL DRAWINGS FOR SOFFIT AND CEILING, COLUMN FIREPROOFING AND ENCLOSURE EMBED PLATE @ 4'-0" O.C. (TYP.) 3" TOPPING SLAB STEEL ANGLE STIFFENER L 3 1/2 X 3 1/2 X 5/16 @ 4'-0" O.C. L 6 X 6 X 5/8 PRECAST PLANK (TYP.) 5/16" THICK GUSSET PLATE, 4'-0" O.C., TYP. GUSSET SHALL ALSO OCCUR AT POINT LOADS. REFER TO 2/S204 AND PLANK LOADING PLAN. ANCHOR BOLT THROUGH SILL PLATE FASTENED TO BENT PLATE BELOW. ANCHOR BOLT AND SPACING PER SILL PLATE ANCHORAGE NOTES, SHEET S107 1/2" THICK BENT PLATE / POUR STOP AT CANTILEVERED CONCRETE EDGE #5 RE-BAR, 4'-0" LONG, 18" O.C. WELD END TO BENT PLATE / POUR STOP (2) #5 LONGITUDINAL CANOPY, WHERE IT OCCURS - SEE ARCHITECTURAL DRAWINGS (2) MC 10 X 22 STEEL CHANNELS W/ 3/8" THICK STEEL PLATES WELDED TOP AND BOTTOM, 11" WIDE. PROVIDE 8" MIN. SOLID BRICK BEARING EACH END. 1 0 " 6 " 1 BB SECTION B-B BEAM (SEE PLAN) COLUMN (SEE SCHEDULE) BB ELEVATION C-C STEEL BEAM (SEE PLAN) HSS STEEL COLUMN (SEE PLAN) SHEAR CONNECTOR STRUCTURAL TEE HSS STEEL COLUMN (SEE PLAN) C C (TYP.) 1 " STRUCTURAL FLOOR OR ROOF SYSTEM L 4X4X3/8" @ 4'-0" O.C. PLACED SNUG AGAINST WALL, EACH SIDE ANCHOR FASTENED TO FLOOR SYSTEM HORIZONTAL JOINT REINFORCING AS REQ'D. SEE MASONRY WALL DETAILS MUST HAVE 1" MIN. CLEARANCE OR AS REQUIRED TO ACCOMMODATE DEFLECTION BETWEEN TOP OF NON-BEARING WALL AND BOTTOM OF FLOOR OR ROOF MASONRY WALL NOTE: FINAL DESIGN AND ANCHORING BY PRE-CAST MANUFACTURER 2ND FLOOR 406.54 6 S204 Sim 5/16" THICK GUSSET PLATE REINFORCING 4'-0" O.C. LOCATED AT POSTS OR STEEL COLUMNS AND AT ENDS OF SHEAR WALLS ALONG BUILDING PERIMETER, TYP. PODIUM SLAB BEYOND BENT PLATE / POUR STOP AT EDGE OF PLANK STEEL BEAM BEYOND POSTS SUPPORTING WINDOW HEADERS. SEE FRAMING PLANS FOR SIZE AND NUMBER 1 1 1/2"1' - 3"1 1/2" 1 1 / 2 " 1 ' 3 " 1 1 / 2 " 1 ' 6 " 1' - 6" 1 1/2"1' - 5"1 1/2" 1' - 8" 1 1 / 2 " 1 ' 5 " 1 1 / 2 " 1 ' 8 " 18"x18" BASEPLATE 3/4" NON-METALIC, NON-SHRINKING GROUT (4) 3/4"Ø F1554 GR 36 HEAVY HEX HEAD ANCHOR BOLTS 20"x20" BASEPLATE 3/4" NON-METALIC, NON-SHRINKING GROUT (4) 3/4"Ø F1554 GR 36 HEAVY HEX HEAD ANCHOR BOLTS BP-1, BP-2, BP-3BP-4 1 1/2"8"1 1/2" 11" 2 3 / 4 " 2 3 / 4 " 5 1 / 2 " 11"x5-1/2" BASEPLATE 3/4" NON-METALIC, NONSHRINKING GROUT (2) 3/4"Ø F1554 GR 36 THREADED ROD BP FOR HSS COL. 1' - 6" 1 ' 6 " 18"x18" BASEPLATE 3/4" NON-METALIC, NON-SHRINKING GROUT (4) 3/4"Ø F1554 GR 36 HEAVY HEX HEAD ANCHOR BOLTS BP-5, BP-6 4 " 3 / 4 " 1 ' 0 1 / 2 " 1 1 / 2 " 3/4"4"1' - 0 1/2"1 1/2" EDGE OF CONCRETE GRADE BEAM / PILE CAP BELOW 1' - 6" 1 ' 6 " 18"x18" BASEPLATE 3/4" NON-METALIC, NON-SHRINKING GROUT (4) 3/4"Ø F1554 GR 36 HEAVY HEX HEAD ANCHOR BOLTS BP-7, BP-8 4 " 3 / 4 " 1 ' 0 1 / 2 " 1 1 / 2 " 1 1/2"1' - 3"1 1/2" EDGE OF CONCRETE GRADE BEAM / PILE CAP BELOW EDGE OF CONCRETE GRADE BEAM / PILE CAP BELOW 8 " 8" 8 " ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION As indicated P P P PL LL LA A A AN N N NK K K K A A A AN N N ND D D D S S S ST TT TE EE EE EE EL LL L S S S SE EE EC C C CT TT TI II IO O O ON N N NS S S S & & & & D D D DE EE ET TT TA A A AI II IL LL LS S S S S S S S2 2 2 20 0 0 04 4 4 4 Taitem 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 3/4" = 1'-0" 3 TYPICAL DETAIL OF PRECAST PLANK PARALLEL TO BEAM 3/4" = 1'-0" 7 TYPICAL DETAIL OF PRECAST PLANK BEARING ON STEEL BEAM CONNECTION 3/4" = 1'-0" 4 TYPICAL DETAIL OF PRECAST PLANK CHANGE OF DIRECTION 3/4" = 1'-0" 11 TYPICAL BEAM OVER COLUMN CONNECTION DETAIL 3/4" = 1'-0" 13 TYPICAL DETAIL OF MOMENT CONNECTION TO COLUMN WEB 3/4" = 1'-0" 15 TYPICAL BEAM TO BEAM CONNECTION DETAIL (WF-SHAPES) 3/4" = 1'-0" 10 TYPICAL DETAIL OF MOMENT CONNECTION TO COLUMN FLANGE 3/4" = 1'-0" 1 PLANK SECTION AT SOUTH EXTERIOR 3/4" = 1'-0" 12 PLANK AT EXTERIOR CMU WALL 3/4" = 1'-0" 6 PLANK EDGE AT GARAGE NORTH 3/4" = 1'-0" 9 PLANK EDGE AT WEST 3/4" = 1'-0" 14 GARAGE CEILING SECTION 3/4" = 1'-0" 5 SECTION AT EXISTING BEAM / STOREFRONT, SOUTHWEST 3/4" = 1'-0" 16 TYPICAL BEAM TO COLUMN CONNECTION DETAIL (WF-COLUMNS) 3/4" = 1'-0" 17 TYPICAL DETAIL OF WF BEAM TO HSS COLUMN CONNECTION 3/4" = 1'-0" 8 LATERAL SUPPORT OF NON-LOAD BEARING PARTITION 3/4" = 1'-0" 2 ELEVATION DETAIL AT PLANK EDGE GUSSET PLATES 1 1/2" = 1'-0" 18 STEEL BASE PLATES 1 AT WINDOW OPENINGS, SEE FRAMING PLANS, EXTERIOR WALL HEADER SCHEDULE, FOR REQ'D # OF KING STUDS, TYP. 16" RIM, TYP. FLOOR TRUSSES BEYOND NOT SHOWN CONCRETE PLANK W/ TOPPING P.T. 2X6 SILL PLATE, TYP. SEE "WALL SILL PLATE ANCHORAGE TO PLANK" ON SHEET S107 FOR ANCHORAGE. (2) 2X6 TOP PLATE, TYP. SEE PARAPET DETAIL FOR REQ'D NUMBER OF STUDS, SPACING AND BLOCKING AT ROOF PARAPET 2X6 SILL PLATE ON 3/4" SUBFLOOR, TYP. SEE WALL FRAMING SCHEDULE BELOW FOR REQ'D NUMBER OF STUDS, SPACING AND BLOCKING AT EACH FLOOR WINDOW HEADER IN FLOOR PLANE, TYP. - SEE FRAMING PLANS AND HEADER SCHEDULE PROVIDE SOLID BLOCKING BEHIND RIM AT WINDOW KING STUD BEARING, AND AT EACH STUD BETWEEN FLOOR JOISTS, TYP. SEE REFERENCED DETAILS, OCCURS AT ALL FLOORS. 2ND FLOOR 3RD FLOOR 4TH FLOOR 5TH FLOOR ROOF ROOF PARAPET 2 3 / 8 " 2 3 / 8 " 2 3 / 8 " SEE WALL FRAMING SCHEDULE BELOW FOR REQ'D NUMBER OF STUDS, SPACING AND BLOCKING AT EACH FLOOR 2 3 / 8 " SEE WALL FRAMING SCHEDULE BELOW FOR REQ'D NUMBER OF STUDS, SPACING AND BLOCKING AT EACH FLOOR SEE WALL FRAMING SCHEDULE BELOW FOR REQ'D NUMBER OF STUDS, SPACING AND BLOCKING AT EACH FLOOR WINDOW HEADER IN FLOOR PLANE, TYP. - SEE FRAMING PLANS AND HEADER SCHEDULE NOTE: EXTERIOR BEARING WALLS NORTH OF GRID LINE 1B (EAST WALL AND WEST WALL) SHALL BE (2) 2X6 @ 16" O.C. ON ALL FLOORS (2ND THROUGH 4TH) 2x6 CORRIDOR FRAMING 16" RIM JOIST - SEE FRAMING PLANS SILL PLATE PLYWOOD SHEATHING CEILING NOT SHOWN. SEE ARCHITECTURAL DRAWINGS ADDITIONAL SHEATHING AS REQ'D PER SHEAR WALL SCHEDULE WALL DOUBLE TOP PLATE FLOOR TRUSSES AS THEY OCCUR BLOCKING FOR ADDITIONAL SHEATHING AS REQ'D, TYPICAL JOIST HANGER FLAT DOOR HEADER WHERE IT OCCURS. RIM IN FLOOR PLANE, OR BEAM SISTERED TO RIM, SERVES AS HEADER. SEE FRAMING PLANS. 2x6 CORRIDOR FRAMING SILL PLATE PLYWOOD SHEATHING CEILING NOT SHOWN. SEE ARCHITECTURAL DRAWINGS ADDITIONAL SHEATHING AS REQ'D PER SHEAR WALL SCHEDULE WALL DOUBLE TOP PLATE FLOOR TRUSSES AS THEY OCCUR 16" RIM JOIST - SEE FRAMING PLANS JOIST HANGER BLOCKING TO PROVIDE FULL BEARING TRANSFER FROM BOTTOM OF STUD ABOVE TO TOP OF STUD BELOW. MATCH NUMBER AND SPACING OF STUDS - SEE WALL FRAMING SCHEDULE ON FRAMING PLANS 2x6 CORRIDOR FRAMING 16" FLOOR TRUSS BEYOND SILL PLATE PLYWOOD SHEATHING CEILING NOT SHOWN. SEE ARCHITECTURAL DRAWINGS ADDITIONAL SHEATHING AS REQ'D PER SHEAR WALL SCHEDULE. RUN TO UNDERSIDE OF FLOOR ABOVE AS SHOWN WALL DOUBLE TOP PLATE SHEAR TRANSFER CLIP PER SCHEDULE, SHEET S107 16" RIM JOIST - SEE FRAMING PLANS JOIST HANGER FLAT DOOR HEADER WHERE IT OCCURS. RIM IN FLOOR PLANE, OR BEAM SISTERED TO RIM, SERVES AS HEADER. SEE FRAMING PLANS. BLOCKING TO PROVIDE FULL BEARING TRANSFER FROM BOTTOM OF STUD ABOVE TO TOP OF STUD BELOW. MATCH NUMBER AND SPACING OF STUDS - SEE WALL FRAMING SCHEDULE ON FRAMING PLANS 2x6 CORRIDOR FRAMING 16" FLOOR TRUSSSILL PLATE PLYWOOD SHEATHING CEILING NOT SHOWN. SEE ARCHITECTURAL DRAWINGS ADDITIONAL SHEATHING AS REQ'D PER SHEAR WALL SCHEDULE WALL DOUBLE TOP PLATE 16" RIM JOIST - SEE FRAMING PLANS JOIST HANGER TRUSS HANGER TO OCCUR AT WALL OPENINGS 16" FLOOR TRUSS BEYOND ADDITIONAL SHEATHING AS REQ'D PER SHEAR WALL SCHEDULE. RUN TO UNDERSIDE OF FLOOR ABOVE AS SHOWN SHEAR TRANSFER CLIP PER SCHEDULE, SHEET S107 SILL PLATE PLYWOOD SHEATHING EXTERIOR WALL - REFER TO ARCHITECTURAL DRAWINGS CEILING NOT SHOWN. SEE ARCHITECTURAL DRAWINGS WALL DOUBLE TOP PLATE FLAT DOOR HEADER WHERE IT OCCURS. RIM IN FLOOR PLANE, OR BEAM SISTERED TO RIM, SERVES AS HEADER. SEE FRAMING PLANS. BLOCKING TO PROVIDE FULL BEARING TRANSFER FROM BOTTOM OF STUD ABOVE TO TOP OF STUD BELOW. MATCH NUMBER AND SPACING OF STUDS - SEE WALL FRAMING SCHEDULE ON FRAMING PLANS 16" LSL RIM JOIST - SEE FRAMING PLANS IF BUILDING IS TO BE PANELIZED, THIS SECTION OF WALL SHEATHING AND INSULATION TO BE INSTALLED IN FIELD TO PROVIDE ADEQUATE OVERLAP OF SHEATHING OVER RIM JOIST. 4 ' 0 " 16" FLOOR TRUSS SILL PLATE PLYWOOD SHEATHING CEILING NOT SHOWN. SEE ARCHITECTURAL DRAWINGS ADDITIONAL SHEATHING AS REQ'D PER SHEAR WALL SCHEDULE WALL DOUBLE TOP PLATE EXTERIOR WALL - REFER TO ARCHITECTURAL DRAWINGS 16" LSL RIM JOIST - SEE FRAMING PLANS TRUSS HANGER TO OCCUR AT WALL OPENINGS IF BUILDING IS TO BE PANELIZED, THIS SECTION OF WALL SHEATHING AND INSULATION TO BE INSTALLED IN FIELD TO PROVIDE ADEQUATE OVERLAP OF SHEATHING OVER RIM JOIST. 4 ' 0 " AT DOOR OPENINGS, SEE FRAMING PLANS, EXTERIOR WALL HEADER SCHEDULE, FOR REQ'D # OF KING STUDS, TYP. 16" RIM, TYP. FLOOR TRUSSES BEYOND NOT SHOWN CONCRETE PLANK W/ TOPPING P.T. 2X6 SILL PLATE, TYP. SEE "WALL SILL PLATE ANCHORAGE TO PLANK" ON SHEET S107 FOR ANCHORAGE. (2) 2X6 TOP PLATE, TYP. 2X6 SILL PLATE ON 3/4" SUBFLOOR, TYP. SEE WALL FRAMING SCHEDULE BELOW FOR REQ'D NUMBER OF STUDS, SPACING AND BLOCKING AT EACH FLOOR DOOR HEADER IN FLOOR PLANE, TYP. - SEE FRAMING PLANS AND HEADER SCHEDULE PROVIDE SOLID BLOCKING BEHIND RIM AT DOOR KING STUD BEARING, AND AT EACH STUD BETWEEN FLOOR JOISTS, TYP. SEE REFERENCED DETAILS. 2ND FLOOR 3RD FLOOR 4TH FLOOR 5TH FLOOR ROOF 2 3 / 8 " 2 3 / 8 " 2 3 / 8 " SEE WALL FRAMING SCHEDULE BELOW FOR REQ'D NUMBER OF STUDS, SPACING AND BLOCKING AT EACH FLOOR 2 3 / 8 " SEE WALL FRAMING SCHEDULE BELOW FOR REQ'D NUMBER OF STUDS, SPACING AND BLOCKING AT EACH FLOOR SEE WALL FRAMING SCHEDULE BELOW FOR REQ'D NUMBER OF STUDS, SPACING AND BLOCKING AT EACH FLOOR CORRIDOR FRAMING - SEE FRAMING PLANS DOOR HEADER IN FLOOR PLANE, TYP. - SEE FRAMING PLANS AND HEADER SCHEDULE NOTE: INTERIOR BEARING WALLS NORTH OF GRID LINE 1B SHALL BE (2) 2X6 @ 16" O.C. ON ALL FLOORS (2ND THROUGH 4TH) EXTERIOR WALL PANELS CONNECTION: 1/4" DIA. X 3" SIMPSON SDS SCREWS @ 6" O.C. (INSTALL STAGGERED EA. SIDE). MINIMUM OF 3" END DISTANCE TOP AND BOTTOM. ADDITIONALLY PROVIDE (2) 10D NAILS @ 6" O.C., STAGGERED 3" VERTICALLY FROM SDS SCREWS. LSTA24 STRAPS AT TOP AND BOTTOM PLATES LSTA24 STRAPS AT TOP AND BOTTOM PLATES P.T. BALCONY FRAMING - SEE FRAMING PLANS HEADER AT DOOR OPENING - SEE FRAMING PLANS EXTERIOR WALL - REFER TO ARCHITECTURAL DRAWINGS REFER TO ARCHITECTURAL DRAWINGS FOR BALCONY DECKING AND UNDERSIDE FINISH DOUBLE TOP WALL PLATE FLOOR, CEILING AND INTERIOR FINISH - REFER TO ARCHITECTURAL DRAWINGS CANTILEVERED BALCONY BEAM - (2) #1 GRADE P.T. 2X10'S SISTERED TO 16" FLOOR TRUSS HANGER FOR ATTACHING 16" FLOOR TRUSS TO TRUSS GIRDER OR LVL BEAM - SEE FRAMING PLANS 16" LSL RIM BOARD BETWEEN CANTILEVERED BALCONY BEAMS SIMPSON LS50 CLIP FOR ATTACHING CANTILEVERED 2X10 BALCONY BEAMS TO TRUSS GIRDER OR LVL BEAM - SEE FRAMING PLANS 16" FLOOR TRUSS FRAMING, PERPENDICULAR TO BALCONY CANTILEVER 16" TRUSS GIRDER OR LVL BEAM- SEE FRAMING PLANS. IF TRUSS GIRDER IS USED, MIN. 2X6 TOP CHORD ORIENTED IN STRONG DIRECTION AS SHOWN 16" FLOOR TRUSS, PARALLEL TO BALCONY CANTILEVER FLOOR LEVEL 13 S205 1 6 " F l r T r u s s ( 2 ) P T # 1 2 x 1 0 1 6 " F l r T r u s s ( 2 ) P T # 1 2 x 1 0 @ 16" Flr Truss16" @ P T 2 x 1 0 1 6 " ( 2 ) P T 2 x 1 0 POST BELOW - SEE HEADER SCHEDULE FOR REQ'D POSTS 16" LSL RIM BOARD BETWEEN CANTILEVERED BALCONY BEAMS X-WXX DOOR/WINDOW HEADER BELOW FLOOR PLANE. SEE FRAMING PLAN AND EXTERIOR WALL HEADER SCHEDULE. X-BXX BEAM - SEE FRAMING PLAN AND BEAM SCHEDULE HANGER AND/OR CLIP - SEE SECTION FULL DEPTH PT 2X10 BLOCKING, MID-SPAN CANTILEVERED BALCONY BEAM SISTERED TO 16" FLOOR TRUSS S E E A R C H I T E C T U R A L D R A W I N G S 16" FLOOR TRUSS @ 16", PERPENDICULAR TO CANTILEVERED BALCONY POST BELOW - SEE HEADER SCHEDULE FOR REQ'D POSTS 16" LSL RIM BOARD BETWEEN CANTILEVERED BALCONY BEAMS DOOR/WINDOW HEADER BELOW FLOOR PLANE. SEE FRAMING PLAN AND EXTERIOR WALL HEADER SCHEDULE. FULL DEPTH PT 2X10 BLOCKING, MID-SPAN CANTILEVERED BALCONY BEAM SISTERED TO 16" FLOOR TRUSS ( 2 ) P T # 1 2 x 1 0 ( 2 ) P T # 1 2 x 1 0 1 6 " F l r T r u s s 1 6 " F l r T r u s s X-WXX 1 2 ' 0 " @ 1 6 " F l r T r u s s 1 6 " @ P T 2 x 1 0 1 6 " S E E A R C H I T E C T U R A L D R A W I N G S ( 2 ) P T 2 x 1 0 16" FLOOR TRUSS @ 16", PARALLEL TO CANTILEVERED BALCONY 12 S205 P.T. BALCONY FRAMING - SEE FRAMING PLANS HEADER AT DOOR OPENING - SEE FRAMING PLANS EXTERIOR WALL - REFER TO ARCHITECTURAL DRAWINGS REFER TO ARCHITECTURAL DRAWINGS FOR BALCONY DECKING AND UNDERSIDE FINISH DOUBLE TOP WALL PLATE FLOOR, CEILING AND INTERIOR FINISH - REFER TO ARCHITECTURAL DRAWINGS CANTILEVERED BALCONY BEAM - (2) #1 GRADE P.T. 2X10'S SISTERED TO 16" TRUSS GIRDER 16" LSL RIM BOARD BETWEEN CANTILEVERED BALCONY BEAMS 16" FLOOR TRUSS FRAMING, PARALLEL TO BALCONY CANTILEVER FLOOR LEVEL SEE SHEAR WALL SCHEDULE FOR REQ'D COMPRESSION STUDS AND HOLD-DOWNS 1' - 0" 1 ' 0 " AT SOLE (BOTTOM) PLATE AND AT TOP PLATE, AT EA. FLOOR, STRAP CORNERS WITH (1) SIMPSON CS20 STRAP, MIN. OVERLAP 1'-0" EA. END, TYP. ALL EXTERIOR PERIMETER WALLS. STRAP MAY BE INSTALLED EITHER OVER SHEATHING OR UNDER SHEATHING. ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION As indicated F FF FR R R RA A A AM M M MI II IN N N NG G G G S S S SE EE EC C C CT TT TI II IO O O ON N N NS S S S A A A AN N N ND D D D D D D DE EE ET TT TA A A AI II IL LL LS S S S S S S S2 2 2 20 0 0 05 5 5 5 Taitem 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1/4" = 1'-0" 1 TYPICAL FRAMING AT EXTERIOR WALL - ELEVATION DETAIL 1 1/2" = 1'-0" 4 CORRIDOR FRAMING DETAIL AT CORRIDOR TRUSS AT DOOR HEADER 1 1/2" = 1'-0" 6 CORRIDOR FRAMING DETAIL AT PARALLEL TRUSS 1 1/2" = 1'-0" 8 CORRIDOR FRAMING DETAIL BETWEEN TRUSSES 1 1/2" = 1'-0" 7 CORRIDOR FRAMING DETAIL AT PERPENDICULAR TRUSS 1 1/2" = 1'-0" 5 EXTERIOR WALL FRAMING BETWEEN TRUSSES 1 1/2" = 1'-0" 3 EXTERIOR WALL FRAMING AT TRUSS 1/4" = 1'-0" 2 TYPICAL FRAMING AT INTERIOR LOAD BEARING WALL - ELEVATION DETAIL WALL FRAMING SCHEDULE FLOORFRAMING ALL EXTERIOR WOOD FRAMED WALLS / SHEAR WALLS 5:2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT 4:2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT 3:2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT 2:(2) 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT INTERIOR LOAD-BEARING WOOD FRAMED WALLS / SHEAR WALLS 5:2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT 4:2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT 3:(2) 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT 2:(2) 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT INTERIOR NON LOAD-BEARING SHEAR WALLS 2-52x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT 1 1/2" = 1'-0" 9 EXTERIOR WALL PANELS CONNECTION 3/4" = 1'-0" 13 SECTION AT CANTILEVERED BALCONY PERPENDICULAR TO FRAMING 1/4" = 1'-0" 15 TYPICAL PLAN DETAIL AT CANTILEVERED BALCONY, PERPENDICULAR TO FRAMING 1/4" = 1'-0" 14 TYPICAL PLAN DETAIL AT CANTILEVERED BALCONY, PARALLEL TO FRAMING 3/4" = 1'-0" 12 SECTION AT CANTILEVERED BALCONY PARALLEL TO FRAMING 1" = 1'-0" 10 CORNER STRAP AT WALL PLATES 1 4TH FLOOR 32' - 0" P.T. 2X8 LEDGER, LAG BOLTED WITH FLAT HEAD 5" LONG LEDGER LOCKS, (2) ROWS 12" O.C. 2X8 FRAMING AND SOLID BLOCKING AS SHOWN SEE ARCH. DRAWINGS FOR INSULATION AND INTERIOR FINISH P.T. 2X6 WALL FRAMING BEHIND EXISTING BRICK DOUBLE 2X6 TOP PLATE P.T. ROOF DECK FRAMING - SEE FRAMING PLANS CONTINUOUS P.T. PLYWOOD SHEATHING AT PARAPET FRAMING BRICK ATTACHED TO NEW 2X6 STUD WALL WITH HELIFIX DRYFIX STAINLESS ANCHORS @ 32" O.C. EACH WAY SEE ARCH. DWGS. FOR EXTERIOR WALL AND FLOOR INSULATION AND FINISHES INSULATION, REFER TO ARCH. DWGS. PARGE COAT 4TH FLOOR 32' - 0" 1 1 / 2 " 3 7 / 8 " 1 1 / 2 " 1 1 / 2 " PAD OUT STEEL BEAM WITH P.T. 2X12 AND P.T. 7/8" PLYWOOD AND FASTEN TO BEAM WITH (3) ROWS 1/2" BOLTS @ 16" O.C. POSITION BOLTS AS SHOWN. 2X6 NAILER FASTENED TO STEEL BEAM WITH 1/2" BOLTS, 30" O.C., STAGGERED TOP MOUNT FLANGE HANGER FOR FLOOR TRUSSES P.T. FRAMING AT ROOF DECK - SEE FRAMING PLANS HANGER FOR DECK FRAMING FASTENED TO PADDED OUT STEEL BEAM STEEL BEAM DROPPED TO HEIGHT SHOWN. SEE FRAMING PLANS SEE ARCH. DWGS. FOR EXTERIOR WALL AND FLOOR INSULATION AND FINISHES SEE ARCH. DWGS. FOR INTERIOR WALL, FLOOR AND CEILING FINISHES FLOOR TRUSSES - SEE FRAMING PLANS 1 2ND FLOOR 406.54 R 12" CONCRETE PLANK W/ 3" TOPPING. REINFORCING BY PLANK MANUFACTURER CMU WALL, REFER TO S203 FOR REINFORCING INTERIOR WALL, REFER TO ARCH. DWGS. EXPANSION JOINT AND FLASHING, REFER TO ARCH. DWGS. #5 @ 24" O.C. #5 CONT. 1/2"Ø TITEN HD ANCHOR @ 48" O.C. SECOND FLOOR 12'-0" GARAGE CEILING (+/-) 8'-10" PARKING GARAGE CEILING, REFER TO ARCH. 12" CONCRETE PLANK W/ 3" TOPPING. REINFORCING BY PLANK MANUFACTURER EXISTING STRUCTURE ON ADJACENT LOT CMU WALL, REFER TO S203 FOR REINFORCING. 6" 1 ' 0 " EXPANSION JOINT AND FLASHING, REFER TO ARCH. DWGS. #4 BENT BAR @ 24" O.C. (2) #4 CONT. 2X6 @ 48" O.C. NOTCHED AT RIM JOIST AND FASTENED TO TRUSS WEB W/(3) 1/4"ØX3" SDS SCREWS 1 ' 6 " 2X6 @ 48" O.C. NOTCHED AT RIM JOIST AND FASTENED TO AND RIM WITH 2X4 BLOCKING TOP AND BOTTOM W/(2) 1/4"ØX3" SDS SCREWS 1 ' 6 " L3x3x3/8" "OUTRIGGER" WELDED TO BEAM ALL AROUND. OCCURS @ 4'-0" O.C. L3-1/2"X3-1/2"X3/8" WELDED TO "OUTRIGGER" ANGLES @4'-0" O.C. PROVIDE (2) ROWS OF BOLT HOLES. C10X15.3. HOT DIPPED GALVANIZED (2) ROWS 5/8" BOLTS 1/4"1/4" STEEL BEAMBRICK FACADE, REFER TO ARCH. DWGS. NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR AIR SEALING AROUND ANGLE PENETRATIONS THROUGH AIR BARRIER. L16 2ND FLOOR 406.54' 3RD FLOOR 416.54' 4TH FLOOR 426.54' 5TH FLOOR 436.54' 19 19 2ND FLOOR 406.54' 3RD FLOOR 416.54' 4TH FLOOR 426.54' 5TH FLOOR 436.54' S206 9 S206 11 S206 10 SANCOR STAINLESS COMPANY EYE SLIP HOOK (LARGE) NOMINAL SIZE = 3/4". ITEM NUMBER S0454-0020, 12,000LB CAPACITY 1/2"Ø STAINLESS STEEL CABLE (5,000 LB WORKING CAPACITY) 3/4"Ø U-BOLT. 5,000 LB WORKING CAPACITY MC18X42.7 4"X4"X3/8" STEEL T SECTION @ 18" O.C. 1/4" E70XX 3/8" THICK STEEL GUTTER, CONTINUOUSLY WELD ALL JOINTS 1"X1/4" STEEL BAR @ 1'-0" O.C., WELD TO GUTTER STEEL BEAM AND CANT. PLANT ASSEMBLY. REFER TO 1/S204 12" CONCRETE PLANK W/ 3" TOPPING. REINFORCING BY PLANK MANUFACTURER EXTERIOR WALL - REFER TO ARCHITECTURAL DRAWINGS (3) ROWS @ 1'-0" O.C. 3/8"Ø STEEL ROD, WELDED TO GUTTER AND STEEL PLATE. RODS 1/4" E70XX 1/4" E70XX 3"ØSTD PIPE WELDED FROM PLATE TO POUR STOP ANGLE 1/4" E70XX 16"X1/2" STEEL PLATE CONTINUOUS OVER LENGTH OF CANOPY C10X15.3 BRICK LINTEL 5TH FLOOR 42' - 0" S18X54.7 4 TON SNATCH BLOCK W/SWIVEL HOOK, 4.5" SHEAVE (FOR 1/2" WIRE ROPE) 1/2"Ø STAINLESS STEEL CABLE 3' - 8"7 1/4" 1' - 0" 1 ' 0 " L4x4x3/8"X12'-0" LONG, FASTEN TO EACH TRUSS TOP AND BOTTOM CHORD W/1/4" X 3" LAG BOLT 20"X7"X1/2" STEEL PLATE 3 / 8 " E 7 0 X X 3 / 8 " E 7 0 X X C10X15.3 BRICK LINTEL 4TH FLOOR 32' - 0" L4x4x3/8"X12'-0" LONG, FASTEN TO EACH TRUSS TOP AND BOTTOM CHORD W/1/4" X 3" LAG BOLT 20"X7"X1/2" STEEL PLATE 3 / 8 " E 7 0 X X 3 / 8 " E 7 0 X X 1/2" STEEL CONNECTION PLATE CLEVIS HARDWARE, REFER TO ARCH. DWGS. C10X15.3 BRICK LINTEL 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION As indicated F FF FR R R RA A A AM M M MI II IN N N NG G G G S S S SE EE EC C C CT TT TI II IO O O ON N N NS S S S A A A AN N N ND D D D D D D DE EE ET TT TA A A AI II IL LL LS S S S S S S S2 2 2 20 0 0 06 6 6 6 Taitem 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 3/4" = 1'-0" 1 SECTION DETAIL AT 4TH FLOOR ROOF DECK AND PARAPET 3/4" = 1'-0" 2 SECTION DETAIL AT 4TH FLOOR ROOF DECK AND STEEL BEAM 3/4" = 1'-0" 3 SECTION AT EAST PLANK EDGE 3/4" = 1'-0" 4 PLANK AT PARKING EXTERIOR 3/4" = 1'-0" 5 PARAPET FRAMING DETAIL 3/4" = 1'-0" 6 PARAPET FRAMING DETAIL - TRUSS PARALLEL 1 1/2" = 1'-0" 7 PLANK EDGE AT GARAGE NORTH ENLARGED DETAIL 1/2" = 1'-0" 8 SECTION AT CANOPY 1 1/2" = 1'-0" 9 SECTION DETAIL 1 1/2" = 1'-0" 10 SECTION 1 1/2" = 1'-0" 11 SECTION SHEAR TRANSFER CLIP - SEE SHEAR WALL SCHEDULE FOR TYPE AND QUANTITY REQUIRED PER SHEAR WALL LINE SEGMENT 16" LSL ALIGNED TO ONE SIDE OF 2X6 SHEAR WALL BELOW DOUBLE TOP PLATE OF 2X6 SHEAR WALL 1 SHEAR WALL LINE S H E A R W A L L L I N E COMPRESSION STUDS - SEE SHEAR WALL SCHEDULE FOR REQ'D NUMBER COMPRESSION STUDS - SEE SHEAR WALL SCHEDULE FOR REQ'D NUMBER BEARING POST - SEE FRAMING PLANS FOR NUMBER OF STUDS REQ'D FOR BEAM BEARING SIMPSON HOLDDOWN. SEE SHEAR WALL SCHEDULE FOR SIZE AND TYPE NOTE: ADD SAME AMOUNT OF COMPRESSION STUDS, PER SHEAR WALL SCHEDLE, WITHIN THE FLOOR FRAMING TO ACT AS BLOCKING FOR LOAD TRANSFER. SHEAR WALL LINE S H E A R W A L L L I N E COMPRESSION STUDS - SEE SHEAR WALL SCHEDULE FOR REQ'D NUMBERWALL FRAMING - SEE WALL FRAMING SCHEDULE ON FRAMING PLANS FOR NUMBER OF STUDS AND SPACING SIMPSON HOLDDOWN. SEE SHEAR WALL SCHEDULE FOR SIZE AND TYPE NOTE: ADD SAME AMOUNT OF COMPRESSION STUDS, PER SHEAR WALL SCHEDLE, WITHIN THE FLOOR FRAMING TO ACT AS BLOCKING FOR LOAD TRANSFER. SHEAR WALL LINE S H E A R W A L L L I N E COMPRESSION STUDS - SEE SHEAR WALL SCHEDULE FOR REQ'D NUMBER SIMPSON HOLDDOWN. SEE SHEAR WALL SCHEDULE FOR SIZE AND TYPE NOTE: ADD SAME AMOUNT OF COMPRESSION STUDS, PER SHEAR WALL SCHEDLE, WITHIN THE FLOOR FRAMING TO ACT AS BLOCKING FOR LOAD TRANSFER. 7/8" STRAIGHT ANCHOR BOLT, F1554, A36, EXCEPT AT HOLDDOWN TYPE "B" LOCATIONS. AT THOSE LOCATIONS, USE FY=50KSI STEEL. SEE CONCRETE PLANK DETAILS FOR PLANK REINFORCING 6 " 8" X 8" X 5/8" STEEL PLATE, NUT AND WASHER REFER TO S107 FOR SHEAR WALL SHEATHING SEE ARCHITECTURAL DRAWINGS FOR WALL AND FLOOR FINISHES STEEL BEAM - REFER TO BEAM SCHEDULE ON S102 CONCRETE PLANK AND TOPPING. SEE CONCRETE PLANK DETAILS FOR PLANK REINFORCING EXTERIOR WALL - REFER TO ARCHITECTURAL DRAWINGS REFER TO SHEAR WALL KEY PLAN AND SCHEDULES ON SHEET S107 FOR SIMPSON HOLD-DOWN, ROD TYPE AND SIZE, AND NUMBER OF COMPRESSION STUDS REQ'D. CEILING, WHERE IT OCCURS - REFER TO ARCHITECTURAL DRAWINGS SHEAR WALL FRAMING. REFER TO SHEAR WALL KEY PLAN AND SCHEDULES ON SHEET S107 FOR SIZE AND SPACING. 1 1/2" (2) #5 LONGITUDINAL 5/16" THICK GUSSET PLATE 1/2" THICK BENT PLATE / POUR STOP AT CANTILEVERED CONCRETE EDGE WELD ANCHOR TO BEAM TOP FLANGE 1 ANCHOR BOLT AND SPACING PER SILL PLATE ANCHORAGE NOTES, SHEET S107 1 10d X 2.25" @ 4" O.C. 10d X 3.5" (2) ROWS @ 12" O.C. ONE AT BLOCKING AND ONE AT RIM. CEILING NOT SHOWN. SEE ARCHITECTURAL DRAWINGS WALL FINISHES NOT SHOWN - SEE ARCHITECTURAL DRAWINGS ADDITIONAL SHEATHING PER SHEAR WALL SCHEDULE 16" LSL RIM BLOCKING. WHERE FRAMING IS PARALLEL, BLOCKING SHALL BE CONTINUOUS RIM BLOCKING FOR ADDITIONAL SHEATHING AS REQ'D, TYPICAL SHEAR TRANSFER CLIP PER SCHEDULE, SHEET S107/S107.1 2 3/4" 1 1 CEILING NOT SHOWN. SEE ARCHITECTURAL DRAWINGS WALL FINISHES NOT SHOWN - SEE ARCHITECTURAL DRAWINGS ADDITIONAL SHEATHING AS REQ'D PER SHEAR WALL SCHEDULE 16" LSL RIM BLOCKING FOR ADDITIONAL SHEATHING OR FOR LARGE DIA. HOLD-DOWN ROD. SEE SHEAR WALL SCHEDULE. SIMPSON HOLD-DOWN. SEE SHEAR WALL SCHEDULE FOR SIZE AND TYPE HOLD-DOWN ROD - SEE SHEAR WALL SCHEDULE FOR SIZE AND TYPE. WHERE LARGE DIA. ROD IS SPECIFIED, ADD BLOCKING AS REQ'D. SIMPSON HOLD-DOWN. SEE SHEAR WALL SCHEDULE FOR SIZE AND TYPE WALL DOUBLE TOP PLATE WALL SOLE PLATE NOTE: LOCATE HOLDDOWN ROD AS CLOSE TO MIDDLE OF STUD AS POSSIBLE. 1 (42) 16D X 3.5" NAILS EA. END. STRAP 3" X 12 GA. SIMILAR TO SIMPSON CMST12. ALIGN FLOOR TRUSS WHERE DRAGS OCCUR. VERTICAL LEG REQUIRES (2) 2X6 STUDS. ATTACH BOTTOM OF STUDS TO SOLE/SILL PLATE WITH SIMPSON H8 TIES (ONE EACH STUD) AND W/ (2) SDWC15600 STRONG-DRIVE SCREWS FROM SIMPSON (TOE SCREWED, ONE PER SIDE OR BOTH ON ONE SIDE). STRONG-DRIVE SCREWS SHALL BE INSTALLED PER SIMPSON RECOMMENDATIONS. 3' - 8" EXTERIOR WALL - REFER TO ARCHITECTURAL DRAWINGS FLOOR TRUSS - REFER TO FRAMING PLANS SEE SHEAR WALL SCHEDULE, SHT. S107 FOR WALL SHEATHING AND NAILING REQUIREMENTS FLOOR SHEATHING 1 4 ' 0 " IF BUILDING IS TO BE PANELIZED, THIS SECTION OF WALL SHEATHING AND INSULATION TO BE INSTALLED IN FIELD TO PROVIDE ADEQUATE OVERLAP OF SHEATHING OVER RIM JOIST. 1 2ND FLOOR 406.54 3RD FLOOR 22' - 0" 4TH FLOOR 32' - 0" 5TH FLOOR 42' - 0" ROOF 52' - 0" F.1 J.1 S207 2 S207 2 Sim S207 2 Sim S207 2 Sim S207 3 S207 3 Sim S207 3 Sim S207 3 Sim S207 3 Sim S207 3 Sim S207 3 Sim S207 3 Sim S207 3 Sim S207 3 Sim S207 3 Sim S207 3 Sim S207 8 S207 8 S207 9 SIM S207 9 SIM 3RD FLOOR 22' - 0" SILL PLATE WALL DOUBLE TOP PLATE SEE ARCHITECTURAL DRAWINGS FOR WALL AND FLOOR FINISHES (2) SIMPSON DTT2Z HOLD-DOWNS W/ 1/2" THREADED ROD (ONE EACH SIDE OF POST). 1/2" THREADED ROD FROM HOLDDOWNS (ONE EACH SIDE OF BEAM). BOLT THROUGH WALL DOUBLE TOP PLATE TO STEEL TOP PLATE OF HSS POST. COORDINATE STEEL TOP PLATE HOLE LOCATIONS. HSS 5X5X1/4 STEEL POST WITH 5 1/2" X 11" X 1/2" THICK TOP PLATE EXTERIOR WALL WHERE IT OCCURS - REFER TO ARCHITECTURAL DRAWINGS 2 3/4"2 3/4" 4 S207 STRUCTURAL POST - SEE FRAMING PLANS RIM JOIST - SEE FRAMING PLANS 4 ' 0 " IF BUILDING IS TO BE PANELIZED, THIS SECTION OF WALL SHEATHING AND INSULATION TO BE INSTALLED IN FIELD TO PROVIDE ADEQUATE OVERLAP OF SHEATHING OVER RIM JOIST. 1 3RD FLOOR 22' - 0" 1B 11" WALL DOUBLE TOP PLATE 1/2" THREADED ROD (ONE EACH SIDE OF BEAM). BOLT THROUGH WALL DOUBLE TOP PLATE TO STEEL TOP PLATE. COORDINATE STEEL TOP PLATE HOLE LOCATIONS. HSS 5X5X1/4 STEEL POST WITH 5 1/2" X 11" X 1/2" THICK TOP PLATE SILL PLATE (2) SIMPSON DTT2Z HOLD-DOWNS W/ 1/2" THREADED ROD (ONE EACH SIDE OF POST), BOLTED THROUGH SILL PLATE STRUCTURAL POST - SEE FRAMING PLANS SEE ARCHITECTURAL DRAWINGS FOR FLOOR FINISH SEE ARCHITECTURAL DRAWINGS FOR CEILING FINISH TRUSS GIRDER OR LVL - SEE FRAMING PLANS 4TH FLOOR 32' - 0" WALL DOUBLE TOP PLATE (2) SIMPSON DTT2Z HOLD-DOWNS W/ 1/2" THREADED ROD (ONE EACH SIDE OF POST). 1/2" THREADED ROD (ONE EACH SIDE OF BEAM). BOLT THROUGH WALL DOUBLE TOP PLATE TO HOLD-DOWN BELOW. EXTERIOR WALL WHERE IT OCCURS - REFER TO ARCHITECTURAL DRAWINGS 2 3/4"2 3/4" SILL PLATE SEE ARCHITECTURAL DRAWINGS FOR WALL AND FLOOR FINISHES STRUCTURAL POST - SEE FRAMING PLANS (2) SIMPSON DTT2Z HOLD-DOWNS W/ 1/2" THREADED ROD (ONE EACH SIDE OF POST). STRUCTURAL POST - SEE FRAMING PLANS 5 S207 RIM JOIST - SEE FRAMING PLANS IF BUILDING IS TO BE PANELIZED, THIS SECTION OF WALL SHEATHING AND INSULATION TO BE INSTALLED IN FIELD TO PROVIDE ADEQUATE OVERLAP OF SHEATHING OVER RIM JOIST. 4 ' 0 " 1 4TH FLOOR 32' - 0" 1B WALL DOUBLE TOP PLATE SILL PLATE (2) SIMPSON DTT2Z HOLD-DOWNS W/ 1/2" THREADED ROD (ONE EACH SIDE OF POST), BOLTED THROUGH SILL PLATE STRUCTURAL POST - SEE FRAMING PLANS SEE ARCHITECTURAL DRAWINGS FOR FLOOR FINISH SEE ARCHITECTURAL DRAWINGS FOR CEILING FINISH TRUSS GIRDER OR LVL - SEE FRAMING PLANS STRUCTURAL POST - SEE FRAMING PLANS (2) SIMPSON DTT2Z HOLD-DOWNS W/ 1/2" THREADED ROD (ONE EACH SIDE OF POST). LE F.1 SECOND FLOOR 12'-0" 12" CONCRETE PLANK W/ 3" TOPPING. FOR REINFORCING, SEE DETAIL STEEL BEAM - SEE FRAMING PLANS EXTERIOR WALL - REFER TO ARCHITECTURAL DRAWINGS HSS 5X5X1/4 STEEL POST WITH 5 1/2" X 11" X 1/2" THICK BOTTOM PLATE 5/16" THICK GUSSET PLATE CEILING, WHERE IT OCCURS - REFER TO ARCHITECTURAL DRAWINGS (2) 5/8" THREADED ROD, ONE EA. SIDE, BOLTED THROUGH STEEL COLUMN BASE PLATE AND SILL PLATE TO BENT PLATE BELOW 1/2" THICK BENT PLATE / POUR STOP AT CANTILEVERED CONCRETE EDGE / 6S204 1 (2) #5 LONGITUDINAL 1 1/2" 10" CMU WALLS. SEE CMU WALL DETAILS ON SHEET S202 FOR REINFORCING. (2) 2X6 FASTENED TO CMU WITH 3/4" TITEN HD ANCHOR @ 12" O.C. NO INSTALLATION WITHIN 1 1/2" OF HEAD JOINTS, TYP. 2x6 IN CONTACT WITH CMU TO BE P.T. SHEATHING ATTACHED TO INNERMOST 2X6 W/ EDGE NAILING PATTERN. OUTERMOST 2X6 ATTACHED W/ FIELD NAILING PATTERN. SEE FRAMING PLANS AND SHEAR WALL KEY PLAN S107 FOR STUD SPACING 10" CMU WALLS. SEE CMU WALL DETAILS ON SHEET S202 FOR REINFORCING. P.T. 2X10 FASTENED TO CMU WITH 3/4" TITEN HD ANCHOR @ 12" O.C. NO INSTALLATION WITHIN 1 1/2" OF HEAD JOINTS, TYP. (2) 2X6 ATTACHED TO 2X10 WITH (2) ROWS 1/4" X 4 1/2" SDS SCREWS @ 8" O.C. 4 " SHEATHING ATTACHED TO OUTERMOST 2X6 & 2X10 W/ EDGE NAILING PATTERN. MIDDLE 2X6 ATTACHED W/ FIELD NAILING PATTERN. SEE FRAMING PLANS AND SHEAR WALL KEY PLAN S107 FOR STUD SPACING ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION As indicated T TT TY Y Y YP P P PI II IC C C CA A A AL LL L S S S SH H H HE EE EA A A AR R R R W W W WA A A AL LL LL LL L DETAILS DETAILS DETAILS DETAILS S S S S2 2 2 20 0 0 07 7 7 7 Taitem 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET NTS 17 SHEAR TRANSFER CLIP - TOP OF WALL, 3D DETAIL 1" = 1'-0" 12 HOLD-DOWN DETAIL AT BEARING POST 1" = 1'-0" 16 HOLD-DOWN @ T INTERSECTION 1" = 1'-0" 11 TWO HOLD-DOWNS AT EXTERIOR CORNER, TYPICAL 3/4" = 1'-0" 9 HOLD-DOWN ANCHOR BOLT DETAIL AT CONC. PLANK 3/4" = 1'-0" 7 HOLD-DOWN ANCHOR BOLT DETAIL AT PERIMETER BEAM 1 1/2" = 1'-0" 6 SECTION DETAIL AT TOP OF SHEAR WALL 1 1/2" = 1'-0" 10 SECTION DETAIL SHEAR WALL HOLD-DOWNS 3/4" = 1'-0" 14 DRAG STRUT TO EXTERIOR WALL CONNECTION - SECTION, TYPICAL 1/4" = 1'-0" 1 PORTAL FRAME AT NORTH WING, GRID 1B 1 1/2" = 1'-0" 2 3RD FLOOR PORTAL FRAME HOLD-DOWN SECTION DETAIL A 1 1/2" = 1'-0" 4 3RD FLOOR PORTAL FRAME HOLD-DOWN SECTION DETAIL B 1 1/2" = 1'-0" 3 4TH & 5TH FLOOR PORTAL FRAME HOLD-DOWN SECTION DETAIL A 1 1/2" = 1'-0" 5 4TH AND 5TH FLOOR PORTAL FRAME HOLD-DOWN SECTION DETAIL B 3/4" = 1'-0" 8 2ND FLOOR PORTAL FRAME ATTACHMENT DETAIL 3/4" = 1'-0" 15 SHEAR WALL ATTACHMENT AT CMU 3/4" = 1'-0" 18 SHEAR WALL ATTACHMENT AT CMU CORNER DETAIL DELETED 1 M C T S EXHAUST GRILLE RETURN GRILLE SUPPLY DIFFUSER VOLUME DAMPER FIRE DAMPER CONTROL DAMPER LEGEND CONNECT TO EXISTING CO & NO2 SENSORS TIME CLOCK DEMOLISHED EXISTING TO REMAIN THERMOSTAT CO2 SENSOR FLEX DUCT MOUNTING BRACKET DIFFUSER ALDES CSB3-CS-F/CEB-CS-F CONSTANT SUPPLY/RETURN BOX WITH INTEGRAL CEILING RADIATION DAMPER ALDES INTEGRAL CAR3 CONSTANT AIRFLOW REGULATOR SHALL BE INSTALLED AFTER THE AEROSEAL DUCT SEALING IS COMPLETED ALDES INTEGRAL CEILING RADIATION DAMPER DUCT SEAL SHEET METAL BOX TO GYPSUM CEILING NOTE: ALDES CONSTANT SUPPLY/RETURN BOX SHALL BE INSTALLED AFTER THE AEROSEAL DUCT SEALING IS COMPLETED. UNIT BASE 2" FOAM INSULATION INTEGRAL TO UNIT CURB CURB CAP AIR SEAL ALL JOINTS ROOF CURB ROOF WRAP CURB WITH 3" POLYISOCYANURATE RIGID INSULATION AND WEATHER PROTECTION QUICKSLING STAND PORTALS PLUS ER-4A EQUIPMENT RAIL WITH FACTORY INSTALLED 2X6 NAILER GALVANIZED STEEL FLASHING ROOFING FELTS ROOF DECK FASTEN BASE PLATE THROUGH FOAM INTO ROOF DECK FASTEN QUICKSLING STAND TO RAIL 2" THICK 25 PSI EPS FOAM OCCUPANCY SENSOR FITNESS ROOM YOGA STUDIO ERV-5 R E L A Y OCCUPANCY SENSOR OCCUPANCY SENSOR RESIDENT LOUNGE ERV-7 R E L A Y OCCUPANCY SENSOR LOBBY LEASING OFFICE ERV-6 R E L A Y OCCUPANCY SENSOR OCCUPANCY SENSOR ELEVATOR LOBBY RESTROOM 112 OCCUPANCY SENSOR OCCUPANCY SENSOR RESTROOM 113 PET SPA 110 OCCUPANCY SENSOR OCCUPANCY SENSOR TRASH ROOM ERV-8 R E L A Y ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION As indicated NOTES, SCHEDULES & LEGEND M001 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT ENERGY RECOVERY VENTILATOR SCHEDULE TypeManufacturerModelDescription Operating Air Flow CFM Operating ESP, in. WC Operating Supply Fan HP Operating Return Fan HP Cooling Btu/HrHeatingAux Electric Heating kWLengthWidthHeight Weight, lbs ELECTRICAL Comments TotalBtu/HrVoltagePhaseMCA ERV-1LGARDE-112-36-30H -10AERV with heat pump heating and cooling1,9651.002.31 hp2.58 hp129,80055,40024.6014' - 4"7' - 3"5' - 6"3,170208 V3145.0 AUnit shall be capable of providing 2170 CFM @ 1.25 SP, no exceptions taken. Provide roof curb, 15.5 kW electric heater, furnish disconnect, unit shall be specified with premium efficiency motors and MERV 13 filters ERV-2LGARDE-112-36-30H-10AERV with heat pump heating and cooling1,9601.002.50 hp2.76 hp131,10056,00024.6014' - 4"7' - 3"5' - 6"3,170208 V3145.0 AUnit shall be capable of providing 2280 CFM @ 1.25 SP, no exceptions taken. Provide roof curb, 15.5 kW electric heater, furnish disconnect, unit shall be specified with premium efficiency motors and MERV 13 filters ERV-3LGARDE-112-36-30H-10AERV with heat pump heating and cooling2,1601.002.21 hp2.47 hp128,90055,10024.6014' - 4"7' - 3"5' - 6"3,170208 V3145.0 AUnit shall be capable of providing 2320 CFM @ 1.25 SP, no exceptions taken. Provide roof curb, 15.5 kW electric heater, furnish disconnect, unit shall be specified with premium efficiency motors and MERV 13 filters ERV-4LGARDE-112-36-30H-12.5AERV with heat pump heating and cooling1,3801.002.81 hp3.20 hp156,00063,30028.7014' - 4"7' - 3"5' - 6"3,170208 V3169.1 AUnit shall be capable of providing 1820 CFM @ 1.25 SP, no exceptions taken. Provide roof curb, 15.5 kW electric heater, furnish disconnect, unit shall be specified with premium efficiency motors and MERV 13 filters ERV-5RenewaireEV450JIN-S15-E-GNT-LERV with 4 kW electric duct heater4600.500.50 hp0.00 hp004.004' - 6"2' - 9"1' - 4"272208 V16.0 AProvide 4 kW duct heater, speed controller, MERV 13 filter, motorized dampers on EA and OA duct, furnish disconnect ERV-6RenewaireHE-1XJINV-S15EE-DGNT -L ERV with 2 kW electric duct heater5350.500.50 hp0.50 hp002.004' - 1"3' - 4"1' - 10"272208 V110.8 AProvide 3 kW duct heater, speed controller, MERV 13 filter, motorized dampers on EA and OA duct, wall mounted CO2 sensor, furnish disconnect ERV-7RenewaireHE-1XJINV-S15EE-DGNT -L ERV with 2 kW electric duct heater5350.500.50 hp0.50 hp002.004' - 1"3' - 4"1' - 10"272208 V110.8 AProvide 3 kW duct heater,speed controller, MERV 13 filter, motorized dampers on EA and OA duct, furnish disconnect ERV-8RenewaireHE-1XJINV-S15EE-DGNT -L ERV with 2 kW electric duct heater5400.500.50 hp0.50 hp002.004' - 1"3' - 0"1' - 5"250208 V110.8 AProvide 3 kW duct heater, speed controller, MERV 13 filter, motorized dampers on EA and OA duct,furnish disconnect ELECTRIC BASEBOARD HEATER SCHEDULE Type MarkManufacturerModelDescriptionWattsVoltageMinimum Circuit CurrentPhaseComments EBH-1RuntalEB3-208D4' Electric Baseboard Heater1000208 V5 A1Provide unit mounted thermostat, outdoor air temperature sensor and all wiring and relays required to turn the unit off when outdoor temeprature is above 45 degrees F. EBH-2QmarkQMKC2506W6' Electric Baseboard Heater1500208 V7 A1Provide one Qmark PR24 single-pole power relay for every 2 heaters. Control with QMark TH106A programmable thermostat EBH-3QmarkQMKC25008W8' Electric Baseboard Heater2500208 V12 A1Provide one Qmark PR24 single-pole power relay for every 2 heaters. Control with QMark TH106A programmable thermostat FAN COIL SCHEDULE TypeManufacturerModelDescriptionAir Flow cfm Cooling Btu/HrHeating LengthWidthHeightWeight, lbs ELECTRICAL Comments TotalBtu/HrVoltagePhaseMCA FC-1LGLAN090HYV3Wall Mount Fan Coil5309,00011,0002' - 9"0' - 8"1' - 0 1/8" 19208 V10.3 AProvide LG PREMTBVC0 thermostat, Aspen mini aqua condensate pump on all 1st & 2nd floor fan coils, connection to condensate piping FC-2LGLMN079HVTWall Mount Fan Coil2547,0008,1002' - 9"0' - 8"1' - 0 1/8" 19208 V10.3 AProvide LG PREMTBVC0 thermostat, Aspen mini aqua condensate pump 1st & 2nd floor fan coils, connection to condensate piping FC-3LGLSN090HSV5Wall Mount Fan Coil2689,00010,9002' - 9"0' - 8"1' - 1"19208 V10.3 AProvide LG PREMTBVC0 thermostat, Aspen mini aqua condensate pump 1st & 2nd floor fan coils, connection to condensate piping FC-4LGARNU 183SKA4Wall Mount Fan Coil49419,10021,5002' - 9"0' - 8"1' - 1"27208 V10.3 AProvide LG PREMTBVC0 thermostat, Aspen mini aqua condensate pump 1st & 2nd floor fan coils, connection to condensate piping FC-5LGLVN480HVDucted fan coil1,40053,00060,0004' - 7"2' - 1"1' - 9"165208 V12.0 AProvide LG PREMTBVC0 thermostat, filter housing and 2" MERV 13 filter, connection to condensate piping, disconnect, LG PRARS1 filaux heat relay kit, Provide 5 kW duct heater FC-6LGLV361HV4Ducted fan coil99039,00043,0004 ' - 7"2' - 1"1' - 10"129208 V12.0 AProvide LG PREMTBVC0 thermostat, filter housing and 2" MERV 13 filter, connection to condensate piping, disconnect, LG PRARS1 aux heat relay kit, Provide 3 kW duct heater FC-7LGARNU483NKA4Ducted fan coil1,40048,00054,0004' - 7"2' - 1"1' - 10"165208 V12.0 AProvide LG PREMTBVC0 thermostat, filter housing and 2" MERV 13 filter, connection to condensate piping, disconnect, LG PRARS1 aux heat relay kit, Provide 5 kW duct heater FC-8LGLSN120HSV5Wall mounted fan coil45913,78522,1782' - 8"1' - 0"0' - 8"19208 V11.0 AProvide Pro1 T855SH thermostat with R251S wired remote sensor. Connect to the LG wall mounted indoor unit via a LG PDRYCB300 dry contact. FC-9LGARNU053TRD4Ceiling Cassette Fan Coil4595,5006,1002' - 0"2' - 0"0' - 10"34208 V11.0 AProvide LG PREMTBVC0 thermostat, Aspen mini aqua condensate pump, connection to condensate piping HEAT PUMP SCHEDULE TypeManufacturerModelDescription Cooling EER Heating LengthWidth Heigh t Weight, lbs ELECTRICAL Comments Total Btu/Hr Capacity Btu/HrVoltagePhaseMCA HP-1LGLAU090HYV3Heat Pump9,00015.7911,00037"16"28"100208 V111.2 AProvide wind baffles, Quicksling stand, base pan heater, Portals Plus ER-4A rail with 2x6 factory installed nailer, furnish disconnect HP-2LGLMU18HHVHeat Pump18,0001222,00037"16"28"147208 V118.6 AProvide wind baffles, Quicksling stand, base pan heater, Portals Plus ER-4A rail with 2x6 factory installed nailer, furnish disconnect HP-3LGLMU24CHVHeat Pump19,2001226,40037"16"28"100208 V114.3 AProvide wind baffles, Quicksling stand, base pan heater, Portals Plus ER-4A rail with 2x6 factory installed nailer, furnish disconnect HP-4LGARUN048GSS4Air Source Heat Pump48,00010.554,00037 "13"55"207208 V130.0 AProvide wind baffles, Quicksling stand, base pan heater, Portals Plus ER-4A rail with 2x6 factory installed nailer, furnish disconnect HP-5LGLV480HVAir Source Heat Pump48,0001056,00037"13"55"207208 V132.0 AProvide wind baffles, Quicksling stand, base pan heater, Portals Plus ER-4A rail with 2x6 factory installed nailer, furnish disconnect HP-6LGLUU369HVAir Source Heat Pump36,0001140,00037"13"55"207208 V132.0 AProvide wind baffles, Quicksling stand, base pan heater, Portals Plus ER-4A rail with 2x6 factory installed nailer, furnish disconnect HP-7LGARUN060GSS4Air Source Heat Pump60,0001264,00037"13"55"207208 V125.4 AProvide wind baffles, Quicksling stand, base pan heater, Portals Plus ER-4A rail with 2x6 factory installed nailer, furnish disconnect HP-8LGLSU120HSV5Heat Pump13,78512.522,17837"16"28"100208 V110.0 AProvide wind baffles, Quicksling stand, base pan heater, Portals Plus ER-4A rail with 2x6 factory installed nailer, furnish disconnect EXHAUST FAN SCHEDULE TypeManufacturerModelDescriptionAir Flow CFM Exhaust External Static PressureWeight, lbsLengthHeightWidth ELECTRICAL Comments VoltagePhaseMCA EF-1GreenheckUSF-24Utility set roof exhaust fan6,8200.752504' - 2"4' - 2"4' - 2"208 V310.6 AProvide 18" high curb, vibration isolation, bird screen, disconnect, speed controller, motorized automatic damper at garage ceiling plane and roof penetration, Brasch GDCP control panel and CO/NO2 sensors both located in 1st floor garage, all wiring and components routed to fan on roof EF-2GreenheckUSF-08Utility set roof exhaust fan4400.751502' - 0"2' - 0"2' - 0"120 V15.0 AProvide 18" high curb, vibration isolation, bird screen, disconnect, speed controller, motorized automatic damper at garage ceiling plane and roof penetration AIR TERMINAL SCHEDULE TypeManufacturerModelDescriptionMaterial & ColorBorder TypeSlots Slot Width Module Size NECK SIZE Comments WidthHeight ATitusFL-155' Linear 1.5" Slot Ceiling Supply DiffuserAluminum - Titus - 26 White11 1/2"Provide FBP plenum, linear diffuser border type 22 A1TitusFL-15Blank Linear 1.5" Slot Ceiling Supply DiffuserAluminum - Titus - 26 White11 1/2"Blank linear diffuser, border type 22, 5' long unless otherwise dimensioned, verify length in field BTitusFL-206' Linear 2" Slot Ceiling Supply DiffuserAluminum - Titus - 26 White12" B1TitusFL-20Blank Linear 2" Slot Ceiling Supply DiffuserAluminum - Titus - 26 White12"Blank linear diffuser, border type 22, 4' long unless otherwise dimensioned, verify length in field CTitus350RLReturn Ceiling Grille with 35 Degree Deflection Steel - Titus - 26 WhiteSurface Mount24 x 2424"14" DTitus350RLEggcrate Return GrilleStainless Steel - Titus - 304 04 Mill Surface Mount24"24" ETitus350RLEggcrate Return GrilleStainless Steel - Titus - 304 04 Mill Surface Mount12"12" FTitusS300FLAdjustable Supply Grille with Double Deflection Steel - Titus - 26 WhiteSurface Mount20"4"Provide air scoop damper GHart & Cooley682Supply grille with double directional supplySteel - WhiteSurface Mount8"8" HHart & Cooley672Return Grille with 40 Degree DeflectionSteel - WhiteSurface Mount8"8" ITitus350RSReturn Grille with 35 Degree DeflectionSteel - Titus - 26 WhiteSurface Mount10"10" JRenewaireWall capWall capGalvanized SteelSurface Mount10"10" KTitus300RLAdjustable Supply Grille with Double Deflection Steel - Titus - 26 WhiteSurface Mount6"6" WALL LOUVER SCHEDULE TypeManufacturerModelDescriptionMaterial & Color SIZE Comments WidthHeight WL-1RuskinELF6375DXLouver, 72x18Metal - Aluminum30"18"Color determined by architect. No Scale 1 CAR AND CEILING RADIATION DAMPER DETAIL FOR ERV SUPPLY AND EXHAUST A. VENTILATION SYSTEM NOTES: 1. Allow access to inspect duct installations prior to enclosure. Provide Test and Balance (TAB) reports to the responsible party and allow access for diagnostic testing postinstallation. 2. Where duct leakage tests are required, systems shall be tested and verified to pass the specified ENERGY STAR MFHR duct leakage requirements while all ductwork is accessible. 3. Central exhaust ventilation ductwork serving the apartments shall be installed, tested, and verified as having an air leakage rate less than the sum of 5 CFM50 per register plus 5 CFM50 per floor per shaft at a pressure of 50 Pascals (0.2”w.c.). Random testing to be performed by Owner’s Energy Consultant. 4. All ductwork must be inspected by Owner’s Energy Consultant before it is covered with insulation and/or drywall is installed. 5. TAB contractor shall test apartment and common area ventilation rates to confirm all spaces are within 10% of design air flow, but no less than the ASHRAE 62.1-2013 and 62.2-2007 minimum requirements. TAB report should confirm compliance has been achieved. Issues must be corrected. Additional random testing to be performed by Owner’s Energy Consultant. 6. Ductwork shall be sealed at all transverse joints and longitudinal connections, including ductwork connections at drywall or other finishes, using UL-181 compliant methods and materials. Mastic or other UL-181 compliant material to be applied within temperature range and according to all manufacturers requirements. 7. Ductwork penetrating the building envelope shall be sealed to prevent air leakage through the duct system and/or the building envelope. This includes but is not limited to roof curbs and exterior wall exhaust/intake vents. 8. Any ventilation systems that have self-regulating airflow devices installed must be tested to confirm pressure is within manufacturers allowable range. Fan speeds shall be reduced in order to provided required pressure and airflow at all self-regulating airflow devices, with the lowest fan speed possible. 9. Provide 3' custom roof curb for ERV -3 and 4; Provide 2' roof curb for ERV-1 and 2. B. MOTOR NOTES: 1. All 3PH motors 1HP or greater must be NEMA Premium Efficiency rated. 2. All motors shall be tested and balanced (with the system manufacturer’s representative if necessary) and a balancing report submitted to the Owner’s Energy Consultant. 3. The installation contractor and/or system manufacturer shall conduct an on‐site training with building maintenance staff to review the operating parameters, controls, and maintenance requirements of the motors and drives. C. HEATING AND COOLING SYSTEM NOTES: 1. All heating/cooling piping must be inspected by the Owner’s Energy Consultant before access is covered up. 2. The heating and cooling system shall be tested and balanced, including all applicable Functional Performance Test checklists, by the installation contractor to demonstrate the system is installed and functioning according to the specifications in the contract documents. A summary of the commissioningresult s verifying that the heating/cooling systems performs and functions according to the specifications in the contract documents must be provided to the Owner’s Energy Consultant 3. The installation contractor and/or system manufacturer shall conduct an on-site training with building maintenance staff to review the operating parameters, controls, and maintenance requirements of the heating and cooling systems. 4. Heat pump installation contract must be an approved Participating Contractor for the NYS Clean Heat Program and must submit for incentives on behalf of the owner. 5. Provide 1" thick pipe insulation (conductivity 0.21-0.28) on all refrigerant piping. All exterior piping insulation shall be UV resistant, have continuous insulation, and be installed inside PVC line-hide. 6. All exterior refrigerant pipe insulation shall be continuous and UV resistant. 7. For all forced air systems, the ductwork must be sealed with mastic or other UL‐181 compliant material and applied within temperature range and according to all other manufacturer's requirements at ALL transverse joints, transitional junctions, and take offs. 8. Heating supply and return ductwork shall be insulated as per 2020 Energy Conservation Code of New York State C403.11.1 9. The gap between the heating/cooling ductwork and gypsum board must be air sealed. 10. For all heat pump and split system air condition systems, provide start up report including pre-charge refrigerant amount and corrected refrigerant charge amount for each system. Obtain and keep documentation on file showing correct field measured refrigerant charge for all refrigerant based heating/cooling systems and pipe lengths. 11. For all refrigerant based systems, perform Triple Leak and Pressure Test as per manufacturer’s instruction including checking all connections for leaks by applying a bubble solution to all joints or by using an electronic leak detector. Document the locations of any leaks found and fix leaks with new materials and retest as per manufacturer’s instructions until satisfactory results are achieved. Once Leak and Pressure Test is completed perform Triple Evacuation Procedure as per the manufacturer’s instructions. Once the system has been properly evacuated confirm the necessity of additional Refrigerant Trim Charge as per the manufacturer’s instructions and engineering documents. Document any refrigerant added for each unit and final refrigerant charge. If there are joints between the indoor and outdoor units other than at the units, document on as built drawings including piping riser diagram so that the joint can be located post-construction. Provide documentation for the above testing including the name of the person performing the test, day/time, results of any leaks that needed to be fixed. Notify Engineer and Owner’s Energy Consultant at least 48 hours prior to performing leak testing. 12. The installation contractor and/or system manufacturer shall conduct an on‐site training with building maintenance staff to review the operating parameters, controls, and maintenance requirements of all heating and cooling systems. 13. Flexible Ductwork -If flexible ductwork is to be used, the Owner’s Energy Consultant must be notified and have a chance to review shop drawings prior to purchase. If installed, flexible ductwork should be limited in length, and meet the requirements listed below, which will be inspected by Owner’s Energy Consultant: •Duct length -Limit duct length to no more than 25’per run for flex duct, not to exceed the manufacturer’s recommended limit. •Excess ductwork -Runs should be as direct as possible. Excess ductwork should be no more than 5% for any given section of flexible duct. Flexductwork shall be extended (stretched) and secured to reduce pressure drop. •Supports -Suspended horizontal ducts should be supported at least every 5’. •Hangers -Hanger material should be at least 1-1/2”in width and hangers should not crimp the ductwork, causing the interior dimension of the duct to be less than specified. •Sag -Suspended ductwork should be allowed to sag no more than ½”for every 1’of run •Trunk and boot connections -Flexible duct should be allowed to run straight out of any connection at least 12”before taking a turn 14. Bends -The radius at the centerline of a bend must be a minimum of one duct diameter as shown in the diagram (R = 1 duct diameter) 15. Connections -Connections to boots, collars, and trunks must be substantially airtight 16. Sealants -Sealants and tapes used to make ductwork airtight must be compliant with UL-181 standards and installed according to the manufacturer’s specifications A. HEAT PUMP SYSTEMS -DUCTED HEAT PUMP SYSTEMS: 1.During unoccupied periods as determined by 7 day programmable thermostat, the system shall be set back to adjustable setpointtemperatures. 2.During occupied periods as determined by 7 day programmable thermostat, the system shall respond to setpoint temperatures. Each fan coil shall have a thermostat for heating and cooling setpoints. The unit shall remain on until setpoint is reached. 3.The heat pump system is to be the primary heating/cooling system to reach setpoint temperatures. A.In heating mode, the thermostat shall call for heat from the fan coil/heat pump and they shall remain on until satisfying setpoint temperature. If the space temperature cannot be satisfied and the temperature drops 3 degrees below setpoint temperature, the 2nd stage heat 24 Volt DC output shall energize the electric resistance heat relays and the heat pump stays on. The electric heat will be provided by a duct heater for ducted units. B.In cooling mode, the thermostat shall call for cooling from the fan coil/heat pump and they shall remain on until satisfying setpoint temperature. In cooling mode, the electric resistance heat shall be locked out. -DUCTLESS HEAT PUMP SYSTEMS: 1.During unoccupied periods as determined by 7 day programmable thermostat, the system shall be set back to adjustable setpointtemperatures. 2.During occupied periods as determined by 7 day programmable thermostat, the system shall respond to setpoint temperatures. Each fan coil shall have a thermostat for heating and cooling setpoints. The unit shall remain on until setpoint is reached. B.EXHAUST FANS: 1.EF-1 Intermittent Garage exhaust fan; Upon receiving a signal from the CO and NO2 sensors relayed to the Brasch control panel, the motorized damper shall open and the fan shall turn on. Once the control panel is satisfied, the fan shall turn off and the motorized damper shall close. 2.EF-2 Continuous Garage exhaust fan; The fan shall run continuously at 440 CFM. C. ELECTRIC WALL HEATERS & STAND-ALONE ELECTRIC BASEBOARD HEATERS 1.Electric wall heaters shall have an internal thermostat (set to 60 degrees F) with lockout that is to control setpoint temperatures. Upon a call for heat, the heater shall turn on and remain on. Upon setpoint being satisfied, the heater shall turn off. Electric baseboard heaters shall have a unit mounted thermostat (set to 68 degrees F). Upon a call for heat, the heater shall turn on. Upon setpoint being satisfied, the heater shall turn off. 2. EBH-1: Baseboard heater shall have a unit mounted thermostat (set to 68 degrees F). Upon a call for heat, the heater shall turn on. Upon setpoint being satisfied, the heater shall turn off. An outdoor air temperature sensor shall turn off the heater when the temperature is above 45 degrees F. 3. EBH-2&3: Baseboard heaters shall have a wall mounted programmable thermostat (set to 68 degrees F). Upon a call for heat, all of the heaters in Commercial Tenant Space 119 shall turn on. Upon setpoint being satisfied, all of the heaters shall turn off. Provide all relays, components and wiring to satisfy sequence. D.ENERGY RECOVERY VENTILATOR SYSTEMS: 1. ERV-1, 2, 3, 4: The ERV shall run continuously. An internal compressor that serves the DX coil shall modulate to condition the ventilation air. The LG AC Smart global controller shall be connected to each ERV and automatically change setpoint temperatures. May-September setpoint temperature shall be 74 degrees F, October-April setpoint temperature shall be 66 degrees F. 2. ERV-5 & 7: Once enabled, the exhaust and outdoor air motorized dampers shall be open 100% and fan shall run. The unit shall be enabled by the lighting dual output ceiling mounted occupancy sensor. Wiring from the occupancy sensor in each space shall be daisy chained together into on relay connection to the unit. Once occupancy is no longer detected, the fan shall stop and the exhaust and outdoor air motorized dampers shall close. The unit shall have an electric resistance duct heater that the internal SRC controller shall control based supply air temperature. The duct heater shall modulate to provide 68 degree F (adjustable) supply air temperature. 3. ERV-6: Once enabled, the exhaust and outdoor air motorized dampers shall be open 100% and fan shall run. The unit shall be enabled by either the lighting dual output ceiling/wall mounted occupancy sensor, or the wall mounted CO2 sensor reading over 700 ppm (adjustable). Wiring from the occupancy sensor in each space shall be daisy chained together into on relay connection to the unit. Once occupancy is no longer detected and CO2 levels fall below 700 ppm, the fan shall stop and the exhaust and outdoor air motorized dampers shall close. The unit shall have an electric resistance duct heater that the internal SRC controller shall control based supply air temperature. The duct heater shall modulate to provide 68 degree F (adjustable) supply air temperature. 4. ERV-8: The ERV shall run continuously. The unit shall have an electric resistance duct heater that the internal SRC controller shall control based on outdoor air temperature. The duct heater shall modulate to provide 60 degree F (adjustable) supply air temperature. SEQUENCE OF OPERATIONS ELECTRIC WALL HEATER SCHEDULE TypeManufacturerModelDescription Capacity Btu/HrLengthWidthHeightWeight, lbs ELECTRICAL Comments VoltagePhaseMCA EWH-1FAHRENHEATFSSWH1502Electric wall heater5,1201' - 0"0' - 4"1' - 6"20120 V113 A ELECTRIC DUCT HEATER SCHEDULE TypeManufacturerModelDescriptionInputLengthWidthHeightWeight, lbs ELECTRICAL Comments VoltagePhase EDH-1RenewaireRH-DE lectric duct heater4.0 kW1' - 0"12' - 0"1' - 0"10208 V1Furnish disconnect EDH-2RenewaireRH-DElectric duct heater3.0 kW1' - 0"12' - 0"1' - 0"10208 V1Furnish disconnect EDH-3LGANEH033B1Electric duct heater3.0 kW1' - 0"0' - 6"1' - 0"5208 V1Furnish disconnect EDH-4LGANEH053B1Electric duct heater5.0 kW1' - 0"0' - 6"1' - 0"5208 V1Furnish disconnect No Scale 2 ROOF CURB DETAIL No Scale 3 TYPICAL HEAT PUMP STAND DETAIL No Scale 4 WIRING DIAGRAM 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1. Economizer - Economizer control not required based on C403.5 item 3. All individual unit cooling capacities are less than 270,000 Btu/hr. 2. Mechanical system design criteria: Design temp heating: -3 degrees F; Design temp cooling: 88 degrees F; ASHRAE 62.1-2013 requirements. 3. Mechanical heating system type is air source heat pump systems. For sizes and efficiencies, refer to schedules on M001. 2. Equipment and Systems Controls -Refer to Sequence of Operations on sheet M001 for equipment operation. 3. Fan Motor Horse Power and Controls -Refer to Fan Schedule on sheet M001 for motor HP and controls. 4. Duct Sealing, Duct and Pipe Insulation -All ductwork shall be sealed and insulated per Energy Code. Refer to Specification Section 233113 -Duct and Accessories Part 3.1.D and Specification Section 230713 -Duct Insulation. All heat pump piping shall be insulated per heat pump manufacturers' spec. ENERGY CODE CONFORMANCE ENERGY PROGRAM COMPLIANCE NOTES 1 1 1 1 1 1 ERV-7 FC-6 FC-5 ERV-5 ERV-6 FC-7 FC-9 EBH-1 EBH-1 EBH-3 / 1M401 / 1M401 / 1M401 / 1M405 / 1M402 / 1M402 / 1M403 / 1M403 / 1 M404 / 1M404TRASH ROOM 116 BICYCLE ROOM 115 LEASING OFFICE 104 FC-4 8"ø 8" 8"ø ERV-8 EWH-1 FITNESS CENTER 108 RESIDENT LOUNGE 107 PET RELIEF AREA 111 COMMERCIAL TENANT SPACE 119 LOBBY 101 PACKAGE ROOM 102 ELEVATOR LOBBY 106 ELEV 2 ELEV 1 CENTRAL STAIR YOGA STUDIO 109 A1 A 200 EDH-1 EBH-2 EBH-3EBH-3EBH-3 EBH-3 EBH-3 EBH-3 EBH-3 EBH-3 EDH-2 EDH-2 EDH-2 EDH-4 EDH-4 EDH-3 EBH-2 TELECOM ROOM 118 UTILITY CORRIDOR 117 EWH-1 EWH-1 1 1 1 1 1 1 1 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 3/32" = 1'-0" 1ST FLOOR PLAN M101 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 3/32" = 1'-0" 1 1ST FLOOR PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 1 M001 ERV-1 RISER ERV-2 RISER ERV-3 RISER ERV-4 RISER 4"ø 6"ø 4"ø 4"ø 6"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 6"ø 6"ø 4"ø 4"ø 14"x6" 16"x6" 16"x6" 12"x6" 4"ø 4"ø 4"ø 4"ø 4"ø 6"ø 6"x6"4"ø 4"ø 4"ø 6"ø 4"ø 4"ø 4"ø 8"ø 4"ø 6"ø 4"ø4"ø 6"ø 4"ø 4"ø 4"ø 4"ø 6"x6" 12"x6" 6"ø 20"x6" 16"x6" 6"ø 4"ø 12"x6" 6"ø 4"ø 4"ø 4"ø 6"ø12"x6" 6"ø 6"ø 4"ø 8"x6" 4"ø 4"ø 4"ø 6"ø 4"ø 4"ø 4"ø 4"ø 6"x6" 4"ø 6"ø 6"ø 20"x6" 4"ø4"ø 18"x6" 6"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 12"x6" 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 6"ø6"ø 8"ø 6"ø 4"ø 4"ø 4"ø 4"ø 6"ø 4"ø 6"ø 4"ø 4"ø 6"ø 4"ø 4"ø 16"x6" 16"x6" 16"x6" 12"x6" 6"ø 4"ø 6"ø 6"ø 6"ø 4"ø 4"ø 4"ø4"ø4"ø4"ø 6"ø 4"ø 4"ø 6"x6" 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø / 1M410 / 1M406 / 1M406/ 1M407 / 1M402 / 1M408 / 1M406 / 1 M409 6"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 6"ø 6"ø 4"ø 4"ø 6"ø 4"ø 6"ø 4"ø 4"ø 4"ø 6"x6" 4"ø 6"ø 4"ø4"ø 4"ø 4"ø 6"ø 4"ø 4"ø 6"ø UNIT C1 201 UNIT A1 202 UNIT A2 203 UNIT A3 204 UNIT A4 205 UNIT D1 206 UNIT D2 207 UNIT D3 208 UNIT B1 209 UNIT D4 210 UNIT A5 211 UNIT A6 212 UNIT A7 213 UNIT A6 214 UNIT A7 215 UNIT A6 216 UNIT A8 217 UNIT D5 218 UNIT B2 219 UNIT D7 221 UNIT A9 222 UNIT A10 223 UNIT A9 224 UNIT A10 225 UNIT B3 226 UNIT D8 227 UNIT D9 228 UNIT D10 229 UNIT D11 230 UNIT D12 231 UNIT A11 232 UNIT A12 233 UNIT C2 234 TELECOM 236 UNIT D6 220 ELEV 1 ELEV 2 EAST STAIR CENTRAL STAIR NORTH STAIR TRASH ROOM 235 ELEVATOR LOBBY 238 NORTH CORRIDOR 239 SOUTH CORRIDOR 240 ELEC/DATA 237 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 3/32" = 1'-0" 2ND FLOOR PLAN M102 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 3/32" = 1'-0" 1 2ND FLOOR PLAN M102 GENERAL NOTES 1. ALL APARTMENT ERV SUPPLY AND RETURN DUCT WORK SHALL HAVE A CEILING RADIATION DAMPER AT THE PENETRATION OF THE CEILING PLANE. 2. ALL APARTMENT ERV SUPPLY AND RETURN DUCTWORK SHALL HAVE CONSTANT AIR REGULATOR DAMPERS (CAR DAMPER). BASIS OF DESIGN AMERICAN ALDES CAR3. 3. DUCT LEAKAGE SHALL BE LIMITED TO 5% OF TOTAL AIR FLOW, MEASURED AT 0.2" WC. PROVIDE AEROSEAL DUCT SEALING. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET COORDINATE LOCATION OF SUPPLY AND RETURN REGISTERS AND LOCATIONS OF ACCESS PANELS WITH ID DRAWINGS 1 M001 / 1M415 / 1M411 / 1M411/ 1M412 / 1M412 / 1M413 / 1M413 / 1 M414 / 1M411 / 1 M414 4"ø 6"ø 4"ø 4"ø 6"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 6"ø 6"ø 4"ø 4"ø 14"x6" 16"x6" 16"x6" 12"x6" 4"ø 4"ø 4"ø 4"ø 4"ø 6"ø 6"x6" 4"ø 4"ø 4"ø 6"ø 4"ø 4"ø 4"ø 8"ø 4"ø 6"ø 4"ø4"ø 6"ø 4"ø 4"ø 4"ø 4"ø 6"x6" 12"x6" 6"ø 20"x6" 16"x6" 6"ø 4"ø 12"x6" 6"ø 4"ø 4"ø 4"ø 6"ø12"x6" 6"ø 6"ø 4"ø 8"x6" 4"ø 4"ø 4"ø 6"ø 4"ø 4"ø 4"ø 4"ø 6"x6" 4"ø 6"ø 6"ø 20"x6" 4"ø 4"ø 18"x6" 6"ø 4"ø 4"ø 4"ø 4"ø 4"ø 6"ø 4"ø 4"ø 4"ø 6"ø 6"ø 12"x6" 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 6"ø6"ø 8"ø 6"ø 4"ø 4"ø 4"ø 4"ø 6"ø 4"ø 6"ø 4"ø 4"ø 6"ø 4"ø 4"ø 16"x6" 16"x6" 16"x6" 12"x6" 6"ø 6"ø 6"ø 6"ø 6"ø 4"ø 4"ø 4"ø 4"ø4"ø4"ø 6"ø 4"ø 4"ø 6"x6" 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 6"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 6"ø 4"ø 4"ø 4"ø 6"ø 6"ø 4"ø 4"ø 6"ø 4"ø 6"ø 4"ø 4"ø 4"ø 6"x6" 6"ø 6"ø 4"ø 4"ø 4"ø 4"ø 6"ø 4"ø 4"ø 6"ø 6"ø 4"ø 4"ø 6"ø 4"ø 4"ø4"ø 4"ø4"ø 6"ø 4"ø 6"ø 4"ø 4"ø 6"ø 4"ø 6"ø6"ø6"ø6"ø 4"ø 6"ø 6"ø UNIT C1 301 UNIT A1 302 UNIT A2 303 UNIT A3 304 UNIT A4 305 UNIT D1 306 UNIT D2 307 UNIT D3 308 UNIT B1 309 UNIT D4 310 UNIT A5 311 UNIT A6 312 UNIT A7 313 UNIT A6 314 UNIT A7 315 UNIT A6 316 UNIT A8 317 UNIT D5 318 UNIT B2 319 UNIT D7 321 UNIT A13 322 UNIT A14 323 UNIT A13 324 UNIT A14 325 UNIT B3 326 UNIT D8 327 UNIT D9 328 UNIT D10 329 UNIT D11 330 UNIT D12 331 UNIT A11 332 UNIT A12 333 UNIT C2 334 TELECOM 336 UNIT D6 320 ELEV 1 ELEV 2 EAST STAIR CENTRAL STAIR NORTH STAIR TRASH ROOM 335 ELEVATOR LOBBY 338 NORTH CORRIDOR 339 SOUTH CORRIDOR 340 ELEC/DATA 337 COORDINATE LOCATION OF SUPPLY AND RETURN REGISTERS AND LOCATIONS OF ACCESS PANELS WITH ID DRAWINGS 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 3/32" = 1'-0" 3RD FLOOR PLAN M103 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 3/32" = 1'-0" 1 3RD FLOOR M103 GENERAL NOTES 1. ALL APARTMENT ERV SUPPLY AND RETURN DUCT WORK SHALL HAVE A CEILING RADIATION DAMPER AT THE PENETRATION OF THE CEILING PLANE. 2. ALL APARTMENT ERV SUPPLY AND RETURN DUCTWORK SHALL HAVE CONSTANT AIR REGULATOR DAMPERS (CAR DAMPER). BASIS OF DESIGN AMERICAN ALDES CAR3. 3. DUCT LEAKAGE SHALL BE LIMITED TO 5% OF TOTAL AIR FLOW, MEASURED AT 0.2" WC. PROVIDE AEROSEAL DUCT SEALING. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET / 1M417 / 1 M416 / 1M420 / 1M416 / 1M419/ 1M416 / 1M419/ 1M418 / 1M417 / 1M418 4"ø 4"ø 4"ø 6"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 6"ø 6"ø 4"ø 4"ø 14"x6" 16"x6" 16"x6" 12"x6" 4"ø 4"ø 4"ø 4"ø 4"ø 6"ø 6"x6"4"ø 4"ø 6"ø 6"ø 4"ø 4"ø 4"ø 8"ø 4"ø 6"ø 4"ø4"ø 6"ø 4"ø 4"ø 4"ø 4"ø 6"x6" 12"x6" 20"x6" 16"x6" 6"ø 4"ø 12"x6" 6"ø 4"ø 4"ø 4"ø 6"ø12"x6" 6"ø 6"ø 4"ø 8"x6" 4"ø 4"ø 4"ø 6"ø 4"ø 4"ø 4"ø 4"ø 6"x6" 4"ø 6"ø 6"ø 20"x6" 4"ø 4"ø 18"x6" 6"ø 4"ø 4"ø 4"ø 4"ø 4"ø 6"ø 4"ø 4"ø 4"ø 6"ø 6"ø 12"x6" 4"ø 4"ø 4"ø 16"x6" 16"x6" 16"x6" 12"x6" 6"ø 6"ø 6"ø 6"ø 6"ø 4"ø 4"ø 4"ø 4"ø4"ø4"ø 6"ø 4"ø 4"ø 6"x6" 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 6"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 6"ø 4"ø 4"ø 4"ø 6"ø 6"ø 4"ø 4"ø 6"ø 4"ø 4"ø 4"ø 6"x6" 6"ø 6"ø 4"ø4"ø 4"ø 4"ø 6"ø 4"ø 4"ø 6"ø 4"ø4"ø 6"ø 6"ø 4"ø 4"ø 4"ø 6"ø 6"ø 6"ø 4"ø 4"ø 6"ø 4"ø 6"ø 6"ø4"ø4"ø 6"ø 4"ø 4"ø 6"ø 6"ø 6"ø UNIT C1 401 UNIT A1 402 UNIT A2 403 UNIT A3 404 UNIT A4 405 UNIT D1 406 UNIT D2 407 UNIT D3 408 UNIT B1 409 UNIT D4 410 UNIT A5 411 UNIT A6 412 UNIT A7 413 UNIT A6 414 UNIT A7 415 UNIT A6 416 UNIT A8 417 UNIT D5 418 UNIT D13 420 UNIT B4 422 UNIT A15 423 UNIT A13 424 UNIT A14 425 UNIT B3 426 UNIT D8 427 UNIT D9 428 UNIT D10 429 UNIT D11 430 UNIT D12 431 UNIT A11 432 UNIT A12 433 UNIT C2 434 TELECOM 436 ELEV 1 ELEV 2 EAST STAIR CENTRAL STAIR NORTH STAIR TRASH ROOM 435 ELEVATOR LOBBY 438 NORTH CORRIDOR 439 SOUTH CORRIDOR 440 ELEC/DATA 437 COORDINATE LOCATION OF SUPPLY AND RETURN REGISTERS AND LOCATIONS OF ACCESS PANELS WITH ID DRAWINGS 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 3/32" = 1'-0" 4TH FLOOR PLAN M104 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 3/32" = 1'-0" 1 4TH FLOOR PLAN M104 GENERAL NOTES 1. ALL APARTMENT ERV SUPPLY AND RETURN DUCT WORK SHALL HAVE A CEILING RADIATION DAMPER AT THE PENETRATION OF THE CEILING PLANE. 2. ALL APARTMENT ERV SUPPLY AND RETURN DUCTWORK SHALL HAVE CONSTANT AIR REGULATOR DAMPERS (CAR DAMPER). BASIS OF DESIGN AMERICAN ALDES CAR3. 3. DUCT LEAKAGE SHALL BE LIMITED TO 5% OF TOTAL AIR FLOW, MEASURED AT 0.2" WC. PROVIDE AEROSEAL DUCT SEALING. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET / 1M422 / 1 M421 / 1M425 / 1M421 / 1M421 / 1 M424 / 1M423 / 1 M424 / 1M407 / 1M423 4"ø 4"ø 14"x6" 16"x6" 16"x6" 12"x6" 6"ø 4"ø 6"ø 6"ø 6"x6" 6"ø 6"ø 4"ø 4"ø 4"ø 8"ø 4"ø 6"ø 4"ø4"ø 6"ø 4"ø 4"ø 4"ø 4"ø 6"x6" 12"x6" 20"x6" 16"x6" 6"ø 4"ø 12"x6" 6"ø 4"ø 4"ø 4"ø 6"ø12"x6" 6"ø 6"ø 4"ø 8"x6" 4"ø 4"ø 4"ø 6"ø 4"ø 4"ø 4"ø 4"ø 6"x6" 4"ø 6"ø 6"ø 20"x6" 4"ø 4"ø 18"x6" 6"ø 4"ø 4"ø 4"ø 4"ø 4"ø 6"ø 4"ø 4"ø 4"ø 6"ø 6"ø12"x6" 4"ø 4"ø 4"ø 16"x6" 16"x6" 16"x6" 12"x6" 6"ø 6"ø 6"ø 6"ø 6"ø 4"ø 4"ø 4"ø 4"ø4"ø4"ø 6"ø 4"ø 4"ø 6"x6" 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 6"ø 4"ø 4"ø 4"ø 6"ø 4"ø 4"ø 4"ø 6"ø 6"ø 4"ø 4"ø 6"ø 4"ø 4"ø 6"x6" 6"ø 6"ø 4"ø4"ø 4"ø 4"ø 6"ø 4"ø 4"ø 6"ø 4"ø4"ø 6"ø 6"ø 4"ø 4"ø 4"ø 6"ø 6"ø 6"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø4"ø 6"ø 4"ø 6"ø 6"ø 6"ø 6"ø 6"ø 6"ø 6"ø 6"ø 4"ø 4"ø 6"ø 4"ø 6"ø 6"ø 6"ø UNIT C1 501 UNIT A1 502 UNIT A2 503 UNIT A3 504 UNIT A4 505 UNIT D1 506 UNIT D2 507 UNIT D3 508 UNIT B1 509 UNIT D4 510 UNIT A5 511 UNIT A6 512 UNIT A7 513 UNIT A6 514 UNIT A7 515 UNIT A6 516 UNIT A8 517 UNIT D5 518 UNIT D13 520 UNIT B4 522 UNIT A15 523 UNIT A13 524 UNIT A14 525 UNIT D14 527 UNIT B5 530 UNIT D12 531 UNIT A11 532 UNIT A12 533 UNIT C2 534 TELECOM 536 ELEV 1 ELEV 2 EAST STAIR CENTRAL STAIR NORTH STAIR TRASH ROOM 535 ELEVATOR LOBBY 538 NORTH CORRIDOR 539 SOUTH CORRIDOR 540 ELEC/DATA 537 COORDINATE LOCATION OF SUPPLY AND RETURN REGISTERS AND LOCATIONS OF ACCESS PANELS WITH ID DRAWINGS 1 4"ø 4"ø 4"ø 6"ø 4"ø 1 1 1 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 3/32" = 1'-0" 5TH FLOOR PLAN M105 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 3/32" = 1'-0" 1 5TH FLOOR M105 GENERAL NOTES 1. ALL APARTMENT ERV SUPPLY AND RETURN DUCT WORK SHALL HAVE A CEILING RADIATION DAMPER AT THE PENETRATION OF THE CEILING PLANE. 2. ALL APARTMENT ERV SUPPLY AND RETURN DUCTWORK SHALL HAVE CONSTANT AIR REGULATOR DAMPERS (CAR DAMPER). BASIS OF DESIGN AMERICAN ALDES CAR3. 3. DUCT LEAKAGE SHALL BE LIMITED TO 5% OF TOTAL AIR FLOW, MEASURED AT 0.2" WC. PROVIDE AEROSEAL DUCT SEALING. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET ERV-3 RISER HP-3 APT 229 HP-3 APT 228 HP-3 APT 328 HP-3 APT 428 HP-3 APT 429 HP-3 APT 329 ERV-1 HP-3 APT 227 HP-3 APT 427 HP-3 APT 327 HP-3 APT 230 HP-3 APT 430 HP-3 APT 330 HP-2 APT 226 HP-2 APT 326 HP-3 APT 527 HP-2 APT 426 HP-1 APT 530 HP-3 APT 231HP-3 APT 331 HP-3 APT 531 HP-3 APT 431 HP-1 APT 232 HP-1 APT 332 HP-1 APT 532 HP-1 APT 432 HP-1 APT 233 HP-1 APT 333 HP-1 APT 533 HP-2 APT 334 HP-2 APT 534 HP-2 APT 434 HP-2 APT 234 HP-1 APT 433 HP-3 APT 221 HP-1 APT 322 HP-1 APT 222 HP-1 APT 323 HP-1 APT 223 HP-1 APT 324 HP-1 APT 224 HP-1 APT 325 HP-1 APT 225 HP-1 APT 525 HP-1 APT 425 HP-1 APT 524 HP-1 APT 424 HP-1 APT 523 HP-1 APT 423 HP-2 APT 522 HP-2 APT 422 HP-3 APT 321 HP-3 APT 220 HP-2 APT 219 HP-3 APT 318 HP-3 APT 518 HP-3 APT 418 HP-3 APT 218 HP-2 APT 319 HP-3 APT 320 HP-1 APT 217 HP-1 APT 417 HP-1 APT 216 HP-1 APT 416 HP-1 APT 516 HP-1 APT 517 HP-1 APT 317 HP-1 APT 316 HP-3 APT 410 HP-3 APT 210 HP-3 APT 310 HP-3 APT 510 HP-1 APT 212 HP-1 APT 412 HP-1 APT 211 HP-1 APT 411 HP-1 APT 511 HP-1 APT 311 HP-1 APT 512 HP-1 APT 312 HP-1 APT 413 HP-1 APT 213 HP-1 APT 414 HP-1 APT 214 HP-1 APT 415 HP-1 APT 215 HP-1 APT 315 HP-1 APT 515 HP-1 APT 314 HP-1 APT 514 HP-1 APT 313 HP-1 APT 513 HP-2 APT 201 HP-2 APT 401 HP-2 APT 501 HP-2 APT 301 HP-1 APT 202 HP-1 APT 402 HP-1 APT 203 HP-1 APT 403 HP-1 APT 204 HP-1 APT 404 HP-1 APT 205 HP-1 APT 405 HP-1 APT 505 HP-1 APT 305 HP-1 APT 504 HP-1 APT 304 HP-1 APT 503 HP-1 APT 303 HP-1 APT 502 HP-1 APT 302 HP-3 APT 206 HP-3 APT 406 HP-3 APT 306 HP-3 APT 506 HP-3 APT 207 HP-3 APT 407 HP-3 APT 507 HP-3 APT 307 HP-3 APT 408 HP-3 APT 208 HP-3 APT 508 HP-3 APT 308 HP-2 APT 509 HP-2 APT 309 HP-2 APT 209 HP-2 APT 409 HP-4 TRASH ROOM HP-4 BIKE ROOM HP-5 FITNESS + YOGA HP-6 COMM TENANT 6 HP-7 LOBBY ERV-2 ERV-3 ERV-4 ALTA SIGRIST (AL-161010/ALTC-S18) PRE-MANUFACTURED PIPE CURB, TYPICAL FOR EACH GROUP OF HEAT PUMPS. INSTALL AS PER MANUFACTURER INSTRUCTIONS, PROVIDE ALL FASTENERS REQUIRED. COORDINATE WITH ROOFER KEEP ALL ROOFTOP EQUIPMENT 12' FROM ANY ROOF EDGE. HP-8 ELEVATOR HP-8 ELEVATOR FC-8 FC-8 SPACE ON ROOF RESERVED FOR FUTURE EQUIPMENT TO SERVE FIRST FLOOR COMMERCIAL SPACES CUSTOM 2' TALL CURB. CURB SHALL HAVE OPENINGS OR SUPPLY AND RETURN. CURB SHALL BE FULLY INSLUATED AND AIR SEALED TO MAINTAIN BUILDING WEATHER BARRIER. CONNECTIONS BETWEEN ERV AND DUCTWORK MUST BE SEALED. PROVIDE AEROSEAL DUCT SEALING FOR ALL ASSOCIATED DUCTWORK EF-1 EF-2 30"ø 10"ø CUSTOM 3' TALL CURB, CURB SHALL HAVE OPENINGS FOR GARAGE EXHAUST DUCTS TO TRAVEL NORTH TO EF-1&2. CURB SHAL BE FULLY INSLUATED AND AIR SEALED TO MAINTAIN BUILDING WEATHER BARRIER. CONNECTIONS BETWEEN ERV AND DUCTWORK MUST BE SEALED. HP-3 APT 420 HP-3 APT 520 CUSTOM 3' TALL CURB. CURB SHALL HAVE OPENINGS OR SUPPLY AND RETURN. CURB SHAL BE FULLY INSLUATED AND AIR SEALED TO MAINTAIN BUILDING WEATHER BARRIER. CONNECTIONS BETWEEN ERV AND DUCTWORK MUST BE SEALED. PROVIDE AEROSEAL DUCT SEALING FOR ALL ASSOCIATED DUCTWORK PROVIDE AEROSEAL DUCT SEALING FOR ALL ASSOCIATED DUCTWORK CUSTOM 2' TALL CURB. CURB SHALL HAVE OPENINGS OR SUPPLY AND RETURN. CURB SHALL BE FULLY INSLUATED AND AIR SEALED TO MAINTAIN BUILDING WEATHER BARRIER. CONNECTIONS BETWEEN ERV AND DUCTWORK MUST BE SEALED. PROVIDE AEROSEAL DUCT SEALING FOR ALL ASSOCIATED DUCTWORK PROVIDE AEROSEAL DUCT SEALING FOR ALL ASSOCIATED DUCTWORK PROVIDE MOTORIZED DAMPER AT ROOF PENETRATION FOR EF-1 & EF-2 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 3/32" = 1'-0" ROOF PLAN M106 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 3/32" = 1'-0" 1 ROOF PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET M106 GENERAL NOTES 1. KEEPALL ROOFTOP EQUIPMENT12' FROM ANY ROOF EDGE. ERV-6 EBH-3 ERV-7 D 1,400 / 1M405 / 1M402 / 1M402 / 1M404 / 1M405 / 1M403 18"x10" 8"ø 8"ø 8"ø8"ø 8"ø A 50 8"ø 8"ø 10"ø 10"ø A 200 A 200 WL-1 12"x18" 18"x10" 8"x8" 8"x8" 10"ø10"ø COMMERCIAL TENANT SPACE 119 BICYCLE ROOM 115 ELEV 2 ELEV 1 CENTRAL STAIR ELEVATOR LOBBY 106 TRASH ROOM 116 ELEVATOR LOBBY 106 FC-4 10"ø 10"ø 10"ø 10"ø ERV-8 J 350 BRASCH CONTROL PANEL, WIRING UP TO EF-1 ON ROOF 1.5 HOUR FIRE DAMPER, DUCT ACCESS PANEL 1.5 HOUR FIRE DAMPER, DUCT ACCESS PANEL F 350 F 350 EWH-1 ELECTRIC ROOM 122 WL-1 A1 A1 K 30 FC-4 A 50 E 70 CEILING MOUNTED OCCUPANCY SENSOR MOTORIZED DAMPER MOTORIZED DAMPER 2' - 6" EWH-1 6"ø EDH-2 EDH-2 EDH-2 TO ERV-6 1 OPEN TO CEILING SPACE FOR PLENUM RETURN ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 1ST FLOOR CORE ENLARGED PLAN M401 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 1ST FLOOR HVAC ENLARGED -CORE 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET M401 GENERAL NOTES 1. COORDINATE ALL SLOT DIFFUSER LENGTHS AND LOCATIONS WITH ID401_R. 1 EBH-3EBH-1 / 1M403 / 1M401 COMMERCIAL TENANT SPACE 119 CO AND NO2 SENSORS 22"x52" 10"ø PROVIDE PROVIDE 3HR FIRE/SMOKE DAMPER AT PLANK PENETRATION 3" DUCT INSULATION, BIRD SCREEN MOTORIZED DAMPER AT GARAGE CEILING PLANE, DUCT UP TO EF-2 ON ROOF PROVIDE 3HR FIRE/SMOKE DAMPER AT PLANK PENETRATION, 3" DUCT INSULATION, BIRD SCREEN MOTORIZED DAMPER AT GARAGE CEILING PLANE, DUCT UP TO EF-1 ON ROOF EBH-3 EBH-3 EWH-1 EAST STAIR 123 TELECOM ROOM 118 UTILITY CORRIDOR 117 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 1ST FLOOR EAST ENLARGED PLAN M402 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 1ST FLOOR EAST ENLARGED PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET EBH-3EBH-1 EBH-1 FC-7 D 1,400 FC-9 / 1M402 / 1M404 / 1M402 / 1M404 / 1M401 8"ø 10"ø 10"ø A 200 A 200 24"x10" 16"x4" 24"x10" 8"ø 10"ø G 50 A 40 COMMERCIAL TENANT SPACE 119 ELEV 2 ELEV 1 CENTRAL STAIR TRASH ROOM 116 LEASING OFFICE 104 LOBBY 101 WATER SERVICE ROOM 105 ELEVATOR LOBBY 106 FC-4 F 350 A1 A1 6"ø 4"ø A 200 A1A1 8" LG AC SMART GLOBAL CONTROLLER TO ERV-6 2' - 6" 2' - 6"2' - 6" EBH-2EBH-2 EBH-3EBH-3EBH-3 EBH-3 EBH-3 EBH-3 EBH-3 EBH-3 TELECOM ROOM 118 UTILITY CORRIDOR 117 EDH-4 1 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 1ST FLOOR SOUTH ENLARGED PLAN M403 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 1ST FLOOR SOUTH ENLARGED PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET ERV-6 EBH-1 ERV-7 FC-6 D 1,000 FC-7 D 1,400 FC-5 20"x12" A 200 12"x18" B 200 E 100 ERV-5 D 1,400 A 200 FC-9 / 1M401 / 1M401 / 1M403 / 1M403 18"x10" 8"ø 8"ø 8"ø8"ø 8"ø A 50 8"ø 8"ø 10"ø 10"ø A 200 A 200 WL-1 12"x18" 18"x10" 8"x8" 8"x8" 12"ø 12"ø 12"ø12"ø 10"ø10"ø 20"x12" 8"ø 6"ø B 150 6"ø B 125 8"ø A 210 A 140 A 200 A 200 16"x12" 18"x10" 10"ø A 135 14"x10" 10"ø B 300 B 270 A 175 A 175 24"x10" 16"x10" 16"x4" 24"x10" 8"ø 10"ø 6"ø 10"ø 8"ø 8"ø 8"ø 8"ø A 250 A 225 A 225 10"ø G 50 A 40 BICYCLE ROOM 115 ELEV 2 ELEV 1 CENTRAL STAIR ELEVATOR LOBBY 106 TRASH ROOM 116 LEASING OFFICE 104 LOBBY 101 WATER SERVICE ROOM 105 RESIDENT LOUNGE 107 PACKAGE ROOM 102 MAIL ROOM 103 FITNESS CENTER 108 YOGA STUDIO 109 PET RELIEF AREA 111 MOTORIZED DAMPER ON OA & EA DUCT, TYP FOR ERV-5, 6, 7 FC-4 10"ø 10"ø 10"ø 10"ø ERV-8 J 350 BRASCH CONTROL PANEL, WIRING UP TO EF-1 ON ROOF 1.5 HOUR FIRE DAMPER, DUCT ACCESS PANEL 1.5 HOUR FIRE DAMPER, DUCT ACCESS PANEL F 350 F 350 WL-1 A1 A1 6"ø 4"ø A 200 A1A1 8" A1 A1 A1 A 200 8"ø 8" TAP FROM BELOW, FLEX CONNECTION TO LINEAR DIFFUSER, TYPICAL 16"x8" 20"x12" 8"ø A 210 8"ø 8"ø B1 OPEN TO CEILING RETURN PLENUM 6"ø K 50 6"ø6"ø K 30 K 30 4"ø FC-4 B 50 A1 A1 A1 A 50 12"x6" 10"ø B1 A 175 A 175 8" TAP FROM BELOW, FLEX CONNECTION TO LINEAR DIFFUSER, TYPICAL A 135 A1 E 70 E 70 LG AC SMART GLOBAL CONTROLLER TO ERV-6 CEILING MOUNTED OCCUPANCY SENSOR MOTORIZED DAMPER MOTORIZED DAMPER 6"ø 6"ø A1A1 3' - 0" 3' - 0" 2' - 6" 2' - 6"2' - 6" 1' - 0" 2' - 0" 2' - 6" RETURN LINEAR 3'X6' ACCESS PANEL 3'X6' ACCESS PANEL 6"ø 6"ø 6"ø 6"ø EDH-4 EDH-1EDH-2 EDH-2 EDH-2 EDH-3 EDH-4 TO ERV-6. TO ERV-6 B1 A1 A1 1 1 1 1 1 1 1 1 1 OPEN TO CEILING SPACE FOR PLENUM RETURN 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 1ST FLOOR WEST ENLARGED PLAN M404 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 1ST FLOOR WEST ENLARGED PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET M404 GENERAL NOTES 1. COORDINATE ALL SLOT DIFFUSER LENGTHS AND LOCATIONSWITH ID401_R. 2. COORDINATEALL OCCUPANCY SENSOR LOCATIONS WITH ID401AND E404 R DRAWINGS. 1 / 1M402 / 1M402 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 1ST FLOOR NORTH ENLARGED PLAN M405 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 1ST FLOOR NORTH ELARGED PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET FC-2 FC-1 FC-1 FC-2 FC-3 FC-2 4"ø 4"ø 4"ø 4"ø 6"ø 4"ø 4"ø 4"ø FC-3 4"ø 6"ø 6"x6" 12"x6" FC-3 FC-2 6"ø 8"x6" 6"ø4"ø 4"ø 4"ø 4"ø 4"ø 6"ø 16"x6" FC-2 FC-3 16"x30" 16"x30" PROVIDE ALDES CAR DAMPER AND CEILING RADIATION DAMPER AT ALL REGISTERS, TYPICAL ALL APARTMENTS / 1M408 PROVIDE RUSKIN FSD35 FIRE/SMOKE DAMPER, TYPICAL FOR ALL SHAFT PENETRATIONS PROVIDE 12"X12" CEILING ACCESS PANEL AND 12"X12" DUCT ACCESS PANEL FOR FIRE/SMOKE DAMPER ACESS, TYPICAL FOR ALL SHAFT PENETRATIONS, CONTRACTOR SHALL COORDINATE ACCESS PANEL LOCATIONS WITH ID / 1M410 / 1M407 / 1M409 G 20 G 25 G 20 H 20 H 25 H 20 G 25 G 20 H 25 H 20 H 20 G 45 G 45 H 25 H 20 G 25 H 25H 35 H 20G 20 G 20 G 25 H 20 H 25 6"ø 4"ø 6"ø 4"ø 4"ø 6"ø 4"ø G 10 4"ø 6"ø H 60 H 50 6"ø 4"ø4"ø4"ø 4"ø UNIT C1 201 UNIT B3 226 UNIT D12 231 UNIT A11 232 UNIT A12 233 UNIT C2 234 ELEV 1 ELEV 2 CENTRAL STAIR NORTH STAIR TRASH ROOM 235 ELEVATOR LOBBY 238 NORTH CORRIDOR 239 SOUTH CORRIDOR 240 ELEC/DATA 237 PROVIDE PROVIDE 12"X12" CEILING ACCESS PANEL AND 12"X12" DUCT ACCESS PANEL FOR FIRE/SMOKE DAMPER ACESS, TYPICAL FOR ALL SHAFT PENETRATIONS 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 2ND FLOOR CORE ENLARGED PLAN M406 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 2ND FLOOR CORE ENLARGED PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 M001 4"ø4"ø 6"ø6"ø 6"ø 4"ø 4"ø 6"ø 4"ø 6"ø 4"ø 4"ø 6"ø 6"x6" 12"x6" 16"x6" 4"ø6"ø 6"ø 6"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø FC-2 FC-2FC-3FC-3 FC-1 6"ø 6"ø 4"ø 4"ø 4"ø 4"ø FC-2 FC-2 16"x6"4"ø 4"ø 4"ø 4"ø 6"ø4"ø4"ø FC-2 FC-2 FC-3 FC-2 FC-3 4"ø 16"x6" 12"x6" 8"x6" 8"x6"6"ø4"ø / 1M408 / 1M406 PROVIDE RUSKIN FSD35 FIRE/SMOKE DAMPER, TYPICAL FOR ALL SHAFT PENETRATIONS PROVIDE 12"X12" CEILING ACCESS PANEL AND 12"X12" DUCT ACCESS PANEL FOR FIRE/SMOKE DAMPER ACESS, CONTRACTOR SHALLCOORDINATE ACCESS PANELLOCATIONS WITH ID DRAWINGS,TYPICAL FOR ALL SHAFT PENETRATIONS refer to unit 212 sheet M408 H 20 H 25 G 20 G 35 H 35 G 25 H 20 G 20 G 20 H 20 4"ø G 20 G 20 G 40 H 40 H 20 H 20 H 30 G 30 H 25 H 20 H 20H 25 G 25 G 20 G 20 G 454"ø 6"ø H 20 H 20 G 45 H 25 H 20 G 45 H 25 H 25 G 45 H 20 6"ø6"ø 4"ø 4"ø 6"ø G 60 6"ø UNIT A1 202 UNIT A2 203 UNIT A3 204 UNIT A4 205 UNIT D1 206UNIT D2 207 UNIT D3 208 UNIT B1 209 TELECOM 236 EAST STAIR FC-1FC-1 11 22"x52" 10"ø 1 1 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 2ND FLOOR EAST ENLARGED PLAN M407 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 2ND FLOOR EAST ENLARGED PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 8"x6" 6"ø 6"ø 16"x6" 12"x6" 8"x6" 6"x6" 4"ø 4"ø 4"ø 4"ø4"ø 4"ø 6"ø6"ø 4"ø 4"ø 4"ø 6"ø 4"ø 4"ø 4"ø 4"ø 6"ø 4"ø 4"ø FC-2 FC-2 FC-3 FC-1 8"x6"6"ø 6"ø 4"ø 4"ø 4"ø 20"x6" 16"x30" / 1M406/ 1M407 / 1M409 H 20 G 45 H 25 G 45 H 25 H 20 H 20 H 25 G 45G 45 H 25 H 20 G 45 H 25H 25 G 45 H 25 H 45 H 20 G 45 G 20 H 20 G 20 G 45 6"ø H 20 H 20 H 20 6"ø6"ø 6"ø refer to unit 212 this sheet refer to unit 213 this sheet refer to unit 212 this sheet refer to unit 213 this sheet FC-1FC-1 6"ø 6"ø 6"ø 6"ø 6"ø 6"ø G 60 UNIT D4 210 UNIT A5 211 UNIT A6 212 UNIT A7 213 UNIT A6 214 UNIT A7 215 UNIT A6 216 UNIT A8 217 SOUTH CORRIDOR 240 PROVIDE PROVIDE 12"X12" CEILING ACCESS PANEL AND 12"X12" DUCT ACCESS PANEL FOR FIRE/SMOKE DAMPER ACESS, TYPICAL FOR ALL SHAFT PENETRATIONS 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 2ND FLOOR SOUTH ENLARGED PLAN M408 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 2ND FLOOR SOUTH ENLARGED PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 6"x6" FC-2 FC-2 FC-1FC-1 FC-3 FC-2 FC-3 FC-2 FC-2 FC-2 FC-2 18"x6" 20"x6" 20"x6" 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 12"x6" 4"ø 4"ø 4"ø 4"ø 4"ø 6"ø 6"ø 6"ø 6"ø 4"ø 4"ø 4"ø 6"ø 6"ø 4"ø 4"ø 4"ø 4"ø FC-3 FC-3 16"x30"16"x30" / 1M406 / 1M408 PROVIDE RUSKIN FSD35 FIRE/SMOKE DAMPER, TYPICAL FOR ALL SHAFT PENETRATIONS PROVIDE 12"X12" CEILING ACCESS PANEL AND 12"X12" DUCT ACCESS PANEL FOR FIRE/SMOKE DAMPER ACESS, CONTRACTOR SHALL COORDINATE ACCESSPANEL LOCATIONS WITH ID DRAWINGS, TYPICAL FOR ALL SHAFT PENETRATIONS H 20 G 20 G 20G 40 H 40 H 20 H 25 G 20 G 45 G 45 H 25 H 20 H 20 G 45 G 45 H 25 H 20 H 20 H 20 G 20 H 20 H 25 G 25 H 25 H 20 G 20 G 25 H 25 H 20 G 20 4"ø H 20 4"ø H 20 4"ø 6"ø6"ø H 25 6"ø6"ø G 20 G 25 refer to unit 222 this sheetrefer to unit 223 this sheet 6"ø 6"ø G 20 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 6"ø UNIT D5 218 UNIT B2 219 UNIT D7 221 UNIT A9 222 UNIT A10 223 UNIT A9 224 UNIT A10 225 UNIT D6 220 ELEVATOR LOBBY 238 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 2ND FLOOR WEST ENLARGED PLAN M409 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 2ND FLOOR WEST ENLARGED PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 FC-2 FC-2 FC-2 FC-2 FC-2 FC-2 FC-2 FC-2 FC-2 FC-3 FC-3 FC-3 FC-3 4"ø 4"ø 4"ø 4"ø 6"ø FC-3 12"x6" 16"x6" 16"x6" 14"x6" 4"ø 4"ø 4"ø 6"ø 4"ø 6"ø 4"ø 4"ø 4"ø 6"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 16"x30" 16"x30" / 1M406 PROVIDE RUSKIN FSD35 FIRE/SMOKE DAMPER, TYPICAL FOR ALL SHAFT PENETRATIONS PROVIDE 12"X12" CEILING ACCESS PANEL AND 12"X12" DUCT ACCESS PANEL FOR FIRE/SMOKE DAMPER ACESS, CONTRACTOR SHALL COORDINATE ACCESSPANEL LOCATIONS WITH ID DRAWINGS, TYPICALFOR ALL SHAFT PENETRATIONS G 20 G 20 G 20 G 25 G 20 G 35 G 20 G 25 G 20 G 20 G 20 G 25 G 20 G 20 G 45 H 20 H 20 H 20H 20 H 25 H 35 H 20 H 20 H 45 H 25 H 20 H 20 H 20 H 25 H 20 6"ø 6"ø 6"ø 4"ø G 50 4"ø UNIT B3 226 UNIT D8 227 UNIT D9 228 UNIT D10 229 UNIT D11 230 NORTH STAIR MAINTENANCE CLOSET 238 1 1 1 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 2ND FLOOR NORTH ENLARGED PLAN M410 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 2ND FLOOR NORTH ENLARGED PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET NORTH CORRIDOR 204 Not Enclosed 16"x30" 16"x30" / 1M415 / 1M415 / 1M412 / 1M414 / 1M413/ 1M413 refer to unit 201 sheet M406 refer to unit 234 sheet M406 refer to unit 233 sheet M406 refer to unit 232 sheet M406 refer to unit 231 sheet M406 G 20 G 25 G 20 H 20 H 25 H 20 G 25 G 20 H 25 H 20 H 20 G 45 G 45 H 25 H 20 G 25 H 25H 35 H 20G 20 G 20 G 25 H 20 H 25 G 10 I 60 H 20 H 20 G 20 G 25 G 20 H 20 H 25 H 20 H 50 6"ø 6"ø6"ø 6"ø6"ø 8"ø 20"x8" 20"x6" 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 6"ø 12"x6" 16"x6" 16"x6" UNIT C1 301 UNIT A1 302 UNIT B3 326 UNIT D12 331 UNIT A11 332 UNIT A12 333 UNIT C2 334 ELEV 1 ELEV 2CENTRAL STAIR NORTH STAIR TRASH ROOM 335 ELEVATOR LOBBY 338 NORTH CORRIDOR 339 SOUTH CORRIDOR 340 ELEC/DATA 337 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 3RD FLOOR CORE ENLARGED PLAN M411 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 3RD FLOOR CORE ENLARGED PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 M001 16"x30" 16"x30" / 1M413 / 1M411 / 1M413 refer to unit 202 sheet M407refer to unit 203 sheet M407refer to unit 212 sheet M408 refer to unit 205 sheet M407 refer to unit 206 sheet M407 refer to unit 207 sheet M407 refer to unit 208 sheet M407 refer to unit 209 sheet M407 H 20 H 25 G 20 G 35 H 35 G 25 H 20 G 20 G 20 H 20 G 20 G 20 G 40 H 40 H 20 H 20 H 30 G 30 H 25 H 20 H 20H 25 G 25 G 20 G 20 G 45 H 20 H 20 G 45 H 25 H 20 G 45 H 25 H 25 G 45 H 20 G 60 G 60 6"ø6"ø6"ø6"ø 6"ø 6"ø 6"ø4"ø 6"ø 8"x6" 12"x6" 20"x8" 20"x6"4"ø4"ø6"ø 6"ø6"ø 4"ø 4"ø 4"ø 6"ø 6"ø 6"ø 6"ø6"ø 16"x6"16"x6" 12"x6" 4"ø 6"ø 6"ø4"ø4"ø 4"ø 4"ø 4"ø 6"ø 6"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 6"x6" 6"ø4"ø 4"ø 6"x6" 4"ø 6"ø 6"ø 6"ø 4"ø 6"ø 4"ø 4"ø 4"ø 4"ø 16"x6"12"x6" 8"x6" 8"x6" UNIT A1 302 UNIT A2 303 UNIT A3 304 UNIT A4 305 UNIT D1 306UNIT D2 307 UNIT D3 308 UNIT B1 309 TELECOM 336 EAST STAIR SOUTH CORRIDOR 340 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 3RD FLOOR EAST ENLARGED PLAN M412 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 3RD FLOOR EAST ENLARGED PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET / 1M411 / 1M412 20 CFM refer to unit 210 sheet M408 refer to unit 211 sheet M408 refer to unit 212 sheet M408 refer to unit 213 sheet M408 refer to unit 212 sheet M408 refer to unit 213 sheet M408 refer to unit 212 sheet M408 refer to unit 213 sheet M408 H 20G 20 H 20 H 20 H 20 G 60 H 20 G 45 H 25 G 45 H 25 H 20 H 20 H 25 G 45 G 45 H 25 H 20 G 45 H 25H 25 G 45 H 25 H 25 H 20 G 25 G 20 H 20 G 20 G 45 H 20 H 20 H 20 G 60 H 20 H 20 H 20 G 20 H 20 6"ø 6"ø 6"ø 6"ø 6"ø 6"ø 6"ø 6"ø 6"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 6"ø6"ø 4"ø 4"ø 6"ø6"ø6"ø6"ø 4"ø 4"ø 4"ø 4"ø 4"ø 6"ø 6"ø 4"ø 4"ø 4"ø 6"ø4"ø 6"ø 8"x6" 12"x6" 8"ø20"x8" 20"x6" 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø4"ø6"ø 6"ø6"ø 4"ø 4"ø 4"ø 4"ø 4"ø6"ø 4"ø 4"ø 4"ø 16"x6"12"x6" 8"x6" 8"x6" UNIT D4 310 UNIT A5 311 UNIT A6 312 UNIT A7 313 UNIT A6 314 UNIT A7 315 UNIT A6 316 UNIT A8 317 TELECOM 336 ELEV 1 SOUTH CORRIDOR 340 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 3RD FLOOR SOUTH ENLARGED PLAN M413 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 3RD FLOOR SOUTH ENLARGED PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 16"x30"16"x30" / 1M413 / 1M411 / 1M411 refer to unit 213 sheet M408 refer to unit 218 sheet M409 refer to unit 219 sheet M409 refer to unit 220 sheet M409 refer to unit 221 sheet M409 refer to unit 202 sheet M407refer to unit 203 sheet M407refer to unit 202 sheet M407refer to unit 223 sheet M409 H 20 I 60 H 20 G 45 H 25 H 20 H 20 G 20 G 20G 40 H 40 H 20 H 25 G 20 G 45 G 45 H 25 H 20 H 20 G 45 G 45 H 25 H 20 H 20 H 20 G 20 H 20 H 25 G 25 H 25 H 20 G 20 G 25 H 25 H 20 G 20 H 20 H 20 H 25 G 20 G 25 G 20 6"ø 6"ø 6"ø 6"ø 6"ø 4"ø 4"ø 6"ø 6"ø 18"x6" 4"ø 6"ø 6"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 6"ø 4"ø 6"ø 6"ø 6"ø 6"ø 6"ø 6"ø 4"ø6"ø 6"ø 6"ø 4"ø 6"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 6"ø 4"ø 4"ø UNIT A8 317 UNIT D5 318 UNIT B2 319 UNIT D7 321 UNIT A13 322 UNIT A14 323 UNIT A13 324 UNIT A14 325 UNIT D6 320 TRASH ROOM 335 ELEVATOR LOBBY 338 ELEC/DATA 337 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 3RD FLOOR WEST ENLARGED PLAN M414 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 3RD FLOOR WEST ENLARGED PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 16"x30" 16"x30" / 1M411 refer to unit 226 sheet M410 refer to unit 227 sheet M410 refer to unit 228 sheet M410 refer to unit 229 sheet M410 refer to unit 230 sheet M410 G 20 G 25 G 20 H 20 H 25 H 20 G 20 G 20 G 20 G 25 G 20 G 35 G 20 G 25 G 20 G 20 G 20 G 25 G 20 G 20 G 45 H 20 H 20 H 20H 20 H 25 H 35 H 20 H 20 H 45 H 25 H 20 H 20 H 20 H 25 H 20 G 50 4"ø 4"ø 4"ø 4"ø 4"ø 6"ø 12"x6" 16"x6" 16"x6" 14"x6" 4"ø 4"ø 4"ø 4"ø 6"ø 4"ø 4"ø 6"ø 4"ø 4"ø 6"ø 4"ø 4"ø6"ø 6"ø 6"ø 6"ø 4"ø 6"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø UNIT B3 326 UNIT D8 327 UNIT D9 328 UNIT D10 329 UNIT D11 330 NORTH STAIR NORTH CORRIDOR 339 MAINTENANCE CLOSET 338 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 3RD FLOOR NORTH ENLARGED PLAN M415 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 3RD FLOOR NORTH ENLARGED PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 16"x30" 16"x30" / 1M420 / 1M418 / 1M419 / 1M419 / 1M418 refer to unit 201 sheet M406 refer to unit 234 sheet M406 refer to unit 233 sheet M406 refer to unit 232 sheet M406 refer to unit 231 sheet M406 refer to unit 226 sheet M410 G 20 G 25 G 20 H 20 H 25 H 20 G 25 G 20 H 25 H 20 H 20 G 45 G 45 H 25 H 20 G 25 H 25H 35 H 20G 20 G 20 G 25 H 20 H 25 G 10 I 60 H 20 G 20 G 25 G 20 H 20 H 25 H 20 H 50 12"x6" 4"ø 6"ø 4"ø 4"ø 4"ø 4"ø 16"x6" 20"x6" 6"ø 20"x8"20"x6" 6"ø 6"ø8"ø 8"x6" 4"ø 4"ø 6"ø 6"ø 4"ø 4"ø 4"ø 8"ø 6"ø 6"x6" 6"ø 6"ø 4"ø 4"ø 4"ø 4"ø 12"x6" 6"x6" 6"x6" 6"ø 6"ø4"ø 6"ø 4"ø 6"ø 6"ø 4"ø 4"ø 4"ø 4"ø 4"ø 6"ø 4"ø 6"ø 6"ø UNIT C1 401 UNIT B3 426 UNIT D12 431 UNIT A11 432 UNIT A12 433 UNIT C2 434 ELEV 1 ELEV 2 CENTRAL STAIR NORTH STAIR TRASH ROOM 435 ELEVATOR LOBBY 438 NORTH CORRIDOR 439 SOUTH CORRIDOR 440 ELEC/DATA 437 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 4TH FLOOR CORE ENLARGED PLAN M416 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 4TH FLOOR CORE ENLARGED PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET / 1M418/ 1M418 / 1M416 refer to unit 202 sheet M407refer to unit 203 sheet M407refer to unit 212 sheet M408 refer to unit 205 sheet M407 refer to unit 206 sheet M407refer to unit 207 sheet M407 refer to unit 208 sheet M407 refer to unit 209 sheet M407 H 20 H 25 G 20 G 35 H 35 G 25 H 20 G 20 G 20 H 20 G 20 G 20 G 40 H 40 H 20 H 20 H 30 G 30 H 25 H 20 H 20H 25 G 25 G 20 G 20 G 45 H 20 H 20 G 45 H 25 H 20 G 45 H 25 H 25 G 45 H 20 G 60 G 60 20"x8"20"x6" 6"ø6"ø6"ø6"ø 12"x6" 16"x6" 4"ø4"ø6"ø 6"ø6"ø 8"x6" 6"ø 6"ø 6"ø 6"ø 16"x6"16"x6"6"ø 4"ø 12"x6" 4"ø4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 6"ø 6"ø 4"ø 4"ø 4"ø4"ø4"ø 6"ø 6"ø 4"ø 6"x6" 4"ø 4"ø 6"x6" 6"ø 6"ø 4"ø 6"ø 6"ø 6"ø 4"ø 6"ø 4"ø 8"x6" 6"ø 6"ø 4"ø UNIT A1 402 UNIT A2 403 UNIT A3 404 UNIT A4 405 UNIT D1 406 UNIT D2 407 UNIT D3 408 UNIT B1 409 TELECOM 436 EAST STAIR SOUTH CORRIDOR 440 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 4TH FLOOR EAST ENLARGED PLAN M417 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 4TH FLOOR EAST ENLARGED PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET / 1M417 / 1 M416 / 1M419 refer to unit 210 sheet M408 refer to unit 211 sheet M408 refer to unit 212 sheet M408 refer to unit 213 sheet M408 refer to unit 212 sheet M408 refer to unit 213 sheet M408 refer to unit 212 sheet M408 refer to unit 213 sheet M408 G 60 H 20 G 45 H 25 G 45 H 25 H 20 H 20 H 25 G 45G 45 H 25 H 20 G 45 H 25H 25 G 45 H 25 H 25 H 20 G 25 G 20 H 20 G 20 G 45 H 20 H 20 H 20 G 60 H 20 H 20 H 20 18"x6" 20"x6" 20"x6" 6"ø 6"ø 6"ø 20"x8"20"x6" 6"ø6"ø6"ø6"ø 12"x6" 16"x6" 4"ø4"ø6"ø 6"ø6"ø 4"ø 4"ø 4"ø 4"ø 4"ø 6"ø8"ø 8"x6" 4"ø 4"ø 6"ø 6"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 8"ø 6"ø 6"x6" 6"ø6"ø 4"ø 4"ø 6"ø 6"ø 6"ø 4"ø 8"x6" 6"ø 6"ø 6"ø UNIT D4 410 UNIT A5 411 UNIT A6 412 UNIT A7 413 UNIT A6 414 UNIT A7 415 UNIT A6 416 UNIT A8 417 SOUTH CORRIDOR 440 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 4TH FLOOR SOUTH ENLARGED PLAN M418 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 4TH FLOOR SOUTH ENLARGED PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 16"x30" 16"x30" / 1M416 / 1M418 refer to unit 218 sheet M409 refer to unit 202 sheet M407refer to unit 203 sheet M407refer to unit 202 sheet M407 FC-1 FC-3 FC-1 FC-2 FC-3 H 20 H 20 G 45 H 25 H 20 H 20 G 45 G 45 H 25 H 20 H 20 H 20 G 20 H 20 H 25 H 25 G 20 G 25 G 20 H 20 G 25 G 20 H 20 H 20 G 20 H 40 G 40 H 25 G 20 18"x6" 20"x6" 20"x6" 6"ø 6"ø 6"ø 6"ø 6"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 6"ø 6"ø 6"ø 6"ø 12"x6" 4"ø 4"ø 4"ø 4"ø 6"ø 6"ø 4"ø 4"ø 6"ø 6"ø 4"ø 4"ø 6"ø 4"ø 4"ø 6"ø6"x6" UNIT D5 418 UNIT D13 420 UNIT B4 422 UNIT A15 423 UNIT A13 424 UNIT A14 425 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 4TH FLOOR WEST ENLARGED PLAN M419 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 4TH FLOOR WEST ENLARGED PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 16"x30" 16"x30" / 1M416 refer to unit 226 sheet M410 refer to unit 227 sheet M410 refer to unit 228 sheet M410 refer to unit 229 sheet M410 refer to unit 230 sheet M410 G 20 G 25 G 20 H 20 H 25 H 20 G 20 G 20 G 20 G 25 G 20 G 35 G 20 G 35 G 20 G 20 G 20 G 25 G 20 G 20 G 45 H 20 H 20 H 20H 20 H 25 H 35 H 20 H 20 H 45 H 35 H 20 H 20 H 25 H 20 G 50 12"x6" 4"ø 6"ø 4"ø 4"ø 4"ø 4"ø 16"x6" 16"x6" 14"x6" 4"ø 4"ø 4"ø 4"ø 4"ø 6"ø 4"ø 6"ø 4"ø 4"ø 6"ø 4"ø 4"ø6"ø 6"ø8"x6"6"ø 6"ø 6"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 12"x6" UNIT B3 426 UNIT D8 427 UNIT D9 428 UNIT D10 429 UNIT D11 430 NORTH STAIR NORTH CORRIDOR 439 MAINTENANCE CLOSET 438 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 4TH FLOOR NORTH ENLARGED PLAN M420 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 4TH FLOOR NORTH ENLARGED PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 16"x30"16"x30" / 1M422 / 1M425 / 1M424 / 1M423 / 1M422 / 1 M424 refer to unit 201 sheet M406 refer to unit 234 sheet M406 refer to unit 233 sheet M406 refer to unit 232 sheet M406 refer to unit 231 sheet M406 G 20 H 20 G 25 G 20 H 25 H 20 H 20 G 45 G 45 H 25 H 20 G 25 H 25H 35 H 20G 20 G 20 G 25 H 20 H 25 G 10 I 60 H 20 H 20 H 20 G 20 H 20 G 50 H 50 H 45 6"ø 4"ø 4"ø 6"ø 12"x6" 6"ø 16"x6" 4"ø 20"x8"20"x6" 16"x6" 8"x6" 4"ø 6"ø 6"ø8"ø 4"ø 4"ø 6"ø 4"ø 4"ø 4"ø 6"ø 6"ø 8"ø 6"ø 6"ø 6"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 6"ø 6"ø 6"ø 6"ø4"ø 6"ø 6"x6" 6"x6" 4"ø4"ø4"ø 12"x6"12"x6" UNIT C1 501 UNIT D12 531 UNIT A11 532 UNIT A12 533 UNIT C2 534 ELEV 1 ELEV 2 CENTRAL STAIR NORTH STAIR TRASH ROOM 535 ELEVATOR LOBBY 538 NORTH CORRIDOR 539 ELEC/DATA 537 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 5TH FLOOR CORE ENLARGED PLAN M421 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 5TH FLOOR CORE ENLARGED PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET / 1M423/ 1M423 / 1M421 refer to unit 202 sheet M407refer to unit 203 sheet M407refer to unit 212 sheet M408 refer to unit 205 sheet M407 refer to unit 206 sheet M407 refer to unit 207 sheet M407 refer to unit 208 sheet M407 refer to unit 209 sheet M407 H 20 H 25 G 20 G 35 H 35 G 25 H 20 G 20 G 20 H 20 G 20 G 20 G 40 H 40 H 20 H 20 H 30 G 30 H 25 H 20 H 20H 25 G 25 G 20 G 20 G 45 H 20 H 20 G 45 H 25 H 20 G 45 H 25 H 25 G 45 H 20 G 60 G 60 20"x8"20"x6" 16"x6" 8"x6"6"ø 6"ø 6"ø 4"ø 4"ø 6"ø 6"ø6"ø 12"x6" 8"x6" 6"ø6"ø6"ø 6"ø 8"x6" 4"ø 6"ø 16"x6"16"x6"6"ø 16"x6" 6"ø 6"ø 6"ø 6"ø 6"ø4"ø 4"ø4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 6"ø 6"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 12"x6" 6"x6" 4"ø 6"x6" 6"ø 6"ø 6"ø 4"ø 4"ø 4"ø 4"ø 4"ø UNIT A1 502 UNIT A2 503 UNIT A3 504 UNIT A4 505 UNIT D1 506 UNIT D2 507 UNIT D3 508 UNIT B1 509 TELECOM 536 EAST STAIR SOUTH CORRIDOR 540 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 5TH FLOOR EAST ENLARGED PLAN M422 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 5TH FLOOR EAST ENLARGED PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 16"x30" / 1M422 / 1 M424 / 1M421 refer to unit 210 sheet M408 refer to unit 211 sheet M408 refer to unit 212 sheet M408 refer to unit 213 sheet M408 refer to unit 212 sheet M408 refer to unit 213 sheet M408 refer to unit 212 sheet M408 refer to unit 213 sheet M408 G 60 H 20 G 45 H 25 G 45 H 25 H 20 H 20 H 25 G 45G 45 H 25 H 20 G 45 H 25H 25 G 45 H 25 H 25 G 25 G 20 H 20 G 20 G 45 H 20 H 20 H 20 G 60 H 20 H 20 H 20 20"x6" 20"x6" 18"x6" 20"x8"20"x6" 16"x6" 8"x6"6"ø 6"ø 6"ø 4"ø 4"ø 6"ø 6"ø6"ø 12"x6" 8"x6" 4"ø 4"ø 4"ø 6"ø8"ø 4"ø 4"ø 6"ø 4"ø4"ø 4"ø 4"ø 4"ø 6"ø6"ø6"ø 4"ø 6"ø 8"x6" 4"ø 6"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 6"ø 6"ø 8"ø 6"ø H 20 UNIT D4 510 UNIT A5 511 UNIT A6 512 UNIT A7 513 UNIT A6 514 UNIT A7 515 UNIT A6 516 UNIT A8 517 TELECOM 536 ELEV 1 SOUTH CORRIDOR 540 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 5TH FLOOR SOUTH ENLARGED PLAN M423 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 5TH FLOOR SOUTH ENLARGED PLAN 35 CFM 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 16"x30" 16"x30" / 1M421 refer to unit 218 sheet M409 refer to unit 420 sheet M419 refer to unit 422 sheet M419 refer to unit 202 sheet M407refer to unit 203 sheet M407refer to unit 202 sheet M407 H 20 H 20 H 20 G 45 H 25 H 20 H 20 G 45 G 45 H 25 H 20 H 20 H 20 G 20 H 20 H 25 H 25 G 20 G 25 G 20 H 25 G 25 G 20 H 20 H 20 G 20 H 40 G 40 G 20 H 25 6"ø 20"x6" 20"x6" 18"x6" 6"ø 6"ø 6"ø 6"ø 4"ø 6"ø 4"ø 4"ø 4"ø 4"ø 6"ø 4"ø 6"ø 12"x6" 4"ø 4"ø 6"ø 6"ø 6"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 6"ø 6"ø 4"ø UNIT D5 518 UNIT D13 520 UNIT B4 522 UNIT A15 523 UNIT A13 524 UNIT A14 525 ELEVATOR LOBBY 538 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 5TH FLOOR WEST ENLARGED PLAN M424 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 5TH FLOOR WEST ENLARGED PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 16"x30" 16"x30" / 1M421 FC-1 FC-3 FC-3 FC-1 FC-1 G 20 H 20 G 20 H 20 G 20 H 20 H 20 G 20 H 35 G 35 H 20 G 20 G 50 H 50 G 45 6"ø 4"ø 4"ø 6"ø 12"x6" 6"ø 16"x6" 16"x6" 4"ø 4"ø4"ø 4"ø 14"x6" 6"ø 4"ø 4"ø 4"ø 4"ø 12"x6"12"x6" UNIT D14 527 UNIT B5 530 NORTH STAIR NORTH CORRIDOR 539 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 5TH FLOOR NORTH ENLARGED PLAN M425 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 5TH FLOOR NORTH ENLARGED PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET WASTE WASTE BELOW FLOOR VENT COLD HOT TEMPERED BALL VALVE GATE VALVE CHECK VALVE PRESSURE REDUCING VALVE VENT THRU ROOF VTR LEGEND 2 LINE PIPE -BORDER INDICATES TYPE RECIRCULATION AIR ADMITTANCE VALVE AAV ABOVE FINISH FLOOR AFF DOUBLE CHECK VALVE RPZ ASSEMBLY OS&Y VALVE ABOVE FINISH GRADE AFG CONCRETE CLEANOUT PVC SWEEP OR 45° PVC TEE CAST IRON RISER HOSE & HOSE BRACKET SERVICE FAUCET MOP HANGER VINYL BUMPER GUARD 2ND FLOOR 12' -0" 2ND FLOOR 406.54' SD-1 1 1/2" V 1 1/2" V 2" W WSHR-1 2" W 3" W 3" W 1. WSHR-1 DRAIN ELEVATION SHALL BE BETWEEN 36" AND 58" AFF. 2. INDIVIDUAL STAND PIPES FOR WSHR-1 SHALL BE MINIMUM OF 2" DIA AND SHALL EXTEND 30" ABOVE TRAP WEIR OF THE STANDPIPE TRAP. 3. EXCLUDING SD-1, FLOORS ABOVE SIMILAR. GENERAL NOTES: 2ND FLOOR 406.54' 3" W 2" W 2" W 3" W 1 1/2" V 2" V 2" W SD-1 WSHR-1 WSHR-1 30" Minimum 1. WSHR-1 DRAIN ELEVATION SHALL BE BETWEEN 36" AND 58" AFF. 2. INDIVIDUAL STAND PIPES FOR WSHR-1 SHALL BE MINIMUM OF 2" DIA AND SHALL EXTEND 30" ABOVE TRAP WEIR OF THE STANDPIPE TRAP. 3. EXCLUDING SD-1, FLOORS ABOVE SIMILAR. GENERAL NOTES: 2ND FLOOR 12' -0" 8-1/2" MINIMUM WALL CAVITY WC-3 L-2 OFFSET INTO 2"X6" WALL ABOVE BEAM PROVIDE 3" STREET BACKOUTLET CLOSET FLANGE ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION As indicated DETAIL, SHEDULES, & LEGEND P001 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT PLUMBING FIXTURE SCHEDULE TypeManufacturerModelDes criptionComments AD-1ZurnZ415B3" Dura-coated cast iron area drain with anchor flange, body collar with weepholes, 8"(203) diameter adjustable top with "Type B" polished nickel bronze light-duty strainer CO-1ZurnZ1400-BZ4" Dura-coated cast iron floor cleanout with 5” round adjustable gasketed nickel bronze top, removable gasketed brass cleanout plug, and no hub outlet. Polished Nickel Bronze Top CO-2ZurnZ1400-BZ4" Epoxy coated cast iron access housing with anchor flanges and extra heavy duty ductile iron cover. EWC-1ElkayLBWDC00BKCIn wall commercial filtered bottle filler, non refrigerated, ADA, Black color FD-1ZurnZ415B3" Dura-coated cast iron area drain with anchor flange, body collar with weepholes, 8"(203) diameter adjustable top with "Type B" polished nickel bronze light-duty strainer Provide Sureseal inline trap seal FD-2ZurnFD1-NH3-SS3" Adjustable floor drain with Cast iron body no hub outlet and clamp collar for use with water proof membrane, Stainless steel round strainer Provide Sureseal inline trap seal FD-3ZurnZ415B4" Dura-coated cast iron area drain with anchor flange, body collar with weepholes, Provide Sureseal inline trap seal HB-1ZurnZ1350-EZModerate climate narrow wall hydrant for flush installation. Provide Zurn 700XL lead free double check valve on supply HB-2ZurnZ1320XLLead-free, anti- siphon, exterior freeze proof wall hydrant for flush installation. Integrated backflow preventer 1/2 turn ceramic disc cartridge L-1IceraL-2420-ADAMuse Grande ADA compliant, under mount sink with overflow, White color L-1.1Delta559-SSMPU-DSTPivotal Single handle deck mount ADA lavatory faucet. EPA WaterSense. Stainless Steel color Provide 0.5 GPM Aerator L-2KohlerK-288220x16 undermount ADA vanity sink. White color L-2.1Delta559LF-BLMPUDeltra Trinsic single handle deck mount ada lavatory faucet. 1.2 GPM EPA WaterSense rated, Matte Black color MV-1Heat-TimerETS-252.5" Digital Mixing Valve Prepiped Assembly, 6 PSI Pressure drop at 178 GPM, Manual reset and programable safety valve, Minimum 0.5 GPM domestic flow. Part number 915800-25 RD-1ZurnZ165One-Piece Combination Roof Drain & Secondary Overflow 3" combination drain RD-2ZurnZ165One-Piece Combination Roof Drain & Secondary Overflow 2" combination drain RD-3ZurnZ165One-Piece Combination Roof Drain & Secondary Overflow 4" combination drain RDN-1ZurnZ199Downspout with Push-On Connection3" connection RDN-2ZurnZ199Downspou t with Push-On Connection2" connection RDN-3ZurnZ199Downspout with Push-On Connection4" connection S-1Blanco442079Quatrus TM R0 Medium Single bowl ADA undermount sink 25x18 5.5 " deep Provide Insinkerator badger 5 garabge disposal S-1.1Delta4159-AR-DSTTrinsic single handle deck mount kitchen faucet w/ 2-function pull out sprayer, Arctic Stainless Steel finish Provide 1.5 GPM adapter S-2Blanco442079Quatrus TM R0 Medium Single bowl ADA undermount sink 25x18 5.5 " deep S-2.1Delta9659-DSTTrinsic single handle kitchen faucet w magnetic docking pull down spray head, Chrome finish Provide 1.5 GPM adapter S-3FiatMSB362436x24x10 Molded stone mop sink Provide 832-AA Hose and Hose Bracket, 889-CC Mop Hanger, E-88-AA Stainless Steel Bumperguard, MSG3624 Stainless Steel Wall Guard S-3.1Fiat830-AA8" Wall mount faucet, solid cast brass body, with cast metal blade handles, wall brace, integral vacuum breaker, integral stops, pail hook, hose end and top brace. S-4ElkayEFRU211510T23.5X18.25 Stainless Steel undermount Sink, One Hole. 10" deep Provide Insinkerator badger 5 garabge disposal S-4.1Delta4159-BL-DSTSingle hole,Matte black ADA kitchen faucet.Provide RP61607 1.5 GPM Hose adapter SD-1Oatey37450Moda fire rated drain boxProvide 37532 solid faceplate insert and 37536 condensate funnel SHW-1Sterling72321100 48x34x3-1/8 Shower base, Color WhiteProvide Shower drain hair trap SHW-1.1ElkayLK943CCenterset 8" wall mounted faucet; 44" flexible hose with 1.6 GPM spray head, chrome finish SHW-2SwanSF03636MD.0103 6x36 Acrylix shower base; Walls by others. White color SHW-2.1DeltaDSS-Trinsic-1401BLMonitor 14 series ADA single function pressure balanced shower system with shower head and hand shower inlcudes rough-in valves 1.75 GPM EPA WaterSense rated. Matte Black color SHW-3SwanSF03248MD.01032x48 Acrylix shower base; Walls by others. White color SHW-3.1DeltaT14259-BLMonitor 14 series ADA pressure balanced single handle bath mixing valve trim. Shower only 1.75 GPM EPA WaterSense rated. Matte Black color Provide R10000 universal rough valve body SP-1ZoellerModel 53Submersible Sump Pump, magnetic float switch, 3/8" solids handling, stainless steel shaft and fasteners. T-1American Standard2390.202 ICH or 2391.202 ICHPrinceton ADA 60x30 Americast Tub with Integral Overflow, Left or Right as Required. Chrome Trim, White color T-1.1DELTAT14459-BLMonitor 14 series pressure balanced single handle bath mixing valve trim. Shower and tub 1.75 GPM EPA WaterSense rated. Matte Black color Provide R10000 universal rough valve body T-1.2DELTADSS-Trinsic-17041BLMonitor 17 series ADA pressure balanced tub and shower system with volume control, shower head, hand shower, and slide bar includes rough-in valves. 1.75 GPM EPA WaterSense rated. Matte Black color WC-1TotoCST794EFADA Elongated Toilet 1.28 GP, EPA WaterSense rated Cotton color WC-2American Standard2989.101Cadet 3 ADA Elongated Toilet 1.28 GPF. EPA WaterSense rated, EverClean surface. White color WC-3American Standard209AA137 or 209AA138Yorkville ADA Elongated Back Outlet Toilet, VorMax 1.28 gpf flush. EPA WaterSense rated. 1000 MaP flush score. EverClean surface. White color Provide 5055A65C Toilet seat WSHR-1Oatey37362Oatey Fire rated washing machine outlet box containing valve box and drain box. BOILER SCHEDULE TypeManufacturerModelGallonsDescriptionHeight, in.Type FuelRecovery GPHTemp. RiseVoltagePhaseWattsNotes WH-1CemlineB40EHB7240 gal40 Gal.72 KW Electric boiler4' - 7 1/2"Electric268110 °F208 V372000 SPECIALTY VALVE SCHEDULE TypeManufacturerModelDescriptionSize AV-1CaleffiNA5026Automatic Air Vent1 1/2" DCVA-1Zurn Wilkins350ASTBGStainless Steel Double Check Valve Assembly3"-3" DCVA-2Zurn Wilkins350ASTBGStainless Steel Double Check Valve Assembly6"-6" RPZ-1Zurn Wilkins375ASTStainless Steel Reduced Pressure Principle Assembly4"-4" VB-1WattsLFN36Vacuum Breaker1 1/2" ZV-1TacoV075C2D2ZA024Q4A 1 Normally closed when de-energized zone valve, lead free for potable use, 24 V Max temp 240 F 3/4"-3/4" ZV-2TacoV075C2D2ZB024Q4A 1 Normally open when de-energized zone valve, lead free for potable use, 24 V Max temp 240 F 3/4"-3/4" P001 AND ENERGY STAR NOTES: 1. THE DOMESTIC HOT WATER PLANT(S), CONTROLS , AND DISTRIBUTIONS SYSTEM SHALL BE MADE AVAILABLE TO ALLOW FOR THOROUGH INSPECTIONAND PERFORMANCE VERIFICATION. 2. THE DOMESTIC HOT WATER SYSTEM SHALL BE TESTED, INCLUDING ALL APPLICABLE FUNCTIONAL PERFORMANCE TEST CHECKLISTS, BY THE INSTALLATION CONTRACTOR TO DEMONSTRATE THE SYSTEM IS INSTALLED AND FUNCTIONING ACCORDING TO THE SPECIFICATION IN THE CONTRACT DOCUMENTS. 3. THE INSTALLATION CONTRACTOR AND/OR SYSTEM MANUFACTURER SHALL CONDUCT AN ON-SITE TRAINING WITH BUILDING MAINTENANCE STAFF TO REVIEW OPERATING PARAMETERS, CONTROLS, AND MAINTENANCE REQUIREMENTS OF THE DOMESTIC HOT WATER SYSTEM(S). 4. DOMESTIC HOT WATER STORAGE TANKS MUST BE INSULATED WITH MINIMUM R-12.5 INSULATION. 5. MEASURED HOT WATER TEMPERATURE AT ALL APARTMENT FIXTURES SHALL NOT EXCEED 125 F. 6. ALL SHOWERHEADS, LAVATORY FAUCETS, AND TOILETS (INCLUDING URINALS) IN APARTMENTS AND COMMON AREAS MUST BE EPA WATERSENSE LABELED AT TIME OF PURCHASE. WATERSENSE LABEL SHOULD BE CONFIRMED THROUGH WATERSENSE PRODUCT DIRECTORY. ALL KITCHEN FAUCETS MUST HAVE A RATED FLOW RATE EQUAL TO OR LESS THAN 2.0 GPM AT 80 PSI OR 1.5 GPM AT 60 PSI. 7. IF INSTALLED ON THE DOMESTIC HOT WATER RECIRCULATION SYSTEM, MIXING VALVES MUST BE SELF-CONTAINED OR ELECTRIC TYPE. MECHANICAL VALVES SHALL NOT BE SPECIFIED. 8. PROVIDE SUBMITTAL FOR ALL PLUMBING FIXTURES TO OWNER'S ENERGY CONSULTANT FOR REVIEW PRIOR TO PURCHASING. HEAT PUMP SCHEDULE TypeManufacturerModelDescription Heating COP ELECTRICAL Comments Capacity Btu/HrVoltagePhaseMCA HPWH-1SandenGS3-45HPA-USHeatpump water heater, C02 refrigerant 15,4005.2208 V113.0 A WATER STORAGE TANK SCHEDULE TypeManufacturerModelGallonsDescriptionHeightWeight, lbsNotes HWT-1SandenECO-505GLNST505Hot water storage tank7' - 8"150 PLUMBING FIXTURE GENERAL NOTES: 1. REFER TO DRAWINGS ID620, ID803,A600, A601, A602, A603, A610 AND A611, ASSOCIATED SHEETS AND DETAILS FOR ADDITIONAL PLUMBING FIXTURE INFORMATION AND EXACT LOCATIONS AND ELEVATIONS. FIXTURE TYPE MARKS WILL VARY BETWEEN PLUMBING, ARCHITECTURAL AND INTERIOR DESIGN DRAWINGS. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET ENERGY CODE COMPLIANCE NOTES: 1. ALL DOMESTIC HOT WATER AND RECIRCULATION PIPING MUST BE INSULATED PER 2020 ENERGY CONSERVATION CODE OF NYS SECTION C4040.4 AND TABLE C403.11.3 THIS INCLUDES ALL PIPING FROM THE HOT WATER HEATER OR RECIRCULATION LOOP TO PLUMBING FIXTURE( (BRANCH PIPING). IF A MANIFOLD SYSTEM IS USED IN THE APARTMENTS, THE HOT WATER PIPING BETWEEN THE MANIFOLD AND FIXTURE MUST BE INSULATED. DOMESTIC HOT WATER OR RECIRCULATION PIPEWITH A NOMINAL PIPE SIZE OF LESS THAN 1.5 INCHES MUST BE INSULATED WITH 1" THICK INSULATION. DOMESTIC HOT WATER OR RECIRCULATION PIPING WITH A NOMINAL PIPE SIZE EQUAL TO 1.5 INCHES OR MORE, MUST BE INSULATED WITH 1.5" THICK INSULATION. 2. PIPE INSULATION TO BE INSPECTED BY OWNER'S ENERGY CONSULTANT BEFORE ACCESS IS COVERED UP. 3. REFER TO SPECIFICATION 220700 FOR ALL PIPING INSULATION. PUMP SCHEDULE TypeManuf.ModelDescriptionFlowHeadRPMHPVoltagePhaseComments P-2BTaco009-SFSInline Circulator4 GPM10 ftH2O32500.13115 V1 P-2ATaco009-SFSInline Circulator4 GPM10 ftH2O32500.13115 V1 P-1Taco2450Inline Circulator15 GPM40 ftH2O34500.50115 V1 EXPANSION TANK SCHEDULE TypeManufacturerModelDescriptionNotes ET-1AmtrolSt-120VC68 gallon tank volume, 250 PSIG max working pressure, 200F max operating temperature 1 1 1 1 1 1 3/4" = 1'-0" 1 CLEANOUT 1/2" = 1'-0" 2 Mop Sink 1/4" = 1'-0" 3 TYPCIAL SINGLE WASHER BOX ASSEMBLY 1/4" = 1'-0" 4 TYPCIAL BACK TO BACK WASHER BOX ASSEMBLY 1 SANITARY RISER NOMENCLATURE RISER # -MAIN RISER RISER #.# -SUB RISER SPLIT ON VERTICAL RISER #(any letter) -SUB RISER SPLIT FROM MAIN RISER OR SUB RISER ON HORIZONTAL STORM RISER NOMENCLATURE RISER ST#-P -PRIMARY STORM RISER RISER ST#-S -SECONDARY STORM RISER RISER ST#/#-(S or P) -COMBINED PRIMARY OR SECONDARY STORM RISERS 1 1/4" = 1'-0" 5 TYPICAL BACK OUTLE TOILET UNITS 211-216 1 4" W -7' - 10 1/2" 10" W 4" W 4" W 6" W 6" W 4" W 6" W 4" W 6" W 10" W 6" W SP-1 SP-1 2" W 2" W 2" W 10" RL 3" W 4" W 4" W 3" W 4" W 2" W2" W 6" W 4" W 3" W 4" W 3" W 3" W 4" W 4" W 4" W 4" W 3" W 6" W 3" W 4" W 4" W 4" W 6" W 4" W 6" W 3" W CO-1CO-1 CO-1 -2' - 5 3/4" 10" RL 6" RL 3" RL 3" RL 4" RL OFFSET ABOVE GRADE BEAM OFFSET UP TO LOCATE PIPING IN CUT OUT ABOVE GRADE BEAM. COORDINATE WITH CIVIL 6" RL 3" RL 6" RL 4" RL 10" RL8" RL 6" RL 4" RL 4" RL 10" RL6" RL 3" RL 3" RL 3" RL 2" RL3" RL 4" RL 3" RL 4" RL 4" RL 4" RL6" RL 4" RL 3" RL 2" RL 3" RL 3" RL 2" RL 2" W 1/2" CW 1/2" CW 2" W RISER 1 RISER 2 RISER 3 RISER 4 RISER 5 RISER 6 RISER 7 RISER 8RISER 9RISER 10 RISER 11 RISER 12 RISER 13 RISER 14 RISER 15 RISER 16 RISER 17 RISER 18 RISER 19 RISER 20 RISER 21 RISER 22 RISER 23 RISER 24 RISER 25 RISER 26 RISER 27 4" W 3" W RISER 38 RISER 34 RISER 37RISER 36 RISER 35 RISER 33 RISER 32 RISER 31 RISER 30 RISER 28 RISER 29 RISER ST23-P -4' - 11 11/16" 6" CW COORDINATE WITH CIVIL COORDINATE WITH CIVIL COORDINATE WITH CIVIL 4" W 4" W 4" W 4" W 4" W 3" W 3" RL CO-1 4" W CO-2 RISER ST1-P RISER ST2-P RISER ST3-P RISER ST4-P RISER ST5-P RISER ST6-P RISER ST7-P AD-1 RISER ST8/9-P 6" RL COORDINATE WITH CIVIL COORDINATE WITH CIVIL COORDINATE WITH CIVIL COORDINATE WITH CIVIL RISER ST10/11-P RISER ST12/13-P 4" W 4" W FD-1 FD-1 3" W 2" V 4" W 2" V 2" V FD-3 S-3 8" RL6" RL 4" RL RISER ST14/15-P RISER ST22-P RISER ST18-P RISER ST21-P RISER ST19/20-P 4" W RISER ST16-P RISER ST17-P OFFSET AROUND ELECTRICAL BUS DUCT 4" W 2" W 4" W RISER 39 RISER 40 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 3/32" = 1'-0" UNDERSLAB DWV P100 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 3/32" = 1'-0" 1 UNDERSLAB DWV PLAN P100 NOTES: 1. ALL ROOF LEADERS WITHIN THE NORTHERN WING OF THE BUILDING SHALL TIE TO NORTH STORM BASINS, REFER TO CIVIL DRAWINGS. ALL OTHER ROOF LEADERS SHALL TIE TO THE STORM CONNECTION AT THE SOUTH-WEST CORNER OF THE BUILDING. REFER TO CIVIL DRAWINGS FOR THIS TIE-IN LOCATION. 2. ALL UNDERSLAB STORM DRAINAGE SHALL SLOPE A 1/16" / 1'. COORDINATE WITH STRUCTURAL DRAWINGS FOR ALL GRADE BEAM, PILE CAP AND FOOTER CROSS OVER. 3. SLEEVE ALL GRADE BEAM, PILE CAP AND FOOTER PENETRATIONS. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET N 1 / 1P404 / 1P403 / 1P405 / 1P402 / 1P401 / 1P401 / 1P402 / 1P401 / 1P404 / 1P403 / 1P403 / 1P401 RISER 38 RISER 34 RISER 37RISER 36 3" RL RISER 35 RISER 33 RISER 32 RISER 31 RISER 30 RISER 28 RESIDENT LOUNGE 107 FITNESS CENTER 108 YOGA STUDIO 109 PET RELIEF AREA 111BICYCLE ROOM 115 EXIT CORRIDOR 114 TRASH ROOM 116 CENTRAL STAIR ELEV 2 ELEV 1 WATER SERVICE ROOM 105 MAIL ROOM 103 PACKAGE ROOM 102 ELEVATOR LOBBY 106 RESTROOM 113 RESTROOM 112 PET SPA 110 LOBBY 101 LEASING OFFICE 104 COMMERCIAL TENANT SPACE 119 UTILITY CORRIDOR 117 TELECOM ROOM 118 ELECTRIC ROOM 122 EXIT CORRIDOR 125 EAST STAIR 123 STORAGE 123B STORAGE 124B NORTH STAIR STORAGE 130 VESTIBULE 100 RISER 29 RISER 1 RISER 2 RISER 3 RISER 4 RISER 5 RISER 6 3" RL 3" RL 4" RL 4" RL 4" W 4" W 4" W 4" W 4" W 4" W 4" W RISER 7 RISER 8 RISER 9RISER 10RISER 11RISER 12 RISER 13 RISER 14RISER 15 RISER 16 RISER 17 RISER 18 RISER 19 RISER 20 RISER 21 RISER 22 RISER 23 RISER 24 RISER 25 RISER 26 RISER 27 PARKING 126 RISER ST23-P RISER ST1-P RISER ST2-P RISER ST3-P RISER ST5-P RISER ST5-S RISER ST6-S RISER ST6-P RISER ST7-P RISER ST8/9-P RISER ST6/8/9-SRISER ST8/9-S RISER ST11-S RISER ST10/11-P RISER ST10/12-S RISER ST13 -S RISER ST10/12/13-S RISER ST12-P RISER ST13 -P RISER ST12/13-P RISER ST14/15-P RISER ST18-SRISER ST21-SRISER ST16/17-S RISER ST22-S RISER ST22-P RISER ST18-P RISER ST21 -P RISER ST19/20-P RISER ST19/20 -S RISER ST4-P 8"RPZ DRAIN ABOVE GRADE RISER ST16-P RISER ST17-P RISER 39 RISER 40 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 3/32" = 1'-0" 1ST FLOOR DWV P101 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 3/32" = 1'-0" 1 FIRST FLOOR DWV PLAN P101 NOTES: 1. ALL SANITARY AND ROOF DRAIN RISERS EXPOSED IN PARKING GARAGE SHALL BE PROVIDED WITH HEAT TRACE TAPE AND INSULATION. COORDINATE WITH ARCHITECT. 2. PROVIDE WALL CLEANOUT 1' AFF FOR EVERY SANITARY AND PRIMARY ROOF DRAIN RISER. COORDINATE WITH OWNER FOR ALL CLEANOUT LOCATIONS. 3. PROVIDE COLUMN MOUNTED STEEL PIPE PROTECTOR, BEACON BPGW SERIES OR SIMILAR FOR ALL EXPOSED SANITARY AND ROOF DRAIN PIPES THAT ARE NOT PROTECTED BY BOLLARD. LOCATE WALL CLEANOUTS 1' ABOVE PROTECTOR OR ACCESSIBLE BY PROTECTOR CLEANOUT ACCESS POINT IF APPLICABLE. 4. ALL EXPOSED SANITARY PIPES IN GARAGE SHALL BE CAST IRON. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 N 1 UNIT C1 201 UNIT A2 203 UNIT A3 204 UNIT A4 205 UNIT D2 207 UNIT D3 208 UNIT B1 209 UNIT D4 210 UNIT A5 211 UNIT A6 212 UNIT A7 213 UNIT A6 214 UNIT A7 215 UNIT A6 216 UNIT A8 217 UNIT D5 218 UNIT D7 221 UNIT D8 227 UNIT D9 228 UNIT D10 229 UNIT D11 230 UNIT D12 231 UNIT A11 232 TELECOM 236 EAST STAIR CENTRAL STAIR NORTH STAIR SOUTH CORRIDOR 240 ELEVATOR LOBBY 237 NORTH CORRIDOR 238 / 1P409 / 1P408 / 1P410 / 1P407 / 1P406 / 1P406 / 1P407 / 1P406 / 1P409 / 1P408 / 1P408 / 1P406 ELEV 2 ELEV 1 UNIT D1 206 UNIT A9 222 UNIT A10 223 UNIT A9 224 UNIT A10 225 UNIT D6 220 UNIT B3 226 ELEC/DATA 237 UNIT C2 234 UNIT A12 233 UNIT A1 202 TRASH ROOM 235 3" RL RISER 1 RISER 2.1 RISER 2.2ARISER 2.2B RISER 3 RISER 3A RISER 3B RISER 3C RISER 4.1 RISER 4.2RISER 4.1A RISER 4.1B RISER 4.1C RISER 4.2A RISER 4.2B RISER 5RISER 5ARISER 5B RISER 6 RISER 7 RISER 7C RISER 7B RISER 7A RISER 8.1B RISER 8.1 A RISER 8.2 RISER 9 RISER 10.1 RISER 10.2 RISER 11.1 RISER 11.2B RISER 11.2A RISER 11.2 RISER 12 RISER 13.1 RISER 13.2 RISER 14BRISER 14A RISER 15A RISER 15B RISER 16A RISER 16B RISER 16C RISER 16D RISER 16E RISER 16F RISER 14C RISER 17 RISER 18A RISER 18B RISER 18 RISER 19B RISER 19A RISER 21A RISER 21B RISER 22RISER 20 RISER 24 RISER 23 RISER 26 RISER 27 RISER 25 RISER 25A RISER 25B REFER TO RISER 10.2 AS SIMILAR RISER 25C REFER TO RISER 11.1 AS SIMILAR RISER 25D RISER 25H RISER 25I RISER 25G REFER TO RISER 11.1 AS SIMILAR RISER 25E REFER TO RISER 10.2 AS SIMILAR RISER 6A RISER 6BRISER 6C RISER 6D RISER 6E RISER 25F REFER TO RISER 25A FOR SIMILAR IDENTICAL TO WESTERN SIDE OF RISER 19 REFER TO RISER 19 AS SIMILAR RISER ST1-P RISER ST2-P RISER ST3-P RISER ST4-S RISER ST4-P RISER ST5-S RISER ST5-P RISER ST6-S RISER ST6-P RISER ST8-S RISER ST8-P RISER ST10-S RISER ST10-P RISER ST11-P RISER ST11-S RD-2 RD-2 RD-2 RISER ST9-P RISER ST9-S RISER ST7-S RISER ST7-P RISER ST12-P RISER ST12-S RISER ST13-S RISER ST13-P RISER ST14-S RISER ST14-P RISER ST15-S RISER ST15-P RISER ST16/17-S RISER ST16-P RISER ST17-P RISER ST18-P RISER ST18-S RISER ST22-S RISER ST22-P RISER ST19/20-S RISER ST19/20-P RISER ST21-P RISER ST21-S RISER ST19-P RISER ST19-S RISER ST14/15-P RISER ST8/9-P FLOORS ABOVE SIMILAR RISER 27.1 RISER 27.2 RISER 27.2A RISER 27.2B RISER 28 RISER 29.2DRISER 29.2C RISER 29.2B RISER 29.2A RISER 29.1 RISER 30.1 RISER 30.2B RISER 30.2A RISER 31.2 RISER 31.1 RISER 32.3 RISER 32.2 RISER 32.1 RISER 33A RISER 33B RISER 34.3 RISER 34.2 RISER 34.1 RISER 35.1 RISER 35.2 RISER 35.3 RISER 35.4 RISER 35.5RISER 40 RISER 39 RISER 39A RISER 39B RISER 39C RISER 37 RISER 36 RISER 38 RISER 31.1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 3/32" = 1'-0" 2ND FLOOR DWV P102 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 3/32" = 1'-0" 1 SECOND FLOOR DWV PLAN P102 NOTES: 1. PROVIDE VENT CONNECTION PER NYS PLUMBING CODE. 2. PROVIDE WSHR-1 FOR EACH APARTMENT IN WASHER CLOSET. 3. SD-1 CAN BE SHARED WITH ADJACENT APARTMENT. 4. REFER TO P001/3 AND P001/4 FOR TYPICAL WSHR-1/SD-1 DWV BASIS OF DESIGN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET N 1 UNIT C1 301 UNIT A1 302 UNIT A2 303 UNIT A3 304 UNIT A4 305 UNIT D1 306UNIT D2 307 UNIT D3 308 UNIT B1 309 UNIT D4 310 UNIT A5 311 UNIT A6 312 UNIT A7 313 UNIT A6 314 UNIT A7 315 UNIT A6 316 UNIT A8 317 UNIT D5 318 UNIT B2 319 UNIT A14 323 UNIT A14 325 UNIT B3 326 UNIT D8 327 UNIT D11 330 UNIT D12 331 UNIT A11 332 UNIT A12 333 UNIT C2 334 TELECOM 336 UNIT D6 320 EAST STAIR CENTRAL STAIR NORTH STAIR TRASH ROOM 335 ELEVATOR LOBBY 338 NORTH CORRIDOR 339 SOUTH CORRIDOR 340 / 1P414 / 1P413 / 1P415 / 1P412 / 1P411 / 1P411 / 1P412 / 1P411 / 1P414 / 1P413 / 1P413 / 1P411SOUTH CORRIDOR 339 ELEV 1 ELEV 2 UNIT A13 324 UNIT A13 322 ELEC/DATA 337 UNIT D9 328 UNIT D10 329 UNIT D7 321 RISER 1 RISER 2.1 RISER 2.2A RISER 2.2B RISER 3A RISER 3B RISER 3C RISER 4.1A RISER 4.1B RISER 4.1C RISER 4.2A RISER 4.2B RISER 5A RISER 5B RISER 6D RISER 6E RISER 6A RISER 6BRISER 6C RISER 7C RISER 7B RISER 7A RISER 8.1B RISER 8.1 A RISER 8.2 RISER 9 RISER 23 RISER 10.1 RISER 10.2RISER 11.2B RISER 11.2A RISER 21A RISER 21B RISER 19B RISER 19A IDENTICAL TO WESTERN SIDE OF RISER 19 REFER TO RISER 19 AS SIMILAR RISER 17 RISER 12 RISER 13.1 RISER 13.2 RISER 14BRISER 14A RISER 15A RISER 15B RISER 16A RISER 16B RISER 16C RISER 16D RISER 16E RISER 16F RISER 14C RISER 18ARISER 18B RISER 22RISER 20 RISER 24 RISER 25ARISER 25D RISER 25B REFER TO RISER 10.2 AS SIMILAR RISER 25C REFER TO RISER 11.1 AS SIMILAR RISER 25D RISER 25H RISER 25I RISER 25G REFER TO RISER 11.1 AS SIMILAR RISER 25E REFER TO RISER 10.2 AS SIMILAR RISER 25F REFER TO RISER 25A FOR SIMILAR RISER ST1-S RISER ST1-P RISER ST2-S RISER ST2-P RISER ST3-S RISER ST3-P RISER ST4-S RISER ST4-P RISER ST5-S RISER ST5-P RISER ST6-S RISER ST6-P RISER ST8-S RISER ST8-P RISER ST10-S RISER ST10-P RISER ST14-S RISER ST14-P RISER ST15-S RISER ST15-P RISER ST18-P RISER ST18-S RISER ST16/17-S RISER ST16-P RISER ST17-P RISER ST22-S RISER ST22-P RISER ST20-P RISER ST20-S RISER ST19-P RISER ST19-S RISER ST21-P RISER 27.1 RISER 27.2A RISER 27.2B RISER 28 RISER 29.2D RISER 29.2C RISER 29.2B RISER 29.2A RISER 29.1 RISER 30.1 RISER 30.2B RISER 30.2A RISER 26 RISER 31.2 RISER 32.2 RISER 32.1 RISER 33A RISER 33B RISER 34.3 RISER 34.2 RISER 34.1 RISER 35.1 RISER 35.2 RISER 35.3 RISER 39B RISER 39C RISER 37 RISER 36 RISER 38 RISER 39A RISER 31.1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 3/32" = 1'-0" 3RD FLOOR DWV P103 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 3/32" = 1'-0" 1 THIRD FLOOR DWV PLAN P103 NOTES: 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1. PROVIDE WSHR-1 FOR EACH APARTMENT IN WASHER CLOSET. REFER TO P001/3 AND P001/4 FOR WSH-1 DWV BASIS OF DESIGN 2. UNLESS OTHERWISE NOTED REFER SECOND FLOOR FOR SIMILAR DWV DESIGN N 1 UNIT C1 401 UNIT A1 402 UNIT A2 403 UNIT A3 404 UNIT A4 405 UNIT D1 406 UNIT D2 407 UNIT D3 408 UNIT B1 409 UNIT D4 410 UNIT A5 411 UNIT A6 412 UNIT A7 413 UNIT A6 414 UNIT A7 415 UNIT A6 416 UNIT A8 417 UNIT D5 418 UNIT D13 420 UNIT B4 422 UNIT A15 423 UNIT A13 424 UNIT A14 425 UNIT B3 426 UNIT D8 427 UNIT D9 428UNIT D10 429 UNIT D11 430 UNIT D12 431 UNIT A11 432 UNIT A12 433 UNIT C2 434 TELECOM 436 EAST STAIR CENTRAL STAIR NORTH STAIR TRASH ROOM 435 ELEVATOR LOBBY 438 NORTH CORRIDOR 439 / 1P419 / 1P418 / 1P420 / 1P417 / 1P416 / 1P416 / 1P417 / 1P416 / 1P419 / 1P418 / 1P418 / 1P416 HB-2 SOUTH CORRIDOR 440 ELEV 2 ELEV 1 ELEC/DATA 437 RISER 1 RISER 2.1 RISER 2.2A RISER 2.2B RISER 3A RISER 3B RISER 3C RISER 4.1A RISER 4.1B RISER 4.1C RISER 4.2A RISER 4.2B RISER 5A RISER 5B RISER 6D RISER 6E RISER 6A RISER 6BRISER 6C RISER 7C RISER 7B RISER 7A RISER 8.1B RISER 8.1 A RISER 8.2 RISER 9 RISER 23 RISER 10.1 RISER 10.2RISER 11.2B RISER 11.2A RISER 21A RISER 21B RISER 19B RISER 19A IDENTICAL TO WESTERN SIDE OF RISER 19 REFER TO RISER 19 AS SIMILAR RISER 17 RISER 12 RISER 13.1 RISER 13.2 RISER 14BRISER 14A RISER 15A RISER 15B RISER 16A RISER 16B RISER 16C RISER 16D RISER 16E RISER 16F RISER 14C RISER 18ARISER 18B RISER 22RISER 20 RISER 24 RISER 25A RISER 25B REFER TO RISER 10.2 AS SIMILAR RISER 25C REFER TO RISER 11.1 AS SIMILAR RISER 25D RISER 25H RISER 25I RISER 25G REFER TO RISER 11.1 AS SIMILAR RISER 25E REFER TO RISER 10.2 AS SIMILAR RISER 25F REFER TO RISER 25A FOR SIMILAR RISER ST2-S RISER ST2-P RISER ST3-S RISER ST3-P RISER ST1-S RISER ST1-P RISER ST4-S RISER ST4-P RISER ST5-S RISER ST5-P RISER ST6-S RISER ST6-P RISER ST8-S RISER ST8-P RISER ST10-S RISER ST10-P RISER ST8 -S RISER ST8-P RISER ST10-S RISER ST10-P RISER ST14-S RISER ST14-P RISER ST15-S RISER ST15-P RISER ST16/17-S RISER ST16-P RISER ST17-P RISER ST18-P RISER ST18-S RISER ST22-S RISER ST22-P RISER ST20-P RISER ST20-S RD-2 RD-2 RISER ST21-P RISER ST21-S RISER ST19-P RISER ST19-S RD-2 RISER 27.1 RISER 27.2A RISER 27.2B RISER 28 RISER 29.2D RISER 29.2C RISER 29.2A RISER 29.1 RISER 30.1 RISER 30.2B RISER 30.2A RISER 26 RISER 30.2AA RISER 30.2AB RISER 30.2AC RISER 33B RISER 35.2 RISER 35.3 RISER 39B RISER 39C RISER 39A ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 3/32" = 1'-0" 4TH FLOOR DWV P104 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 3/32" = 1'-0" 1 FOURTH FLOOR DWV PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET P104 NOTES: 1. PROVIDE WSHR-1 FOR EACH APARTMENT IN WASHER CLOSET. REFER TO P001/3 AND P001/4 FOR WSH-1 DWV BASIS OF DESIGN 2. UNLESS OTHERWISE NOTED REFER SECOND FLOOR FOR SIMILAR DWV DESIGN N 1 / 1P424 / 1P423 / 1P425 / 1P422 / 1P421 / 1P421 / 1P422 / 1P421 / 1P424 / 1P423 / 1P423 / 1P421 ? ? ELEVATOR LOBBY 537 NORTH CORRIDOR 538 SOUTH CORRIDOR 539 ELEV 1 ELEV 2 ELEC/DATA 537 UNIT D14 527 UNIT B5 530 UNIT D12 531 UNIT A11 532 UNIT A12 533 UNIT C2 534 TRASH ROOM 535 UNIT C1 501 CENTRAL STAIR UNIT A3 504 UNIT A2 503 UNIT A1 502 UNIT D1 506 EAST STAIR UNIT A4 505 UNIT B1 509 UNIT D3 508 UNIT D2 507 UNIT D4 510 UNIT A5 511 UNIT A6 512 UNIT A7 513 UNIT A6 514 UNIT A7 515 UNIT A6 516 UNIT A8 517 UNIT D5 518 UNIT D13 520 UNIT B4 522 UNIT A15 523 UNIT A13 524 UNIT A14 525 TELECOM 536 NORTH STAIR RISER ST1-S RISER ST1-P RISER ST2-S RISER ST2-P RISER ST3-S RISER ST3-P RISER ST4-S RISER ST4-P RISER ST5-S RISER ST5-P RISER 3B RISER 4.1A RISER 4.1B RISER 4.1C RISER 4.2A RISER 5A RISER 5B RISER 6D RISER 6E RISER 6A RISER 6BRISER 6C RISER 7C RISER 7B RISER 7A RISER 8.1B RISER 8.1 A RISER 8.2 RISER 9 RISER 23 RISER 10.1 RISER 10.2RISER 11.2B RISER 11.2A RISER 21A RISER 21B RISER 19A IDENTICAL TO WESTERN SIDE OF RISER 19 REFER TO RISER 19 AS SIMILAR RISER 17 RISER 12 RISER 13.1 RISER 13.2 RISER 14BRISER 14A RISER 15A RISER 15B RISER 16A RISER 16B RISER 16C RISER 16D RISER 16E RISER 16F RISER 14C RISER 18ARISER 18B RISER 22RISER 20 RISER 24 RISER 25A RISER 25B REFER TO RISER 10.2 AS SIMILAR RISER 25C REFER TO RISER 11.1 AS SIMILAR RISER 25D RISER 25I RISER 25G REFER TO RISER 11.1 AS SIMILAR RISER 25E REFER TO RISER 10.2 AS SIMILAR RISER 25F REFER TO RISER 25A FOR SIMILAR RISER ST6-S RISER ST6-P RISER ST8-S RISER ST8-P RISER ST10-S RISER ST10-P RISER ST14-S RISER ST14-P RISER ST15-S RISER ST15-P RISER ST16/17-S RISER ST16-P RISER ST17-P RD-1 RD-1 RISER ST18-P RISER ST18-S RISER ST22-S RISER ST22-P RISER 27.1 RISER 27.2A RISER 27.2B RISER 29.2D RISER 29.2C RISER 29.2A RISER 29.1 RISER 30.1 RISER 30.2B RISER 26 RISER 30.2AA RISER 30.2AB RISER 30.2AC RISER 33B RISER 35.2 RISER 35.3 RISER 39B RISER 39C RISER 39A ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 3/32" = 1'-0" 5TH FLOOR DWV P105 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 3/32" = 1'-0" 1 FIFTH FLOOR DWV PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET P105 NOTES: 1. PROVIDE SANITARY TO ALL FIXTURES PER NYS PLUMBING CODE TO SANITARY RISERS BELOW, REFER TO P101 FOR RISER LOCATIONS. REFER TO P502 FOR SIMILAR RISERS. 2. PROVIDE VENT CONNECTION PER NYS PLUMBING CODE. 3" MINIMUM VENT THROUGH ROOF. 3. PROVIDE WSHR-1 FOR EACH APARTMENT IN WASHER CLOSET. N 1 HWT-1 HWT-1 HWT-1 WH-1 ET-1 RD-3 RD-3 RD-1 RD-1 RD-1 RD-3 RD-3 RD-3 RD-3RD-3 RD-1 3" RL 3" RL 3" RL 3" RL 3" RL 3" RL DHW R101 FD-1 FD-1 FD-1 4" RL 4" RL 4" RL 4" RL 3" RL 3" RL 4" RL 4" RL 4" RL 4" RL 4" RL4" RL 4" RL 4" RL 4" RL4" RL 3" RL 3" RL CENTRAL STAIR RISER 23 3" W3" W 3" W RISER ST18-S RISER ST18-P RD-1 RISER ST4-S RISER ST4-P RISER ST5-S RISER ST5-P RISER ST14-S RISER ST14-P RISER ST15-S RISER ST15-P RISER ST8-S RISER ST8-P RISER ST10-S RISER ST10-P RISER ST6-S RISER ST6-P RISER ST3-S RISER ST3-P RISER ST16/17-S RISER ST17-P RISER ST16-S RISER ST17-S RISER ST16-P RISER ST22-S RISER ST22-P 3"VTR 1 1/2" V 2" V 3"VTR 1 1/2" V 3"VTR 3"VTR 3" V 3"VTR 2" V1 1/2" V 2" V 3"VTR 3"VTR 2" V 1 1/2" V 3"VTR 1 1/2" V 3"VTR 1 1/2" V 3"VTR 2" V 3"VTR 3"VTR 1 1/2" V 3"VTR 3"VTR 3" V 2" V 3" V 2" V 4"VTR 3"VTR 3" V 2" V 3"VTR 1 1/2" V 3"VTR3"VTR 3"VTR 2" V 2" V 3"VTR 3"VTR 3"VTR 2" V 3"VTR 3"VTR 1 1/2" V 3"VTR 3"VTR 3"VTR 3"VTR 3"VTR 3"VTR 1 1/2" V 3" V 3"VTR 3"VTR 3"VTR 3"VTR 3"VTR 3" V 3" V 3"VTR 1 1/2" V 2" V 1 1/2" V 2" V 2" V 2" V 3"VTR 3"VTR 2" V 3" V 3" V 3" V 3" V 3"VTR 1 1/2" V 3"VTR 3"VTR2" V MV-1 ERV-3 ERV-2 ERV-4 EF-1 EF-2 ERV-1 HB-2 3"VTR 3"VTR 3"VTR 3"VTR 2" V 2" V 1 1/2" V 3"VTR 3"VTR 3"VTR 3"VTR 3" V 3" V 2" V 2" V 3"VTR 3"VTR2" V 3"VTR 1 1/2" V 3"VTR 2" V 3"VTR 1 1/2" V 3"VTR 2" V 3"VTR 3"VTR 3"VTR 3" V 2" V ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 3/32" = 1'-0" ROOF PLAN P106 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 3/32" = 1'-0" 1 ROOF PLUMBING PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET N P106 NOTES: 1. ALL VENT THROUGH ROOF SHALL BE 3" MINIMUM. 2. ALL HORIZONTAL VENTING SHOWN IS RUN WITHIN THE 5TH FLOOR CEILING CAVITY. 1 COORDINATE WITH CIVIL ALTERNATE -GAS SERVICE AND ASSOCIATED GAS PIPING TO SPRINKLER SERVICE 3" GAS COORDINATE WITH CIVIL 1 1/2" CW HB-2 WC-1WC-1 L-1L-1 SHW-1 SHW-1.1 S-2 S-1 EWC-14" CW UP 1 1/2" CW TO COMMERCIAL SPACES, CAP AND VALVE FOR FUTURE USE. 3/4" TW 1 1/2" TW 1 1/2" TW 1" TW 1 1/4" TW 1" TW 1/2" TW UP UP UPUP UP UP COMMERCIAL TENANT SPACE 119 UTILITY CORRIDOR 117 TELECOM ROOM 118 EAST STAIR 123STORAGE 123B EXIT CORRIDOR 125 STORAGE 130 ELECTRIC ROOM 122 NORTH STAIR STORAGE 124B FITNESS CENTER 108 RESIDENT LOUNGE 107 PACKAGE ROOM 102 MAIL ROOM 103 LOBBY 101LEASING OFFICE 104 WATER SERVICE ROOM 105 CENTRAL STAIR ELEV 2 ELEV 1 TRASH ROOM 116 EXIT CORRIDOR 114 BICYCLE ROOM 115 PET RELIEF AREA 111 YOGA STUDIO 109 PET SPA 110 HB-2 WALL HYDRANT AND SUPPLY PIPING SHALL HIDDEN BELOW BENCH, COORDINATE WITH ARCHITECT. RESTROOM 112 RESTROOM 113 1/2" PEX UNDER SLAB TO HB-2 TO COFFEE MAKER PROVIDE THREADED HOSE BIB CONNECTION WITH KEYED VALVE. 6' AFF 1 1/2" TW 1/2" CW 1/2" TW 1/2" CW 1" CW 1/2" CW 1/2" TW 1" TW 3/4" CW 1" TW 1" TW 1/2" CW 1/2" CW 1/2" CW 1/2" CW 1/2" CW 1/2" TW 1/2" CW 6" CW VESTIBULE 100 DCVA-1 RPZ-1 DCVA-2 1/2" TW 3 P507 3" GAS PROVIDE ACCESS PANEL FOR BALL VALVES, COORDINATE LOCATION WITH OWNER. COLD WATER CONNECTION FOR FIREPLACE PROVIDE SHUT OFFS ACCESSIBLE WITH CABINET PEX UNDERSLAB PEX UNDERSLAB S-3 CAP AND VALVE FOR FUTURE CONNECTION 1 CENTER ON PIER, ALIGN WITH FDC. PROVIDE RODENT SCREEN AND BACKWATER FLAPPER. 1/8" / 1'-0" 8"RPZ DRAIN 0' - 11 9/16" PARKING 126 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 3/32" = 1'-0" 1ST FLOOR DOMESTIC PIPING & GAS P201 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 3/32" = 1'-0" 1 FIRST FLOOR DOMESTIC WATER PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET N HB-2 HB-2 HB-2 2" TW 1 1/2" TW 1 1/2" CW 2" TW 1 1/4" TW 1 1/4" CW 1 1/2" CW 1 1/2" TW 1" TW 1" CW 1" TW 3/4" TW1 1/2" TW 1 1/2" CW 1 1/2" CW 1" TW 1 1/4" TW 1 1/4" CW 3/4" TW 2 1/2" CW 2 1/2" TW 2 1/2" TW 2 1/2" CW 2 1/2" CW 2 1/2" TW 1 1/2" TW 1 1/2" CW 1 1/4" CW 1 1/4" TW 2 1/2" CW2" CW 2" TW 2 1/2" TW 1 1/2" CW 1 1/2" TW 2" TW 2" CW 1 1/4" TW 1 1/4" CW 1 1/2" CW 1 1/2" TW L-2 WC-2 WSHR-1 S-4 1" CW 1" TW TYPICAL 1 BATHROOM DOMESTIC LAYOUT 1 1/4" CW 1" CW 1" TW 1" CW 1" TW 1" CW 1" TW 1" TW 1" CW SHW-1SHW-1 L-2 L-2 L-2 WC-2 WC-2 WC-2L-2 T-1 L-2 WC-2 S-4 S-4 T-1 WC-2 L-2 T-1 WC-2 L-2 S-4 S-4 T-1 L-2WC-2L-2 WC-2 SHW-2 SHW-2 WC-2L-2 T-1 L-2 WC-2 T-1S-4 S-4 WC-2 L-2 T-1 T-1L-2 WC-2 S-4 SHW-2 L-2WC-2 T-1 WC-2L-2 L-2 WC-2 T-1 S-4 S-4 S-4 L-2WC-2 T-1 T-1 L-2WC-2 S-4 WC-2L-2 T-1 WSHR-1 L-2WC-2 T-1 WC-2 L-2 SHW-3 S-4 T-1 WC-2 L-2 SHW-2 L-2WC-2 WC-2L-2SHW-2 S-4 S-4 S-4 L-2WC-2 T-1 WC-2 L-2 L-2 SHW-2 WC-2 T-1 L-2 S-4S-4S-4 L-2WC-3WC-3L-2 T-1 T-1T-1T-1 L-2WC-3 L-2 WC-3 S-4S-4S-4S-4 T-1T-1 L-2WC-3 WC-3L-2 S-4 WC-2L-2 T-1 T-1 WC-2 L-2 T-1 WC-2 WC-2 T-1 L-2WC-2 T-1 S-4 S-4S-4 S-4S-4 S-4 T-1 L-2 WC-2 L-2 L-2 S-4 S-4 T-1 L-2 WC-2 T-1 WC-2 L-2 SHW-2 WC-2L-2 S-4 T-1 WC-2 L-2 L-2L-2WC-2 T-1 T-1 WC-2 L-2 L-2 WC-2 T-1 S-4 UNIT D9 228 UNIT D10 229 UNIT D8 227UNIT D11 230 UNIT B3 226 UNIT D12 231 NORTH STAIR NORTH CORRIDOR 239 UNIT A11 232 UNIT A12 233 ELEC/DATA 237 UNIT C2 234 TRASH ROOM 235 UNIT C1 201 CENTRAL STAIR ELEV 2 ELEV 1 ELEVATOR LOBBY 238 UNIT A10 225 UNIT A9 224 UNIT A10 223 UNIT A9 222 SOUTH CORRIDOR 240 UNIT D7 221 UNIT D6 220 UNIT B2 219 UNIT D5 218 UNIT A8 217 UNIT A6 216 UNIT A7 215 UNIT A6 214UNIT A7 213 UNIT A6 212 UNIT A5 211UNIT D4 210 TELECOM 236 UNIT A1 202 UNIT A2 203 UNIT A3 204 UNIT A4 205 UNIT B1 209 UNIT D3 208 EAST STAIR UNIT D1 206 UNIT D2 207 TYPICAL 1 BATHROOM DOMESTIC CW AND TW RISER 1 1/4" CW 1" TW 1 1/4" CW 1 1/4" CW 1 1/4" CW 1/2" CW ACCESS PANEL LOW, HALLWAY FACING ACCESS PANEL LOW, HALLWAY FACING CW & TW RISER CW & TW RISER ACCESS PANEL CLOSET FACING ACCESS PANEL CLOSET FACING CW & TW RISER CW & TW RISER ACCESS PANEL CLOSET FACING CW & TW RISER ACCESS PANEL LOW, HALLWAY FACING CW & TW RISER ACCESS PANEL CLOSET FACING CW & TW RISER ACCESS PANEL LOW, HALLWAY FACING CW & TW RISER CW & TW RISER CW & TW RISER ACCESS PANEL BEDROOM FACING CW & TW RISER ACCESS PANEL LOW, HALLWAY FACING CW & TW RISER CONNECT HB-2 SUPPLY TO RISER INDEPENDENT OF DOMESTIC MANIFOLD. PROVIDE BALL VALVE WITH ACCESS PANEL. HB-2 FLOW SHALL NOT PASS THROUGH DOMESTIC SUB METER. 1/2" CW ACCESS PANEL LOW, HALLWAY FACING CW & TW RISER ACCESS PANEL LOW, HALLWAY FACING CW & TW RISER 1/2" CW CONNECT HB-2 SUPPLY TO RISER INDEPENDENT OF DOMESTIC MANIFOLD. PROVIDE BALL VALVE WITH ACCESS PANEL. HB-2 FLOW SHALL NOT PASS THROUGH DOMESTIC SUB METER. ACCESS PANEL LOW, HALLWAY FACING TYPICAL 2 BATHROOM CW & TW RISER CW & TW RISER ACCESS PANEL LOW, HALLWAY FACING CW & TW RISER ACCESS PANEL LOW, HALLWAY FACING CW & TW RISER 1 1/2" TW ACCESS PANEL LOW, HALLWAY FACING 1 1/2" CW DN 1" TW 1" TW CW & TW RISER ACCESS PANEL CLOSET FACING ACCESS PANEL CLOSET FACING CW & TW RISER 3/4" CW ACCESS PANEL LOW, HALLWAY FACING CW & TW RISER 1" TW ACCESS PANEL LOW, HALLWAY FACING ACCESS PANEL LOW, HALLWAY FACING CW & TW RISERCW & TW RISER ACCESS PANEL BATHROOM FACING, BEHIND DOOR SWING CW & TW RISER ACCESS PANEL BATHROOM FACING, BEHIND DOOR SWING ACCESS PANEL BATHROOM FACING, BEHIND DOOR SWING CW & TW RISER CW & TW RISER ACCESS PANEL BATHROOM FACING, BEHIND DOOR SWING SECOND FLOOR ONLY. TW AND CW SUPPLY SHALL BE PROVIDED UNDER FOOT OF VANITY ABOVE FLOOR TOP COAT FOR SECOND FLOOR ONLY. TW AND CW SUPPLIES TO SINK S-4 BELOW PLANK WITHIN PARKING GARAGE CEILING CAVITY. PROVIDE 3-5 W/FT SELF REGULATING HEAT-TRACE TAPE AND 3" INSULATION WITHIN PARKING GARAGE CEILING CAVITY. COORDINATE WITH ELECTRICAL CONTRACTOR. 1/4" CW REFRIGERATOR SUPPLY SHALL BE TEE'D OFF KITCHEN SUPPLY AT MANIFOLD. FOR SECOND FLOOR ONLY. TW AND CW SUPPLIES TO SINK S-4 BELOW PLANK WITHIN PARKING GARAGE CEILING CAVITY. PROVIDE 3-5 W/FT SELF REGULATING HEAT-TRACE TAPE AND 3" INSULATION WITHIN PARKING GARAGE CEILING CAVITY. COORDINATE WITH ELECTRICAL CONTRACTOR. 1/4" CW REFRIGERATOR SUPPLY SHALL BE TEE'D OFF KITCHEN SUPPLY AT MANIFOLD. CONNECT HB-2 SUPPLY TO RISER INDEPENDENT OF DOMESTIC MANIFOLD. PROVIDE BALL VALVE WITH ACCESS PANEL. HB-2 FLOW SHALL NOT PASS THROUGH DOMESTIC SUB METER. ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 3/32" = 1'-0" 2ND FLOOR DOMESTIC PIPING P202 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 3/32" = 1'-0" 1 SECOND FLOOR DOMESTIC WATER PLAN P202 NOTES: 1. REFER TO P505 FOR ISOMETRICS, TYPICAL APARTMENT LAYOUTS AND RISERS. 2. ALL ACCESS PANEL LOCATIONS APPROXIMATE. COORDINATE WITH ARCHITECTURAL DRAWINGS FOR EXACT LOCATION AND ELEVATION. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET N 1 UNIT C1 301 UNIT A1 302 UNIT A3 304 UNIT A4 305 UNIT D1 306UNIT D2 307 UNIT D3 308 UNIT B1 309 UNIT D4 310 UNIT A5 311 UNIT A6 312 UNIT A7 313 UNIT A6 314 UNIT A7 315 UNIT A6 316 UNIT A8 317 UNIT B2 319 UNIT A14 325 UNIT B3 326 UNIT D8 327 UNIT D9 328 UNIT D10 329 UNIT D11 330 UNIT D12 331 UNIT A11 332 UNIT A12 333 UNIT C2 334 TELECOM 336 UNIT D6 320 EAST STAIR NORTH STAIR TRASH ROOM 335 SOUTH CORRIDOR 340 ELEVATOR LOBBY 337 NORTH CORRIDOR 338 ELEV 2 ELEV 1 CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISERCW & TW RISER 3" CW 3" TW CW & TW RISERCW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER 1/2" RW L-2 L-2 S-4 T-1 L-2 L-2 SHW-2 S-4 L-2SHW-2 S-4 T-1T-1T-1 T-1 L-2L-2L-2 WSHR-1 S-4 T-1 L-2 L-2 SHW-3 L-2 S-4S-4 L-2 L-2 T-1 L-2L-2 L-2 SHW-1 L-2 T-1 L-2 T-1 SHW-2 SHW-2 L-2 L-2 T-1 T-1 L-2 L-2 SHW-2 L-2 T-1 L-2 T-1 T-1 S-4 T-1 L-2 L-2 L-2 SHW-2 S-4 T-1 L-2 T-1 L-2 T-1 L-2 T-1 L-2 T-1 L-2 T-1 L-2 T-1 L-2 S-4S-4S-4S-4S-4S-4S-4 T-1 L-2 L-2 T-1 S-4 T-1 L-2 T-1 L-2 T-1 L-2 T-1 L-2 T-1 L-2 S-4S-4 S-4 S-4 S-4 S-4 S-4 SHW-2 L-2 S-4 S-4 S-4 S-4 S-4 S-4 S-4 S-4 S-4 S-4 FD-1 SHW-1 T-1 L-2 L-2 L-2 L-2 L-2 L-2 L-2T-1T-1 T-1T-1 T-1 T-1 WC-2 WC-2 WC-2 WC-2 WC-2 WC-2 WC-2 WC-2 WC-2 WC-2 WC-2 WC-2 WC-2 WC-2 WC-2WC-2 WC-2 WC-2 WC-2 WC-2 WC-2 WC-2 WC-2 WC-2WC-2 WC-2WC-2 WC-2 WC-2WC-2WC-2WC-2 WC-2 WC-2WC-2WC-2 WC-2 WC-2 WC-2 WC-2 WC-2 WC-2 WC-2 ELEC/DATA 337 UNIT A13 324 UNIT A14 323 UNIT A13 322 UNIT D7 321 UNIT D5 318 CENTRAL STAIR UNIT A2 303 1/2" RW UP CW & TW RISER 1" TW 1" CW CW & TW RISER 1" TW 1" CW ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 3/32" = 1'-0" 3RD FLOOR DOMESTIC PIPING P203 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 3/32" = 1'-0" 1 THIRD FLOOR DOMESTIC WATER PLAN P203 NOTES: 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1. REFER TO P505 FOR ISOMETRICS, TYPICAL APARTMENT LAYOUTS AND RISERS. 2. UNLESS OTHERWISE NOTED REFER TO P202 FOR ACCESS PANEL LOCATIONS. 3. ALL ACCESS PANEL LOCATIONS APPROXIMATE. COORDINATE WITH ARCHITECTURAL DRAWINGS FOR EXACT LOCATION AND ELEVATION. N 1 UNIT C1 401 UNIT A2 403 UNIT A3 404 UNIT A4 405 UNIT D1 406 UNIT D3 408 UNIT B1 409 UNIT D4 410 UNIT A5 411 UNIT A6 412 UNIT A7 413 UNIT A6 416 UNIT A8 417 UNIT D5 418 UNIT D13 420 UNIT A13 424 UNIT A14 425 UNIT B3 426 UNIT D8 427 UNIT D9 428UNIT D10 429 UNIT D11 430 UNIT D12 431 UNIT A11 432 UNIT A12 433 UNIT C2 434 TELECOM 436 EAST STAIR CENTRAL STAIR NORTH STAIR TRASH ROOM 435 ELEVATOR LOBBY 438 NORTH CORRIDOR 439 SOUTH CORRIDOR 440 3" CW 3" TW CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER 1/2" RW L-2 L-2 HB-2 WSHR-1 WSHR-1 L-2 L-2 T-1 L-2L-2 L-2 SHW-1 L-2 T-1 L-2 T-1 SHW-2 SHW-2 L-2 L-2 T-1 T-1 L-2 L-2 SHW-2 L-2 T-1 L-2 T-1 T-1 T-1T-1 T-1 L-2L-2L-2 S-4S-4S-4 T-1 L-2 T-1 L-2 T-1 L-2 T-1 L-2 S-4 S-4 T-1 L-2 L-2 L-2 SHW-2 S-4 T-1 L-2 T-1 L-2 T-1 L-2 T-1 L-2 T-1 L-2 T-1 L-2 T-1 L-2 S-4S-4S-4S-4S-4S-4S-4 T-1 L-2 L-2 T-1 S-4 T-1 L-2 T-1 L-2 T-1 L-2 T-1 L-2 T-1 L-2 S-4S-4 S-4 S-4 S-4 S-4 S-4 SHW-2 L-2 S-4 S-4 S-4 S-4 S-4 S-4 S-4 S-4 S-4 S-4 RD-2 RD-2 RD-2FD-1 SHW-1 T-1 L-2 L-2 L-2 L-2 L-2 L-2 L-2T-1T-1 T-1T-1 T-1 T-1 WC-2 WC-2 WC-2 WC-2 WC-2 WC-2 WC-2 WC-2 WC-2 WC-2 WC-2 WC-2 WC-2 WC-2 WC-2 WC-2WC-2 WC-2WC-2 WC-2 WC-2 WC-2 WC-2 WC-2WC-2WC-2WC-2WC-2WC-2 WC-2 WC-2 WC-2 WC-2WC-2 WC-2 WC-2 WC-2 WC-2 WC-2 WC-2 WC-2 3/4" RW ELEC/DATA 437 UNIT B4 422 UNIT D2 407 UNIT A7 415 UNIT A6 414 UNIT A15 423 UNIT A1 402 TYPICAL DOMESTIC RISER CW & TW RISER 1/2" RW 1/2" RW UP 3/4" CW 3/4" TW UP UP 3/4" CW 3/4" TW UP UP 1/2" CW CW & TW RISER ACCESS PANEL LOW, HALLWAY FACING ACCESS PANEL CLOSET FACING CONNECT HB-2 SUPPLY TO RISER INDEPENDENT OF DOMESTIC MANIFOLD. PROVIDE BALL VALVE WITH ACCESS PANEL. HB-2 FLOW SHALL NOT PASS THROUGH DOMESTIC SUB METER. ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 3/32" = 1'-0" 4TH FLOOR DOMESTIC PIPING P204 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 3/32" = 1'-0" 1 FOURTH FLOOR DOMESTIC WATER PLAN P204 NOTES: 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET N 1. REFER TO P505 FOR ISOMETRICS, TYPICAL APARTMENT LAYOUTS AND RISERS. 2. UNLESS OTHERWISE NOTED REFER TO P202 FOR ACCESS PANEL LOCATIONS. 3. ALL ACCESS PANEL LOCATIONS APPROXIMATE. COORDINATE WITH ARCHITECTURAL DRAWINGS FOR EXACT LOCATION AND ELEVATION. 1 UNIT C1 501 UNIT A1 502 UNIT A2 503 UNIT A3 504 UNIT A4 505 UNIT D1 506 UNIT D2 507 UNIT D3 508 UNIT B1 509 UNIT D4 510 UNIT A5 511 UNIT A6 512 UNIT A7 513 UNIT A6 514 UNIT A7 515 UNIT A6 516 UNIT A8 517 UNIT D5 518 UNIT D13 520 UNIT B4 522 UNIT A15 523 UNIT A13 524 UNIT D12 531 UNIT A11 532 UNIT A12 533 UNIT C2 534 EAST STAIR CENTRAL STAIR NORTH STAIR TRASH ROOM 535 ELEVATOR LOBBY 538 NORTH CORRIDOR 539 SOUTH CORRIDOR 540 1" RW CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISERCW & TW RISERCW & TW RISERCW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER 1/2" RW 1" RW RD-1 RD-1 L-2 T-1 T-1 T-1 L-2 L-2 L-2 L-2 SHW-3 L-2 L-2 SHW-2 L-2 T-1 L-2 T-1 T-1 T-1T-1 T-1 L-2L-2L-2 S-4S-4S-4 T-1 L-2 T-1 L-2 T-1 L-2 S-4 S-4 T-1 L-2 L-2 L-2 SHW-2 S-4 T-1 L-2 T-1 L-2 T-1 L-2 T-1 L-2 T-1 L-2 T-1 L-2 T-1 L-2 S-4S-4S-4S-4S-4S-4S-4 T-1 L-2 L-2 T-1 S-4 T-1 L-2 T-1 L-2 T-1 L-2 T-1 L-2 T-1 L-2 S-4S-4 S-4 S-4 S-4 S-4 S-4 SHW-2 L-2 S-4 S-4 S-4 S-4 S-4 S-4 S-4 S-4 FD-1 L-2 L-2 L-2 L-2 L-2 L-2 L-2T-1T-1 T-1T-1 T-1 T-1 WC-2 WC-2 WC-2 WC-2 WC-2 WC-2 WC-2 WC-2 WC-2 WC-2 WC-2 WC-2 WC-2 WC-2 WC-2 WC-2 WC-2WC-2WC-2WC-2 WC-2WC-2WC-2 WC-2 WC-2WC-2 WC-2 WC-2 WC-2 WC-2 WC-2 WC-2 WC-2 WC-2 WC-2 WC-2 HB-2 UNIT B5 530 UNIT D14 527 ELEC/DATA 537 UNIT A14 525 ELEV 2 ELEV 1 WC-2 UP 3" TW 3" CWUP UP CW & TW RISER HB-1 HB-1 1/2" TW 1/2" CW FROM BELOW ACCESS PANEL LOW, HALLWAY FACING CONNECT HB-2 SUPPLY TO RISER INDEPENDENT OF DOMESTIC MANIFOLD. PROVIDE BALL VALVE WITH ACCESS PANEL. HB-2 FLOW SHALL NOT PASS THROUGH DOMESTIC SUB METER. 1" RW ACCESS PANEL CLOSET FACING ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 3/32" = 1'-0" 5TH FLOOR DOMESTIC PIPING P205 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 3/32" = 1'-0" 1 FIFTH FLOOR DOMESTIC WATER PLAN P205 NOTES: 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET N 1. REFER TO P505 FOR ISOMETRICS, TYPICAL APARTMENT LAYOUTS AND RISERS. 2. UNLESS OTHERWISE NOTED REFER TO P202 FOR ACCESS PANEL LOCATIONS. 3. ALL ACCESS PANEL LOCATIONS APPROXIMATE. COORDINATE WITH ARCHITECTURAL DRAWINGS FOR EXACT LOCATION AND ELEVATION. 1 FD-2FD-2 FD-3 FD-1 FD-2 S-3 PROVIDE CONDENSATE DRAIN FC-4, FC-7 AND FC-9 TO S-3 WITH AIRGAP. FC-5 FC-6 FC-7 FC-9 PROVIDE DRAIN FOR FC-5 AND FC-6 CONDENSATE TO SD-1 3/4" CND 3/4" CND PET RELIEF AREA 111 YOGA STUDIO 109 PET SPA 110RESTROOM 112 RESTROOM 113 BICYCLE ROOM 115 EXIT CORRIDOR 114 TRASH ROOM 116 CENTRAL STAIR ELEV 2 ELEV 1 WATER SERVICE ROOM 105 COMMERCIAL TENANT SPACE 119 UTILITY CORRIDOR 117 LEASING OFFICE 104 LOBBY 101 RESIDENT LOUNGE 107 PACKAGE ROOM 102 MAIL ROOM 103 ELEVATOR LOBBY 106 VESTIBULE 100 FC-4 SD-1 FC-4 PROVIDE CONDENSATE DRAIN FOR FC-4 TO S-3 WITH AIRGAP 3/4" CND 3/4" CND UNIT D2 207 3/4" CND 3/4" CND FC-3 FC-2 FC-2 SD-1 CONDENSATE MAIN IN SECOND FLOOR CEILING TO CONNECT TO SD-1 IN EACH APARTMENT. MECHANICAL CONTRACTOR TO CONNECT FAN COILS FROM 2ND FLOOR AND FLOORS ABOVE TO CONDENSATE MAIN ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/8" = 1'-0" CONDENSATE PLANS P301 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/8" = 1'-0" 1 FIRST FLOOR CONDENSATE PLAN 1/8" = 1'-0" 2 TYPICAL SECOND FLOOR CONDENSATE PLAN P301 NOTES: 1. ALL APARTMENTS SHALL HAVE A CONDENSATE MAIN PROVIDED IN SECOND FLOOR CEILING. DRAIN TO SD-1 IN LAUNDRY CLOSET. SECOND FLOOR FAN COILS SHALL CONNECT TO CONDENSATE MAIN LOCATED IN SECOND FLOOR CEILING WITH CONDENSATE PUMP. 2. GRAVITY DRAIN ALL APARTMENTS LOCATED ON FLOORS 3-5 TO SECOND FLOOR CONDENSATE MAIN VIA 3/4" CPVC. 3. DRAIN SECOND FLOOR CONDENSATE MAIN TO SECONDARY DRAIN SD-1 WITH AIR GAP. 4. COORDINATE ALL FAN COIL LOCATIONS WITH MECHANICAL CONTRACTOR. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 / 1P403 / 1P405 / 1P404 / 1P402 4" W FD-1 FD-1 NORTH STAIR STORAGE 124B ELECTRIC ROOM 122 TRASH ROOM 116 ELEVATOR LOBBY 106 ELEV 2 ELEV 1 CENTRAL STAIR EXIT CORRIDOR 114 UTILITY CORRIDOR 117 RDN-1 3' AFF 3" RL RISER 5 RISER 6 RISER 7 RISER 8 RISER 9 RISER 21 RISER 22 RISER 23 RISER ST5-P RISER ST5-S RISER ST4-P SP-1 SP-1 2" W 2" W 6" W 8" RL 6" RL UP 4" W 2" V 3" W 3" W 10" RL 6" W 4" W 4" W 6" W 4" W ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 1ST FLOOR CORE ENLARGED PLAN P401 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 1ST FLOOR CORE ENLARGED PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 / 1P401 / 1P403 CO-1 3" W CO-1 2" W 4" W 4" W 3" W 3" W 3" W 3" W 3" W 3" W 4" W 4" W EXIT CORRIDOR 125 STORAGE 130 EAST STAIR 123 STORAGE 123B TELECOM ROOM 118 UTILITY CORRIDOR 117 COMMERCIAL TENANT SPACE 119 4" W SECONDARY ROOF DRAIN, TERMINATE 6" AFF SECONDARY ROOF DRAIN, TERMINATE 6" AFF SECONDARY ROOF DRAIN, TERMINATE 6" AFF 2" RL4" RL 2" RL2" RL 4" RL 4" RL 4" RL 4" RL 3" RL 4" RL AD-1 RISER 10RISER 11RISER 12 RISER 13 RISER 14 RISER 15 RISER 17 RISER 18 RISER 19 RISER 20 RISER 21 RISER ST6-S RISER ST6-P RISER ST7-PRISER ST8/9-P RISER ST6/8/9-S RISER ST8/9-S RISER ST11-S RISER ST10/11-P RISER ST10/12-S RISER ST13 -S RISER ST10/12/13-S RISER ST12-P RISER ST13 -P RISER ST12/13-P 4" W3" W 3" W COORDINATE WITH CIVIL RISER 16 6" RL 3" W 6" W 4" W 4" W 8" RL 4" W 6" W ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 1ST FLOOR EAST ENLARGED PLAN P402 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 1ST FLOOR EAST ENLARGED PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 / 1P402 / 1P404 / 1P401 FD-3 S-3 3" W 6" W WATER SERVICE ROOM 105 LEASING OFFICE 104 CO-1 CO-1 6" RL 2" RL RISER 24 RISER 25 RISER 26 RISER 27 RISER ST23-P FROM ELEVATOR SUMP PUMPS DRAIN WITH 6" AIR GAP MAINTAIN A MINIMUM OF 8" CLEARANCE BETWEEN STORM AND WASTE PIPING AND THE BACK OF DCVA-2. RISER ST14/15-P 8"RPZ DRAIN 1 1/2" V 10" RL 10" RL 6" W 2" V ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 1ST FLOOR SOUTH ENLARGED PLAN P403 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 1ST FLOOR SOUTH ENLARGED PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 / 1P403 / 1P401 ELEVATOR LOBBY 106 EXIT CORRIDOR 114 3" RL 3" W 3" W 3" W 2" W EWC-1 2" W2" W3" W S-1 1 1/2" W 2" W 2" W 2" W 4" W 2" W 2" W 3" W 3" W 4" W AD-1 FD-1 4" W 4" W SHW-1 FD-2S-2L-1FD-2FD-2L-1 WC-1 WC-1 FD-1 1 1/2" W FITNESS CENTER 108 YOGA STUDIO 109 PET RELIEF AREA 111 PET SPA 110 BICYCLE ROOM 115 RESTROOM 113 RESTROOM 112 PACKAGE ROOM 102 MAIL ROOM 103 RESIDENT LOUNGE 107 LOBBY 101 RDN-2 RDN-1 RDN-2 RDN-3 3" AFF 2" RL2" RL 3" RL2" RL RDN-1 HB-2 3" RL OFFSET BELOW HVAC EQUIPMENT 3' AFF 3' AFF SD-1 PROVIDE UNDER COUNTER WITH SANITARY PLUG IN SD-1 INLET FOR FUTURE CONNECTION 3" W 3" RL RISER 5 1 1/4" W SD-1 LOCATE SD-1 BELOW COUNTER TOP 1 RISER 34RISER 35 RISER 33 RISER 32 RISER 31 RISER 30 RISER 28 RISER 29 RISER 38 RISER 37RISER 36 RISER ST18-S RISER ST21-SRISER ST16/17-S RISER ST22-S RISER ST22-P RISER ST18-P RISER ST21 -P RISER ST19/20 -P RISER ST19/20 -S 3' AFF RISER ST16-P RISER ST17-P 10" RL 6" RL ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 1ST FLOOR WEST ENLARGED PLAN P404 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 FIRST FLOOR WEST ENLARGED PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET AAV 1 / 1P401 4" W NORTH STAIR STORAGE 124B 4" W 4" W 4" W 4" W 4" W 4" W 4" RL 3" RL 3" RL RISER 1 RISER 2 RISER 3 RISER 4 RISER 5 RISER ST1-P RISER ST2-P RISER ST3-P TO C0-2, REFER TO P100 4" W 4" W 6" W 6" W 4" W 4" RL 4" W 4" W 3" RL 4" W 3" RL ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 1ST FLOOR NORTH ENLARGED PLAN P405 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 FIRST FLOOR NORTH ENLARGED PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 / 1P407 / 1P408 / 1P410 / 1P409 / 1P407 / 1P408 / 1 P409 L-2 WC-2 WC-2 L-2 2" W2" W 2" W 1 1/2" V 3" W 3" W 3" W 1 1/2" V ELEVATOR LOBBY 237 NORTH CORRIDOR 238 NORTH CORRIDOR 238 NORTH CORRIDOR 238 ELEVATOR LOBBY 237 NORTH CORRIDOR 238 ELEVATOR LOBBY 237 NORTH CORRIDOR 238 SHW-2 S-4 T-1 L-2 WC-2 T-1 T-1 WC-2 L-2 S-4 S-4 T-1 L-2 WC-2 L-2 WC-2 S-4 4" W FD-1 SHW-2 S-4S-4 L-2 WC-2 T-1 3" W 3" W 4" W 2" W ELEC/DATA 237 ELEV 1 ELEV 2 CENTRAL STAIR 3" W T-1 WC-2 S-4 UNIT D12 231 NORTH STAIR NORTH CORRIDOR 239 UNIT B3 226 UNIT D12 231 UNIT A11 232 UNIT A12 233 UNIT C2 234 UNIT C1 201 TRASH ROOM 235 3" RL 3" RL 4" RL 4" RL RDN-3 RDN-1 RISER 5 SD-1 2" W 3" W 3" W1 1/2" W WSHR-1 RISER 5A RISER 5B RISER 6 1 1/2" V 2" W 2" W 1 1/2" W 1 1/2" V 3" W 3" W 1 1/2" W 1 1/2" V 2" W 3" W 1 1/2" W 1 1/2" V 1 1/2" V 1 1/2" V 3" W 2" W WSHR-1 1 1/2" V 3" W 2" W 3" W 3" W 3" W 3" W 1 1/2" V 1 1/2" V 2" W 1 1/2" V 3" W 3" W 3" W3" W 3" W SD-1 WSHR-1 1 1/2" V 1 1/2" V 2" W 3" W RISER 7 RISER 7C RISER 7B RISER 7A RISER 8.1B RISER 6A RISER 6BRISER 6C RISER 6D RISER 6E WSHR-1 WSHR-1 SD-1 RISER 8.1 A RISER 8.2 RISER 9 3" W RISER 21A RISER 21B REFER TO RISER 19 AS SIMILAR RISER 23 RISER ST4-S RISER ST4-P RISER ST5-S RISER ST5-P RISER ST22-S 1 1/2" V ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 2ND FLOOR CORE ENLARGED PLAN P406 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 2ND FLOOR CORE ENLARGED PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET P406 NOTES: 1. ALL SANITARY AND ROOF DRAIN PIPING LOCATED ABOVE PARKING GARAGE CEILING SHALL BE NO LOWER THAN 403.83' (9.-3" AFF). 1 / 1P408 SOUTH CORRIDOR 239 3" W 2" W 3" W 2" W 4" W 4" W RD-2 RD-2 FD-1 3" W 3" W 3" W 2" W 3" W L-2 WC-2 T-1WC-2 L-2 T-1 S-4 WC-2 L-2 SHW-2 S-4 S-4 S-4 T-1 WC-2 WC-2 L-2 T-1 L-2 L-2L-2 WC-2 T-1 T-1 WC-2 L-2 T-1 L-2 WC-2 S-4 S-4 T-1 T-1 L-2 WC-2WC-2 L-2 S-4 S-4 T-1 WC-2 L-2 UNIT D1 206 UNIT D2 207 EAST STAIR UNIT A4 205 UNIT B1 209 UNIT D3 208 UNIT A3 204 TELECOM 236 UNIT A2 203 UNIT A1 202 RD-1 RD-2RD-2 3" RL 3" RL 4" RL 4" RL 4" RL 2" RL 4" RL 4" RL 2" RL 2" RL 4" RL RISER 10.1 RISER 10.2 RISER 11.1 RISER 11.2B RISER 11.2A 1 1/2" V 2" W WSHR-1 WSHR-1 3" W 1 1/2" V1 1/2" V 1 1/2" W 1 1/2" W 2" W WSHR-1 2" W WSHR-1 SD-1 RISER 11.2 3" W 1 1/2" V 1 1/2" W 2" W 3" W 4" W 3" W 2" V SD-1 WSHR-1 RISER 12 RISER 13.1 RISER 13.2 RISER 14B RISER 14A RISER 14C RISER 15A RISER 15B SD-1 SD-1 WSHR-1 WSHR-1 1 1/2" V 1 1/2" V 3" W 2" W 1 1/2" V 1 1/2" V 3" W3" W 3" W 3" W 2" W 3" W1 1/2" V RISER 16A RISER 16B RISER 16C RISER 16D RISER 16E RISER 16F 1 1/2" V 3" W 2" W 3" W 1 1/2" W 1 1/2" V RISER 17 RISER 18 3" W RISER 19B RISER 19A IDENTICAL TO WESTERN SIDE OF RISER 19 3" W 3" W 1 1/2" V 3" W 1 1/2" W 3" W 1 1/2" W 2" V 1 1/2" V RISER ST6-S RISER ST6-P RISER ST8-S RISER ST8-P RISER ST10-S RISER ST10-P RISER ST11-P RISER ST11-S RISER ST9-P RISER ST9-S RISER ST7-S RISER ST7-P RISER ST12-P RISER ST12-S RISER ST13-S RISER ST13-P RISER ST8/9-P RISER ST10/12-S RISER 20 RISER 21A, REFER TO RISER 19 AS SIMILAR RISER 21B, REFER TO RISER 19 AS SIMILAR AAV ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 2ND FLOOR EAST ENLARGED PLAN P407 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 2ND FLOOR EAST ENLARGED PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET P407 NOTES: 1. ALL SANITARY AND ROOF DRAIN PIPING LOCATED ABOVE PARKING GARAGE CEILING SHALL BE NO LOWER THAN 403.83' (9.-3" AFF). 1 / 1P407 / 1 P406 / 1P409 6" W 3" W 3" W 3" W 3" W 4" W 3" W 3" W3" W4" W 3" W T-1 WC-2 L-2 S-4 S-4S-4 L-2 WC-3WC-3 L-2 T-1 T-1T-1T-1 L-2 WC-3 WC-3 L-2L-2 WC-3 T-1T-1 L-2 WC-3 S-4 S-4 S-4S-4 WC-2 S-4 L-2 T-1 T-1 WC-2 L-2 6" RL 4" RL 4" RL 4" RL RDN-3 RDN-3 4" RL 2" RL UNIT A6 216 UNIT A8 217 UNIT A7 215 UNIT A6 214 UNIT A7 213 UNIT A6 212 UNIT A5 211 UNIT D4 210 RISER 18A RISER 18B 3" W 2" W 3" W 2" W 1 1/2" V 1 1/2" V RISER 22RISER 20 RISER 24 2" V 3" W 1 1/2" V 2" W 3" W 1 1/2" V 3" W 3" W 1 1/2" V 3" W 6" W 3" W SD-1 WSHR-1 WSHR-1 3" W3" W 3" W 1 1/2" V 3" W 3" W1 1/2" V 1 1/2" V 1 1/2" V 1 1/2" V 1 1/2" V 2" V 3" W 3" W 1 1/2" V 1 1/2" V 3" W 1 1/2" V1 1/2" V 2" V 3" W 2" V 3" W3" W 3" W 2" W 1 1/2" V RISER 26 RISER 27 RISER 25 RISER 25A RISER 25B REFER TO RISER 10.2 AS SIMILAR RISER 25C REFER TO RISER 11.1 AS SIMILAR RISER 25D RISER 25F REFER TO RISER 25A FOR SIMILAR RISER 25H RISER 25I RISER 25G REFER TO RISER 11.1 AS SIMILAR RISER 25E REFER TO RISER 10.2 AS SIMILAR RISER ST23-P, PROVIDE CONNECTION TO ENTRANCE CANOPY GUTTER, COORDINATE OWNER. RISER ST14-S RISER ST14-P RISER ST15-S RISER ST15-P RISER ST14/15-P 3" W 1 1/2" V RISER 27.1 RISER 27.2 RISER 27.2A RISER 27.2B 3" W 3" W 1 1/2" V 4" W 3" W WSHR-1 SD-1 WSHR-1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 2ND FLOOR SOUTH ENLARGED PLAN P408 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 2ND FLOOR SOUTH ENLARGED PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1. REFER TO P001/5 FOR TYPICAL BACKOUTLET TOILET DETAIL FOR UNITS 211-216. P408 NOTES: 1 / 1P406 / 1P408 4" RL 4" W 3" W3" W 4" W 3" W 3" W 3" W 1 1/2" W 4" W 3" W1 1/2" W 3" W 3" RL 3" W 4" W 3" W 2" W 3" W 3" RL 3" W 3" W 1 1/2" W 2" W 3" W 3" W 3" W 2" W 2" W 2" W 2" W 1 1/2" W 2" W 1 1/2" W S-4 T-1 WC-2 L-2 T-1 WC-2 T-1 SHW-2 WC-2 L-2 WC-2 SHW-2 S-4 S-4 S-4 WC-2SHW-2 L-2 L-2 T-1 WC-2 L-2 T-1T-1 WC-2 L-2 L-2 WC-2 WC-2 L-2 S-4S-4S-4 S-4 T-1 L-2 SHW-3 WC-2 L-2 3" W 2" RL 2" RL 2" RL 3" RL 3" RL 3" RL 3" RL 3" RL UNIT D6 220UNIT B2 219 UNIT D5 218 UNIT D7 221 UNIT A9 222 UNIT A10 223 UNIT A9 224UNIT A10 225 RISER ST16/17-S RISER ST16-P RISER ST17-P RISER ST18-P RISER ST18-S RISER ST22-S RISER ST22-P RISER ST20-S RISER ST20-PRISER ST21-P RISER ST21-S RISER ST19-P RISER ST19-S RISER 29.2C RISER 29.2D RISER 29.2B RISER 29.2A RISER 29.1 SD-1WSHR-1 WSHR-1 2" V 2" V 1 1/2" W 1 1/2" V 1 1/2" W RISER 28 RISER39C RISER 39B RISER 39A SD-1WSHR-1 SD-1 WSHR-1 RISER 40 4" W 3" W 2" W 3" W 3" W 2" V 2" W2" W 1 1/4" V WSHR-1 SD-1 WSHR-13" W 2" V 2" V 1 1/2" V 3" W RISER 30.1 RISER 30.2A RISER 30.2B RISER 31.2 RISER 31.1 RISER 32.3 RISER 32.2 RISER 32.1 RISER 33A RISER 33B 3" W 2" W 1 1/2" V 1 1/2" V 4" W SD-1 WSHR-1 WSHR-1 SD-1 RISER 31.1 RISER 34.3 RISER 34.2 RISER 34.1 RISER 35.5 3" W3" W 2" W 1 1/2" V RISER 35.1 RISER 35.2 RISER 35.3 RISER 35.4 RISER 37 RISER 36 RISER 38 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 2ND FLOOR WEST ENLARGED PLAN P409 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 SECOND FLOOR WEST ENLARGED PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 / 1P406 L-2 WC-2 WC-2 L-2 2" W2" W 2" W 1 1/2" V 3" W 3" W 3" W 1 1/2" V 3" W 3" W SHW-2 S-4 T-1 2" W 4" W 4" W 3" W S-4 WC-2 L-2 T-1 WC-2 L-2 SHW-2 T-1 WC-2 L-2 S-4 L-2 WC-2 T-1 S-4 S-4 T-1 WC-2 L-2 T-1 WC-2 L-2 WC-2 WC-2 L-2 SHW-1SHW-1 L-2 L-2 UNIT D9 228 UNIT D10 229 UNIT D8 227 UNIT D11 230 UNIT B3 226 UNIT D12 231 NORTH STAIR NORTH CORRIDOR 239 3" RL 3" RL 4" RL UNIT B3 226 RISER 2.1 RISER 2.2A 4" W 2" W 1 1/2" V 1 1/2" W 3" W 1 1/2" V 2" V 3" W 1 1/2" V 1 1/2" W 3" W 2" W 3" W 2" W 1 1/2" W 1 1/2" V WSHR-1 2" W SD-1 SD-1 WSHR-1 1 1/2" V 1 1/2" V 4" W 2" W1 1/2" W 3" W 1 1/2" W 1 1/2" V 1 1/2" W RISER 2.2B 4" W 1 1/2" W 1 1/2" W PROVIDE AAV2" W 1 1/2" W1 1/2" V 2" W 3" W 1 1/2" V 1 1/2" W SD-1 1 1/2" V WSHR-1 RISER 3 RISER 3ARISER 3B RISER 3C RISER 4.1 RISER 4.2 4" W 4" W 3" W 3" W 3" W 1 1/2" W 1 1/2" W 1 1/2" V 3" W 3" W 1 1/2" V 1 1/2" V 3" W 2" W 1 1/2" V SD-12" W WSHR-1 RISER 4.1A RISER 4.1B RISER 4.1C RISER 4.2A RISER 4.2B 3" W 2" W 1 1/2" V 2" W RISER 5 SD-1 2" W 3" W 3" W1 1/2" W WSHR-1 RISER 5A RISER 5B 1 1/2" V 2" W 2" W 1 1/2" W 1 1/2" V RISER 6D RISER ST1-P RISER ST2-S RISER ST3-P ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 2ND FLOOR NORTH ENLARGED PLAN P410 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 2ND FLOOR NORTH ENLARGED PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET P410 NOTES: 1. ALL SANITARY AND ROOF DRAIN PIPING LOCATED ABOVE PARKING GARAGE CEILING SHALL BE NO LOWER THAN 403.83' (9.-3" AFF). 1 / 1P413 / 1P415 / 1P414 / 1P412 / 1P412 / 1P414 L-2 WC-2 WC-2 L-2 1 1/2" V 1 1/2" V FD-1 SHW-2 T-1 WC-2 S-4 L-2 WC-2 T-1 T-1 WC-2 L-2 S-4 S-4 WC-2 L-2 T-1 L-2 WC-2 SHW-2 L-2 WC-2 S-4 S-4 T-1 SHW-2 4" RL 4" RL 3" RL 3" RL UNIT B3 326 NORTH STAIR NORTH CORRIDOR 339 UNIT D12 331 UNIT A11 332 UNIT A12 333 ELEC/DATA 337 UNIT C2 334 UNIT C1 301 CENTRAL STAIR ELEV 2 ELEV 1 ELEVATOR LOBBY 338 SOUTH CORRIDOR 340 RISER 5A RISER 5B RISER 6A RISER 6BRISER 6C RISER 6D RISER 6E RISER 7C RISER 7B RISER 7A RISER 8.1B RISER 8.1 A RISER 8.2 RISER 9 RISER 23 RISER ST4-S RISER ST4-P RISER ST5-S RISER ST5-P ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 3RD FLOOR CORE ENLARGED PLAN P411 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 THIRD FLOOR CORE ENLARGED PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 / 1P411 / 1P413 FD-1 S-4S-4S-4 WC-2 L-2 T-1 T-1 L-2 WC-2 L-2 WC-2 T-1 T-1 L-2 WC-2 S-4 S-4 WC-2 L-2 SHW-2 S-4 T-1 T-1 L-2 WC-2 WC-2 L-2 L-2L-2 WC-2 T-1 T-1 WC-2 L-2 S-4 S-4 T-1 L-2 WC-2 T-1 WC-2 L-2 UNIT A1 302 UNIT A2 303 UNIT A3 304 UNIT A4 305 TELECOM 336 UNIT B1 309 UNIT D3 308 UNIT D2 307 EAST STAIR UNIT D1 306 4" RL 4" RL 4" RL 4" RL 4" RL 4" RL RISER 10.1 RISER 10.2 RISER 11.1 RISER 11.2B RISER 11.2A RISER 12 RISER 13.1 RISER 13.2 RISER 14B RISER 14A RISER 15A RISER 15B RISER 16A RISER 16B RISER 16C RISER 16D RISER 16E RISER 16F RISER 17 RISER 19B RISER 19A IDENTICAL TO WESTERN SIDE OF RISER 19 RISER 21A RISER 21B RISER ST6-S RISER ST6-P RISER ST8-S RISER ST8-P RISER ST10-S RISER ST10-P ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 3RD FLOOR EAST ENLARGED PLAN P412 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 THIRD FLOOR EAST ENLARGED PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 / 1P411/ 1P412 / 1P414 T-1 T-1 L-2 WC-2 L-2 WC-2 S-4 S-4S-4S-4 WC-2 L-2 T-1T-1 L-2 WC-2 T-1 S-4 L-2 WC-2 T-1 WC-2 L-2 S-4 S-4 S-4 L-2 WC-2 L-2 T-1T-1 WC-2 L-2 T-1 WC-2 T-1SOUTH CORRIDOR 340 4" RL 4" RL 4" RL 4" RL UNIT D4 310 UNIT A5 311 UNIT A6 312 UNIT A7 313 UNIT A6 314 UNIT A7 315 UNIT A6 316 UNIT A8 317 RISER 18A RISER 18B RISER 22RISER 20 RISER 25A RISER 25B REFER TO RISER 10.2 AS SIMILAR RISER 25C REFER TO RISER 11.1 AS SIMILAR RISER 25DRISER 25F REFER TO RISER 25A FOR SIMILAR RISER 25H RISER 25I RISER 25G REFER TO RISER 11.1 AS SIMILAR RISER 25E REFER TO RISER 10.2 AS SIMILAR RISER 24 RISER ST14-S RISER ST14-P RISER ST15-S RISER ST15-P RISER ST22-S RISER 26 RISER 27.1 RISER 27.2 RISER 27.2B ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 3RD FLOOR SOUTH ENLARGED PLAN P413 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 THIRD FLOOR SOUTH ENLARGED PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 / 1P413 / 1P411 S-4 WC-2 T-1 2" W 3" W 1 1/2" W S-4 2" W 2" W 2" W 3" RL 4" RL 3" W 1 1/2" W 1 1/2" W 3" W 3" W 3" W WSHR-1 SHW-3 T-1 WC-2 L-2 S-4S-4S-4S-4 WC-2 L-2 T-1 T-1 T-1 L-2 WC-2 WC-2 L-2 WC-2 L-2 T-1 S-4 T-1 WC-2 L-2 L-2 WC-2 WC-2 L-2 SHW-2 SHW-2 S-4 S-4 SHW-2 WC-2 L-2 L-2 T-1 WC-2 L-2 S-4 UNIT D7 321 UNIT D6 320 UNIT B2 319 UNIT D5 318 UNIT A13 322 UNIT A14 323UNIT A13 324 2" RL 2" RL 2" RL 2" RL UNIT A14 325 RISER ST20-P RISER ST20-S RISER ST21-P RISER ST16/17-S RISER ST16-P RISER ST17-P RISER ST18-P RISER ST18-S RISER ST19-P RISER ST19-S RISER ST22-S RISER ST22-P RISER 29.2C RISER 29.2D RISER 29.2B RISER 29.2A RISER 29.1 RISER 28 RISER 30.1 RISER 30.2A RISER 30.2B 1 1/2" V RISER39C RISER 39B RISER 39A RISER 31.2 RISER 32.3 RISER 32.1 RISER 33A RISER 33B RISER 31.1 RISER 34.3 RISER 34.2 RISER 34.1 RISER 35.1 RISER 35.2 RISER 35.3 RISER 37 RISER 36 RISER 38 2" W 3" W RISER 32.2 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 3RD FLOOR WEST ENLARGED PLAN P414 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 THIRD FLOOR WEST ENLARGED PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 / 1P411 L-2 WC-2 WC-2 L-2 1 1/2" V 1 1/2" V NORTH CORRIDOR 338 SHW-2 T-1 WC-2 SHW-1SHW-1 L-2 L-2 L-2 WC-2 WC-2 T-1 WC-2 L-2 T-1 WC-2 L-2 S-4 S-4 T-1 WC-2 L-2 L-2 WC-2 T-1 S-4 WC-2 T-1 S-4 L-2 WC-2 SHW-2 L-2 SHW-2 UNIT B3 326 NORTH STAIR NORTH CORRIDOR 339 RDN-1 RDN-3 UNIT D8 327 UNIT D11 330 UNIT D10 329 UNIT D9 328 RDN-13" RL 3" RL 3" RL 4" RL RISER 1 RISER 2.1 RISER 2.2A RISER 2.2B RISER 3ARISER 3B RISER 3C RISER 4.1A RISER 4.1B RISER 4.1C RISER 4.2A RISER 4.2B RISER 5A RISER 5B RISER 6D RISER 6E RISER ST1-S RISER ST1-P RISER ST2-S RISER ST2-P RISER ST3-S RISER ST3-P ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 3RD FLOOR NORTH ENLARGED PLAN P415 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 THIRD FLOOR NORTH ENLARGED PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 / 1P418 / 1P420 / 1P419 / 1P417 / 1P419 1 1/2" V L-2 WC-2 WC-2 L-2 ELEVATOR LOBBY 437 SOUTH CORRIDOR 439 ELEVATOR LOBBY 437 ELEVATOR LOBBY 437 ELEVATOR LOBBY 437 ELEVATOR LOBBY 437 ELEVATOR LOBBY 437 ELEVATOR LOBBY 437 ELEVATOR LOBBY 437 ELEVATOR LOBBY 437 NORTH CORRIDOR 438 ELEC/DATA 437 ELEV 2 ELEV 1 CENTRAL STAIR FD-1 L-2 SHW-2 T-1 S-4 S-4 L-2 WC-2 T-1 T-1 WC-2 L-2 S-4 WC-2 L-2 L-2 WC-2 T-1 SHW-2 S-4S-4 L-2 WC-2 T-1 SHW-2 UNIT B3 426 NORTH STAIR UNIT D12 431 UNIT A11 432 UNIT A12 433 UNIT C2 434 UNIT C1 401 TRASH ROOM 435 3" RL 3" RL 4" RL 4" RL UNIT D12 431 RISER 6E RISER 8.2 RISER 23 RISER 5A RISER 5B RISER 6D RISER 6A RISER 6BRISER 6C RISER 7C RISER 7B RISER 7A RISER 8.1B RISER 8.1 A RISER 9 RISER ST4-S RISER ST4-P RISER ST5-S RISER ST5-P ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 4TH FLOOR CORE ENLARGED PLAN P416 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 FOURTH FLOOR CORE ENLARGED PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 / 1P416 / 1P418 SOUTH CORRIDOR 439 S-4 WC-2 L-2 T-1T-1 L-2 WC-2WC-2 L-2 T-1 S-4S-4 T-1 WC-2 L-2 S-4 S-4 SHW-2 L-2 WC-2 S-4 T-1 WC-2 L-2 L-2L-2 WC-2 T-1 T-1 WC-2 T-1 L-2WC-2 L-2 S-4 S-4 T-1 WC-2 L-2 T-1 WC-2 L-2 FD-1 EAST STAIR UNIT D1 406 UNIT D2 407 UNIT A4 405 UNIT A3 404 UNIT A2 403 UNIT A1 402 UNIT B1 409 UNIT D3 408 TELECOM 436 4" RL 4" RL4" RL 4" RL 4" RL 4" RL T-1 RISER 10.1 RISER 10.2 RISER 11.1 RISER 11.2B RISER 11.2A RISER 17 RISER 19B RISER 19A IDENTICAL TO WESTERN SIDE OF RISER 19 RISER 21A RISER 21B RISER 13.1 RISER 13.2 RISER 14B RISER 14A RISER 15A RISER 15B RISER 16A RISER 16B RISER 16C RISER 16D RISER 16E RISER 16F RISER ST6-S RISER ST6-P RISER ST8-S RISER ST8-P RISER ST10-S RISER ST10-P ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 4TH FLOOR EAST ENLARGED PLAN P417 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 FOURTH FLOOR EAST ENLARGED PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 / 1P417 / 1 P416 / 1P419 SOUTH CORRIDOR 439 T-1 WC-2 L-2 S-4 S-4S-4 L-2 WC-2 T-1 T-1 L-2 WC-2 S-4 WC-2 L-2 T-1 T-1 T-1 L-2 WC-2WC-2 L-2 S-4 S-4 S-4 S-4 L-2 WC-2WC-2 L-2 T-1 T-1 T-1 WC-2 L-2 UNIT A6 416 UNIT A7 415 UNIT A6 414 UNIT A7 413 UNIT A6 412 UNIT A5 411 UNIT D4 410 UNIT A8 417 4" RL 4" RL 4" RL 4" RL RISER 18A RISER 18B RISER 22RISER 20 RISER 25A RISER 25B REFER TO RISER 10.2 AS SIMILAR RISER 25C REFER TO RISER 11.1 AS SIMILAR RISER 25DRISER 25F REFER TO RISER 25A FOR SIMILAR RISER 25H RISER 25I RISER 25G REFER TO RISER 11.1 AS SIMILAR RISER 25E REFER TO RISER 10.2 AS SIMILAR RISER 24 RISER ST14-S RISER ST14-P RISER ST15-S RISER ST15-P 2 P507 RISER 26 RISER 27.1 RISER 27.2 RISER 27.2B ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 4TH FLOOR SOUTH ENLARGED PLAN P418 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 FOURTH FLOOR SOUTH ENLARGED PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 / 1P418 / 1P416 T-1 WC-2 RD-2 RD-2 RD-2 WC-2 L-2 T-1 T-1 WC-2 L-2 T-1 L-2 WC-2 L-2 T-1 S-4S-4 T-1 L-2 WC-2 S-4 T-1 WC-2 L-2 WC-2SHW-2 L-2 S-4 T-1 WC-2 L-2 S-4 S-4 2" RL 4" RL 3" RL 3" RL 3" RL 3" RL 3" RL 3" RL UNIT B4 422 UNIT A15 423 UNIT A13 424 UNIT A14 425 UNIT D5 418 UNIT D13 420 SOUTH CORRIDOR 440 RISER ST16/17-S RISER ST16-P RISER ST17-P RISER ST18-P RISER ST18-S RISER ST22-S RISER ST22-P RISER ST20-P RISER ST20-S RISER ST21-P RISER ST21-S RISER ST19-P RISER ST19-S RISER 29.2C RISER 29.2D RISER 29.2B RISER 29.2A RISER 29.1 RISER 28 RISER 30.1 RISER 30.2A RISER 30.2B RISER39C RISER 39B RISER 39A RISER 33B RISER 35.2 WSHR-1 3" W 3" W 2" V 1 1/2" V 1 1/2" V 3" W WSHR-1 3" W WSHR-1 2" W 2" V 2" V 1 1/2" W RISER 30.2AC RISER 30.2AB RISER 30.2AA 3" W 2" V 1 1/2" V RISER 35.3 3" V3" V 3" V ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 4TH FLOOR WEST ENLARGED PLAN P419 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 FOURTH FLOOR WEST ENLARGED PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 / 1P416 1 1/2" V L-2 WC-2 WC-2 L-2 L-2 SHW-2 T-1 SHW-1SHW-1 L-2 L-2 L-2 WC-2 WC-2 WC-2 L-2 T-1 L-2 WC-2 T-1 S-4 S-4 T-1 WC-2 L-2 L-2 T-1 WC-2 S-4 WC-2 T-1 S-4 SHW-2 L-2 WC-2 L-2 SHW-2 UNIT B3 426 NORTH STAIR UNIT D12 431 UNIT D8 427 UNIT D11 430 UNIT D8 427 UNIT D10 429 UNIT D9 428 4" RL 4" RL 3" RL 3" RL RISER 6E RISER 1 RISER 2.1 RISER 2.2A RISER 2.2B RISER 3ARISER 3B RISER 3C RISER 4.1A RISER 4.1B RISER 4.1C RISER 4.2A RISER 4.2B RISER 5A RISER 5B RISER 6D RISER ST1-S RISER ST1-P RISER ST2-S RISER ST2-P RISER ST3-S RISER ST3-P ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 4TH FLOOR NORTH ENLARGED PLAN P420 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 FOURTH FLOOR NORTH ENLARGED PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 / 1P423 / 1P425 / 1P422 / 1P422 / 1P424 L-2 WC-2 3" W ELEVATOR LOBBY 537 NORTH CORRIDOR 538 CENTRAL STAIR ELEV 2 ELEV 1 S-4 T-1 S-4 T-1 WC-2 L-2 T-1 WC-2 L-2 S-4 S-4 WC-2 L-2 T-1 L-2 WC-2 SHW-2 S-4S-4 T-1 L-2 WC-2 FD-1 UNIT C1 501 UNIT C2 534 ELEC/DATA 537 TRASH ROOM 535 UNIT A12 533 UNIT A11 532 UNIT D12 531 NORTH STAIR 4" RL 4" RL 3" RL 3" RL UNIT D12 531 1 1/2" W 1 1/2" V RISER 8.2 RISER 6E RISER 5B RISER 6D RISER 6A RISER 6BRISER 6C RISER 23 RISER 7C RISER 7B RISER 7A RISER 8.1B RISER 8.1 A RISER 9 RISER ST4-S RISER ST4-P RISER ST5-S RISER ST5-P RISER ST22-S ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 5TH FLOOR CORE ENLARGED PLAN P421 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 FIFTH FLOOR ENLARGED CORE PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 / 1P421 / 1P423 SOUTH CORRIDOR 539 FD-1 S-4S-4 L-2 WC-2 WC-2 L-2 T-1T-1 WC-2 L-2 T-1 S-4 S-4 WC-2 L-2 SHW-2 S-4 T-1 WC-2 T-1 WC-2 L-2 L-2 S-4 T-1 WC-2 L-2 T-1 WC-2 L-2 T-1 WC-2 L-2 L-2 L-2 WC-2 T-1 S-4 4" RL 4" RL4" RL 4" RL 4" RL 4" RL UNIT A1 502 UNIT A2 503 UNIT A3 504 TELECOM 536 UNIT A4 505 UNIT B1 509 UNIT D3 508 UNIT D2 507 EAST STAIR UNIT D1 506 RISER 10.1 RISER 11.1 RISER 11.2B RISER 11.2A RISER 17 RISER 19B RISER 19A IDENTICAL TO WESTERN SIDE OF RISER 19 RISER 21A RISER 21B RISER 13.1 RISER 13.2 RISER 14B RISER 14A RISER 15A RISER 15B RISER 16A RISER 16B RISER 16C RISER 16D RISER 16E RISER 16F RISER ST6-S RISER ST6-P RISER ST8-S RISER ST8-P RISER ST10-S RISER ST10-P ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 5TH FLOOR EAST ENLARGED PLAN P422 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 FIFTH FLOOR EAST ENLARGED PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 / 1P421/ 1P422 / 1P424 T-1 L-2 WC-2 WC-2 L-2 T-1T-1 WC-2 L-2 S-4 S-4 S-4 S-4S-4 WC-2 L-2 WC-2 L-2 T-1 T-1 S-4S-4 WC-2 L-2 WC-2 L-2 T-1 T-1 T-1 WC-2 L-2 S-4 T-1 WC-2 L-2 4" RL 4" RL 4" RL 4" RL UNIT A8 517 UNIT A6 516 UNIT A7 515 UNIT A6 514 UNIT A7 513 UNIT A6 512 UNIT A5 511 UNIT D4 510 RISER 18A RISER 18B RISER 22RISER 20 RISER 25A RISER 25B REFER TO RISER 10.2 AS SIMILAR RISER 25C REFER TO RISER 11.1 AS SIMILAR RISER 25DRISER 25F REFER TO RISER 25A FOR SIMILAR RISER 25H RISER 25I RISER 25G REFER TO RISER 11.1 AS SIMILAR RISER 25E REFER TO RISER 10.2 AS SIMILAR RISER 24 RISER ST14-S RISER ST14-P RISER ST15-S RISER ST15-P RISER 26 RISER 27.1 RISER 27.2 RISER 27.2B ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 5TH FLOOR SOUTH ENLARGED PLAN P423 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 FIFTH FLOOR SOUTH ENLARGED PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 / 1P423 / 1P421 S-4 T-1 WC-2 L-2 S-4 WC-2 L-2 T-1 T-1 T-1 L-2 WC-2WC-2 L-2 T-1 L-2 WC-2 T-1 SHW-2 WC-2 L-2 L-2 T-1 WC-2 L-2 S-4 S-4 S-4 S-4 WC-2 L-2 4" RL 3" RL 3" RL 3" RL WC-2 UNIT B4 522 UNIT A15 523 UNIT A13 524 UNIT A14 525 UNIT D13 520 UNIT D5 518 RISER ST16/17-S RISER ST16-P RISER ST17-P RISER ST18-P RISER ST18-SRISER ST22-S RISER ST22-P RISER 29.2C RISER 29.2D RISER 29.2B RISER 29.2A RISER 29.1 RISER 28 RISER 30.1 RISER 30.2B RISER39C RISER 39B RISER 39A RISER 33B RISER 35.2 RISER 30.2AC RISER 30.2AB RISER 30.2AA RISER 35.3 2" V 3" V 1 1/2" V 3" W ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 5TH FLOOR WEST ENLARGED PLAN P424 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 FIFTH FLOOR WEST ENLARGED PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 / 1P421 L-2 WC-2 3" W RD-1 RD-1 S-4 T-1 WC-2 L-2 L-2 SHW-3 L-2 WC-2 WC-2 T-1 L-2 S-4 T-1 NORTH STAIR 3" RL 3" RL 4" RL 4" RL UNIT B5 530 UNIT D14 527 UNIT D12 531 3" V 4" V 1 1/2" V 3" V 1 1/2" V 1 1/2" V 4" V 3" V 1 1/2" V 4" V 1 1/2" V 4" V 4" V 4" V 1 1/2" V 3" V 2" W 1 1/2" V 1 1/2" W 2" V1 1/2" W WSHR-1 1 1/2" W WSHR-1 2" W 1 1/2" V 1 1/2" W 1 1/2" V RISER 4.1A RISER 4.2A RISER 4.2B RISER 5B RISER 6D RISER 3B RISER 4.1C RISER ST1-S RISER ST1-P RISER ST2-S RISER ST2-P RISER ST3-S RISER ST3-P 2" V1 1/2" V 1 1/2" V ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 5TH FLOOR NORTH ENLARGED PLAN P425 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 FIFTH FLOOR NORTH ENLARGED PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 10" W 4" W 6" W 4" W 10" W 6" W 4" W 6" W 6" W 4" W 4" W 3" W 3" W 2" W 1 1/2" V 3" W 2" W 3" W 1 1/2" V 2" V2" V2" W FD-1 SP-1 SP-1 CO-1 FD-1 CO-1 CO-1 FD-1 FD-2 FD-2 FD-2 FD-3 RISER 1 RISER 2 RISER 3 RISER 4 RISER 5 RISER 6 RISER 7 RISER 8 RISER 9 RISER 10 RISER 11 RISER 12 RISER 13 RISER 14 RISER 15 RISER 16 RISER 17 RISER 18 RISER 19 RISER 20 RISER 21 RISER 22 RISER 23 RISER 24 RISER 26 RISER 25 RISER 27 RISER 28 RISER 29 RISER 30 RISER 31 RISER 32 RISER 33 RISER 34 RISER 35 RISER 36 RISER 37 RISER 38 WC-1 WC-1 L-1 L-1 SHW-1 SD-1 S-3 CO-2 S-1 FD-1 S-2 SD-1 EWC -1 1 1/2" V 2" V 3" W 4" W 3" W 3" W 3" W 3" W 1 1/2" V 2" V 3" W 4" W 3" W 4" W3" W 3" W 4" W 6" W 4" W 4" W 4" W 6" W 3" W 3" W 4" W 4" W 2" W 2" W 6" W 6" W 4" W2" V4" W 3" W 3" W 2" V 1 1/2" V 3" W 1 1/2" W 3" W 2" V 6" W 3" W 2" V 1 1/2" V 2" V 1 1/2" V 3" W 2" W 2" W 1 1/4" W 1 1/4" V 2" W 2" W 2" V 2" W 2" W 1 1/2" W 2" W 4" W 3" W 4" W 4" W 3" W 4" W 4" W 4" W 3" W 4" W 4" W 4" W 6" W 4" W 4" W 4" W TO RISER 25 TO RISER 25 1 1/2" V RISER 40 RISER 39 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION UNDERSLAB AND 1ST FLOOR DWV ISOMETRIC P501 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1DWV UNDERSLAB AND 1ST FLOOR ISOMETRIC 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET DWV GENERAL NOTES: 1. ALL HORIZONTAL QUARTER BENDS SHALL BE LONG SWEEPS. 2. ALL RISERS BASE QUARTER BENDS SMALLER THAN 4" SHALL BE LONG SWEEPS. 3. PROVIDE WALL OR FLOOR CLEANOUT AT THE BASE OF ALL SANITARY STACKS AT THE 1ST FLOOR AND AT PENETRATIONS OF 2ND FLOOR. COORDINATE ALL CLEANOUT LOCATIONS AND ACCESS POINTS WITH OWNER. WALL CLEANOUT COVERS IN APARTMENTS SHALL BE PRIMED FOR PAINTING. ALL OTHER WALL CLEANOUT COVER FINISHES SHALL BE COORDINATED WITH OWNER. 1 SHW-1 SHW-1 L-2 L-2 L-2 WC-2 WC-2 4" W 2" W 3" W 3" W 1 1/2" W 1 1/2" W 1 1/2" V 1 1/2" V 2" V 1 1/2" V1 1/2" V 3" W 1 1/2" V 2" V 2" V 1 1/2" V 1 1/2" V 3" V 3" V TO DWV RISER 2 2ND FLOOR, FLOORS 3-4 SIMILAR L-2 WC-2 T-1 S-4 T-1 WSHR-1 SD-1 SD-1 WSHR-1 L-2 WC-2 L-2WC-2 T-1 S-4 1 1/2" V 1 1/2" V 2" W 2" W 3" W 1 1/2" W 3" W 3" W 2" W 1 1/2" W 1 1/2" V 1 1/2" V 1 1/2" V 3" V 4" V 4" V 3" V 1 1/2" V 1 1/2" V 3" W 3" W 4" W 1 1/2" V 1 1/2" V 1 1/2" W 2" W 4" W 3" W 3" W 1 1/2" W TO DWV RISER 1 TO DWV RISER 3 RISER 2.1 RISER 2.2B RISER 2.2A 3" V 2ND FLOOR, FLOORS 3-4 SIMILAR 2ND FLOOR, FLOORS 3-4 SIMILAR AAV S-4 T-1 S-4 WC-2 L-2 WSHR-1 SD-1 4" W 1 1/2" W 3" W 2" W 3" W 1 1/2" W 1 1/2" V 1 1/2" V 2" W 2" W 1 1/2" W 2" W 1 1/2" W 1 1/2" V 4" V 4"VTR2" V4" V 3" V TO DWV RISER 2 RISER 3A RISER 3B RISER 3C AAV SECOND FLOOR, FLOORS 3-4 SIMILAR 1 1/2" V 3"VTR 1 1/2" V 1 1/2" V 1 1/2" V 1 1/2" W SHW-2 WC-2 WC-2 L-2 L-2 T-1 WSHR-1 WC-2 L-2 SHW-3 L-2 L-2 WC-2 WSHR-1 L-2 WC-2 2ND FLOOR, FLOORS 3-4 SIMILAR 3"VTR 3"VTR 3"VTR 3" W 2" W 1 1/2" V 3" W 3" W 1 1/2" V T-1 SD-1 WSHR-1 2" W 1 1/2" W3" W3" W 2" W 3" W 3" W 1 1/2" W 2" W 3" W 2" W3" W 3" W 1 1/2" W RISER 4.1A RISER 4.1B RISER 4.1C RISER 4.2A RISER 4.2B 4" W 4" W 2ND FLOOR, FLOORS 3-4 SIMILAR 5TH FLOOR 5TH FLOOR 3"VTR WC-2 L-2 WC-2 L-2 SHW-2 WSHR-1 SD-1 4" W 1 1/2" W 1 1/2" V 3" W 2" W 2" W 3" W 2" W 2" W 3" W 1 1/2" V1 1/2" V 3" W 3" W 1 1/2" V 1 1/2" V 3"VTR 3"VTR TO RISER 6 RISER 5A RISER 5B 2ND FLOOR, FLOORS 3-5 SIMILAR. FLOORS 3-4 FAMILIAR FOR RISER 5A 1 1/2" V S-4 WSHR-1 SD-1 S-4 WC-2 L-2 T-1 T-1 WC-2 L-2 TO RISER 6D-6E RISER 6A RISER 6B RISER 6C 2" W 3" W 3" W 1 1/2" W 3" W 4" W 1 1/2" W 3" W 4" W 1 1/2" V 1 1/2" W 3" W 3" W 2" V 3"VTR 2" V 1 1/2" V 1 1/2" V 1 1/2" V 3"VTR RISER 6 2ND FLOOR , FLOORS 3-5 SIMILAR T-1 S-4 TO RISER 6A-6C 3" W 1 1/2" W 1 1/2" W 2" W 2" V 1 1/2" V 1 1/2" V 1 1/2" W 1 1/2" W 3"VTR 1 1/2" V2" V TO RISER 5 RISER 6D RISER 6E 2ND FLOOR , FLOORS 3-4 SIMILAR 5TH FLOOR 2ND FLOOR , FLOORS 3-5 SIMILAR S-4 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION DWV RISERS 1-6 ISOMETRICS P502 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1DWV RISER 1 2 DWV RISER 2 3 DWV RISER 3 4DWV RISER 4 5 DWV RISER 5 7 DWV RISER 6A-6C6DWV RISER 6D-6E DWV GENERAL NOTES: 1. ALL HORIZONTAL QUARTER BENDS SHALL BE LONG SWEEPS. 2. ALL RISERS BASE QUARTER BENDS SMALLER THAN 4" SHALL BE LONG SWEEPS. 3. PROVIDE WALL OR FLOOR CLEANOUT AT THE BASE OF ALL SANITARY STACKS AT THE 1ST FLOOR AND AT PENETRATIONS OF 2ND FLOOR. COORDINATE ALL CLEANOUT LOCATIONS AND ACCESS POINTS WITH OWNER. WALL CLEANOUT COVERS IN APARTMENTS SHALL BE PRIMED FOR PAINTING. ALL OTHER WALL CLEANOUT COVER FINISHES SHALL BE COORDINATED WITH OWNER. 4. REFER TO P001/3 AND P001/4 FOR TYPICAL WSHR-1/SD-1 DESIGN. T-1 WC-2 L-2 S-4 WSHR-1 WSHR-1 SD-1 2" W 1 1/2" V 2" V 3" W 4" W 3" W 1 1/2" V 2" W 3" W 2" V 3" W 3" W 2" V1 1/2" W 2" V 3"VTR 3"VTR 2" V 2" V 1 1/2" V 2ND FLOOR, FLOORS 3-5 SIMILAR RISER 7B RISER 7C RISER 7A SHW-2 L-2 WC-2 FD-1 WSHR-1 SD-1 3" V 1 1/2" V 3"VTR 3"VTR3" V 3" V 1 1/2" V 1 1/2" V 1 1/2" V 3" W 3" W 3" W 4" W 3" W 2" W 1 1/2" V 3" W 1 1/2" V 2ND FLOORS, FLOORS 3-5 SIMILAR RISER 8.1A RISER 8.1B RISER 8.2 S-4 S-4 3" W 1 1/2" W 1 1/2" V 2" V 2" W 3"VTR 2ND FLOOR, FLOORS 3-5 SIMILAR S-4 SD-1 WSHR-1 WSHR-1 3" W 1 1/2" V 2" W 3"VTR 2ND FLOOR, FLOORS 3-5 SIMILAR RISER 10.1 RISER 10.2 3"VTR S-4 S-4 S-4 SD-1 WSHR-1 WSHR-1 3"VTR3"VTR 3" W 3" W3" W 2" W 1 1/2" V 2" W 3" W 1 1/2" W 1 1/2" V 1 1/2" W 3" W 2" W 1 1/2" V 3" W RISER 11.2B RISER 11.2A RISER 11.1 2ND FLOOR, FLOORS 3-5 SIMILAR 3"VTR 3"VTR 1 1/2" V 1 1/2" V 1 1/2" V 1 1/2" W 2" W WC-2 WSHR-1 SD-1 L-2 4" W SHW-1 3" W 3" W 1 1/2" W 2" W 1 1/2" V 3" W 1 1/2" V 2" V 3" V 2" V 3"VTR 2ND FLOOR, FLOORS 3-5 SIMILAR L-2 WC-2 T-1 WC-2 L-2 2" V 3" W 3" W 2" W 1 1/2" V 3" V 3" V 3"VTR 2ND FLOOR, FLOORS 3-5 SIMILAR RISER 13.1 RISER 13.2 S-4 S-4 WSHR-1 SD-1 3" W 2" W 1 1/2" V 2" W 3" W 2" W 1 1/2" V T-1 RISER 14C RISER 14A RISER 14B 1 1/2" V 1 1/2" W 3"VTR 3"VTR 1 1/2" V 1 1/2" V 1 1/2" V 1 1/2" V 1 1/2" W 2ND FLOOR, FLOORS 3-5 SIMILAR S-4 S-4 3"VTR 3"VTR 1 1/2" W 1 1/2" W 2" W 2" W 3" W 1 1/2" W 3" W 1 1/2" W RISER 15B RISER 15A AAV AAV 2ND FLOOR, FLOORS 3-5 SIMILAR T-1 T-1 L-2 L-2 L-2 WC-2 WC-2 T-1 T-1 WC-2 WC-2 L-2 L-2 SD-1 WSHR-1 WSHR-1 SD-1 3"VTR 3"VTR 3" V 2" V 2" V 2" V 1 1/2" V 1 1/2" V 3" W 3" W 3" W 3" W 2" W 2" W 3" W 4" W 2" W 3" W 1 1/2" W 3" W 4" W 4" W RISER 16A RISER 16B RISER 16C RISER 16E RISER 16D RISER 16F 2ND FLOOR, FLOORS 3-5 SIMILAR AAV ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION DWV RISERS 7-16 ISOMETRICS P503 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1DWV RISER 7 2 DWV RISER 8 3 DWV RISER 9 4 DWV RISER 10 5 DWV RISER 11 6DWV RISER 12 7 DWV RISER 13 8 DWV RISER 14 9 DWV RISER 15 10 DWV RISER 16 DWV GENERAL NOTES: 1. ALL HORIZONTAL QUARTER BENDS SHALL BE LONG SWEEPS. 2. ALL RISERS BASE QUARTER BENDS SMALLER THAN 4" SHALL BE LONG SWEEPS. 3. PROVIDE WALL OR FLOOR CLEANOUT AT THE BASE OF ALL SANITARY STACKS AT THE 1ST FLOOR AND AT PENETRATIONS OF 2ND FLOOR. COORDINATE ALL CLEANOUT LOCATIONS AND ACCESS POINTS WITH OWNER. WALL CLEANOUT COVERS IN APARTMENTS SHALL BE PRIMED FOR PAINTING. ALL OTHER WALL CLEANOUT COVER FINISHES SHALL BE COORDINATED WITH OWNER. 4. REFER TO P001/3 AND P001/4 FOR TYPICAL WSHR-1/SD-1 DESIGN. 1 T-1 FD-1 WC-2 L-2 1 1/2" W 2" W 3" W 1 1/2" V 3" W 3"VTR 3"VTR RISER 17 2ND FLOOR, FLOORS 3-5 SIMILAR T-1 SD-1 WSHR-1 3"VTR 1 1/2" V 2" V 1 1/2" V 2" V 3" W 2" W 3" W RISER 18A RISER 18B RISER 18 2ND FLOOR, FLOORS 3-5 SIMILAR T-1 WC-2 L-2 RISER 19B RISER 19A 1 1/2" V 1 1/2" W 3" W 3" W 1 1/2" V 1 1/2" V 1 1/2" V 2" W 2" V 3" V 2" V 2" V 3"VTR 2ND FLOOR, FLOORS 3-5 SIMILAR . 2ND FLOOR WESTERN DWV LAYOUT NOT SHOWN, IDENTICAL AS EASTERN SIDE WESTERN SIDE T-1 T-1 3"VTR 2" V 1 1/2" V 3" W 1 1/2" V 2" W 3" V 2ND FLOOR, FLOORS 3-5 SIMILAR T-1 WC-2WSHR-1 L-2 SD-1 FD-1 FD-1 FD-1 1 1/2" V 2" W 3" W3" W 3" W 1 1/2" V 1 1/2" V 2" V 3" W 2" V 3" W 1 1/2" V 3" W 2" V 1 1/2" V 3" V 3"VTR 3" W 1 1/2" V 2ND FLOOR, FLOORS 3-5 SIMILAR PENTHOUSE T-1 T-1 3"VTR 2" V 1 1/2" V 2" V 1 1/2" V 2" W 3" W 2ND FLOOR, FLOORS 3-5 SIMILAR ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION DWV RISERS 17-24 ISOMETRICS P504 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1DWV RISER 17 2 DWV RISER 18 3 DWV RISER 19 4 DWV RISER 20 5 DWV RISER 23 6DWV RISER 24 DWV GENERAL NOTES: 1. ALL HORIZONTAL QUARTER BENDS SHALL BE LONG SWEEPS. 2. ALL RISERS BASE QUARTER BENDS SMALLER THAN 4" SHALL BE LONG SWEEPS. 3. PROVIDE WALL OR FLOOR CLEANOUT AT THE BASE OF ALL SANITARY STACKS AT THE 1ST FLOOR AND AT PENETRATIONS OF 2ND FLOOR. COORDINATE ALL CLEANOUT LOCATIONS AND ACCESS POINTS WITH OWNER. WALL CLEANOUT COVERS IN APARTMENTS SHALL BE PRIMED FOR PAINTING. ALL OTHER WALL CLEANOUT COVER FINISHES SHALL BE COORDINATED WITH OWNER. 4. REFER TO P001/3 AND P001/4 FOR TYPICAL WSHR-1/SD-1 DESIGN. 1 T-1 WC-2 L-2 L-2 WC-2 S-4 WSHR-1 SD-1 WC-3L-2 WC-3 L-2 S-4 S-4 WSHR-1 WSHR-1 SD-1 L-2 WC-3 WC-3 L-2 S-4 S-4 WSHR-1 WSHR-1 SD-1 WC-3 L-2 WC-3 L-2 3" W 3" W 3" W 3" W 3" W 3" W 3" W 6" W 3" W 3" W 3" W 4" W 3" W 1 1/2" W 3" W 3" W 4" W 3" W 3" W 3" W 3" W 3" W 3" W1 1/2" V 2" V 2" W 2" W 2" V 2" V 3"VTR 2" V 2" V 3"VTR 2" V 3"VTR 3"VTR 3"VTR 3"VTR 3"VTR 3"VTR 3"VTR 2ND FLOOR, FLOORS 3-5 SIMILAR RISER 25A RISER 25B RISER 25C RISER 25D RISER 25ERISER 25F RISER 25G RISER 25H RISER 25I 1 1/2" V FROM S-3 2" V FROM FD-3 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION DWV RISER 25 ISOMETRIC P505 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1DWV RISER 25 DWV GENERAL NOTES: 1. ALL HORIZONTAL QUARTER BENDS SHALL BE LONG SWEEPS. 2. ALL RISERS BASE QUARTER BENDS SMALLER THAN 4" SHALL BE LONG SWEEPS. 3. PROVIDE WALL OR FLOOR CLEANOUT AT THE BASE OF ALL SANITARY STACKS AT THE 1ST FLOOR AND AT PENETRATIONS OF 2ND FLOOR. COORDINATE ALL CLEANOUT LOCATIONS AND ACCESS POINTS WITH OWNER. WALL CLEANOUT COVERS IN APARTMENTS SHALL BE PRIMED FOR PAINTING. ALL OTHER WALL CLEANOUT COVER FINISHES SHALL BE COORDINATED WITH OWNER. 4. REFER TO P001/3 AND P001/4 FOR TYPICAL WSHR-1/SD-1 DESIGN. 5. REFER TO P001/5 FOR TYPICAL BACKOUTLET TOILET DETAIL FOR UNITS 211-216. 1 3"VTR 3" W 2" V 1 1/2" V 2" W 3" W 3" W L-2 WC-2 T-1 2ND FLOOR, FLOORS 3-5 SIMILAR S-4 WSHR-1 WSHR-1 SD-1 S-4 S-4 3" W 4" W 4" W 3" W 2" W 1 1/2" V2" W 2" V 2" V 3"VTR3" V 2" V 3" V 3"VTR 1 1/2" V 3" W 3" W3" W 2" V RISER 27.1 RISER 27.2 RISER 27.2A RISER 27.2B 2ND FLOOR, FLOORS 3-5 SIMILAR SHW-2 WC-2L-2 L-2 3" W 2" V 2" W 2" W 1 1/2" W 3" W 3"VTR 2ND FLOOR, FLOORS 3-5 SIMILAR 3" W 3"VTR 3"VTR 3"VTR 3"VTR 3"VTR T-1 WC-2 L-2 S-4 T-1 WC-2 L-2 WSHR-1 WSHR-1 SD-1 3" W 1 1/2" V 3" W 2" W 1 1/2" V 2" V 2" V 1 1/2" V 2" W 2" V 1 1/2" W 3" W 4" W 3" W 1 1/2" W 1 1/2" V 2" V 3" V 2" V 2" V 3" W 4" WRISER 29.1 RISER 29.2 RISER 29.2A RISER 29.2B RISER 29.2C RISER 29.2D 2ND FLOOR, FLOORS 3-5 SIMILAR 2ND FLOOR, FLOORS 3-5 SIMILAR S-4 S-4 S-4 S-4 L-2 WC-2 WC-2 T-1 T-1 L-2 WSHR-1 WSHR-1 S-4 WC-2L-2 WC-2 L-2 BACK TO BACK WSHR-1/SD-1 ASSEMBLY FROM RISER 40 FROM 1ST FLOOR FIXTURES FROM 1ST FLOOR FIXTURES 2ND FLOOR 2ND FLOOR, 3RD FLOOR SIMILAR 3RD FLOOR, FLOORS 4-5 SIMILAR 4TH FLOOR, 5TH FLOOR SIMILAR RISER 30.1 RISER 30.2 RISER 30.2B RISER 30.2A RISER 30.2AA RISER 30.2AB RISER 30.2ABC 3"VTR 1 1/2" V 3"VTR2" V 2" V 1 1/2" W 3" W 3"VTR 3"VTR 3" W 3" W 3" W 1 1/2" V 2" W 3" W 1 1/2" V3" W 1 1/2" W 1 1/2" V 1 1/2" W 1 1/2" V 3" W 4" W 2" V 2" W 3" W 3" W FROM RISER 31 2" V T-1 WC-2 L-2T-1 S-4 WC-2 L-2 SHW-3 WSHR-1 SD-1 S-4 WSHR-1 L-2 WC-2 T-1 WC-2 SHW-3 L-2 RISER 32.2 RISER 32.1 RISER 32.3 RISER 31.2 RISER 31.1 TO RISER 30 TO RISER 33 2" V 1 1/2" V 3" W 3" W 4" W 4" W 3" W 3" W 3" W 3" W 1 1/2" V 2" V 2" V 1 1/2" V 1 1/2" V 2" V 3" W 2" W 2" W 1 1/2" W 1 1/2" V 1 1/2" V 1 1/2" V T-1 WC-2L-2 L-2 WC-2 T-1 T-1 WC-2 L-2 FROM RISER 32 RISER 33A RISER 33B 3" W 2" W 2" W 3" W 1 1/2" V 3" W 2" W 2" V 3"VTR S-4 T-1 L-2WC-2 WSHR-1 SD-1 AAV RISER 34.1 RISER 34.2 RISER 34.3 2ND FLOOR, 3RD FLOOR SIMILAR 3"VTR 3" W 3" W 1 1/2" V 3" W 3" W 1 1/2" W 1 1/2" V 1 1/2" V 2" V 2" W 3" W WC-2 L-2 WC-2 L-2 SHW-2 T-1 S-4 WSHR-1 WC-2 L-2 RISER 35.1 RISER 35.2 RISER 35.5 RISER 35.3 RISER 35.4 4TH FLOOR, 5TH FLOOR SIMILAR 2ND FLOOR, 3RD FLOOR SIMILAR FROM RISER 37 3"VTR 2" V 1 1/2" W 2" V 1 1/2" V 2" W1 1/2" W 3" W 3" W 2" W 3" W 3" W 2" W 1 1/2" V 2" W 3" W 3" W 3" W 3" W 2" V 3" W 2" V 3" V 3"VTR 3"VTR SHW-2 S-4 FROM RISER 35 FROM RISER 38 RISER 36 RISER 37 1 1/2" V 2" V 2" V 1 1/2" V 1 1/2" V 1 1/2" V 2" W 2" W 2" W 1 1/2" V 1 1/2" W 2" W 1 1/2" W 1 1/2" W 2" W 2ND FLOOR, 3RD FLOOR SIMILAR S-4 S-4 2" W 2" W 1 1/2" W 1 1/2" V FROM RISER 37 1 1/2" V S-4 WSHR-1 SD-1WSHR-1 SD-1 T-1 WC-2 L-2 FROM SD-1 BELOW 2" V RISER 39A RISER 39B RISER 39C 2ND FLOOR, FLOORS 3-5 SIMILAR 2ND FLOOR, FLOOR 3 SIMILAR 4TH FLOOR, FLOOR 5 SIMILAR 2" W 4" W 3" W 2" V 3" W 2" V 4" W 3" W 3" W 2" V 3"VTR 3"VTR 3"VTR T-1 T-1 FROM EWC-1 FROM RISER 30 FROM FD-1 2" W2" W 1 1/4" V 1 1/2" V 2" V ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION DWV RISERS 26-40 ISOMETRICS P506 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET DWV GENERAL NOTES: 1. ALL HORIZONTAL QUARTER BENDS SHALL BE LONG SWEEPS. 2. ALL RISERS BASE QUARTER BENDS SMALLER THAN 4" SHALL BE LONG SWEEPS. 3. PROVIDE WALL OR FLOOR CLEANOUT AT THE BASE OF ALL SANITARY STACKS AT THE 1ST FLOOR AND AT PENETRATIONS OF 2ND FLOOR. COORDINATE ALL CLEANOUT LOCATIONS AND ACCESS POINTS WITH OWNER. WALL CLEANOUT COVERS IN APARTMENTS SHALL BE PRIMED FOR PAINTING. ALL OTHER WALL CLEANOUT COVER FINISHES SHALL BE COORDINATED WITH OWNER. 4. REFER TO P001/3 AND P001/4 FOR TYPICAL WSHR-1/SD-1 DESIGN. 1DWV RISER 26 2 DWV RISER 27 3 DWV RISER 28 4 DWV RISER 29 5 DWV RISER 30 6DWV RISER 31 and 32 7 DWV RISER 33 8 DWV RISER 34 9 DWV RISER 35 10DWV RISER 36 AND 37 11 DWV RISER 38 12 DWV RISER 39 13DWV RISER 40 1 4" DOMESTIC WATER METER 1" RW 1" RW 3" CW 3" TW 2 1/2" CW 2 1/2" CW 2 1/2" TW 1" TW 1" CW 1 1/4" CW 1 1/4" TW 1 1/2" TW 1 1/2" CW 1 1/4" TW 1 1/4" CW 2" TW 2" CW 1 1/2" TW 1 1/2" CW 1 1/2" CW 1 1/2" TW 2" TW 2" CW 2 1/2" TW 2 1/2" CW 1 1/4" TW 1 1/4" CW 3/4" TW 1 1/4" CW 1 1/2" TW 1 1/4" TW 1" TW 1 1/4" CW 1 1/4" CW 1 1/2" CW 2 1/2" TW 3" CW 3" TW 4" CW 2" TW 2 1/2" TW 2 1/2" CW 2" TW 1 1/2" TW 1 1/2" CW 1 1/4" TW 1 1/4" CW 1 1/2" CW 1 1/2" TW 1" CW 1" TW 1" CW 1" TW 1" RW 1" RW 3/4" RW 1" RW TO HB-2 TO COFFEE MAKER TO FIRE PLACE TO S-1 RPZ-1 DCVA-1 DCVA-2 4" CW 1 1/2" CW 1 1/2" CW 1 1/2" CW TO COMMERCIAL SPACE 1/2" CW 1/2" CW 1/2" CW 1/2" CW 1" RW 1/2" CW TO SPRINKLER SERVICE 1/2" CW 1/2" CW 1/2" TW1/2" CW 1/2" CW HB-1 1/2" CW 1/2" TW 1/2" TW 1/2" CW S-3 HB-2 HB-2 HB-2 1" RW 1" RW 1" RW HOSE BIB IN TRASH ROOM 1/2" CW 6" CW 8" 2ND FLOOR 12' -0" 3RD FLOOR 22' -0" 4TH FLOOR 32' -0" 5TH FLOOR 42' -0" ROOF 52' -0" 2ND FLOOR 406.54 3RD FLOOR 22' -0" 4TH FLOOR 32' -0" 5TH FLOOR 42' -0" ROOF 52' -0" 2ND FLOOR 406.54' 3RD FLOOR 416.54' 4TH FLOOR 426.54' 5TH FLOOR 436.54' ROOF 446.54' 2ND FLOOR 406.54' 3RD FLOOR 416.54' 4TH FLOOR 426.54' 5TH FLOOR 436.54' ROOF 446.54' PROVIDE CIRCUIT SETTER, BALANCE RECIRCULATION SYSTEM TYPICAL 1 BATHROOM MANIFOLD PROVIDE NEXTCENTURY MULTI-JET M201C AND M201CH COLD AND HOT WATER SUBMETER BETWEEN RISER AND MANIFOLD ACCESSIBLE WITHIN MANIFOLD ACCESS PANEL. TYPICAL FOR ALL APARTMENTS ON ALL FLOORS. 3/4" CW 3/4" TW 1" TW 1" CW 1" TW 1/2" CW 1/2" TW 3/4" CW 3/4" CW 3/4" TW 3/4" TW 1/2" RW 1 1 ACCESS PANEL 1" CW PROVIDE SHUT OFF ON EACH RISER 1 L-2 WC-2 WSHR-1 S-4 1" CW 1" TW 1/2" TW 1/2" CW 1/2" CW1/2" TW 1/2" TW 1/2" CW 1/2" CW SHW-2 3/8" TW VALVED CONNECTION TO DISHWASHER 1/4" CW VALVED CONNECTION TO FRIDGE 1/2" TW1/2" CW 2ND FLOOR 12' -0" 3RD FLOOR 22' -0" 4TH FLOOR 32' -0" 5TH FLOOR 42' -0" 2ND FLOOR 406.54 3RD FLOOR 22' -0" 4TH FLOOR 32' -0" 5TH FLOOR 42' -0" 2ND FLOOR 406.54' 3RD FLOOR 416.54' 4TH FLOOR 426.54' 5TH FLOOR 436.54' 2ND FLOOR 406.54' 3RD FLOOR 416.54' 4TH FLOOR 426.54' 5TH FLOOR 436.54' 1" CW 3/4" TW 3/4" CW 1" TW 1/2" RW 3/4" CW 3/4" TW 1" CW1" TW PROVIDE CIRCUIT SETTER, BALANCE RECIRCULATION SYSTEM TYPICAL 2 BATHROOM MANIFOLDS PROVIDE NEXTCENTURY MULTI-JET M201C AND M201CH COLD AND HOT WATER SUBMETER BETWEEN RISER AND MANIFOLD ACCESSIBLE WITHIN MANIFOLD ACCESS PANEL. TYPICAL FOR ALL APARTMENTS ON ALL FLOORS. ACCESS PANEL PROVIDE SHUT OFF ON EACH RISER 1/2" CW1/2" TW 1/2" CW 1/2" TW 1/2" CW1/2" TW 1/2" CW 1/2" TW 1/2" CW 1/2" CW 1/2" CW 1/2" TW 1/2" CW 1/2" TW T-1 WC-2 L-2 WC-2 T-1 WSHR-1 S-4 L-2 1/4" CW VALVED CONNECTION TO FRIDGE 3/8" TW VALVED CONNECTION TO DISHWASHER 1ST FLOOR 0' -0" 2ND FLOOR 12' -0" 1ST FLOOR 394.54' 2ND FLOOR 406.54' DCVA-1 RPZ-1 1 1/2" CW 3" CW 4" CW 8" 4" CW 4" CW FROM DOMESTIC WATER METER TO UPPER FLOORS AND EASTERN COMMERCIAL SPACES TO WESTERN AMENITRY SPACES MAINTAIN 1" MINIMUM AIRGAP BACKFLOW PRVENTION CLEARANCE GUIDELINES • ALL ASSEMBLIES SHALL BE INSTALLED WITH A CENTERLINE HEIGHT OF 30" TO 60" AFF. • A MINIMUM OF 12" OF CLEARSPACE SHALL BE MAINTAINED ABOVE THE ASSMBLY. • A MINIMUM OF 30" OF CLEAR SPACE SHALL BE MAINTAINED BETWEEN THE FRONT SIDE OF THE DEVICE AND THE NEAREST WALL OR OBSTRUCTION. • AT LEAST 8" CLEARANCE SHALL BE MAINTAINED FROM THE BACK SIDE OF THE DEVICE TO THE NEAREST WALL OR OBSTRUCTION. • ALL RPZ DEVICES MUST HAVE 18" MINIMUM CLEARANCE MAINTAINED BETWEEN THE BOTTOM OF THE RELIEF VALVE AND THE FLOOR. ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" DOMESTIC ISOMETRIC AND DETAILS P507 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1DOMESTIC ISOMETRIC P507 GENERAL NOTES: 1. A 3/4" TEMPERED AND COLD WATER BRANCH LINE SHALL BE PROVIDED TO EACH STUDIO AND 1 BEDROOM APARTMENT AND A 1" TEMPERED AND COLD WATER BRANCH LINE SHALL BE PROVIDED TO EACH 2 BEDROOM APARTMENT. 2. EACH APARTMENT BRANCH LINE SHALL BE CONNECTED TO A COLD AND TEMPERED WATER MANIFOLD LOCATED WITHIN THE APARTMENT. AN ISOLATING BALL VALVE SHALL BE PROVIDED AT THE MANIFOLD. 3. EACH FIXTURE SHALL BE FEED WITH A 1/2" PEX HOME RUN FROM THE MANIFOLD. 4. ALL FIRST FLOOR FIXTURES ON THE RESIDENTIAL SIDE SHALL BE PROVIDED TEMPERED WATER FROM THE 2ND FLOOR TEMPERED WATER LOOP IN COMPLIANCE WITH 2020 ENERGY CONSERVATION CODE OF NYS SECTION C404.5. 5. PROVIDE 1/4" COLD WATER LINE TO FRIDGE AND 3/8" TEMPERED WATER LINE TO DISHWASHER. TEE OFF OF KITCHEN SINK SUPPLIES, PROVIDE BALL VALVES AT TEE ACCESSIBLE FROM WITHIN SINK CABINET. 6. COORDINATE 30" X 30" ACCESS PANEL FOR DOMESTIC WATER SUPPLY MANIFOLD WITH ARCHITECT. ALL BALL VALVES AND BALANCE VALVE MUST BE ACCESSIBLE. WATER METERS MUST BE READABLE. ACCESS PANEL DOOR SHALL BE REMOVABLE. 7. PROVIDE SHUT OFF AT THE START OF EACH RISER IN CEILING. 8. ALL DOMESTIC WATER FIXTURE SUPPLIES FOR ISLAND SINKS AND FIXTURES ON EXTERIOR WALL SHALL BE PROVIDED BELOW FLOOR UNLESS OTHERWISE NOTED. 1/4" = 1'-0" 6 TYPICAL 1 BATHROOM APARTMENT DOMESTIC WATER RISER 1/4" = 1'-0" 4 TYPICAL APARTMENT DOMESTIC WATER DISTRIBUTION PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1/4" = 1'-0" 2 TYPICAL 2 BATHROOM APARTMENT DOMESTIC WATER RISER 1/4" = 1'-0" 5 TYPICAL 2 BATHROOM APARTMENT DOMESTIC LAYOUT1/4" = 1'-0" 3DOMESTIC WATER SERVICE BACKFLOW PREVENTION DETAIL HB-2 HB-2 RD-1 RD-1 RD-3 RDN-1 RDN-1 RDN-3 3" RL 3" RL 3" RL 3" RL 4" RL 4" RL COORDINATE WITH CIVIL RDN-3 RD-1 RD-3 4" RL 4" RL 3" RL 3" RL 4" RL RDN-1 6" RL 4" RL 3" RL 8" RL 10" RL 4" RL 6" RL 4" RL 2" RL 2" RL RD-3 RD-1 RDN-1 RD-3 4" RL 4" RL 3" RL 4" RL 3" RL 4" RL 4" RL 4" RL 4" RL RD-3 AD-1 4" RL 4" RL 4" RL 2" RL 2" RL 6" RL RD-2 RD-2 2" RL2" RL 3" RL 6" RL RDN-3 RDN-3 RD-3 4" RL 4" RL RD-2 2" RL 2" RL RD-1 RD-2 RDN-2 RD-2 2" RL 2" RL 2" RL RDN-3 RDN-2 RDN-1 RD-1 RD-3 RDN-1 6" RL RD-1 3" RL 3" RL 3" RL 3" RL RD-1 2" RL 2" RL 3" RL 3" RL 3" RL 3" RL 10" RL 3" RL 3" RL 2" RL 6" RL CO-1 6" RL 4" RL 4" RL 4" RL 4" RL COORDINATE WITH CIVIL COORDINATE WITH CIVIL RD-2 RD-2 COORDINATE WITH CIVIL 10" RL 4" RL 3" RL 2" RL 2" RL 3" RL 3" RL 4" RL RISER ST1-P RISER ST2-P RISER ST3-P RISER ST4-P RISER ST5-P RISER ST6-P RISER ST7-P RISER ST8-P RISER ST10-P RISER ST14-P RISER ST15-P RISER ST16-P RISER ST18-P RISER ST20-P RISER ST22-P RISER ST19-P RISER ST19/20-P RISER ST2-S RISER ST10-S RISER ST11-P RISER ST11-S RISER ST10/11-P RISER ST1-S RISER ST3-S RISER ST4-S RISER ST5-S RISER ST6-S RISER ST7-S RISER ST8-S RISER ST9-S RISER ST9-P RISER ST8/9-P RISER ST12-P RISER ST12-S RISER ST13-S RISER ST13-P RISER ST10/12/13-S RISER ST14-S RISER ST15-S RISER ST16-P RISER ST17-P RISER ST17-P RISER ST16/17-S RISER ST18-S RISER ST19-S RISER ST20-S RISER ST19/20-S RISER ST21-P RISER ST21-S RISER ST22-S RISER ST6/8/9-S 4" RL RISER ST12/13-P RISER ST14/15-P RISER ST17-S RISER ST16-P RISER ST17-P RISER ST16-S RISER ST21-S RISER ST18-S RISER ST23-P 4TH FLOOR ROOF 4TH FLOOR ROOF 2ND FLOOR ROOF 2ND FLOOR ROOF 1ST FLOOR 2ND FLOOR ROOF 2ND FLOOR ROOF 2ND FLOOR ROOF ENTRANCE ROOF AD-1 FIRST FLOOR 3RD FLOOR ROOF 3RD FLOOR ROOF 3RD FLOOR ROOF ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION STORM WATER ISOMTERIC P508 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1STORM ISOMETRIC STORM GENERAL NOTES: 1. PROVIDE WALL CLEANOUTS AT THE BASE OF ALL PRIMARY STORM RISERS .COORDINATE ALL CLEANOUT LOCATIONS AND ACCESS POINTS WITH OWNER. WALL CLEANOUT COVER FINISHES SHALL BE COORDINATED WITH OWNER. 2. UNLESS OTHERWISE NOTED, ROOF DRAINS ARE LOCATED ON 5TH FLOOR ROOF. 1 S S S AV VB PUMP P-2B AUTOMATIC AIR VENT AV-1 VACUUM BREAKER VB-1 FAIL CLOSED SOLENOID ZONE VALVE ZV-1 FAIL CLOSED SOLENOID ZONE VALVE ZV-1 FAIL OPEN SOLENOID ZONE VALVE ZV-2 FROM ADDITIONAL (17) HPWH-1, PROVIDE BALL VALVE ON EACH LINE TO ADDITIONAL (17) HPWH-1, PROVIDE BALL VALVE ON EACH LINE PUMP P-2A HPWH-1 WH-1 HWT-1 P-1 PUMP ET-1 TO BUILDING FROM BUILDING 1/2" 1/2" 3/4" 3/4" 3/4" 3" 3" 3" 1" HWT-1 HWT-1 FROM BUILDING MV-1 3/4" FS ASTAT FLOW SWITCH 1 AQUASTAT 2 ASTAT ASTAT ASTAT CHECK VALVE BUTTERFLY VALVE MANUAL BALANCING VALVE MANUAL BALANCING VALVE CHECK VALVE BUTTERFLY VALVE WH-1 HWT-1 HWT-1 HWT-1 ET-1 ALL HPWH-1 DOUBLED AND STACKED. HPWH-1HPWH-1 HB-2 HPWH-1HPWH-1HPWH-1HPWH-1HPWH-1HPWH-1HPWH-1 P-2B P-2A 3" HW 3" CW 3" TW 3" CW1" RW P-1 1" CW 1" HW 3/4" CW 3 P601ZV-1 ZV-2ZV-1 VB-1 MV-1 1/2" CW 1/2" TW 1 ROOF 52' -0" ROOF 52' -0" ELEV SHAFT ROOF 55' -11" ROOF 446.54' ROOF 446.54' 1 / 8 " / 1 ' 0 " HPWH-1 HPWH-1 HPWH-1 HPWH-1 HPWH-1 HPWH-1 HPWH-1HPWH-1 HPWH-1HPWH-1 HPWH-1 HPWH-1 HPWH-1HPWH-1HPWH-1HPWH-1 HPWH-1 HPWH-1 HEATPUMP BYPASS FOR BOILER 3/4" CW 3/4" CW 1/2" CW1/2" CW 1/2" HW 1/2" HW 3/4" HW3/4" HW 3/4" CW 3/4" CW 3' - 0 7/8"3' - 4 1/2" 1' - 7 3/4" ZV-2ZV-1 HPWH-1 HPWH-1 HPWH-1 HPWH-1 HPWH-1 HPWH-1 HPWH-1 HPWH-1 HPWH-1 HPWH-1 HPWH-1 HPWH-1 HPWH-1 HPWH-1 HPWH-1 HPWH-1 HPWH-1 HWT-1 HWT-1 HWT-1 WH-1 MV-1 ET-1 P-1 P-2A P-2B ZV-2 ZV-1 ZV-1 FD-1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION As indicated DOMESTIC HOT WATER SCHEMATIC P601 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT No Scale 1 DHW Schematic DOMESTIC HOT WATER PLANT GENERAL NOTES: 1. THE PRIMARY WATER HEATING SYSTEM SHALL BE PROVIDED BY A TOTAL OF (18) HPWH-1, (3) HWT-1, (1) WH-1. 2. EACH HEATPUMP WATER HEATER SYSTEM SHALL BE PROVIDED WITH AN AUTOMATIC DRAIN BACK SYSTEM MADE UP OF SOLENOID VALVES, VACUUM BREAKERS AND AIR ADMITTANCE VALVES. 3. VACUUM BREAKERS AND AIR ADMITTANCE VALVE SHALL BE MOUNTED ABOVE THE TOP OF HWT-1 4. 5 W/FT SELF REGULATING HEAT-TRACE TAPE SHALL BE PROVIDED ON ALL WATER PIPING LEAVING THE BUILDING ENVELOPE. 5. COLD WATER LINES BETWEEN FAIL OPEN SOLENOID VALVE AND HPWH-1 SHALL BE SLOPED BACK TO VALVE AT 1/8' / 1' AND SHALL NEVER GO ABOVE HPWH-1 ELEVATION. 6. DRAIN PIPING FROM FAIL OPEN SOLENOID VALVE TO FLOOR DRAIN WITH 6" AIR GAP. 7. THE HPWH-1 INLET AND OUTLET PIPES SHALL BE PIPED IN REVERSE RETURN ORDER TO ALLOW FOR PROPER PRESSURE AND FLOW BALANCING. THE FIRST HEATPUMP INLET SHALL BE THE LAST HEATPUMP OUTLET. 8. THE HWT-1 INLET AND OUTLET PIPES ON BOTH THE LOAD AND HEATPUMP SIDE OF THE SYSTEM SHALL BE PIPED IN REVERSE RETURN ORDER TO ALLOW FOR PROPER PRESSURE AND FLOW BALANCING. THE FIRST TANK INLET SHALL BE THE LAST HEATPUMP OUTLET. 9. THE ELECTRIC RESISTANCE BOILER WH-1 SHALL BE PIPED IN A "CLOSE SPACED TEE" ARRANGEMENT WITH AN INJECTOR PUMP. 10. MOUNT EACH HPWH-1 WITH QUICK SLING RACK. PROVIDE DRAIN PAN AND DRAIN AWAY FROM OTHER UNITS. 11. PROVIDE BALL VALVE ON EACH INLET AND OUTLET OF HPWH-1 12. PROVIDE TACO CLARITY 3 CONTROLLER. CONTRACTOR RESPONSIBLE FOR CONFIGURING CONTROLLER TO MEET SEQUENCE OF OPERATIONS. 13. ADJUST FLOW RATE FOR P-2A AND P-2B VIA BUTTERFLY VALVE AND MANUAL CIRCUIT SETTER TO PRODUCE 4.46 GPM. 14. PROVIDE AQUASTAT 1 AND 3 IN EACH HWT-1, CHAIN TOGETHER TO READ IDENTICAL TEMPERATURE AQUASTAT 3 SHALL BE FOR HPWH-1 REFER TO MANUFACTURERS INSTRUCTIONS FOR WIRING REQUIREMENTS. 15. ALL DISCONNECTS PROVIDED BY ELECTRICAL CONTRACTOR. 1/4" = 1'-0" 2 ROOF PLUMBING PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1/4" = 1'-0" 3 HPWH-1 PIPING 4DHW ISOMETRIC DOMESTIC HOT WATER PLANT SEQUENCE OF OPERATIONS. 1. HOT WATER PLANT HPWH-1 PRIMARY HEATING PROTOCOL A. HPWH-1 HAS INTEGRAL CONTROLS. HPWH-1 SHALL BE SET TO 150 F AND INTERNAL CONTROLS WILL DETERMINE SEQUENCE OF OPERATION. 2. HOT WATER PLANT WH-1 PRIMARY BACK UP HEATING PROTOCOL A. IF WH-1 AQUASTAT 1 SENSES HWT-1 IS BELOW TARGET TEMPERATURE (XXX F) AND FLOW METER 1 DOES NOT DETECT FLOW. P-2A TO TURN ON. B. IF P-2A IS ON AND AQUATSTAT 2 DETECTS TEMPERATURE BELOW 150 F TURN ON P-2B. C. WH-1 SHALL STAGE ELEMENTS DEPENDENT ON INLET TEMPERATURE. D. IF FLOW SWITCH 1 DETECTS FLOW TURN OFF P-2A AND P-2B. E. IF AQUASTAT 2 DETECTS TEMPERATURE (XXX F) TURN OFF P-2A AND P-2B. 3. HOT WATER PLANT HPWH-1 PRIMARY WH-1 SUPPLEMENTARY HEATING PROTOCOL A. IF AQUASTAT 1 DETECTS TEMPERATURE BELOW (XXX F) TURN ON P-2A B. IF P-2A IS ON AND AQUATSTAT 2 DETECTS TEMPERATURE BELOW 150 F TURN ON P-2B. C. WH-1 SHALL STAGE ELEMENTS DEPENDENT ON INLET TEMPERATURE. D. IF FLOW SWITCH 1 DETECTS FLOW TURN OFF P-2A AND P-2B. E. IF AQUASTAT 2 DETECTS TEMPERATURE (XXX F) TURN OFF P-2A AND P-2B. 4. POWER OUTAGE DURING HPWH-1 OPERATION A. DURING A POWER OUTAGE EVENT, THE SYSTEM IS DESIGNED TO AUTOMATICALLY PURGE HPWH-1 OF ALL WATER. ZONE VALVES ZV-1 (NORMALLY CLOSED WHEN DE-ENERGIZED) AND ZV-2 (NORMALLY OPEN WHEN GE-ENERGIZED) WILL OPEN OR CLOSE TO THEIR DE-ENERGIZED STATE. ZV-1 SHALL COMPLETELY ISOLATE THE HPWH-1 PIPING FROM THE REST OF THE PLANT. B. ONCE POWER IS RESTORED, ZV-1 AND ZV-2 WILL REVERT TO THEIR ENERGIZED STATE AND THE HPWH-1 SYSTEM WILL FILL AUTOMATICALLY. 1 TYPICAL HPWH-1 CONNECTIONS 1" 1" 3" 3 A OS S P SWITCH DUPLEX RECEPTACLE QUAD RECEPTACLE EXIT SIGN -CEILING EMERGENCY LIGHT EXIT SIGN -WALL # G:GFCI A:Above Counter W:Weatherproof NEW CONCEALED WIRING SURFACE MOUNT # Indicates Quantity of Jacks if More than One CLG: MOUNT TO CEILING AC:MOUNT ABOVE CEILING DATA OUTLET 3:3 Way 4:4 Way OS:Occupancy Sensor VS:Vacancy Sensor KP:Keypad LINEAR FIXTUREPANELBOARD-RECESSED PANELBOARD-SURFACE LEGEND CEILING OCCUPANCY SENSOR NEW SURFACE RACEWAY SECURITY SYSTEM REMOTE EMERGENCY HEAD DOOR OPERATOR DOWNLIGHT WALL WASH CARD READER CR CALL BUTTON DOOR OPERATOR PUSH BUTTON P DOOR OPERATOR DO DOOR CONTACT DC REQUEST TO EXIT REX KEYPAD KP MOTION SENSOR MS ACCESS CONTROL PANEL AP ELECTRIC STRIKE ES MAGNETIC STRIKE MS 208 VOLT RECEPTACLE PENDANT LIGHT CAMERA FLOOR BOX CORNER OCCUPANCY SENSOR HORN/STROBE / Candela STROBE / Candela PULL STATION SMOKE DETECTOR P: Photoelectric I: Ionization D: Duct H/S: Heat & Smoke CO: Carbon Monoxide # # Indicates Total Quantity of Jacks, Including (1) Voice VOICE/DATA OUTLET FIRE ALARM CONTROL PANEL FACP DOOR HOLDER REMOTE ANNUNCIATOR RA 75 75 EMERGENCY COMMUNICATIONS PANEL ECP EMERGENCY CALL STATION EC MODULE 1 (DIMU8) INPUT A INPUT B ZONE 1 (FITNESS CENTER) ZONE 2 (FITNESS CENTER) ZONE 12 (MAILROOM) ZONE 10 (LOBBY) ZONE 18 (LOBBY) ZONE 25 (RESIDENT LOUNGE) MODULE 3 (LV8) INPUT A INPUT B ZONE 3 (FITNESS CENTER) ZONE 4 (YOGA) ZONE 5 (ELEVATOR LOBBY) ZONE 7 (HALLWAY) ZONE 8 (HALLWAY) ZONE 9 (LOBBY) ZONE 11 (VESTIBULE) ZONE 13 (MAILROOM) MODULE 2 (DIMU8) INPUT A INPUT B ZONE 28 (RESIDENT LOUNGE) ZONE 29 (RESIDENT LOUNGE) ZONE 22 (RESIDENT LOUNGE) ZONE 6 (ELEVATOR LOBBY) MODULE 4 (LV8) INPUT A INPUT B ZONE 14 (LOBBY) ZONE 15 (LOBBY) ZONE 17 (LOBBY) ZONE 19 (LOBBY) ZONE 20 (RESIDENT LOUNGE) ZONE 21 (RESIDENT LOUNGE) ZONE 23 (RESIDENT LOUNGE) ZONE 24 (RESIDENT LOUNGE) ZONE 16 (LOBBY) MODULE 5 (LV8) INPUT A INPUT B ZONE 26 (RESIDENT LOUNGE) ZONE 27 (RESIDENT LOUNGE) ZONE 30 (RESIDENT LOUNGE) ZONE 31 (LEASING OFFICE) ZONE 32 (PACKAGE ROOM) ZONE 33 (PET SPA) ZONE 34 (BIKE ROOM) ZONE 35 (TRASH ROOM) HP-1/51 INPUT 120V CIRCUITSLIGHTING CONTROL ZONES ZONE 36 (BUILDING EXTERIOR) HP-1/52 HP-1/53 HP-1/54 HP-1/55 HP-1/56 HP-1/57 HP-1/58 HP-1/59 ZONE 37 (BUILDING EXTERIOR) ZONE 38 (BUILDING EXTERIOR) HP -1/60 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION As indicated NOTES, SCHEDULE & LEGEND E001 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT LIGHTING FIXTURE SCHEDULE TypeManufacturerModelDescriptionAppar ent LoadComments AA1SistemaluxLOG3-R-T-NC-H-930-AFL-VOLT-01-D10Recessed Adjustable Angle Downlight13 W ACL1Inter-luxWG-20ZCG-RBT-S-LENGTH-H-930-D010-P4-LL45C-WCove Graze LED0 WRated at 10 W/ft. Lengths to be verified in field. ACL2Inter-luxWG-20LWW-RBT-S-A-M-930-D010-OD-WRecessed LED Linear Wall Wash0 WRated at 6.4 W/ft. Lengths to be verified in field. ACLCInter-luxWG-20ZCG-RB T-S-LENGTH-H-927-D010-P4-LL45C-WRecessed LED Linear Wall Wash, 2700K180 WRated at 10 W/ft. Lengths to be verified in field. AD1Inter-luxWG-100RPTDLF-RBT-M-930-D010-RRC-MPL-65-W-WLRecessed LED Downlight, Wet Rated8 W AD2Inter-luxWG-100RPTDLF-RBT-M-930-D010-RRC-MPL-41-WRecessed LED Downlight8 W AD3OmnilightORB-30-S-BN-MCLED Puck Light4 W AD4OmnilightORB-30-S-BN-MCLED Puck Light4 W AD5Inter-luxWG-100RPTD-RBT-M-930-D010-RRC-RSO-110-WRecessed LED Downlight15 W AF1AFXRVF162600L30D2BKGDSurface Mount LED31 W AF2marsetPlaff-on! 50 LED SMD 36W 3000KSurface Mount LED36 WProvide with 3000K temperature rating and 0-10V dimming. AF3KuzcoFM43518-BKLED 18" Round Surface Mount, Black30 W AF4KuzcoFM43522-BKLED 22" Round Surface Mount, Black42 W AF5AFXRVF121400L30D2 WHBKReveal LED Flush Mount18 W AL1Inter-luxWG-20LRR-RPT-S-LENGTH-M-930-D010-LL45W-WRecessed LED Linear51 WRated at 6.4 W/ft. Lengths to be verified in field. AL2tivoliTPLE-SB-I-30-24-MINI-CHAN-SLV-6. 5-MINI-LNS-OP-6.5-MINI-EC-(EN DCAPS)-MINI-MTBK Surface Mount Linear LED0 WRated at 3.2 W/ft. Fixture lengths to be verified in field. Refer to Architectural drawings for mounting heights. Provide ADUL Series Class 2 Transformer (ADUL-120-1-4-24-DOT) to support no more than 30 ft of LED tape per channel. Provide DIM-LD-010 dimmer. Mount drivers and dimmers in package room. AL3tivoliTPLE-SB-I-30-24-MINI-CHAN-SLV-6.5-MINI-LNS-OP-6.5-MINI-EC-(EN DCAPS)-MINI-MTBK Surface Mount Linear LED0 WRated at 3.2 W/ft. Lengths to be verified in field. Provide ADUL Series Class 2 Transformer (ADUL-120-1-4-24-DOT) to support no more than 30 ft of LED tape per channel. Provide DIM-LD-010 dimmer. Mount drivers in package room. Lengths to be verified in field. AL4LEDLinearVARIOLED 0002-NEXUS HD10-W9-30-LO-(CONNECTOR)-E-FMP-LENGTH TO BE VERIFIED-IP20 Surface Mount Linear LED0 WRated at 2.9 W/ft. Provide D-REM-030W-DIM-UNV-IP65 driver for each instance of fixture type. Lengths to be verified in field. AL5tivoliTPLE-SB-I-30-24-MINI-CHAN-SLV-6.5-MINI-LNS-OP-6.5-MINI-EC-(EN DCAPS)-MINI-MTBK Surface Mount Linear LED16 WRated at 3.2 W/ft. Fixture lengths to be verified in field. Refer to Architectural drawings for mounting heights. Provide ADUL Series Class 2 Transformer (ADUL-120-1-4-24-DOT) to support no more than 30 ft of LED tape per channel. Provide DIM-LD-010 dimme ALP1Sonneman2818.25-6 (BLACK)Decorative Linear Pendant36 WLocate remote driver in accessible/serviceable location in Package Room 102. Refer to Arch elevations for mounting height. ALP2Sonneman22QKCL02120PHA (BLACK) Ola Double Linear LED PendantDecorative Linear Pendant24 WRefer to Arch elevations for mounting height. ALP2_ALT1Sonneman2839.25 (BLACK) Morii PendantDecorative Linear Pendant34 WRefer to Arch elevations for mounting height. ALP2_ALT2Seed DesignSLD-3981PL (BLACK) Mumu Pendant XLDecorative Linear Pendant48 WRefer to Arch elevations for mounting height. ALR1LEDLinearVarioLED 1300-Nexus HD15-W9-30-S-OP-B-FMC-IP20SurfaceMount Shallow LED Linear28 WRated at 4.7W/ft. Provide D-REM-030W-DIM-UNV-IP65 driver for each instance of fixture type. Lengths to be verified in field. AP1ATooyTOY959218 (9.8" diameter)Decorative Pendant, Copper Finish, Black Smoke Shade 12 WRefer to Arch elevations for mounting height. Provide with 3000K color temperature. AP1A_ALT1DCW EditionsHere Comes the Sun Pendant (Medium)Decorative Pendant25 WRefer to Arch elevations for mounting height. Provide dimmable LED A19 3000K (25W max) bulb for each instance. AP1BTooyTOY959214 (13.8" diameter)Decorative Pendant, Copper Finish, Black Smoke Shade 12 WRefer to Arch elevations for mounting height. Provide with 3000K color temperature. AP1B_ALT1DCW EditionsHere Comes the Sun Pendant (Large)Decorative Pendant40 WRefer to Arch elevations for mounting height. Provide dimmable LED A19 3000K (40W max) bulb for each instance. AP2Secto DesignSEC856338Octo 4241 Pendant, Black Laminated Birch, 17.7" 22 WRefer to Arch elevations for mounting height. Provide 22W LED E26 3000K bulb for each instance of fixture. AP3Sonneman2656.25A9-Light LED Pendant, Black Finish60 WRefer to Arch elevations for mounting height. AP3_ALT1KuzcoPD12732-BKLED Pendant145 WRefer to Arch elevations for mounting height. Provide ELV dimmer for fixture. AP4AGraypantsDisc16 Pendant Natural GP-141Decorative Pendant15 WRefer to Arch elevations for mounting height. Provide LED A19 3000K bulb (15W max) for each instance of fixture. AP4BGraypantsMoon10 Pendant Natural GP-161Decorative Pendant15 WRefer to Arch elevations for mounting height. Provide LED A19 3000K bulb (15W max) for each instance of fixture. AP4CGraypantsMoon14 Pendant Natural GP-162Decorative Pendant15 WRefer to Arch elevations for mounting height. Provide LED A19 3000K bulb (15W max) for each instance of fixture. AW1Sonneman2711.72-WLDecorative Wall Sconce12 WProvide (2) 3000K LED Replacement bulbs. Refer to Arch elevations for mounting height. AW1_ALT1Access20407LEDD-BL/GDDecorative Wall Sconce12 WRefer to Arch elevations for mounting height. AW2Birchwood LightingHAI-LED-225 -1B-HLO-30-8-FB-FW-D1-RAS-1TR-R-FB-5Round Linear LED47 WProvide with 1TR Trim & 1.25" Knuckle selection, with 6" Arm Length. AWCAlva (Auberge)AU- R15W-27-9-RE7W12H-RV-DP12A-BLKLED Wall Sconce15 WRefer to Arch elevations for mounting height. AWC_BAlva (Auberge)AU- R15W-27-9-RE7W12H-RVLED Wall Sconce15 WRefer to Arch elevations for mounting height. CLCtivoliTPLE-VHO-I-27-24-DWAR-CHA N-SLV-6.5-DWAR-LNS-OPL-6.5Recessed Cove Light0 WRated 4.5 W/ft. Lengths to be verified in field. Provide fixture with modified channel with light provided only on one side. Refer to Electrical drawings for direction of light source. E1WAC LightingWS-W15710-BKOutdoor LED Wall Sconce, Black Finish12 W E2WAC LightingWS-W15708-BKOutdoor LED Wall Sconce, Black Finish12 WRefer to Arch elevations for mounting height. Controlled by switch in dwelling unit. E3WAC Lighting5111-27BKLED Flood Light9 WRefer to Architectural drawings for mounting locations and heights. Provide transformer. E4LithoniaOLMF-P1-40K-120V-DDBLED Flood Light28 WRefer to Arch elevations for mounting height. Fixtures are for emergency operation only. E5Tokistar LightingEXBK-12-UBWW-G14-FLED String lights29 WRefer to Arch elevations for mounting height. Provide T24-300 transformer, mount in accessible location. Provide EX-MDA-BK and catenary cable to string fixtures across alleyway. Coordinate locations of poles to support cable with landscape architects. E6DBFAC85-265V 15WLED Downlight, Wet Rated15 WFixtures to be controlled by centralized lighting controller. Operations shall conform with requirements of IECC for outdoor light fixture operation. EX1LithoniaLRP W 1 RC 120/277 TMCeiling-mount Architectural Exit Sign, Red Letters on Clear 5 WRefer to planset for direction arrows. EX2LithoniaLRP W 2 RMR DA 120/277 TMCeiling-mount Architectural Exit Sign, Red Letters on Mirror 5 WRefer to planset for direction arrows. EX3LithoniaLQM S W 3 R 120/277 SDVersatile-mount Exit Sign, Red Letters on White Body, Self Diagnostics 5 WRefer to planset for direction arrows. PRAB LightingVXBRLED13DGLED Vaporproof Fixture15 W RLamar LEDTTU48M-40EMWall Mount Strip light29 WControlled by integrated motion sensor. Fixtures shall dim to 25% output after time delay of 5 minutes. S1Day-Brite CFI by SignifyFSS430L830-UNV-DIM4' Linear LED32 WFixture to be surface mounted, except for indicated on planset. Refer to keyed notes for mounting heights, where applicable. Where fixture is to be suspended, provide accessory FKR-126. S2Day-Brite CFI by SignifyFSS220L830-UNV-DIM2' Linear LED17 W TGE EvolveECLS-01-0-T5-SM-7-30-A-A-SM-WHTECanopy LED Soffit29 WFixture shall be supplied with integrated motion sensor and photocell. Fixtures shall dim to 20% output during inactive periods. UBLitonLCMPD5RW-T27LED Ceiling Disk, White, 2700K11 WRefer to Architectural drawings for spacing and placement. UCLitonLCMPD5RW-T27LED Ceiling Disk, White, 2700K11 WRefer to Architectural drawings for spacing and placement. UELitonLCMPD5RW-T2 7LED Ceiling Disk, White, 2700K11 WRefer to Architectural drawings for spacing and placement. UHLitonLCMPD5RW-T27LED Ceiling Disk, White, 2700K11 WRefer to Architectural drawings for spacing and placement. UKLitonLCMPD5RW-T27LED Ceiling Disk, White, 2700K11 WRefer to Architectural drawings for spacing and placement. UPEGLOTOROTRETO 62547ALED Slim Pendant10 WRefer to Architectural drawings for spacing and placement. USLitonLCMPD5RB-T27LED Ceiling Disk, Black, Wet rated11 WRefer to Architectural drawings for spacing and placement. UVMODCREATIONStudio5469Bathro om Vanity Fixture18 WProvide (2) 2700K LED bulbs. Refer to Arch drawings for mounting height. LIGHTING CONTROL NOTES 1. ALL OCCUPANCY/VACANCY SENSORS SHALL BE MANUALLY ADJUSTED TO EXTINGUISH LIGHTS AFTER A PERIOD OF 5 MINUTES OF INACTIVITY. 2. STAIRWELL LIGHT FIXTURES HAVE INTEGRATED MOTION SENSORS. REFER TO LIGHT FIXTURE SCHEDULE FOR CONTROL SETTINGS. 3. OCCUPANCY SENSORS SHALL CONTROL ALL HALL OR ROOM LIGHTING, UNLESS OTHERWISE NOTED. WHERE FIXTURES ARE TO REMAIN CONSTANTLY ILLUMINATED, UNOCCUPIED LIGHTING LEVELS SHALL BE 20% OF OCCUPIED LEVELS. 4. ALL EMERGENCY LIGHTING AND EXIT SIGNAGE SHALL BE FED FROM GENERATOR DISTRIBUTION PANEL. 5. LIGHTS DESIGNATED WITH “EM”ARE TO PROVIDE EMERGENCY EGRESS LIGHTING. WHERE CONTROLLED BY CRESTRON CONTROLLER OR LOCAL SWITCHING/OCCUPANCY CONTROL, PROVIDE BODINE GTD20A TRANSFER SWITCH/LIGHTING CONTROL DEVICES FOR EACH ZONE TO ALLOW BYPASSING OF CONTROLLER UPON LOSS OF NORMAL POWER. ELSEWHERE, FIXTURES ARE POWERED DIRECTLY FROM GENERATOR DISTRIBTUION PANEL. 6. CONTROL OF EXTERIOR LIGHTING ZONE 36, EGRESS AND SITE LIGHT FIXTURES SHALL HAVE DAYLIGHT SHUTOFF AND MOTION DETECTION CONTROLS. LIGHT FIXTURES SHALL DIM TO 50% WHEN NO ACTIVITY HAS BEEN DETECTED FOR MORE THAN 5 MINUTES. LIGHTS SHALL ALSO DIM TO 50% BETWEEN MIDNIGHT AND 6AM. EXTERIOR LIGHTING CONTROLS SHALL CONFORM TO 2020 ENERGY CONSERVATION CODE OF NYS SECTION C405.2.6. LIGHT FIXTURE SCHEDULE NOTES 1. PROVIDE SUBMITTAL FOR EACH LIGHT FIXTURE FOR REVIEW BY OWNER'S ENERGY CONSULTANT. 2. FOR ANY SUBMITTED FIXTURE WITH SCREW-IN LAMPS, EC SHALL PROVIDE LED LAMPS AS APPROVED BY OWNER, ENGINEER, AND ENERGY CONSULTANT. 3. ALL LIGHTING ON FIRST FLOOR TO BE 3000K, UNLESS OTHERWISE NOTED. LIGHTING IN DWELLING UNITS AND SUPPORTING SPACES TO BE 2700KUNLESS OTHERWISE NOTED. 4. CONTRACTOR TO PROVIDE ALTERNATIVE PRICING FOR ALL FIXTURES MARKED "ALT#". 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET ENERGY CODE COMPLIANCE NOTES 1. PROJECT DOES NOT CONTAIN ANY DAYLIGHTING SIDELIT OR TOPLIT ZONES. 2. REFER TO LIGHTING CONTROL NOTES ABOVE AND TO LIGHT FIXTURE SCHEDULE FOR INDIVIDUAL FIXTURE CONTROL DETAILS. No Scale 1 LIGHTING CONTROLLER ZONES GAS SERVICE ALTERNATE 1. IF GAS SERVICE IS PROVIDED TO BUILDING, CONTRACTOR SHALL PROVIDECARBON MONIXIDE DETECTION IN COMPLIANCE WITH SECTION 915 OF THE FIRE CODE OF NEW YORK STATE. 1 1 1 1 1 1 1 5000A-3P 208Y/120V 3PH-4W MAIN SERVICE DISCONNECT 600-3PCT CAB HOUSE 1600-3P 800A MB 208Y-120V 4W-3PH MAIN HOUSE PANEL "MHP" UNDERGROUND TO PAD MOUNTED TRANSFORMER FIRST FLOOR APT PANEL 125A MLO 208/120V 1PH-3W 24SP 600A 3PH TERMINAL BLOCK (BOD: SQD EZM3600TB) 225A 5-METER SOCKET STACK, 800A RATED HORIZONTAL BUSBAR (BOD: SQD EZMH315225), TYPICAL OF (6). EACH APARTMENT FEED TO BE PROTECTED BY 100A-2P BREAKER. 225A 4-METER SOCKET STACK, 800A RATED HORIZONTAL BUSBAR (BOD: SQD EZMH314225), TYPICAL OF (1). EACH APARTMENT FEED TO BE PROTECTED BY 100A-2P BREAKER. SECOND FLOOR THIRD FLOOR 600-3P600-3P600-3P 600A 3PH TERMINAL BLOCK (BOD: SQD EZM3600TB) 225A 5-METER SOCKET STACK, 800A RATED HORIZONTAL BUSBAR (BOD: SQD EZMH315225), TYPICAL OF (6). EACH APARTMENT FEED TO BE PROTECTED BY 100A-2P BREAKER. 225A 4-METER SOCKET STACK, 800A RATED HORIZONTAL BUSBAR (BOD: SQD EZMH314225), TYPICAL OF (1). EACH APARTMENT FEED TO BE PROTECTED BY 100A-2P BREAKER. FOURTH FLOOR 600A 3PH TERMINAL BLOCK (BOD: SQD EZM3600TB) 225A 5-METER SOCKET STACK, 800A RATED HORIZONTAL BUSBAR (BOD: SQD EZMH315225), TYPICAL OF (5). EACH APARTMENT FEED TO BE PROTECTED BY 100A-2P BREAKER. 225A 4-METER SOCKET STACK, 800A RATED HORIZONTAL BUSBAR (BOD: SQD EZMH314225), TYPICAL OF (1). EACH APARTMENT FEED TO BE PROTECTED BY 100A-2P BREAKER. FIFTH FLOOR 600A 3PH TERMINAL BLOCK (BOD: SQD EZM3600TB) 225A 6-METER SOCKET STACK, 800A RATED HORIZONTAL BUSBAR (BOD: SQD EZM315225), TYPICAL OF (5). EACH APARTMENT FEED TO BE PROTECTED BY 100A-2P BREAKER. 225A 6-METER SOCKET STACK, 800A RATED HORIZONTAL BUSBAR (BOD: SQD EZM314225), TYPICAL OF (1). EACH APARTMENT FEED TO BE PROTECTED BY 100A-2P BREAKER. 225A 3-METER SOCKET STACK, 800A RATED HORIZONTAL BUSBAR (BOD: SQD EZMH313225), TYPICAL OF (1). EACH APARTMENT FEED TO BE PROTECTED BY 100A-2P BREAKER. APT PANEL 125A MLO 208/120V 1PH-3W 24SP TYPICAL OF (34) PANELS APT PANEL 125A MLO 208/120V 1PH-3W 24SP APT PANEL 125A MLO 208/120V 1PH-3W 24SP TYPICAL OF (34) PANELS APT PANEL 125A MLO 208/120V 1PH-3W 24SP APT PANEL 125A MLO 208/120V 1PH-3W 24SP TYPICAL OF (32) PANELS APT PANEL 125A MLO 208/120V 1PH-3W 24SP APT PANEL 125A MLO 208/120V 1PH-3W 24SP TYPICAL OF (29) PANELS ROOF 800A MB 208Y/120V 3PH-4W COMMERCIAL SPACE 1 PANEL "CP1" 800A MB 208Y/120V 3PH-4W COMMERCIAL SPACE 2 PANEL "CP2" 800A MB 208Y-120V 3PH-4W COMMERCIAL SPACE 3 PANEL "CP3" 1200A MB 208Y-120V 4W-3PH ROOF PANEL "P-ROOF" HOUSE PANEL "HP-2" 225A MLO 208/120V 3PH-4W HOUSE PANEL "HP-4" 225A MLO 208Y/120V 3PH-4W FEED FROM LUGS ON HOUSE CT CABINET IN MAIN SWITCH BOARD 40KW EMERGENCY DIESEL GENERATOR 208Y/120V 3PH-4WGEN ATS 150A 208Y/120V 3PH-4W ELECTRIC ROOM 122 ELEVATOR 1 CONTROLLER 15HP MOTOR 60A-3P UNFUSED DISCONNECT AT TOP OF HOISTWAY GEN PANEL 150A 208Y/120V 3PH-4W 60A-3P FUSED DISCONNECT 60A-3P FUSED SHUNT-TRIP DISCONNECT ELEVATOR 2 CONTROLLER 15HP MOTOR 60A-3P UNFUSED DISCONNECT AT TOP OF HOISTWAY FEEDER SCHEDULE ALL WIRE SIZES AWG, ALL WIRING CU UNLESS OTHERWISE INDICATED SYMPER PHASENEUTRALEGCCONDUIT A B B B L D D B F F F F G H A(12) 750MCM AL(12) 750MCM AL-4" B(2) 500MCM AL(2) 500MCM AL#2/0 AL3" C(2) 250MCM AL(2) 250MCM AL#1 AL2-1/2" D(1) 300MCM AL(1) 300MCM AL#2 AL3" E(4) 500MCM AL(4) 500MCM AL250M AL3" F(1) #4(1) #4#81-1/2" G(1) #3/0(1) #3/0#62" H(1) #1/0(1) #1/0#62" J J(1) #1(1) #1#8SER CABLE E J J J NOTE: ALL WIRE/CABLE SIZES SHOWN ON DRAWINGS ARE SIZED BASED ON FUSE OR BREAKER SIZE. CONTRACTOR TO VERIFY SUFFICIENT CONDUCTOR SIZE FOR VOLTAGE DROP BASED ON FINAL CONDUCTOR LENGTH FOR EACH SERVICE OR CIRCUIT. IF ALUMINUM CONDUCTORS ARE USED IN PLACE OF COPPER CONDUCTORS, WIREAND CONDUIT SIZED SHALL BE BASED ON NEC ALLOWABLE AMPERAGES FOR ALUMINUM CONDUCTORS. H TELECOM ROOM 118 GYM PANEL "P-GYM" 225A MLO 208/120V 3W-1PH HOUSE PANEL "HP-1" 400A MLO 208Y/120V 4W-3PH C K L K(1) #3/0(1) #3/0-2" L(4) 400MCM AL(4) 400MCM AL#3/0 AL2-1/2" GENERAL NOTES 1. WHERE FEEDERS TO APARTMENTS PANELS ARE NOT UPSIZED FOR VOLTAGE DROP, 125A METER SOCKETS MAY BE USED. DHW PANEL "P-DHW" 400A MLO 208Y/120V 3PH-4W C TO PANEL PROOF E CT CAB & METER L CT CAB & METER L CT CAB & METER M(6) 400MCM AL(6) 400MCM AL#4/0 AL2-1/2" LLL BICYCLE ROOM 115 FITNESS CENTER 108 1600-3P 800-3P 800-3P 800-3P TO CT CABINETS IN TELECOM ROOM 118 TO SWITCHBOARD IN ELECTRIC ROOM 122 SERVICE DISCONNECT 6 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 3/8" = 1'-0" ELECTRICAL RISER DIAGRAM E002 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT No Scale 1 ELECTRICAL RISER 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET CR CR 1 CRCRCR CR 1 1 1 1 AC 1 1 1 1 1 AC AC TV 4 AC 4000A 208Y/120V MAIN SERVICE DISCONNECT APARTMENT SERVICE BREAKER SECTIONS HOUSE METER & CT CABINET / 1E404 / 1E403 / 1E405 / 1E402 / 1E401 / 1E401 / 1E402 / 1E401 YOGA STUDIO 109 RESIDENT LOUNGE 107 PET RELIEF AREA 111 PET SPA 110 RESTROOM 112 RESTROOM 113ELEVATOR LOBBY 106 PACKAGE ROOM 102 MAIL ROOM 103 TRASH ROOM 116 ELEV 2 ELEV 1CENTRAL STAIR TELECOM ROOM 118 UTILITY CORRIDOR 117 ELECTRIC ROOM 122 40KW DIESEL GENERATOR 208/120V 3PH-4W LEVEL 2 ENCLOSURE GENERATOR SETBACK BOLLARD, TYP 1 GEN TRANSFER SWITCH P-GEN MHP ELEVATOR DISCONNECTS FITNESS CENTER 108 COMMERCIAL TENANT SPACE 119 LOBBY 101 VESTIBULE 100 WATER SERVICE ROOM 105 LEASING OFFICE 104 2 FACP HP-1 P-GYM BICYCLE ROOM 115 EXIT CORRIDOR 114 EXIT CORRIDOR 125 STORAGE 130 EAST STAIR 123 STORAGE 123B STORAGE 124B APPROXIMATE ROUTING OF GENERATOR EXHAUST TO CHASE, EXTENDING TO ROOF3 44 4"x4"JUNCTION/ PULLBOX4"x4"JUNCTION/ PULLBOX ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 3/32" = 1'-0" 1ST FLOOR POWER & DATA E101 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 3/32" = 1'-0" 1 FIRST FLOOR -POWER & DATA KEYNOTE LEGEND Key ValueKeynote Text 1PROVIDE 8" CONCRETE PAD FOR GENERATOR. PAD SHALL EXTEND 6" FROM EDGE OF GENERATOR ALL AROUND. 2REFER TO LANDSCAPE DRAWINGS FOR BOLLARD DETAILS AND EXACT LOCATIONS. 3PROVIDE 3" DIAMETER BLACK STAINLESS STEEL PIPE WRAPPED IN 2" DURABACK INSULATION FOR GENERATOR EXHAUST. COORDINATE ROUTING THROUGH CHASE WITH FRAMING. PROVIDE HILTI C-BJ-7005 WHERE IT PENETRATES RATED CEILING ABOVE GARAGE. PROVIDE THIMBLE WHERE PIPE PENETRATES ROOF. 4PROVIDE 1" PVC CONDUIT UNDERGROUND FROM PANEL MHP TO JUNCTION/PULL BOX INDICATED. INSTALL PULL STRING FOR FUTURE INSTALLATION OF EV CHARGING STATION. E101 GENERAL NOTES 1. REFER TO DRAWING E401, E403 & SPECIFICATION SECTION 087100 FOR ACCESS CONTROLS INFORMATION. BUILDING SECURITY TO BE PROVIDED BY OTHERS. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 1 1 HP-2 / 1E406 / 1E410 / 1E406 / 1E407 / 1E409 / 1E406 / 1E407 / 1E408 EZM3CORNER EZM3EXT 800A TERMINAL BLOCK 5-METER STACK (TYP OF 6) 4-METER STACK (TYP OF 1) DATA DISTRIBUTION APPROXIMATE ROUTING OF GENERATOR EXHAUST THROUGH CHASE, EXTENDING TO ROOF 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 3/32" = 1'-0" 2ND FLOOR POWER & DATA E102 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 3/32" = 1'-0" 1 SECOND FLOOR -POWER & DATA E102 GENERAL NOTES 1. REFER TO DRAWING E401, E403 & SPECIFICATION SECTION 087100 FOR ACCESS CONTROLS INFORMATION. BUILDING SECURITY TO BE PROVIDED BY OTHERS. KEYNOTE LEGEND Key ValueKeynote Text 1PROVIDE 3" DIAMETER BLACK STAINLESS STEEL PIPE WRAPPED IN 2" DURABACK INSULATION FOR GENERATOR EXHAUST. COORDINATE ROUTING THROUGH CHASE WITH FRAMING. PROVIDE HILTI C-BJ-7005 WHERE IT PENETRATES RATED CEILING ABOVE GARAGE. PROVIDE THIMBLE WHERE PIPE PENETRATES ROOF. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 / 1E411 / 1E415 / 1E411 / 1E412 / 1E414 / 1E411 / 1E412 / 1E413 EZM3CORNER EZM3EXT 800A TERMINAL BLOCK 5-METER STACK (TYP OF 6) 4-METER STACK (TYP OF 1) DATA DISTRIBUTION APPROXIMATE ROUTING OF GENERATOR EXHAUST THROUGH CHASE, EXTENDING TO ROOF 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 3/32" = 1'-0" 3RD FLOOR POWER & DATA E103 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 3/32" = 1'-0" 1 THIRD FLOOR -POWER & DATA E103 GENERAL NOTES 1. REFER TO DRAWING E401, E403 & SPECIFICATION SECTION 087100 FOR ACCESS CONTROLS INFORMATION. BUILDING SECURITY TO BE PROVIDED BY OTHERS. KEYNOTE LEGEND Key ValueKeynote Text 1PROVIDE 3" DIAMETER BLACK STAINLESS STEEL PIPE WRAPPED IN 2" DURABACK INSULATION FOR GENERATOR EXHAUST. COORDINATE ROUTING THROUGH CHASE WITH FRAMING. PROVIDE HILTI C-BJ-7005 WHERE IT PENETRATES RATED CEILING ABOVE GARAGE. PROVIDE THIMBLE WHERE PIPE PENETRATES ROOF. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 / 1E416 / 1E420 / 1E416 / 1E417 / 1E419 / 1E416 / 1E417 / 1E418 HP-4 EZM3CORNER EZM3EXT 800A TERMINAL BLOCK 5-METER STACK (TYP OF 5) 3-METER STACK (TYP OF 1) DATA DISTRIBUTION 4-METER STACK (TYP OF 1) APPROXIMATE ROUTING OF GENERATOR EXHAUST THROUGH CHASE, EXTENDING TO ROOF 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 3/32" = 1'-0" 4TH FLOOR POWER & DATA E104 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 3/32" = 1'-0" 1 FOURTH FLOOR -POWER & DATA E104 GENERAL NOTES 1. REFER TO DRAWING E401, E403 & SPECIFICATION SECTION 087100 FOR ACCESS CONTROLS INFORMATION. BUILDING SECURITY TO BE PROVIDED BY OTHERS. KEYNOTE LEGEND Key ValueKeynote Text 1PROVIDE 3" DIAMETER BLACK STAINLESS STEEL PIPE WRAPPED IN 2" DURABACK INSULATION FOR GENERATOR EXHAUST. COORDINATE ROUTING THROUGH CHASE WITH FRAMING. PROVIDE HILTI C-BJ-7005 WHERE IT PENETRATES RATED CEILING ABOVE GARAGE. PROVIDE THIMBLE WHERE PIPE PENETRATES ROOF. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 AC / 1E421 / 1E425 / 1E421 / 1E422 / 1E424 / 1E421 / 1E422 / 1E423 EZM3CORNER EZM3EXT 800A TERMINAL BLOCK 5-METER STACK (TYP OF 5) DATA DISTRIBUTION 4-METER STACK (TYP OF 1) APPROXIMATE ROUTING OF GENERATOR EXHAUST THROUGH CHASE, EXTENDING TO ROOF 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 3/32" = 1'-0" 5TH FLOOR POWER & DATA E105 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 3/32" = 1'-0" 1 FIFTH FLOOR -POWER & DATA E105 GENERAL NOTES 1. REFER TO DRAWING E401, E403 & SPECIFICATION SECTION 087100 FOR ACCESS CONTROLS INFORMATION. BUILDING SECURITY TO BE PROVIDED BY OTHERS. KEYNOTE LEGEND Key ValueKeynote Text 1PROVIDE 3" DIAMETER BLACK STAINLESS STEEL PIPE WRAPPED IN 2" DURABACK INSULATION FOR GENERATOR EXHAUST. COORDINATE ROUTING THROUGH CHASE WITH FRAMING. PROVIDE HILTI C-BJ-7005 WHERE IT PENETRATES RATED CEILING ABOVE GARAGE. PROVIDE THIMBLE WHERE PIPE PENETRATES ROOF. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 G W G W G W G W G W G W G W G W G W G W G W G S P SP SP HFJ HP-3 APT 229 HP-3 APT 429 HP-3 APT 329 HP-3 APT 228 HP-3 APT 328 HP-3 APT 428 HP-3 APT 330 HP-1 APT 530 HP-3 APT 331 HP-3 APT 531 HP-1 APT 332 HP-1 APT 532 HP-1 APT 333 HP-1 APT 533 HP-3 APT 230 HP-3 APT 430 HP-3 APT 231 HP-3 APT 431 HP-1 APT 232 HP-1 APT 432 HP-1 APT 233 HP-1 APT 433 HP-3 APT 327 HP-3 APT 227 HP-3 APT 427 HP-2 APT 226 HP-2 APT 426 HP-3 APT 527 HP-2 APT 326 HP-2 APT 334 HP-2 APT 534 HP-2 APT 434 HP-2 APT 234 HP-1 APT 225 HP-1 APT 325 HP-1 APT 224 HP-1 APT 324 HP-1 APT 223 HP-1 APT 323 HP-1 APT 222 HP-1 APT 322 HP-3 APT 221 HP-5 FITNESS + YOGA HP-3 APT 321 HP-2 APT 522 HP-1 APT 523 HP-1 APT 424 HP-1 APT 524 HP-1 APT 425 HP-1 APT 525 HP-3 APT 518 HP-3 APT 318 HP-2 APT 219 HP-3 APT 220 HP-3 APT 320 HP-2 APT 319HP-3 APT 218 HP-3 APT 418 HP-6 COMM TENANT 6 HP-2 APT 401 HP-2 APT 201 HP-2 APT 301 HP-2 APT 501 HP-7 LOBBY HP-1 APT 217 HP-1 APT 417 HP-1 APT 216HP-1 APT 416 HP-1 APT 215 HP-1 APT 415 HP-1 APT 214 HP-1 APT 414 HP-1 APT 213 HP-1 APT 413HP-1 APT 212 HP-1 APT 317 HP-1 APT 517HP-1 APT 316 HP-1 APT 516 HP-1 APT 315HP-1 APT 515 HP-1 APT 314HP-1 APT 514 HP-1 APT 313HP-1 APT 513 HP-1 APT 312 HP-1 APT 512 HP-1 APT 412 HP-1 APT 211 HP-1 APT 411 HP-4 TRASH ROOM HP-1 APT 511 HP-1 APT 311 HP-4 BIKE ROOM HP-3 APT 210HP-3 APT 410 HP-3 APT 510 HP-3 APT 310 HP-1 APT 202 HP-1 APT 402HP-1 APT 203 HP-1 APT 403HP-1 APT 204 HP-1 APT 404HP-1 APT 205 HP-1 APT 405 HP-1 APT 505 HP-1 APT 305 HP-1 APT 504 HP-1 APT 304 HP-1 APT 503 HP-1 APT 303 HP-1 APT 502 HP-1 APT 302 HP-3 APT 306 HP-3 APT 506 HP-2 APT 209 HP-2 APT 409 HP-2 APT 509 HP-2 APT 309 HP-3 APT 207 HP-3 APT 407 HP-3 APT 507 HP-3 APT 307 HP-3 APT 208 HP-3 APT 408 HP-3 APT 508 HP-3 APT 308 ERV-4 ERV-3 ERV-2 HP-2 APT 422HP-1 APT 423 HP-3 APT 406 HP-3 APT 206 WH-1 HWT-1HWT-1HWT-1 ET-1 ERV-1 P-ROOF P-DHW HP-8 ELEVATOR HP-8 ELEVATOR EF-1 EF-2 P-ROOF 2,4,6 P-ROOF 1,3,5 P-ROOF 8,10,12 P-ROOF 7,9,11 P-ROOF 14,16,18 P-ROOF 13 P-ROOF 15,17 P-ROOF 20,22 FC-8 FC-8 P-ROOF 24,26 P-GEN 3 1 HPWH-1 HPWH-1 HPWH-1 HPWH-1 HPWH-1 HPWH-1 HPWH-1 HPWH-1 2 P-ROOF 23 P-ROOF 23 P-ROOF 23P-ROOF 23 P-ROOF 23 P-ROOF 23 P-ROOF 28 P-ROOF 28 P-ROOF 28 P-ROOF 28 P-ROOF 28 P229 17,19 P228 19,21 P227 16,18 P230 16,18 P530 16,18 P231 19,21 P232 16,18 P232 19,21 P233 15,17 P234 16,18 P223 14,16 P222 14,16 P221 17,19 P422 18,20 P220 19,21 P219 16,18 P218 17,19 P201 17,19 P212 17,19 P211 16,18 P210 10,12 P203 16,18 P205 17,19 P209 16,18 P207 19,21 P208 18,20 P213 18,20 3 3 HP-3 APT 420 HP-3 APT 520 P420 20,22 MV-1 P-1 P-2A P-2B 4 ZV-1 ZV-2 ZV-1 5 6 P-GEN 15,17,19 P-GEN 16 7 8 P-ROOF 19,21 7 8 MHP 47,49,51 MHP 48 P-ROOF 30,32 P-GEN 18,20 910 HPWH-1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 3/32" = 1'-0" ROOF ELECTRICAL PLAN E106 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 3/32" = 1'-0" 1 ROOF -ELECTRICAL KEYNOTE LEGEND Key ValueKeynote Text 1PROVIDE 3" DIAMETER BLACK STAINLESS STEEL PIPE WRAPPED IN 2" DURABACK INSULATION FOR GENERATOR EXHAUST. COORDINATE ROUTING THROUGH CHASE WITH FRAMING. PROVIDE HILTI C-BJ-7005 WHERE IT PENETRATES RATED CEILING ABOVE GARAGE. PROVIDE THIMBLE WHERE PIPE PENETRATES ROOF. 2REFER TO P-DHW PANEL SCHEDULE FOR NUMBER OF ELECTRICAL CONNECTIONS TO SANDEN UNITS. REFER TO PLUMBING DRAWINGS FOR ARRANGEMENT OF OUTDOOR UNITS. PROVIDE EACH UNIT WITH 30 AMP, 208V SINGLE PHASE, NEMA 3R ENCLOSURE, DISCONNECT SWITCH. DISCONNECT SWITCH NOT SHOWN FOR CLARITY. 3FAN COIL IS POWERED DIRECTLY FROM OUTDOOR CONDENSING UNIT. WIRING BY MECHANICAL CONTRACTOR. 4ELECTRIC BOILER, REFER TO P-ROOF PANEL SCHEDULE FOR SIZING. PROVIDE 3-#350 KCMIL AL., 1-#2 AL. G, 3" CONDUIT. 5PROVIDE TRANSFORMER FOR 24V CONNECTION TO ZONE VALVES. COORDINATE WITH PLUMBING CONTRACTOR. 6REFER TO P-DHW PANEL SCHEDULE FOR CIRCUITING TO PLUMBING COMPONENTS. 7PROVIDE NON-FUSED AUXILIARY ELEVATOR DISCONNECT AT TOP OF ELEVATOR HOISTWAY. REFER TO ELEVATOR INSTALLATION DOCUMENTATION FOR REQUIREMENTS. COORDINATE WITH ELEVATOR EQUIPMENT INSTALLATION. 8PROVIDE DISCONNECT FOR ELEVATOR CAR LIGHTING CIRCUIT. COORDINATE NSTALLATION REQUIREMENTS WITH ELEVATOR CONTRACTOR. 9PROVIDE HEAT DETECTOR (FIXED TEMPERATURE) NEAR SPRINKLER HEADS IN ELEVATOR SHAFT, WHERE THEY OCCUR. 10PROVIDE CONNECTION TO HEAT TRACE ON SANDEN UNIT OUTDOOR PIPING. COORDINATE WITH PLUMBING CONTRACTOR. E106 GENERAL NOTES 1. PROVIDE ELECTRICAL RECEPTICAL WITHIN 25' OF ALL HVAC EQUIPMENT ON ROOF, PER NEC 210.63. 2. MECHANICAL CONTRACTOR TO FURNISH AC DISCONNECT FOR ALL HVAC EQUIPMENT. ELECTRICAL CONTRACTOR TO INSTALL AND COMPLETE ELECTRICAL CONNECTIONS TO DISCONNECTS AND EQUIPMENT, TYPICAL OF ALL. 3. APARTMENT CONDENSING UNITS ARE ONLY CIRCUITED FOR TYPICAL APARTMENTS. REFER TO PANEL SCHEDULES FOR TYPICAL CIRCUITING FOR CONDENSING UNITS TO ALL APARTMENTS. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 / 1E401_R / 1E405_R / 1E401_R / 1E402_R / 1E404_R / 1E401_R / 1E402_R / 1E403_R RA FACP BICYCLE ROOM 115 RESTROOM 113 PET SPA 110 YOGA STUDIO 109 PET RELIEF AREA 111 ELECTRIC ROOM 122 PACKAGE ROOM 102 RESIDENT LOUNGE 107 COMMERCIAL TENANT SPACE 119 TRASH ROOM 116 CENTRAL STAIR ELEV 1 ELEV 2 TELECOM ROOM 118 UTILITY CORRIDOR 117 EXIT CORRIDOR 125 PARKING 126 EXIT CORRIDOR 114 VESTIBULE 100 RESTROOM 112 MAIL ROOM 103 ELEVATOR LOBBY 106 LOBBY 101 EAST STAIR 123 STORAGE 130 FITNESS CENTER 108 LEASING OFFICE 104 WATER SERVICE ROOM 105 STORAGE 123B STORAGE 124B NORTH STAIR ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 3/32" = 1'-0" 1ST FLOOR LIGHTING & FA E201 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 3/32" = 1'-0" 1 FIRST FLOOR -LIGHTING & FIRE ALARM 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET / 1E406_R / 1E410_R / 1E406_R / 1E407_R / 1E409_R / 1E406_R / 1E407_R / 1E408_R ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 3/32" = 1'-0" 2ND FLOOR LIGHTING & FA E202 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 3/32" = 1'-0" 1 SECOND FLOOR -LIGHTING & FIRE ALARM 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET / 1E411_R / 1E415_R / 1E411_R / 1E412_R / 1E414_R / 1E411_R / 1E412_R / 1E413_R ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 3/32" = 1'-0" 3RD FLOOR LIGHTING & FA E203 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 3/32" = 1'-0" 1 THIRD FLOOR -LIGHTING & FIRE ALARM 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET / 1E416_R / 1E420_R / 1E416_R / 1E417_R / 1E419_R / 1E416_R / 1E417_R / 1E418_R ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 3/32" = 1'-0" 4TH FLOOR LIGHTING & FA E204 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 3/32" = 1'-0" 1 FOURTH FLOOR -LIGHTING & FIRE ALARM 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET / 1E421_R / 1E425_R / 1E421_R / 1E422_R / 1E424_R / 1E421_R / 1E422_R / 1E423_R ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 3/32" = 1'-0" 5TH FLOOR LIGHTING & FA E205 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 3/32" = 1'-0" 1 FIFTH FLOOR -LIGHTING & FIRE ALARM 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET G W G G P DO J JJ J J J CR CR AC 4 AC TRASH ROOM 116 ELECTRIC ROOM 122 BICYCLE ROOM 115 ELEV 1 ELEV 2 ERV-6 1 1 2 2 EBH-3 4000A 208Y/120V MAIN SERVICE DISCONNECT FEEDER SECTION -APARTMENT METER SECTIONS & COMMERCIAL METERS (SERVICE DISCONNECTS 1-5) HOUSE METER & CT CABINET SECTION (SERVICE DISCONNECT 6) CENTRAL STAIR ELEVATOR LOBBY 106 / 1E403 / 1E405 / 1E404 / 1E402 3 3 G-ATS P-GEN MHP HP-1 HP-1 33 HP-1 34 HP-1 32HP-1 35 HP-1 36 HP-1 38 NORTH STAIR HP-1 28 HP-1 23 HP-1 6 SP-1 SP-1 ERV-8 FC-4 FC-4 EWH-1 MHP 13,15 MHP 21,23 MHP 22,24,26 MHP 25 REFER TO E101 FOR GENERATOR REFER TO E101-E106 FOR GENERATOR EXHAUST ROUTING HP-1 40 HP-1 39,41 COMMERCIAL FEEDER DISTRIBUTION EDH-2 EDH-2 FACP MHP 28 EWH-1 MHP 30 MHP 35,37 MHP 40,42 MHP 17,19 MHP 17,19 4 HP-1 50 MHP 47,49,51 P-GEN 15,17,19 5 P-GEN 21 6 6 6 66 6 MHP 4 MHP 6 7 8 1 1 9 10 1 1 9 1 11 1 HP-1 3012 11 1 HP-1 30 MHP 9 13 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 1ST FL CORE ENLRGD PLAN -PWR & DATA E401 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 FIRST FLOOR CORE ENLARGED PLAN -POWER & DATA KEYNOTE LEGEND Key ValueKeynote Text 1PROVIDE CONVENIENCE RECEPTACLE IN ELEVATOR PIT FOR ELEVATOR SERVICING, PER NEC 620.24(C). 2PROVIDE GFCI BREAKER FOR SUMP PUMP RECEPTACLE CIRCUIT. COORDINATE RECEPTACLE LOCATION WITH PLUMBING CONTRACTOR AND SUMP PUMP INSTALLATION. 3ALL RECEPTACLES WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TO PANEL SCHEDULES. 4COORDINATE ALL DOOR OPERATOR BUTTONS WITH ARCHITECT AND BUILDING OWNER. ELECTRICAL CONTRACTOR TO PROVIDE ALL PATHWAYS AND WIRING BETWEEN DOOR OPERATOR AND ASSOCIATED HARDWARE. 5PROVIDE FUSED SHUNT-TRIP ELEVATOR DISCONNECT SWITCH. SWITCH SHALL BE BUSSMANN SERIES QUICK-SPEC POWER MODULE SWITCH (MODEL #PS6-T20-R2-K-G-N6-B-F1-U WITH 45A CLASS J FUSES). COORDINATE SHUNT-TRIP CONTROL WIRING WITH FIRE ALARM SYSTEM INSTALLER. COORDINATE ELEVATOR CONTROL WIRING TO DISCONNECT SWITCH'S AUXILIARY CONTACTS WITH ELEVATOR INSTALLER. 6PROVIDE CONNECTION TO HEAT TRACE TO DVW AND PRIMARY STORM RISERS IN GARAGE. COORDINATE WITH PLUMBING CONTRACTOR. 7REFER TO CIVIL DRAWINGS FOR CONDUIT PATHING FOR MAIN SERVICE AND TELECOMMUNICATIONS. 8PROVIDE 60A, 208V, 3 PHASE, FUSED DISCONNECT, NEMA 4 RATED ENCLOSURE TO SERVE TRASH COMPACTOR. PROVIDE FUSES ACCORDING TO TRASH COMPACTOR RECOMMENDATIONS. 9PROVIDE STANDARD CARD READER, REFER TO ACCESS CONTROL, SPECIFICATION SECTION 087100, PROVIDE DATA CONNECTION AND CABLING BACK TO ACCESS CONTROLS AND ETHERNET SWITCH. COORDINATE ACCESS CONTROL PANEL WITH ARCHITECTURAL DRAWINGS. 10PROVIDE ALL INTERCONNECTION BETWEEN ACCESS CONTROL SYSTEM, CARD READER, DOOR LOCKING HARDWARE AND ADA DOOR CONTROLS ACCORDING TO MANUFACTURERS RECOMMENDATIONS . 11PROVIDE DATA CABLING FOR CONNECTION TO WIFI ABOVE CEILING. PROVIDE EXTRA 15' CABLE COILED UP ABOVE CEILING, PROVIDE DUPLEX RECEPTACLE MOUNTED TO STRUCTURE ABOVE CEILING AND CIRCUITING AS SHOWN. 12PROVIDE REMOTE BUTTERFLYMX RELAY, DATA CABLING AND CONNECTION FOR ELEVATOR LOCK SYSTEM FROM BUTTERFLYMX PANEL VIA ACCESS CONTROLS. INSTALL WIRING ACCORDING TO MANUFACTURERS RECOMMENDATION. 13PROVIDE FIBEROPTIC BACKBONE FOR 10GB ETHERNET SWITCH. E401 GENERAL NOTES 1. MECHANICAL CONTRACTOR TO FURNISH AC DISCONNECT FOR ALL HVAC EQUIPMENT. ELECTRICAL CONTRACTOR TO INSTALL AND COMPLETE ELECTRICAL CONNECTIONS TO DISCONNECTS AND EQUIPMENT, TYPICAL OF ALL. 2. ALL OUTLET LOCATIONS IN AMMENITY SPACES TO BE COORDINATED WITH INTERIOR DESIGN SHEETS. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 1 3 K P K P 3 3 4 SP SP SP S P SP SP T T K P OS V S SP SP TRASH ROOM 116 / 1E405_R / 1E402_R / 1E404_R / 1E403_R ELEV 2 ELEV 1 1 1 1 1 1 1 2 AL2 AD2 T T T T T T T T EM S1S1 S1 S1 S1 EX1 EX2 S1 S1 EM EX3 EM S1 R R R EX3 EX3 EX3 R R HP-1 P P ACL1 ELECTRIC ROOM 122 CENTRAL STAIR EM AD2 TS FS 3 NORTH STAIR P-GEN 1 E4 E5 AD2 HP-1 44 HP-1 46 HP-1 47 S2 STORAGE 124B MHP 44 AD2 AD2 EM ZONE 5 ZONE 9 ZONE 35 4 EM 5 T T T EM EM HP-1 43 P-GEN 4 R P-GEN 3 P-GEN 4 EM P-GEN 4 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 1ST FLR CORE ENLRGD PLAN -LTG & FA E401_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 FIRST FLOOR CORE ENLARGED PLAN -LIGHTING & FIRE ALARM KEYNOTE LEGEND Key ValueKeynote Text 1ALL LIGHTING WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TO PANEL SCHEDULES. 2PROVIDE SMOKE DETECTORS WITH AUXILIARY CONTACTS AT ALL ELEVATOR LANDINGS. MAKE AUXILIARY CONNECTION BETWEEN DETECTORS AND LDU PANELS AS REQUIRED BY ELEVATOR MANUFACTURER. COORDINATE WITH ELEVATOR EQUIPMENT INSTALLATION. 3PROVIDE FIRE ALARM CONNECTION TO SPRINKLER SYSTEM TAMPER AND FLOW SWITCHES. COORDINATE WITH SPRINKLER CONTRACTOR. 4FIXTURES IN TRASH ROOM SHALL BE SUSPENDED AT 7'-6" AFF. COORDINATE LOCATIONS AND MOUNTING HEIGHTS WITH MECHANICAL EQUIPMENT. 5AT INDICATED LOCATIONS, PROVIDE DUAL OUTPUT OCCUPANCY SENSOR (BOD: CRESTRON GLA-DT-QUATTRO-COM2-24) TO PROVIDE CONTROL OF EXHAUST. COORDINATE WIRING WITH MECHANICAL CONTRACTOR. E401_R GENERAL NOTES 1. STAIR LIGHTING SHALL HAVE INTEGRATED OCCUPANCY SENSOR TO CONTROLINDIVIDUAL FIXTURE. FIXTURES SHALL DIM TO 25% LIGHT OUTPUT AFTER 5 MINUTES OF INACTIVITY. 2. OCCUPANCY SENSOR TO CONTROL ALL HALL OR ROOM LIGHTING. OCCUPANCY"ON-TIME" TO BE 5 MINUTES. UNOCCUPIED LIGHTING LEVELS SHALL BE 20% OF OCCUPIED LEVELS. 3. ALL EXIT SIGNAGE SHALL BE FED FROM CIRCUITS SUPPORTED BY GENERATOR. 4. REFER TO INTERIOR DESIGN REFLECTED CEILING PLANS FOR DIMENSIONEDLOCATIONS OF LIGHT FIXTURES IN AMENTIY SPACES. COORDINATE ALL DEVICE LOCATIONS WITH INTERIOR DESIGN REFLECTED CEILING PLANS AND ELEVATIONS. 5. WHERE LIGHTING IS INDICATED WITH ZONE, REFER TO LIGHTING CONTROLLER ZONING DIAGRAM ON E001. FIXTURES ARE TO BE CONTROLLED BY CENTRALIZED LIGHTING CONTROLLER. 6. CORRIDOR LIGHTING TO BE HARDWIRED TO HIGH/LOW STANDALONE DIMMINGOCCUPANCY CONTROL WITH 0-10V AND/OR PHASE DIMMING CONTROL AS REQUIRED, TIMEOUT AND LOW END OUTPUT TO BE FIELD ADJUSTABLE. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 AA M JJJJ J J J J J EBH-1 / 1E403 / 1E401 1 EAST STAIR 123 HP-1 37 EXIT CORRIDOR 125 2 TELECOM ROOM 118 UTILITY CORRIDOR 117 STORAGE 130 EBH-3 EBH-3 CP1CP2CP3 CT CABINETS CP1 1,3 CP1 18 HP-1 40 HP-1 39,41 EWH-1 MHP 29 MHP 50 3 3 3 3 3 3 3 3 3 MHP 8 MHP 6 4 HP-1 1 4"x4" JUNCTION / PULLBOX REFER TO DWG E101 4"x4" JUNCTION / PULLBOX REFER TO DWG E101 5 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 1ST FL EAST ENLRGD PLAN -PWR & DATA E402 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 FIRST FLOOR EAST ENLARGED PLAN -POWER & DATA KEYNOTE LEGEND Key ValueKeynote Text 1ALL RECEPTACLES WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TO PANEL SCHEDULES. 2PROVIDE 3/4" PAINTED PLYWOOD BACK BOARD FOR TELECOM SERVICE HEAD END EQUIPMENT. ALL BACKBONE CABLING TO DATA RACKS IN TELECOM ROOMS SHALL BE BROUGHT BACK TO THIS LOCATION. 3PROVIDE CONNECTION TO HEAT TRACE TO DVW AND PRIMARY STORM RISERS IN GARAGE. COORDINATE WITH PLUMBING CONTRACTOR. 4REFER TO CIVIL DRAWINGS FOR CONDUIT PATHING FOR MAIN SERVICE AND TELECOMMUNICATIONS. 5PROVIDE FIBEROPTIC BACKBONE FOR 10GB ETHERNET SWITCH. E402 GENERAL NOTES 1. MECHANICAL CONTRACTOR TO FURNISH AC DISCONNECT FOR ALL HVAC EQUIPMENT. ELECTRICAL CONTRACTOR TO INSTALL AND COMPLETE ELECTRICAL CONNECTIONS TO DISCONNECTS AND EQUIPMENT, TYPICAL OF ALL. 2. ALL OUTLET LOCATIONS IN AMMENITY SPACES TO BE COORDINATED WITH INTERIOR DESIGN SHEETS. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 1 1 4 SPSP SP SP S PS P S P SP SP V S V S / 1E401_R / 1E403_R 1 1 1 T T T T T T T T T T T T EMEM EM S1 S1 S1 EM S1S1 EX3 RRR S1 R R R EX3EXIT CORRIDOR 125 EAST STAIR 123 STORAGE 123B STORAGE 130 P-GEN 2 R S1 TELECOM ROOM 118 UTILITY CORRIDOR 117 P-GEN 5 MHP 44 EM S2 MHP 44 P-GEN 4 T TT TT EMEM P-GEN 4 HP-1 43 P-GEN 4 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 1ST FL EAST ENLRGD PLAN -LTG & FA E402_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 FIRST FLOOR EAST ENLARGED PLAN -LIGHTING & FIRE ALARM KEYNOTE LEGEND Key ValueKeynote Text 1ALL LIGHTING WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TO PANEL SCHEDULES. E402_R GENERAL NOTES 1. STAIR LIGHTING SHALL HAVE INTEGRATED OCCUPANCY SENSOR TO CONTROLINDIVIDUAL FIXTURE. FIXTURES SHALL DIM TO 25% LIGHT OUTPUT AFTER 5 MINUTES OF INACTIVITY. 2. OCCUPANCY SENSOR TO CONTROL ALL HALL OR ROOM LIGHTING. OCCUPANCY"ON-TIME" TO BE 5 MINUTES. UNOCCUPIED LIGHTING LEVELS SHALL BE 20% OF OCCUPIED LEVELS. 3. ALL EXIT SIGNAGE SHALL BE FED FROM CIRCUITS SUPPORTED BY GENERATOR. 4. REFER TO INTERIOR DESIGN REFLECTED CEILING PLANS FOR DIMENSIONEDLOCATIONS OF LIGHT FIXTURES IN AMENTIY SPACES. COORDINATE ALL DEVICE LOCATIONS WITH INTERIOR DESIGN REFLECTED CEILING PLANS AND ELEVATIONS. 5. CORRIDOR LIGHTING TO BE HARDWIRED TO HIGH/LOW STANDALONE DIMMINGOCCUPANCY CONTROL WITH 0-10V AND/OR PHASE DIMMING CONTROL AS REQUIRED, TIMEOUT AND LOW END OUTPUT TO BE FIELD ADJUSTABLE. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 G G G A A AA G W G W G W DO DO P P CR CRCRCR CR TV 4 ELEV 1 ELEV 2 FC-7 FC-9 RA 1 2 2 3 3 EBH-1 EBH-1 EBH-3 / 1E402 / 1 E401 / 1E404 COMMERCIAL TENANT SPACE 119 CENTRAL STAIR 4 ECP VESTIBULE 100 LOBBY 101 WATER SERVICE ROOM 105 LEASING OFFICE 104 HP-1 23 HP-1 28 HP-1 33 HP-1 34 HP-1 32HP-1 35 HP-1 36 5 HP-1 24 TELECOM ROOM 118 6 SP-1 SP-1 UTILITY CORRIDOR 117 FC-4 MHP 17,19 MHP 17,19 7EBH-2 EBH-3EBH-3EBH-3 EBH-3 EBH-3 EBH-3 EBH-3 EBH-3 CP1CP2CP3 CT CABINETS CP1 1,3 CP1 2,4 CP1 5,7 CP1 6,8 CP1 9,11 CP1 10,12 CP1 13,15 CP1 14,16 CP1 17,19 CP1 18 CP1 20 HP-1 40 HP-1 40 HP-1 39,41 HP-1 39,41 HP-1 42 EDH-4 MHP 39,41 8 8 MHP 18,20 MHP 50 HP-1 50 9 10 HP-1 3 P-GEN 24 11 12 13 1 1 1141414 1 1 1 14 1 15 HP-1 3016 15 17 1 HP-1 61 1 18 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 1ST FL SOUTH ENLRGD PLAN -PWR & DATA E403 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 FIRST FLOOR SOUTH ENLARGED PLAN -POWER & DATA KEYNOTE LEGEND Key ValueKeynote Text 1CONFIRM RECESSED LOCATIONS AND FINISHES OF ALL EQUIPMENT/DEVICES ON THIS WALL W/ID&ARCH, PRIOR TO INSTALLATION. NOTE 48" IS MAX HEIGHT TO ANY OPERABLE PARTS/CONTROLS. 2PROVIDE CONVENIENCE RECEPTACLE IN ELEVATOR PIT FOR ELEVATOR SERVICING, PER NEC 620.24(C). 3PROVIDE GFCI BREAKER FOR SUMP PUMP RECEPTACLE CIRCUIT. COORDINATE RECEPTACLE LOCATION WITH PLUMBING CONTRACTOR AND SUMP PUMP INSTALLATION. 4ALL RECEPTACLES WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TO PANEL SCHEDULES. 5PROVIDE 3/4" PAINTED PLYWOOD BACK BOARD FOR TELECOM SERVICE HEAD END EQUIPMENT. ALL BACKBONE CABLING TO DATA RACKS IN TELECOM ROOMS SHALL BE BROUGHT BACK TO THIS LOCATION. 6PROVIDE DISCONNECT, WIRING, AND CONNECTION TO COMPRESSOR FOR DRY SPRINKLER SYSTEM. COORDINATE ELECTRICAL REQUIREMENTS AND LOCATION WITH SPRINKLER CONTRACTOR. 7PROVIDE EMERGENCY COMMUNICATIONS SYSTEM TO ALLOW COMMUNICATION BETWEEN EMERGENCY COMMUNICATIONS PANEL (ECP) LOCATED ADJACENT TO FIRE ALARM PANEL IN LOBBY, AND EMERGENCY CALL STATIONS AND SIGNS (EC) LOCATED ADJACENT TO ELEVATOR CALL BUTTONS ON ALL FLOORS. SYSTEM SHALL BE AS MANUFACTURED BY RATH COMMUNICATIONS AREA OF REFUGE SYSTEMS. SYSTEM SHALL CONSIST OF MAIN PANEL #2500-205FM (PAINTED BLACK), CALL BOX #2100-958NSR, POWER SUPPLY #2500-PWR24, SIGN#7078, AND ALL MISCELLANEOUS HARDWARE AND WIRING TO MAKE A COMPLETE SYSTEM. 8COORDINATE ALL DOOR OPERATOR BUTTONS WITH ARCHITECT AND BUILDING OWNER. ELECTRICAL CONTRACTOR TO PROVIDE ALL PATHWAYS AND WIRING BETWEEN DOOR OPERATOR AND ASSOCIATED HARDWARE. 9REFER TO CIVIL DRAWINGS FOR CONDUIT PATHING FOR MAIN SERVICE AND TELECOMMUNICATIONS. 10PROVIDE CRESTRON LIGHTING CONTROLLER. SYSTEM SHALL BE COMPRISED OF GLCAEN-FT-120-LV8-LV8-LV8-DIMU8-DIMU8 SYSTEM, GLS-SIM INTEGRATION MODULES, GLNET-CN CONTROL PROCESSOR, KEY PADS, TSW-770-W-S TOUCH SCREEN, AND OCCUPANCY SENSORS AS SHOWN ON DRAWINGS. CONTROLLER SHALL PROVIDE COVERAGE OF ALL AREAS OF FIRST FLOOR, WITH THE EXCEPTION OF BATHROOMS, COMMERCIAL TENANT SPACE, PARKING, WATER SERVICE ROOM, AND UTILITY SPACES. 11PROVIDE APC UPS, 600VA UPS BATTERY BACK-UP & SURGE PROTECTION, BE600M1 BATTERY POWER SUPPLY OR EQUAL, COORDINATE EXACT LOCATION WITH OWNER PRIOR TO INSTALLATION. 12PROVIDE TOUCH SCREEN / INTERCOM SYSTEM, BUTTERFLYMX, 11.6" RECESSED INTERCOM, CARD READER, 24VDC, OR APPROVED EQUAL. PROVIDE DATA CONNECTION TO ACCESS CONTROL SYSTEM AND ETHERNET SWITCH ACCORDING TO MANUFACTURERS RECOMMENDATION. PROVIDE REMOTE BUTTERFLYMX RELAY FOR DOOR STRIKE RELEASE CONTROL. 13PROVIDE ALL INTERCONNECTION BETWEEN ACCESS CONTROL SYSTEM, CARD READER, DOOR LOCKING HARDWARE AND ADA DOOR CONTROLS ACCORDING TO MANUFACTURERS RECOMMENDATIONS . 14PROVIDE STANDARD CARD READER, REFER TO ACCESS CONTROL, SPECIFICATION SECTION 087100, PROVIDE DATA CONNECTION AND CABLING BACK TO ACCESS CONTROLS AND ETHERNET SWITCH. COORDINATE ACCESS CONTROL PANEL WITH ARCHITECTURAL DRAWINGS. 15COORDINATE MOUNTING HEIGHT OF DATA JACK FOR TV WITH OWNER. 16PROVIDE REMOTE BUTTERFLYMX RELAY, DATA CABLING AND CONNECTION FOR ELEVATOR LOCK SYSTEM FROM BUTTERFLYMX PANEL VIA ACCESS CONTROLS. INSTALL WIRING ACCORDING TO MANUFACTURERS RECOMMENDATION. 17COORDINATE MOUNTING HEIGHT OF POWER & CABLE RECEPTACLES FOR TV WITH OWNER. 18PROVIDE FIBEROPTIC BACKBONE FOR 10GB ETHERNET SWITCH. E403 GENERAL NOTES 1. MECHANICAL CONTRACTOR TO FURNISH AC DISCONNECT FOR ALL HVAC EQUIPMENT. ELECTRICAL CONTRACTOR TO INSTALL AND COMPLETE ELECTRICAL CONNECTIONS TO DISCONNECTS AND EQUIPMENT, TYPICAL OF ALL. 2. ALL OUTLET LOCATIONS IN AMMENITY SPACES TO BE COORDINATED WITH INTERIOR DESIGN SHEETS. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 1 3 3 3 4 S P S P S P SP SP SP SPSP SP SP SPSP SP S P SP T K P J RA 1 TS FS / 1E402_R / 1E404_R ELEV 2 ELEV 1 / 1E401_R 2 2 2 3 WATER SERVICE ROOM 105 AD2 AD2 4 AD2 AD2 AD2 AD2 AD2 EM EM EM EM EM EX1 S1 S1 EX2 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 EMEMEM EM EX3 EX3 EX3 EX3 EMEM S1S1S1 R R P AP4B AP4A AP4C ACL1 COMMERCIAL TENANT SPACE 119 LEASING OFFICE 104 AF1 AF1 AF1 CENTRAL STAIR TS FS 4 E1E1E1E1E1E1 AD2 HP-1 44 HP-1 47 5 UTILITY CORRIDOR 117 CP1 21 EM HP-1 49 6 ACL2 AD2 AD2 E3E3E3 E3 ZONE 9 ZONE 10 ZONE 11 ZONE 31 ZONE 36 ZONE 36 HP-1 48 7 R P-GEN 3 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 1ST FL SOUTH ENLRGD PLAN -LTG & FA E403_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 FIRST FLOOR SOUTH ENLARGED PLAN -LIGHTING & FIRE ALARM KEYNOTE LEGEND Key ValueKeynote Text 1PROVIDE WEATHERPROOF HORN-STROBE ON BUILDING EXTERIOR. COORDINATE LOCATION WITH LOCAL FIRE DEPARTMENT REQUIREMENTS. 2ALL LIGHTING WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TO PANEL SCHEDULES. 3PROVIDE SMOKE DETECTORS WITH AUXILIARY CONTACTS AT ALL ELEVATOR LANDINGS. MAKE AUXILIARY CONNECTION BETWEEN DETECTORS AND LDU PANELS AS REQUIRED BY ELEVATOR MANUFACTURER. COORDINATE WITH ELEVATOR EQUIPMENT INSTALLATION. 4PROVIDE FIRE ALARM CONNECTION TO SPRINKLER SYSTEM TAMPER AND FLOW SWITCHES. COORDINATE WITH SPRINKLER CONTRACTOR. 5PROVIDE CRESTRON LIGHTING CONTROLLER. SYSTEM SHALL BE COMPRISED OF GLCAEN-FT-120-LV8-LV8-LV8-DIMU8-DIMU8 SYSTEM, GLS-SIM INTEGRATION MODULES, GLNET-CN CONTROL PROCESSOR, KEY PADS, TSW-770-W-S TOUCH SCREEN, AND OCCUPANCY SENSORS AS SHOWN ON DRAWINGS. CONTROLLER SHALL PROVIDE COVERAGE OF ALL AREAS OF FIRST FLOOR, WITH THE EXCEPTION OF BATHROOMS, COMMERCIAL TENANT SPACE, PARKING, WATER SERVICE ROOM, AND UTILITY SPACES. 6PROVIDE CONNECTION TO BUILDING SIGNAGE ILLUMINATION ON SOUTHERN EXTERIOR AND CANOPY. REFER TO ARCHITECTURAL DRAWINGS FOR DETAILS. COORDINATE ELECTRICAL CONNECTION TYPE AND LOAD WITH SUBMITTED PRODUCT. PROVIDE ELECTRONIC TIMER TO CONTROL OPERATION. 7AT INDICATED LOCATIONS, PROVIDE DUAL OUTPUT OCCUPANCY SENSOR (BOD: CRESTRON GLA-DT-QUATTRO-COM2-24) TO PROVIDE CONTROL OF EXHAUST. COORDINATE WIRING WITH MECHANICAL CONTRACTOR. E403_R GENERAL NOTES 1. STAIR LIGHTING SHALL HAVE INTEGRATED OCCUPANCY SENSOR TO CONTROLINDIVIDUAL FIXTURE. FIXTURES SHALL DIM TO 25% LIGHT OUTPUT AFTER 5 MINUTES OF INACTIVITY. 2. OCCUPANCY SENSOR TO CONTROL ALL HALL OR ROOM LIGHTING. OCCUPANCY"ON-TIME" TO BE 5 MINUTES. UNOCCUPIED LIGHTING LEVELS SHALL BE 20% OF OCCUPIED LEVELS. 3. ALL EXIT SIGNAGE SHALL BE FED FROM CIRCUITS SUPPORTED BY GENERATOR. 4. REFER TO INTERIOR DESIGN REFLECTED CEILING PLANS FOR DIMENSIONEDLOCATIONS OF LIGHT FIXTURES IN AMENTIY SPACES. COORDINATE ALL DEVICE LOCATIONS WITH INTERIOR DESIGN REFLECTED CEILING PLANS AND ELEVATIONS. 5. WHERE LIGHTING IS INDICATED WITH ZONE, REFER TO LIGHTING CONTROLLER ZONING DIAGRAM ON E001. FIXTURES ARE TO BE CONTROLLED BY CENTRALIZED LIGHTING CONTROLLER. 6. CORRIDOR LIGHTING TO BE HARDWIRED TO HIGH/LOW STANDALONE DIMMINGOCCUPANCY CONTROL WITH 0-10V AND/OR PHASE DIMMING CONTROL AS REQUIRED, TIMEOUT AND LOW END OUTPUT TO BE FIELD ADJUSTABLE. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET G W G W G A G W G A G A A A G A G A J J G J J J G G A TV A A TVTV G G G G W G W G W G A G W G G G A A J J P DO A DO DO P P SS CR CR 1 CR CR 1 1 11 AC 1 1 1 1 1 AC AC TV 4 AC TRASH ROOM 116 BICYCLE ROOM 115 ELEV 1 ELEV 2 PACKAGE ROOM 102 RESIDENT LOUNGE 107 YOGA STUDIO 109 PET RELIEF AREA 111 PET SPA 110 RESTROOM 112 RESTROOM 113 ERV-7ERV-6 FC-7 FC-6 FC-5 ERV-5 FC-9 1 1 2 2 3 3 4 5 5 6 RA 7 5 55 5 8 8 9 9 EBH-1 / 1E401 CENTRAL STAIR ELEVATOR LOBBY 106 / 1E403 10 ECP VESTIBULE 100 LOBBY 101 MAIL ROOM 103 FITNESS CENTER 108 WATER SERVICE ROOM 105 LEASING OFFICE 104 P-GYM HP-1 P-GYM 14 P-GYM 12 P-GYM 11 P-GYM 10 P-GYM 9 P-GYM 8 P-GYM 7 P-GYM 6 P-GYM 5 P-GYM 4 P-GYM 3 P-GYM 2 P-GYM 1 HP-1 26 HP-1 23 HP-1 25 P-GYM 13 HP-1 23 HP-1 28 HP-1 9 HP-1 4 HP-1 7 HP-1 21 HP-1 10 HP-1 12 HP-1 22 HP-1 13 HP-1 20 HP-1 12 HP-1 15,17 HP-1 14 HP-1 16,18 HP-1 19 HP-1 33 HP-1 34 HP-1 32HP-1 35 HP-1 36 HP-1 28 HP-1 23 HP-1 6 HP-1 24 HP-1 27 11 SP-1 SP-1 P-GYM 14 12 12 HP-1 10 MHP 1 HP-1 2 HP-1 23 HP-1 29 HP-1 5 HP-1 8 13 13 ERV-8 FC-4 FC-4 MHP 10,12MHP 13,15 MHP 14,16 14 14 MHP 17,19 MHP 17,19 MHP 21,23 MHP 22,24,26 MHP 25 HP-1 6 15 12" AFF 12" AFF HP-1 10 HP-1 11 HP-1 11 HP-1 31 EDH-1 HP-1 42 EDH-2 EDH-2 EDH-2 EDH-4 EDH-3 EDH-4 MHP 31,33 MHP 32,34 MHP 35,37 MHP 36,38 MHP 39,41 MHP 40,42 MHP 43,45 MHP 17,19 MHP 17,19 16 16 16 HP-1 50 MHP 18,20 HP-1 50 17 18 1 1 HP-1 3 1 1 P-GEN 24 19 20 21 22 21 1 1 1 1 1 22 22 1 23 24 24 25 25 HP-1 30 HP-1 30 26 1 1 1 1 1 1 1 1 1 25 1 23 1 23 1 HP-1 30 HP-1 30 HP-1 30 27 25 5 1 HP-1 61 1 23 1 HP-1 30 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 1ST FL WEST ENLRGD PLAN -PWR & DATA E404 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 FIRST FLOOR WEST ENLARGED PLAN -POWER & DATA KEYNOTE LEGEND Key ValueKeynote Text 1PROVIDE GFI CIRCUIT FOR BOTTLE FILLER. COORDINATE LOCATION OF J-BOX FOR HARDWIRE CONNECTION WITH PLUMBING CONTRACTOR. PROVIDE HARDWIRE CONNECTION TO REMOTE CHILLER. COORDINATE CONNECTION WITH PLUMBING CONTRACTOR. 2CONTRACTOR SHALL FURNISH AND INSTALL UNDER-SINK RECEPTACLE FOR CORD CONNECTED GARBAGE DISPOSAL/DISHWASHER. SWITCH LOCATED ABOVE COUNTER SHALL CONTROL LOWER PORTION OF RECEPTACLE. 3PROVIDE SEPARATE HARDWIRE CONNECTIONS TO BUILT-IN STOVE AND OVEN. COORDINATE J-BOX LOCATION AND CIRCUIT PATHING WITH CABINETRY INSTALLATION. 4PROVIDE HARDWIRE ELECTRICAL CONNECTION TO VENTHOOD. COORDINATE WITH HOOD INSTALLATION. 5COORDINATE MOUNTING HEIGHT OF POWER & CABLE RECEPTACLES FOR TV WITH OWNER. 6CONFIRM FINAL LOCATION OF OUTLETS BEHIND COFFEE STATION W/ ID & OWNER. 7CONFIRM RECESSED LOCATIONS AND FINISHES OF ALL EQUIPMENT/DEVICES ON THIS WALL W/ID&ARCH, PRIOR TO INSTALLATION. NOTE 48" IS MAX HEIGHT TO ANY OPERABLE PARTS/CONTROLS. 8PROVIDE CONVENIENCE RECEPTACLE IN ELEVATOR PIT FOR ELEVATOR SERVICING, PER NEC 620.24(C). 9PROVIDE GFCI BREAKER FOR SUMP PUMP RECEPTACLE CIRCUIT. COORDINATE RECEPTACLE LOCATION WITH PLUMBING CONTRACTOR AND SUMP PUMP INSTALLATION. 10ALL RECEPTACLES WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TO PANEL SCHEDULES. 11PROVIDE DISCONNECT, WIRING, AND CONNECTION TO COMPRESSOR FOR DRY SPRINKLER SYSTEM. COORDINATE ELECTRICAL REQUIREMENTS AND LOCATION WITH SPRINKLER CONTRACTOR. 12PROVIDE HARDWIRE CONNECTION TO FIREPLACE. PROVIDE MAIN SWITCH AS SHOWN TO CONTROL OPERATION. COORDINATE ROUTING OF CIRCUIT WITH OTHER TRADES. 13REFER TO SHEET ID704 FOR RECEPTACLE MOUNTING IN CABINETRY IN RESIDENT LOUNGE KITCHEN. 14FAN COIL IS POWERED DIRECTLY FROM OUTDOOR CONDENSING UNIT. WIRING BY MECHANICAL CONTRACTOR. 15PROVIDE EMERGENCY COMMUNICATIONS SYSTEM TO ALLOW COMMUNICATION BETWEEN EMERGENCY COMMUNICATIONS PANEL (ECP) LOCATED ADJACENT TO FIRE ALARM PANEL IN LOBBY, AND EMERGENCY CALL STATIONS AND SIGNS (EC) LOCATED ADJACENT TO ELEVATOR CALL BUTTONS ON ALL FLOORS. SYSTEM SHALL BE AS MANUFACTURED BY RATH COMMUNICATIONS AREA OF REFUGE SYSTEMS. SYSTEM SHALL CONSIST OF MAIN PANEL #2500-205FM (PAINTED BLACK), CALL BOX #2100-958NSR, POWER SUPPLY #2500-PWR24, SIGN#7078, AND ALL MISCELLANEOUS HARDWARE AND WIRING TO MAKE A COMPLETE SYSTEM. 16COORDINATE ALL DOOR OPERATOR BUTTONS WITH ARCHITECT AND BUILDING OWNER. ELECTRICAL CONTRACTOR TO PROVIDE ALL PATHWAYS AND WIRING BETWEEN DOOR OPERATOR AND ASSOCIATED HARDWARE. 17PROVIDE CRESTRON LIGHTING CONTROLLER. SYSTEM SHALL BE COMPRISED OF GLCAEN-FT-120-LV8-LV8-LV8-DIMU8-DIMU 8 SYSTEM, GLS-SIM INTEGRATION MODULES, GLNET-CN CONTROL PROCESSOR, KEY PADS, TSW-770-W-S TOUCH SCREEN, AND OCCUPANCY SENSORS AS SHOWN ON DRAWINGS. CONTROLLER SHALL PROVIDE COVERAGE OF ALL AREAS OF FIRST FLOOR, WITH THE EXCEPTION OF BATHROOMS, COMMERCIAL TENANT SPACE, PARKING, WATER SERVICE ROOM, AND UTILITY SPACES. 18PROVIDE 60A, 208V, 3 PHASE, FUSED DISCONNECT, NEMA 4 RATED ENCLOSURE TO SERVE TRASH COMPACTOR. PROVIDE FUSES ACCORDING TO TRASH COMPACTOR RECOMMENDATIONS. 19PROVIDE APC UPS, 600VA UPS BATTERY BACK-UP & SURGE PROTECTION, BE600M1 BATTERY POWER SUPPLY OR EQUAL, COORDINATE EXACT LOCATION WITH OWNER PRIOR TO INSTALLATION. 20PROVIDE TOUCH SCREEN / INTERCOM SYSTEM, BUTTERFLYMX, 11.6" RECESSED INTERCOM, CARD READER, 24VDC, OR APPROVED EQUAL. PROVIDE DATA CONNECTION TO ACCESS CONTROL SYSTEM AND ETHERNET SWITCH ACCORDING TO MANUFACTURERS RECOMMENDATION. PROVIDE REMOTE BUTTERFLYMX RELAY FOR DOOR STRIKE RELEASE CONTROL. 21PROVIDE ALL INTERCONNECTION BETWEEN ACCESS CONTROL SYSTEM, CARD READER, DOOR LOCKING HARDWARE AND ADA DOOR CONTROLS ACCORDING TO MANUFACTURERS RECOMMENDATIONS . 22PROVIDE STANDARD CARD READER, REFER TO ACCESS CONTROL, SPECIFICATION SECTION 087100, PROVIDE DATA CONNECTION AND CABLING BACK TO ACCESS CONTROLS AND ETHERNET SWITCH. COORDINATE ACCESS CONTROL PANEL WITH ARCHITECTURAL DRAWINGS. 23PROVIDE DATA CABLING FOR CONNECTION TO WIFI ABOVE CEILING. PROVIDE EXTRA 15' CABLE COILED UP ABOVE CEILING, PROVIDE DUPLEX RECEPTACLE MOUNTED TO STRUCTURE ABOVE CEILING AND CIRCUITING AS SHOWN. 24TYPICAL, PROVIDE CAT 6 DATA FEMALE TO FEMALE WALL PLATE AND CABLE CONNECTION IN SINGLE GANG DEVICE. ROUTE CAT6 CABLE BACK TO NEAREST ETHERNET SWITCH. 25COORDINATE MOUNTING HEIGHT OF DATA JACK FOR TV WITH OWNER. 26PROVIDE WIRELESS ACCESS POINT DATA JACK AND RECEPTACLE IN UPPER CABINET. 27PROVIDE REMOTE BUTTERFLYMX RELAY, DATA CABLING AND CONNECTION FOR ELEVATOR LOCK SYSTEM FROM BUTTERFLYMX PANEL VIA ACCESS CONTROLS. INSTALL WIRING ACCORDING TO MANUFACTURERS RECOMMENDATION. E404 GENERAL NOTES 1. MECHANICAL CONTRACTOR TO FURNISH AC DISCONNECT FOR ALL HVAC EQUIPMENT. ELECTRICAL CONTRACTOR TO INSTALL AND COMPLETE ELECTRICAL CONNECTIONS TO DISCONNECTS AND EQUIPMENT, TYPICAL OF ALL. 2. CONTRACTOR SHALL COORDINATE ALL ELECTRICAL RECEPTACLES, LIGHTING, SIGNAGE, AND FIRE ALARM DEVICES WITH ID DRAWINGS PRIOR TO INSTALLATION. REPRESENTATION OF DEVICES ON WALLS ARE SCHEMATIC. FINAL LOCATIONAND MOUNTING HEIGHTS SHALL BE PER ID DRAWINGS. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 1 O S O S K P K P K P K P K P K P 3 S PS P S P S P S P S P H R S P S P S P S P SP SP SP S P S P S P SP T T K P K P K P K P K P K P K P K P OS O S J J YOGA STUDIO 109 PET RELIEF AREA 111BICYCLE ROOM 115 TRASH ROOM 116 ELEVATOR LOBBY 106 MAIL ROOM 103 RA 1 TS FS / 1E401_R / 1E403_R ELEV 2 ELEV 1 / 1E401_R 2 2 2 3 AF2 AP2 AP2 WATER SERVICE ROOM 105 AF2 AF2 AF2AF2 AF2 AF2 AF2 AF4 AF4 AF3 AF3 AF3 AF4 AF4 AF3 AF3 AF4AF4 AF4 AF3 AF4 AL1 AL1 AL1 AL1 AL1 AW2 AL4 AL4 AL4 AL4 AL4 AA1AA1 ALP2ALP2 AA1AA1AA1 AD2 AD2 AP3 AD1 AD1AD1 AF5AF5AF5 AD2 AD2 4 AL4 AL2 AL2AL2 AL2 AL2 AD2 AD2 AD2 AD2 AD2 T EM EM EM EM EM EM EM EM EM EM EM EM S1 S1 EM EX1 EX1 EX1 S1 S1 EX1 S1S1 S1 S1 S1 EX1 EX2 S1 EX3 R R HP-1 P-GYM 5 P P ALP1 EM EM EM EM Crestron touch screen controller EM EM EM AP4B AP4A AP4C AP4B AP4A AP4C AD1 AD1 AD4 AD4 ACL1 AL3 AL3 AL3 AL3 AL3AL3 AL3 RESIDENT LOUNGE 107 LEASING OFFICE 104 FITNESS CENTER 108 PACKAGE ROOM 102 ACL2 ACL2 AP1A AP1B AP1AAP1A AP1B AF1 AF1 AF1 CENTRAL STAIR AD2 AL5 AL5 AL5 AL5 TS FS 4 AW1 AW1 AW1 AW1 E1 E1 E1 E1 E1E1E1E1 E1 AD3 AD3 AD3 AD3 AL4 ALR1 AL4 AL4 AD2 AD4 AL4 RESTROOM 112 RESTROOM 113 PET SPA 110 HP-1 45 HP-1 46 HP-1 47 6 HP-1 49 HP-1 49 7 7 ACL2 AD5AD5AD5 AD5 AD5 AD5 AD5 AD5 AD5 AD5AD5 AD5 AD5 AD2 AD2 EM E3E3E3 E3 AD5 AD5 ZONE 1 ZONE 2 ZONE 3 ZONE 4 ZONE 5 ZONE 6 ZONE 7 ZONE 8 ZONE 8 ZONE 9 ZONE 9 ZONE 10 ZONE 11 ZONE 12 ZONE 13 ZONE 14 (BOTH INSTANCES OF AL4) ZONE 15 ZONE 16 ZONE 17 ZONE 18 ZONE 19 ZONE 20 ZONE 21 (ALL INSTANCES OF AL4 ON THIS WALL) NOTE: REFER TO SHEET ID603 FOR NUMBER AND ARRANGEMENT OF AL4 FIXTURES ON THIS WALL NOTE: REFER TO SHEET ID600 FOR NUMBER AND ARRANGEMENT OF AL4 AND ALR1 FIXTURES ON THIS WALL ZONE 22 ZONE 23 ZONE 24 ZONE 25 ZONE 26 ZONE 27 ZONE 28 ZONE 29 ZONE 30 ZONE 31 ZONE 32 ZONE 33 ZONE 34 ZONE 35 ZONE 36 ZONE 36 ZONE 36 8 9 HP-1 48 EM EM EM EM HP-1 48 10 10 10 10 1010 10 10 10 10 10 10 1010 R P-GEN 3 P-GEN 4 EM AP2 1 1 1 1 11 1 1 1 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 1ST FL WEST ENLRGD PLAN -LTG & FA E404_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 FIRST FLOOR WEST ENLARGED PLAN -LIGHTING & FIRE ALARM KEYNOTE LEGEND Key ValueKeynote Text 1PROVIDE WEATHERPROOF HORN-STROBE ON BUILDING EXTERIOR. COORDINATE LOCATION WITH LOCAL FIRE DEPARTMENT REQUIREMENTS. 2ALL LIGHTING WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TO PANEL SCHEDULES. 3PROVIDE SMOKE DETECTORS WITH AUXILIARY CONTACTS AT ALL ELEVATOR LANDINGS. MAKE AUXILIARY CONNECTION BETWEEN DETECTORS AND LDU PANELS AS REQUIRED BY ELEVATOR MANUFACTURER. COORDINATE WITH ELEVATOR EQUIPMENT INSTALLATION. 4PROVIDE FIRE ALARM CONNECTION TO SPRINKLER SYSTEM TAMPER AND FLOW SWITCHES. COORDINATE WITH SPRINKLER CONTRACTOR. 5PROVIDE LIGHTING CONTACTOR TO CONTROL RESIDENTIAL LIGHTING ON FIRST FLOOR. CONTACTOR SHALL INCORPORATE OCCUPANCY SENSORS AND PROVIDE INDIVIDUAL CONTROLS FOR LIGHT FIXTURES IN ALL ROOMS. LOCATE CONTACTOR AND PROVIDE USER CONTROL PANEL IN PACKAGE ROOM. 6PROVIDE CRESTRON LIGHTING CONTROLLER. SYSTEM SHALL BE COMPRISED OF GLCAEN-FT-120-LV8-LV8-LV8-DIMU8-DIMU8 SYSTEM, GLS-SIM INTEGRATION MODULES, GLNET-CN CONTROL PROCESSOR, KEY PADS, TSW-770-W-S TOUCH SCREEN, AND OCCUPANCY SENSORS AS SHOWN ON DRAWINGS. CONTROLLER SHALL PROVIDE COVERAGE OF ALL AREAS OF FIRST FLOOR, WITH THE EXCEPTION OF BATHROOMS, COMMERCIAL TENANT SPACE, PARKING, WATER SERVICE ROOM, AND UTILITY SPACES. 7PROVIDE CONNECTION TO BUILDING SIGNAGE ILLUMINATION ON SOUTHERN EXTERIOR AND CANOPY. REFER TO ARCHITECTURAL DRAWINGS FOR DETAILS. COORDINATE ELECTRICAL CONNECTION TYPE AND LOAD WITH SUBMITTED PRODUCT. PROVIDE ELECTRONIC TIMER TO CONTROL OPERATION. 8FIXTURES IN TRASH ROOM SHALL BE SUSPENDED AT 7'-6" AFF. COORDINATE LOCATIONS AND MOUNTING HEIGHTS WITH MECHANICAL EQUIPMENT. 9FIXTURES IN BIKE ROOM SHALL BE SUSPENDED AT 8'-0" AFF. COORDINATE LOCATIONS AND MOUNTING HEIGHTS WITH MECHANICAL EQUIPMENT. 10AT INDICATED LOCATIONS, PROVIDE DUAL OUTPUT OCCUPANCY SENSOR (BOD: CRESTRON GLA-DT-QUATTRO-COM2-24) TO PROVIDE CONTROL OF EXHAUST. COORDINATE WIRING WITH MECHANICAL CONTRACTOR. E404_R GENERAL NOTES 1. STAIR LIGHTING SHALL HAVE INTEGRATED OCCUPANCY SENSOR TO CONTROLINDIVIDUAL FIXTURE. FIXTURES SHALL DIM TO 25% LIGHT OUTPUT AFTER 5 MINUTES OF INACTIVITY. 2. OCCUPANCY SENSOR TO CONTROL ALL HALL OR ROOM LIGHTING. OCCUPANCY"ON-TIME" TO BE 5 MINUTES. UNOCCUPIED LIGHTING LEVELS SHALL BE 20% OF OCCUPIED LEVELS. 3. ALL EXIT SIGNAGE SHALL BE FED FROM CIRCUITS SUPPORTED BY GENERATOR. 4. REFER TO INTERIOR DESIGN REFLECTED CEILING PLANS FOR DIMENSIONEDLOCATIONS OF LIGHT FIXTURES IN AMENITY SPACES. COORDINATE ALL DEVICE LOCATIONS WITH INTERIOR DESIGN REFLECTED CEILING PLANS AND ELEVATIONS. 5. WHERE LIGHTING IS INDICATED WITH ZONE, REFER TO LIGHTING CONTROLLER ZONING DIAGRAM ON E001. FIXTURES ARE TO BE CONTROLLED BY CENTRALIZED LIGHTING CONTROLLER. 6. CONTRACTOR SHALL COORDINATE ALL ELECTRICAL RECEPTACLES, LIGHTING, SIGNAGE, AND FIRE ALARM DEVICES WITH ID DRAWINGS PRIOR TO INSTALLATION. REPRESENTATION OF DEVICES ON WALLS ARE SCHEMATIC. FINAL LOCATIONAND MOUNTING HEIGHTS SHALL BE PER ID DRAWINGS. 7. CORRIDOR LIGHTING TO BE HARDWIRED TO HIGH/LOW STANDALONE DIMMINGOCCUPANCY CONTROL WITH 0-10V AND/OR PHASE DIMMING CONTROL AS REQUIRED, TIMEOUT AND LOW END OUTPUT TO BE FIELD ADJUSTABLE. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 J J J J JJ J / 1E401 1 HP-1 38 NORTH STAIR REFER TO E101 FOR GENERATOR MHP 27 2 EWH-1 MHP 30 MHP 46 2 3 33 3 3 MHP 2 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 1ST FL NORTH ENLRGD PLAN -PWR & DATA E405 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 FIRST FLOOR NORTH ENLARGED PLAN -POWER & DATA KEYNOTE LEGEND Key ValueKeynote Text 1ALL RECEPTACLES WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TO PANEL SCHEDULES. 2PROVIDE CONDUIT AND WIRES FOR DATA AND POWER CONNECTION TO LIFT GATE. ROUTE CONDUIT UNDERSLAB TO GATE. COORDINATE CONDUIT ROUTING WITH OTHER SITE WORK. 3PROVIDE CONNECTION TO HEAT TRACE TO DVW AND PRIMARY STORM RISERS IN GARAGE. COORDINATE WITH PLUMBING CONTRACTOR. E405 GENERAL NOTES 1. MECHANICAL CONTRACTOR TO FURNISH AC DISCONNECT FOR ALL HVAC EQUIPMENT. ELECTRICAL CONTRACTOR TO INSTALL AND COMPLETE ELECTRICAL CONNECTIONS TO DISCONNECTS AND EQUIPMENT, TYPICAL OF ALL. 2. ALL OUTLET LOCATIONS IN AMMENITY SPACES TO BE COORDINATED WITH INTERIOR DESIGN SHEETS. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 1 1 V S SP SP / 1E401_R 1 1 1 T T T T TT T T EM EM EM R R R EX3 NORTH STAIR P-GEN 1 E4 E4 E4 E4 E4 E1 E1 E5 E5 E5 E5 E5 E5 E5 E5 P-GEN 4 S2 STORAGE 124B MHP 44 ZONE 37 ZONE 36 TT T T P-GEN 4 HP-1 43 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 1ST FL NORTH ENLRGD PLAN -LTG & FA E405_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 FIRST FLOOR NORTH ENLARGED PLAN -LIGHTING & FIRE ALARM KEYNOTE LEGEND Key ValueKeynote Text 1ALL LIGHTING WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TO PANEL SCHEDULES. E405_R GENERAL NOTES 1. STAIR LIGHTING SHALL HAVE INTEGRATED OCCUPANCY SENSOR TO CONTROLINDIVIDUAL FIXTURE. FIXTURES SHALL DIM TO 25% LIGHT OUTPUT AFTER 5 MINUTES OF INACTIVITY. 2. OCCUPANCY SENSOR TO CONTROL ALL HALL OR ROOM LIGHTING. OCCUPANCY"ON-TIME" TO BE 5 MINUTES. UNOCCUPIED LIGHTING LEVELS SHALL BE 20% OF OCCUPIED LEVELS. 3. ALL EXIT SIGNAGE SHALL BE FED FROM CIRCUITS SUPPORTED BY GENERATOR. 4. REFER TO INTERIOR DESIGN REFLECTED CEILING PLANS FOR DIMENSIONEDLOCATIONS OF LIGHT FIXTURES IN AMENTIY SPACES. COORDINATE ALL DEVICE LOCATIONS WITH INTERIOR DESIGN REFLECTED CEILING PLANS AND ELEVATIONS. 5. WHERE LIGHTING IS INDICATED WITH ZONE, REFER TO LIGHTING CONTROLLER ZONING DIAGRAM ON E001. FIXTURES ARE TO BE CONTROLLED BY CENTRALIZED LIGHTING CONTROLLER. 6. CORRIDOR LIGHTING TO BE HARDWIRED TO HIGH/LOW STANDALONE DIMMINGOCCUPANCY CONTROL WITH 0-10V AND/OR PHASE DIMMING CONTROL AS REQUIRED, TIMEOUT AND LOW END OUTPUT TO BE FIELD ADJUSTABLE. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 1 1 G G A G G A G A G A G A G G A G G G G GG G A G A G A G A G A G A G A G A G A G A G A G A G A G A GG A G A G A G A G A G A G A G A 1 1 1 1 1 1 1 1 1 1 1 1 G A G A A A A A A A A A UNIT C1 201 ELEV 1 NORTH CORRIDOR 238 FC-1 FC-1 FC-2 FC-3 UNIT B3 226 UNIT A11 232 UNIT A12 233 UNIT C2 234 1 1 1 1 1 1 1 1 1 1 FC-3 / 1E410 / 1E409 / 1E408 / 1E407 / 1E408 NORTH STAIR UNIT D12 231 2 2 EC FC-2 HP-2 M4 M5 M5 M5M5 M5 M5 800TB FC-3 3 3 3 3 3 10" AFF 10" AFF 10" AFF 10" AFF 10" AFF P213 P231 P232 P233 P234 P201 HP-1 38 HP-1 36 4 4 4 4 4 P231 1 P231 2 P231 4,6 P231 3 P231 5 P231 7 P231 8 P231 9,11 P231 10 P231 13 P231 12 P231 15,17 P231 18 P232 1 P232 2 P232 3 P232 4 P232 7,9 P232 6 P232 8 P232 10 P232 12 P232 11,13 P232 5 P232 15,17 P233 3 P233 6,8 P233 5P233 9 P233 11,13 P233 7 P233 2 P233 14 10" AFF P234 4 P234 1,3 P234 2 P234 5 P234 6 P234 7,9 P234 8 P234 10 P234 11 P234 12 P234 13,15 P201 1 P201 2 P201 3,5P201 6 P201 4 P201 7 P201 8 P201 9 P201 11,13 P201 10 P201 12 FC-2 P201 14,16 P201 14,16 HP-2 1 HP-2 2 5 ELEVATOR LOBBY 238 P234 13,15 FC-2 P231 15,17 P233 1 P233 12P233 16,18 ELEC/DATA 237 TRASH ROOM 235 ELEV 2 CENTRAL STAIR 1 1 1 1 1 1 T-1 HP-2 1 1 HP-2 13 6 1 HP-2 4 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 2ND FL CORE ENLRGD PLAN -PWR & DATA E406 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 SECOND FLOOR CORE ENLARGED PLAN -POWER & DATA KEYNOTE LEGEND Key ValueKeynote Text 1CONTRACTOR SHALL FURNISH AND INSTALL UNDER-SINK RECEPTACLE FOR CORD CONNECTED GARBAGE DISPOSAL/DISHWASHER. SWITCH LOCATED ABOVE COUNTER SHALL CONTROL LOWER PORTION OF RECEPTACLE. 2ALL RECEPTACLES WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TO PANEL SCHEDULES. 3PROVIDE STRONG SM-RBX-EXT-14-WH IN-WALL VERSABOX IN EACH APARTMENT. ROUTE COAX CABLE FROM ELECTRICAL CLOSET ON EACH FLOOR TO EACH VERSABOX. PROVIDE CAT5 CABLE FROM VERSABOX TO EACH DATA LOCATION IN EACH APARTMENT. PROVIDE 15A POWER RECEPTACLE IN EACH BOX. 4RECEPTACLE FOR MICROWAVE/VENT HOOD TO MOUNTED AT 66" AFF, TYP OF ALL. COORDINATE MOUNTING OF RECEPTACLE WITH UPPER CABINETRY INSTALLATION. 5PROVIDE EMERGENCY COMMUNICATIONS SYSTEM TO ALLOW COMMUNICATION BETWEEN EMERGENCY COMMUNICATIONS PANEL (ECP) LOCATED ADJACENT TO FIRE ALARM PANEL IN LOBBY, AND EMERGENCY CALL STATIONS AND SIGNS (EC) LOCATED ADJACENT TO ELEVATOR CALL BUTTONS ON ALL FLOORS. SYSTEM SHALL BE AS MANUFACTURED BY RATH COMMUNICATIONS AREA OF REFUGE SYSTEMS. SYSTEM SHALL CONSIST OF MAIN PANEL #2500-205FM (PAINTED BLACK), CALL BOX #2100-958NSR, POWER SUPPLY #2500-PWR24, SIGN#7078, AND ALL MISCELLANEOUS HARDWARE AND WIRING TO MAKE A COMPLETE SYSTEM. 6PROVIDE FIBEROPTIC BACKBONE FOR 10GB ETHERNET SWITCH. E406 GENERAL NOTES 1. MECHANICAL CONTRACTOR TO FURNISH AC DISCONNECT FOR ALL HVAC EQUIPMENT. ELECTRICAL CONTRACTOR TO INSTALL AND COMPLETE ELECTRICAL CONNECTIONS TO DISCONNECTS AND EQUIPMENT, TYPICAL OF ALL. 2. MOUNTING HEIGHTS OF DEVICES SHALL BE AS FOLLOWS IN ALL APARTMENTS, UNLESS OTHERWISE NOTED. MEASUREMENTS ARE TO CENTERLINE OF DEVICES: A. CONVENIENCE RECEPTACLES: 18" ABOVE FINISHED FLOOR B. ABOVE COUNTER CONVENIENCE RECEPTACLES: MAXIMUM 46" ABOVE FINISHED FLOOR C. ABOVE DESK CONVENIENCE RECEPTACLES: MAXIMUM 44" ABOVE FINISHED FLOOR D. LIGHT SWITCHES: MAXIMUM 48" ABOVE FINISHED FLOOR E. DEDICATED EQUIPMENT RECEPTACLES: a. ABOVE COUNTER: 44" ABOVE FINISHED FLOOR b. STANDARD: 18" ABOVE FINISHED FLOOR F. DATA AND TV CABLE RECEPTACLES: 18" ABOVE FINISHED FLOOR G. RANGE RECEPTACLE: 6" ABOVE FINISHED FLOOR 3.COORDINATE ALL CORRIDOR POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 1 1 1 1 D 3 3 3 3 D D 3 3 3 3 D O S D 3 3 S P S PS P S P S P S P S P S P S P S P S P S P S P S P/CO V S S P S P S P J J J J J SP S P S P SP ELEV 2 ELEVATOR LOBBY 237 NORTH CORRIDOR 238 / 1E410_R / 1E407_R / 1E409_R / 1E408_R 1 1 1 1 HP-2 USUV UB UE UHUH UK US UV UB UEUHUH UH UH UK UH UE UV UKUK UK UH US US UV UB UB UH UB UB US UV UV UH UH UE UE UB UB UK UK UK UH UH UK UK UK UH UH UH UE AWC AWC UH UB EX2 EX2 EX2 R R R R AWC AWC AWC ELEV 1 TS FS 2 P231 14 P231 P232 14 P233 P232 P233 10 P234 P234 14 UB UH P201 P201 15 P201 15 P-GEN 1 P-GEN 3 S2 S2 S2 EM 3 HP-2 5 HP-2 5 US AWC AWC AWCAWC AWC_B AWC CLCCLC CLC ACLC CLC CLC CLC CLC CLC CLC CLC CLC AWC EX2 AWC_B 4 UNIT C1 201 CENTRAL STAIR TRASH ROOM 235 SOUTH CORRIDOR 240 UNIT C2 234 UNIT A12 233 UNIT A11 232 UNIT D12 231 ELEC/DATA 237 NORTH STAIR UNIT B3 226 5 5 5 5 5 P-GEN 11 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 2ND FL CORE ENLRGD PLAN -LTG & FA E406_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 SECOND FLOOR CORE ENLARGED PLAN -LIGHTING & FIRE ALARM KEYNOTE LEGEND Key ValueKeynote Text 1ALL LIGHTING WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TO PANEL SCHEDULES. 2PROVIDE FIRE ALARM CONNECTION TO SPRINKLER SYSTEM TAMPER AND FLOW SWITCHES. COORDINATE WITH SPRINKLER CONTRACTOR. 3SMOKE DETECTOR LOCATED OUTSIDE TRASH CHUTES SHALL TIE INTO SOLENOID CONTROLLING DISCHARGE DOOR, CAUSING THE DOOR TO LOCK UPON ACTIVATION OF FIRE ALARM. 4ALL CORRIDOR AND OTHER EMERGENCY LIGHTING ON FLOORS 2-5 TO BE POWERED BY GENERATOR AS EMERGENCY EGRESS LIGHTING. REFER TO GENERATOR PANEL (P-GEN) SCHEDULE FOR CIRCUITING DETAILS. 5PROVIDE WIRING AND BLANK COVER PLATE TO J-BOX LOCATIONS IN ALL BEDROOMS FOR FUTURE INSTALLATION OF BUILDING FIRE ALARM NOTIFICATION DEVICES. TYPICAL FOR ALL UNITS. E406_R GENERAL NOTES 1. STAIR LIGHTING SHALL HAVE INTEGRATED OCCUPANCY SENSOR TO CONTROLINDIVIDUAL FIXTURE. FIXTURES SHALL DIM TO 25% LIGHT OUTPUT AFTER 5 MINUTES OF INACTIVITY. 2. OCCUPANCY SENSORS TO CONTROL ALL CORRIDOR LIGHTING. OCCUPANCY "ON-TIME" TO BE 5 MINUTES. UNOCCUPIED LIGHTING LEVELS SHALL BE 20% OF OCCUPIED LEVELS. 3. ALL EXIT SIGNAGE SHALL BE FED FROM CIRCUITS SUPPORTED BY GENERATOR. 4. FIXTURES DESIGNATED WITH "EM" WILL BE CIRCUITED SEPARATELY AND SUPPORTED BY GENERATOR, PROVIDING EMERGENCY EGRESS LIGHTING. 5. NOTIFICATION DEVICES IN APARTMENTS SHALL TIE INTO BUILDING FIRE ALARM SYSTEM TO ALERT RESIDENTS UPON INITIATION OF BUILDING FIRE ALARM. MULTISTATION SMOKE ALARMS IN APARTMENTS SHALL BE INDEPENDENT OF BUILDING FIRE ALARM SYSTEM AND ONLY SOUND UPON DETECTION OF SMOKE. 6. COORDINATE ALL CORRIDOR POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS 7. CORRIDOR LIGHTING TO BE HARDWIRED TO HIGH/LOW STANDALONE DIMMINGOCCUPANCY CONTROL WITH 0-10V AND/OR PHASE DIMMING CONTROL AS REQUIRED, TIMEOUT AND LOW END OUTPUT TO BE FIELD ADJUSTABLE. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 1 G A G A G A G A G A G A G A G A G A G A G A G A G A G A G A G A G AA G A G A G A G A A G A G A G A A G G G G G G G GG G G G G W 1 1 1 1 1 1 1 1 1 1 1 1 1 1 A A G G GG G A G A G A G A G A G A G A G A G A G A G A 1 1 A A A A A A A G A G A AA TELECOM 236 SOUTH CORRIDOR 239 FC-2 FC-3 FC-2 FC-2 UNIT D2 207 UNIT D3 208 UNIT B1 209 UNIT D1 206 UNIT A4 205 UNIT A3 204 UNIT A2 203 UNIT A1 202 SOUTH CORRIDOR 239 / 1E408 / 1E406 FC-2 FC-2 FC-3FC-3 FC-2 FC-2 FC-3 FC-2 FC-1 1 1 1 1 1 1 1 1 1 1 2 3 33 3 3 33 1 11 1 refer to unit 212 sheet E408 10" AFF 10" AFF10" AFF10" AFF10" AFF10" AFF 10" AFF 10" AFF 10" AFF 10" AFF P202P203 P205 P206 P208 P209 P207 HP-1 37 EAST STAIR 44 4 4 4 4 4 P202 1 P202 2 P202 7 P202 4,6 P202 3 P202 8 P202 9 P202 10,12 P202 5 P220 20 P203 1 P203 2 P203 3 P203 4,6 P203 5 P203 7 P203 8 P203 10,12 P203 9 P203 11 FC-1FC-1 P203 13,15 P202 13,15 P202 11 P205 1 P205 2 P205 3 P205 4,6 P205 5 P205 7 P205 8 P205 10,12 P205 9 P205 11 P205 13,15 P205 14 P206 5 P206 3P206 7 P206 6,8 P206 9 P206 9 P206 10 P206 11 P206 13 P206 12 P206 14 P206 15,17 P206 1P206 2,4 P207 6 P207 7 P207 7 P207 8 P207 10,12 P207 9 P207 11 P207 13 P207 14 P207 15 P207 16,18 P207 16,18 P207 16,18 P207 4 P207 3,5P207 2 P208 5 P208 6,8 P208 7 P208 3P208 2,4 P208 1 P208 9 P208 9 P208 11 P208 12 P208 13 P208 10 P208 14 P208 15,17 P208 15,17 P208 15,17 P209 4,6 P209 3 P209 1 P209 2 P209 5 P209 7,9 P209 8 P209 12 P209 10 P209 11 P209 13,15 5 P206 15,17 HP-2 3 HP-2 11 1 1 1 1 1 HP-2 12 6 1 7 7 1 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 2ND FL EAST ENLRGD PLAN -PWR & DATA E407 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 SECOND FLOOR EAST ENLARGED PLAN -POWER & DATA KEYNOTE LEGEND Key ValueKeynote Text 1CONTRACTOR SHALL FURNISH AND INSTALL UNDER-SINK RECEPTACLE FOR CORD CONNECTED GARBAGE DISPOSAL/DISHWASHER. SWITCH LOCATED ABOVE COUNTER SHALL CONTROL LOWER PORTION OF RECEPTACLE. 2ALL RECEPTACLES WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TO PANEL SCHEDULES. 3PROVIDE STRONG SM-RBX-EXT-14-WH IN-WALL VERSABOX IN EACH APARTMENT. ROUTE COAX CABLE FROM ELECTRICAL CLOSET ON EACH FLOOR TO EACH VERSABOX. PROVIDE CAT5 CABLE FROM VERSABOX TO EACH DATA LOCATION IN EACH APARTMENT. PROVIDE 15A POWER RECEPTACLE IN EACH BOX. 4RECEPTACLE FOR MICROWAVE/VENT HOOD TO MOUNTED AT 66" AFF, TYP OF ALL. COORDINATE MOUNTING OF RECEPTACLE WITH UPPER CABINETRY INSTALLATION. 5PROVIDE 3/4" PAINTED PLYWOOD BACK BOARD FOR TELECOM DISTRIBUTION EQUIPMENT AT EACH FLOOR. MOUNT RECEPTACLES ABOVE PLYWOOD. COORDINATE POWER REQUIREMENTS WITH SERVICE PROVIDER. 6PROVIDE FIBEROPTIC BACKBONE FOR 10GB ETHERNET SWITCH. 7PROVIDE CONNECTION TO HEAT TRACE INSTALLED ON WATER PIPES, PROVIDED BY OTHERS. CONNECT HEAT TRACE TO NEAREST HEAT TRACE CIRCUIT IN GARAGE BELOW. COORDINATE WITH PLUMBING CONTRACTOR. E407 GENERAL NOTES 1. MECHANICAL CONTRACTOR TO FURNISH AC DISCONNECT FOR ALL HVAC EQUIPMENT. ELECTRICAL CONTRACTOR TO INSTALL AND COMPLETE ELECTRICAL CONNECTIONS TO DISCONNECTS AND EQUIPMENT, TYPICAL OF ALL. 2. MOUNTING HEIGHTS OF DEVICES SHALL BE AS FOLLOWS IN ALL APARTMENTS, UNLESS OTHERWISE NOTED. MEASUREMENTS ARE TO CENTERLINE OF DEVICES: A. CONVENIENCE RECEPTACLES: 18" ABOVE FINISHED FLOOR B. ABOVE COUNTER CONVENIENCE RECEPTACLES: MAXIMUM 46" ABOVE FINISHED FLOOR C. ABOVE DESK CONVENIENCE RECEPTACLES: MAXIMUM 44" ABOVE FINISHED FLOOR D. LIGHT SWITCHES: MAXIMUM 48" ABOVE FINISHED FLOOR E. DEDICATED EQUIPMENT RECEPTACLES: a. ABOVE COUNTER: 44" ABOVE FINISHED FLOOR b. STANDARD: 18" ABOVE FINISHED FLOOR F. DATA AND TV CABLE RECEPTACLES: 18" ABOVE FINISHED FLOOR G. RANGE RECEPTACLE: 6" ABOVE FINISHED FLOOR 3.COORDINATE ALL CORRIDOR POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 1 1 1 1 1 1 1 1 3 3 D V S 3 3 D 3 3 D D 3 3 D 3 3 S P S P S P S PS P S P S P S P S P S P S P S P S P S P S P S P S P 3 3 3 3 D D S P S P S P S P J J J J J J J S P SOUTH CORRIDOR 239 / 1E406_R / 1E408_R 1 1 AWC AWC AWC US UV UB UE UH UH UH UH UK US UV UB UE UH UH UHUH UK UHUH UBUB UE UK USUV UV UC UC US US UBUB UB UHUH UHUH UK UKUV UV UB UB UB UH UHUH UK UB UB UK US UV UV UC US UB UB UBUH UH UH UKUK UH UE UB UB UE US UV UB UB UK UK UK UH UH UE US UB UB UH UH UH UV US UP UP UV UP UP UV AWC AWCAWC AWC R R EX1 EX1 EX2 AWC AWC AWC AWC P202 P202 14 P203 P203 14 UK UK P205 16 P207 17 P208 16 P209 14 P209 P-GEN 2 S1 HP-2 5 CLCCLC AWC AWC_B CLC CLC refer to unit 212 sheet E408_R 2 UNIT D1 206 EAST STAIRUNIT D2 207 UNIT D3 208 UNIT B1 209 UNIT A4 205 UNIT A3 204 UNIT A2 203 UNIT A1 202 TELECOM 236 3 3 3 3 3 3 P208 3 P206P207 1 1 1 1 1 1 1 1 1 1 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 2ND FL EAST ENLRGD PLAN -LTG & FA E407_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 SECOND FLOOR EAST ENLARGED PLAN -LIGHTING & FIRE ALARM KEYNOTE LEGEND Key ValueKeynote Text 1ALL LIGHTING WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TO PANEL SCHEDULES. 2ALL CORRIDOR AND OTHER EMERGENCY LIGHTING ON FLOORS 2-5 TO BE POWERED BY GENERATOR AS EMERGENCY EGRESS LIGHTING. REFER TO GENERATOR PANEL (P-GEN) SCHEDULE FOR CIRCUITING DETAILS. 3PROVIDE WIRING AND BLANK COVER PLATE TO J-BOX LOCATIONS IN ALL BEDROOMS FOR FUTURE INSTALLATION OF BUILDING FIRE ALARM NOTIFICATION DEVICES. TYPICAL FOR ALL UNITS. E407_R GENERAL NOTES 1. STAIR LIGHTING SHALL HAVE INTEGRATED OCCUPANCY SENSOR TO CONTROLINDIVIDUAL FIXTURE. FIXTURES SHALL DIM TO 25% LIGHT OUTPUT AFTER 5 MINUTES OF INACTIVITY. 2. OCCUPANCY SENSORS TO CONTROL ALL CORRIDOR LIGHTING. OCCUPANCY "ON-TIME" TO BE 5 MINUTES. UNOCCUPIED LIGHTING LEVELS SHALL BE 20% OF OCCUPIED LEVELS. 3. ALL EXIT SIGNAGE SHALL BE FED FROM CIRCUITS SUPPORTED BY GENERATOR. 4. FIXTURES DESIGNATED WITH "EM" WILL BE CIRCUITED SEPARATELY AND SUPPORTED BY GENERATOR, PROVIDING EMERGENCY EGRESS LIGHTING. 5. NOTIFICATION DEVICES IN APARTMENTS SHALL TIE INTO BUILDING FIRE ALARM SYSTEM TO ALERT RESIDENTS UPON INITIATION OF BUILDING FIRE ALARM. MULTISTATION SMOKE ALARMS IN APARTMENTS SHALL BE INDEPENDENT OF BUILDING FIRE ALARM SYSTEM AND ONLY SOUND UPON DETECTION OF SMOKE. 6. COORDINATE ALL CORRIDOR POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS 7. CORRIDOR LIGHTING TO BE HARDWIRED TO HIGH/LOW STANDALONE DIMMINGOCCUPANCY CONTROL WITH 0-10V AND/OR PHASE DIMMING CONTROL AS REQUIRED, TIMEOUT AND LOW END OUTPUT TO BE FIELD ADJUSTABLE. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 1 1 G A G A G A G A G G A G A G A G G G A G A G A G A G A A G G A G A 1 1 1 1 1 G G G G G A G A G A G A G A G A G A G A G A G A G A G A A A 1 1 1 1 A A A A UNIT D4 210 UNIT A5 211 UNIT A6 212 UNIT A7 213 UNIT A6 214 UNIT A7 215 UNIT A6 216 UNIT A8 217 ? ? 1 1 1 1 UNIT A8 217 SOUTH CORRIDOR 239 / 1E409 FC-2 FC-3 FC-1 FC-2 / 1E407 / 1 E406 2 2 2 2 1 1 1 1 refer to unit 212 this sheet refer to unit 213 this sheet refer to unit 212 this sheet refer to unit 213 this sheet 10" AFF 10" AFF 10" AFF 10" AFF 10" AFF 10" AFF 10" AFF P210 P211 P212 P213 P210 6,8 P210 14 P210 5 P210 11 P210 17 P210 13 P210 16 P210 2,4 P210 1 P210 3 P210 7,9 P210 7,9 P210 19 3 3 3 3 P211 9 P211 10 P211 11 P211 8 P211 7 P211 4,6 P211 8 P211 13 P211 2 P211 3,5 P212 1 P212 2 P211 1 P212 3 P212 5 P212 4,6 P212 8 P212 8 P212 10,12 P212 9 FC-1 P212 11,13 P212 14 P212 15 P211 15,17 P212 7 P213 1 P213 2 P213 3 P213 6 P213 5 P213 7,9 P213 8 P213 5 P213 11,13 P213 15 P213 14,16 P213 17 P210 15 P220 10 P210 16 HP-2 11 1 T-1 HP-2 1 1 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 2ND FL SOUTH ENLRGD PLAN -PWR & DATA E408 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 SECOND FLOOR SOUTH ENLARGED PLAN -POWER & DATA KEYNOTE LEGEND Key ValueKeynote Text 1CONTRACTOR SHALL FURNISH AND INSTALL UNDER-SINK RECEPTACLE FOR CORD CONNECTED GARBAGE DISPOSAL/DISHWASHER. SWITCH LOCATED ABOVE COUNTER SHALL CONTROL LOWER PORTION OF RECEPTACLE. 2PROVIDE STRONG SM-RBX-EXT-14-WH IN-WALL VERSABOX IN EACH APARTMENT. ROUTE COAX CABLE FROM ELECTRICAL CLOSET ON EACH FLOOR TO EACH VERSABOX. PROVIDE CAT5 CABLE FROM VERSABOX TO EACH DATA LOCATION IN EACH APARTMENT. PROVIDE 15A POWER RECEPTACLE IN EACH BOX. 3RECEPTACLE FOR MICROWAVE/VENT HOOD TO MOUNTED AT 66" AFF, TYP OF ALL. COORDINATE MOUNTING OF RECEPTACLE WITH UPPER CABINETRY INSTALLATION. E408 GENERAL NOTES 1. MECHANICAL CONTRACTOR TO FURNISH AC DISCONNECT FOR ALL HVAC EQUIPMENT. ELECTRICAL CONTRACTOR TO INSTALL AND COMPLETE ELECTRICAL CONNECTIONS TO DISCONNECTS AND EQUIPMENT, TYPICAL OF ALL. 2. MOUNTING HEIGHTS OF DEVICES SHALL BE AS FOLLOWS IN ALL APARTMENTS, UNLESS OTHERWISE NOTED. MEASUREMENTS ARE TO CENTERLINE OF DEVICES: A. CONVENIENCE RECEPTACLES: 18" ABOVE FINISHED FLOOR B. ABOVE COUNTER CONVENIENCE RECEPTACLES: MAXIMUM 46" ABOVE FINISHED FLOOR C. ABOVE DESK CONVENIENCE RECEPTACLES: MAXIMUM 44" ABOVE FINISHED FLOOR D. LIGHT SWITCHES: MAXIMUM 48" ABOVE FINISHED FLOOR E. DEDICATED EQUIPMENT RECEPTACLES: a. ABOVE COUNTER: 44" ABOVE FINISHED FLOOR b. STANDARD: 18" ABOVE FINISHED FLOOR F. DATA AND TV CABLE RECEPTACLES: 18" ABOVE FINISHED FLOOR G. RANGE RECEPTACLE: 6" ABOVE FINISHED FLOOR 3.COORDINATE ALL CORRIDOR POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 11 1 3 3 O S 3 3 D S P S P S P S P S P S P S P S P/COS P D 3 3 D D 3 3 S P S P S P S P J J S PS P / 1E409_R / 1E406_R/ 1E407_R UB UB UB UC UK UH UH UE UC US UH UV US UV UK UH AWC UB P210 18 US UV UE UH UH UB UH UH UE US UV UH UHUB UK UH UHUH UH UH UH UK UBUH UH UE US UV AWC AWC refer to unit 212 this sheet refer to unit 213 this sheet refer to unit 212 this sheet refer to unit 213 this sheet EX2 AWC AWC AWC AWC P210 P211 14 P211 P212 P212 16 UH UK P213 P213 10 P201 AWC AWC AWC AWCAWC AWC CLCCLC CLCCLC EX2 UNIT A8 217 UNIT A6 216 UNIT A7 215 UNIT A6 214 UNIT A7 213 UNIT A6 212 UNIT A5 211 UNIT D4 210 SOUTH CORRIDOR 240 1 1 1 1 11 1 1 11 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 2ND FL SOUTH ENLRGD PLAN -LTG & FA E408_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 SECOND FLOOR SOUTH ENLARGED PLAN -LIGHTING & FIRE ALARM KEYNOTE LEGEND Key ValueKeynote Text 1PROVIDE WIRING AND BLANK COVER PLATE TO J-BOX LOCATIONS IN ALL BEDROOMS FOR FUTURE INSTALLATION OF BUILDING FIRE ALARM NOTIFICATION DEVICES. TYPICAL FOR ALL UNITS. E408_R GENERAL NOTES 1. STAIR LIGHTING SHALL HAVE INTEGRATED OCCUPANCY SENSOR TO CONTROLINDIVIDUAL FIXTURE. FIXTURES SHALL DIM TO 25% LIGHT OUTPUT AFTER 5 MINUTES OF INACTIVITY. 2. OCCUPANCY SENSORS TO CONTROL ALL CORRIDOR LIGHTING. OCCUPANCY "ON-TIME" TO BE 5 MINUTES. UNOCCUPIED LIGHTING LEVELS SHALL BE 20% OF OCCUPIED LEVELS. 3. ALL EXIT SIGNAGE SHALL BE FED FROM CIRCUITS SUPPORTED BY GENERATOR. 4. FIXTURES DESIGNATED WITH "EM" WILL BE CIRCUITED SEPARATELY AND SUPPORTED BY GENERATOR, PROVIDING EMERGENCY EGRESS LIGHTING. 5. NOTIFICATION DEVICES IN APARTMENTS SHALL TIE INTO BUILDING FIRE ALARM SYSTEM TO ALERT RESIDENTS UPON INITIATION OF BUILDING FIRE ALARM. MULTISTATION SMOKE ALARMS IN APARTMENTS SHALL BE INDEPENDENT OF BUILDING FIRE ALARM SYSTEM AND ONLY SOUND UPON DETECTION OF SMOKE. 6. COORDINATE ALL CORRIDOR POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS 7. CORRIDOR LIGHTING TO BE HARDWIRED TO HIGH/LOW STANDALONE DIMMINGOCCUPANCY CONTROL WITH 0-10V AND/OR PHASE DIMMING CONTROL AS REQUIRED, TIMEOUT AND LOW END OUTPUT TO BE FIELD ADJUSTABLE. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 11 G G A G A G A G A G A G A G A G A G G G G A G A G A G A G A G AG G G G G A G A G A G A G A A G G G G G A G A A A G A G A G A G A G 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 A A A A A A 1 1 1 1 UNIT D5 218 UNIT B2 219 UNIT A10 225 UNIT D7 221 UNIT A9 222 UNIT A10 223 UNIT A9 224 UNIT D6 220 1 1 1 1 1 11 1 FC-2 FC-2 FC-2 FC-2 FC-1FC-1 / 1E406 / 1E408 FC-2 FC-3 FC-3 FC-2 2 2 2 2 22 refer to unit 222 this sheetrefer to unit 223 this sheet 10" AFF 10" AFF 10" AFF 10" AFF FC-3 10" AFF 10" AFF P218 P220 P222 P221 P223 3 3 3 3 3 3 P218 1 P218 2 P218 3,5 P218 4 P218 10 P218 9,11 P218 8 P218 7 P218 12 P218 13 P220 9 P218 16,18 P218 16,18 P219 3 P219 2,4 P219 1 P219 6,8 P219 6,8 P219 5 P219 3 P219 12 P219 13,15 P219 11 P219 10 P220 8 P220 6 P220 5 P220 2P220 1,3 P220 4 P220 7 P218 14 P220 15 P220 11 P220 14,16 P220 13 P220 12 P221 1 P220 24,26 P220 24,26 P221 2 P221 3 P221 4,6 P221 5 P221 7 P221 9 P221 10 P221 12,14 P221 11 P221 5 P221 13 P221 8 FC-3 FC-2 P221 16,18 P221 16,18 P222 1 P222 3 P222 6 P222 5,7 P222 10 P222 11,13 P222 2 P222 12 P222 9 P223 7,9 P223 6 P223 3P223 4 P223 11 P223 8,10 P223 1 P223 2 P219 9 P219 7 P219 P220 18 P222 8P222 15,17P223 5 1 1 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 2ND FL WEST ENLRGD PLAN -PWR & DATA E409 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 SECOND FLOOR WEST ENLARGED PLAN -POWER & DATA KEYNOTE LEGEND Key ValueKeynote Text 1CONTRACTOR SHALL FURNISH AND INSTALL UNDER-SINK RECEPTACLE FOR CORD CONNECTED GARBAGE DISPOSAL/DISHWASHER. SWITCH LOCATED ABOVE COUNTER SHALL CONTROL LOWER PORTION OF RECEPTACLE. 2PROVIDE STRONG SM-RBX-EXT-14-WH IN-WALL VERSABOX IN EACH APARTMENT. ROUTE COAX CABLE FROM ELECTRICAL CLOSET ON EACH FLOOR TO EACH VERSABOX. PROVIDE CAT5 CABLE FROM VERSABOX TO EACH DATA LOCATION IN EACH APARTMENT. PROVIDE 15A POWER RECEPTACLE IN EACH BOX. 3RECEPTACLE FOR MICROWAVE/VENT HOOD TO MOUNTED AT 66" AFF, TYP OF ALL. COORDINATE MOUNTING OF RECEPTACLE WITH UPPER CABINETRY INSTALLATION. E409 GENERAL NOTES 1. MECHANICAL CONTRACTOR TO FURNISH AC DISCONNECT FOR ALL HVAC EQUIPMENT. ELECTRICAL CONTRACTOR TO INSTALL AND COMPLETE ELECTRICAL CONNECTIONS TO DISCONNECTS AND EQUIPMENT, TYPICAL OF ALL. 2. MOUNTING HEIGHTS OF DEVICES SHALL BE AS FOLLOWS IN ALL APARTMENTS, UNLESS OTHERWISE NOTED. MEASUREMENTS ARE TO CENTERLINE OF DEVICES: A. CONVENIENCE RECEPTACLES: 18" ABOVE FINISHED FLOOR B. ABOVE COUNTER CONVENIENCE RECEPTACLES: MAXIMUM 46" ABOVE FINISHED FLOOR C. ABOVE DESK CONVENIENCE RECEPTACLES: MAXIMUM 44" ABOVE FINISHED FLOOR D. LIGHT SWITCHES: MAXIMUM 48" ABOVE FINISHED FLOOR E. DEDICATED EQUIPMENT RECEPTACLES: a. ABOVE COUNTER: 44" ABOVE FINISHED FLOOR b. STANDARD: 18" ABOVE FINISHED FLOOR F. DATA AND TV CABLE RECEPTACLES: 18" ABOVE FINISHED FLOOR G. RANGE RECEPTACLE: 6" ABOVE FINISHED FLOOR 3.COORDINATE ALL CORRIDOR POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 1 1 1 1 S P S P S P S P S P S P S P S P S P S P S P S P S P S PS P 3 3 3 D 3 3 3 D 3 3 3 3 3 3 3 3 3 3 D D 3 3 D 3 3 D 3 3 3 S P 3 J J J J J J J P S P / 1E406_R UE UV US UC UB UB UK UK UK UH US UV UC UBUB UH UV US UV UE UH UB UB UH UH UK UK UK UB UB UC US UK UK UK UH UH UB UB UH UH UBUB UH UH US UH UE UH UP UP UK UK UE US UV UBUB UC US UV UV UH UK UE UH UHUH UH UH UV UE UH UH UH UH UH UK UH US US refer to unit 222 this sheetrefer to unit 223 this sheet AWC AWC AWCAWC AWC AWC P218 15 P218 P219 P219 14 P220 UV UV P220 17 P221 P221 15 P222 P222 4 P223 12 AWCAWC AWC_B E6E6E6E6 P223 1 UNIT D5 218 UNIT B2 219 UNIT D6 220 UNIT D7 221 UNIT A9 222 UNIT A10 223 UNIT A9 224 UNIT A10 225 ZONE 38 CLCCLC 2 2 2 P219 14 2 2 2 2 UH 1 1 1 1 1 1 1 1 1 1 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 2ND FL WEST ENLRGD PLAN -LTG & FA E409_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 SECOND FLOOR WEST ENLARGED PLAN -LIGHTING & FIRE ALARM KEYNOTE LEGEND Key ValueKeynote Text 1ALL CORRIDOR AND OTHER EMERGENCY LIGHTING ON FLOORS 2-5 TO BE POWERED BY GENERATOR AS EMERGENCY EGRESS LIGHTING. REFER TO GENERATOR PANEL (P-GEN) SCHEDULE FOR CIRCUITING DETAILS. 2PROVIDE WIRING AND BLANK COVER PLATE TO J-BOX LOCATIONS IN ALL BEDROOMS FOR FUTURE INSTALLATION OF BUILDING FIRE ALARM NOTIFICATION DEVICES. TYPICAL FOR ALL UNITS. E409_R GENERAL NOTES 1. STAIR LIGHTING SHALL HAVE INTEGRATED OCCUPANCY SENSOR TO CONTROLINDIVIDUAL FIXTURE. FIXTURES SHALL DIM TO 25% LIGHT OUTPUT AFTER 5 MINUTES OF INACTIVITY. 2. OCCUPANCY SENSORS TO CONTROL ALL CORRIDOR LIGHTING. OCCUPANCY "ON-TIME" TO BE 5 MINUTES. UNOCCUPIED LIGHTING LEVELS SHALL BE 20% OF OCCUPIED LEVELS. 3. ALL EXIT SIGNAGE SHALL BE FED FROM CIRCUITS SUPPORTED BY GENERATOR. 4. FIXTURES DESIGNATED WITH "EM" WILL BE CIRCUITED SEPARATELY AND SUPPORTED BY GENERATOR, PROVIDING EMERGENCY EGRESS LIGHTING. 5. NOTIFICATION DEVICES IN APARTMENTS SHALL TIE INTO BUILDING FIRE ALARM SYSTEM TO ALERT RESIDENTS UPON INITIATION OF BUILDING FIRE ALARM. MULTISTATION SMOKE ALARMS IN APARTMENTS SHALL BE INDEPENDENT OF BUILDING FIRE ALARM SYSTEM AND ONLY SOUND UPON DETECTION OF SMOKE. 6. WHERE LIGHTING IS INDICATED WITH ZONE, REFER TO LIGHTING CONTROLLER ZONING DIAGRAM ON E001. FIXTURES ARE TO BE CONTROLLED BY CENTRALIZED LIGHTING CONTROLLER. 7. COORDINATE ALL CORRIDOR POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS 8. CORRIDOR LIGHTING TO BE HARDWIRED TO HIGH/LOW STANDALONE DIMMINGOCCUPANCY CONTROL WITH 0-10V AND/OR PHASE DIMMING CONTROL AS REQUIRED, TIMEOUT AND LOW END OUTPUT TO BE FIELD ADJUSTABLE. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 1 1 G A G A G A G A G A G A A G A G A G A G A G A G A G A G A G A G A G A A G A G A G A AG A G A G A G A G G G G G G G G G G G G A 1 1 1 1 1 1 1 11 1 1 1 1 1 A A A A A UNIT B3 226 FC-3 FC-3 FC-3 FC-3 FC-2 FC-2 FC-2 1 1 1 1 1 1 1 1 1 1 / 1E406 UNIT D9 228 UNIT D10 229 UNIT D11 230 UNIT D8 227 NORTH STAIR FC-2 FC-2 FC-2 FC-2 2 FC-2 3 3 3 3 3 10" AFF 10" AFF 10" AFF 10" AFF P226 P227 P228 P229 P230 HP-1 38 4 4 4 4 4 P226 7P226 6,8 P226 4 P226 3,5 P226 2 P226 1 P226 9 P226 10 P226 11 P226 13,15 P226 16 P227 9 P227 8,10 P227 11 P227 12 P227 13 P227 15,17 P227 15,17 P227 2 P227 3,5 P227 4 P227 6 P227 1 P227 7 P228 5 P228 6 P228 10 P228 9,11 P228 8 P228 7 P228 12 P228 13 P228 15,17 P228 15,17 P228 18 P228 3 P228 1 P228 2,4 P229 1 P229 2 P229 7,9 P229 5 P229 8 P229 10 P229 11 P229 12 P229 13 P229 14 FC-2 FC-3 P229 16,18 P229 16,18 P230 3 P230 5 P230 14 P230 13 P230 11 P230 12 P230 10 P230 8 P230 7,9 P230 6 P230 2,4 P230 1 1 1 1 5 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 2ND FL NORTH ENLRGD PLAN -PWR & DATA E410 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 SECOND FLOOR NORTH ENLARGED PLAN -POWER & DATA KEYNOTE LEGEND Key ValueKeynote Text 1CONTRACTOR SHALL FURNISH AND INSTALL UNDER-SINK RECEPTACLE FOR CORD CONNECTED GARBAGE DISPOSAL/DISHWASHER. SWITCH LOCATED ABOVE COUNTER SHALL CONTROL LOWER PORTION OF RECEPTACLE. 2ALL RECEPTACLES WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TO PANEL SCHEDULES. 3PROVIDE STRONG SM-RBX-EXT-14-WH IN-WALL VERSABOX IN EACH APARTMENT. ROUTE COAX CABLE FROM ELECTRICAL CLOSET ON EACH FLOOR TO EACH VERSABOX. PROVIDE CAT5 CABLE FROM VERSABOX TO EACH DATA LOCATION IN EACH APARTMENT. PROVIDE 15A POWER RECEPTACLE IN EACH BOX. 4RECEPTACLE FOR MICROWAVE/VENT HOOD TO MOUNTED AT 66" AFF, TYP OF ALL. COORDINATE MOUNTING OF RECEPTACLE WITH UPPER CABINETRY INSTALLATION. 5PROVIDE CONNECTION TO HEAT TRACE INSTALLED ON WATER PIPES, PROVIDED BY OTHERS. CONNECT HEAT TRACE TO NEAREST HEAT TRACE CIRCUIT IN GARAGE BELOW. COORDINATE WITH PLUMBING CONTRACTOR. E410 GENERAL NOTES 1. MECHANICAL CONTRACTOR TO FURNISH AC DISCONNECT FOR ALL HVAC EQUIPMENT. ELECTRICAL CONTRACTOR TO INSTALL AND COMPLETE ELECTRICAL CONNECTIONS TO DISCONNECTS AND EQUIPMENT, TYPICAL OF ALL. 2. MOUNTING HEIGHTS OF DEVICES SHALL BE AS FOLLOWS IN ALL APARTMENTS, UNLESS OTHERWISE NOTED. MEASUREMENTS ARE TO CENTERLINE OF DEVICES: A. CONVENIENCE RECEPTACLES: 18" ABOVE FINISHED FLOOR B. ABOVE COUNTER CONVENIENCE RECEPTACLES: MAXIMUM 46" ABOVE FINISHED FLOOR C. ABOVE DESK CONVENIENCE RECEPTACLES: MAXIMUM 44" ABOVE FINISHED FLOOR D. LIGHT SWITCHES: MAXIMUM 48" ABOVE FINISHED FLOOR E. DEDICATED EQUIPMENT RECEPTACLES: a. ABOVE COUNTER: 44" ABOVE FINISHED FLOOR b. STANDARD: 18" ABOVE FINISHED FLOOR F. DATA AND TV CABLE RECEPTACLES: 18" ABOVE FINISHED FLOOR G. RANGE RECEPTACLE: 6" ABOVE FINISHED FLOOR 3.COORDINATE ALL POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 1 1 1 1 1 1 1 3 3 D D 3 3 3 3 3 3 3 3 D D 3 3 3 3 4 D S P S P S P S P S P S P S P S P S P S P S P S P S P S P S P S P S P J J J J J J J J J S P SP / 1E406_R 1 1 US UV UB UB UC UKUK UK UH US UV UBUB UC UKUK UH UH UV UE UH UH UH UH UH UK UK UH US US UV UV UB UB UB UB UB UB UB UB UC UC UE UB UB UB UB UB UB US US US US US UV UC UK UK UE UV UV UH UH UH UH UE UH UH UV UV UV UP UP UE UK UK UK UP UP EX2 R R AWC AWC AWC AWC AWCAWC P226 P226 12 P227 P227 14 P229 15 P230 15 P230 P229 P228 P-GEN 1 AWC_B CLC CLC CLC CLC AWC_B 2 UNIT D9 228 UNIT D10 229 UNIT D11 230 UNIT D8 227 MAINTENANCE CLOSET 238 NORTH STAIR UNIT B3 226 3 3 3 3 3 P228 14 3 3 3 3 1 1 1 1 1 1 1 1 1 1 1 1 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 2ND FL NORTH ENLRGD PLAN -LTG & FA E410_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 SECOND FLOOR NORTH ENLARGED PLAN -LIGHTING & FIRE ALARM KEYNOTE LEGEND Key ValueKeynote Text 1ALL LIGHTING WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TO PANEL SCHEDULES. 2ALL CORRIDOR AND OTHER EMERGENCY LIGHTING ON FLOORS 2-5 TO BE POWERED BY GENERATOR AS EMERGENCY EGRESS LIGHTING. REFER TO GENERATOR PANEL (P-GEN) SCHEDULE FOR CIRCUITING DETAILS. 3PROVIDE WIRING AND BLANK COVER PLATE TO J-BOX LOCATIONS IN ALL BEDROOMS FOR FUTURE INSTALLATION OF BUILDING FIRE ALARM NOTIFICATION DEVICES. TYPICAL FOR ALL UNITS. E410_R GENERAL NOTES 1. STAIR LIGHTING SHALL HAVE INTEGRATED OCCUPANCY SENSOR TO CONTROLINDIVIDUAL FIXTURE. FIXTURES SHALL DIM TO 25% LIGHT OUTPUT AFTER 5 MINUTES OF INACTIVITY. 2. OCCUPANCY SENSORS TO CONTROL ALL CORRIDOR LIGHTING. OCCUPANCY "ON-TIME" TO BE 5 MINUTES. UNOCCUPIED LIGHTING LEVELS SHALL BE 20% OF OCCUPIED LEVELS. 3. ALL EXIT SIGNAGE SHALL BE FED FROM CIRCUITS SUPPORTED BY GENERATOR. 4. FIXTURES DESIGNATED WITH "EM" WILL BE CIRCUITED SEPARATELY AND SUPPORTED BY GENERATOR, PROVIDING EMERGENCY EGRESS LIGHTING. 5. NOTIFICATION DEVICES IN APARTMENTS SHALL TIE INTO BUILDING FIRE ALARM SYSTEM TO ALERT RESIDENTS UPON INITIATION OF BUILDING FIRE ALARM. MULTISTATION SMOKE ALARMS IN APARTMENTS SHALL BE INDEPENDENT OF BUILDING FIRE ALARM SYSTEM AND ONLY SOUND UPON DETECTION OF SMOKE. 6. COORDINATE ALL POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS. 7. CORRIDOR LIGHTING TO BE HARDWIRED TO HIGH/LOW STANDALONE DIMMINGOCCUPANCY CONTROL WITH 0-10V AND/OR PHASE DIMMING CONTROL AS REQUIRED, TIMEOUT AND LOW END OUTPUT TO BE FIELD ADJUSTABLE. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 1 / 1E415 / 1E413 / 1E414 / 1E412 1 1 800TBM5M5M5M5 M5 M4 M5 refer to unit 231 sheet E406 refer to unit 232 sheet E406 refer to unit 233 sheet E406 refer to unit 234 sheet E406 refer to unit 201 sheet E406 refer to unit 226 sheet E410 HP-1 36 HP-1 38 HP-2 6 HP-2 7 HP-2 9 UNIT B3 326 NORTH STAIR UNIT D12 331 NORTH CORRIDOR 339 UNIT A11 332 UNIT A12 333 UNIT C2 334 ELEC/DATA 337 TRASH ROOM 335 ELEV 2 ELEV 1 ELEVATOR LOBBY 338 UNIT C1 301 CENTRAL STAIR SOUTH CORRIDOR 340 1 1 1 1 EC 2 1 1 1 3 HP-2 15 4 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 3RD FL CORE ENLRGD PLAN -PWR & DATA E411 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 THIRD FLOOR CORE ENLARGED PLAN -POWER & DATA KEYNOTE LEGEND Key ValueKeynote Text 1ALL RECEPTACLES WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TO PANEL SCHEDULES. 2PROVIDE EMERGENCY COMMUNICATIONS SYSTEM TO ALLOW COMMUNICATION BETWEEN EMERGENCY COMMUNICATIONS PANEL (ECP) LOCATED ADJACENT TO FIRE ALARM PANEL IN LOBBY, AND EMERGENCY CALL STATIONS AND SIGNS (EC) LOCATED ADJACENT TO ELEVATOR CALL BUTTONS ON ALL FLOORS. SYSTEM SHALL BE AS MANUFACTURED BY RATH COMMUNICATIONS AREA OF REFUGE SYSTEMS. SYSTEM SHALL CONSIST OF MAIN PANEL #2500-205FM (PAINTED BLACK), CALL BOX #2100-958NSR, POWER SUPPLY #2500-PWR24, SIGN#7078, AND ALL MISCELLANEOUS HARDWARE AND WIRING TO MAKE A COMPLETE SYSTEM. 3REFER TO UNIT D14 ON DRAWING E425 FOR TYPICAL BALCONY POWER REQUIRMENTS. WIRE 120V, 20A, RECEPTACLE ON BALCONY TO LOCAL APARTMENT PANEL. 4PROVIDE FIBEROPTIC BACKBONE FOR 10GB ETHERNET SWITCH. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 E411 GENERAL NOTES 1. MECHANICAL CONTRACTOR TO FURNISH AC DISCONNECT FOR ALL HVAC EQUIPMENT. ELECTRICAL CONTRACTOR TO INSTALL AND COMPLETE ELECTRICAL CONNECTIONS TO DISCONNECTS AND EQUIPMENT, TYPICAL OF ALL. 2. MOUNTING HEIGHTS OF DEVICES SHALL BE AS FOLLOWS IN ALL APARTMENTS, UNLESS OTHERWISE NOTED. MEASUREMENTS ARE TO CENTERLINE OF DEVICES: A. CONVENIENCE RECEPTACLES: 18" ABOVE FINISHED FLOOR B. ABOVE COUNTER CONVENIENCE RECEPTACLES: MAXIMUM 46" ABOVE FINISHED FLOOR C. ABOVE DESK CONVENIENCE RECEPTACLES: MAXIMUM 44" ABOVE FINISHED FLOOR D. LIGHT SWITCHES: MAXIMUM 48" ABOVE FINISHED FLOOR E. DEDICATED EQUIPMENT RECEPTACLES: a. ABOVE COUNTER: 44" ABOVE FINISHED FLOOR b. STANDARD: 18" ABOVE FINISHED FLOOR F. DATA AND TV CABLE RECEPTACLES: 18" ABOVE FINISHED FLOOR G. RANGE RECEPTACLE: 6" ABOVE FINISHED FLOOR 3.COORDINATE ALL CORRIDOR POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS 1 1 S P S P S P O S V S SP SP S P S P S P S P/CO SP S P SP / 1E415_R / 1E414_R / 1E413_R / 1E412_R 1 1 1 1 refer to unit 201 sheet E406 refer to unit 226 sheet E410 refer to unit 231 sheet E406 refer to unit 232 sheet E406 refer to unit 233 sheet E406 refer to unit 234 sheet E406 EX1 EX2 EX1 EX2 R R R R TS FS 2 P-GEN 1 P-GEN 3 3 S2 S2 S2 HP-2 10 HP-2 10 EX2 AWC AWC AWC AWC AWC AWC AWC AWCAWC AWC_B AWC AWC_B CLC CLC CLC CLC CLC CLC CLC ACLC CLC CLC CLCCLC AWC_B 4 UNIT B3 326 NORTH STAIR NORTH CORRIDOR 339 UNIT D12 331 UNIT A11 332 UNIT A12 333 UNIT C2 334 ELEC/DATA 337 TRASH ROOM 335 ELEVATOR LOBBY 338 ELEV 2 ELEV 1 CENTRAL STAIR UNIT C1 301 1 1 1 1 1 4 1 1 1 1 1 1 1 1 1 5 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 3RD FL CORE ENLRGD PLAN -LTG & FA E411_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 THIRD FLOOR CORE ENLARGED PLAN -LIGHTING & FIRE ALARM KEYNOTE LEGEND Key ValueKeynote Text 1ALL LIGHTING WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TO PANEL SCHEDULES. 2PROVIDE FIRE ALARM CONNECTION TO SPRINKLER SYSTEM TAMPER AND FLOW SWITCHES. COORDINATE WITH SPRINKLER CONTRACTOR. 3SMOKE DETECTOR LOCATED OUTSIDE TRASH CHUTES SHALL TIE INTO SOLENOID CONTROLLING DISCHARGE DOOR, CAUSING THE DOOR TO LOCK UPON ACTIVATION OF FIRE ALARM. 4ALL CORRIDOR AND OTHER EMERGENCY LIGHTING ON FLOORS 2-5 TO BE POWERED BY GENERATOR AS EMERGENCY EGRESS LIGHTING. REFER TO GENERATOR PANEL (P-GEN) SCHEDULE FOR CIRCUITING DETAILS. 5REFER TO UNIT D14 ON DRAWING E425_R FOR TYPICAL BALCONY LIGHTING REQUIRMENTS. WIRE BALCONY LIGHT AND RECEEPTACLE TO LINE SIDE OF LIVING ROOM LIGHT CIRCUIT. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 E411_R GENERAL NOTES 1. STAIR LIGHTING SHALL HAVE INTEGRATED OCCUPANCY SENSOR TO CONTROLINDIVIDUAL FIXTURE. FIXTURES SHALL DIM TO 25% LIGHT OUTPUT AFTER 5 MINUTES OF INACTIVITY. 2. OCCUPANCY SENSORS TO CONTROL ALL CORRIDOR LIGHTING. OCCUPANCY "ON-TIME" TO BE 5 MINUTES. UNOCCUPIED LIGHTING LEVELS SHALL BE 20% OF OCCUPIED LEVELS. 3. ALL EXIT SIGNAGE SHALL BE FED FROM CIRCUITS SUPPORTED BY GENERATOR. 4. FIXTURES DESIGNATED WITH "EM" WILL BE CIRCUITED SEPARATELY AND SUPPORTED BY GENERATOR, PROVIDING EMERGENCY EGRESS LIGHTING. 5. NOTIFICATION DEVICES IN APARTMENTS SHALL TIE INTO BUILDING FIRE ALARM SYSTEM TO ALERT RESIDENTS UPON INITIATION OF BUILDING FIRE ALARM. MULTISTATION SMOKE ALARMS IN APARTMENTS SHALL BE INDEPENDENT OF BUILDING FIRE ALARM SYSTEM AND ONLY SOUND UPON DETECTION OF SMOKE. 6. CORRIDOR LIGHTING TO BE HARDWIRED TO HIGH/LOW STANDALONE DIMMINGOCCUPANCY CONTROL WITH 0-10V AND/OR PHASE DIMMING CONTROL AS REQUIRED, TIMEOUT AND LOW END OUTPUT TO BE FIELD ADJUSTABLE. 7. COORDINATE ALL CORRIDOR POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS 1 1 AA / 1E413 / 1E411 1 refer to unit 202 sheet E407 refer to unit 203 sheet E407 refer to unit 212 sheet E408 refer to unit 205 sheet E407 refer to unit 206 sheet E407 refer to unit 207 sheet E407 refer to unit 208 sheet E407 refer to unit 209 sheet E407 HP-1 37 HP-2 82 UNIT A1 302 UNIT A2 303UNIT A3 304 TELECOM 336 UNIT A4 305 UNIT B1 309 UNIT D1 306 UNIT D2 307 EAST STAIR UNIT D3 308 1 1 11 33 3 3 HP-2 14 4 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 3RD FL EAST ENLRGD PLAN -PWR & DATA E412 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 THIRD FLOOR EAST ENLARGED PLAN -POWER & DATA KEYNOTE LEGEND Key ValueKeynote Text 1ALL RECEPTACLES WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TO PANEL SCHEDULES. 2PROVIDE 3/4" PAINTED PLYWOOD BACK BOARD FOR TELECOM DISTRIBUTION EQUIPMENT AT EACH FLOOR. MOUNT RECEPTACLES ABOVE PLYWOOD. COORDINATE POWER REQUIREMENTS WITH SERVICE PROVIDER. 3REFER TO UNIT D14 ON DRAWING E425 FOR TYPICAL BALCONY POWER REQUIRMENTS. WIRE 120V, 20A, RECEPTACLE ON BALCONY TO LOCAL APARTMENT PANEL. 4PROVIDE FIBEROPTIC BACKBONE FOR 10GB ETHERNET SWITCH. E412 GENERAL NOTES 1. MECHANICAL CONTRACTOR TO FURNISH AC DISCONNECT FOR ALL HVAC EQUIPMENT. ELECTRICAL CONTRACTOR TO INSTALL AND COMPLETE ELECTRICAL CONNECTIONS TO DISCONNECTS AND EQUIPMENT, TYPICAL OF ALL. 2. MOUNTING HEIGHTS OF DEVICES SHALL BE AS FOLLOWS IN ALL APARTMENTS, UNLESS OTHERWISE NOTED. MEASUREMENTS ARE TO CENTERLINE OF DEVICES: A. CONVENIENCE RECEPTACLES: 18" ABOVE FINISHED FLOOR B. ABOVE COUNTER CONVENIENCE RECEPTACLES: MAXIMUM 46" ABOVE FINISHED FLOOR C. ABOVE DESK CONVENIENCE RECEPTACLES: MAXIMUM 44" ABOVE FINISHED FLOOR D. LIGHT SWITCHES: MAXIMUM 48" ABOVE FINISHED FLOOR E. DEDICATED EQUIPMENT RECEPTACLES: a. ABOVE COUNTER: 44" ABOVE FINISHED FLOOR b. STANDARD: 18" ABOVE FINISHED FLOOR F. DATA AND TV CABLE RECEPTACLES: 18" ABOVE FINISHED FLOOR G. RANGE RECEPTACLE: 6" ABOVE FINISHED FLOOR 3.COORDINATE ALL CORRIDOR POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 11 11 1 S P V S SP S P S P S P S P S P / 1E413_R / 1E411_R 1 1 refer to unit 202 sheet E407refer to unit 203 sheet E407refer to unit 212 sheet E408 refer to unit 205 sheet E407 refer to unit 206 sheet E407 refer to unit 207 sheet E407 refer to unit 208 sheet E407 refer to unit 209 sheet E407 EX1 EX1 R R P-GEN 2 S1 HP-2 10 AWC AWC AWC AWC AWC AWCAWC AWCAWC AWC AWC AWC AWC_B CLC CLC CLC CLC 2 TELECOM 336 UNIT A1 302 UNIT A2 303 UNIT A3 304 UNIT A4 305 UNIT B1 309 UNIT D1 306EAST STAIRUNIT D2 307 UNIT D3 308 SOUTH CORRIDOR 340 1 1 1 11 1 33 3 3 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 3RD FL EAST ENLRGD PLAN -LTG & FA E412_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 THIRD FLOOR EAST ENLARGED PLAN -LIGHTING & FIRE ALARM KEYNOTE LEGEND Key ValueKeynote Text 1ALL LIGHTING WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TO PANEL SCHEDULES. 2ALL CORRIDOR AND OTHER EMERGENCY LIGHTING ON FLOORS 2-5 TO BE POWERED BY GENERATOR AS EMERGENCY EGRESS LIGHTING. REFER TO GENERATOR PANEL (P-GEN) SCHEDULE FOR CIRCUITING DETAILS. 3REFER TO UNIT D14 ON DRAWING E425_R FOR TYPICAL BALCONY LIGHTING REQUIRMENTS. WIRE BALCONY LIGHT AND RECEEPTACLE TO LINE SIDE OF LIVING ROOM LIGHT CIRCUIT. E412_R GENERAL NOTES 1. STAIR LIGHTING SHALL HAVE INTEGRATED OCCUPANCY SENSOR TO CONTROLINDIVIDUAL FIXTURE. FIXTURES SHALL DIM TO 25% LIGHT OUTPUT AFTER 5 MINUTES OF INACTIVITY. 2. OCCUPANCY SENSORS TO CONTROL ALL CORRIDOR LIGHTING. OCCUPANCY "ON-TIME" TO BE 5 MINUTES. UNOCCUPIED LIGHTING LEVELS SHALL BE 20% OF OCCUPIED LEVELS. 3. ALL EXIT SIGNAGE SHALL BE FED FROM CIRCUITS SUPPORTED BY GENERATOR. 4. FIXTURES DESIGNATED WITH "EM" WILL BE CIRCUITED SEPARATELY AND SUPPORTED BY GENERATOR, PROVIDING EMERGENCY EGRESS LIGHTING. 5. NOTIFICATION DEVICES IN APARTMENTS SHALL TIE INTO BUILDING FIRE ALARM SYSTEM TO ALERT RESIDENTS UPON INITIATION OF BUILDING FIRE ALARM. MULTISTATION SMOKE ALARMS IN APARTMENTS SHALL BE INDEPENDENT OF BUILDING FIRE ALARM SYSTEM AND ONLY SOUND UPON DETECTION OF SMOKE. 6. CORRIDOR LIGHTING TO BE HARDWIRED TO HIGH/LOW STANDALONE DIMMINGOCCUPANCY CONTROL WITH 0-10V AND/OR PHASE DIMMING CONTROL AS REQUIRED, TIMEOUT AND LOW END OUTPUT TO BE FIELD ADJUSTABLE.. 7. COORDINATE ALL CORRIDOR POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 11 11 1 / 1E414 / 1E411/ 1E412 refer to unit 210 sheet E408 refer to unit 211 sheet E408 refer to unit 212 sheet E408 refer to unit 213 sheet E408 refer to unit 212 sheet E408 refer to unit 213 sheet E408 refer to unit 212 sheet E408 refer to unit 213 sheet E408 HP-2 6 UNIT D4 310 UNIT A5 311 UNIT A6 312 SOUTH CORRIDOR 340 UNIT A7 313 UNIT A6 314 UNIT A7 315 UNIT A6 316 UNIT A8 317 11 1 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 3RD FL SOUTH ENLRGD PLAN -PWR & DATA E413 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 THIRD FLOOR SOUTH ENLARGED PLAN -POWER & DATA E413 GENERAL NOTES 1. MECHANICAL CONTRACTOR TO FURNISH AC DISCONNECT FOR ALL HVAC EQUIPMENT. ELECTRICAL CONTRACTOR TO INSTALL AND COMPLETE ELECTRICAL CONNECTIONS TO DISCONNECTS AND EQUIPMENT, TYPICAL OF ALL. 2. MOUNTING HEIGHTS OF DEVICES SHALL BE AS FOLLOWS IN ALL APARTMENTS, UNLESS OTHERWISE NOTED. MEASUREMENTS ARE TO CENTERLINE OF DEVICES: A. CONVENIENCE RECEPTACLES: 18" ABOVE FINISHED FLOOR B. ABOVE COUNTER CONVENIENCE RECEPTACLES: MAXIMUM 46" ABOVE FINISHED FLOOR C. ABOVE DESK CONVENIENCE RECEPTACLES: MAXIMUM 44" ABOVE FINISHED FLOOR D. LIGHT SWITCHES: MAXIMUM 48" ABOVE FINISHED FLOOR E. DEDICATED EQUIPMENT RECEPTACLES: a. ABOVE COUNTER: 44" ABOVE FINISHED FLOOR b. STANDARD: 18" ABOVE FINISHED FLOOR F. DATA AND TV CABLE RECEPTACLES: 18" ABOVE FINISHED FLOOR G. RANGE RECEPTACLE: 6" ABOVE FINISHED FLOOR 3.COORDINATE ALL CORRIDOR POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET V S S P/CO S PS PS P / 1E414_R / 1E411_R refer to unit 210 sheet E408 refer to unit 211 sheet E408 refer to unit 212 sheet E408 refer to unit 213 sheet E408 refer to unit 212 sheet E408 refer to unit 213 sheet E408 refer to unit 212 sheet E408 refer to unit 213 sheet E408 EX2 HP-2 10 EX2 AWC AWC AWC AWC AWCAWC AWCAWC AWCAWCAWC AWC AWC_B CLC CLCCLC CLC UNIT A8 317 UNIT A6 316 UNIT A7 315 UNIT A6 314 UNIT A7 313 UNIT A6 312 UNIT A5 311 UNIT D4 310 1 11 1 11 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 3RD FL SOUTH ENLRGD PLAN -LTG & FA E413_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 THIRD FLOOR SOUTH ENLARGED PLAN -LIGHTING & FIRE ALARM KEYNOTE LEGEND Key ValueKeynote Text E413_R GENERAL NOTES 1. STAIR LIGHTING SHALL HAVE INTEGRATED OCCUPANCY SENSOR TO CONTROLINDIVIDUAL FIXTURE. FIXTURES SHALL DIM TO 25% LIGHT OUTPUT AFTER 5 MINUTES OF INACTIVITY. 2. OCCUPANCY SENSORS TO CONTROL ALL CORRIDOR LIGHTING. OCCUPANCY "ON-TIME" TO BE 5 MINUTES. UNOCCUPIED LIGHTING LEVELS SHALL BE 20% OF OCCUPIED LEVELS. 3. ALL EXIT SIGNAGE SHALL BE FED FROM CIRCUITS SUPPORTED BY GENERATOR. 4. FIXTURES DESIGNATED WITH "EM" WILL BE CIRCUITED SEPARATELY AND SUPPORTED BY GENERATOR, PROVIDING EMERGENCY EGRESS LIGHTING. 5. NOTIFICATION DEVICES IN APARTMENTS SHALL TIE INTO BUILDING FIRE ALARM SYSTEM TO ALERT RESIDENTS UPON INITIATION OF BUILDING FIRE ALARM. MULTISTATION SMOKE ALARMS IN APARTMENTS SHALL BE INDEPENDENT OF BUILDING FIRE ALARM SYSTEM AND ONLY SOUND UPON DETECTION OF SMOKE. 6. CORRIDOR LIGHTING TO BE HARDWIRED TO HIGH/LOW STANDALONE DIMMINGOCCUPANCY CONTROL WITH 0-10V AND/OR PHASE DIMMING CONTROL AS REQUIRED, TIMEOUT AND LOW END OUTPUT TO BE FIELD ADJUSTABLE. 7. COORDINATE ALL CORRIDOR POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET / 1E413 / 1E411 refer to unit 218 sheet E409 refer to unit 219 sheet E409 refer to unit 220 sheet E409 refer to unit 221 sheet E409 refer to unit 202 sheet E407refer to unit 203 sheet E407 refer to unit 202 sheet E407refer to unit 223 sheet E409 UNIT D5 318 UNIT A14 325 UNIT A13 324 UNIT A14 323 UNIT A13 322 UNIT D7 321 UNIT D6 320 UNIT B2 319 1 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 3RD FL WEST ENLRGD PLAN -PWR & DATA E414 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 THIRD FLOOR WEST ENLARGED PLAN -POWER & DATA E414 GENERAL NOTES 1. MECHANICAL CONTRACTOR TO FURNISH AC DISCONNECT FOR ALL HVAC EQUIPMENT. ELECTRICAL CONTRACTOR TO INSTALL AND COMPLETE ELECTRICAL CONNECTIONS TO DISCONNECTS AND EQUIPMENT, TYPICAL OF ALL. 2. MOUNTING HEIGHTS OF DEVICES SHALL BE AS FOLLOWS IN ALL APARTMENTS, UNLESS OTHERWISE NOTED. MEASUREMENTS ARE TO CENTERLINE OF DEVICES: A. CONVENIENCE RECEPTACLES: 18" ABOVE FINISHED FLOOR B. ABOVE COUNTER CONVENIENCE RECEPTACLES: MAXIMUM 46" ABOVE FINISHED FLOOR C. ABOVE DESK CONVENIENCE RECEPTACLES: MAXIMUM 44" ABOVE FINISHED FLOOR D. LIGHT SWITCHES: MAXIMUM 48" ABOVE FINISHED FLOOR E. DEDICATED EQUIPMENT RECEPTACLES: a. ABOVE COUNTER: 44" ABOVE FINISHED FLOOR b. STANDARD: 18" ABOVE FINISHED FLOOR F. DATA AND TV CABLE RECEPTACLES: 18" ABOVE FINISHED FLOOR G. RANGE RECEPTACLE: 6" ABOVE FINISHED FLOOR 3. COORDINATE ALL CORRIDOR POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 S PS P / 1E411_R / 1E413_R refer to unit 218 sheet E409 refer to unit 219 sheet E409 refer to unit 220 sheet E409 refer to unit 221 sheet E409 refer to unit 202 sheet E407refer to unit 203 sheet E407refer to unit 202 sheet E407refer to unit 223 sheet E409 AWC AWCAWC AWC AWCAWC AWCAWCAWC_B CLCCLC1 UNIT A14 325 UNIT A13 324 UNIT A14 323 UNIT A13 322 UNIT D7 321 UNIT D6 320 UNIT B2 319 UNIT D5 318 1 1 1 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 3RD FL WEST ENLRGD PLAN -LTG & FA E414_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 THIRD FLOOR WEST ENLARGED PLAN -LIGHTING & FIRE ALARM E414_R GENERAL NOTES 1. STAIR LIGHTING SHALL HAVE INTEGRATED OCCUPANCY SENSOR TO CONTROLINDIVIDUAL FIXTURE. FIXTURES SHALL DIM TO 25% LIGHT OUTPUT AFTER 5 MINUTES OF INACTIVITY. 2. OCCUPANCY SENSORS TO CONTROL ALL CORRIDOR LIGHTING. OCCUPANCY "ON-TIME" TO BE 5 MINUTES. UNOCCUPIED LIGHTING LEVELS SHALL BE 20% OF OCCUPIED LEVELS. 3. ALL EXIT SIGNAGE SHALL BE FED FROM CIRCUITS SUPPORTED BY GENERATOR. 4. FIXTURES DESIGNATED WITH "EM" WILL BE CIRCUITED SEPARATELY AND SUPPORTED BY GENERATOR, PROVIDING EMERGENCY EGRESS LIGHTING. 5. NOTIFICATION DEVICES IN APARTMENTS SHALL TIE INTO BUILDING FIRE ALARM SYSTEM TO ALERT RESIDENTS UPON INITIATION OF BUILDING FIRE ALARM. MULTISTATION SMOKE ALARMS IN APARTMENTS SHALL BE INDEPENDENT OF BUILDING FIRE ALARM SYSTEM AND ONLY SOUND UPON DETECTION OF SMOKE. 6. CORRIDOR LIGHTING TO BE HARDWIRED TO HIGH/LOW STANDALONE DIMMINGOCCUPANCY CONTROL WITH 0-10V AND/OR PHASE DIMMING CONTROL AS REQUIRED, TIMEOUT AND LOW END OUTPUT TO BE FIELD ADJUSTABLE. 7. COORDINATE ALL CORRIDOR POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET KEYNOTE LEGEND Key ValueKeynote Text 1ALL CORRIDOR AND OTHER EMERGENCY LIGHTING ON FLOORS 2-5 TO BE POWERED BY GENERATOR AS EMERGENCY EGRESS LIGHTING. REFER TO GENERATOR PANEL (P-GEN) SCHEDULE FOR CIRCUITING DETAILS. 1 / 1E411 1 refer to unit 226 sheet E410 refer to unit 227 sheet E410 refer to unit 228 sheet E410 refer to unit 229 sheet E410 refer to unit 230 sheet E410 HP-1 38 UNIT D9 328 UNIT D10 329 UNIT D11 330 UNIT D8 327 UNIT B3 326 MAINTENANCE CLOSET 338 NORTH STAIR 1 1 1 2 22 2 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 3RD FL NORTH ENLRGD PLAN -PWR & DATA E415 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 THIRD FLOOR NORTH ENLARGED PLAN -POWER & DATA KEYNOTE LEGEND Key ValueKeynote Text 1ALL RECEPTACLES WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TO PANEL SCHEDULES. 2REFER TO UNIT D14 ON DRAWING E425 FOR TYPICAL BALCONY POWER REQUIRMENTS. WIRE 120V, 20A, RECEPTACLE ON BALCONY TO LOCAL APARTMENT PANEL. E415 GENERAL NOTES 1. MECHANICAL CONTRACTOR TO FURNISH AC DISCONNECT FOR ALL HVAC EQUIPMENT. ELECTRICAL CONTRACTOR TO INSTALL AND COMPLETE ELECTRICAL CONNECTIONS TO DISCONNECTS AND EQUIPMENT, TYPICAL OF ALL. 2. MOUNTING HEIGHTS OF DEVICES SHALL BE AS FOLLOWS IN ALL APARTMENTS, UNLESS OTHERWISE NOTED. MEASUREMENTS ARE TO CENTERLINE OF DEVICES: A. CONVENIENCE RECEPTACLES: 18" ABOVE FINISHED FLOOR B. ABOVE COUNTER CONVENIENCE RECEPTACLES: MAXIMUM 46" ABOVE FINISHED FLOOR C. ABOVE DESK CONVENIENCE RECEPTACLES: MAXIMUM 44" ABOVE FINISHED FLOOR D. LIGHT SWITCHES: MAXIMUM 48" ABOVE FINISHED FLOOR E. DEDICATED EQUIPMENT RECEPTACLES: a. ABOVE COUNTER: 44" ABOVE FINISHED FLOOR b. STANDARD: 18" ABOVE FINISHED FLOOR F. DATA AND TV CABLE RECEPTACLES: 18" ABOVE FINISHED FLOOR G. RANGE RECEPTACLE: 6" ABOVE FINISHED FLOOR 3.COORDINATE ALL CORRIDOR POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 1 1 1 1 1 S P S P S P S P SP / 1E411_R 1 1 refer to unit 226 sheet E410 refer to unit 227 sheet E410 refer to unit 228 sheet E410 refer to unit 229 sheet E410 refer to unit 230 sheet E410 EX1 EX2 R R P-GEN 1 AWC AWC AWC AWC AWC AWC AWC_B CLC CLC CLC CLC AWC_B 2 UNIT D9 328 UNIT D10 329 UNIT D8 327 UNIT D11 330 UNIT B3 326 NORTH STAIR NORTH CORRIDOR 339 MAINTENANCE CLOSET 338 1 1 1 1 1 1 3 3 3 3 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 3RD FL NORTH ENLRGD PLAN -LTG & FA E415_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 THIRD FLOOR NORTH ENLARGED PLAN -LIGHTING & FIRE ALARM KEYNOTE LEGEND Key ValueKeynote Text 1ALL LIGHTING WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TO PANEL SCHEDULES. 2ALL CORRIDOR AND OTHER EMERGENCY LIGHTING ON FLOORS 2-5 TO BE POWERED BY GENERATOR AS EMERGENCY EGRESS LIGHTING. REFER TO GENERATOR PANEL (P-GEN) SCHEDULE FOR CIRCUITING DETAILS. 3REFER TO UNIT D14 ON DRAWING E425_R FOR TYPICAL BALCONY LIGHTING REQUIRMENTS. WIRE BALCONY LIGHT AND RECEEPTACLE TO LINE SIDE OF LIVING ROOM LIGHT CIRCUIT. E415_R GENERAL NOTES 1. STAIR LIGHTING SHALL HAVE INTEGRATED OCCUPANCY SENSOR TO CONTROLINDIVIDUAL FIXTURE. FIXTURES SHALL DIM TO 25% LIGHT OUTPUT AFTER 5 MINUTES OF INACTIVITY. 2. OCCUPANCY SENSORS TO CONTROL ALL CORRIDOR LIGHTING. OCCUPANCY "ON-TIME" TO BE 5 MINUTES. UNOCCUPIED LIGHTING LEVELS SHALL BE 20% OF OCCUPIED LEVELS. 3. ALL EXIT SIGNAGE SHALL BE FED FROM CIRCUITS SUPPORTED BY GENERATOR. 4. FIXTURES DESIGNATED WITH "EM" WILL BE CIRCUITED SEPARATELY AND SUPPORTED BY GENERATOR, PROVIDING EMERGENCY EGRESS LIGHTING. 5. NOTIFICATION DEVICES IN APARTMENTS SHALL TIE INTO BUILDING FIRE ALARM SYSTEM TO ALERT RESIDENTS UPON INITIATION OF BUILDING FIRE ALARM. MULTISTATION SMOKE ALARMS IN APARTMENTS SHALL BE INDEPENDENT OF BUILDING FIRE ALARM SYSTEM AND ONLY SOUND UPON DETECTION OF SMOKE. 6. CORRIDOR LIGHTING TO BE HARDWIRED TO HIGH/LOW STANDALONE DIMMINGOCCUPANCY CONTROL WITH 0-10V AND/OR PHASE DIMMING CONTROL AS REQUIRED, TIMEOUT AND LOW END OUTPUT TO BE FIELD ADJUSTABLE. 7. COORDINATE ALL CORRIDOR POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 1 1 1 1 1 / 1E417 / 1E419 / 1E418 / 1E420 1 1 800TBM5M5M5M5M5 M4 M3 HP-4 refer to unit 231 sheet E406 refer to unit 232 sheet E406 refer to unit 233 sheet E406 refer to unit 234 sheet E406 refer to unit 201 sheet E406 refer to unit 226 sheet E410 HP-1 38 HP-1 36 2 UNIT B3 426 NORTH STAIR NORTH CORRIDOR 439 UNIT D12 431 UNIT A11 432 UNIT A12 433 UNIT C2 434 ELEC/DATA 437 TRASH ROOM 435 ELEV 2 ELEV 1 ELEVATOR LOBBY 438 CENTRAL STAIR UNIT C1 401 1 1 1 1 1 EC 1 3 HP-4 2 HP-4 15 4 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 4TH FL CORE ENLRGD PLAN -PWR & DATA E416 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 FOURTH FLOOR CORE ENLARGED PLAN -POWER & DATA KEYNOTE LEGEND Key ValueKeynote Text 1ALL RECEPTACLES WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TO PANEL SCHEDULES. 2PROVIDE EMERGENCY COMMUNICATIONS SYSTEM TO ALLOW COMMUNICATION BETWEEN EMERGENCY COMMUNICATIONS PANEL (ECP) LOCATED ADJACENT TO FIRE ALARM PANEL IN LOBBY, AND EMERGENCY CALL STATIONS AND SIGNS (EC) LOCATED ADJACENT TO ELEVATOR CALL BUTTONS ON ALL FLOORS. SYSTEM SHALL BE AS MANUFACTURED BY RATH COMMUNICATIONS AREA OF REFUGE SYSTEMS. SYSTEM SHALL CONSIST OF MAIN PANEL #2500-205FM (PAINTED BLACK), CALL BOX #2100-958NSR, POWER SUPPLY #2500-PWR24, SIGN#7078, AND ALL MISCELLANEOUS HARDWARE AND WIRING TO MAKE A COMPLETE SYSTEM. 3REFER TO UNIT D14 ON DRAWING E425 FOR TYPICAL BALCONY POWER REQUIRMENTS. WIRE 120V, 20A, RECEPTACLE ON BALCONY TO LOCAL APARTMENT PANEL. 4PROVIDE FIBEROPTIC BACKBONE FOR 10GB ETHERNET SWITCH. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 E416 GENERAL NOTES 1. MECHANICAL CONTRACTOR TO FURNISH AC DISCONNECT FOR ALL HVAC EQUIPMENT. ELECTRICAL CONTRACTOR TO INSTALL AND COMPLETE ELECTRICAL CONNECTIONS TO DISCONNECTS AND EQUIPMENT, TYPICAL OF ALL. 2. MOUNTING HEIGHTS OF DEVICES SHALL BE AS FOLLOWS IN ALL APARTMENTS, UNLESS OTHERWISE NOTED. MEASUREMENTS ARE TO CENTERLINE OF DEVICES: A. CONVENIENCE RECEPTACLES: 18" ABOVE FINISHED FLOOR B. ABOVE COUNTER CONVENIENCE RECEPTACLES: MAXIMUM 46" ABOVE FINISHED FLOOR C. ABOVE DESK CONVENIENCE RECEPTACLES: MAXIMUM 44" ABOVE FINISHED FLOOR D. LIGHT SWITCHES: MAXIMUM 48" ABOVE FINISHED FLOOR E. DEDICATED EQUIPMENT RECEPTACLES: a. ABOVE COUNTER: 44" ABOVE FINISHED FLOOR b. STANDARD: 18" ABOVE FINISHED FLOOR F. DATA AND TV CABLE RECEPTACLES: 18" ABOVE FINISHED FLOOR G. RANGE RECEPTACLE: 6" ABOVE FINISHED FLOOR 3.COORDINATE ALL CORRIDOR POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS 1 1 S P S P V S O S S P S P S P S P S P/CO SP S P S P SP / 1E420_R / 1E420_R / 1E419_R / 1E417_R 1 1 1 1 refer to unit 201 sheet E406 refer to unit 226 sheet E410 refer to unit 231 sheet E406 refer to unit 232 sheet E406 refer to unit 233 sheet E406 refer to unit 234 sheet E406 EX2 EX1 EX2 EX1 R R R R TS FS 2 P-GEN 1 P-GEN 3 HP-4 S2 S2 EM S2 3 HP-4 5 HP-4 5 EX2 AWC AWC AWC AWC AWC AWC AWC AWCAWC AWC_B AWC_B CLC CLC CLC CLC CLC CLC CLC CLC CLC ACLC CLCCLC AWC_B 4 UNIT B3 426 NORTH CORRIDOR 439 UNIT D12 431 UNIT A11 432 UNIT A12 433 UNIT C2 434 ELEC/DATA 437 TRASH ROOM 435 ELEV 2 ELEV 1 ELEVATOR LOBBY 438 CENTRAL STAIR UNIT C1 401 4 NORTH STAIR P-GEN 13 4 1 1 1 1 1 1 1 11 1 1 1 1 1 5 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 4TH FL CORE ENLRGD PLAN -LTG & FA E416_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 FOURTH FLOOR CORE ENLARGED PLAN -LIGHTING & FIRE ALARM KEYNOTE LEGEND Key ValueKeynote Text 1ALL LIGHTING WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TO PANEL SCHEDULES. 2PROVIDE FIRE ALARM CONNECTION TO SPRINKLER SYSTEM TAMPER AND FLOW SWITCHES. COORDINATE WITH SPRINKLER CONTRACTOR. 3SMOKE DETECTOR LOCATED OUTSIDE TRASH CHUTES SHALL TIE INTO SOLENOID CONTROLLING DISCHARGE DOOR, CAUSING THE DOOR TO LOCK UPON ACTIVATION OF FIRE ALARM. 4ALL CORRIDOR AND OTHER EMERGENCY LIGHTING ON FLOORS 2-5 TO BE POWERED BY GENERATOR AS EMERGENCY EGRESS LIGHTING. REFER TO GENERATOR PANEL (P-GEN) SCHEDULE FOR CIRCUITING DETAILS. 5REFER TO UNIT D14 ON DRAWING E425_R FOR TYPICAL BALCONY LIGHTING REQUIRMENTS. WIRE BALCONY LIGHT AND RECEEPTACLE TO LINE SIDE OF LIVING ROOM LIGHT CIRCUIT. E416_R GENERAL NOTES 1. STAIR LIGHTING SHALL HAVE INTEGRATED OCCUPANCY SENSOR TO CONTROLINDIVIDUAL FIXTURE. FIXTURES SHALL DIM TO 25% LIGHT OUTPUT AFTER 5 MINUTES OF INACTIVITY. 2. OCCUPANCY SENSORS TO CONTROL ALL CORRIDOR LIGHTING. OCCUPANCY "ON-TIME" TO BE 5 MINUTES. UNOCCUPIED LIGHTING LEVELS SHALL BE 20% OF OCCUPIED LEVELS. 3. ALL EXIT SIGNAGE SHALL BE FED FROM CIRCUITS SUPPORTED BY GENERATOR. 4. FIXTURES DESIGNATED WITH "EM" WILL BE CIRCUITED SEPARATELY AND SUPPORTED BY GENERATOR, PROVIDING EMERGENCY EGRESS LIGHTING. 5. NOTIFICATION DEVICES IN APARTMENTS SHALL TIE INTO BUILDING FIRE ALARM SYSTEM TO ALERT RESIDENTS UPON INITIATION OF BUILDING FIRE ALARM. MULTISTATION SMOKE ALARMS IN APARTMENTS SHALL BE INDEPENDENT OF BUILDING FIRE ALARM SYSTEM AND ONLY SOUND UPON DETECTION OF SMOKE. 6. CORRIDOR LIGHTING TO BE HARDWIRED TO HIGH/LOW STANDALONE DIMMINGOCCUPANCY CONTROL WITH 0-10V AND/OR PHASE DIMMING CONTROL AS REQUIRED, TIMEOUT AND LOW END OUTPUT TO BE FIELD ADJUSTABLE. 7. COORDINATE ALL CORRIDOR POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 1 1 AA / 1E418 / 1E416 1 refer to unit 202 sheet E407 refer to unit 203 sheet E407refer to unit 212 sheet E408 refer to unit 205 sheet E407 refer to unit 206 sheet E407 refer to unit 207 sheet E407 refer to unit 208 sheet E407 refer to unit 209 sheet E407 HP-1 37 HP-4 3 2 UNIT A1 402 UNIT A2 403 UNIT A3 404 UNIT A4 405 UNIT B1 409 UNIT D1 406 EAST STAIR UNIT D2 407 UNIT D3 408 SOUTH CORRIDOR 440 TELECOM 436 1 1 1 1 1 1 1 1 33 33 HP-4 14 4 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 4TH FL EAST ENLRGD PLAN -PWR & DATA E417 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 FOURTH FLOOR EAST ENLARGED PLAN -POWER & DATA KEYNOTE LEGEND Key ValueKeynote Text 1ALL RECEPTACLES WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TO PANEL SCHEDULES. 2PROVIDE 3/4" PAINTED PLYWOOD BACK BOARD FOR TELECOM DISTRIBUTION EQUIPMENT AT EACH FLOOR. MOUNT RECEPTACLES ABOVE PLYWOOD. COORDINATE POWER REQUIREMENTS WITH SERVICE PROVIDER. 3REFER TO UNIT D14 ON DRAWING E425 FOR TYPICAL BALCONY POWER REQUIRMENTS. WIRE 120V, 20A, RECEPTACLE ON BALCONY TO LOCAL APARTMENT PANEL. 4PROVIDE FIBEROPTIC BACKBONE FOR 10GB ETHERNET SWITCH. E417 GENERAL NOTES 1. MECHANICAL CONTRACTOR TO FURNISH AC DISCONNECT FOR ALL HVAC EQUIPMENT. ELECTRICAL CONTRACTOR TO INSTALL AND COMPLETE ELECTRICAL CONNECTIONS TO DISCONNECTS AND EQUIPMENT, TYPICAL OF ALL. 2. MOUNTING HEIGHTS OF DEVICES SHALL BE AS FOLLOWS IN ALL APARTMENTS, UNLESS OTHERWISE NOTED. MEASUREMENTS ARE TO CENTERLINE OF DEVICES: A. CONVENIENCE RECEPTACLES: 18" ABOVE FINISHED FLOOR B. ABOVE COUNTER CONVENIENCE RECEPTACLES: MAXIMUM 46" ABOVE FINISHED FLOOR C. ABOVE DESK CONVENIENCE RECEPTACLES: MAXIMUM 44" ABOVE FINISHED FLOOR D. LIGHT SWITCHES: MAXIMUM 48" ABOVE FINISHED FLOOR E. DEDICATED EQUIPMENT RECEPTACLES: a. ABOVE COUNTER: 44" ABOVE FINISHED FLOOR b. STANDARD: 18" ABOVE FINISHED FLOOR F. DATA AND TV CABLE RECEPTACLES: 18" ABOVE FINISHED FLOOR G. RANGE RECEPTACLE: 6" ABOVE FINISHED FLOOR 3.COORDINATE ALL CORRIDOR POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 11 11 1 S P V S S P S P S P S P S P S P / 1E418_R / 1E416_R 1 1 refer to unit 202 sheet E407refer to unit 203 sheet E407refer to unit 212 sheet E408 refer to unit 205 sheet E407 refer to unit 206 sheet E407refer to unit 207 sheet E407 refer to unit 208 sheet E407 refer to unit 209 sheet E407 EX1 EX1 EX2 R R P-GEN 2 HP-4 5 AWC AWC AWC AWC AWC AWCAWC AWCAWC AWC AWC AWC AWC_B CLC CLC CLC 2 UNIT A1 402 UNIT A2 403 UNIT A3 404 TELECOM 436 UNIT A4 405 UNIT D1 406 UNIT D2 407 UNIT D3 408 UNIT B1 409 CLC 1 1 1 111 3 3 33 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 4TH FL EAST ENLRGD PLAN -LTG & FA E417_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 FOURTH FLOOR EAST ENLARGED PLAN -LIGHTING & FIRE ALARM KEYNOTE LEGEND Key ValueKeynote Text 1ALL LIGHTING WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TO PANEL SCHEDULES. 2ALL CORRIDOR AND OTHER EMERGENCY LIGHTING ON FLOORS 2-5 TO BE POWERED BY GENERATOR AS EMERGENCY EGRESS LIGHTING. REFER TO GENERATOR PANEL (P-GEN) SCHEDULE FOR CIRCUITING DETAILS. 3REFER TO UNIT D14 ON DRAWING E425_R FOR TYPICAL BALCONY LIGHTING REQUIRMENTS. WIRE BALCONY LIGHT AND RECEEPTACLE TO LINE SIDE OF LIVING ROOM LIGHT CIRCUIT. E417_R GENERAL NOTES 1. STAIR LIGHTING SHALL HAVE INTEGRATED OCCUPANCY SENSOR TO CONTROLINDIVIDUAL FIXTURE. FIXTURES SHALL DIM TO 25% LIGHT OUTPUT AFTER 5 MINUTES OF INACTIVITY. 2. OCCUPANCY SENSORS TO CONTROL ALL CORRIDOR LIGHTING. OCCUPANCY "ON-TIME" TO BE 5 MINUTES. UNOCCUPIED LIGHTING LEVELS SHALL BE 20% OF OCCUPIED LEVELS. 3. ALL EXIT SIGNAGE SHALL BE FED FROM CIRCUITS SUPPORTED BY GENERATOR. 4. FIXTURES DESIGNATED WITH "EM" WILL BE CIRCUITED SEPARATELY AND SUPPORTED BY GENERATOR, PROVIDING EMERGENCY EGRESS LIGHTING. 5. NOTIFICATION DEVICES IN APARTMENTS SHALL TIE INTO BUILDING FIRE ALARM SYSTEM TO ALERT RESIDENTS UPON INITIATION OF BUILDING FIRE ALARM. MULTISTATION SMOKE ALARMS IN APARTMENTS SHALL BE INDEPENDENT OF BUILDING FIRE ALARM SYSTEM AND ONLY SOUND UPON DETECTION OF SMOKE. 6. CORRIDOR LIGHTING TO BE HARDWIRED TO HIGH/LOW STANDALONE DIMMINGOCCUPANCY CONTROL WITH 0-10V AND/OR PHASE DIMMING CONTROL AS REQUIRED, TIMEOUT AND LOW END OUTPUT TO BE FIELD ADJUSTABLE. 7. COORDINATE ALL CORRIDOR POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 1 / 1E419 / 1E416/ 1E417 refer to unit 210 sheet E408 refer to unit 211 sheet E408 refer to unit 212 sheet E408 refer to unit 213 sheet E408 refer to unit 212 sheet E408 refer to unit 213 sheet E408 refer to unit 212 sheet E408 refer to unit 213 sheet E408 SOUTH CORRIDOR 440 UNIT D4 410 UNIT A5 411 UNIT A6 412 UNIT A7 413 UNIT A6 414 UNIT A7 415 UNIT A6 416 UNIT A8 417 1 1 1 1 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 4TH FL SOUTH ENLRGD PLAN -PWR & DATA E418 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 FOURTH FLOOR SOUTH ENLARGED PLAN -POWER & DATA E418 GENERAL NOTES 1. MECHANICAL CONTRACTOR TO FURNISH AC DISCONNECT FOR ALL HVAC EQUIPMENT. ELECTRICAL CONTRACTOR TO INSTALL AND COMPLETE ELECTRICAL CONNECTIONS TO DISCONNECTS AND EQUIPMENT, TYPICAL OF ALL. 2. MOUNTING HEIGHTS OF DEVICES SHALL BE AS FOLLOWS IN ALL APARTMENTS, UNLESS OTHERWISE NOTED. MEASUREMENTS ARE TO CENTERLINE OF DEVICES: A. CONVENIENCE RECEPTACLES: 18" ABOVE FINISHED FLOOR B. ABOVE COUNTER CONVENIENCE RECEPTACLES: MAXIMUM 46" ABOVE FINISHED FLOOR C. ABOVE DESK CONVENIENCE RECEPTACLES: MAXIMUM 44" ABOVE FINISHED FLOOR D. LIGHT SWITCHES: MAXIMUM 48" ABOVE FINISHED FLOOR E. DEDICATED EQUIPMENT RECEPTACLES: a. ABOVE COUNTER: 44" ABOVE FINISHED FLOOR b. STANDARD: 18" ABOVE FINISHED FLOOR F. DATA AND TV CABLE RECEPTACLES: 18" ABOVE FINISHED FLOOR G. RANGE RECEPTACLE: 6" ABOVE FINISHED FLOOR 3.COORDINATE ALL CORRIDOR POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 S P/CO S PS PS P / 1E420_R / 1E419_R / 1E417_R refer to unit 210 sheet E408 refer to unit 211 sheet E408 refer to unit 212 sheet E408 refer to unit 213 sheet E408 refer to unit 212 sheet E408 refer to unit 213 sheet E408 refer to unit 212 sheet E408 refer to unit 213 sheet E408 EX2 RFS EX2 AWC AWC AWC AWC AWCAWC AWCAWC AWCAWCAWC AWC AWC_B CLC CLCCLC CLC UNIT D4 410 UNIT A5 411 UNIT A6 412 UNIT A7 413 UNIT A6 414 UNIT A7 415 UNIT A6 416 UNIT A8 417 1 1 1 11 1 111 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 4TH FL SOUTH ENLRGD PLAN -LTG & FA E418_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 FOURTH FLOOR SOUTH ENLARGED PLAN -LIGHTING & FIRE ALARM KEYNOTE LEGEND Key ValueKeynote Text 1ALL CORRIDOR AND OTHER EMERGENCY LIGHTING ON FLOORS 2-5 TO BE POWERED BY GENERATOR AS EMERGENCY EGRESS LIGHTING. REFER TO GENERATOR PANEL (P-GEN) SCHEDULE FOR CIRCUITING DETAILS. E418_R GENERAL NOTES 1. STAIR LIGHTING SHALL HAVE INTEGRATED OCCUPANCY SENSOR TO CONTROLINDIVIDUAL FIXTURE. FIXTURES SHALL DIM TO 25% LIGHT OUTPUT AFTER 5 MINUTES OF INACTIVITY. 2. OCCUPANCY SENSORS TO CONTROL ALL CORRIDOR LIGHTING. OCCUPANCY "ON-TIME" TO BE 5 MINUTES. UNOCCUPIED LIGHTING LEVELS SHALL BE 20% OF OCCUPIED LEVELS. 3. ALL EXIT SIGNAGE SHALL BE FED FROM CIRCUITS SUPPORTED BY GENERATOR. 4. FIXTURES DESIGNATED WITH "EM" WILL BE CIRCUITED SEPARATELY AND SUPPORTED BY GENERATOR, PROVIDING EMERGENCY EGRESS LIGHTING. 5. NOTIFICATION DEVICES IN APARTMENTS SHALL TIE INTO BUILDING FIRE ALARM SYSTEM TO ALERT RESIDENTS UPON INITIATION OF BUILDING FIRE ALARM. MULTISTATION SMOKE ALARMS IN APARTMENTS SHALL BE INDEPENDENT OF BUILDING FIRE ALARM SYSTEM AND ONLY SOUND UPON DETECTION OF SMOKE. 6. CORRIDOR LIGHTING TO BE HARDWIRED TO HIGH/LOW STANDALONE DIMMINGOCCUPANCY CONTROL WITH 0-10V AND/OR PHASE DIMMING CONTROL AS REQUIRED, TIMEOUT AND LOW END OUTPUT TO BE FIELD ADJUSTABLE. 7. COORDINATE ALL CORRIDOR POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 G A G A A G A G G G G A G A G A G A G AG A G A G A G G G W G W 1 1 1 1 1 A A G W 1 1 FC-2 1 1 / 1E418 / 1E416 FC-3 2 2 P422 P420 refer to unit 218 sheet E409 refer to unit 202 sheet E407refer to unit 203 sheet E407refer to unit 202 sheet E407 3 3 10" AFF FC-1 P420 2 10" AFF P420 13 P420 14 P420 9 P420 5 P420 4 P420 7 P420 6,8 P420 3 P420 10,12 P420 11 P420 15 FC-1 FC-3 P420 16 P420 17,19 P420 17,19 P420 17,19 10" AFF 10" AFF 10" AFF10" AFF 10" AFF 10" AFF P422 7 P422 9 P422 6,8 P422 3 P422 2 P422 10,12 P422 11 P422 1 P422 5 P422 13 P422 14,16 P422 15 10" AFF UNIT D5 418 UNIT D13 420 UNIT B4 422 UNIT A15 423 UNIT A13 424 UNIT A14 425 10" AFF CIRCUIT TO 20A BREAKER IN PANEL P418 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 4TH FL WEST ENLRGD PLAN -PWR & DATA E419 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 FOURTH FLOOR WEST ENLARGED PLAN -POWER & DATA KEYNOTE LEGEND Key ValueKeynote Text 1CONTRACTOR SHALL FURNISH AND INSTALL UNDER-SINK RECEPTACLE FOR CORD CONNECTED GARBAGE DISPOSAL/DISHWASHER. SWITCH LOCATED ABOVE COUNTER SHALL CONTROL LOWER PORTION OF RECEPTACLE. 2PROVIDE STRONG SM-RBX-EXT-14-WH IN-WALL VERSABOX IN EACH APARTMENT. ROUTE COAX CABLE FROM ELECTRICAL CLOSET ON EACH FLOOR TO EACH VERSABOX. PROVIDE CAT5 CABLE FROM VERSABOX TO EACH DATA LOCATION IN EACH APARTMENT. PROVIDE 15A POWER RECEPTACLE IN EACH BOX. 3RECEPTACLE FOR MICROWAVE/VENT HOOD TO MOUNTED AT 66" AFF, TYP OF ALL. COORDINATE MOUNTING OF RECEPTACLE WITH UPPER CABINETRY INSTALLATION. E419 GENERAL NOTES 1. MECHANICAL CONTRACTOR TO FURNISH AC DISCONNECT FOR ALL HVAC EQUIPMENT. ELECTRICAL CONTRACTOR TO INSTALL AND COMPLETE ELECTRICAL CONNECTIONS TO DISCONNECTS AND EQUIPMENT, TYPICAL OF ALL. 2. MOUNTING HEIGHTS OF DEVICES SHALL BE AS FOLLOWS IN ALL APARTMENTS, UNLESS OTHERWISE NOTED. MEASUREMENTS ARE TO CENTERLINE OF DEVICES: A. CONVENIENCE RECEPTACLES: 18" ABOVE FINISHED FLOOR B. ABOVE COUNTER CONVENIENCE RECEPTACLES: MAXIMUM 46" ABOVE FINISHED FLOOR C. ABOVE DESK CONVENIENCE RECEPTACLES: MAXIMUM 44" ABOVE FINISHED FLOOR D. LIGHT SWITCHES: MAXIMUM 48" ABOVE FINISHED FLOOR E. DEDICATED EQUIPMENT RECEPTACLES: a. ABOVE COUNTER: 44" ABOVE FINISHED FLOOR b. STANDARD: 18" ABOVE FINISHED FLOOR F. DATA AND TV CABLE RECEPTACLES: 18" ABOVE FINISHED FLOOR G. RANGE RECEPTACLE: 6" ABOVE FINISHED FLOOR 3.COORDINATE ALL CORRIDOR POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 1 1 S P 3 3 D D 3 3 S P S P S P S P S P S P S P J J J S P / 1E416_R UK UK UH UH UH UB UB UC UE US US UE UE UH UH UB UB UB UB UV UV UH UH UP UP UP UP UK UK UK UC US UV refer to unit 218 sheet E409 refer to unit 202 sheet E407refer to unit 203 sheet E407refer to unit 202 sheet E407 AWC AWC P420 P420 18 P422 P422 17 E2 E2 P422 17 AWCAWC AWC AWCAWC_B CLC CLC 1 UNIT D5 418 UNIT D13 420 UNIT B4 422 UNIT A15 423 UNIT A13 424 UNIT A14 425 SOUTH CORRIDOR 440 2 2 2 1 1 1 E2 TO LINE SIDE OF LIVING SPACE LIGHTING CIRCUIT 3 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 4TH FL WEST ENLRGD PLAN -LTG & FA E419_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 FOURTH FLOOR WEST ENLARGED PLAN -LIGHTING & FIRE ALARM E419_R GENERAL NOTES 1. STAIR LIGHTING SHALL HAVE INTEGRATED OCCUPANCY SENSOR TO CONTROLINDIVIDUAL FIXTURE. FIXTURES SHALL DIM TO 25% LIGHT OUTPUT AFTER 5 MINUTES OF INACTIVITY. 2. OCCUPANCY SENSORS TO CONTROL ALL CORRIDOR LIGHTING. OCCUPANCY "ON-TIME" TO BE 5 MINUTES. UNOCCUPIED LIGHTING LEVELS SHALL BE 20% OF OCCUPIED LEVELS. 3. ALL EXIT SIGNAGE SHALL BE FED FROM CIRCUITS SUPPORTED BY GENERATOR. 4. FIXTURES DESIGNATED WITH "EM" WILL BE CIRCUITED SEPARATELY AND SUPPORTED BY GENERATOR, PROVIDING EMERGENCY EGRESS LIGHTING. 5. NOTIFICATION DEVICES IN APARTMENTS SHALL TIE INTO BUILDING FIRE ALARM SYSTEM TO ALERT RESIDENTS UPON INITIATION OF BUILDING FIRE ALARM. MULTISTATION SMOKE ALARMS IN APARTMENTS SHALL BE INDEPENDENT OF BUILDING FIRE ALARM SYSTEM AND ONLY SOUND UPON DETECTION OF SMOKE. 6. CORRIDOR LIGHTING TO BE HARDWIRED TO HIGH/LOW STANDALONE DIMMINGOCCUPANCY CONTROL WITH 0-10V AND/OR PHASE DIMMING CONTROL AS REQUIRED, TIMEOUT AND LOW END OUTPUT TO BE FIELD ADJUSTABLE. 7. COORDINATE ALL CORRIDOR POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET KEYNOTE LEGEND Key ValueKeynote Text 1ALL CORRIDOR AND OTHER EMERGENCY LIGHTING ON FLOORS 2-5 TO BE POWERED BY GENERATOR AS EMERGENCY EGRESS LIGHTING. REFER TO GENERATOR PANEL (P-GEN) SCHEDULE FOR CIRCUITING DETAILS. 2PROVIDE WIRING AND BLANK COVER PLATE TO J-BOX LOCATIONS IN ALL BEDROOMS FOR FUTURE INSTALLATION OF BUILDING FIRE ALARM NOTIFICATION DEVICES. TYPICAL FOR ALL UNITS. 3EXTERIOR FIXTURE ONLY OCCURS IN UNIT 418. 1 1 1 / 1E416 1 refer to unit 226 sheet E410 refer to unit 227 sheet E410 refer to unit 228 sheet E410 refer to unit 229 sheet E410 refer to unit 230 sheet E410 HP-1 38 UNIT D9 428 UNIT D10 429 UNIT D11 430 UNIT D8 427 MAINTENANCE CLOSET 438 UNIT B3 426 NORTH STAIR 1 2 2 2 2 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 4TH FL NORTH ENLRGD PLAN -PWR & DATA E420 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 FOURTH FLOOR NORTH ENLARGED PLAN -POWER & DATA KEYNOTE LEGEND Key ValueKeynote Text 1ALL RECEPTACLES WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TO PANEL SCHEDULES. 2REFER TO UNIT D14 ON DRAWING E425 FOR TYPICAL BALCONY POWER REQUIRMENTS. WIRE 120V, 20A, RECEPTACLE ON BALCONY TO LOCAL APARTMENT PANEL. E420 GENERAL NOTES 1. MECHANICAL CONTRACTOR TO FURNISH AC DISCONNECT FOR ALL HVAC EQUIPMENT. ELECTRICAL CONTRACTOR TO INSTALL AND COMPLETE ELECTRICAL CONNECTIONS TO DISCONNECTS AND EQUIPMENT, TYPICAL OF ALL. 2. MOUNTING HEIGHTS OF DEVICES SHALL BE AS FOLLOWS IN ALL APARTMENTS, UNLESS OTHERWISE NOTED. MEASUREMENTS ARE TO CENTERLINE OF DEVICES: A. CONVENIENCE RECEPTACLES: 18" ABOVE FINISHED FLOOR B. ABOVE COUNTER CONVENIENCE RECEPTACLES: MAXIMUM 46" ABOVE FINISHED FLOOR C. ABOVE DESK CONVENIENCE RECEPTACLES: MAXIMUM 44" ABOVE FINISHED FLOOR D. LIGHT SWITCHES: MAXIMUM 48" ABOVE FINISHED FLOOR E. DEDICATED EQUIPMENT RECEPTACLES: a. ABOVE COUNTER: 44" ABOVE FINISHED FLOOR b. STANDARD: 18" ABOVE FINISHED FLOOR F. DATA AND TV CABLE RECEPTACLES: 18" ABOVE FINISHED FLOOR G. RANGE RECEPTACLE: 6" ABOVE FINISHED FLOOR 3.COORDINATE ALL CORRIDOR POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 1 1 1 1 1 S P S P SP S P S P / 1E416_R 1 1 refer to unit 226 sheet E410 refer to unit 227 sheet E410 refer to unit 228 sheet E410 refer to unit 229 sheet E410 refer to unit 230 sheet E410 EX2 EX1 R R P-GEN 1 AWC AWC AWC AWC AWC AWC_B CLC CLC CLC CLC AWC_B 2 UNIT D9 428 UNIT D10 429 UNIT D8 427 UNIT D11 430 MAINTENANCE CLOSET 438 UNIT B3 426 NORTH STAIR 1 1 1 1 1 1 3 3 3 3 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 4TH FL NORTH ENLRGD PLAN -LTG & FA E420_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 FOURTH FLOOR NORTH ENLARGED PLAN -LIGHTING & FIRE ALARM KEYNOTE LEGEND Key ValueKeynote Text 1ALL LIGHTING WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TO PANEL SCHEDULES. 2ALL CORRIDOR AND OTHER EMERGENCY LIGHTING ON FLOORS 2-5 TO BE POWERED BY GENERATOR AS EMERGENCY EGRESS LIGHTING. REFER TO GENERATOR PANEL (P-GEN) SCHEDULE FOR CIRCUITING DETAILS. 3REFER TO UNIT D14 ON DRAWING E425_R FOR TYPICAL BALCONY LIGHTING REQUIRMENTS. WIRE BALCONY LIGHT AND RECEEPTACLE TO LINE SIDE OF LIVING ROOM LIGHT CIRCUIT. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 1 1 1 E420_R GENERAL NOTES 1. STAIR LIGHTING SHALL HAVE INTEGRATED OCCUPANCY SENSOR TO CONTROLINDIVIDUAL FIXTURE. FIXTURES SHALL DIM TO 25% LIGHT OUTPUT AFTER 5 MINUTES OF INACTIVITY. 2. OCCUPANCY SENSORS TO CONTROL ALL CORRIDOR LIGHTING. OCCUPANCY "ON-TIME" TO BE 5 MINUTES. UNOCCUPIED LIGHTING LEVELS SHALL BE 20% OF OCCUPIED LEVELS. 3. ALL EXIT SIGNAGE SHALL BE FED FROM CIRCUITS SUPPORTED BY GENERATOR. 4. FIXTURES DESIGNATED WITH "EM" WILL BE CIRCUITED SEPARATELY AND SUPPORTED BY GENERATOR, PROVIDING EMERGENCY EGRESS LIGHTING. 5. NOTIFICATION DEVICES IN APARTMENTS SHALL TIE INTO BUILDING FIRE ALARM SYSTEM TO ALERT RESIDENTS UPON INITIATION OF BUILDING FIRE ALARM. MULTISTATION SMOKE ALARMS IN APARTMENTS SHALL BE INDEPENDENT OF BUILDING FIRE ALARM SYSTEM AND ONLY SOUND UPON DETECTION OF SMOKE. 6. CORRIDOR LIGHTING TO BE HARDWIRED TO HIGH/LOW STANDALONE DIMMINGOCCUPANCY CONTROL WITH 0-10V AND/OR PHASE DIMMING CONTROL AS REQUIRED, TIMEOUT AND LOW END OUTPUT TO BE FIELD ADJUSTABLE. 7. COORDINATE ALL CORRIDOR POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS 1 1 / 1E424 / 1E423 / 1E422 / 1E425 1 1 EC 800TBM5M5M5M5M5 M5 M4 refer to unit 201 sheet E406 refer to unit 231 sheet E406 refer to unit 232 sheet E406 refer to unit 233 sheet E406 refer to unit 234 sheet E406 HP-1 38 HP-1 36 2 UNIT D14 527 NORTH STAIR UNIT D12 531 NORTH CORRIDOR 539 UNIT A11 532 UNIT A12 533 UNIT C2 534 ELEC/DATA 537 TRASH ROOM 535 UNIT C1 501 ELEV 2 ELEV 1 CENTRAL STAIR ELEVATOR LOBBY 538 1 1 1 1 EC 1 1 3 HP-4 8 HP-4 13 4 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 5TH FL CORE ENLRGD PLAN -PWR & DATA E421 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 FIFTH FLOOR CORE ENLARGED PLAN -POWER & DATA KEYNOTE LEGEND Key ValueKeynote Text 1ALL RECEPTACLES WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TO PANEL SCHEDULES. 2PROVIDE EMERGENCY COMMUNICATIONS SYSTEM TO ALLOW COMMUNICATION BETWEEN EMERGENCY COMMUNICATIONS PANEL (ECP) LOCATED ADJACENT TO FIRE ALARM PANEL IN LOBBY, AND EMERGENCY CALL STATIONS AND SIGNS (EC) LOCATED ADJACENT TO ELEVATOR CALL BUTTONS ON ALL FLOORS. SYSTEM SHALL BE AS MANUFACTURED BY RATH COMMUNICATIONS AREA OF REFUGE SYSTEMS. SYSTEM SHALL CONSIST OF MAIN PANEL #2500-205FM (PAINTED BLACK), CALL BOX #2100-958NSR, POWER SUPPLY #2500-PWR24, SIGN#7078, AND ALL MISCELLANEOUS HARDWARE AND WIRING TO MAKE A COMPLETE SYSTEM. 3REFER TO UNIT D14 ON DRAWING E425 FOR TYPICAL BALCONY POWER REQUIRMENTS. WIRE 120V, 20A, RECEPTACLE ON BALCONY TO LOCAL APARTMENT PANEL. 4PROVIDE FIBEROPTIC BACKBONE FOR 10GB ETHERNET SWITCH. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 E421 GENERAL NOTES 1. MECHANICAL CONTRACTOR TO FURNISH AC DISCONNECT FOR ALL HVAC EQUIPMENT. ELECTRICAL CONTRACTOR TO INSTALL AND COMPLETE ELECTRICAL CONNECTIONS TO DISCONNECTS AND EQUIPMENT, TYPICAL OF ALL. 2. MOUNTING HEIGHTS OF DEVICES SHALL BE AS FOLLOWS IN ALL APARTMENTS, UNLESS OTHERWISE NOTED. MEASUREMENTS ARE TO CENTERLINE OF DEVICES: A. CONVENIENCE RECEPTACLES: 18" ABOVE FINISHED FLOOR B. ABOVE COUNTER CONVENIENCE RECEPTACLES: MAXIMUM 46" ABOVE FINISHED FLOOR C. ABOVE DESK CONVENIENCE RECEPTACLES: MAXIMUM 44" ABOVE FINISHED FLOOR D. LIGHT SWITCHES: MAXIMUM 48" ABOVE FINISHED FLOOR E. DEDICATED EQUIPMENT RECEPTACLES: a. ABOVE COUNTER: 44" ABOVE FINISHED FLOOR b. STANDARD: 18" ABOVE FINISHED FLOOR F. DATA AND TV CABLE RECEPTACLES: 18" ABOVE FINISHED FLOOR G. RANGE RECEPTACLE: 6" ABOVE FINISHED FLOOR 3.COORDINATE ALL CORRIDOR POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS 1 1 SP V S O S SP SP HF S P S P S P/CO SP S P S P SP / 1E425_R / 1E424_R / 1E422_R / 1E423_R 1 1 1 1 refer to unit 201 sheet E406 refer to unit 231 sheet E406 refer to unit 232 sheet E406 refer to unit 233 sheet E406 refer to unit 234 sheet E406 R R EX1 EX2 R R AWC EX2 EX1 EX1 TS FS 2 P-GEN 3 P-GEN 1 3 S2 S2 S2 4 HP-4 11 HP-4 11 EX2 AWC AWC AWC AWC AWC AWC AWC AWCAWC AWC_B CLC ACLC CLC CLC CLC CLC AWC_B CLC CLC CLC CLC CLC AWC_B 5 NORTH STAIR UNIT D14 527 UNIT D12 531 NORTH CORRIDOR 539 UNIT A11 532 UNIT A12 533 ELEC/DATA 537 UNIT C2 534 TRASH ROOM 535 UNIT C1 501 CENTRAL STAIR ELEV 2 ELEV 1 ELEVATOR LOBBY 538 5 1 1 1 1 11 11 1 1 6 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 5TH FL CORE ENLRGD PLAN -LTG & FA E421_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 FIFTH FLOOR CORE ENLARGED PLAN -LIGHTING & FIRE ALARM KEYNOTE LEGEND Key ValueKeynote Text 1ALL LIGHTING WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TO PANEL SCHEDULES. 2PROVIDE FIRE ALARM CONNECTION TO SPRINKLER SYSTEM TAMPER AND FLOW SWITCHES. COORDINATE WITH SPRINKLER CONTRACTOR. 3SMOKE DETECTOR LOCATED OUTSIDE TRASH CHUTES SHALL TIE INTO SOLENOID CONTROLLING DISCHARGE DOOR, CAUSING THE DOOR TO LOCK UPON ACTIVATION OF FIRE ALARM. 4PROVIDE HEAT DETECTOR (FIXED TEMPERATURE) WITHIN 2'-0" of SPRINKLER HEADS IN TRASH CHUTE, WHERE THEY OCCUR. INSTALLATION SHALL BE IN ACCORDANCE WITH NFPA 72. 5ALL CORRIDOR AND OTHER EMERGENCY LIGHTING ON FLOORS 2-5 TO BE POWERED BY GENERATOR AS EMERGENCY EGRESS LIGHTING. REFER TO GENERATOR PANEL (P-GEN) SCHEDULE FOR CIRCUITING DETAILS. 6REFER TO UNIT D14 ON DRAWING E425_R FOR TYPICAL BALCONY LIGHTING REQUIRMENTS. WIRE BALCONY LIGHT AND RECEEPTACLE TO LINE SIDE OF LIVING ROOM LIGHT CIRCUIT. E421_R GENERAL NOTES 1. STAIR LIGHTING SHALL HAVE INTEGRATED OCCUPANCY SENSOR TO CONTROLINDIVIDUAL FIXTURE. FIXTURES SHALL DIM TO 25% LIGHT OUTPUT AFTER 5 MINUTES OF INACTIVITY. 2. OCCUPANCY SENSORS TO CONTROL ALL CORRIDOR LIGHTING. OCCUPANCY "ON-TIME" TO BE 5 MINUTES. UNOCCUPIED LIGHTING LEVELS SHALL BE 20% OF OCCUPIED LEVELS. 3. ALL EXIT SIGNAGE SHALL BE FED FROM CIRCUITS SUPPORTED BY GENERATOR. 4. FIXTURES DESIGNATED WITH "EM" WILL BE CIRCUITED SEPARATELY AND SUPPORTED BY GENERATOR, PROVIDING EMERGENCY EGRESS LIGHTING. 5. NOTIFICATION DEVICES IN APARTMENTS SHALL TIE INTO BUILDING FIRE ALARM SYSTEM TO ALERT RESIDENTS UPON INITIATION OF BUILDING FIRE ALARM. MULTISTATION SMOKE ALARMS IN APARTMENTS SHALL BE INDEPENDENT OF BUILDING FIRE ALARM SYSTEM AND ONLY SOUND UPON DETECTION OF SMOKE. 6. CORRIDOR LIGHTING TO BE HARDWIRED TO HIGH/LOW STANDALONE DIMMINGOCCUPANCY CONTROL WITH 0-10V AND/OR PHASE DIMMING CONTROL AS REQUIRED, TIMEOUT AND LOW END OUTPUT TO BE FIELD ADJUSTABLE. 7. COORDINATE ALL CORRIDOR POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 1 AA / 1E423 / 1E421 1 refer to unit 202 sheet E407refer to unit 203 sheet E407refer to unit 212 sheet E408 refer to unit 205 sheet E407 refer to unit 206 sheet E407 refer to unit 207 sheet E407 refer to unit 208 sheet E407 refer to unit 209 sheet E407 HP-1 37 HP-4 102 TELECOM 536 UNIT A1 502 UNIT A2 503 UNIT A3 504 UNIT D3 508 UNIT B1 509 UNIT A4 505 UNIT D1 506 EAST STAIR UNIT D2 507 1 1 1 1 33 33 HP-4 7 4 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 5TH FL EAST ENLRGD PLAN -PWR & DATA E422 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 FIFTH FLOOR EAST ENLARGED PLAN -POWER & DATA KEYNOTE LEGEND Key ValueKeynote Text 1ALL RECEPTACLES WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TO PANEL SCHEDULES. 2PROVIDE 3/4" PAINTED PLYWOOD BACK BOARD FOR TELECOM DISTRIBUTION EQUIPMENT AT EACH FLOOR. MOUNT RECEPTACLES ABOVE PLYWOOD. COORDINATE POWER REQUIREMENTS WITH SERVICE PROVIDER. 3REFER TO UNIT D14 ON DRAWING E425 FOR TYPICAL BALCONY POWER REQUIRMENTS. WIRE 120V, 20A, RECEPTACLE ON BALCONY TO LOCAL APARTMENT PANEL. 4PROVIDE FIBEROPTIC BACKBONE FOR 10GB ETHERNET SWITCH. E422 GENERAL NOTES 1. MECHANICAL CONTRACTOR TO FURNISH AC DISCONNECT FOR ALL HVAC EQUIPMENT. ELECTRICAL CONTRACTOR TO INSTALL AND COMPLETE ELECTRICAL CONNECTIONS TO DISCONNECTS AND EQUIPMENT, TYPICAL OF ALL. 2. MOUNTING HEIGHTS OF DEVICES SHALL BE AS FOLLOWS IN ALL APARTMENTS, UNLESS OTHERWISE NOTED. MEASUREMENTS ARE TO CENTERLINE OF DEVICES: A. CONVENIENCE RECEPTACLES: 18" ABOVE FINISHED FLOOR B. ABOVE COUNTER CONVENIENCE RECEPTACLES: MAXIMUM 46" ABOVE FINISHED FLOOR C. ABOVE DESK CONVENIENCE RECEPTACLES: MAXIMUM 44" ABOVE FINISHED FLOOR D. LIGHT SWITCHES: MAXIMUM 48" ABOVE FINISHED FLOOR E. DEDICATED EQUIPMENT RECEPTACLES: a. ABOVE COUNTER: 44" ABOVE FINISHED FLOOR b. STANDARD: 18" ABOVE FINISHED FLOOR F. DATA AND TV CABLE RECEPTACLES: 18" ABOVE FINISHED FLOOR G. RANGE RECEPTACLE: 6" ABOVE FINISHED FLOOR 3.COORDINATE ALL CORRIDOR POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 1 1 11 1 SP S P V S S P S P S P S P S P / 1E423_R / 1E424_R 1 1 refer to unit 202 sheet E407refer to unit 203 sheet E407refer to unit 212 sheet E408 refer to unit 205 sheet E407 refer to unit 206 sheet E407refer to unit 207 sheet E407 refer to unit 208 sheet E407 refer to unit 209 sheet E407 R R EX1 EX1 EX2 P-GEN 2 S1 HP-4 11 AWC AWC AWC AWC AWC AWCAWC AWCAWC AWC AWC AWC AWC_B CLC CLC CLC CLC 2 TELECOM 536 UNIT A4 505 UNIT A3 504 UNIT A2 503 UNIT A1 502 UNIT D1 506 EAST STAIR UNIT D2 507 UNIT B1 509 UNIT D3 508 SOUTH CORRIDOR 540 1 1 1 111 33 33 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 5TH FL EAST ENLRGD PLAN -LTG & FA E422_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 FIFTH FLOOR EAST ENLARGED PLAN -LIGHTING & FIRE ALARM KEYNOTE LEGEND Key ValueKeynote Text 1ALL LIGHTING WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TO PANEL SCHEDULES. 2ALL CORRIDOR AND OTHER EMERGENCY LIGHTING ON FLOORS 2-5 TO BE POWERED BY GENERATOR AS EMERGENCY EGRESS LIGHTING. REFER TO GENERATOR PANEL (P-GEN) SCHEDULE FOR CIRCUITING DETAILS. 3REFER TO UNIT D14 ON DRAWING E425_R FOR TYPICAL BALCONY LIGHTING REQUIRMENTS. WIRE BALCONY LIGHT AND RECEEPTACLE TO LINE SIDE OF LIVING ROOM LIGHT CIRCUIT. E422_R GENERAL NOTES 1. STAIR LIGHTING SHALL HAVE INTEGRATED OCCUPANCY SENSOR TO CONTROLINDIVIDUAL FIXTURE. FIXTURES SHALL DIM TO 25% LIGHT OUTPUT AFTER 5 MINUTES OF INACTIVITY. 2. OCCUPANCY SENSORS TO CONTROL ALL CORRIDOR LIGHTING. OCCUPANCY "ON-TIME" TO BE 5 MINUTES. UNOCCUPIED LIGHTING LEVELS SHALL BE 20% OF OCCUPIED LEVELS. 3. ALL EXIT SIGNAGE SHALL BE FED FROM CIRCUITS SUPPORTED BY GENERATOR. 4. FIXTURES DESIGNATED WITH "EM" WILL BE CIRCUITED SEPARATELY AND SUPPORTED BY GENERATOR, PROVIDING EMERGENCY EGRESS LIGHTING. 5. NOTIFICATION DEVICES IN APARTMENTS SHALL TIE INTO BUILDING FIRE ALARM SYSTEM TO ALERT RESIDENTS UPON INITIATION OF BUILDING FIRE ALARM. MULTISTATION SMOKE ALARMS IN APARTMENTS SHALL BE INDEPENDENT OF BUILDING FIRE ALARM SYSTEM AND ONLY SOUND UPON DETECTION OF SMOKE. 6. CORRIDOR LIGHTING TO BE HARDWIRED TO HIGH/LOW STANDALONE DIMMINGOCCUPANCY CONTROL WITH 0-10V AND/OR PHASE DIMMING CONTROL AS REQUIRED, TIMEOUT AND LOW END OUTPUT TO BE FIELD ADJUSTABLE. 7. COORDINATE ALL CORRIDOR POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 11 1 1 1 / 1E424 / 1E422 / 1 E421 refer to unit 210 sheet E408 refer to unit 211 sheet E408 refer to unit 212 sheet E408 refer to unit 213 sheet E408 refer to unit 212 sheet E408 refer to unit 213 sheet E408 refer to unit 212 sheet E408 refer to unit 213 sheet E408 UNIT A8 517 UNIT A6 516UNIT A7 515 UNIT A6 514 UNIT A7 513 UNIT A6 512 UNIT A5 511 UNIT D4 510 1 1 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 5TH FL SOUTH ENLRGD PLAN -PWR & DATA E423 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 FIFTH FLOOR SOUTH ENLARGED PLAN -POWER & DATA E423 GENERAL NOTES 1. MECHANICAL CONTRACTOR TO FURNISH AC DISCONNECT FOR ALL HVAC EQUIPMENT. ELECTRICAL CONTRACTOR TO INSTALL AND COMPLETE ELECTRICAL CONNECTIONS TO DISCONNECTS AND EQUIPMENT, TYPICAL OF ALL. 2. MOUNTING HEIGHTS OF DEVICES SHALL BE AS FOLLOWS IN ALL APARTMENTS, UNLESS OTHERWISE NOTED. MEASUREMENTS ARE TO CENTERLINE OF DEVICES: A. CONVENIENCE RECEPTACLES: 18" ABOVE FINISHED FLOOR B. ABOVE COUNTER CONVENIENCE RECEPTACLES: MAXIMUM 46" ABOVE FINISHED FLOOR C. ABOVE DESK CONVENIENCE RECEPTACLES: MAXIMUM 44" ABOVE FINISHED FLOOR D. LIGHT SWITCHES: MAXIMUM 48" ABOVE FINISHED FLOOR E. DEDICATED EQUIPMENT RECEPTACLES: a. ABOVE COUNTER: 44" ABOVE FINISHED FLOOR b. STANDARD: 18" ABOVE FINISHED FLOOR F. DATA AND TV CABLE RECEPTACLES: 18" ABOVE FINISHED FLOOR G. RANGE RECEPTACLE: 6" ABOVE FINISHED FLOOR 3.COORDINATE ALL CORRIDOR POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 V S S P/CO S PS PS P / 1E424_R / 1E421_R refer to unit 210 sheet E408 refer to unit 211 sheet E408 refer to unit 212 sheet E408 refer to unit 213 sheet E408 refer to unit 212 sheet E408 refer to unit 213 sheet E408 refer to unit 212 sheet E408 refer to unit 213 sheet E408 R EX1 EX2 FS HP-4 11 EX2 AWC AWC AWC AWC AWCAWC AWCAWC AWCAWCAWC AWC AWC_B CLC CLC CLC CLC 1 UNIT A8 517 UNIT A6 516 UNIT A7 515 UNIT A6 514 UNIT A7 513 UNIT A6 512 UNIT A5 511 UNIT D4 510 SOUTH CORRIDOR 540 1 1 11 1 111 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 5TH FL SOUTH ENLRGD PLAN -LTG & FA E423_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 FIFTH FLOOR SOUTH ENLARGED PLAN -LIGHTING & FIRE ALARM KEYNOTE LEGEND Key ValueKeynote Text 1ALL CORRIDOR AND OTHER EMERGENCY LIGHTING ON FLOORS 2-5 TO BE POWERED BY GENERATOR AS EMERGENCY EGRESS LIGHTING. REFER TO GENERATOR PANEL (P-GEN) SCHEDULE FOR CIRCUITING DETAILS. E423_R GENERAL NOTES 1. STAIR LIGHTING SHALL HAVE INTEGRATED OCCUPANCY SENSOR TO CONTROLINDIVIDUAL FIXTURE. FIXTURES SHALL DIM TO 25% LIGHT OUTPUT AFTER 5 MINUTES OF INACTIVITY. 2. OCCUPANCY SENSORS TO CONTROL ALL CORRIDOR LIGHTING. OCCUPANCY "ON-TIME" TO BE 5 MINUTES. UNOCCUPIED LIGHTING LEVELS SHALL BE 20% OF OCCUPIED LEVELS. 3. ALL EXIT SIGNAGE SHALL BE FED FROM CIRCUITS SUPPORTED BY GENERATOR. 4. FIXTURES DESIGNATED WITH "EM" WILL BE CIRCUITED SEPARATELY AND SUPPORTED BY GENERATOR, PROVIDING EMERGENCY EGRESS LIGHTING. 5. NOTIFICATION DEVICES IN APARTMENTS SHALL TIE INTO BUILDING FIRE ALARM SYSTEM TO ALERT RESIDENTS UPON INITIATION OF BUILDING FIRE ALARM. MULTISTATION SMOKE ALARMS IN APARTMENTS SHALL BE INDEPENDENT OF BUILDING FIRE ALARM SYSTEM AND ONLY SOUND UPON DETECTION OF SMOKE. 6. CORRIDOR LIGHTING TO BE HARDWIRED TO HIGH/LOW STANDALONE DIMMINGOCCUPANCY CONTROL WITH 0-10V AND/OR PHASE DIMMING CONTROL AS REQUIRED, TIMEOUT AND LOW END OUTPUT TO BE FIELD ADJUSTABLE. 7. COORDINATE ALL CORRIDOR POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 / 1E423 / 1E421 refer to unit 218 sheet E409 refer to unit 420 sheet E419 refer to unit 422 sheet E419 refer to unit 202 sheet E407 refer to unit 203 sheet E407refer to unit 202 sheet E407 UNIT A14 525 UNIT A13 524 UNIT A15 523 UNIT B4 522 UNIT D13 520 SOUTH CORRIDOR 540 UNIT D5 518 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 5TH FL WEST ENLRGD PLAN -PWR & DATA E424 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 FIFTH FLOOR WEST ENLARGED PLAN -POWER & DATA E424 GENERAL NOTES 1. MECHANICAL CONTRACTOR TO FURNISH AC DISCONNECT FOR ALL HVAC EQUIPMENT. ELECTRICAL CONTRACTOR TO INSTALL AND COMPLETE ELECTRICAL CONNECTIONS TO DISCONNECTS AND EQUIPMENT, TYPICAL OF ALL. 2. MOUNTING HEIGHTS OF DEVICES SHALL BE AS FOLLOWS IN ALL APARTMENTS, UNLESS OTHERWISE NOTED. MEASUREMENTS ARE TO CENTERLINE OF DEVICES: A. CONVENIENCE RECEPTACLES: 18" ABOVE FINISHED FLOOR B. ABOVE COUNTER CONVENIENCE RECEPTACLES: MAXIMUM 46" ABOVE FINISHED FLOOR C. ABOVE DESK CONVENIENCE RECEPTACLES: MAXIMUM 44" ABOVE FINISHED FLOOR D. LIGHT SWITCHES: MAXIMUM 48" ABOVE FINISHED FLOOR E. DEDICATED EQUIPMENT RECEPTACLES: a. ABOVE COUNTER: 44" ABOVE FINISHED FLOOR b. STANDARD: 18" ABOVE FINISHED FLOOR F. DATA AND TV CABLE RECEPTACLES: 18" ABOVE FINISHED FLOOR G. RANGE RECEPTACLE: 6" ABOVE FINISHED FLOOR 3.COORDINATE ALL CORRIDOR POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 1 KEYNOTE LEGEND Key ValueKeynote Text 1REFER TO UNIT D14 ON DRAWING E425 FOR TYPICAL BALCONY POWER REQUIRMENTS. WIRE 120V, 20A, RECEPTACLE ON BALCONY TO LOCAL APARTMENT PANEL. 1 S P / 1E423_R / 1E421_R refer to unit 218 sheet E409 refer to unit 420 sheet E419 refer to unit 422 sheet E419 refer to unit 202 sheet E407refer to unit 203 sheet E407refer to unit 202 sheet E407 AWC AWC AWC AWC AWCAWC AWC_B CLCCLC1 UNIT A14 525 UNIT A13 524 UNIT A15 523 UNIT B4 522 UNIT D13 520 UNIT D5 518 2ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 5TH FL WEST ENLRGD PLAN -LTG & FA E424_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 FIFTH FLOOR WEST ENLARGED PLAN -LIGHTING & FIRE ALARM E424_R GENERAL NOTES 1. STAIR LIGHTING SHALL HAVE INTEGRATED OCCUPANCY SENSOR TO CONTROLINDIVIDUAL FIXTURE. FIXTURES SHALL DIM TO 25% LIGHT OUTPUT AFTER 5 MINUTES OF INACTIVITY. 2. OCCUPANCY SENSORS TO CONTROL ALL CORRIDOR LIGHTING. OCCUPANCY "ON-TIME" TO BE 5 MINUTES. UNOCCUPIED LIGHTING LEVELS SHALL BE 20% OF OCCUPIED LEVELS. 3. ALL EXIT SIGNAGE SHALL BE FED FROM CIRCUITS SUPPORTED BY GENERATOR. 4. FIXTURES DESIGNATED WITH "EM" WILL BE CIRCUITED SEPARATELY AND SUPPORTED BY GENERATOR, PROVIDING EMERGENCY EGRESS LIGHTING. 5. NOTIFICATION DEVICES IN APARTMENTS SHALL TIE INTO BUILDING FIRE ALARM SYSTEM TO ALERT RESIDENTS UPON INITIATION OF BUILDING FIRE ALARM. MULTISTATION SMOKE ALARMS IN APARTMENTS SHALL BE INDEPENDENT OF BUILDING FIRE ALARM SYSTEM AND ONLY SOUND UPON DETECTION OF SMOKE. 6. CORRIDOR LIGHTING TO BE HARDWIRED TO HIGH/LOW STANDALONE DIMMINGOCCUPANCY CONTROL WITH 0-10V AND/OR PHASE DIMMING CONTROL AS REQUIRED, TIMEOUT AND LOW END OUTPUT TO BE FIELD ADJUSTABLE. 7. COORDINATE ALL CORRIDOR POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET KEYNOTE LEGEND Key ValueKeynote Text 1ALL CORRIDOR AND OTHER EMERGENCY LIGHTING ON FLOORS 2-5 TO BE POWERED BY GENERATOR AS EMERGENCY EGRESS LIGHTING. REFER TO GENERATOR PANEL (P-GEN) SCHEDULE FOR CIRCUITING DETAILS. 2REFER TO UNIT D14 ON DRAWING E425_R FOR TYPICAL BALCONY LIGHTING REQUIRMENTS. WIRE BALCONY LIGHT AND RECEEPTACLE TO LINE SIDE OF LIVING ROOM LIGHT CIRCUIT. 1 1 G W G W G W G G G A G A G A G A G A G A G A G G G A G A A A 1 1 1 1 1 A A G W AC FC-3 FC-1 FC-1 / 1E421 1 2 2 10" AFF 10" AFF 10" AFF 10" AFF 10" AFF 3 3 3 3 P530 P527 HP-1 38 4 4 P527 4P527 3,5 P527 8 P527 10 P527 10 P527 11P527 14,16 P527 13 P527 1 P527 2 P527 12 P527 9 P527 6 P527 7 P527 15,17 P527 15,17 P530 1 P530 2 P530 5,7 P530 4 P530 3 P530 6 P530 9,11 P530 8 P530 10 P530 12 P530 13,15 P530 13,15 HP-4 9 FC-1 FC-3 UNIT B5 530 UNIT D14 527 NORTH STAIR 1 P530 17 HP-4 16 5 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 5TH FL NORTH ENLRGD PLAN -PWR & DATA E425 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 FIFTH FLOOR NORTH ENLARGED PLAN -POWER & DATA KEYNOTE LEGEND Key ValueKeynote Text 1ALL RECEPTACLES WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TO PANEL SCHEDULES. 2PROVIDE STRONG SM-RBX-EXT-14-WH IN-WALL VERSABOX IN EACH APARTMENT. ROUTE COAX CABLE FROM ELECTRICAL CLOSET ON EACH FLOOR TO EACH VERSABOX. PROVIDE CAT5 CABLE FROM VERSABOX TO EACH DATA LOCATION IN EACH APARTMENT. PROVIDE 15A POWER RECEPTACLE IN EACH BOX. 3CONTRACTOR SHALL FURNISH AND INSTALL UNDER-SINK RECEPTACLE FOR CORD CONNECTED GARBAGE DISPOSAL/DISHWASHER. SWITCH LOCATED ABOVE COUNTER SHALL CONTROL LOWER PORTION OF RECEPTACLE. 4RECEPTACLE FOR MICROWAVE/VENT HOOD TO MOUNTED AT 66" AFF, TYP OF ALL. COORDINATE MOUNTING OF RECEPTACLE WITH UPPER CABINETRY INSTALLATION. 5PROVIDE DATA CABLING FOR CONNECTION TO WIFI ABOVE CEILING. PROVIDE EXTRA 15' CABLE COILED UP ABOVE CEILING, PROVIDE DUPLEX RECEPTACLE MOUNTED TO STRUCTURE ABOVE CEILING AND CIRCUITING AS SHOWN. E425 GENERAL NOTES 1. MECHANICAL CONTRACTOR TO FURNISH AC DISCONNECT FOR ALL HVAC EQUIPMENT. ELECTRICAL CONTRACTOR TO INSTALL AND COMPLETE ELECTRICAL CONNECTIONS TO DISCONNECTS AND EQUIPMENT, TYPICAL OF ALL. 2. MOUNTING HEIGHTS OF DEVICES SHALL BE AS FOLLOWS IN ALL APARTMENTS, UNLESS OTHERWISE NOTED. MEASUREMENTS ARE TO CENTERLINE OF DEVICES: A. CONVENIENCE RECEPTACLES: 18" ABOVE FINISHED FLOOR B. ABOVE COUNTER CONVENIENCE RECEPTACLES: MAXIMUM 46" ABOVE FINISHED FLOOR C. ABOVE DESK CONVENIENCE RECEPTACLES: MAXIMUM 44" ABOVE FINISHED FLOOR D. LIGHT SWITCHES: MAXIMUM 48" ABOVE FINISHED FLOOR E. DEDICATED EQUIPMENT RECEPTACLES: a. ABOVE COUNTER: 44" ABOVE FINISHED FLOOR b. STANDARD: 18" ABOVE FINISHED FLOOR F. DATA AND TV CABLE RECEPTACLES: 18" ABOVE FINISHED FLOOR G. RANGE RECEPTACLE: 6" ABOVE FINISHED FLOOR 3.COORDINATE ALL CORRIDOR POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 1 1 1 1 S P S P S P S P S P S P S P 3 D 3 3 D 3 J J J SP S P / 1E421_R 1 1 UBUB US UC UK UK UPUP UH UH UB UB US UH UH US UH UH UH UP UP UK UE UV UV R R AWC AWC EX2 EX1 UC UK UV UV P527 18 P527 P530 P530 14 P-GEN 1 UB UB E1 AWC E2 E2 P527 18 CLC CLC CLC CLC AWC_B P-GEN 14 2 UNIT B5 530 NORTH STAIR UNIT D14 527 3 3 3 1 1 1 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 5TH FL NORTH ENLRGD PLAN -LTG & FA E425_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 FIFTH FLOOR NORTH ENLARGED PLAN -LIGHTING & FIRE ALARM E425_R GENERAL NOTES KEYNOTE LEGEND Key ValueKeynote Text 1ALL LIGHTING WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TO PANEL SCHEDULES. 2ALL CORRIDOR AND OTHER EMERGENCY LIGHTING ON FLOORS 2-5 TO BE POWERED BY GENERATOR AS EMERGENCY EGRESS LIGHTING. REFER TO GENERATOR PANEL (P-GEN) SCHEDULE FOR CIRCUITING DETAILS. 3PROVIDE WIRING AND BLANK COVER PLATE TO J-BOX LOCATIONS IN ALL BEDROOMS FOR FUTURE INSTALLATION OF BUILDING FIRE ALARM NOTIFICATION DEVICES. TYPICAL FOR ALL UNITS. 1. STAIR LIGHTING SHALL HAVE INTEGRATED OCCUPANCY SENSOR TO CONTROLINDIVIDUAL FIXTURE. FIXTURES SHALL DIM TO 25% LIGHT OUTPUT AFTER 5 MINUTES OF INACTIVITY. 2. OCCUPANCY SENSORS TO CONTROL ALL CORRIDOR LIGHTING. OCCUPANCY "ON-TIME" TO BE 5 MINUTES. UNOCCUPIED LIGHTING LEVELS SHALL BE 20% OF OCCUPIED LEVELS. 3. ALL EXIT SIGNAGE SHALL BE FED FROM CIRCUITS SUPPORTED BY GENERATOR. 4. FIXTURES DESIGNATED WITH "EM" WILL BE CIRCUITED SEPARATELY AND SUPPORTED BY GENERATOR, PROVIDING EMERGENCY EGRESS LIGHTING. 5. NOTIFICATION DEVICES IN APARTMENTS SHALL TIE INTO BUILDING FIRE ALARM SYSTEM TO ALERT RESIDENTS UPON INITIATION OF BUILDING FIRE ALARM. MULTISTATION SMOKE ALARMS IN APARTMENTS SHALL BE INDEPENDENT OF BUILDING FIRE ALARM SYSTEM AND ONLY SOUND UPON DETECTION OF SMOKE. 6. CORRIDOR LIGHTING TO BE HARDWIRED TO HIGH/LOW STANDALONE DIMMINGOCCUPANCY CONTROL WITH 0-10V AND/OR PHASE DIMMING CONTROL AS REQUIRED, TIMEOUT AND LOW END OUTPUT TO BE FIELD ADJUSTABLE. 7. COORDINATE ALL CORRIDOR POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION PANEL SCHEDULES E501 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT Notes: Receptacle720 VA100.00%720 VATotal Est. Demand Current:151 A Electric Heat1000 VA65.00%650 VATotal Conn. Current:182 A Dwelling Unit - Lighting98 VA100.00%98 VATotal Est. Demand:54392 VA Power32009 VA86.25%27607 VATotal Conn. Load:65473 VA Other31646 VA80.00%25317 VA Load ClassificationConnected LoadDemand FactorEstimated DemandPanel Totals Total Amps:238 A179 A139 A Total Load:27892 VA20855 VA16727 VA 6566 6364 6162 5960 5758 55------0 VA56 53SPARE (FUTURE EV CHARGING STATION)40 A20 VA0 VA------54 51------5404...0 VA240 ASPARE (FUTRE EV CHARGING STATION)52 49------5404...360 VA120 ARECEPTACLES - TELECOM50 47ELEVATOR 245 A35404...1600...120 AELEV 2 CAR LIGHTING48 45------0 VA1176...120 AGATE OPERATOR46 43EDH-4 (FC-5)30 A24300...98 VA120 ALIGHTING - STORAGE44 41------0 VA0 VA------42 39EDH-4 (FC-7)30 A24300...3000...220 AEDH-2 (ERV-8)40 37------0 VA0 VA------38 35EDH-2 (ERV-6)20 A23000...2460...220 AEDH-3 (FC-6)36 33------0 VA0 VA------34 31EDH-1 (ERV-5)25 A24000...3000...220 AEDH-2 (ERV-7)32 29EWH-1 (EAST STAIR)20 A10 VA0 VA120 AEWH-1 (NORTH STAIR)30 27GATE OPERATOR20 A11176...0 VA120 AEWH-1 (ELEC RM 122)28 25BRASCH CONTROLLER15 A1125 VA2102...------26 23------0 VA2102...------24 21ERV-815 A21019...2102...335 ATRASH COMPACTOR22 19------291 VA500 VA------20 17FAN COILS15 A2411 VA500 VA215 AEBH-1 (LOBBY)18 15------0 VA0 VA------16 13ERV-615 A22246...2246...215 AERV-714 110 VA------12 9QUAD RECEPTACLE ETHERNET SWITCH20 A1180 VA1248...215 AERV-510 7------0 VA1250...120 ASTORM/DHW HEAT TRACE8 5------0 VA1250...120 ASTORM/DHW HEAT TRACE6 3G-ATS150 A30 VA1250...120 ASTORM/DHW HEAT TRACE4 1RECEPTACLES - BENCHES400 A1720 VA1250...120 ASTORM/DHW HEAT TRACE2 CKTCircuit DescriptionTripPolesABCPolesTripCircuit DescriptionCKT Notes: Enclosure:1MCB Rating:1200 A Mounting:SurfaceWires:4Mains Rating:1200 A Supply From:Phases:3Mains Type:MLO Location:Volts:120/208 WyeA.I.C. Rating:10kA Branch Panel:MHP Notes: Total Est. Demand Current:78 A Total Conn. Current:107 A Total Est. Demand:16160 VA Total Conn. Load:22320 VA Receptacle22320 VA72.40%16160 VA Load ClassificationConnected LoadDemand FactorEstimated DemandPanel Totals Total Amps:110 A104 A0 A Total Load:11520 VA10800 VA0 VA 4142 3940 3738 3536 3334 3132 2930 2728 2526 2324 2122 1920 1718 1516 13RECEPTACLES - YOGA20 A1360 VA360 VA120 ARECEPTACLES - GYM14 11EQUIPMENT20 A10 VA0 VA120 AEQUIPMENT12 9EQUIPMENT20 A10 VA0 VA120 AEQUIPMENT10 7EQUIPMENT20 A10 VA0 VA120 AEQUIPMENT8 5EQUIPMENT20 A10 VA0 VA120 AEQUIPMENT6 3EQUIPMENT20 A11800...1800...12 0 AEQUIPMENT4 1EQUIPMENT20 A11800...1800...120 AEQUIPMENT2 CKTCircuit DescriptionTripPolesABCPolesTripCircuit DescriptionCKT Notes: Enclosure:1MCB Rating:225 A Mounting:SurfaceWires:3Mains Rating:225 A Supply From:Phases:1Mains Type:MLO Location:Volts:120/208 SingleA.I.C. Rating:10kA Branch Panel:P-GYM Notes: Receptacle16380 VA80.53%13190 VA Electric Heat3500 VA65.00%2275 VATotal Est. Demand Current:107 A Dwelling Unit - Lighting512 VA100.00%512 VATotal Conn. Current:126 A Power20137 VA89.93%18110 VATotal Est. Demand:38551 VA Other1507 VA80.00%1206 VATotal Conn. Load:45295 VA Lighting3259 VA100.00%3259 VA Load ClassificationConnected LoadDemand FactorEstimated DemandPanel Totals Total Amps:82 A141 A171 A Total Load:9817 VA15938 VA19541 VA 7172 6970 6768 6566 6364 61RECEPTACLE LIGHTING CONTROL DEVICE20 A1180 VA62 59LIGHTING CONTROLLER20 A1236 VA319 VA120 ALIGHTING CONTROLLER60 57LIGHTING CONTROLLER20 A1335 VA185 VA120 ALIGHTING CONTROLLER58 55LIGHTING CONTROLLER20 A192 VA93 VA120 ALIGHTING CONTROLLER56 53LIGHTING CONTROLLER20 A1312 VA596 VA120 ALIGHTING CONTROLLER54 51LIGHTING CONTROLLER20 A1846 VA260 VA120 ALIGHTING CONTROLLER52 49LIGHTING - BUILDING SIGNAGE20 A11000...300 VA120 APOWER - DOOR OPERATOR50 47LIGHTING - ELEV 1 PIT20 A115 VA256 VA120 ALIGHTING - WATER SERV RM, PET RELIEF48 45LIGHTING - RESTROOM 112/11320 A164 VA15 VA120 ALIGHTING - ELEV 2 PIT46 43LIGHTING - PARKING (NON-EMERG)20 A1841 VA512 VA120 ALIGHTING - UT CORR, TELECOM44 41------1750...1334...120 ASPRINKLER COMPRESSOR42 39ELECTRIC HEAT - UT CORR, TELECOM20 A21750...720 VA120 ARECEPTACLES - UT CORR, TELECOM40 37RECEPTACLES - EAST STAIR20 A1900 VA900 VA120 ARECEPTACLES - NORTH STAIR38 35RECEPTACLE - ELEV 2 PIT20 A1180 VA900 VA120 ARECEPTACLES - CENTRAL STAIR36 33ELEV 1 SUMP PUMP20 A1180 VA180 VA120 ARECEPTACLE - ELEV 1 PIT34 31RECEPTACLES - EXTERIOR20 A1360 VA180 VA120 AELEV 2 SUMP PUMP32 29FIREPLACE (GFI)20 A11800...1080...120 ARECEPTACLE - WIFI RESIDENT LOUNGE30 27POWER - BOTTLE FILLER20 A11000...360 VA120 ARECEPTACLES - WATER SVC, TRASH28 25RECEPTACLES - RESTRM 112/11320 A1360 VA720 VA120 ARECEPTACLES - PET SPA/RELIEF26 23RECEPTACLES - LOBBY20 A11080...540 VA120 ARECEPTACLES - LEASING OFFICE24 21RECEPTACLES - PATIO20 A1360 VA180 VA120 ARECEPTACLE - RES LNGE KITCH TV22 19RES LNGE D/W20 A1180 VA360 VA120 ARECEPTACLES - RES LNGE ISLAND20 17------4000...3163...------18 15RES LNGE COOKTP40 A24000...3163...240 ARES LNGE STOVE16 13RECEPTACLES - RES LNGE KITCH20 A1360 VA138 VA120 ARES LNGE KITCH VENT14 11RECEPTACLES - RES LOUNGE TVS20 A1360 VA360 VA120 ARECEPTACLES - RES LNGE KITCH12 9RECEPTACLES - RES LOUNGE20 A1540 VA1080...120 ARECEPTACLES - RES LOUNGE10 7RES LOUNGE FLOOR BOXES20 A1720 VA540 VA120 ARECEPTACLES - RES LOUNGE8 5RECEPTACLES - PCKG, MAIL RMS20 A1900 VA360 VA120 ARECEPTACLES - BIKE RM6 3Power20 A1360 VA360 VA120 ARECEPTACLES - LOBBY COUNTER4 1RECEPTACLES - EXIT CORR20 A1540 VA540 VA120 ALOBBY FLOOR BOXES2 CKTCircuit DescriptionTripPolesABCPolesTripCircuit DescriptionCKT Notes: Enclosure:1MCB Rating:400 A Mounting:SurfaceWires:4Mains Rating:400 A Supply From:Phases:3Mains Type:MLO Location:Volts:120/208 WyeA.I.C. Rating:10kA Branch Panel:HP-1 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET Notes: Receptacle360 VA100.00%360 VATotal Est. Demand Current:65 A Dwelling Unit - Lighting34 VA100.00%34 VATotal Conn. Current:71 A Power18650 VA90.72%16920 VATotal Est. Demand:23534 VA Other2282 VA80.00%1826 VATotal Conn. Load:25721 VA Lighting4394 VA100.00%4394 VA Load ClassificationConnected LoadDemand FactorEstimated DemandPanel Totals Total Amps:74 A68 A77 A Total Load:8791 VA8132 VA9198 VA 2930 2728 25Receptacle20 A1180 VA26 23EMERGENCY LIGHTS (1ST FLOOR)20 A1838 VA180 VA120 AREC. BUTTERFLYMX SYSTEM24 21FACP20 A1200 VA200 VA120 AREMOTE ANNUNCIATOR22 19------5404...1040...------20 17------5404...1040...215 AHP-8 (ELEV 1)18 15ELEVATOR 145 A35404...1600...120 AELEV 1 CAR LIGHTING16 13EMERGENCY LIGHTING (4TH FLOOR)20 A1752 VA702 VA120 AEMERGENCY LIGHTING (5TH FLOOR)14 11EMERGENCY LIGHTING (2ND FLOOR)20 A1797 VA780 VA120 AEMERGENCY LIGHTING (3RD FLOOR)12 9EXIT SIGNS (4TH FLOOR)20 A140 VA45 VA120 AEXIT SIGNS (5TH FLOOR)10 7EXIT SIGNS (2ND FLOOR)20 A125 VA40 VA120 AEXIT SIGNS (3RD FLOOR)8 5LIGHTING - EXIT CORR 12520 A1118 VA40 VA120 AEXIT SIGNS (1ST FLOOR)6 3LIGHTING - CENTRAL STAIR20 A1382 VA261 VA120 ALIGHTING - PARKING (EMERGENCY)4 1LIGHTING - NORTH STAIR20 A1323 VA323 VA120 ALIGHTING - EAST STAIR2 CKTCircuit DescriptionTripPolesABCPolesTripCircuit DescriptionCKT Notes: Enclosure:1MCB Rating:225 A Mounting:SurfaceWires:4Mains Rating:225 A Supply From:Phases:3Mains Type:MLO Location:Volts:120/208 WyeA.I.C. Rating:10kA Branch Panel:P-GEN ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION PANEL SCHEDULES E502 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT Notes: Total Est. Demand Current:17 A Receptacle4680 VA100.00%4680 VATotal Conn. Current:17 A Dwelling Unit - Lighting149 VA100.00%149 VATotal Est. Demand:6269 VA Power1440 VA100.00%1440 VATotal Conn. Load:6269 VA Other0 VA0.00%0 VA Load ClassificationConnected LoadDemand FactorEstimated DemandPanel Totals Total Amps:21 A15 A16 A Total Load:2520 VA1800 VA1949 VA 4142 3940 3738 3536 3334 3132 2930 2728 2526 2324 2122 1920 1718 15QUAD RECEPTACLE ETHERNET SWITCH20 A1180 VA180 VA120 ARECEPTACLE WIRELESS ACCESS POINT16 13QUAD RECEPTACLE ETHERNET SWITCH20 A1180 VA180 VA120 AQUAD RECEPTACLE ETHERNET SWITCH14 11LIGHTING - 5TH FL ELEC, TRASH, TELECOM20 A183 VA1080...120 AReceptacle12 9RECEPTACLES - 5TH FL PATIO20 A1360 VA360 VA120 ARECEPTACLES - 5TH FL TELECOM10 7QUAD RECEPTACLE ETHERNET SWITCH20 A1180 VA900 VA120 ARECEPTACLES CORRIDOR8 5LIGHTING - 4TH FL ELEC, TRASH, TELECOM20 A166 VA720 VA120 AReceptacle6 3RECEPTACLES - 4TH FL TELECOM20 A1360 VA360 VA120 AReceptacle4 1RECEPTACLES - 4TH FL EAST20 A1180 VA900 VA120 AReceptacle2 CKTCircuit DescriptionTripPolesABCPolesTripCircuit DescriptionCKT Notes: Enclosure:1MCB Rating:225 A Mounting:SurfaceWires:4Mains Rating:225 A Supply From:Phases:3Mains Type:MLO Location:Volts:120/208 WyeA.I.C. Rating:10kA Branch Panel:HP-4 Notes: Total Est. Demand Current:883 A Receptacle2160 VA100.00%2160 VATotal Conn. Current:1055 A Power72284 VA82.77%59827 VATotal Est. Demand:317943 VA Other248671 VA80.00%198937 VATotal Conn. Load:380134 VA HVAC57019 VA100.00%57019 VA Load ClassificationConnected LoadDemand FactorEstimated DemandPanel Totals Total Amps:2305 A463 A413 A Total Load:275784 VA54778 VA49572 VA 6566 6364 6162 5960 5758 5556 5354 5152 4950 4748 4546 4344 4142 3940 372400...------38 352400...------36 332400...3250 AWH-134 311040...------32 29------1748...1040...215 AHP-8 (ELEV 2)30 27------2099...900 VA120 ARECEPTACLES - ROOF28 25P-DHW400 A31905...3328...------26 23RECEPTACLES - ROOF20 A11080...3328...240 AHP-5 (FITNESS, YOGA)24 21------3120...3120...------22 19HP-4 (BIKE RM)50 A23120...3120...250 AHP-4 (TRASH RM)20 17------2642...0 VA------18 15HP-7 (LOBBY)40 A22642...0 VA------16 13EF-215 A1667 VA3819...320 AEF-114 11------0 VA0 VA------12 9------0 VA0 VA------10 7ERV-4175 A36092...5223...3150 AERV-38 5------0 VA0 VA------6 3------0 VA0 VA------4 1ERV-2150 A35223...5223...3150 AERV-12 CKTCircuit DescriptionTripPolesABCPolesTripCircuit DescriptionCKT Notes: Enclosure:1MCB Rating:1200 A Mounting:SurfaceWires:4Mains Rating:1200 A Supply From:Phases:3Mains Type:MLO Location:Volts:120 /208 WyeA.I.C. Rating:10kA Branch Panel:P-ROOF Notes: Total Est. Demand Current:160 A Receptacle180 VA100.00%180 VATotal Conn. Current:160 A Power284 VA100.00%284 VATotal Est. Demand:57521 VA Other48 VA80.00%38 VATotal Conn. Load:57531 VA HVAC57019 VA100.00%57019 VA Load ClassificationConnected LoadDemand FactorEstimated DemandPanel Totals Total Amps:161 A177 A146 A Total Load:19052 VA20997 VA17482 VA 7172 6970 6768 6566 6364 6162 5960 57RECEPTACLE - PENTHOUSE20 A1180 VA58 55MIXING VALVE (MV-1)20 A148 VA34 VA120 AZONE VALVES (Z-1, Z-2)56 53161 VA120 ARECIRCUL PUMP (P-2A)54 511560...------52 491560...215 ASANDEN UNIT (HPWH-1)50 47------1560...1560...------48 45SANDEN UNIT (HPWH-1)15 A21560...1560...215 ASANDEN UNIT (HPWH-1)46 43------1560...1560 ...------44 41SANDEN UNIT (HPWH-1)15 A21560...1560...215 ASANDEN UNIT (HPWH-1)42 39------1560...1560...------40 37SANDEN UNIT (HPWH-1)15 A21560...1560...215 ASANDEN UNIT (HPWH-1)38 35------1560...156 0...------36 33SANDEN UNIT (HPWH-1)15 A21560...1560...215 ASANDEN UNIT (HPWH-1)34 311560...------32 291560...215 ASANDEN UNIT (HPWH-1)30 27------1560...1560...------28 25SANDEN UNIT (HPWH-1)15 A21560...1560...215 ASANDEN UNIT (HPWH-1)26 23------1560...1560...------24 21SANDEN UNIT (HPWH-1)15 A21560...1560...215 ASANDEN UNIT (HPWH-1)22 19------1560...1560...------20 17SANDEN UNIT (HPWH-1)15 A21560...1560...215 ASANDEN UNIT (HPWH-1)18 15------1560...1560...------16 13SANDEN UNIT (HPWH-1)15 A21560...1560...215 ASANDEN UNIT (HPWH-1)14 11RECIRCUL PUMP (P-2B)20 A1161 VA12 9RECIRCUL PUMP (P-1)20 A1537 VA10 78 56 34 1SANDEN HEAT TRACE20 A1250 VA2 CKTCircuit DescriptionTripPolesABCPolesTripCircuit DescriptionCKT Notes: Enclosure:1MCB Rating:400 A Mounting:SurfaceWires:4Mains Rating:400 A Supply From:P-ROOFPhases:3Mains Type:MLO Location:Volts:120/208 WyeA.I.C. Rating:10kA Branch Panel:P-DHW 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET Notes: Total Est. Demand Current:22 A Receptacle6480 VA100.00%6480 VATotal Conn. Current:22 A Dwelling Unit - Lighting149 VA100.00%149 VATotal Est. Demand:8069 VA Power1440 VA100.00%1440 VATotal Conn. Load:8069 VA Other0 VA0.00%0 VA Load ClassificationConnected LoadDemand FactorEstimated DemandPanel Totals Total Amps:33 A23 A14 A Total Load:3780 VA2603 VA1686 VA 4142 3940 3738 3536 3334 3132 2930 2728 2526 2324 2122 1920 1718 15QUAD RECEPTACLE ETHERNET SWITCH20 A1180 VA16 13QUAD RECEPTACLE ETHERNET SWITCH20 A1180 VA180 VA120 AQUAD RECEPTACLE ETHERNET SWITCH14 11RECEPTACLE - ROOF20 A1180 VA180 VA120 AQUAD RECEPTACLE - ETHERNET SWITCH12 9RECEPTACLES - 3RD FL NORTH20 A11080...83 VA120 ALIGHTING - 3RD FL ELEC, TRASH, TELECOM10 7RECEPTACLES - 3RD FL WEST20 A11080...360 VA120 ARECEPTACLES - 3RD FL TELECOM8 5LIGHTING - 2ND FL ELEC, TRASH, TELECOM20 A166 VA1260...120 ARECEPTACLES - 3RD FL EAST6 3RECEPTACLES - 2ND FL TELECOM20 A1360 VA900 VA120 ARECEPTACLES - 2ND FL NORTH4 1RECEPTACLES - 2ND FL EAST20 A1900 VA1080...120 ARECEPTACLES - 2ND FL WEST2 CKTCircuit DescriptionTripPolesABCPolesTripCircuit DescriptionCKT Notes: Enclosure:1MCB Rating:225 A Mounting:SurfaceWires:4Mains Rating:225 A Supply From:Phases:3Mains Type:MLO Location:Volts:120/208 WyeA.I.C. Rating:10kA Branch Panel:HP-2 1 1 1 1 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION PANEL SCHEDULES E503 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT Notes: Total Est. Demand Current:0 A Total Conn. Current:0 A Total Est. Demand:0 VA Total Conn. Load:0 VA Load ClassificationConnected LoadDemand FactorEstimated DemandPanel Totals Total Amps:0 A0 A0 A Total Load:0 VA0 VA0 VA 4142 3940 3738 3536 3334 3132 2930 2728 2526 2324 2122 1920 1718 1516 1314 1112 910 78 56 34 12 CKTCircuit DescriptionTripPolesABCPolesTripCircuit DescriptionCKT Notes: Enclosure:1MCB Rating:600 A Mounting:SurfaceWires:4Mains Rating:600 A Supply From:Phases:3Mains Type:MLO Location:Volts:120/208 WyeA.I.C. Rating:10kA Branch Panel:CP2 Notes: Total Est. Demand Current:0 A Total Conn. Current:0 A Total Est. Demand:0 VA Total Conn. Load:0 VA Load ClassificationConnected LoadDemand FactorEstimated DemandPanel Totals Total Amps:0 A0 A0 A Total Load:0 VA0 VA0 VA 4142 3940 3738 3536 3334 3132 2930 2728 2526 2324 2122 1920 1718 1516 1314 1112 910 78 56 34 12 CKTCircuit DescriptionTripPolesABCPolesTripCircuit DescriptionCKT Notes: Enclosure:1MCB Rating:600 A Mounting:SurfaceWires:4Mains Rating:600 A Supply From:Phases:3Mains Type:MLO Location:Volts:120/208 WyeA.I.C. Rating:10kA Branch Panel:CP3 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET Notes: Total Est. Demand Current:35 A Receptacle1440 VA100.00%1440 VATotal Conn. Current:66 A Electric Heat21500 VA48.72%10475 VATotal Est. Demand:12587 VA Dwelling Unit - Lighting288 VA100.00%288 VATotal Conn. Load:23708 VA Other480 VA80.00%384 VA Load ClassificationConnected LoadDemand FactorEstimated DemandPanel Totals Total Amps:75 A71 A55 A Total Load:8790 VA8268 VA6650 VA 4142 3940 3738 3536 3334 3132 2930 2728 2526 2324 21LIGHTING20 A1768 VA22 19------750 VA540 VA120 AEXTERIOR RECEPTACLES20 17ELECTRIC HEAT20 A2750 VA900 VA120 ARECEPTACLES18 15------1250...1250...------16 13Electric Heat20 A21250...1250...220 AELECTRIC HEAT14 11------1250...1250...------12 9ELECTRIC HEAT20 A21250...1250...220 AELECTRIC HEAT10 7------1250...1250...------8 5ELECTRIC HEAT20 A21250...1250...220 AELECTRIC HEAT6 3------1250...1250...------4 1ELECTRIC HEAT20 A21250...1250...220 AELECTRIC HEAT2 CKTCircuit DescriptionTripPolesABCPolesTripCircuit DescriptionCKT Notes: Enclosure:1MCB Rating:600 A Mounting:SurfaceWires:4Mains Rating:600 A Supply From:Phases:3Mains Type:MLO Location:Volts:120/208 WyeA.I.C. Rating:10kA Branch Panel:CP1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION PANEL SCHEDULES E504 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT TYPICAL FOR APARTMENTS 305, 405, AND 505. Notes: Total Est. Demand...86 A Receptacle5380 VA100.00%5380 VATotal Conn. Current:90 A Power10600 VA98.87%10480 VATotal Est. Demand:17,986 VA Other2658 VA80.00%2126 VATotal Conn. Load:18,638 VA Lighting0 VA0.00%0 VA Load ClassificationConnected LoadDemand FactorEstimated DemandPanel Totals Legend: Total Amps:86 A92 A Total Load:8965 VA9673 VA 2930 2728 2526 2324 2122 ------1165 VA / 0 VA20 17,19HP-1 (ROOF)15 A21165 / 018 ------0 VA / 88 VA115 ALIGHTING (AFCI)16 13,15FAN COILS15 A260 / 180115 ARECEPTACLE - TELECOM (AFCI)14 11RECEPTACLES - LIVING ROOM (AFCI)15 A1540 VA / 4000 VA-----9RECEPTACLE - MICROWAVE/VENT...20 A11000 / 4000240 ARECEPTACLE - STOVE10,12 7RECEPTACLES - KITCHEN (AFCI)20 A1540 VA / 540 VA120 ARECEPTACLES - KITCHEN (AFCI)8 5RECEPTACLE - FRIDGE, DINING RM...20 A1360 / 1300-----3RECEPTACLE - LAUNDRY (AFCI)20 A11500 VA / 1300...230 APower4,6 1RECEPTACLE - BATHROOM20 A1180 / 720115 ARECEPTACLES - BEDROOM (AFCI)2 CKTCircuit DescriptionTripPoles AB PolesTripCircuit DescriptionCKT Notes: Enclosure:Type 1 Mounting:FlushWires:3Mains Rating:125 A Supply From:Phases:1Mains Type:MLO Location:STUDIO 8Volts:120/208 SingleA.I.C. Rating:10 Branch Panel:P205 TYPICAL FOR APARTMENTS 306, 406, AND 506. Notes: Total Est. Demand...83 A Receptacle6280 VA100.00%6280 VATotal Conn. Current:84 A Power10600 VA98.87%10480 VATotal Est. Demand:17,189 VA Other536 VA80.00%429 VATotal Conn. Load:17,416 VA Lighting0 VA0.00%0 VA Load ClassificationConnected LoadDemand FactorEstimated DemandPanel Totals Legend: Total Amps:88 A78 A Total Load:9320 VA8096 VA 2930 2728 2526 2324 2122 1920 ------0 / 018 15,17FAN COILS15 A2180 VA / 176 VA115 ALIGHTING (AFCI)16 13RECEPTACLE - BATHROOM20 A1180 / 720115 ARECEPTACLES - BEDROOM (AFCI)14 11RECEPTACLES - BEDROOM (AFCI)15 A1720 VA / 180 VA120 ARECEPTACLE - BATHROOM12 9RECEPTACLES - HALL, LIV ROOM...15 A1720 / 180115 ARECEPTACLE - TELECOM (AFCI)10 7RECEPTACLE - MICROWAVE/VENT...20 A11000 VA / 4000...-----5RECEPTACLES - KITCHEN (AFCI)20 A1720 / 4000240 ARECEPTACLE - STOVE6,8 3RECEPTACLES - KITCHEN (AFCI)20 A1540 VA / 1300 VA-----1RECEPTACLE - LAUNDRY (AFCI)20 A11500 / 1300230 ARECEPTACLE - DRYER2,4 CKTCircuit DescriptionTripPoles AB PolesTripCircuit DescriptionCKT Notes: Enclosure:Type 1 Mounting:FlushWires:3Mains Rating:125 A Supply From:Phases:1Mains Type:MLO Location:2 BR 9Volts:120/208 SingleA.I.C. Rating:10 Branch Panel:P206 TYPICAL FOR APARTMENTS 307, 407, AND 507. Notes: Total Est. Demand...94 A Receptacle6280 VA100.00%6280 VATotal Conn. Current:98 A Power10600 VA98.87%10480 VATotal Est. Demand:19,551 VA Other3488 VA80.00%2791 VATotal Conn. Load:20,368 VA Lighting0 VA0.00%0 VA Load ClassificationConnected LoadDemand FactorEstimated DemandPanel Totals Legend: Total Amps:101 A94 A Total Load:10601 VA9767 VA 2930 2728 2526 2324 ------1487 / 022 19,21HP-3 (ROOF)20 A21487 VA / 0 VA20 17LIGHTING (AFCI)15 A1154 / 0-----15RECEPTACLES - BEDROOM (AFCI)15 A1720 VA / 180 VA215 AFAN COILS16,18 13RECEPTACLE - BATHROOM20 A1180 / 720115 ARECEPTACLES - BEDROOM (AFCI)14 11RECEPTACLE - BATHROOM20 A1180 VA / 1300 VA-----9RECEPTACLE - LAUNDRY (AFCI)20 A11500 / 1300230 ARECEPTACLE - DRYER10,12 7RECEPTACLES - HALL, LIV ROOM...15 A1720 VA / 180 VA115 ARECEPTACLE - TELECOM (AFCI)8 ------4000 / 540120 ARECEPTACLES - KITCHEN (AFCI)6 3,5RECEPTACLE - STOVE40 A24000 VA / 1000...120 ARECEPTACLE - MICROWAVE/VENT...4 1RECEPTACLE - FRIDGE, KITCHEN...20 A1360 / 360120 ARECEPTACLES - KITCHEN (AFCI)2 CKTCircuit DescriptionTripPoles AB PolesTripCircuit DescriptionCKT Notes: Enclosure:Type 1 Mounting:FlushWires:3Mains Rating:125 A Supply From:Phases:1Mains Type:MLO Location:2 BR 10Volts:120/208 SingleA.I.C. Rating:10 Branch Panel:P207 TYPICAL FOR APARTMENTS 308, 408, AND 508. Notes: Total Est. Demand...96 A Receptacle6640 VA100.00%6640 VATotal Conn. Current:100 A Power10600 VA98.87%10480 VATotal Est. Demand:19,911 VA Other3488 VA80.00%2791 VATotal Conn. Load:20,728 VA Lighting0 VA0.00%0 VA Load ClassificationConnected LoadDemand FactorEstimated DemandPanel Totals Legend: Total Amps:103 A95 A Total Load:10807 VA9921 VA 2930 2728 2526 2324 2122 190 VA / 1487 VA-----------0 / 1487220 AHP-3 (ROOF)18,20 15,17FAN COILS15 A2180 VA / 154 VA115 ALIGHTING (AFCI)16 13RECEPTACLE - BATHROOM20 A1180 / 180115 ARECEPTACLE - TELECOM (AFCI)14 11RECEPTACLES - BEDROOM (AFCI)15 A1900 VA / 180 VA120 ARECEPTACLE - BATHROOM12 9RECEPTACLES - HALL, LIV ROOM...15 A1720 / 720115 ARECEPTACLES - BEDROOM (AFCI)10 7RECEPTACLES - KITCHEN (AFCI)20 A1720 VA / 1300 VA-----5RECEPTACLE - LAUNDRY (AFCI)20 A11500 / 1300230 ARECEPTACLE - DRYER6,8 3RECEPTACLE - MICROWAVE/VENT...20 A11000 VA / 4000...-----1RECEPTACLES - KITCHEN (AFCI)20 A1720 / 4000240 ARECEPTACLE - STOVE2,4 CKTCircuit DescriptionTripPoles AB PolesTripCircuit DescriptionCKT Notes: Enclosure:Type 1 Mounting:FlushWires:3Mains Rating:125 A Supply From:Phases:1Mains Type:MLO Location:2 BR 11Volts:120/208 SingleA.I.C. Rating:10 Branch Panel:P208 TYPICAL FOR APARTMENTS 309, 409, AND 509. Notes: Total Est. Demand...94 A Receptacle5560 VA100.00%5560 VATotal Conn. Current:98 A Power10600 VA98.87%10480 VATotal Est. Demand:19,454 VA Other4268 VA80.00%3414 VATotal Conn. Load:20,428 VA Lighting0 VA0.00%0 VA Load ClassificationConnected LoadDemand FactorEstimated DemandPanel Totals Legend: Total Amps:103 A91 A Total Load:10933 VA9494 VA 2930 2728 2526 2324 2122 1920 170 / 1934-----------0 VA / 1934 VA230 AHP-2 (ROOF)16,18 13,15FAN COILS15 A2120 / 99115 ALIGHTING (AFCI)14 11RECEPTACLE - BATHROOM20 A1180 VA / 900 VA115 ARECEPTACLES - BEDROOM (AFCI)12 ------1300 / 720115 ARECEPTACLES - LIVING ROOM (AFCI)10 7,9RECEPTACLE - DRYER30 A21300 VA / 180 VA115 ARECEPTACLE - TELECOM (AFCI)8 5RECEPTACLE - LAUNDRY (AFCI)20 A11500 / 4000-----3RECEPTACLE - MICROWAVE/VENT...20 A11000 VA / 4000...240 ARECEPTACLE - STOVE4,6 1RECEPTACLES - KITCHEN (AFCI)20 A1540 / 720120 ARECEPTACLES - KITCHEN (AFCI)2 CKTCircuit DescriptionTripPoles AB PolesTripCircuit DescriptionCKT Notes: Enclosure:Type 1 Mounting:FlushWires:3Mains Rating:125 A Supply From:Phases:1Mains Type:MLO Location:1 BR 12Volts:120/208 SingleA.I.C. Rating:10 Branch Panel:P209 Typical for apartments 310, 410, and 510. Notes: Total Est. Demand...103 A Receptacle6280 VA100.00%6280 VATotal Conn. Current:110 A Power13000 VA95.38%12400 VATotal Est. Demand:21,480 VA Other3499 VA80.00%2800 VATotal Conn. Load:22,779 VA Lighting0 VA0.00%0 VA Load ClassificationConnected LoadDemand FactorEstimated DemandPanel Totals Legend: Total Amps:108 A110 A Total Load:11272 VA11507 VA 2930 2728 2526 2324 2122 19RECEPTACLE - MICROWAVE/VENT...20 A11000 VA / 0 VA20 17RECEPTACLE - TELECOM (AFCI)15 A1180 / 165120 ALIGHTING (AFCI)18 15RECEPTACLES - KITCHEN (AFCI)20 A1360 VA / 900 VA115 ARECEPTACLES - HALL, LIV ROOM...16 13RECEPTACLES - BEDROOM (AFCI)15 A1720 / 540120 ARECEPTACLES - KITCHEN (AFCI)14 11RECEPTACLES - BEDROOM (AFCI)15 A1900 VA / 1487 VA-----------0 / 1487220 AHP-3 (ROOF)10,12 7,9FAN COILS15 A2180 VA / 4000 VA-----5RECEPTACLE - BATHROOM20 A1180 / 4000240 ARECEPTACLE - STOVE6,8 3RECEPTACLE - BATHROOM20 A1180 VA / 2500 VA-----1RECEPTACLE - LAUNDRY (AFCI)20 A11500 / 2500230 ARECEPTACLE - DRYER2,4 CKTCircuit DescriptionTripPoles AB PolesTripCircuit DescriptionCKT Notes: Enclosure:Type 1 Mounting:FlushWires:3Mains Rating:125 A Supply From:Phases:1Mains Type:MLO Location:2 BR 13Volts:120/208 SingleA.I.C. Rating:10 Branch Panel:P210 TYPICAL FOR APARTMENTS 301, 401, AND 501. Notes: Total Est. Demand...96 A Receptacle6100 VA100.00%6100 VATotal Conn. Current:101 A Power10600 VA98.87%10480 VATotal Est. Demand:20,003 VA Other4279 VA80.00%3423 VATotal Conn. Load:20,979 VA Lighting0 VA0.00%0 VA Load ClassificationConnected LoadDemand FactorEstimated DemandPanel Totals Legend: Total Amps:104 A97 A Total Load:10934 VA10044 VA 2930 2728 2526 2324 2122 ------1934 VA / 0 VA20 17,19HP-2 (ROOF)30 A21934 / 018 15LIGHTING (AFCI)15 A1110 VA / 0 VA-----------4000 / 120215 AFAN COILS14,16 11,13RECEPTACLE - STOVE40 A24000 VA / 720 VA115 ARECEPTACLES - BEDROOM (AFCI)12 9RECEPTACLES - KITCHEN (AFCI)20 A1720 / 1000120 ARECEPTACLE - MICROWAVE/VENT...10 7RECEPTACLES - HALL, LIV ROOM...15 A1720 VA / 540 VA120 A8 ------1300 / 180115 ARECEPTACLE - TELECOM (AFCI)6 3,5RECEPTACLE - DRYER30 A21300 VA / 720 VA115 ARECEPTACLES - BEDROOM (AFCI)4 1RECEPTACLE - BATHROOM20 A1180 / 1500120 ARECEPTACLE - LAUNDRY (AFCI)2 CKTCircuit DescriptionTripPoles AB PolesTripCircuit DescriptionCKT Notes: Enclosure:Type 1 Mounting:FlushWires:3Mains Rating:125 A Supply From:Phases:1Mains Type:MLO Location:2 BR 4Volts:120/208 SingleA.I.C. Rating:10 Branch Panel:P201 TYPICAL FOR APARTMENTS 302, 322, 324, 402, 424, 425, 502, 523, AND 525. Notes: Total Est. Demand...75 A Receptacle4840 VA100.00%4840 VATotal Conn. Current:76 A Power10600 VA98.87%10480 VATotal Est. Demand:15,591 VA Other339 VA80.00%271 VATotal Conn. Load:15,779 VA Lighting0 VA0.00%0 VA Load ClassificationConnected LoadDemand FactorEstimated DemandPanel Totals Legend: Total Amps:76 A76 A Total Load:7899 VA7880 VA 2930 2728 2526 2324 2122 1920 1718 ------0 VA / 0 VA16 13,15FAN COILS15 A260 / 99115 ALIGHTING (AFCI)14 11RECEPTACLE - FRIDGE, DINING RM...20 A1360 VA / 4000 VA-----9RECEPTACLE - MICROWAVE/VENT...20 A11000 / 4000240 ARECEPTACLE - STOVE10,12 7RECEPTACLE - TELECOM (AFCI)15 A1180 VA / 540 VA120 ARECEPTACLES - KITCHEN (AFCI)8 5RECEPTACLES - KITCHEN (AFCI)20 A1540 / 1300-----3RECEPTACLE - LAUNDRY (AFCI)20 A11500 VA / 1300...230 ARECEPTACLE - DRYER4,6 1RECEPTACLE - BATHROOM20 A1180 / 720115 ARECEPTACLES - BEDROOM (AFCI)2 CKTCircuit DescriptionTripPoles AB PolesTripCircuit DescriptionCKT Notes: Enclosure:Type 1 Mounting:FlushWires:3Mains Rating:125 A Supply From:Phases:1Mains Type:MLO Location:STUDIO 5Volts:120/208 SingleA.I.C. Rating:10 Branch Panel:P202 TYPICAL FOR APARTMENTS 303, 323, 403, 424, 503, AND 524. Notes: Total Est. Demand...87 A Receptacle5560 VA100.00%5560 VATotal Conn. Current:90 A Power10600 VA98.87%10480 VATotal Est. Demand:18,031 VA Other2489 VA80.00%1991 VATotal Conn. Load:18,649 VA Lighting0 VA0.00%0 VA Load ClassificationConnected LoadDemand FactorEstimated DemandPanel Totals Legend: Total Amps:87 A91 A Total Load:9064 VA9585 VA 2930 2728 2526 2324 2122 1920 170 / 1165-----------0 VA / 1165 VA215 AHP-1 (ROOF)16,18 13,15FAN COILS15 A260 / 99115 ALIGHTING (AFCI)14 11RECEPTACLES - LIVING ROOM (AFCI)15 A1540 VA / 4000 VA-----9RECEPTACLE - MICROWAVE/VENT...20 A11000 / 4000240 ARECEPTACLE - STOVE10,12 7RECEPTACLES - KITCHEN (AFCI)20 A1540 VA / 540 VA120 ARECEPTACLES - KITCHEN (AFCI)8 5RECEPTACLE - FRIDGE, KITCHEN...20 A1540 / 1300-----3RECEPTACLE - LAUNDRY (AFCI)20 A11500 VA / 1300...230 ARECEPTACLE - DRYER4,6 1RECEPTACLE - BATHROOM20 A1180 / 720115 ARECEPTACLES - BEDROOM/HALL...2 CKTCircuit DescriptionTripPoles AB PolesTripCircuit DescriptionCKT Notes: Enclosure:Type 1 Mounting:FlushWires:3Mains Rating:125 A Supply From:Phases:1Mains Type:MLO Location:STUDIO 6Volts:120/208 SingleA.I.C. Rating:10 Branch Panel:P203 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION PANEL SCHEDULES E505 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT TYPICAL FOR APARTMENTS 318, 418, AND 518. Notes: Total Est. Demand...93 A Receptacle5920 VA100.00%5920 VATotal Conn. Current:97 A Power10800 VA98.52%10640 VATotal Est. Demand:19,351 VA Other3488 VA80.00%2791 VATotal Conn. Load:20,208 VA Lighting0 VA0.00%0 VA Load ClassificationConnected LoadDemand FactorEstimated DemandPanel Totals Legend: Total Amps:99 A94 A Total Load:10407 VA9801 VA 2930 2728 2526 2324 2122 ------1487 VA / 0 VA20 17,19HP-3 (ROOF)20 A21487 / 0-----1520 A1154 VA / 180 VA215 AFAN COILS16,18 13RECEPTACLES - BEDROOM (AFCI)15 A1900 / 540115 ARECEPTACLES - LIVING ROOM (AFCI)14 ------4000 VA / 180 VA115 ARECEPTACLE - TELECOM (AFCI)12 9,11RECEPTACLE - STOVE40 A24000 / 1000120 ARECEPTACLE - MICROWAVE/VENT...10 7RECEPTACLES - KITCHEN (AFCI)20 A1540 VA / 360 VA120 ARECEPTACLES - KITCHEN (AFCI)8 ------1400 / 720115 ARECEPTACLES - BEDROOM (AFCI)6 3,5RECEPTACLE - DRYER30 A21400 VA / 1500...120 ARECEPTACLE - LAUNDRY (AFCI)4 1RECEPTACLE - BATHROOM20 A1180 / 180120 ARECEPTACLE - BATHROOM2 CKTCircuit DescriptionTripPoles AB PolesTripCircuit DescriptionCKT Notes: Enclosure:Type 1 Mounting:FlushWires:3Mains Rating:125 A Supply From:Phases:1Mains Type:MLO Location:2 BR 21Volts:120/208 SingleA.I.C. Rating:10 Branch Panel:P218 ALSO TYPICAL FOR APARTMENT 320. Notes: Total Est. Demand...103 A Receptacle8080 VA100.00%8080 VATotal Conn. Current:108 A Power10800 VA98.52%10640 VATotal Est. Demand:21,520 VA Other3499 VA80.00%2800 VATotal Conn. Load:22,379 VA Lighting0 VA0.00%0 VA Load ClassificationConnecte d LoadDemand FactorEstimated DemandPanel Totals Legend: Total Amps:107 A108 A Total Load:11172 VA11207 VA 2930 2728 250 / 0-----230 VA / 180 VA215 AFAN COILS24,26 ------1487 / 022 19,21HP-3 (ROOF)20 A21487 VA / 540 VA115 ARECEPTACLES - LIVING ROOM (AFCI)20 1720 A1165 / 360115 ARECEPTACLES - HALL (AFCI)18 15RECEPTACLES - LIVING ROOM (AFCI)15 A1540 VA / 4000 VA-----13RECEPTACLE - MICROWAVE/VENT...20 A11000 / 4000240 ARECEPTACLE - STOVE14,16 11RECEPTACLES - KITCHEN (AFCI)20 A1540 VA / 720 VA120 ARECEPTACLES - KITCHEN (AFCI)12 9RECEPTACLES - DINING ROOM...20 A1540 / 360120 ARECEPTACLE - FRIDGE, DINING RM...10 7RECEPTACLES - BEDROOM (AFCI)15 A1720 VA / 900 VA115 ARECEPTACLES - BEDROOM (AFCI)8 5RECEPTACLE - BATHROOM20 A1180 / 180120 ARECEPTACLE - BATHROOM6 ------1400 VA / 180 VA115 ARECEPTACLE - TELECOM (AFCI)4 1,3RECEPTACLE - DRYER30 A21400 / 1500120 ARECEPTACLE - LAUNDRY (AFCI)2 CKTCircuit DescriptionTripPoles AB PolesTripCircuit DescriptionCKT Notes: Enclosure:Type 1 Mounting:FlushWires:3Mains Rating:125 A Supply From:Phases:1Mains Type:MLO Location:2 BR 139Volts:120/208 SingleA.I.C. Rating:10 Branch Panel:P220 ALSO TYPICAL FOR APARTMENT 321. Notes: Total Est. Demand...96 A Receptacle6460 VA100.00%6460 VATotal Conn. Current:100 A Power10800 VA98.52%10640 VATotal Est. Demand:19,891 VA Other3488 VA80.00%2791 VATotal Conn. Load:20,748 VA Lighting0 VA0.00%0 VA Load ClassificationConnected LoadDemand FactorEstimated DemandPanel Totals Legend: Total Amps:90 A107 A Total Load:9407 VA11341 VA 2930 2728 2526 2324 2122 ------1487 VA / 0 VA20 17,19HP-3 (ROOF)20 A21487 / 0-----15LIGHTING (AFCI)15 A1154 VA / 180 VA215 AFAN COILS16,18 13RECEPTACLE - TELECOM (AFCI)15 A1180 / 1400-----11RECEPTACLE - LAUNDRY (AFCI)20 A11500 VA / 1400...230 ARECEPTACLE - DRYER12,14 9RECEPTACLE - BATHROOM20 A1180 / 180120 ARECEPTACLE - BATHROOM10 7RECEPTACLES - BEDROOM (AFCI)15 A1720 VA / 900 VA115 ARECEPTACLES - BEDROOM (AFCI)8 5RECEPTACLES - HALL, LIV ROOM...15 A1720 / 4000-----3RECEPTACLE - MICROWAVE/VENT...20 A11000 VA / 4000...240 ARECEPTACLE - STOVE4,6 1RECEPTACLES - ISLAND, DIN ROO...20 A1720 / 540120 ARECEPTACLES - KITCHEN (AFCI)2 CKTCircuit DescriptionTripPoles AB PolesTripCircuit DescriptionCKT Notes: Enclosure:Type 1 Mounting:FlushWires:3Mains Rating:125 A Supply From:Phases:1Mains Type:MLO Location:2 BR 24Volts:120/208 SingleA.I.C. Rating:10 Branch Panel:P221 ALSO TYPICAL FOR APARTMENT 224. Notes: Total Est. Demand...84 A Receptacle4660 VA100.00%4660 VATotal Conn. Current:87 A Power10800 VA98.52%10640 VATotal Est. Demand:17,435 VA Other2669 VA80.00%2135 VATotal Conn. Load:18,129 VA Lighting0 VA0.00%0 VA Load ClassificationConnected LoadDemand FactorEstimated DemandPanel Totals Legend: Total Amps:96 A75 A Total Load:10325 VA7804 VA 2930 2728 2526 2324 2122 1920 ------0 / 018 15,17FAN COILS15 A260 VA / 1165 VA-----------1400 / 1165215 AHP-1 (ROOF)14,16 11,13RECEPTACLE - DRYER30 A21400 VA / 180 VA115 ARECEPTACLE - TELECOM (AFCI)12 9RECEPTACLE - FRIDGE, DINING RM...20 A1360 / 1500120 ARECEPTACLE - LAUNDRY (AFCI)10 ------4000 VA / 360 VA115 ARECEPTACLES - LIVING ROOM (AFCI)8 5,7RECEPTACLE - STOVE40 A24000 / 1000120 ARECEPTACLE - MICROWAVE/VENT...6 3RECEPTACLES - KITCHEN (AFCI)20 A1540 VA / 99 VA115 ALIGHTING (AFCI)4 1RECEPTACLE - BATHROOM20 A1180 / 720115 ARECEPTACLES - BEDROOM (AFCI)2 CKTCircuit DescriptionTripPoles AB PolesTripCircuit DescriptionCKT Notes: Enclosure:Type 1 Mounting:FlushWires:3Mains Rating:125 A Supply From:Phases:1Mains Type:MLO Location:STUDIO 25Volts:120/208 SingleA.I.C. Rating:10 Branch Panel:P222 TYPICAL FOR APARTMENTS 225 AND 325. Notes: Total Est. Demand...84 A Receptacle4840 VA100.00%4840 VATotal Conn. Current:87 A Power10800 VA98.52%10640 VATotal Est. Demand:17,471 VA Other2489 VA80.00%1991 VATotal Conn. Load:18,129 VA Lighting0 VA0.00%0 VA Load ClassificationConnected LoadDemand FactorEstimated DemandPanel Totals Legend: Total Amps:87 A87 A Total Load:9065 VA9064 VA 2930 2728 2526 2324 2122 1920 1718 ------0 VA / 1165 VA-----13,15FAN COILS15 A260 / 1165215 AHP-1 (ROOF)14,16 11RECEPTACLE - LAUNDRY (AFCI)20 A11500 VA / 99 VA115 ALIGHTING (AFCI)12 ------4000 / 1400-----7,9RECEPTACLE - STOVE40 A24000 VA / 1400...230 ARECEPTACLE - DRYER8,10 5RECEPTACLES - LIVING ROOM (AFCI)15 A1540 / 1000120 ARECEPTACLE - MICROWAVE/VENT...6 3RECEPTACLE - FRIDGE, DINING RM...20 A1360 VA / 540 VA120 ARECEPTACLES - KITCHEN (AFCI)4 1RECEPTACLE - BATHROOM20 A1180 / 720115 ARECEPTACLES - BEDROOM (AFCI)2 CKTCircuit DescriptionTripPoles AB PolesTripCircuit DescriptionCKT Notes: Enclosure:Type 1 Mounting:FlushWires:3Mains Rating:125 A Supply From:Phases:1Mains Type:MLO Location:STUDIO 26Volts:120/208 SingleA.I.C. Rating:10 Branch Panel:P223 TYPICAL OF UNITS 311, 411, AND 511. Notes: Total Est. Demand...87 A Receptacle5380 VA100.00%5380 VATotal Conn. Current:91 A Power10800 VA98.52%10640 VATotal Est. Demand:18,155 VA Other2669 VA80.00%2135 VATotal Conn. Load:18,849 VA Lighting0 VA0.00%0 VA Load ClassificationConnected LoadDemand FactorEstimated DemandPanel Totals Legend: Total Amps:89 A92 A Total Load:9244 VA9605 VA 2930 2728 2526 2324 2122 1920 ------0 / 1165-----15,17FAN COILS15 A260 VA / 1165 VA215 AHP-1 (ROOF)16,18 13RECEPTACLE - TELECOM (AFCI)15 A1180 / 99115 ALIGHTING (AFCI)14 11RECEPTACLES - BEDROOM (AFCI)15 A1900 VA / 540 VA115 ARECEPTACLES - LIVING ROOM (AFCI)12 9RECEPTACLES - KITCHEN (AFCI)20 A1540 / 180115 ARECEPTACLE - FRIDGE10 7RECEPTACLE - MICROWAVE/VENT...20 A11000 VA / 540 VA120 ARECEPTACLES - KITCHEN (AFCI)8 ------1400 / 4000-----3,5RECEPTACLE - DRYER30 A21400 VA / 4000...240 ARECEPTACLE - STOVE4,6 1RECEPTACLE - BATHROOM20 A1180 / 1500120 ARECEPTACLE - LAUNDRY (AFCI)2 CKTCircuit DescriptionTripPoles AB PolesTripCircuit DescriptionCKT Notes: Enclosure:Type 1 Mounting:FlushWires:3Mains Rating:125 A Supply From:Phases:1Mains Type:MLO Location:STUDIO 14Volts:120/208 SingleA.I.C. Rating:10 Branch Panel:P211 TYPICAL OF APARTMENTS 204, 214, 216, 304, 312, 314, 316, 404, 412, 414, 416, 504, 512, 514, AND 516. Notes: Total Est. Demand...89 A Receptacle5740 VA100.00%5740 VATotal Conn. Current:92 A Power10800 VA98.52%10640 VATotal Est. Demand:18,515 VA Other2669 VA80.00%2135 VATotal Conn. Load:19,209 VA Lighting0 VA0.00%0 VA Load ClassificationConnected LoadDemand FactorEstimated DemandPanel Totals Legend: Total Amps:103 A78 A Total Load:11045 VA8164 VA 2930 2728 2526 2324 2122 ------1165 VA / 0 VA20 17,19HP-1 (ROOF)15 A21165 / 018 15RECEPTACLE - FRIDGE15 A1180 VA / 99 VA115 ALIGHTING (AFCI)16 ------0 / 720115 ARECEPTACLES - LIVING ROOM (AFCI)14 11,13FAN COILS15 A260 VA / 4000 VA-----9RECEPTACLE - MICROWAVE/VENT...20 A11000 / 4000240 ARECEPTACLE - STOVE10,12 7RECEPTACLES - KITCHEN (AFCI)20 A1540 VA / 540 VA120 ARECEPTACLES - KITCHEN (AFCI)8 5RECEPTACLE - LAUNDRY (AFCI)20 A11500 / 1400-----3RECEPTACLE - TELECOM (AFCI)15 A1180 VA / 1400 VA230 ARECEPTACLE - DRYER4,6 1RECEPTACLES - BEDROOM (AFCI)15 A11080 / 180120 ARECEPTACLE - BATHROOM2 CKTCircuit DescriptionTripPoles AB PolesTripCircuit DescriptionCKT Notes: Enclosure:Type 1 Mounting:FlushWires:3Mains Rating:125 A Supply From:Phases:1Mains Type:MLO Location:STUDIO 15Volts:120/208 SingleA.I.C. Rating:10 Branch Panel:P212 TYPICAL FOR APARTMENTS 215, 217, 313, 315, 317, 413, 415, 417, 513, 515, AND 517. Notes: Total Est. Demand...88 A Receptacle5560 VA100.00%5560 VATotal Conn. Current:91 A Power10800 VA98.52%10640 VATotal Est. Demand:18,335 VA Other2669 VA80.00%2135 VATotal Conn. Load:19,029 VA Lighting0 VA0.00%0 VA Load ClassificationConnected LoadDemand FactorEstimated DemandPanel Totals Legend: Total Amps:87 A95 A Total Load:9004 VA10025 VA 2930 2728 2526 2324 2122 190 VA / 1165 VA-----17RECEPTACLE - TELECOM (AFCI)15 A1180 / 1165215 AHP-1 (ROOF)18,20 15RECEPTACLE - LAUNDRY (AFCI)20 A11500 VA / 1400...-----------0 / 1400230 ARECEPTACLE - DRYER14,16 11,13FAN COILS15 A260 VA / 0 VA12 ------4000 / 99115 ALIGHTING (AFCI)10 7,9RECEPTACLE - STOVE40 A24000 VA / 1000...120 ARECEPTACLE - MICROWAVE/VENT...8 5RECEPTACLES - KITCHEN (AFCI)20 A1540 / 540120 ARECEPTACLES - KITCHEN (AFCI)6 3RECEPTACLES - LIVING ROOM (AFCI)15 A1720 VA / 180 VA115 ARECEPTACLE - FRIDGE4 1RECEPTACLE - BATHROOM20 A1180 / 900115 ARECEPTACLES - BEDROOM (AFCI)2 CKTCircuit DescriptionTripPoles AB PolesTripCircuit DescriptionCKT Notes: Enclosure:Type 1 Mounting:FlushWires:3Mains Rating:125 A Supply From:Phases:1Mains Type:MLO Location:STUDIO 16Volts:120/208 SingleA.I.C. Rating:10 Branch Panel:P213 ALSO TYPICAL FOR APARTMENTS 319. Notes: Total Est. Demand...92 A Receptacle5020 VA100.00%5020 VATotal Conn. Current:97 A Power10800 VA98.52%10640 VATotal Est. Demand:19,092 VA Other4290 VA80.00%3432 VATotal Conn. Load:20,110 VA Lighting0 VA0.00%0 VA Load ClassificationConnected LoadDemand FactorEstimated DemandPanel Totals Legend: Total Amps:97 A96 A Total Load:10155 VA9954 VA 2930 2728 2526 2324 2122 1920 170 / 1934-----------4000 VA / 1934...230 AHP-2 (ROOF)16,18 13,15RECEPTACLE - STOVE40 A24000 / 121115 ALIGHTING (AFCI)14 11RECEPTACLES - KITCHEN (AFCI)20 A1360 VA / 1000 VA120 ARECEPTACLE - MICROWAVE/VENT...12 9RECEPTACLES - BEDROOM (AFCI)15 A1540 / 360120 ARECEPTACLES - KITCHEN (AFCI)10 7RECEPTACLE - TELECOM (AFCI)15 A1180 VA / 0 VA-----5RECEPTACLE - BATHROOM20 A1180 / 120215 AFAN COILS6,8 3RECEPTACLES - HALL (AFCI)15 A11080 VA / 1400...-----1RECEPTA CLE - LAUNDRY (AFCI)20 A11500 / 1400230 ARECEPTACLE - DRYER2,4 CKTCircuit DescriptionTripPoles AB PolesTripCircuit DescriptionCKT Notes: Enclosure:Type 1 Mounting:FlushWires:3Mains Rating:125 A Supply From:Phases:1Mains Type:MLO Location:1 BR 22Volts:120/208 SingleA.I.C. Rating:10 Branch Panel:P219 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION PANEL SCHEDULES E506 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT TYPICAL FOR APARTMENTS 329 AND 429. Notes: Total Est. Demand...95 A Receptacle6460 VA100.00%6460 VATotal Conn. Current:99 A Power10600 VA98.87%10480 VATotal Est. Demand:19,731 VA Other3488 VA80.00%2791 VATotal Conn. Load:20,548 VA Lighting0 VA0.00%0 VA Load ClassificationConnected LoadDemand FactorEstimated DemandPanel Totals Legend: Total Amps:101 A95 A Total Load:10627 VA9921 VA 2930 2728 2526 2324 2122 ------1487 VA / 0 VA20 17,19HP-3 (ROOF)20 A21487 / 0-----15LIGHTING (AFCI)15 A1154 VA / 180 VA215 AFAN COILS16,18 13RECEPTACLE - BATHROOM20 A1180 / 720115 ARECEPTACLES - BEDROOM (AFCI)14 11RECEPTACLE - BATHROOM20 A1180 VA / 900 VA115 ARECEPTACLES - BEDROOM/HALL...12 ------1300 / 180115 ARECEPTACLE - TELECOM (AFCI)10 7,9RECEPTACLE - DRYER30 A21300 VA / 720 VA115 ARECEPTACLES - LIVING ROOM (AFCI)8 5RECEPTACLE - LAUNDRY (AFCI)20 A11500 / 4000-----3RECEPTACLE - MICROWAVE/VENT...20 A11000 VA / 4000...240 ARECEPTACLE - STOVE4,6 1RECEPTACLES - KITCHEN (AFCI)20 A1540 / 720120 ARECEPTACLES - KITCHEN (AFCI)2 CKTCircuit DescriptionTripPoles AB PolesTripCircuit DescriptionCKT Notes: Enclosure:Type 1 Mounting:FlushWires:3Mains Rating:125 A Supply From:Phases:1Mains Type:MLO Location:2 BR 32Volts:120/208 SingleA.I.C. Rating:10 Branch Panel:P229 TYPICAL FOR APARTMENTS 330 AND 430. Notes: Total Est. Demand...92 A Receptacle5920 VA100.00%5920 VATotal Conn. Current:95 A Power10600 VA98.87%10480 VATotal Est. Demand:19,038 VA Other3297 VA80.00%2638 VATotal Conn. Load:19,817 VA Lighting0 VA0.00%0 VA Load ClassificationConnected LoadDemand FactorEstimated DemandPanel Totals Legend: Total Amps:103 A85 A Total Load:10987 VA8830 VA 2930 2728 2526 2324 2122 1920 170 / 1487-----15LIGHTING (AFCI)15 A1143 VA / 1487 VA220 AHP-3 (ROOF)16,18 13RECEPTACLE - BATHROOM20 A1180 / 720115 ARECEPTACLES - BEDROOM (AFCI)14 11RECEPTACLES - LIVING ROOM (AFCI)15 A1540 VA / 180 VA115 ARECEPTACLE - TELECOM (AFCI)12 ------4000 / 540120 ARECEPTACLES - KITCHEN (AFCI)10 7,9RECEPTACLE - STOVE40 A24000 VA / 1000...120 ARECEPTACLE - MICROWAVE/VENT...8 5RECEPTACLES - BEDROOM (AFCI)15 A1720 / 540120 ARECEPTACLES - KITCHEN (AFCI)6 3RECEPTACLE - BATHROOM20 A1180 VA / 1300 VA-----1RECEPTACLE - LAUNDRY (AFCI)20 A11500 / 1300230 ARECEPTACLE - DRYER2,4 CKTCircuit DescriptionTripPoles AB PolesTripCircuit DescriptionCKT Notes: Enclosure:Type 1 Mounting:FlushWires:3Mains Rating:125 A Supply From:Phases:1Mains Type:MLO Location:2 BR 33Volts:120/208 SingleA.I.C. Rating:10 Branch Panel:P230 TYPICAL FOR APARTMENTS 321, 431, AND 531. Notes: Total Est. Demand...92 A Receptacle5920 VA100.00%5920 VATotal Conn. Current:96 A Power10600 VA98.87%10480 VATotal Est. Demand:19,147 VA Other3433 VA80.00%2747 VATotal Conn. Load:19,953 VA Lighting0 VA0.00%0 VA Load ClassificationConnected LoadDemand FactorEstimated DemandPanel Totals Legend: Total Amps:90 A100 A Total Load:9406 VA10547 VA 2930 2728 2526 2324 ------1487 / 022 19,21HP-3 (ROOF)20 A21487 VA / 0 VA20 ------0 / 180115 ARECEPTACLE - TELECOM (AFCI)18 15,17FAN COILS15 A2180 VA / 0 VA16 13RECEPTACLE - BATHROOM20 A1180 / 99115 ALIGHTING (AFCI)14 ------4000 VA / 720 VA115 ARECEPTACLES - BEDROOM (AFCI)12 9,11RECEPTACLE - STOVE40 A24000 / 720115 ARECEPTACLES - LIVING ROOM (AFCI)10 7RECEPTACLES - KITCHEN (AFCI)20 A1360 VA / 1000 VA120 ARECEPTACLE - MICROWAVE/VENT...8 5RECEPTACLES - KITCHEN (AFCI)20 A1540 / 1300-----3RECEPTACLE - LAUNDRY (AFCI)20 A11500 VA / 1300...230 ARECEPTACLE - DRYER4,6 1RECEPTACLE - BATHROOM20 A1180 / 720115 ARECEPTACLES - BEDROOM (AFCI)2 CKTCircuit DescriptionTripPoles AB PolesTripCircuit DescriptionCKT Notes: Enclosure:Type 1 Mounting:FlushWires:3Mains Rating:125 A Supply From:Phases:1Mains Type:MLO Location:2 BR 34Volts:120/208 SingleA.I.C. Rating:10 Branch Panel:P231 TYPICAL FOR APARTMENTS 332, 432, AND 532. Notes: Total Est. Demand...98 A Receptacle5380 VA100.00%5380 VATotal Conn. Current:104 A Power10600 VA98.87%10480 VATotal Est. Demand:20,374 VA Other5643 VA80.00%4514 VATotal Conn. Load:21,623 VA Lighting0 VA0.00%0 VA Load ClassificationConnected LoadDemand FactorEstimated DemandPanel Totals Legend: Total Amps:103 A105 A Total Load:10671 VA10952 VA 2930 2728 2526 2324 ------1487 / 022 19,21HP-3 (ROOF)20 A21487 VA / 0 VA20 ------0 / 1165-----15,17FAN COILS15 A260 VA / 1165 VA215 AHP-1 (ROOF)16,18 ------1300 / 99115 ALIGHTING (AFCI)14 11,13RECEPTACLE - DRYER30 A21300 VA / 1500...120 ARECEPTACLE - LAUNDRY (AFCI)12 ------4000 / 180115 ARECEPTACLE - FRIDGE (AFCI)10 7,9RECEPTACLE - STOVE40 A24000 VA / 720 VA115 ARECEPTACLES - LIVING ROOM (AFCI)8 5RECEPTACLES - KITCHEN (AFCI)20 A1540 / 1000120 ARECEPTACLE - MICROWAVE/VENT...6 3RECEPTACLE - TELECOM (AFCI)15 A1180 VA / 540 VA120 ARECEPTACLES - KITCHEN (AFCI)4 1RECEPTACLE - BATHROOM20 A1180 / 720115 ARECEPTACLES - BEDROOM (AFCI)2 CKTCircuit DescriptionTripPoles AB PolesTripCircuit DescriptionCKT Notes: Enclosure:Type 1 Mounting:FlushWires:3Mains Rating:125 A Supply From:Phases:1Mains Type:MLO Location:STUDIO 35Volts:120/208 SingleA.I.C. Rating:10 Branch Panel:P232 TYPICAL FOR UNITS 333, 433, AND 533. Notes: Total Est. Demand...87 A Receptacle5380 VA100.00%5380 VATotal Conn. Current:90 A Power10600 VA98.87%10480 VATotal Est. Demand:17,995 VA Other2669 VA80.00%2135 VATotal Conn. Load:18,649 VA Lighting0 VA0.00%0 VA Load ClassificationConnected LoadDemand FactorEstimated DemandPanel Totals Legend: Total Amps:92 A86 A Total Load:9684 VA8965 VA 2930 2728 2526 2324 2122 1920 ------1165 / 4000-----15,17HP-1 (ROOF)15 A21165 VA / 4000...240 ARECEPTACLE - STOVE16,18 ------0 / 180115 ARECEPTACLE - TELECOM (AFCI)14 11,13FAN COILS15 A260 VA / 1000 VA120 ARECEPTACLE - MICROWAVE/VENT...12 9RECEPTACLES - LIVING ROOM (AFCI)20 A1540 / 99115 ALIGHTING (AFCI)10 7RECEPTACLE - FRIDGE, KITCHEN...20 A1360 VA / 1300 VA-----5RECEPTACLE - LAUNDRY (AFCI)20 A11500 / 1300230 ARECEPTACLE - DRYER6,8 3RECEPTACLES - KITCHEN (AFCI)20 A1540 VA / 540 VA120 ARECEPTACLES - KITCHEN (AFCI)4 1RECEPTACLES - BEDROOM (AFCI)15 A1720 / 180120 ARECEPTACLE - BATHROOM2 CKTCircuit DescriptionTripPoles AB PolesTripCircuit DescriptionCKT Notes: Enclosure:Type 1 Mounting:FlushWires:3Mains Rating:125 A Supply From:Phases:1Mains Type:MLO Location:STUDIO 36Volts:120/208 SingleA.I.C. Rating:10 Branch Panel:P233 TYPICAL FOR APARTMENTS 334, 434, AND 534. Notes: Total Est. Demand...92 A Receptacle5200 VA100.00%5200 VATotal Conn. Current:97 A Power10600 VA98.87%10480 VATotal Est. Demand:19,112 VA Other4290 VA80.00%3432 VATotal Conn. Load:20,090 VA Lighting0 VA0.00%0 VA Load ClassificationConnected LoadDemand FactorEstimated DemandPanel Totals Legend: Total Amps:103 A88 A Total Load:10955 VA9134 VA 2930 2728 2526 2324 2122 1920 170 / 1934-----------0 VA / 1934 VA230 AHP-2 (ROOF)16,18 13,15FAN COILS15 A2120 / 121115 ALIGHTING (AFCI)14 11RECEPTACLES - BEDROOM (AFCI)15 A1540 VA / 180 VA115 ARECEPTACLE - TELECOM (AFCI)12 ------4000 / 540120 ARECEPTACLES - KITCHEN (AFCI)10 7,9RECEPTACLE - STOVE40 A24000 VA / 1000...120 ARECEPTACLE - MICROWAVE/VENT...8 5RECEPTACLES - HALL, LIV ROOM...15 A1720 / 720120 ARECEPTACLES - KITCHEN (AFCI)6 ------1300 VA / 180 VA120 ARECEPTACLE - BATHROOM4 1,3RECEPTACLE - DRYER30 A21300 / 1500120 ARECEPTACLE - LAUNDRY (AFCI)2 CKTCircuit DescriptionTripPoles AB PolesTripCircuit DescriptionCKT Notes: Enclosure:Type 1 Mounting:FlushWires:3Mains Rating:125 A Supply From:Phases:1Mains Type:MLO Location:1 BR 37Volts:120/208 SingleA.I.C. Rating:10 Branch Panel:P234 TYPICAL FOR APARTMENTS 326 AND 426. Notes: Total Est. Demand...79 A Receptacle5560 VA100.00%5560 VATotal Conn. Current:80 A Power10600 VA98.87%10480 VATotal Est. Demand:16,368 VA Other410 VA80.00%328 VATotal Conn. Load:16,570 VA Lighting0 VA0.00%0 VA Load ClassificationConnected LoadDemand FactorEstimated DemandPanel Totals Legend: Total Amps:76 A83 A Total Load:7860 VA8710 VA 2930 2728 2526 2324 2122 1920 1718 ------0 VA / 180 VA115 ARECEPTACLE - TELECOM (AFCI)16 13,15FAN COILS15 A2120 / 014 11RECEPTACLES - BEDROOM (AFCI)15 A11080 VA / 110 VA120 A12 9RECEPTACLES - LIVING ROOM (AFCI)15 A1720 / 180120 ARECEPTACLE - BATHROOM10 7RECEPTACLE - LAUNDRY (AFCI)20 A11500 VA / 1300...-----------4000 / 1300230 ARECEPTACLE - DRYER6,8 3,5RECEPTACLE - STOVE40 A24000 VA / 540 VA120 ARECEPTACLES - KITCHEN (AFCI)4 1RECEPTACLES - KITCHEN (AFCI)20 A1540 / 1000120 ARECEPTACLES - KITCHEN (AFCI)2 CKTCircuit DescriptionTripPoles AB PolesTripCircuit DescriptionCKT Notes: Enclosure:Type 1 Mounting:FlushWires:3Mains Rating:125 A Supply From:Phases:1Mains Type:MLO Location:1 BR 29Volts:120/208 SingleA.I.C. Rating:10 Branch Panel:P226 TYPICAL FOR APARTMENTS 327 AND 427. Notes: Total Est. Demand...91 A Receptacle5920 VA100.00%5920 VATotal Conn. Current:95 A Power10600 VA98.87%10480 VATotal Est. Demand:19,020 VA Other3275 VA80.00%2620 VATotal Conn. Load:19,795 VA Lighting0 VA0.00%0 VA Load ClassificationConnected LoadDemand FactorEstimated DemandPanel Totals Legend: Total Amps:93 A97 A Total Load:9668 VA10127 VA 2930 2728 2526 2324 2122 1920 ------0 / 1487-----15,17FAN COILS15 A2180 VA / 1487 VA220 AHP-3 (ROOF)16,18 13RECEPTACLES - BEDROOM (AFCI)20 A1180 / 121115 ALIGHTING (AFCI)14 11RECEPTACLES - BEDROOM (AFCI)15 A1540 VA / 720 VA115 ARECEPTACLES - BEDROOM (AFCI)12 9RECEPTACLE - LAUNDRY (AFCI)20 A11500 / 1300-----7RECEPTACLES - LIVING ROOM (AFCI)15 A1900 VA / 1300 VA230 ARECEPTACLE - DRYER8,10 ------4000 / 360120 ARECEPTACLES - KITCHEN (AFCI)6 3,5RECEPTACLE - STOVE40 A24000 VA / 1000...120 ARECEPTACLE - MICROWAVE/VENT...4 1RECEPTACLE - BATHROOM20 A1180 / 540120 ARECEPTACLES - KITCHEN (AFCI)2 CKTCircuit DescriptionTripPoles AB PolesTripCircuit DescriptionCKT Notes: Enclosure:Type 1 Mounting:FlushWires:3Mains Rating:125 A Supply From:Phases:1Mains Type:MLO Location:2 BR 30Volts:120/208 SingleA.I.C. Rating:10 Branch Panel:P227 TYPICAL FOR APARTMENTS 328 AND 428. Notes: Total Est. Demand...94 A Receptacle6280 VA100.00%6280 VATotal Conn. Current:98 A Power10600 VA98.87%10480 VATotal Est. Demand:19,568 VA Other3510 VA80.00%2808 VATotal Conn. Load:20,390 VA Lighting0 VA0.00%0 VA Load ClassificationConnected LoadDemand FactorEstimated DemandPanel Totals Legend: Total Amps:104 A90 A Total Load:10983 VA9407 VA 2930 2728 2526 2324 ------1487 / 022 19,21HP-3 (ROOF)20 A21487 VA / 0 VA20 ------0 / 180115 ARECEPTACLE - TELECOM (AFCI)18 15,17FAN COILS15 A2180 VA / 0 VA16 13RECEPTACLE - BATHROOM20 A1180 / 176115 ALIGHTING (AFCI)14 ------4000 VA / 720 VA115 ARECEPTACLES - BEDROOM (AFCI)12 9,11RECEPTACLE - STOVE40 A24000 / 720120 A10 7RECEPTACLES - KITCHEN (AFCI)20 A1540 VA / 1000 VA120 ARECEPTACLE - MICROWAVE/VENT...8 5RECEPTACLES - HALL, LIV ROOM...15 A1720 / 720115 ARECEPTACLES - BEDROOM (AFCI)6 3RECEPTACLE - BATHROOM20 A1180 VA / 1300 VA-----1Receptacle20 A11500 / 1300230 ARECEPTACLE - DRYER2,4 CKTCircuit DescriptionTripPoles AB PolesTripCircuit DescriptionCKT Notes: Enclosure:Type 1 Mounting:FlushWires:3Mains Rating:125 A Supply From:Phases:1Mains Type:MLO Location:2 BR 31Volts:120/208 SingleA.I.C. Rating:10 Branch Panel:P228 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION PANEL SCHEDULES E507 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT Notes: Total Est. Demand...88 A Receptacle5560 VA100.00%5560 VATotal Conn. Current:91 A Power10600 VA98.87%10480 VATotal Est. Demand:18,224 VA Other2730 VA80.00%2184 VATotal Conn. Load:18,890 VA Lighting0 VA0.00%0 VA Load ClassificationConnected LoadDemand FactorEstimated DemandPanel Totals Legend: Total Amps:89 A93 A Total Load:9205 VA9685 VA 2930 2728 2526 2324 2122 1920 17RECEPTACLE BALCONY20 A1180 / 1165-----------0 VA / 1165 VA215 AHP-1 (ROOF)16,18 13,15FAN COILS15 A2120 / 100115 ALIGHTING (AFCI)14 ------1300 VA / 180 VA115 ARECEPTACLE - TELECOM (AFCI)12 9,11RECEPTACLE - DRYER30 A21300 / 720115 ARECEPTACLES - BEDROOM (AFCI)10 ------4000 VA / 1500...120 ARECEPTACLE - LAUNDRY (AFCI)8 5,7RECEPTACLE - STOVE40 A24000 / 180120 ARECEPTACLE - BATHROOM6 3RECEPTACLES - KITCHEN (AFCI)20 A1540 VA / 1000 VA120 ARECEPTACLE - MICROWAVE/VENT...4 1RECEPTACLES - LIVING ROOM (AFCI)15 A1900 / 540120 ARECEPTACLES - KITCHEN (AFCI)2 CKTCircuit DescriptionTripPoles AB PolesTripCircuit DescriptionCKT Notes: Enclosure:Type 1 Mounting:FlushWires:3Main s Rating:125 A Supply From:Phases:1Mains Type:MLO Location:1 BR 128Volts:120/208 SingleA.I.C. Rating:10 Branch Panel:P530 ALSO TYPICAL FOR APARTMENT 522. Notes: Total Est. Demand...96 A Receptacle6100 VA100.00%6100 VATotal Conn. Current:101 A Power10600 VA98.87%10480 VATotal Est. Demand:20,021 VA Other4302 VA80.00%3441 VATotal Conn. Load:21,002 VA Lighting0 VA0.00%0 VA Load ClassificationConnected LoadDemand FactorEstimated DemandPanel Totals Legend: Total Amps:100 A101 A Total Load:10427 VA10574 VA 2930 2728 2526 2324 2122 190 VA / 1934 VA-----17LIGHTING (AFCI)15 A1133 / 1934230 AHP-2 (ROOF)18,20 15RECEPTACLE - PATIO15 A1180 VA / 0 VA-----13RECEPTACLE - TELECOM (AFCI)15 A1180 / 120215 AFAN COILS14,16 11RECEPTACLE - MICROWAVE/VENT...20 A11000 VA / 4000...-----9RECEPTACLE - BATHROOM20 A1180 / 4000240 ARECEPTACLE - STOVE10,12 7RECEPTACLES - BEDROOM (AFCI)15 A1720 VA / 1300 VA-----5RECEPTACLE - LAUNDRY (AFCI)20 A11500 / 1300230 ARECEPTACLE - DRYER6,8 3RECEPTACLES - KITCHEN (AFCI)20 A1360 VA / 1080 VA115 ARECEPTACLES - HALL, LIV ROOM...4 1RECEPTACLES - KITCHEN (AFCI)20 A1540 / 540120 ARECEPTACLES - KITCHEN (AFCI)2 CKTCircuit DescriptionTripPoles AB PolesTripCircuit DescriptionCKT Notes: Enclosure:Type 1 Mounting:FlushWires:3Mains Rating:125 A Supply From:Phases:1Mains Type:MLO Location:1 BR 91Volts:120/208 SingleA.I.C. Rating:10 Branch Panel:P422 Notes: Total Est. Demand...83 A Receptacle6460 VA100.00%6460 VATotal Conn. Current:84 A Power10600 VA98.87%10480 VATotal Est. Demand:17,226 VA Other357 VA80.00%286 VATotal Conn. Load:17,417 VA Lighting0 VA0.00%0 VA Load ClassificationConnected LoadDemand FactorEstimated DemandPanel Totals Legend: Total...81 A86 A86 A Total Load:8457 VA8960 VA8960 VA 2930 2728 2526 2324 2122 1920 ------0 VA / 0 VA115 ALIGHTING (AFCI)18 15,17FAN COILS15 A2180 VA / 4000...-----13RECEPTACLE - MICROWAVE/VEN...20 A11000 / 4000240 ARECEPTACLE - STOVE14,16 11RECEPTACLE - PATIO15 A10 VA / 0 VA120 ARECEPTACLES - KITCHEN (AFCI)12 9RECEPTACLES - BEDROOM (AFCI)15 A10 VA / 0 VA115 ARECEPTACLES - HALL, LIV ROOM...10 7RECEPTACLE - BATHROOM20 A10 / 0115 ARECEPTACLES - BEDROOM (AFCI)8 ------0 VA / 0 VA120 ARECEPTACLE - BATHROOM6 3,5RECEPTACLE - DRYER30 A21300 VA / 150...120 ARECEPTACLE - LAUNDRY (AFCI)4 1RECEPTACLES - KITCHEN (AFCI)20 A1360 / 360120 ARECEPTACLES - KITCHEN (AFCI)2 CKTCircuit DescriptionTripPoles ABC PolesTripCircuit DescriptionCKT Notes: Enclosure:Type 1 Mounting:FlushWires:3Mains Rating:125 A Supply From:Phases:1Mains Type:MLO Location:2 BR 127Volts:120/208 SingleA.I.C. Rating:10 Branch Panel:P527 ALSO TYPICAL FOR APARTMENT 520. Notes: Total Est. Demand...98 A Receptacle7180 VA100.00%7180 VATotal Conn. Current:102 A Power10600 VA98.87%10480 VATotal Est. Demand:20,469 VA Other3511 VA80.00%2809 VATotal Conn. Load:21,291 VA Lighting0 VA0.00%0 VA Load ClassificationConnected LoadDemand FactorEstimated DemandPanel Totals Legend: Total Amps:103 A101 A Total Load:10744 VA10547 VA 2930 2728 2526 2324 210 / 1487-----------0 VA / 1487 VA220 AHP-3 (ROOF)20,22 17,19FAN COILS15 A2180 / 177115 ALIGHTING (AFCI)18 15RECEPTACLE - PATIO15 A1180 VA / 180 VA115 ARECEPTACLE - TELECOM (AFCI)16 13RECEPTACLES - BEDROOM (AFCI)15 A11080 / 180120 ARECEPTACLE - BATHROOM14 11RECEPTACLE - LAUNDRY (AFCI)20 A11500 VA / 1300...-----9RECEPTACLES - HALL, LIV ROOM...15 A1720 / 1300230 ARECEPTACLE - DRYER10,12 7RECEPTACLE - MICROWAVE/VENT...20 A11000 VA / 4000...-----5RECEPTACLES - KITCHEN (AFCI)20 A1540 / 4000240 ARECEPTACLE - STOVE6,8 3RECEPTACLES - KITCHEN (AFCI)20 A1540 VA / 360 VA120 ARECEPTACLES - KITCHEN (AFCI)4 1RECEPTACLE - BATHROOM20 A1180 / 900115 ARECEPTACLES - BEDROOM (AFCI)2 CKTCircuit DescriptionTripPoles AB PolesTripCircuit DescriptionCKT Notes: Enclosure:Type 1 Mounting:FlushWires:3Mains Rating:125 A Supply From:Phases:1Mains Type:MLO Location:2 BR 90Volts:120/208 SingleA.I.C. Rating:10 Branch Panel:P420 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET D R R R R D E E Pendent Sprinkler W/Guard Check Valve Double Check Valve OS&Y Gate Valve Upright Sprinkler W/Guard 100Node Number Sidewall Sprinkler Concealed Pendent Sprinkler Upright Sprinkler Dry Sidewall Sprinkler Concealed Sidewall Sprinkler LEGEND Connect to Existing Residential Sidewall Sprinkler Residential Concealed Sidewall Sprinkler Residential Pendent Sprinkler Residential Concealed Pendent Sprinkler Dry Pendent Sprinkler Pendent Sprinkler Extended Coverage Sidewall Sprinkler Extended Coverage Concealed Sidewall Sprinkler Ball Valve or Curb Valve Butterfly Valve Existing (Half Tone) Extended Coverage Concealed Pendent Sprinkler E GENERAL 1. Provide a complete wet pipe fire sprinkler system per the latest edition of NFPA 13, applicable codes, and the specifications. 2. Sprinkler design is performance based. Contractor shall design system subject to approval by AHJ, perform all hydraulic calculations, and submit stamped working drawings. 3. Submit product data for valves, sprinklers, specialties, and alarms. 4. Occupancy: A. Light Hazard: a. 1st floor amenity space and residential levels are light hazard. B. Ordinary Hazard Group 1 a. Parking 126 b. Storage 123B, 124B, 130 c. Telecom 118 d. Trash room 116 e. Water service room 105 f. Commercial Tenant 119 5. Installation shall be made with piping run level, plumb and square to building structure in a neat manner. Changes in direction shall be made with proper pipe fittings. 6. The sprinkler layout, sizing, and routing are diagrammatic to represent the scope of work. Piping shown is illustrative of intended piping locations. Contractor shall field determine all sprinkler locations, positions, pipe routing, sizing, and accessories to provide a fully sprinklered building. 7. Comply with NFPA 13, 26, and 70. 8. Use UL listed and labeled and FM approved pipe and fittings. 9. Comply with the fire code of New York State section 901.7 systems out of service. Notify fire department and code enforcement official. 10. Provide supervision of valves and flow switches. 11. Means shall be provided downstream of all backflow prevention valves for flow tests at system demand 12. The contractor shall arrange for all necessary hydrant flow tests and system inspections with the city of Ithaca. 13. Concealed spaces shall be sprinklered on floors 2-5. CEILINGS 1. Ceiling type and heights are noted on the architectural drawings. Contractor shall verify ceiling and sprinkler installation details prior to final design of system. 2. Conceal sprinkler piping above suspended ceiling as indicated and wherever space permits. Center sprinklers in ceiling tiles as closely as possible. Minimum distance from grid to sprinkler is 6". 3. Provide concealed sprinklers in all finished ceilings. cover , escutcheon sprinkler and exposed piping color to be coordinated with Architecture and ID drawings. PIPING 1. The architect/engineer/owner shall be notified of conflicts in sprinkler system location prior to installation of conflicting elements. 2. Paint all exposed piping & fittings. Clean pipe surface free of excess oils, pipe joint compound, and debris to accept painting. Apply two coats of color selected by owner. 3. All trapped piping shall be fitted with a plugged outlet for draining. Provide drain valves wherever necessary to permit complete drainage of system. 4. Provide inspector test connections for testing and drainage purposes as required by NFPA 13. 5. Provide hangers and seismic restraint per NFPA 13 throughout. 6. All piping penetrations through masonry walls and floors shall be core drilled. Vacuum drilling bases shall be used to prevent damage to the walls. 7. Fire seal all pipe penetrations through fire rated partitions and floors at both ends with elastomer fire caulk. 8. Furnish and install split, chrome plated steel, floor and ceiling plates for all exposed pipe penetrations through walls and ceilings. STANDPIPES DURING CONSTRUCTION 1. In buildings required to have standpipes, not less than one standpipe shall be provided for use during construction. Such standpipes shall be installed prior to construction exceeding 40 feet in height above the lowest level of fire department vehicle access. 2. Such standpipe shall be provided with fire department hose connections at accessible locations adjacent to usable stairways. 3. Such standpipes shall be extended as construction progresses to within one floor of the highest point of construction having secured decking or flooring ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" NOTES, SCHEDULES & LEGEND FP001 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT FIRE PROTECTION NOTES The following are the documentation requirements for Fire Sprinkler Systems as required by the Fire Code of NYS and the City of Ithaca Fire Department. Three copies of each of the required documents need to be submitted: 1 for the Ithaca Fire Department, 1 for the Ithaca Building Department, and 1 copy that will be returned to the contractor after the installation permit has been approved. A. Working Plansshall be drawn to an indicated scale, on sheets of uniform size, with a plan of each floor, and shall show those items from the following list that pertain to the design of the system: (1) Name of owner and occupant. (2) Location, including street address. (3) Point of compass. (4) Full height cross section, or schematic diagram, including structural member information if required for clarity and including ceiling construction and method of protection for nonmetallic piping. (5) Location of partitions. (6) Location of fire walls. (7) Occupancy class of each area or room. (8) Location and size of concealed spaces, closets, attics, and bathrooms. (9) Any small enclosures in which no sprinklers are to be installed. (10) Size of city main in street and whether dead end or circulating; if dead end, direction and distance to nearest circulating main; and city main test results and system elevation relative to test hydrant (see A.23.1.8). (11) Other sources of water supply, with pressure or elevation. (12) Make, type, model, and nominal K‐factor of sprinklers including sprinkler identification number. (13) Temperature rating and location of high temperature sprinklers. (14) Total area protected by each system on each floor. (15) Number of sprinklers on each riser per floor. (16) Total number of sprinklers on each dry pipe system, preaction system, combined dry pipe‐preaction system, or deluge system. (17) Approximate capacity in gallons of each dry pipe system. (18) Pipe type and schedule of wall thickness. (19) Nominal pipe size and cutting lengths of pipe (or center to center dimensions). Where typical branch lines prevail, it shall be necessary to size only one typical line. (20) Location and size of riser nipples. (21) Type of fittings and joints and location of all welds and bends. The contractor shall specify on drawing any sections tobe shop welded and the type of fittings or formations to be used. (22) Type and locations of hangers, sleeves, braces, and methods of securing sprinklers when applicable. (23) All control valves, check valves, drain pipes, and test connections. (24) Make, type, model, and size of alarm or dry pipe valve. (25) Make, type, model, and size of preaction or deluge valve. (26) Kind and location of alarm bells. (27) Size and location of standpipe risers, hose outlets, hand hose, monitor nozzles, and related equipment. (28) Private fire service main sizes, lengths, locations, weights, materials, point of connection to city main; the sizes, types and locations of valves, valve indicators, regulators, meters, and valve pits; and the depth that the top of the pipe is laid below grade. (29) Piping provisions for flushing. (30) Where the equipment is to be installed as an addition to an existing system, enough of the existing system indicated on the plans to make all conditions clear. (31) For hydraulically designed systems, the information on the hydraulic data nameplate. (32) A graphic representation of the scale used on all plans. (33) Name and address of contractor. (34) Hydraulic reference points shown on the plan that correspond with comparable reference points on the hydraulic calculation sheets. (35) The minimum rate of water application (density or flow or discharge pressure), the design area of water application, in‐rack sprinkler demand, and the water required for hose streams both inside and outside. (36) The total quantity of water and the pressure required noted at a common reference point for each system. (37) Relative elevations of sprinklers, junction points, and supply or reference points. (38) If room design method is used, all unprotected wall openings throughout the floor protected. (39) Calculation of loads for sizing and details of sway bracing. (40) The setting for pressure reducing valves. (41) Information about backflow preventers (manufacturer, size, type). (42) Information about antifreeze solution used (type and amount). (43) Size and location of hydrants, showing size and number of outlets and if outlets are to be equipped with independent gate valves. Whether hose houses and equipment are to be provided, and by whom, shall be indicated. Static and residual hydrants that were used in flow tests shall be shown. (44) Size, location, and piping arrangement of fire department connections. (45) Ceiling/roof heights and slopes not shown in the full height cross section. (46) Edition year of NFPA 13 that the sprinkler system is designed to. B. Water Supply Capacity Information. The following information shall be included: (1) Location and elevation of static and residual test gauge with relation to the riser reference point (2) Flow location (3) Static pressure, psi (bar) (4) Residual pressure, psi (bar) (5) Flow, gpm (L/min) (6) Date (7) Time (8) Test conducted by or information supplied by (9) Other sources of water supply, with pressure or elevation C. Hydraulic calculationsshall be prepared on form sheets that include a summary sheet, detailed worksheets, and a graph sheet. The hydraulic summary sheet shall contain the following information, where applicable: (1) Date (2) Location (3) Name of owner and occupant (4) Building number or other identification (5) Description of hazard (for storage applications, the commodity classification, storage height, and rack configuration shall be included) (6) Name and address of contractor or designer (7) Name of approving agency (8) System design requirements, as follows: (a) Design area of water application, ft2 (m2) (b) Minimum rate of water application (density), gpm/ft2 (mm/min). Where sprinklers are listed with minimum water applicationin gpm (L/min) or pressure in psi (bar), the minimum rate of water application shall be indicated in gpm (L/min) or pressure, psi (bar). (c) Area per sprinkler, ft2 (m2) (9) Total water requirements as calculated, including allowance for inside hose, outside hydrants, and water curtain and exposure sprinklers (10) Allowance for in‐rack sprinklers, gpm (L/min) (11) Limitations (dimension, flow, and pressure) on extended coverage or other listed special sprinklers The Detailed worksheets or computer printout sheets shall contain the following information: (1) Sheet number (2) Sprinkler description and discharge constant (K) (3) Hydraulic reference points (4) Flow in gpm (L/min) (5) Pipe size (6) Pipe lengths, center to center of fittings (7) Equivalent pipe lengths for fittings and devices (8) Friction loss in psi/ft (bar/m) of pipe (9) Total friction loss between reference points (10) In-rack sprinkler demand balanced to ceiling demand (11) Elevation head in psi (bar) between reference points (12) Required pressure in psi (bar) at each reference point (13) Velocity pressure and normal pressure if included in calculations (14) Notes to indicate starting points or reference to other sheets or to clarify data shown (15) Diagram to accompany gridded system calculations to indicate flow quantities and directions for lines with sprinklers operating in the remote area (16) Combined K-factor calculations for sprinklers on drops, armovers, or sprigs where calculations do not begin at the sprinkler Sprinkler system components shall be listed and approved for the purpose for which they are installed. All underground connections, above ground piping, and in building piping shall be inspected, hydrostatically tested, and flushed per the requirements of NFPA 13 and the Fire Code of New York State. Ithaca Fire Department shall perform all inspections. The Ithaca Fire Departmentshall witness all flushing of piping, and testing of alarm devices. All hydrostatic testing shall be performed prior to any sprinkler piping being concealed by walls, ceilings, or other obstructions from visual inspection. The Ithaca Fire Department, prior to the underground service being concealed, shall witness hydrostatic testing and flushing of underground water services. Upon completion of the installation, the contractor shall submit a written statement to the Ithaca Fire Department that the system has been installed in accordance with approved plans and tested in accordance with the manufacturer’s specifications, and the appropriate NYS and NFPA requirements. CITY OF ITHACA DOCUMENTATION REQUIREMENTS TEST DATE: 11/03/2016 HYDRANT FLOWED: G-92 CORN AND STATE FIELD FLOW: 1300 GPM CALCULATED FLOW @ 20 PSI: 1409 GPM HYDRANT GAUGED: G-92 CORNER OF CORN AND STATE STATIC: 92 PSI RESIDUAL: 30 PSI CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AN UPDATED HYDRANT FLOW TEST TO CONFIRM FLOWS AND PRESSURES. HYDRANT FLOW DATA 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 1 FDC PROVIDE CHASE WITH ACCESS PANEL COMBINED SPRINKLER/ STANDPIPE. PROVIDE DRAIN TO PARKING GARAGE. STANDPIPE 8' - 6 3/8" 8' - 5 1/2" 8' - 4 1/16" 7' - 11 15/16" 8' - 6 13/16" TYPICAL BRANCH LINES IN PARKING GARAGE 2" SPKD2" SPKD 4" SPKD 4" SPKD 2" SPKD 2" SPKD 4" SPKD FP101 GENERAL NOTES: 1. ALL DRY SPRINKLER MAINS SHALL HAVE A MINIMUM SLOPE OF 1/4" / 10'. ALL DRY SPRINKLER BRANCHES SHALL HAVE A MINIMUM SLOPE OF 1/2" / 10' 2. PROVIDE BALL DRIP AT ALL LOW POINTS OF DRY SYSTEM. 3. MINIMUM CLEARANCE ABOVE FINISHED FLOOR IN GARAGE FOR ALL SPRINKLER PIPING, FITTINGS AND SPRINKLER HEADS SHALL BE 7' 6" 4. PROVIDE DRY SPRINKLER SYSTEM IN ALL UNCONDITIONED AREAS 9' - 2 1/16" PROVIDE BALL DRIP 6" SPKW 6" SPKW 4" SPKW 4" SPKW 4" SPKD STANDPIPE PROVIDE DRY SPRINKLER VALVE COMPRESSOR ON WALL BELOW SPRINKLER PIPING. ELECTRIC ROOM 122 COMMERCIAL TENANT SPACE 119 UTILITY CORRIDOR 117 TELECOM ROOM 118 NORTH STAIR STORAGE 124B EAST STAIR 123 STORAGE 123B EXIT CORRIDOR 125 STORAGE 130 BELOW LANDING BELOW LANDING BELOW LANDING BELOW LANDING BELOW LANDING 8' - 8" 8' - 8" DRY SPRINKLER BELOW CEILING / 1FP401 / 1FP401 / 1FP404 / 1FP404/ 1FP403 / 1FP403 / 1FP402 / 1FP402 / 1FP405 / 1FP405 PARKING 126 PROVIDE 0.25 GPM/SF OVER DIESEL GENERATOR PER NFPA 13 22.27.1.17 CONTRACTOR TO VERIFY WITH ITHACA FIRE DEPARTMENT IF SPRINKLERS SHOULD BE OMITTED IN ELECTRIC ROOM 122 PER NFPA 13 8.15.11.2 E E 1 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 3/32" = 1'-0" 1ST FLOOR CEILING PLAN FP101 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 3/32" = 1'-0" 1 1ST FLOOR SPRINKELR CEILING PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET UNIT C1 201 UNIT A1 202 UNIT A2 203 UNIT A3 204 UNIT A4 205 UNIT D1 206 UNIT D2 207 UNIT D3 208 UNIT B1 209 UNIT D4 210 UNIT A5 211 UNIT A6 212 UNIT A7 213 UNIT A6 214 UNIT A7 215 UNIT A6 216 UNIT A8 217 UNIT D5 218 UNIT B2 219 UNIT D7 221 UNIT A9 222 UNIT A10 223 UNIT A9 224 UNIT B3 226 UNIT D8 227 UNIT D9 228 UNIT D10 229 UNIT D11 230 UNIT D12 231 UNIT A11 232 UNIT A12 233 UNIT C2 234 TELECOM 236 UNIT D6 220 EAST STAIR TRASH ROOM 235 ELEVATOR LOBBY 238 SOUTH CORRIDOR 240 COMBINED SPRINKLER/ STANDPIPE STANDPIPE 2 1/2" SPKW6" SPKW 6" SPKW 6" SPKW 2" SPKW 2 1/2" SPKW STANDPIPE NORTH CORRIDOR 239 ELEC/DATA 237 CENTRAL STAIR ELEV 2 ELEV 1 2 FP201 TYP. APARTMENT LAYOUT 8' - 5" PROVIDE DRY SIDE WALL SPRINKLER FOR BALCONY ABOVE. TYPICAL FOR ALL INSTANCES 8' - 11 1/2" 8' - 4 1/2" 8' - 0" UNIT A10 225 NORTH STAIR TYP. APARTMENT LAYOUT 8' - 4 1/2" 8' - 4 1/2" TYP. APARTMENT LAYOUT 8' - 0" 7' - 10"8' - 0" 8' - 0" 7' - 10" 7' - 10" 8' - 0" 7' - 10"8' - 0" 7' - 10" 7' - 10" 8' - 0" 7' - 10" 8' - 0" 8' - 0" 8' - 0" 7' - 10" 8' - 0" 7' - 10" 8' - 0" OFFSET BELOW DUCTWORK OFFSET ABOVE DUCTWORK INTO JOIST SPACE OFFSET DOWN BELOW DUCTWORK BRANCHES OFFSET ABOVE DUCTWORK BRANCHES SPRINKLER RUN PARALLEL WITH TRUSSES 11 1 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 3/32" = 1'-0" 2ND FLOOR CEILING PLAN FP102 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 3/32" = 1'-0" 1 2ND FLOOR SPRINKELR CEILING PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET UNIT C1 301 UNIT A1 302 UNIT A2 303 UNIT A3 304 UNIT A4 305 UNIT D1 306UNIT D2 307 UNIT D3 308 UNIT B1 309 UNIT D4 310 UNIT A5 311 UNIT A6 312 UNIT A7 313 UNIT A6 314 UNIT A7 315 UNIT A6 316 UNIT A8 317 UNIT D5 318 UNIT B2 319 UNIT D7 321 UNIT A13 322 UNIT A14 323 UNIT A14 325 UNIT B3 326 UNIT D8 327 UNIT D9 328 UNIT D10 329 UNIT D11 330 UNIT D12 331 UNIT A11 332 UNIT A12 333 UNIT C2 334 TELECOM 336 UNIT D6 320 EAST STAIR CENTRAL STAIR NORTH STAIR TRASH ROOM 335 ELEVATOR LOBBY 338 SOUTH CORRIDOR 340 ? ? NORTH CORRIDOR 338 COMBINED SPRINKLER/ STANDPIPE 2 1/2" SPKW 2 1/2" SPKW 2" SPKW STANDPIPE STANDPIPE PROVIDE RECESSED SPRINKLER HEAD IN TRASH CHUTE ON 1ST, 3RD AND 5TH FLOORSELEC/DATA 337 ELEV 2 ELEV 1 2 FP201 UNIT A13 324 OFFSET ABOVE DUCTWORK BRANCHES SPRINKLER RUN PARALLEL WITH TRUSSES ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 3/32" = 1'-0" 3RD FLOOR CEILING PLAN FP103 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 3/32" = 1'-0" 1 THIRD FLOOR SPRINKLER CEILING PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET UNIT C1 401 UNIT A1 402 UNIT A2 403 UNIT A3 404 UNIT A4 405 UNIT D1 406 UNIT D2 407 UNIT D3 408 UNIT B1 409 UNIT D4 410 UNIT A5 411 UNIT A6 412 UNIT A7 413 UNIT A6 414 UNIT A7 415 UNIT A6 416 UNIT A8 417 UNIT D5 418 UNIT D13 420 UNIT B4 422 UNIT A15 423 UNIT A13 424 UNIT A14 425 UNIT B3 426 UNIT D8 427 UNIT D9 428UNIT D10 429 UNIT D11 430 UNIT D12 431 UNIT A11 432 UNIT A12 433 UNIT C2 434 TELECOM 436 EAST STAIR CENTRAL STAIR NORTH STAIR TRASH ROOM 435 ELEVATOR LOBBY 438 NORTH CORRIDOR 439 SOUTH CORRIDOR 440 COMBINED SPRINKLER/ STANDPIPE STANDPIPE STANDPIPE 2 1/2" SPKW 2 1/2" SPKW 2" SPKW ELEV 2 ELEV 1 ELEC/DATA 437 2 FP201 OFFSET ABOVE DUCTWORK BRANCHES SPRINKLER RUN PARALLEL WITH TRUSSES ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 3/32" = 1'-0" 4TH FLOOR CEILING PLAN FP104 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 3/32" = 1'-0" 1 FOURTH FLOOR SPRINKLER CEILING PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET UNIT C1 501 UNIT A1 502 UNIT A2 503 UNIT A3 504 UNIT A4 505 UNIT D1 506 UNIT D2 507 UNIT D3 508 UNIT B1 509 UNIT D4 510 UNIT A5 511 UNIT A6 512 UNIT A7 513 UNIT A6 514 UNIT A7 515 UNIT A6 516 UNIT A8 517 UNIT D5 518 UNIT D13 520 UNIT B4 522 UNIT A15 523 UNIT A13 524 UNIT A14 525 UNIT D14 527 UNIT B5 530 UNIT D12 531 UNIT A11 532 UNIT A12 533 UNIT C2 534 TELECOM 536 TRASH ROOM 535 ELEVATOR LOBBY 538 NORTH CORRIDOR 539 SOUTH CORRIDOR 540 COMBINED SPRINKLER/ STANDPIPE STANDPIPE STANDPIPE 2 1/2" SPKW 2 1/2" SPKW 2" SPKW 2 1/2" SPKW 2 FP201 ELEV 2 ELEV 1 CENTRAL STAIR NORTH STAIR ELEC/DATA 537 EAST STAIR OFFSET ABOVE DUCTWORK BRANCHES SPRINKLER RUN PARALLEL WITH TRUSSES PROVIDE RECESSED SPRINKLER HEAD IN TRASH CHUTE ON 1ST, 3RD AND 5TH FLOORS ELEV 2 ELEV 1 2 FP201 DHW R101 CENTRAL STAIR ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 3/32" = 1'-0" 5TH FLOOR AND PENTHOUSE CEILING PLAN FP105 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 3/32" = 1'-0" 1 FIFTH FLOOR SPRINKLER CEILING PLAN 3/32" = 1'-0" 2 ROOF SPRINKLER CEILING PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 6" SPKW 4" SPKD 4" SPKW 6" SPKW 4" SPKW TO FDC 6" SPKW TO FIRST FLOOR SPRINKLER TO DRY SYSTEM TO COMBINED SPRINKLER/ STANDPIPE TO EAST STAIR STANDPIPE TO NORTH STAIR STANDPIPE TO DOMESTIC SERVICE RPZ OVERFLOW RPZ-1 DCVA-1 DCVA-2 WATER METER 4" CW 3" CW 1 1/2" CW 4" CW 4" CW 6" CW 6" CW 6" SPKW TO FIRST FLOOR AMENITY SPACES 8" 1 / 8 " / 1 ' 0 " 4" CW 3" CW DRY VALVE 2ND FLOOR 12' -0" 3RD FLOOR 22' -0" 4TH FLOOR 32' -0" 5TH FLOOR 42' -0" ROOF 52' -0" 2ND FLOOR 406.54 3RD FLOOR 22' -0" 4TH FLOOR 32' -0" 5TH FLOOR 42' -0" ROOF 52' -0" ELEV SHAFT ROOF 55' -11" EXIST. FINISHED FLOOR 395.95 2ND FLOOR 406.54' 3RD FLOOR 416.54' 4TH FLOOR 426.54' 5TH FLOOR 436.54' ROOF 446.54' 2ND FLOOR 406.54' 3RD FLOOR 416.54' 4TH FLOOR 426.54' 5TH FLOOR 436.54' ROOF 446.54' ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" DETAILS FP201 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1SPRINKLER COMBINED SERVICE 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1/4" = 1'-0" 2 CENTRAL STAIR DETAIL 1 4" SPKW FDC COMBINED SPRINKLER/STANDPIPE NORTH STAIR STANDPIPE EAST STAIR STANDPIPE 6" SPKW 6" SPKW 4" SPKD 2" SPKD 4" SPKD 4" SPKD 4" SPKW 4" SPKW 2 1/2" SPKW 2 1/2" SPKW 2 1/2" SPKW 2ND FLR CONTROL VALVE EAST STAIR STANDPIPE NORTH STAIR STANDPIPE 4" SPKW TO COMMERCIAL TENANT SPACE FROM DCVA-2 OFFSET AROUND BEAM OFFSET AROUND BEAM OFFSET AROUND BEAM OFFSET AROUND BEAM OFFSET AROUND BEAM OFFSET AROUND BEAM RISER DRAIN, DISCHARGE TO PARKING 4" SPKW COMBINED SPRINKLER/STANDPIPE NORTH STAIR STANDPIPE EAST STAIR STANDPIPE 2 1/2" SPKW 2 1/2" SPKW 2 1/2" SPKW 2 1/2" SPKW 2 1/2" SPKW 2 1/2" SPKW 2 1/2" SPKW 2 1/2" SPKW 2 1/2" SPKW 2 HOSE VALVES FOR TESTING ROOF HOSE VALVE FLOORS 3-5 CONTROL VALVES ROOF HOSE VALVE2 1/2" SPKW OFFSET AROUND DUCT WORK SHUT OFF SHUTOFF ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION ISOMETRICS FP301 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1SPRINKLER ISOMETRIC -1ST AND 2ND FLR 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 2SPRINKLER ISOMETRIC -FLOORS 3-5 AND ROOF 1 COMBINED SPRINKLER/ STANDPIPE / 1FP402 / 1FP405 / 1FP405 / 1FP404 / 1FP403 9' - 0" 9' - 0" 10' - 0" 9' - 0" ELECTRIC ROOM 122 TRASH ROOM 116 EXIT CORRIDOR 114 ELEVATOR LOBBY 106 8' - 2 1/8" 8' - 0 1/2" 8' - 0" 8' - 1 1/16" CENTRAL STAIR ELEV 1 ELEV 22 FP201 BELOW LANDING ELEVATOR PIT 4" SPKD 6" SPKW6" SPKW 4" SPKW TO DRY SYSTEM UP TO SECOND FLOOR TO EAST AND NORTH STAIR STANDPIPE NORTH STAIR STORAGE 124B 8' - 8" 10' - 5 1/2" 8' - 8" / 1FP404 / 1FP402 / 1FP402 ERV-6 ERV-8 / 1FP403 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 1ST FLOOR CORE ENLARGED PLAN FP401 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 1ST FLOOR SPRINKlLER CEILING PLAN -CORE 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 / 1FP403 / 1FP401 / 1FP403 8' - 1 1/16" EXIT CORRIDOR 125 EAST STAIR 123 STORAGE 130 8' - 9" 8' - 6 15/16" 8' - 1 1/8" UTILITY CORRIDOR 117 TELECOM ROOM 118 8' - 8" 8' - 8"8' - 8" BELOW LANDING BELOW LANDING STORAGE 123B / 1FP401 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 1ST FLOOR EAST ENLARGED PLAN FP402 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 1ST FLOOR SPRINKlLER CEILING PLAN -EAST 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 FDC 9' - 0" 9' - 0" 10' - 0" 10' - 0" LEASING OFFICE 104 COMMERCIAL TENANT SPACE 119 2 FP201 VESTIBULE 100 6" SPKW6" SPKW 4" SPKW 4" SPKW CENTER ON PIER, ALIGN WITH RPZ OUTLET DRAIN / 1FP404 / 1FP402 / 1 FP401 WATER SERVICE ROOM 105 LOBBY 101 / 1FP404 FC-7 FC-9 / 1FP401 4" SPKW 6" SPKW 6" SPKW 4" SPKW 4" SPKD 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 1ST FLOOR SOUTH ENLARGED PLAN FP403 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 1ST FLOOR SPRINKlLER CEILING PLAN -SOUTH 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET FDC FITNESS CENTER 108 YOGA STUDIO 109 PET SPA 110 RESTROOM 112 RESTROOM 113 BICYCLE ROOM 115 PET RELIEF AREA 111 RESIDENT LOUNGE 107 PACKAGE ROOM 102 MAIL ROOM 103 LOBBY 101 9' - 0" 10' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 8' - 2"8' - 2" 8' - 6" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 10' - 0" 9' - 0" 9' - 0" 10' - 0" 10' - 0" 10' - 0" 9' - 0" 8' - 6" 9' - 0" 10' - 0" 9' - 0" 9' - 0" 8' - 2" 9' - 0" 9' - 0" 10' - 0" TRASH ROOM 116 EXIT CORRIDOR 114 ELEVATOR LOBBY 106 8' - 0" CENTRAL STAIR ELEV 1 ELEV 2 LEASING OFFICE 104 2 FP201 BELOW LANDING ELEVATOR PIT LOCATED SPRINKLER DEFLECTOR 1" BELOW 2"X6" CEILING FEATURE VESTIBULE 100 4" SPKD / 1FP402 WATER SERVICE ROOM 105 LOBBY 101 FC-7 FC-9 FC-6 FC-5 ERV-5ERV-7ERV-6 ERV-8 / 1FP401 / 1FP401 / 1FP403 / 1FP403 4" SPKW 6" SPKW 6" SPKW 4" SPKW 4" SPKD ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 1ST FLOOR WEST ENLARGED PLAN FP404 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 1ST FLOOR SPRINKlLER CEILING PLAN -WEST PROVIDE RECESSED SPRINKLER HEAD IN TRASH CHUTE 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 1 / 1FP401 8' - 2 1/8" 8' - 6 3/8"8' - 5 1/2" NORTH STAIR STORAGE 124B 10' - 5 1/2" 8' - 8" 8' - 8" / 1FP401 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 1ST FLOOR NORTH ENLARGED PLAN FP405 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 1ST FLOOR SPRINKlLER CEILING PLAN -NORTH 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 20210315 - 430-444 West State MLK Street - Arch and ID Set.pdf NORTH CORN STREET WEST STATE / MLK STREET THAYER APPLIANCE STORE STATE STREET DINER NAPA AUTO PARTS STORE CONCRETE WALK CONCRETE WALK WEST SENECA STREET DN UP PROPERTY LINE EXISTING STRUCTURES TO BE DEMOLISHED EXISTING MASONRY WALLS TO REMAIN 11'-6 7/8" 50'-8 1/2" (V.I.F.) ZONE B-2D ZONE CBD-52 70'-3 3/8" D1 D1 D6 D2 D2 D3 D3 D4 D5 D5 D5 D5 D3 D3 D7 D7 D2 D2 D2 D2 D8 D8 D8 D8 D8 D8 D8 1 A100.1 4 A100.1 3 A100.1 2 A100.1 5 A100.1 70'-6" (V.I.F.) 1. ALL DEBRIS TO BE REMOVED FROM SITE AND LEGALLY DISPOSED OF. 2. THE SOUTH AND WEST FACADES OF THE MAMA GOOSE STORE ARE TO REMAIN. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR THE TEMPORARY SUPPORT OF THESE FACADES DURING DEMOLITION AND CONSTRUCTION. 3. PROTECT ALL EXISTING ADJACENT BUILDINGS DURING DEMOLITION WORK. 4. OBTAIN APPROVAL FOR AND DISCONNECT ALL UTILITIES BEFORE THE START OF CONSTRUCTION. 5. AT EXISTING FACADES TO REMAIN, REMOVE ALL EXISTING WINDOWS AND DOORS, ASSURING THAT EXISTING MASONRY OPENINGS ARE UNDAMAGED. 6. CONTRACTOR TO OBTAIN ALL REQUIRED DEMOLITION AND OTHER PERMITS. ALL WORK TO BE DONE IN STRICT COMPLIANCE WITH ALL NEW YORK STATE AND CITY OF ITHACA CODES. 7. ALL HAZARDOUS MATERIALS TO BE ABATED BEFORE CONSTRUCTION BEGINS AS REQUIRED BY NEW YORK STATE AND CITY OF ITHACA CODES AND ORDINANCES. 8. THIS DOCUMENT IS INTENDED TO SHOW GENERAL AREAS OF DEMOLITION ONLY. THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING ALL DEMOLITIONON REQUIRED TO BUILD THE BUILDING SHOWN ON THE CONSTRUCTION DOCUMENTS. 9. CONSULT STRUCTURAL DOCUMENTS REGARDING THE NEED TO REMOVE EXISTING FOOTINGS (FOUNDATIONS) WHERE EXISTING BUILDINGS ARE BEING DEMOLISHED. ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 3/32" = 1'-0" DEMOLITION PLAN A100 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT DEMO KEYNOTES DEMO NOTES D1BEFORE PROCEEDING WITH DEMOLITION WORK CONTRACTOR TO BRACE EXISTING FACADE TO SUPPORT IT DURING CONSTRUCTION D2HATCHED AREA IS THE EXISTING BUILDING TO BE DEMOLISHED D3REMOVE EXISTING PAVING AND SITE CONCRETE D4CAREFULLY REMOVE EXISTING FIRE ESCAPES WITHOUT DAMAGING EXISTING MASONRY D5REMOVE EXISTING FENCE AND LOWER AREA TO GRADE D6PORTION OF MAMA GOOSE BACK ALLEY FACADE TO REMAIN IS 12.5' D7REMOVE EXISTING CURB CUTS D8CONSULT STRUCTURAL DOCUMENTS REGARDING THE NEED TO REMOVE EXISTING FOOTINGS (FOUNDATIONS) WHERE EXISTING BUILDINGS ARE BEING DEMOLISHED 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1. ALL DEBRIS TO BE REMOVED FROM SITE AND LEGALLY DISPOSED OF. 2. THE SOUTH AND WEST FACADES OF THE MAMA GOOSE STORE ARE TO REMAIN. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR THE TEMPORARY SUPPORT OF THESE FACADES DURING DEMOLITION AND CONSTRUCTION. 3. PROTECT ALL EXISTING ADJACENT BUILDINGS DURING DEMOLITION WORK. 4. OBTAIN APPROVAL FOR AND DISCONNECT ALL UTILITIES BEFORE THE START OF CONSTRUCTION. 5. AT EXISTING FACADES TO REMAIN, REMOVE ALL EXISTING WINDOWS AND DOORS, ASSURING THAT EXISTING MASONRY OPENINGS ARE UNDAMAGED. 6. CONTRACTOR TO OBTAIN ALL REQUIRED DEMOLITION AND OTHER PERMITS. ALL WORK TO BE DONE IN STRICT COMPLIANCE WITH ALL NEW YORK STATE AND CITY OF ITHACA CODES. 7. ALL HAZARDOUS MATERIALS TO BE ABATED BEFORE CONSTRUCTION BEGINS AS REQUIRED BY NEW YORK STATE AND CITY OF ITHACA CODES AND ORDINANCES. 8. THIS DOCUMENT IS INTENDED TO SHOW GENERAL AREAS OF DEMOLITION ONLY. THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING ALL DEMOLITIONON REQUIRED TO BUILD THE BUILDING SHOWN ON THE CONSTRUCTION DOCUMENTS. 9. CONSULT STRUCTURAL DOCUMENTS REGARDING THE NEED TO REMOVE EXISTING FOOTINGS (FOUNDATIONS) WHERE EXISTING BUILDINGS ARE BEING DEMOLISHED. REMOVE EXISTING STRUCTURES & FOUNDATIONS REMOVE EXISTING RAMP & RAILINGS REMOVE EXISTING PLATFORM & RAILINGS REMOVE EXISTING STEPS & RAILINGS 3'-0" REMOVE BRICK AS NECESSARY FOR ENLARGED STOREFRONT OPENING (SEE NEW PLANS & ELEVATIONS) REMOVE ALL GLAZING, TRIM & FRAMING PRESERVE & REPAIR ENTIRE MASONRY WALL & BRICKWORK REMOVE EXISTING STOREFRONTS, AWNINGS & DOORS REMOVE EXISTING FIRE STAIRS & ATTACHMENTS REMOVE EXISTING STRUCTURES & FOUNDATIONS NEIGHBORING STRUCTURES ON ADJACENT LOTS REMOVE EXISTING STRUCTURES & FOUNDATIONS REMOVE EXISTING FIRE STAIRS & ATTACHMENTS REMOVE EXISTING STRUCTURES & FOUNDATIONS NEIGHBORING STRUCTURES ON ADJACENT LOTS ± 11'-6 7/8" (V.I.F.) ± 39'-1 3/4" (V.I.F.) PRESERVE & REPAIR ENTIRE MASONRY WALL & BRICKWORK DEMOLISH EXISTING STRUCTURE & FOUNDATION REMOVE EXISTING STRUCTURES & FOUNDATIONS NEIGHBORING STRUCTURES ON ADJACENT LOTS REMOVE EXISTING RAMP & RAILINGS REMOVE EXISTING PLATFORM & RAILINGS PRESERVE & REPAIR ENTIRE MASONRY WALL & BRICKWORK ON SOUTH FACADE REMOVE EXISTING AWNINGS REMOVE EXISTING STRUCTURES & FOUNDATIONS REMOVE EXISTING PLATFORM & RAILINGS REMOVE ALL GLAZING, TRIM & FRAMINGPRESERVE & REPAIR ENTIRE MASONRY WALL & BRICKWORK REMOVE EXISTING AWNINGS REMOVE EXISTING FIRE STAIRS & ATTACHMENTS NEIGHBORING STRUCTURES ON ADJACENT LOTS REMOVE ALL WOOD & MASONRY INFILL FROM FRAMED OPENINGS REMOVE CELLAR DOOR AND INFILL WITH MASONRY TO MATCH REMOVE EXISTING GAS METERS REMOVE EXISTING PIV AND BOLLARDS REMOVE EXISTING FLOOR ASSEMBLIES REMOVE EXISTING FLOOR & ROOF ASSEMBLIES REMOVE ALL GLAZING, TRIM & FRAMING PRESERVE & REPAIR ENTIRE MASONRY WALL & BRICKWORK REMOVE EXTERIOR ATTACHMENTS (STAIRS, AWNINGS, ETC) (V.I.F.) 1'-5 7/8" 6" REMOVE PORTION OF FOUNDATION REQUIRED TO ACCOMODATE NEW FLOOR SLAB -SEE PRESERVE & REPAIR STONE FOUNDATION /1A507 REMOVE EXTERIOR CONCRETE ELEMENTS ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION As indicated DEMOLITION ELEVATIONS/SECTIONS A100.1 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT DEMO KEYNOTES DEMO NOTES D1BEFORE PROCEEDING WITH DEMOLITION WORK CONTRACTOR TO BRACE EXISTING FACADE TO SUPPORT IT DURING CONSTRUCTION D2HATCHED AREA IS THE EXISTING BUILDING TO BE DEMOLISHED D3REMOVE EXISTING PAVING AND SITE CONCRETE D4CAREFULLY REMOVE EXISTING FIRE ESCAPES WITHOUT DAMAGING EXISTING MASONRY D5REMOVE EXISTING FENCE AND LOWER AREA TO GRADE D6PORTION OF MAMA GOOSE BACK ALLEY FACADE TO REMAIN IS 12.5' D7REMOVE EXISTING CURB CUTS D8CONSULT STRUCTURAL DOCUMENTS REGARDING THE NEED TO REMOVE EXISTING FOOTINGS (FOUNDATIONS) WHERE EXISTING BUILDINGS ARE BEING DEMOLISHED 1/8" = 1'-0" 1 DEMOLITION -SOUTH ELEVATION 1/8" = 1'-0" 2 DEMOLITION -NORTH ELEVATION 1/8" = 1'-0" 3 DEMOLITION -EAST ELEVATION 1/8" = 1'-0" 4 DEMOLITION -WEST ELEVATION 1/4" = 1'-0" 5 TYP. WALL TO REMAIN -SECTION 1 103.11.2021100% CONSTRUCTION DOCUMENT SET UP FD FD FD FDFD UP UP MMMMMMM 1 A202 2 A202 2 A201 1 A201 L1 L2 L3 L4 L7 L7 L8 L8 LELH LLLNLPLQLR 1 A205 1 A205 LI L10 L10 L6 L6 LJ L12.1 L12.1 LM LK LK LB LB LA LA LD LDLO L13.2 L13.2 L14.1L14.1 L15 L15 L9 L9 LF ELECTRIC ROOM 122 COMMERCIAL TENANT SPACE 119 CENTRAL STAIR ELEV 1 ELEV 2 EXIT CORRIDOR 125 FULL 12 8'-6"x18' ADA 13 8'-6"x18' ADA 14 8'-6"x18' FULL 15 8'-6"x18' FULL 16 8'-6"x18' FULL 17 8'-6"x18' FULL 18 8'-6"x18' FULL 19 8'-6"x18' FULL 20 8'-6"x18' FULL 21 8'-6"x18' FULL 22 8'-6"x18' FULL 23 8'-6"x18' FULL 24 8'-6"x18' FULL 25 8'-6"x18' FULL 26 8'-6"x18' FULL 27 8'-6"x18' FULL 28 8'-6"x18' FULL 29 8'-6"x18' FULL 30 8'-6"x18' FULL 32 8'-6"x18' FULL 31 8'-6"x18' FULL 33 8'-6"x18' FULL 34 8'-6"x18' FULL 35 8'-6"x18' FULL 37 8'-6"x18' FULL 36 8'-6"x18' FULL 38 8'-6"x18' FULL 39 8'-6"x18' FULL 40 8'-6"x18' FULL 41 8'-6"x18' FULL 42 8'-6"x18' FULL 43 8'-6"x18' FULL 44 8'-6"x18' FULL 45 8'-6"x18' FULL 46 8'-6"x18' FULL 47 8'-6"x18' FULL 48 8'-6"x18' FULL 49 8'-6"x18' PROPERTY LINE PROPERTY LINE PROPERTY LINE L12.2 7'-6"12'-0 1/2"4'-3 1/2"22'-0 7/8"11'-1" 11'-1"17'-1 5/8"23'-5 3/8"27'-0"27'-0"26'-10 5/8" 23'-0 1/2"25'-11 7/8"23'-6"25'-6 3/4"10 3/8"23'-4 1/8"30'-4 1/2"30'-0 3/4" 15'-9 3/4"3'-9 3/8"9'-4 3/8"4'-11 5/8"12'-7 1/4" 1'-3 1/2" 6'-2 1/2"12'-0 1/2"4'-3 1/2" 10'-6 7/8"21'-8"4'-9 3/4"27'-0"27'-0"27'-0"27'-6 3/8"29'-0" 158'-10 7/8" 10'-6 1/2"21'-8"4'-9 3/4"6'-8 1/4"5'-4 1/4" 65'-0 3/4" 10 3/4" 6'-4 1/4" 1'-9 1/8"(VIF) 2'-9 5/8" 8 1/2" 10'-5 1/8" 3/8" /1A403 /1A404 /1A403 /1A402 /1A404 /1A405 /1A404 /1A401 LG.1 YOGA STUDIO 109 PET SPA 110 RESIDENT LOUNGE 107 PET RELIEF AREA 111 WATER SERVICE ROOM 105 LEASING OFFICE 104 PACKAGE ROOM 102 EXIT CORRIDOR 114 RESTROOM 113 RESTROOM 112 BICYCLE ROOM 115 MAIL ROOM 103 ELEVATOR LOBBY 106 LOBBY 101 TRASH ROOM 116 1 A204 1 A204 3 A205 3 A205 2 A204 2 A204 L14.2 L14.2 L13.1 L13.1 L5.114'-8 3/8"27'-0"27'-0"27'-6 3/8"29'-10 3/4" L11 L16 LG.2 LC LC SEE DEMO DRWG EXISTING MAMA GOOSE FACADE STORAGE 130 STORAGE 123B STORAGE 124B EAST STAIR TELECOM ROOM 118 UTILITY CORRIDOR 117 FULL 3 8'-6"x18' FULL 2 8'-6"x18' FULL 4 8'-6"x18' FULL 5 8'-6"x18' FULL 1 8'-6"x18' FULL 6 8'-6"x18' FULL 7 8'-6"x18' FULL 8 8'-6"x18' FULL 9 8'-6"x18' FULL 10 8'-6"x18' FULL 11 8'-6"x18' 2 A205 2 A205 FITNESS CENTER 108 P2 P2 P2 P2 P1 P3 P4 P5 P6 P7 P8 P8 P2 NORTH STAIR SEE DEMO DWG EXISTING MAMA GOOSE FACADE P9 P3 12'-7 1/4" 4'-11 5/8" 9'-4 3/8" 3'-9 3/8" 15'-9 3/4" 9'-7 3/8" 59'-2" 65'-1 1/2" 68'-6 1/2" 13'-5 1/8"19'-4 1/2"13'-5 1/8"4'-1 1/8" 126'-1 1/2" 46'-2 5/8" 23'-0 1/2"25'-11 7/8"23'-6" SEE DEMO DRWGS EXISTING MAMA GOOSE FACADE15'-7 1/4"9'-0"3'-1 3/8"9'-5 1/8"6'-1 3/8"3'-0"17'-0 3/4" 1'-10 7/8" 6'-8 1/4"18'-7 7/8" 27'-3"11'-2 1/2"72'-9 3/4"65'-1 1/2" 7'-5 3/8" 10'-6 1/4" 2'-7 7/8" 12'-4" 12'-4 1/4" 3'-6" 4'-6 3/8" 12'-4" 2'-10 3/8" 16'-4 5/8" 5'-2 3/4"17'-11 7/8" 3'-9 3/4" INFILL WITH MASONRY TO MATCH EXISTING -V.I.F. P22 P22 P22 P22 74'-10 7/8" 5 2 ' 6 3 / 8 " 1 0 ' 3 1 / 2 " 1 2 ' 4 7 / 8 " 5 3/4" 8 " 8" 2 1 / 8 " 1'-3 1/8" 2'-4 1/2"21'-6 1/8" 3'-1 3/8" 9'-1 1/4" 3'-1 3/8" 8'-8"3'-4" 1'-3 1/8" 6'-1 3/4" 1'-3 1/8" 3'-4 1/2"10'-6 5/8" 1'-7" 10'-4 1/4" 1'-7 3/4"1'-8 1/8" 6'-1 3/4" 1'-8 1/4" 3'-4"8'-8"3'-4" 1'-3 1/8" 6'-1 3/4" 1'-3 1/8" 3'-4"8'-8"3'-4 1/2" 2'-9 1/2" (VIF) 50'-6"136'-3 1/2" 186'-9 3/8" 1.ALL EXPOSED STEEL COLUMNS IN THE GARAGE TO BE ENCASED IN CONCRETE TO ACHIEVE A 3 HOUR FIRE RATING.ALL OTHER STEEL COLUMNS TO BE PROVIDED WITH A 3 HOUR FIRE RATED GYPSUM BOARD ENCLOSURE OR SPRAY ON FIREPROOFING, SEE DETAIL 6 AND 7 ON SHEET A-510. ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N As indicated 1ST FLOOR PLAN A101 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT PLAN KEYNOTES P1STANDBY GENERATOR P2CONCRETE FILLED STEEL BOLLARD(S), SEE DETAIL X/A500 P3ACCESS VEHICLE CONTROL BARRIER GATE, LIFTMASTER MAT W/ 10FT ARM P4STORAGE LOCKERS P5TRASH COMPACTOR, MINI-MAC MODEL BY MARATHON 5A P6TRASH COMPACTOR TRASH BIN, MINI MAC MODEL BY MARATHON 5A P7FDC CONNECTION, SEE FIRE PROTECTION DWGS P8PATIO, CONCRETE PLINTH W/ PLANTERS & PRECAST CONCRETE BENCHES, SEE LANDSCAPE DRWGS P9WOOD SLAT FENCE P10PAINTED STEEL + GLASS CANOPY P11RECYCLING CHUTE WITH 15% PADDED OFFSET @ BOTTOM BY CHUTES INTERNATIONAL P12RECESSED FIRE EXTINGUISHER CABINET W/GLASS DOOR P13REAR DRAIN TOILET, Units 211-216 only P14CUSTOM MILLWORK RECESSED SHELF AT TYPE 5C BATHROOMS ONLY, SEE SHEET 5B/A602 P15FACTORY PAINTED ALUMINUM SUN SCREEN LOUVERS P16ROOF DECK DRAIN, SEE PLUMBING DRWGS P17PAINTED STEEL GUARDRAIL P18GENERATOR EXHAUST SHAFT, SEE MECH. DWGS P19MIN. 24" WIDE ALUM. OR GALV. STL. LADDER (U200 BY UPNOVR OR SIMILAR) P20SURFACE MOUNTED FIRE EXTINGUISHER CABINET W/ GLASS DOOR P21INTERIOR WINDOW, SEE WINDOW SCHEDULE P22ALL COLUMNS TO BE 3HR FIRE RATED SEE DETAILS ON SHEET A510 P23MANIFOLD/WATER METER WALL-MOUNTED 30"x30" PTD ACCESS PANEL, FRAMELESS, BOTTOM SILL MOUNTED AT 9" A.F.F. IN ALL BATHROOMS (BEHIND DOOR SWING), HALLWAYS (CENTERED ON WALL) AND CLOSET (AT CORNER) LOCATIONS. TYPICAL UNITS SHOWN AT 2ND FLOOR ENLARGED PLAN. ANY CONFLICTS TO BE COORDINATED WITH ARCHITECT. PLAN NOTES 1 1 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 SD SD SD SD SD OS SDSD SD SD OS SD OS OS OS OS SD OS OS OS OS SD OS SD OS PS SD YOGA STUDIO 109 PET RELIEF AREA 111 BICYCLE ROOM 115 ELEVATOR LOBBY 106 TRASH ROOM 116 WATER SERVICE ROOM 105 LEASING OFFICE 104 CENTRAL STAIR ELECTRIC ROOM 122 PARKING 126 EXIT CORRIDOR 125 UTILITY CORRIDOR 117 TELECOM ROOM 118 COMMERCIAL TENANT SPACE 119 PACKAGE ROOM 102 MAIL ROOM 103 LOBBY 101 RESIDENT LOUNGE 107 PET SPA 110 RESTROOM 112 RESTROOM 113 EXIT CORRIDOR 114 SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS /1A403_R /1A404_R /1 A403_R /1 A402_R /1 A404_R /1 A405_R /1A404_R /1A401_R SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS ELEV 2 ELEV 1 FITNESS CENTER 108 EAST STAIR 123 STORAGE 123B STORAGE 124B STORAGE 130 CATENARY CABLE FOR SUSPENDED LIGHTS SEE ELEC. & MECH. DWGS NORTH STAIR SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS RIGID POLYISO INSULATION PANELS EQ EQ EQEQ VESTIBULE 100 EXPOSED CONCRETE CEILING SLAB 1/2" GYPSUM BOARD CEILING, PTD; HT 8'-2" AFF 1/2" GYPSUM BOARD CEILING, PTD; HT 9'-0" AFF 1/2" GYPSUM BOARD CEILING, PTD; HT 8'-6" AFF 1/2" GYPSUM BOARD CEILING, PTD; HT 10'-0" AFF WOOD SLAT (OR FINISH) CEILING; SECURILY ATTACHED TO GWB; SEE ID-ELEVATIONS 1. SEE INTERIOR ELEVATIONS AND DETAILS FOR ADDITIONAL INFORMATION. 2. ALL SPRINKLER HEADS IN AMENITY SPACES TO BE CONCEALED. CONFIRM ALL LOCATIONS AND FINISHES W/ INTERIOR DESIGNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 3. ALL SLOT DIFFUSER IN AMENITY SPACES TO BE MUD-IN TYPE UNLESS NOTED OTHERWISE. COORDINATE LENGTHS AND LOCATIONS AS INDICATED IN THESE RCPS. VERIFY LENGTHS IN FIELD TO MEET DESIGN INTENT PRIOR TO INSTALLATION. 4. ALL CONDUIT FOR CEILING MOUNTED FIXTURES OR DEVICES IN AREAS WITH EXPOSED CONCRETE CEILINGS SHALL BE CAST IN CONCRETE SLAB FOR CONCEALMENT. CONDUIT FOR FLOOR MOUNTED POWER, PHONE AND DATA RECEPTACLES SHALL BE CAST IN SLAB. 5. PROVIDE CONTROL JOINTS IN SUSPENDED GYPSUM BOARD CEILING AS SHOWN AND/OR AS REQ'D BY CEILING CONSTRUCTION. LOCATIONS SHALL BE SUBMITTED FOR REVIEW & APPROVAL BY INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. ALIGN WALL & CEILING CONTROL JOINTS, TYPICAL. 6. CONTRACTOR SHALL PROVIDE ACCESS PANELS (MUD-IN TYPE) IN SUSPENDED GYP BOARD CEILING OR AS SHOWN ON ID, ARCH & MEP DRAWINGS AND/OR AS REQ'D TO SERVICE MEP/FP SYSTEMS & EQUIPMENT. LOCATIONS IN AMENITY SPACES CURRENTLY NOT SHOWN ON ID DRAWINGS SHALL BE SUBMITTED FOR REVIEW & APPROVAL BY INTERIOR DESIGNER, ARCHITECT & OWNER PRIOR TO INSTALLATION. 7. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS, ETC. FOR ALL CEILING MOUNTED ACCESS PANELS, CEILING TRIM, LIGHT FIXTURES, WINDOW TREATMENTS & OTHER EQUIPMENT OR DEVICES AS REQ'D. 8. REFER TO ID DRAWINGS FOR LIGHT FIXTURE LOCATIONS. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPE, SWITCHING & LAMPING. ANY POSSIBLE DISCREPANCIES W/ ID DWGS TO BE COORDINATED AND CONFIRMED W/ INTERIOR DESIGNER PRIOR TO INSTALLATION. 9. REFER TO INTERIOR DRAWINGS FOR ADD'L CEILING FINISH INFORMATION. 10. INSTALL ALL INSULATION PER MANUFACTURER'S INSTRUCTIONS. CONTRACTOR TO HAVE INSTRUCTIONS AVAILABLE FOR INSPECTION. 11. FOR ALL PENDANTS IN AMENITY SPACES, CONFIRM FINAL HEIGHTS W/ INTERIOR DESIGNER AND OWNER IN FIELD PRIOR TO INSTALLATION. 12. ALL CAMERA LOCATIONS AND FINISHES TO BE COORDINATED AND CONFIRMED W/ INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 13. ALL AV DEVICE LOCATIONS AND FINISHES TO BE COORDINATED AND CONFIRMED W/ INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 1/2" GYPSUM BOARD CEILING, PTD; HT VARIES, SEE NOTES PENDANT (AP) CEILING MOUNT, DIRECTIONAL, CYLINDER, FOR PLANTS (AA) RECESSED LIGHT FIXTURE (AD) STRIP LIGHT W/ LENS (AL) - V.I.F. COVE LIGHT / ART WALL WASH (ACL) - V.I.F. RECESSED STRIP LIGHT W/ LENS (ALR) - V.I.F. LINEAR PENDANT (ALP) SURFACE CEILING LIGHT FIXTURE, DISC (AF) RECESSED DOWNLIGHT (AD) MILLWORK WALL SCONCE (AW) VERTICAL STRIP LIGHT (AL) SPEAKER - SEE AV DWGS FOR TYPES (FINISH TO MATCH ADJACENT CLG. OR WALL, U.N.O.) SPEAKER/STROBE - SEE ELEC. DWGS OCCUPANCY SENSOR SEE ELEC. DWGS PHOTO SENSOR - SEE ELEC. DWGS EXIT SIGN - SEE ELEC. DWGS SMOKE DETECTOR - SEE ELEC. DWGS CENTERLINE RETURN - SEE MECH. DWGS EXHAUST/SUPPLY - SEE MECH. DWGS PS OS SD RCP LEGEND RCP GRAPHIC KEY RCP GENERAL NOTES 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-0" AFF 1/2" GYPSUM BOARD CEILING, PTD. (U.N.O.); HT 7'-10" AFF 48"x48" SUSPENDED CEILING SYSTEM, RIGID POLYISO INSULATION PANELS ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATE DESCRIPTION N As indicated 1ST FLOOR RCP A101_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020 PERMIT SET 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET ADJUSTED PER ARCH. BACKGROUND CHANGES. ACCESS PANELS, SMOKE DETECTORS, OCCUPANCY SENSORS ADDED FOR CLARIFICATION. 1 1 1 1 UPDN FD FD FD FDFD DN T T T T T T M S SS UP DN MMMMMMM 1 A202 2 A202 2 A201 1 A201 1 A205 1 A205 UNIT C1 201 UNIT A1 202 UNIT A2 203 UNIT A3 204 UNIT A4 205 UNIT D1 206 UNIT D2 207 UNIT D3 208 UNIT B1 209 UNIT D4 210 UNIT A5 211 UNIT A6 212 UNIT A7 213 UNIT A6 214 UNIT A7 215 UNIT A6 216 UNIT A8 217 UNIT D5 218 UNIT B2 219 UNIT D7 221 UNIT A9 222 UNIT A10 223 UNIT A9 224 UNIT A10 225 UNIT B3 226 UNIT D8 227 UNIT D9 228 UNIT D10 229 UNIT D11 230 UNIT A11 232 UNIT A12 233 UNIT C2 234 TELECOM 236 UNIT D6 220 A203 42 3 1 EAST STAIR CENTRAL STAIR NORTH STAIR TRASH ROOM 235 PROPERTY LINE PROPERTY LINE PROPERTY LINE UNIT D12 231 126'-6 5/8" 32'-11" 23'-11 1/8"13'-0 5/8" 8'-5 3/4"22'-7 1/2" 10'-9 3/8" 48'-1 3/8" 10'-1" 50'-5 3/8" (VIF)136'-4" SEE DEMO DRWG EXISTING MAMA GOOSE FACADE /1A407 /1A406 /1A407 /1A408 /1A406 /1A410 /1A406 /1A409 ELEVATOR LOBBY 238 NORTH CORRIDOR 239 SOUTH CORRIDOR 240 1 A204 1 A204 3 A205 3 A205 2 A204 2 A204 10'-0"45'-11 255/256"10'-0" 3'-3 1/4"8'-8"3'-4"8'-8"3'-4"8'-8"3'-4"8'-8"3'-4"8'-8"3'-4 1/2"9'-8 1/2"3'-3 1/4"8'-8"3'-4"8'-8"3'-4"8'-8"3'-4"8'-8"3'-4"8'-8"3'-4 1/2" ELEC/DATA 237 SEE DEMO DWG EXISTING MAMA GOOSE FACADE 28'-7".35'-3 5/8" 1'-4 5/8" 2 A205 2 A205 P11 P11 P13 P13P13 P13 P13 P12 P12 P12 P12 P12 P12 P10 3 1/2" 20'-11 5/8" . 24'-10 7/8" 42'-9 3/8"9'-7 7/8"42'-8 1/4" 20'-11 5/8" . 41'-2" 8'-0" 4'-7 3/4" . 39'-0 1/2" 29'-7 1/2".18'-6 7/8".24'-0 7/8".11'-9 1/2".11'-9 5/8".11'-9 1/2".11'-9 5/8".11'-9 1/2".11'-9 5/8".11'-8".12'-7 1/2".10'-4 1/2" 49'-4"7'-7"4'-0 7/8"93'-0 3/8"5'-0 3/8" 33'-6 3/8" . 4'-8" . 28'-1 1/8" 30'-4 1/4".35'-10 5/8" 2'-8 1/2" 18'-4 1/8"58'-7 5/8"4'-9 3/8".28'-4 1/8".40'-7 5/8".38'-7" 21'-9 1/8".21'-6 7/8" 49'-11 1/8" 8'-2 1/2" 10'-1 1/8" 3'-2 1/8" 4'-11 1/4"20'-1 1/8" 20'-4 1/4"6'-0 1/4" 23'-11 1/4".11'-9 1/2".11'-9".11'-10 1/8".11'-9 5/8".4'-10 5/8".39'-1"10'-6 5/8".11'-9 3/4".11'-9 1/4".11'-11 1/4".11'-7 1/4".4'-8 7/8" 43'-1 3/8" . 46'-7 7/8" 9'-4 1/2" 25'-10 1/8" . 11'-9 7/8" . 11'-9 1/8" 19'-9 1/4".4'-7 7/8".18'-3 1/4" 158'-8 5/8" 96'-8" 68'-11 1/4" P14 P13 P13 P13 P13 P13 P13 SEE DEMO DRWGS EXISTING MAMA GOOSE FACADE63'-4" 1'-8 1/2" 8'-8" 3'-4" 8'-8" 3'-4" 8'-8" 3'-4" 8'-8" 3'-4" 8'-8" 3'-4" 8'-8" 3'-4" 8'-8" 3'-4" 8'-8" 3'-4" 9'-0" 52'-0 1/8" 1'-8 1/2"8'-8"35'-10 1/8" 1'-8 1/2" 8'-8" 3'-4" 8'-8" 3'-4" 8'-8" 3'-4" 8'-8" 3'-4" 8'-8" 3'-4" 8'-8" 10'-5" 8'-8" 14'-11 3/8" 8'-8" 3'-4" 8'-8" 1'-5 3/4" 1'-10 5/8" 8'-8" 3'-4" 8'-8" 1'-8" 8'-8" 3/8" 8" 4"8'-8" 6 1/2" 1'-5 3/4"9'-0"3'-3"9'-0"3'-4"9'-0" 1'-10 7/8" 4 7/8" 7'-8" 4 7/8" 1'-4 3/4"9'-0"3'-6"9'-0"10'-2 5/8"9'-0"12'-4"9'-0"10'-4 5/8"9'-0"3'-4"9'-0"1'-5 7/8" 5'-2 1/4"9'-0"3'-4"9'-0"3'-4"9'-0"3'-4"9'-0"3'-4"9'-0"1'-7 1/4" 65'-2 1/4"3'-0" 9 1/8" 1'-10 5/8"6'-0" 11 3/8" 8'-10" 2'-9 3/4" 3'-3 1/2" 5'-1 3/4" 3'-3 1/2" 5'-1 3/4" 3'-3 1/2" 4'-5 3/4" 3'-3 1/2" 5'-1 3/4" 3'-3 1/2" 5'-0 3/4" 3'-3 1/2" 2'-11 1/8" 1'-8" 6'-10" 7'-1 1/4" 3'-3 1/2" 7'-2 1/4" 3'-3 1/2" 7'-9 3/8" 3'-3 1/2" 6'-5 1/8" 3'-3 1/2" 5'-8 1/2" 3'-3 1/2" 5'-6 7/8" 3'-3 1/2" 2'-8 1/2"15'-7 1/4"9'-0"3'-4"9'-0"3'-4"9'-0"14'-0 3/4" 74'-10 7/8" 3'-2 1/4" 3'-3 1/2" 4'-10 1/4" 7 0 ' 6 " 186'-9 3/8" 65'-1 1/2" ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 3/32" = 1'-0" 2ND FLOOR PLAN A102 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT PLAN KEYNOTES P1STANDBY GENERATOR P2CONCRETE FILLED STEEL BOLLARD(S), SEE DETAIL X/A500 P3ACCESS VEHICLE CONTROL BARRIER GATE, LIFTMASTER MAT W/ 10FT ARM P4STORAGE LOCKERS P5TRASH COMPACTOR, MINI-MAC MODEL BY MARATHON 5A P6TRASH COMPACTOR TRASH BIN, MINI MAC MODEL BY MARATHON 5A P7FDC CONNECTION, SEE FIRE PROTECTION DWGS P8PATIO, CONCRETE PLINTH W/ PLANTERS & PRECAST CONCRETE BENCHES, SEE LANDSCAPE DRWGS P9WOOD SLAT FENCE P10PAINTED STEEL + GLASS CANOPY P11RECYCLING CHUTE WITH 15% PADDED OFFSET @ BOTTOM BY CHUTES INTERNATIONAL P12RECESSED FIRE EXTINGUISHER CABINET W/GLASS DOOR P13REAR DRAIN TOILET, Units 211-216 only P14CUSTOM MILLWORK RECESSED SHELF AT TYPE 5C BATHROOMS ONLY, SEE SHEET 5B/A602 P15FACTORY PAINTED ALUMINUM SUN SCREEN LOUVERS P16ROOF DECK DRAIN, SEE PLUMBING DRWGS P17PAINTED STEEL GUARDRAIL P18GENERATOR EXHAUST SHAFT, SEE MECH. DWGS P19MIN. 24" WIDE ALUM. OR GALV. STL. LADDER (U200 BY UPNOVR OR SIMILAR) P20SURFACE MOUNTED FIRE EXTINGUISHER CABINET W/ GLASS DOOR P21INTERIOR WINDOW, SEE WINDOW SCHEDULE P22ALL COLUMNS TO BE 3HR FIRE RATED SEE DETAILS ON SHEET A510 P23MANIFOLD/WATER METER WALL-MOUNTED 30"x30" PTD ACCESS PANEL, FRAMELESS, BOTTOM SILL MOUNTED AT 9" A.F.F. IN ALL BATHROOMS (BEHIND DOOR SWING), HALLWAYS (CENTERED ON WALL) AND CLOSET (AT CORNER) LOCATIONS. TYPICAL UNITS SHOWN AT 2ND FLOOR ENLARGED PLAN. ANY CONFLICTS TO BE COORDINATED WITH ARCHITECT. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 OS SD OS OS OS OS OS OS SD SD SD SD SD SD SD SD SD SDSDSD SD OS SD SDOS OS PS SD UNIT A9 222 UNIT A10 223 UNIT A9 224 UNIT A10 225 UNIT B2 219 UNIT D5 218 UNIT A8 217 UNIT A6 216 UNIT A7 215 UNIT A6 214 UNIT A7 213 UNIT A6 212 UNIT A5 211 UNIT D4 210 UNIT D6 220 UNIT D7 221 UNIT D9 228 UNIT D8 227 UNIT B3 226 UNIT D11 230 UNIT D10 229 UNIT D12 231 UNIT A11 232 UNIT A12 233 UNIT C2 234 UNIT A1 202 UNIT A2 203 UNIT A3 204 UNIT A4 205 UNIT C1 201 UNIT D1 206 UNIT D2 207 UNIT B1 209 UNIT D3 208 NORTH CORRIDOR 239 /1A407_R /1A406_R /1 A407_R /1 A408_R /1 A406_R /1 A410_R /1A406_R /1A409_R ELEVATOR LOBBY 238 SOUTH CORRIDOR 240 TELECOM 236 TRASH ROOM 235 SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS EAST STAIR NORTH STAIR CENTRAL STAIR ELEC/DATA 237 SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS 4'-11 1/4" 1. FOR OFFSETS OF SHAFT RISERS, PROVIDE CONTINUOUS 2HR RATED GWB ENCLOSURES ON ALL SIDES, FOR LOCATION SEE MECHANICAL DWGS. 2. ALL CONDUIT FOR CEILING MOUNTED FIXTURES OR DEVICES IN AREAS WITH EXPOSED CONCRETE CEILINGS SHALL BE CAST IN CONCRETE SLAB FOR CONCEALMENT. CONDUIT FOR FLOOR MOUNTED POWER, PHONE AND DATA RECEPTACLES SHALL BE CAST IN SLAB AS REQ'D. 3. PROVIDE CONTROL JOINTS IN SUSPENDED GYPSUM BOARD CEILING AS SHOWN AND/OR AS REQ'D BY CEILING CONSTRUCTION. LOCATIONS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. ALIGN WALL & CEILING CONTROL JOINTS WHERE POSSIBLE. 4. CONTRACTOR SHALL PROVIDE ACCESS PANELS IN SUSPENDED GYP BOARD CEILING AS SHOWN ON ARCH & MEP DRAWINGS AND/OR AS REQ'D TO SERVICE MEP/FP SYSTEMS & EQUIPMENT. LOCATIONS NOT SHOWN ON ARCH OR MEP DRAWINGS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. 5. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS, ETC. FOR ALL CEILING MOUNTED ACCESS PANELS, CEILING TRIM, LIGHT FIXTURES, WINDOW TREATMENTS & OTHER EQUIPMENT OR DEVICES AS REQ'D. 6. REFER TO ARCH. DRAWINGS FOR LIGHT FIXTURES LOCATIONS. 7. REFER TO MECH. DRAWINGS FOR LOCATION & SIZE OF HVAC DUCTS & DIFFUSERS. 8. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPE, SWITCHING & LAMPING. 9. REFER TO INTERIOR DRAWINGS FOR ADD'L CEILING FINISH INFORMATION 10. INSTALL ALL INSULATION PER MANUFACTURER'S INSTRUCTIONS. CONTRACTOR TO HAVE INSTRUCTIONS AVAILABLE FOR INSPECTION. 11. SPRINKLERS TO BE ORTHOGONALLY ALIGNED WITH AND EQUALLY SPACED BETWEEN OTHER BUILDING ELEMENTS (I.E. LIGHTS, DIFFUSERS, DOORWAYS, CEILINGS, BULKHEADS) AND EVENLY SPACED AND ALIGNED WITH EACH OTHER. CONFIRM ALL LOCATIONS W/ ARCHITECT PRIOR TO INSTALLATION. RECESSED LIGHT FIXTURE COVE LIGHT / ART WALL WASH (ACLC) - V.I.F. RECESSED STRIP LIGHT W/ LENS, FACING SIDE (CLC) - V.I.F. SURFACE MOUNT DOWNLIGHT WALL SCONCE SPEAKER - SEE AV DWGS FOR TYPES (FINISH TO MATCH ADJACENT CLG. OR WALL, U.N.O.) SPEAKER/STROBE - SEE ELEC. DWGS OCCUPANCY SENSOR SEE ELEC. DWGS PHOTO SENSOR - SEE ELEC. DWGS EXIT SIGN - SEE ELEC. DWGS SMOKE DETECTOR - SEE ELEC. DWGS CENTERLINE RETURN - SEE MECH. DWGS EXHAUST/SUPPLY - SEE MECH. DWGS PS OS SD RCP LEGEND RCP GRAPHIC KEY RCP GENERAL NOTES EXPOSED CONCRETE CEILING SLAB 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-4 1/2" AFF 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-0" AFF SURFACE MOUNT DOWNLIGHT, WET LOCATION PENDANT 1/2" GYPSUM BOARD CEILING, PTD. (U.N.O.); HT 7'-10" AFF ELEC. PANEL - SEE ELEC. DWGS TELECOM PANEL - SEE ELEC. DWGS INTERCOM - SEE ELEC. DWGS ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATE DESCRIPTION N As indicated 2ND FLOOR RCP A102_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020 PERMIT SET 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET ADJUSTED PER ARCH. BACKGROUND CHANGES. ACCESS PANELS, SMOKE DETECTORS, OCCUPANCY SENSORS ADDED FOR CLARIFICATION. 1 1 ALL INTERCOM PANELS REMOVED. 1 1 DN UP FD FD FD FDFD T T T T T T M S SS DN UP MMMMMMM OSSD OS OS OS OS OS OS SD SD SD SD SD SD SD SD SD SD SD SD SDOS SD SD OS 1 A202 2 A202 2 A201 1 A201 1 A205 1 A205 UNIT C1 301 UNIT A1 302 UNIT A2 303 UNIT A3 304 UNIT A4 305 UNIT D1 306 UNIT D2 307 UNIT D3 308 UNIT B1 309 UNIT D4 310 UNIT A5 311 UNIT A6 312 UNIT A7 313 UNIT A6 314 UNIT A7 315 UNIT A6 316 UNIT A8 317 UNIT D5 318 UNIT B2 319 UNIT D7 321 UNIT A13 322 UNIT A14 323 UNIT A13 324 UNIT A14 325 UNIT B3 326 UNIT D8 327 UNIT D9 328 UNIT D10 329 UNIT D11 330 UNIT D12 331 UNIT A11 332 UNIT A12 333 UNIT C2 334 TELECOM 336 UNIT D6 320 A203 42 3 1 TRASH ROOM 335 PROPERTY LINE PROPERTY LINE PROPERTY LINE 126'-6 5/8" 48'-1 3/8" 153'-5 1/8" 5'-3 1/2" /1A412 /1A411 /1A412 /1A413 /1A411 /1A415 /1A411 /1A414 10'-2 5/8" ELEVATOR LOBBY 338 NORTH CORRIDOR 339 SOUTH CORRIDOR 340 1 A204 1 A204 3 A205 3 A205 2 A204 2 A204 ELEC/DATA 337 1 ' 9 " 5 ' 2 " 1 ' 9 " 2 A205 2 A205 P12 P12 P12 P12 P12 P12 P11 P11 P10 EAST STAIR NORTH STAIR CENTRAL STAIR 68'-11 1/4" SEE DEMO DRWGS EXISTING MAMA GOOSE FACADE14'-0"49'-4" 3 1/2" 28'-7".35'-3 5/8" 20'-11 5/8" . 24'-10" 42'-9 3/8"9'-5 1/2"42'-10 5/8" 20'-11 5/8" . 41'-1 3/4" 8'-0" 4'-7 1/2" . 39'-0 1/2" 29'-7 1/2".18'-6 3/4".24'-0 7/8".11'-9 1/4".11'-9 5/8".11'-9 1/4".11'-9 5/8".11'-9 1/4".11'-9 5/8".11'-7 3/4".12'-7 1/2".10'-4 1/2" 49'-3 7/8"7'-7"4'-0 3/4"93'-0 1/2"5'-0 3/8" 1'-4 5/8" 38'-9 7/8" . 4'-7 5/8" . . 30'-4 1/4".35'-10 5/8" 2'-8 5/8" 18'-4 1/8"58'-8 1/4"4'-8 3/4".28'-4 1/8".40'-7 5/8".38'-7" 21'-9 1/8".21'-6 7/8" 49'-11 1/8" 8'-2 1/2" 10'-1 1/8" 3'-2 3/8" 4'-10 3/8"20'-1 3/4" 20'-4 1/4"6'-0 1/4" 23'-11 1/4".11'-9 1/4".11'-9".11'-9 7/8".11'-9 1/2".4'-10 3/8".39'-1"10'-6 1/2".11'-9 3/4".11'-9 1/4".11'-11".11'-7 1/4".4'-8 7/8" 43'-1 3/8" . 46'-7 7/8" 9'-4 1/2" 25'-10" . 11'-9 7/8" . 11'-9" 19'-9 1/4".4'-7 5/8".18'-3 3/8" P14 96'-9 3/8" 1'-4 3/4"9'-0"3'-4"9'-0"10'-4 5/8"9'-0"12'-4"9'-0"10'-4 5/8"9'-0"3'-4"9'-0"1'-7 1/4" 33'-0 1/8"9'-2 1/2"12'-1 1/2"9'-2 1/2"33'-2 5/8" 8'-5 3/4"22'-7 1/2" 4 7/8" 7'-8" 4 7/8" 9'-2 1/2"23'-11 1/8"13'-0 5/8" 4"8'-8" 6 1/2" 1'-5 3/4"9'-0"3'-3"9'-0"3'-4"9'-0" 1'-10 7/8" 5'-2 1/4"9'-0"3'-4"9'-0"3'-4"9'-0"3'-4"9'-0"3'-4"9'-0"1'-7 1/4" 5'-1"9'-2 1/2"15'-5 1/2"9'-2 1/2"26'-2" 32'-11" 1'-8 1/2" 8'-8" 3'-4" 8'-8" 3'-4" 8'-8" 3'-4" 8'-8" 3'-4" 8'-8" 3'-4" 8'-8" 10'-5" 8'-8" 14'-11 3/8" 8'-8" 3'-4" 8'-8" 1'-5 3/4" 1'-10 5/8" 8'-8" 3'-4" 8'-8" 1'-8" 8'-8" 3/8" 8" 61'-5 1/4" 9'-2 1/2" 45'-5 7/8" 9'-2 1/2" 34'-1 1/2" 1'-8 1/2"8'-8"35'-10 1/8" 46'-2 5/8" 1'-8 1/2" 8'-8" 3'-4" 8'-8" 3'-6" 8'-8" 3'-2" 8'-8" 3'-4" 8'-8" 3'-4" 8'-8" 3'-4" 8'-8" 3'-4" 8'-8" 3'-4" 9'-0" 25'-5 1/4" 9'-2 1/2" 26'-9 1/2" 9'-2 1/2" 26'-11 1/2" 9'-2 1/2" 46'-7 3/8" 74'-10 7/8" SEE DEMO DWG EXISTING MAMA GOOSE FACADE 6'-10" 7'-1 1/4" 3'-3 1/2" 7'-2 1/4" 3'-3 1/2" 7'-9 3/8" 3'-3 1/2" 6'-5 1/8" 3'-3 1/2" 5'-8 1/2" 3'-3 1/2" 136'-4" SEE DEMO DRWG EXISTING MAMA GOOSE FACADE 1'-10 5/8"6'-0" 11 3/8" 8'-10" 2'-9 3/4" 3'-3 1/2" 5'-1 3/4" 3'-3 1/2" 5'-1 3/4" 3'-3 1/2" 4'-5 3/4" 3'-3 1/2" 5'-1 3/4" 3'-3 1/2" 5'-0 3/4" 3'-3 1/2" 2'-11 1/8" 3'-3 1/4"8'-8"3'-4"8'-8"3'-4"8'-8"3'-4"8'-8"3'-4"8'-8"3'-4 1/2" 5 5/8" 8'-8" 6 7/8" 3'-3 1/4"8'-8"3'-4"8'-8"3'-4"8'-8"3'-4"8'-8"3'-4"8'-8"3'-4 1/2" 5'-6 7/8"3'-3 1/2" 2'-8 1/2" 14'-0"1'-7 1/4"12'-4"9'-0"3'-4"9'-0"3'-4"6'-0"4'-8 3/4" P15 P15 P15 P15 50'-5 3/8" (VIF) 136'-0 7/8" 186'-9 3/4" 65'-1 1/2" 3'-2 1/4" 3'-3 1/2" 1'-8" 70'-6" (VIF) 4'-10 1/4" ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 3/32" = 1'-0" 3RD FLOOR PLAN A103 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT PLAN KEYNOTES P1STANDBY GENERATOR P2CONCRETE FILLED STEEL BOLLARD(S), SEE DETAIL X/A500 P3ACCESS VEHICLE CONTROL BARRIER GATE, LIFTMASTER MAT W/ 10FT ARM P4STORAGE LOCKERS P5TRASH COMPACTOR, MINI-MAC MODEL BY MARATHON 5A P6TRASH COMPACTOR TRASH BIN, MINI MAC MODEL BY MARATHON 5A P7FDC CONNECTION, SEE FIRE PROTECTION DWGS P8PATIO, CONCRETE PLINTH W/ PLANTERS & PRECAST CONCRETE BENCHES, SEE LANDSCAPE DRWGS P9WOOD SLAT FENCE P10PAINTED STEEL + GLASS CANOPY P11RECYCLING CHUTE WITH 15% PADDED OFFSET @ BOTTOM BY CHUTES INTERNATIONAL P12RECESSED FIRE EXTINGUISHER CABINET W/GLASS DOOR P13REAR DRAIN TOILET, Units 211-216 only P14CUSTOM MILLWORK RECESSED SHELF AT TYPE 5C BATHROOMS ONLY, SEE SHEET 5B/A602 P15FACTORY PAINTED ALUMINUM SUN SCREEN LOUVERS P16ROOF DECK DRAIN, SEE PLUMBING DRWGS P17PAINTED STEEL GUARDRAIL P18GENERATOR EXHAUST SHAFT, SEE MECH. DWGS P19MIN. 24" WIDE ALUM. OR GALV. STL. LADDER (U200 BY UPNOVR OR SIMILAR) P20SURFACE MOUNTED FIRE EXTINGUISHER CABINET W/ GLASS DOOR P21INTERIOR WINDOW, SEE WINDOW SCHEDULE P22ALL COLUMNS TO BE 3HR FIRE RATED SEE DETAILS ON SHEET A510 P23MANIFOLD/WATER METER WALL-MOUNTED 30"x30" PTD ACCESS PANEL, FRAMELESS, BOTTOM SILL MOUNTED AT 9" A.F.F. IN ALL BATHROOMS (BEHIND DOOR SWING), HALLWAYS (CENTERED ON WALL) AND CLOSET (AT CORNER) LOCATIONS. TYPICAL UNITS SHOWN AT 2ND FLOOR ENLARGED PLAN. ANY CONFLICTS TO BE COORDINATED WITH ARCHITECT. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 OS SD OS OS OS OS OS OS SD SD SD SD SD SD SD SD SD SDSDSD SD OS SD SDOS OS PS SD /1A412_R /1A411_R /1 A412_R /1 A413_R /1 A411_R /1 A415_R /1A411_R /1A414_R UNIT A13 322 UNIT A14 323 UNIT A13 324 UNIT A14 325 UNIT B2 319 UNIT D5 318 UNIT A8 317 UNIT A6 316 UNIT A7 315 UNIT A7 313 UNIT A6 312 UNIT A5 311 UNIT D4 310 UNIT D6 320 UNIT D7 321 UNIT D9 328 UNIT D8 327 UNIT B3 326 UNIT D11 330 UNIT D10 329 UNIT D12 331 UNIT A11 332 UNIT A12 333 UNIT C2 334 UNIT A1 302 UNIT A2 303 UNIT A3 304 UNIT A4 305 UNIT C1 301 UNIT D1 306 UNIT D2 307 UNIT B1 309 UNIT D3 308 ELEVATOR LOBBY 338 SOUTH CORRIDOR 340 NORTH CORRIDOR 339 UNIT A6 314 TELECOM 336 TRASH ROOM 335 SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS EAST STAIR NORTH STAIR CENTRAL STAIR ELEC/DATA 337 SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS 1. FOR OFFSETS OF SHAFT RISERS, PROVIDE CONTINUOUS 2HR RATED GWB ENCLOSURES ON ALL SIDES, FOR LOCATION SEE MECHANICAL DWGS. 2. ALL CONDUIT FOR CEILING MOUNTED FIXTURES OR DEVICES IN AREAS WITH EXPOSED CONCRETE CEILINGS SHALL BE CAST IN CONCRETE SLAB FOR CONCEALMENT. CONDUIT FOR FLOOR MOUNTED POWER, PHONE AND DATA RECEPTACLES SHALL BE CAST IN SLAB AS REQ'D. 3. PROVIDE CONTROL JOINTS IN SUSPENDED GYPSUM BOARD CEILING AS SHOWN AND/OR AS REQ'D BY CEILING CONSTRUCTION. LOCATIONS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. ALIGN WALL & CEILING CONTROL JOINTS WHERE POSSIBLE. 4. CONTRACTOR SHALL PROVIDE ACCESS PANELS IN SUSPENDED GYP BOARD CEILING AS SHOWN ON ARCH & MEP DRAWINGS AND/OR AS REQ'D TO SERVICE MEP/FP SYSTEMS & EQUIPMENT. LOCATIONS NOT SHOWN ON ARCH OR MEP DRAWINGS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. 5. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS, ETC. FOR ALL CEILING MOUNTED ACCESS PANELS, CEILING TRIM, LIGHT FIXTURES, WINDOW TREATMENTS & OTHER EQUIPMENT OR DEVICES AS REQ'D. 6. REFER TO ARCH. DRAWINGS FOR LIGHT FIXTURES LOCATIONS. 7. REFER TO MECH. DRAWINGS FOR LOCATION & SIZE OF HVAC DUCTS & DIFFUSERS. 8. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPE, SWITCHING & LAMPING. 9. REFER TO INTERIOR DRAWINGS FOR ADD'L CEILING FINISH INFORMATION 10. INSTALL ALL INSULATION PER MANUFACTURER'S INSTRUCTIONS. CONTRACTOR TO HAVE INSTRUCTIONS AVAILABLE FOR INSPECTION. 11. SPRINKLERS TO BE ORTHOGONALLY ALIGNED WITH AND EQUALLY SPACED BETWEEN OTHER BUILDING ELEMENTS (I.E. LIGHTS, DIFFUSERS, DOORWAYS, CEILINGS, BULKHEADS) AND EVENLY SPACED AND ALIGNED WITH EACH OTHER. CONFIRM ALL LOCATIONS W/ ARCHITECT PRIOR TO INSTALLATION. RECESSED LIGHT FIXTURE COVE LIGHT / ART WALL WASH (ACLC) - V.I.F. RECESSED STRIP LIGHT W/ LENS, FACING SIDE (CLC) - V.I.F. SURFACE MOUNT DOWNLIGHT WALL SCONCE SPEAKER - SEE AV DWGS FOR TYPES (FINISH TO MATCH ADJACENT CLG. OR WALL, U.N.O.) SPEAKER/STROBE - SEE ELEC. DWGS OCCUPANCY SENSOR SEE ELEC. DWGS PHOTO SENSOR - SEE ELEC. DWGS EXIT SIGN - SEE ELEC. DWGS SMOKE DETECTOR - SEE ELEC. DWGS CENTERLINE RETURN - SEE MECH. DWGS EXHAUST/SUPPLY - SEE MECH. DWGS PS OS SD RCP LEGEND RCP GRAPHIC KEY RCP GENERAL NOTES EXPOSED CONCRETE CEILING SLAB 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-4 1/2" AFF 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-0" AFF SURFACE MOUNT DOWNLIGHT, WET LOCATION PENDANT 1/2" GYPSUM BOARD CEILING, PTD. (U.N.O.); HT 7'-10" AFF ELEC. PANEL - SEE ELEC. DWGS TELECOM PANEL - SEE ELEC. DWGS INTERCOM - SEE ELEC. DWGS ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATE DESCRIPTION N As indicated 3RD FLOOR RCP A103_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020 PERMIT SET 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET ADJUSTED PER ARCH. BACKGROUND CHANGES. ACCESS PANELS, SMOKE DETECTORS, OCCUPANCY SENSORS ADDED FOR CLARIFICATION. 1 1 ALL INTERCOM PANELS REMOVED. 1 1 DN UP FD FD FD FDFD T T T T T T M S SS UP DN MMMMMMM OSSD OS OS OS OS OS OS SD SD SD SD SD SD SD SD SD SD SD SD SDOS SD SD OS OSSD OS OS OS OS OS OS SD SD SD SD SD SD SD SD SD SD SD SD SDOS SD SD OS 1 A202 2 A202 2 A201 1 A201 1 A205 1 A205 UNIT C1 401 UNIT A1 402 UNIT A2 403 UNIT A3 404 UNIT A4 405 UNIT D1 406 UNIT D2 407 UNIT D3 408 UNIT B1 409 UNIT D4 410 UNIT A5 411 UNIT A6 412 UNIT A7 413 UNIT A6 414 UNIT A7 415 UNIT A6 416 UNIT A8 417 UNIT D5 418 UNIT D13 420 UNIT B4 422 UNIT A15 423 UNIT A13 424 UNIT A14 425 UNIT B3 426 UNIT D8 427 UNIT D9 428 UNIT D10 429 UNIT D11 430 UNIT D12 431 UNIT A11 432 UNIT A12 433 UNIT C2 434 TELECOM 436 42 3 1 TRASH ROOM 435 48'-1 3/8" 11'-6 7/8" 1'-7 1/4" 9'-0"12'-8"9'-0"6'-5" TERRACE /1A417 /1A416 /1A417 /1A418 /1A416 /1A420 /1A416 /1A419 ELEVATOR LOBBY 438 NORTH CORRIDOR 439 SOUTH CORRIDOR 440 1 A204 1 A204 3 A205 3 A205 2 A204 2 A204 ELEC/DATA 437 2 A205 2 A205 P12 P12 P12 P12 P12 P12 P11 P11 P16 P16 P10 EAST STAIR NORTH STAIR CENTRAL STAIR 68'-11 1/4" 71'-7 1/4" 1'-7 1/4" 9'-0" 3'-4" 9'-0" 3'-4" 9'-0" 11'-7 1/8" 9'-0" 1'-7 1/4" 3 1/2" 28'-7".35'-3 5/8" 20'-11 5/8" . 24'-9 7/8" 42'-9 3/8"9'-5 1/2"42'-10 5/8" 20'-11 5/8" . 41'-1 3/4" 8'-0" 4'-7 1/2" . 39'-0 1/2" 24'-0 7/8".11'-9 1/4".11'-9 5/8".11'-9 1/4".11'-9 5/8".11'-9 1/4".11'-9 5/8".11'-7 3/4".12'-7 1/2".10'-4 1/2" 36'-1 1/2"7'-7"4'-0 3/4"93'-0 1/2"5'-0 3/8" 1'-4 5/8" 38'-9 7/8" . 4'-7" . . 33'-3 7/8".21'-10 5/8" 2'-8 5/8" 18'-4 1/8"58'-8 1/4"4'-8 3/4".28'-4 1/8".40'-7 3/8".38'-7" 21'-9 1/8".21'-6 7/8" 49'-11 1/8" 8'-2 1/2" 10'-1 1/8" 3'-2 3/8" 4'-10 3/8"20'-1 3/4" 20'-4 1/4"6'-0 1/4" 25'-8 1/4".11'-8 1/8".11'-9 7/8".11'-9 1/2".4'-10 3/8".39'-1"10'-6 1/2".11'-9 3/4".11'-9 1/4".11'-11".11'-7 1/4".4'-8 7/8" 43'-1 3/8" . 46'-7 7/8" 9'-4 1/2" 25'-10" . 11'-9 7/8" . 11'-9" 19'-9 1/4".4'-7 5/8".18'-3 1/4" P14 96'-9 3/8" 1'-4 3/4"9'-0"3'-4"9'-0"10'-4 5/8"9'-0"12'-4"9'-0"10'-4 5/8"9'-0"3'-4"9'-0"1'-7 1/4" 33'-0 1/8"9'-1 1/4"12'-2 3/4"9'-1 1/4"33'-3 7/8" 9'-2 1/2"23'-11 1/8"13'-0 5/8" 4"8'-8" 6 1/2" 1'-5 3/4"9'-0"3'-3"9'-0"3'-4"9'-0" 1'-10 7/8" 8'-5 3/4"22'-7 1/2" 4 7/8" 7'-8" 4 7/8" 5'-2 1/4"9'-0"3'-4"9'-0"3'-4"9'-0"3'-4"9'-0"3'-4"9'-0"1'-7 1/4" 5'-2 1/4"9'-1 1/4"15'-6 3/4"9'-1 1/4"26'-2" 126'-6 5/8" 32'-11" 1'-8 1/2" 8'-8" 3'-4" 8'-8" 3'-4" 8'-8" 3'-4" 8'-8" 3'-4" 8'-8" 3'-4" 8'-8" 10'-5" 8'-8" 14'-11 3/8" 8'-8" 3'-4" 8'-8" 1'-5 3/4" 1'-10 5/8" 8'-8" 3'-4" 8'-8" 1'-8" 8'-8" 3/8" 8" 61'-5 1/4" 9'-1 1/4" 45'-7 1/8" 9'-1 1/4" 34'-2 3/4" 1'-8 1/2"8'-8"25'-5 5/8"8'-8"1'-8 1/2" 46'-2 5/8" 153'-5 1/8" 1'-8 1/2" 8'-8" 3'-4" 8'-8" 3'-6" 8'-8" 3'-2" 8'-8" 3'-4" 8'-8" 3'-4" 8'-8" 3'-4" 8'-8" 3'-4" 8'-8" 3'-4" 9'-0" 25'-6 1/2" 9'-1 1/4" 26'-10 3/4" 9'-1 1/4" 27'-0 3/4" 9'-1 1/4" 46'-7 3/8" 75'-5 3/8" 12'-1 3/8"14'-0"49'-4" 5'-3 1/2" 10 3/8" 12'-4" 26'-1 1/4" 26'-4" 5'-1 3/4" 38'-8 1/4" 4'-1 7/8"30'-4"10'-6 1/4"6'-0" 57'-5 5/8" 13'-3 3/4" 1'-10 5/8"6'-0" 3'-0 3/4" 9'-0" 1'-7" 21'-6 3/8" 51'-0 1/8"136'-4" 187'-4 1/8" 11'-11 1/4"3'-4"8'-8"3'-4"8'-8"3'-4"8'-8"3'-4 "8'-8"3'-4 1/2" 5 5/8" 8'-8" 6 7/8" 3'-3 1/4"8'-8"3'-4"8'-8"3'-4"8'-8"3'-4"8'-8"3'-4"8'-8"3'-4 1/2" 12'-1 3/8"3'-5 1/4"8'-0"2'-6 3/4"13'-11 1/4"9'-0"3'-4"9'-0"3'-4"6'-0"4'-8 3/4" P16 P16 P16 P15P15P15P15 65'-1 1/2" ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 3/32" = 1'-0" 4TH FLOOR PLAN A104 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT PLAN KEYNOTES P1STANDBY GENERATOR P2CONCRETE FILLED STEEL BOLLARD(S), SEE DETAIL X/A500 P3ACCESS VEHICLE CONTROL BARRIER GATE, LIFTMASTER MAT W/ 10FT ARM P4STORAGE LOCKERS P5TRASH COMPACTOR, MINI-MAC MODEL BY MARATHON 5A P6TRASH COMPACTOR TRASH BIN, MINI MAC MODEL BY MARATHON 5A P7FDC CONNECTION, SEE FIRE PROTECTION DWGS P8PATIO, CONCRETE PLINTH W/ PLANTERS & PRECAST CONCRETE BENCHES, SEE LANDSCAPE DRWGS P9WOOD SLAT FENCE P10PAINTED STEEL + GLASS CANOPY P11RECYCLING CHUTE WITH 15% PADDED OFFSET @ BOTTOM BY CHUTES INTERNATIONAL P12RECESSED FIRE EXTINGUISHER CABINET W/GLASS DOOR P13REAR DRAIN TOILET, Units 211-216 only P14CUSTOM MILLWORK RECESSED SHELF AT TYPE 5C BATHROOMS ONLY, SEE SHEET 5B/A602 P15FACTORY PAINTED ALUMINUM SUN SCREEN LOUVERS P16ROOF DECK DRAIN, SEE PLUMBING DRWGS P17PAINTED STEEL GUARDRAIL P18GENERATOR EXHAUST SHAFT, SEE MECH. DWGS P19MIN. 24" WIDE ALUM. OR GALV. STL. LADDER (U200 BY UPNOVR OR SIMILAR) P20SURFACE MOUNTED FIRE EXTINGUISHER CABINET W/ GLASS DOOR P21INTERIOR WINDOW, SEE WINDOW SCHEDULE P22ALL COLUMNS TO BE 3HR FIRE RATED SEE DETAILS ON SHEET A510 P23MANIFOLD/WATER METER WALL-MOUNTED 30"x30" PTD ACCESS PANEL, FRAMELESS, BOTTOM SILL MOUNTED AT 9" A.F.F. IN ALL BATHROOMS (BEHIND DOOR SWING), HALLWAYS (CENTERED ON WALL) AND CLOSET (AT CORNER) LOCATIONS. TYPICAL UNITS SHOWN AT 2ND FLOOR ENLARGED PLAN. ANY CONFLICTS TO BE COORDINATED WITH ARCHITECT. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 OSSD OS OS OS OS OS OS SD SD SD SD SD SD SD SD SD SD SD SD SDOS SD SD OS OS PS SD /1A417_R /1A416_R /1A417_R /1A418_R /1A416_R /1A420_R /1A416_R /1A419_R UNIT B4 422 UNIT A15 423 UNIT A13 424 UNIT A14 425 UNIT D5 418UNIT A8 417 UNIT A6 416 UNIT A7 415 UNIT A6 414 UNIT A7 413 UNIT A6 412 UNIT A5 411 UNIT D4 410 UNIT D9 428 UNIT D8 427 UNIT B3 426 UNIT D11 430 UNIT D10 429 UNIT D12 431 UNIT A11 432 UNIT A12 433 UNIT C2 434 UNIT A1 402 UNIT A2 403 UNIT A3 404 UNIT A4 405 UNIT C1 401 UNIT D1 406 UNIT D2 407 UNIT B1 409 UNIT D3 408 UNIT D13 420 ELEVATOR LOBBY 438 SOUTH CORRIDOR 440 NORTH CORRIDOR 439 TELECOM 436 TRASH ROOM 435 SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS EAST STAIR NORTH STAIR CENTRAL STAIR ELEC/DATA 437 SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS 1. FOR OFFSETS OF SHAFT RISERS, PROVIDE CONTINUOUS 2HR RATED GWB ENCLOSURES ON ALL SIDES, FOR LOCATION SEE MECHANICAL DWGS. 2. ALL CONDUIT FOR CEILING MOUNTED FIXTURES OR DEVICES IN AREAS WITH EXPOSED CONCRETE CEILINGS SHALL BE CAST IN CONCRETE SLAB FOR CONCEALMENT. CONDUIT FOR FLOOR MOUNTED POWER, PHONE AND DATA RECEPTACLES SHALL BE CAST IN SLAB AS REQ'D. 3. PROVIDE CONTROL JOINTS IN SUSPENDED GYPSUM BOARD CEILING AS SHOWN AND/OR AS REQ'D BY CEILING CONSTRUCTION. LOCATIONS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. ALIGN WALL & CEILING CONTROL JOINTS WHERE POSSIBLE. 4. CONTRACTOR SHALL PROVIDE ACCESS PANELS IN SUSPENDED GYP BOARD CEILING AS SHOWN ON ARCH & MEP DRAWINGS AND/OR AS REQ'D TO SERVICE MEP/FP SYSTEMS & EQUIPMENT. LOCATIONS NOT SHOWN ON ARCH OR MEP DRAWINGS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. 5. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS, ETC. FOR ALL CEILING MOUNTED ACCESS PANELS, CEILING TRIM, LIGHT FIXTURES, WINDOW TREATMENTS & OTHER EQUIPMENT OR DEVICES AS REQ'D. 6. REFER TO ARCH. DRAWINGS FOR LIGHT FIXTURES LOCATIONS. 7. REFER TO MECH. DRAWINGS FOR LOCATION & SIZE OF HVAC DUCTS & DIFFUSERS. 8. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPE, SWITCHING & LAMPING. 9. REFER TO INTERIOR DRAWINGS FOR ADD'L CEILING FINISH INFORMATION 10. INSTALL ALL INSULATION PER MANUFACTURER'S INSTRUCTIONS. CONTRACTOR TO HAVE INSTRUCTIONS AVAILABLE FOR INSPECTION. 11. SPRINKLERS TO BE ORTHOGONALLY ALIGNED WITH AND EQUALLY SPACED BETWEEN OTHER BUILDING ELEMENTS (I.E. LIGHTS, DIFFUSERS, DOORWAYS, CEILINGS, BULKHEADS) AND EVENLY SPACED AND ALIGNED WITH EACH OTHER. CONFIRM ALL LOCATIONS W/ ARCHITECT PRIOR TO INSTALLATION. RECESSED LIGHT FIXTURE COVE LIGHT / ART WALL WASH (ACLC) -V.I.F. RECESSED STRIP LIGHT W/ LENS, FACING SIDE (CLC) -V.I.F. SURFACE MOUNT DOWNLIGHT WALL SCONCE SPEAKER -SEE AV DWGS FOR TYPES (FINISH TO MATCH ADJACENT CLG. OR WALL, U.N.O.) SPEAKER/STROBE -SEE ELEC. DWGS OCCUPANCY SENSOR SEE ELEC. DWGS PHOTO SENSOR -SEE ELEC. DWGS EXIT SIGN -SEE ELEC. DWGS SMOKE DETECTOR -SEE ELEC. DWGS CENTERLINE RETURN -SEE MECH. DWGS EXHAUST/SUPPLY -SEE MECH. DWGS PS OS SD RCP LEGEND RCP GRAPHIC KEY RCP GENERAL NOTES EXPOSED CONCRETE CEILING SLAB 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-4 1/2" AFF 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-0" AFF SURFACE MOUNT DOWNLIGHT, WET LOCATION PENDANT 1/2" GYPSUM BOARD CEILING, PTD. (U.N.O.); HT 7'-10" AFF ELEC. PANEL -SEE ELEC. DWGS TELECOM PANEL -SEE ELEC. DWGS INTERCOM -SEE ELEC. DWGS ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N As indicated 4TH FLOOR RCP A104_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET ADJUSTED PER ARCH. BACKGROUND CHANGES. ACCESS PANELS, SMOKE DETECTORS, OCCUPANCY SENSORS ADDED FOR CLARIFICATION. 1 1 ALL INTERCOM PANELS REMOVED. 1 1 DN FD FD FD FDFD T T T T T T M S SS DN MMMMMMM OSSD OS OS OS OS OS OS SD SD SD SD SD SD SD SD SD SD SD SD SDOS SD SD OS OSSD OS OS OS OS OS OS SD SD SD SD SD SD SD SD SD SD SD SD SDOS SD SD OS OSSD OS OS OS OS OS OS SD SD SD SD SD SD SD SD SD SD SD SD SDOS SD SD OS 1 A202 2 A202 2 A201 1 A201 1 A205 1 A205 UNIT C1 501 UNIT A1 502 UNIT A2 503 UNIT A3 504 UNIT A4 505 UNIT D1 506 UNIT D2 507 UNIT D3 508 UNIT B1 509 UNIT D4 510 UNIT A5 511 UNIT A6 512 UNIT A7 513 UNIT A6 514 UNIT A7 515 UNIT A6 516 UNIT A8 517 UNIT D5 518 UNIT D13 520 UNIT B4 522 UNIT A15 523 UNIT A13 524 UNIT A14 525 UNIT D14 527 UNIT B5 530 UNIT D12 531 UNIT A11 532 UNIT A12 533 UNIT C2 534 TELECOM 536 A203 42 3 1 TRASH ROOM 535 PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE 48'-1 3/8" 1'-7 1/4"9'-0"12'-8"9'-0"6'-5" ROOF DECK W/ GRILLING STATIONS /1A422 /1A421 /1A422 /1A423 /1A421 /1A425 /1A421 /1A424 ELEVATOR LOBBY 538 SOUTH CORRIDOR 540 1 A204 1 A204 3 A205 3 A205 2 A204 2 A204 NORTH CORRIDOR 539 ELEC/DATA 537 1'-10 5/8"6'-0" 3'-0 3/4" 9'-0" 1'-7" 2 A205 2 A205 P12 P12 P12 P12 P12 P17 P17 P17 P11 P11 P10 EAST STAIR NORTH STAIR CENTRAL STAIR 5'-3 1/2" 57'-5 5/8" 68'-11 1/4" 3 1/2" 28'-7".35'-3 5/8" 20'-11 5/8" . 24'-9 7/8" 42'-9 3/8"9'-5 1/2"42'-10 5/8" 20'-11 5/8" . 41'-1 3/4" 8'-0" 4'-7 1/2" . 39'-0 1/2" 24'-0 7/8".11'-9 1/4".11'-9 5/8".11'-9 1/4".11'-9 5/8".11'-9 1/4".11'-9 5/8".11'-7 3/4".12'-7 1/2".10'-4 1/2" 36'-1 1/2"7'-7"4'-0 3/4"93'-0 1/2"5'-0 3/8" 1'-4 5/8" 38'-9 7/8" . 4'-7" . . 33'-3 7/8".21'-10 5/8" 2'-8 5/8" 18'-4 1/8"58'-8 1/4"4'-8 3/4".49'-3" 31'-6 3/4" 8'-2 1/2" 10'-1 1/8" 3'-2 3/8" 4'-10 3/8"20'-1 3/4" 20'-4 1/4"6'-0 1/4" 25'-8 1/4".11'-8 1/8".11'-9 7/8".11'-9 1/2".4'-10 3/8".39'-1"10'-6 1/2".11'-9 3/4".11'-9 1/4".11'-11"...4'-8 7/8" 30'-9 7/8" 9'-4 1/2" 25'-10" . 11'-9 7/8" . 11'-9" 19'-9 1/4".4'-7 5/8".18'-3 1/4" P12 96'-9 3/8" 1'-4 3/4"9'-0"3'-4"9'-0"10'-4 5/8"9'-0"12'-4"9'-0"10'-4 5/8"9'-0"3'-4"9'-0"1'-7 1/4" 33'-0 1/8"9'-1 1/4"12'-2 3/4"9'-1 1/4"33'-3 7/8" 8'-5 3/4"22'-7 1/2" 23'-11 1/8"13'-0 5/8" 4"8'-8" 6 1/2" 1'-5 3/4"9'-0"3'-3"9'-0"3'-4"9'-0" 1'-10 7/8" 4 7/8" 7'-8" 4 7/8" 5'-2 1/4"9'-0"3'-4"9'-0"3'-4"9'-0"3'-4"9'-0"3'-4"9'-0"1'-7 1/4" 5'-2 1/4"9'-1 1/4"15'-6 3/4"9'-1 1/4"26'-2" 126'-6 5/8" 32'-11" 8" 59'-10 3/8" 1'-7 1/4" 8'-8" 10'-7 7/8" 8'-8" 14'-11 3/8" 8'-8" 3'-4" 8'-8" 1'-5 3/4" 1'-10 5/8" 8'-8" 3'-4" 8'-8" 1'-8" 8'-8" 3/8" 20'-7 7/8" 9'-2 1/2" 26'-4 7/8" 9'-2 1/2" 34'-1 1/2" 46'-2 5/8" 153'-5 1/8" 9'-0"3'-4"8'-8"3'-4"8'-8"3'-6"8'-8"1'-8 1/8"59'-10 3/8" 37'-8 7/8" 9'-2 1/2" 46'-7 3/8" 45'-7 1/8" 75'-5 3/8" .14'-0"49'-4" 75'-5 3/8" 1'-7 1/4" 9'-0" 3'-4" 9'-0" 3'-4" 9'-0" 11'-7 1/8" 9'-0" 1'-7 1/4" 38'-8 1/4" 21'-6 3/8" 187'-4 1/8" 38'-8 1/4"136'-0 1/4" 187'-4 1/8" 3'-0 3/4" 8'-8" 3'-4" 8'-8" 3'-4" 8'-8" 3'-4" 8'-8" 3'-4" 8'-8" 3'-3 1/4" 6 7/8" 8'-8" 6 7/8" 3'-3 1/4" 8'-8" 3'-4" 8'-8" 3'-4" 8'-8" 3'-4" 8'-8" 3'-4" 8'-8" 3'-3 1/4" 12'-1 3/8"3'-5 1/4"8'-0"2'-6 3/4"13'-11 1/4"9'-0"3'-4"9'-0"3'-4"6'-0"4 '-8 3/4" P15P15P15P15 65'-1 1/2" ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 3/32" = 1'-0" 5TH FLOOR PLAN A105 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT PLAN KEYNOTES P1STANDBY GENERATOR P2CONCRETE FILLED STEEL BOLLARD(S), SEE DETAIL X/A500 P3ACCESS VEHICLE CONTROL BARRIER GATE, LIFTMASTER MAT W/ 10FT ARM P4STORAGE LOCKERS P5TRASH COMPACTOR, MINI-MAC MODEL BY MARATHON 5A P6TRASH COMPACTOR TRASH BIN, MINI MAC MODEL BY MARATHON 5A P7FDC CONNECTION, SEE FIRE PROTECTION DWGS P8PATIO, CONCRETE PLINTH W/ PLANTERS & PRECAST CONCRETE BENCHES, SEE LANDSCAPE DRWGS P9WOOD SLAT FENCE P10PAINTED STEEL + GLASS CANOPY P11RECYCLING CHUTE WITH 15% PADDED OFFSET @ BOTTOM BY CHUTES INTERNATIONAL P12RECESSED FIRE EXTINGUISHER CABINET W/GLASS DOOR P13REAR DRAIN TOILET, Units 211-216 only P14CUSTOM MILLWORK RECESSED SHELF AT TYPE 5C BATHROOMS ONLY, SEE SHEET 5B/A602 P15FACTORY PAINTED ALUMINUM SUN SCREEN LOUVERS P16ROOF DECK DRAIN, SEE PLUMBING DRWGS P17PAINTED STEEL GUARDRAIL P18GENERATOR EXHAUST SHAFT, SEE MECH. DWGS P19MIN. 24" WIDE ALUM. OR GALV. STL. LADDER (U200 BY UPNOVR OR SIMILAR) P20SURFACE MOUNTED FIRE EXTINGUISHER CABINET W/ GLASS DOOR P21INTERIOR WINDOW, SEE WINDOW SCHEDULE P22ALL COLUMNS TO BE 3HR FIRE RATED SEE DETAILS ON SHEET A510 P23MANIFOLD/WATER METER WALL-MOUNTED 30"x30" PTD ACCESS PANEL, FRAMELESS, BOTTOM SILL MOUNTED AT 9" A.F.F. IN ALL BATHROOMS (BEHIND DOOR SWING), HALLWAYS (CENTERED ON WALL) AND CLOSET (AT CORNER) LOCATIONS. TYPICAL UNITS SHOWN AT 2ND FLOOR ENLARGED PLAN. ANY CONFLICTS TO BE COORDINATED WITH ARCHITECT. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 OSSD OS OS OS OS OS OS SD SD SD SD SD SD SD SD SD SD SD SDOS SD SD OS SD OS PS SD /1A422_R /1A421_R /1A422_R /1A423_R /1A421_R /1A425_R /1A421_R /1A424_R UNIT A15 523 UNIT A13 524 UNIT A14 525 UNIT D5 518UNIT A8 517 UNIT A6 516 UNIT A7 515 UNIT A6 514 UNIT A7 513 UNIT A6 512 UNIT A5 511 UNIT D4 510 UNIT D14 527 UNIT B5 530 UNIT D12 531 UNIT A11 532 UNIT A12 533 UNIT C2 534 UNIT A1 502 UNIT A2 503 UNIT A3 504 UNIT A4 505 UNIT C1 501 UNIT D1 506 UNIT D2 507 UNIT B1 509 UNIT D3 508 TELECOM 536 TRASH ROOM 535 SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS ELEVATOR LOBBY 538 SOUTH CORRIDOR 540 UNIT B4 522 UNIT D13 520 EAST STAIR NORTH STAIR CENTRAL STAIR ELEC/DATA 537 SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS NORTH CORRIDOR 539 1. FOR OFFSETS OF SHAFT RISERS, PROVIDE CONTINUOUS 2HR RATED GWB ENCLOSURES ON ALL SIDES, FOR LOCATION SEE MECHANICAL DWGS. 2. ALL CONDUIT FOR CEILING MOUNTED FIXTURES OR DEVICES IN AREAS WITH EXPOSED CONCRETE CEILINGS SHALL BE CAST IN CONCRETE SLAB FOR CONCEALMENT. CONDUIT FOR FLOOR MOUNTED POWER, PHONE AND DATA RECEPTACLES SHALL BE CAST IN SLAB AS REQ'D. 3. PROVIDE CONTROL JOINTS IN SUSPENDED GYPSUM BOARD CEILING AS SHOWN AND/OR AS REQ'D BY CEILING CONSTRUCTION. LOCATIONS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. ALIGN WALL & CEILING CONTROL JOINTS WHERE POSSIBLE. 4. CONTRACTOR SHALL PROVIDE ACCESS PANELS IN SUSPENDED GYP BOARD CEILING AS SHOWN ON ARCH & MEP DRAWINGS AND/OR AS REQ'D TO SERVICE MEP/FP SYSTEMS & EQUIPMENT. LOCATIONS NOT SHOWN ON ARCH OR MEP DRAWINGS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. 5. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS, ETC. FOR ALL CEILING MOUNTED ACCESS PANELS, CEILING TRIM, LIGHT FIXTURES, WINDOW TREATMENTS & OTHER EQUIPMENT OR DEVICES AS REQ'D. 6. REFER TO ARCH. DRAWINGS FOR LIGHT FIXTURES LOCATIONS. 7. REFER TO MECH. DRAWINGS FOR LOCATION & SIZE OF HVAC DUCTS & DIFFUSERS. 8. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPE, SWITCHING & LAMPING. 9. REFER TO INTERIOR DRAWINGS FOR ADD'L CEILING FINISH INFORMATION 10. INSTALL ALL INSULATION PER MANUFACTURER'S INSTRUCTIONS. CONTRACTOR TO HAVE INSTRUCTIONS AVAILABLE FOR INSPECTION. 11. SPRINKLERS TO BE ORTHOGONALLY ALIGNED WITH AND EQUALLY SPACED BETWEEN OTHER BUILDING ELEMENTS (I.E. LIGHTS, DIFFUSERS, DOORWAYS, CEILINGS, BULKHEADS) AND EVENLY SPACED AND ALIGNED WITH EACH OTHER. CONFIRM ALL LOCATIONS W/ ARCHITECT PRIOR TO INSTALLATION. RECESSED LIGHT FIXTURE COVE LIGHT / ART WALL WASH (ACLC) -V.I.F. RECESSED STRIP LIGHT W/ LENS, FACING SIDE (CLC) -V.I.F. SURFACE MOUNT DOWNLIGHT WALL SCONCE SPEAKER -SEE AV DWGS FOR TYPES (FINISH TO MATCH ADJACENT CLG. OR WALL, U.N.O.) SPEAKER/STROBE -SEE ELEC. DWGS OCCUPANCY SENSOR SEE ELEC. DWGS PHOTO SENSOR -SEE ELEC. DWGS EXIT SIGN -SEE ELEC. DWGS SMOKE DETECTOR -SEE ELEC. DWGS CENTERLINE RETURN -SEE MECH. DWGS EXHAUST/SUPPLY -SEE MECH. DWGS PS OS SD RCP LEGEND RCP GRAPHIC KEY RCP GENERAL NOTES EXPOSED CONCRETE CEILING SLAB 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-4 1/2" AFF 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-0" AFF SURFACE MOUNT DOWNLIGHT, WET LOCATION PENDANT 1/2" GYPSUM BOARD CEILING, PTD. (U.N.O.); HT 7'-10" AFF ELEC. PANEL -SEE ELEC. DWGS TELECOM PANEL -SEE ELEC. DWGS INTERCOM -SEE ELEC. DWGS ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N As indicated 5TH FLOOR RCP A105_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET ADJUSTED PER ARCH. BACKGROUND CHANGES. ACCESS PANELS, SMOKE DETECTORS, OCCUPANCY SENSORS ADDED FOR CLARIFICATION. 1 1 ALL INTERCOM PANELS REMOVED. 1 1 FD FD FD FDFD RDRD RD RD RD RD RD RD RDRD RD RD RD RD RD RD RD RD RDRD T T T T T T M S SS MMMMMMM OSSD OS OS OS OS OS OS SD SD SD SD SD SD SD SD SD SD SD SD SDOS SD SD OS OSSD OS OS OS OS OS OS SD SD SD SD SD SD SD SD SD SD SD SD SDOS SD SD OS OSSD OS OS OS OS OS OS SD SD SD SD SD SD SD SD SD SD SD SDOS SD SD OS OSSD OS OS OS OS OS OS SD SD SD SD SD SD SD SD SD SD SD SD SDOS SD SD OS 1 A202 2 A202 2 A201 1 A201 1 A205 1 A205 42 3 1 PROPERTY LINE PROPERTY LINE PROPERTY LINE ELEVATOR OVERRUN 1 A204 1 A204 3 A205 3 A205 2 A204 2 A204 DHW R101 3/8" / 1'-0" 1/4" / 1'-0" 3/8" / 1'-0" 1/4" / 1'-0" 3/8" / 1'-0" 1/4" / 1'-0"1/4" / 1'-0" 1/2" / 1'-0" 1/4" / 1'-0" 1/4" / 1'-0" 1/4" / 1'-0" 1/4" / 1'-0"1/4" / 1'-0" 1/4" / 1'-0" 1/4" / 1'-0" 1/4" / 1'-0" 1/4" / 1'-0" 1/4" / 1'-0" 1/4" / 1'-0" 1/4" / 1'-0" 1/8" / 1'-0" 1 / 8 " / 1 ' 0 " 1 / 8 " / 1 ' 0 " 1/8" / 1'-0" 1/4" / 1'-0" 1/4" / 1'-0" 1/4" / 1'-0" 1/2" / 1'-0" 1/4" / 1'-0" 1/4" / 1'-0" 1/4" / 1'-0" 1/4" / 1'-0" 1/4" / 1'-0" 1/4" / 1'-0" 1/4" / 1'-0" 1 / 4 " / 1 ' 0 " 5/8" / 1'-0" 1 / 4 " / 1 ' 0 " 5/8" / 1'-0" 3 / 8 " / 1 ' 0 " 1/4" / 1'-0" 1/4" / 1'-0" 1/4" / 1'-0"1/4" / 1'-0" 2 A205 2 A205 1/4" / 1'-0"1/4" / 1'-0" 1/4" / 1'-0"1/4" / 1'-0" P19 P18 P9 12'-0" SETBACK FOR MECHANICAL EQUIPMENT 12'-0" SETBACK FOR MECHANICAL EQUIPMENT 12'-0" SETBACK FOR MECHANICAL EQUIPMENT P15P15P15P15P15P15P15P15P15P15 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 3/32" = 1'-0" ROOF PLAN A106 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT PLAN KEYNOTES P1STANDBY GENERATOR P2CONCRETE FILLED STEEL BOLLARD(S), SEE DETAIL X/A500 P3ACCESS VEHICLE CONTROL BARRIER GATE, LIFTMASTER MAT W/ 10FT ARM P4STORAGE LOCKERS P5TRASH COMPACTOR, MINI-MAC MODEL BY MARATHON 5A P6TRASH COMPACTOR TRASH BIN, MINI MAC MODEL BY MARATHON 5A P7FDC CONNECTION, SEE FIRE PROTECTION DWGS P8PATIO, CONCRETE PLINTH W/ PLANTERS & PRECAST CONCRETE BENCHES, SEE LANDSCAPE DRWGS P9WOOD SLAT FENCE P10PAINTED STEEL + GLASS CANOPY P11RECYCLING CHUTE WITH 15% PADDED OFFSET @ BOTTOM BY CHUTES INTERNATIONAL P12RECESSED FIRE EXTINGUISHER CABINET W/GLASS DOOR P13REAR DRAIN TOILET, Units 211-216 only P14CUSTOM MILLWORK RECESSED SHELF AT TYPE 5C BATHROOMS ONLY, SEE SHEET 5B/A602 P15FACTORY PAINTED ALUMINUM SUN SCREEN LOUVERS P16ROOF DECK DRAIN, SEE PLUMBING DRWGS P17PAINTED STEEL GUARDRAIL P18GENERATOR EXHAUST SHAFT, SEE MECH. DWGS P19MIN. 24" WIDE ALUM. OR GALV. STL. LADDER (U200 BY UPNOVR OR SIMILAR) P20SURFACE MOUNTED FIRE EXTINGUISHER CABINET W/ GLASS DOOR P21INTERIOR WINDOW, SEE WINDOW SCHEDULE P22ALL COLUMNS TO BE 3HR FIRE RATED SEE DETAILS ON SHEET A510 P23MANIFOLD/WATER METER WALL-MOUNTED 30"x30" PTD ACCESS PANEL, FRAMELESS, BOTTOM SILL MOUNTED AT 9" A.F.F. IN ALL BATHROOMS (BEHIND DOOR SWING), HALLWAYS (CENTERED ON WALL) AND CLOSET (AT CORNER) LOCATIONS. TYPICAL UNITS SHOWN AT 2ND FLOOR ENLARGED PLAN. ANY CONFLICTS TO BE COORDINATED WITH ARCHITECT. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 1 A508 Sim 1 A508 Sim GB SB GB GB PP GB PP SB PP CA SR EO PM PM EO WB SR SR 2'-9 1/2" 5'-8 7/8" 9'-8 1/2" 13'-0 3/4" 13'-2 1/8" 10'-10 1/4" 4'-0" 2'-3 7/8" 5'-6 3/4" 1'-0 5/8" 2'-2 1/8" 2 3/8" 8'-0"22'-0"10'-8 1/4"6'-0" 3'-2" 5 3/4" 8'-0"18'-0"26'-5 1/4"12'-0"2 1/4" 11'-4 1/2" 2 1/2" 2'-5 1/2"8'-0" 5'-0 5/8"3'-8 3/4" 8'-6 1/2" 2'-1 1/4" 8 3/4" 8'-10 1/2"9'-3 5/8"9'-6 3/8"9'-3 1/4"11'-7 1/2" 38'-8 1/4" 56'-7 1/2" 68'-3 1/4" 6 A506 9 A506 WB WB WB WB WB EA EA EA LH LH WB JM BS BS BS BS BS BS EA PP SB SB SB SF2 58'-8 5/8" 43'-11 1/4" 5'-9"8'-8 1/4"13'-4 3/4"10'-7 1/4"5'-6" 9'-7 5/8" 10'-2 1/2" 14'-2 1/2" 7'-6 3/8" 17'-1 1/2" 15'-3 3/4" 11'-11" 10'-10" 20'-7 7/8" 10'-1"3'-5"6'-3 3/8"5'-11"7'-8 1/8"10'-6 7/8" 11'-2"5'-9 1/2"5'-8 1/8"10'-0 1/2" 6'-2 3/8" 7 1/4" 5'-1 3/4"7'-11" 3 3/4" 7'-4 3/8"5'-1 3/4"4'-4 3/4" 4'-3 7/8"2'-5 5/8"5'-8 1/2"4'-8 7/8" PG GREEN ROOF LEGEND TAG BS CA EO JM LH PG PM SM SR1 WB BENCH SEATING DESCRIPTIONSIZENOTES 18"x60"x18" OUTDOOR, STATIONARY BENCH W/ STAINLESS STEEL BASE & WOOD SLAT SEATING SURFACE CORAL BURST CRAB APPLE1"-1.5" CAL. COLUMNAR ENGLISH OAK HYBRID BLOODGOOD JAPANESE MAPLE#15 CONT.4'-5" TALL LIMELIGHT HYDRANGEA#10 CONT.TREE FORM PERENNIAL GARDEN #1 CONT. PERENNIAL BED SOIL TO BE MOUNDED TO 12" DEEP UNDER JAPANESE MAPLE (JM) PAPERBARK MAPLE PRE-GROWN SEDUM MATSOD 3'x6' SAFETY RAILING, 4TH FL36" TALL117 FT WHITESPIRE BIRCH7'-8"MULTI-STEM QUANTITY 6 1 2 1 2 6 2 1,891 SF (234 SF @ 4TH; 1,657 SF @ 5TH) 9 SEGMENTS 1 EAEMERALD ARBORVITAE5'-6" CONT.3 GBGRAVEL BASE234 SF #2 ROUND GRAVEL BALLAST 39 CF (@ 2" DEPTH) 1"-1.5" CAL. AUTUMN JOY SEDUM BLUE WONDER CATMINT BUTTERFLY WEED GOLDSTURM BLACK-EYED SUSAN HAMELN PENNISETUM MAGNUS PURPLE CONEFLOWER #1 CONT. #1 CONT. #1 CONT. #1 CONT. #1 CONT. CHIVES1 PINT DRAGON'S BLOOD SEDUM#1 CONT. 6 6 6 6 6 6 6 123 SF 1"-1.5" CAL. SR2SAFETY RAILING, 5TH FL25" TALL162 FT 3 SEGMENTS ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" GREEN ROOF PLANS A107 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 4TH FLOOR TERRACE 1/4" = 1'-0" 2 5TH FLOOR TERRACE 1 103.11.2021100% CONSTRUCTION DOCUMENT SET 1ST FLOOR 394.54' 2ND FLOOR 406.54' 3RD FLOOR 416.54' 4TH FLOOR 426.54' 5TH FLOOR 436.54' ROOF 446.54' 1 A204 1 A204 2 A204 2 A204 ADJACENT TO THAYER APPLIANCE GARAGE ENTRY ADJACENT TO WYLLIE DRY CLEANING 12'-0"10'-0"10'-0"10'-0"10'-0" E2 E7 E6 E11 E9 E11 E6 E7 E19 E19 W-5W-5 W-5W-5 W-5W-5 W-5W-5 W-11 W-11 W-11 W-11 W-11 W-11 W-5 W-5 W-5 W-5 W-5 W-5 W-5 W-5W-4 W-4 W-4 W-4 W-12 W-3 W-5W-5W-5 E7 E7 E8C E6 W-8 W-8W-8 W-8 W-8 E28 E28 E28 E28 ADJACENT STRUCTURE W-5W-5 W-5W-5 W-5 W-5E8C W-5W-5W-5W-5W-8 E6 E29E29 E19 W-5W-5 W-5W-5 W-5 W-5 W-16 W-5 E8B E30 E30 E30 E30 E31 E31 E19 E8C E8C E8C E8C E8C E8C E19 E31 E19 E19 1 W-1 W-1 W-1 W-1 1 W-5 E8B E8B E8 E24 E8B E8BE8C E8B 6'-2" 6'-2" 6'-2"18'-10" 6'-2" 6'-2" 6'-2" 6'-2" 4'-8" 6'-2 5/8" 6'-2 5/8" 6'-2 5/8" 6'-2 5/8" 6'-2" 6'-2" 6'-2" REFER TO/ 3A203 1 ALIGN PANEL RIBS W/ VERTICAL TRIM CENTER TRIM BETWEEN PANEL RIBS ALIGN VERTICAL TRIM TO PANEL RIBS ALIGN VERTICAL TRIM TO PANEL RIBS ALIGN VERTICAL TRIM TO PANEL RIBS 1111ALIGN PANEL RIBS W/ VERTICAL TRIM ALIGN VERTICAL TRIM TO PANEL RIBS CENTER TRIM BETWEEN PANEL RIBS 1 1 1 W-16 W-16 E29b E29b E29b E29bE29b E28 E9 E29b 6'-0" TYP. 1 1ST FLOOR 394.54' 2ND FLOOR 406.54' 3RD FLOOR 416.54' 4TH FLOOR 426.54' 5TH FLOOR 436.54' ROOF 446.54' 1 A204 1 A204 2 A204 2 A204 52'-0" ADJACENT TO STATE DINER (NOT IN SCOPE) 10'-0" 10'-0" 10'-0" 10'-0" 12'-0" E7 E7 E2 E10 E7 E25 E7 E13 E6 E8B E8C E17 E11 E26 E2 E13 E5 E6 E7 W-5 W-5 W-11 W-11W-5 W-5 W-11 W-5 W-5 W-5 W-5 W-11 W-11 W-11 S4 S10 W-7 W-4 W-7 W-4 W-7 W-4 W-4W-4 W-4 W-4 W-4 W-4 W-4 W-4 W-7 W-4 W-4 W-4 W-7 W-4 W-7 W-4 W-5 W-5 S-14 E7 E7E28 E28 E28E28 W-7 W-7 W-7 W-7 ADJACENT STRUCTURE W-8 W-8 W-8 W-8W-8 W-8 W-8W-8W-8 W-8W-8W-8 W-8 W-8 W-8 S12 S9S9S9 E14 E14 E9E15E9E14 CONTRACTOR TO BUILD A FREE STANDING MOCK UP OF THIS SECTION OF THE FACADE. DO NOT ORDER ANY OF THE MATERIALS UNTIL THE MOCK UP HAS BEEN APPROVED. E6 S-14 W-16W-16W-16W-16W-16W-16 W-16 W-16 W-16 W-16 W-16 W-16 W-5 W-5 E6 E6 W-5 W-5 W-5 W-5 W-5 W-5 W-15 W-15 W-15 A201 4 E8 E8A E8B E8C INFILL WITH MASONRY TO MATCH EXISTING -V.I.F. ACCESS LADDER E7E31 E8C E8C E8C GL-5 1 E24 11 6'-2" 6'-2" 6'-2" 6'-2" 6'-2" 6'-2" 6'-2" 6'-2" 6'-2" 4'-11" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-6 1/8" 6'-6 1/8" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-2" 6'-2" 9'-4" 6'-2" ALIGN VERTICAL TRIM TO PANEL RIBS, TYP. ALIGN VERTICAL TRIM TO PANEL RIBS TRIM CENTERED BETWEEN PANEL RIBS 1 1 1 E8B E8B S11S2S5S2 S11 ALIGN PANEL RIBS W/ VERTICAL TRIM ALIGN PANEL RIBS W/ VERTICAL TRIM 1 1 1 EQEQ 6" 2'-8" FDC -REFER TO PLUMB. DWGS RPZ -REFER TO PLUMB. DWGS 1 E31 E19 E19 E31 E31 E19 E19 E32 E32 1 1 BEYOND PARAPET E8C 2ND FLOOR 406.54' THESE ARE TO BE POWDER COATED ALUMINUM CHANNEL LETTERS. THEY ARE TO BE PROVIDED WITH INTERIOR LED LIGHTS THAT ILLUMINATE THE SURFACE BEHIND THE LETTERS (NUMBERS). CONTRACTOR TO PROVIDE SHOP DRAWINGS. THE ENGINEER TO PROVIDE POWER FOR THIS TO BE SHOWN ON THE ELECTRICAL DRAWINGS. 1'-10" 8" 1'-6 1/2" GL-1: LOW-E-COATED, CLEAR INSULATING VISION GLASS GL-2b: FULLY-TEMPERED, TRIPLE-PANE, CLEAR INSULATING VISION GLASS GL-4: LOW-E-COATED, ULTRACLEAR INSULATING VISION GLASS GL-4b: FULY-TEMPERED, LOW-E-COATED, ULTRACLEAR INSULATING VISION GLASS P1: CORRUGATED PANEL GL-2c: TRIPLE-PLANE, CLEAR INSULATING SPANDREL GLASS GLAZING LEGEND GL-2: TRIPLE-PANE, CLEAR INSULATING VISION GLASS GL-1b: FULLY-TEMPERED, LOW-E-COATED, CLEAR INSULATING VISION GLASS GL-5: LAMINATED, HEATSTRENGTHENED CLEAR FLOAT GLASS GL-6: ULTRACLEAR FLOAT GLASS GL-6b: FULY-TEMPERED, ULTRACLEAR FLOAT GLASS ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION As indicated NORTH & SOUTH ELEVATIONS A201 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/8" = 1'-0" 1 NORTH ELEVATION 1/8" = 1'-0" 2 SOUTH ELEVATION E1NEW PAINTED WOOD DOUBLE HUNG WINDOWS TO MATCH HISTORIC PROFILE E2EXISTING FACADE TO BE RETAINED. POINT UP BRICK + PAINT E5CORRECTLY RAISED EXTERIOR AREA TO BE LOWERED TO GRADE E6FACTORY PAINTED ALUMINUM OR CLAD WOOD DOUBLE HUNG WINDOWS WITH INSULATING GLASS E7CORRUGATED METAL PANELS BY O'DONNELL METAL DECK AND BAR JOIST COMPANY. 1-1/4"CORRUGATED GALVANIZED STEEL, FACTORY PAINTED E8PAINTED WOOD TRIM COPING E8APAINTED WOOD TRIM PIECES - 2X2 E8BPAINTED WOOD TRIM PIECES - 2X4 E8CPAINTED WOOD TRIM PIECES - 4X4 E9MODULAR BRICK - GTSW GEORGETOWN MUDBOX SMOOTH TYPE 2 MODULAR CORED; WATSONTOWN BRICK CO. E10PAINTED STEEL CORNICE E11PAINTED STEEL GUARDRAIL E13PAINTED ALUMINUM STOREFRONT WINDOWS E14DARK CHARCOAL COLORED HONED GRANITE BASE E15PRECAST CONCRETE BASE E17PAINTED STEEL + GLASS CANOPY E18PAINTED DECORATIVE STEEL BEAM ELEMENT WITH PULLEY AND CABLE E19PAINTED STEEL LINTELS E24METAL COPING E25METAL AWNING E26CMU E28EXTERIOR LIGHT FIXTURE - SEE ENLARGED RCP's E29RECESSED FACE BRICK, 8'-8" x 5'-9 1/4" E29bRECESSED FACE BRICK, 6'-0" x 5'-9 1/4" E30PAINTED STEEL CHANNEL E31PRECAST CONCRETE SILL AT WINDOW E32PRECAST CONCRETE SILL AT STOREFRONT E33PRECAST CONCRETE SILL AT BRICK INSET E34PRECAST CONCRETE SILL AT JULIET BALCONY KEYNOTES SEE SHEET A804 FOR STOREFRONT & WINDOW ELEVATIONS GLAZING = X# 1/4" = 1'-0" 4 BUILDING SIGNAGE 1 1 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1ST FLOOR 394.54' 2ND FLOOR 406.54' 3RD FLOOR 416.54' 4TH FLOOR 426.54' 5TH FLOOR 436.54' ROOF 446.54' 1 A205 1 A205 3 A205 3 A205 ADJACENT TO NAPA AUTO PARTS ADJACENT TO STATE DINER ROOF TERRACE 10'-0" 10'-0" 10'-0" 10'-0" 12'-0" PARKING 40'-0" E11 E9 E6 E8E7 E17 E7 E7 E9 E7 E11 E11 E7 E26 E8CE7E9 E11 E19 W-4 W-4 W-4 W-4 W-8W-8 W-8 W-8W-8W-8 W-8 W-8 W-8 W-9 W-9 W-9 W-9 W-9 W-9 W-14 W-14 E26 E28 E28 E28E28 E29 2 A205 2 A205 W-13 E1 W-13 E19 W-4 W-4 W-4 W-4 W-10 E8CE8C E8B E8C E19 E28 E28 1 6'-0"6'-0"6'-0"6'-0"6'-4" E24 ALIGN VERTICAL TRIM TO PANEL RIBS CENTER TRIM BETWEEN PANEL RIBS 11 11 ACCESS LADDERGUTTER TO DOWNSPOUT 1 1 ALIGN PANEL RIBS W/ VERTICAL TRIM 1 E29 E29 E31 E31 E33 E7 W-4 W-13 W-13 E8C *REDUCED PROFILE, THIS FACADE ONLY E8C E8C*REDUCED PROFILE, THIS FACADE ONLY E8*REDUCED PROFILE, THIS FACADE ONLY * EAST FACADE 48'-1 3/8" 1ST FLOOR 394.54' 2ND FLOOR 406.54' 3RD FLOOR 416.54' 4TH FLOOR 426.54' 5TH FLOOR 436.54' ROOF 446.54' 1 A205 1 A205 3 A205 3 A205 ADJACENT TO WYLLIE DRY CLEANING OPEN TO ALLEY PARKING 10'-0" 10'-0" 10'-0" 10'-0" 12'-0" 52'-0" ROOF TERRACE E7 E17 E6 E2 E9 E11 E2 E6 E7 E8C E8C E2 E11 W-11 W-11 W-11 W-5 W-5W-5W-5W-5W-5 W-11W-5W-5W-11 W-9 W-9 W-9W-9 W-9 W-9 W-6W-6 W-6 W-6 W-6 W-6 W-1 W-1 W-1 W-1 W-20 E9 E6 W-8W-8 W-8W-8 W-8W-8W-8 EXISTING BEAM W-4W-7 2 A205 2 A205 70'-1" W-16 W-16 W-16W-16 W-16 W-16W-16W-16 W-16 W-16 S13 W-19 W-17 W-18 W-11 E8C E7 W-10 W-14 E6 E6 W-4 W-13 W-13W-14 W-17 E8B E8B E8C GLAZING SHOWN IN GRAY ARE OPAQUE WITH DRYWALL BEYOND SEE A500'S DETAILS E28 E28 E28 E28 6'-2"6'-0"6'-0"6'-0"6'-0"6'-2"6'-2" ALIGN VERTICAL TRIM TO PANEL RIBS 1 CENTER TRIM BETWEEN PANEL RIBS 1 6'-2"6'-2"6'-2"6'-2"6'-2"6'-2 1/2"6'-2"4'-5" ALIGN VERTICAL TRIM TO PANEL RIBS 1 ALIGN PANEL RIBS W/ VERTICAL TRIM 1 CENTER TRIM BETWEEN PANEL RIBS 1 ACCESS LADDER GUTTER TO DOWNSPOUT 1 1 1 ? 1 INFILL WITH MASONRY TO MATCH EXISTING -V.I.F. 1 ALIGN PANEL RIBS W/ VERTICAL TRIM 1 W-16 W-16 E31 E31 S8 E32 1 E34 E34 BEYOND PARAPET GL-1: LOW-E-COATED, CLEAR INSULATING VISION GLASS GL-2b: FULLY-TEMPERED, TRIPLE-PANE, CLEAR INSULATING VISION GLASS GL-4: LOW-E-COATED, ULTRACLEAR INSULATING VISION GLASS GL-4b: FULY-TEMPERED, LOW-E-COATED, ULTRACLEAR INSULATING VISION GLASS P1: CORRUGATED PANEL GL-2c: TRIPLE-PLANE, CLEAR INSULATING SPANDREL GLASS GLAZING LEGEND GL-2: TRIPLE-PANE, CLEAR INSULATING VISION GLASS GL-1b: FULLY-TEMPERED, LOW-E-COATED, CLEAR INSULATING VISION GLASS GL-5: LAMINATED, HEATSTRENGTHENED CLEAR FLOAT GLASS GL-6: ULTRACLEAR FLOAT GLASS GL-6b: FULY-TEMPERED, ULTRACLEAR FLOAT GLASS ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION As indicated EAST & WEST ELEVATIONS A202 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/8" = 1'-0" 1 EAST ELEVATION 1/8" = 1'-0" 2 WEST ELEVATION E1NEW PAINTED WOOD DOUBLE HUNG WINDOWS TO MATCH HISTORIC PROFILE E2EXISTING FACADE TO BE RETAINED. POINT UP BRICK + PAINT E5CORRECTLY RAISED EXTERIOR AREA TO BE LOWERED TO GRADE E6FACTORY PAINTED ALUMINUM OR CLAD WOOD DOUBLE HUNG WINDOWS WITH INSULATING GLASS E7CORRUGATED METAL PANELS BY O'DONNELL METAL DECK AND BAR JOIST COMPANY. 1-1/4"CORRUGATED GALVANIZED STEEL, FACTORY PAINTED E8PAINTED WOOD TRIM COPING E8APAINTED WOOD TRIM PIECES - 2X2 E8BPAINTED WOOD TRIM PIECES - 2X4 E8CPAINTED WOOD TRIM PIECES - 4X4 E9MODULAR BRICK - GTSW GEORGETOWN MUDBOX SMOOTH TYPE 2 MODULAR CORED; WATSONTOWN BRICK CO. E10PAINTED STEEL CORNICE E11PAINTED STEEL GUARDRAIL E13PAINTED ALUMINUM STOREFRONT WINDOWS E14DARK CHARCOAL COLORED HONED GRANITE BASE E15PRECAST CONCRETE BASE E17PAINTED STEEL + GLASS CANOPY E18PAINTED DECORATIVE STEEL BEAM ELEMENT WITH PULLEY AND CABLE E19PAINTED STEEL LINTELS E24METAL COPING E25METAL AWNING E26CMU E28EXTERIOR LIGHT FIXTURE - SEE ENLARGED RCP's E29RECESSED FACE BRICK, 8'-8" x 5'-9 1/4" E29bRECESSED FACE BRICK, 6'-0" x 5'-9 1/4" E30PAINTED STEEL CHANNEL E31PRECAST CONCRETE SILL AT WINDOW E32PRECAST CONCRETE SILL AT STOREFRONT E33PRECAST CONCRETE SILL AT BRICK INSET E34PRECAST CONCRETE SILL AT JULIET BALCONY KEYNOTES SEE SHEET A804 FOR STOREFRONT & WINDOW ELEVATIONS GLAZING = X# 1 1 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1ST FLOOR 394.54' 2ND FLOOR 406.54' 3RD FLOOR 416.54' 4TH FLOOR 426.54' 5TH FLOOR 436.54' ROOF 446.54' 2 A204 2 A204 10'-0" 10'-0" 10'-0" 10'-0" 12'-0" 52'-0" E7 E8 1ST FLOOR 394.54' 2ND FLOOR 406.54' 3RD FLOOR 416.54' 4TH FLOOR 426.54' 5TH FLOOR 436.54' ROOF 446.54' 3 A205 3 A205 10'-0" 10'-0" 10'-0" 10'-0" 12'-0" 52'-0" E6 E7E7 W-2 W-2 W-2 W-2 2 A205 2 A205 1ST FLOOR 394.54' 2ND FLOOR 406.54' 3RD FLOOR 416.54' 4TH FLOOR 426.54' 5TH FLOOR 436.54' ROOF 446.54' 2 A204 2 A204 12'-0"10'-0"10'-0"10'-0"10'-0" 52'-0" E8 E7 W-5 W-5 W-5 W-5W-4 W-4 W-4 W-4 W-5 W-5 W-5W-5 W-5W-5 W-5W-5 ALIGN PANEL RIBS W/ VERTICAL TRIM 1 6'-1" 6'-2" 6'-2" 6'-2" E24 CENTER TRIM BETWEEN PANEL RIBS 1ST FLOOR 394.54' 2ND FLOOR 406.54' 3RD FLOOR 416.54' 4TH FLOOR 426.54' 5TH FLOOR 436.54' ROOF 446.54' 3 A205 3 A205 E8 E7 E6 E6 E7 W-4W-4 W-4 W-4 W-4 W-4 W-4 W-4 2 A205 2 A205 W-4W-4W-4 W-13 W-4W-4 W-4 W-4 W-4W-4 W-13 W-13 6'-0"6'-0"6'-0"6'-0" ALIGN PANEL RIBS W/ VERTICAL TRIM 1 GL-1: LOW-E-COATED, CLEAR INSULATING VISION GLASS GL-2b: FULLY-TEMPERED, TRIPLE-PANE, CLEAR INSULATING VISION GLASS GL-4: LOW-E-COATED, ULTRACLEAR INSULATING VISION GLASS GL-4b: FULY-TEMPERED, LOW-E-COATED, ULTRACLEAR INSULATING VISION GLASS P1: CORRUGATED PANEL GL-2c: TRIPLE-PLANE, CLEAR INSULATING SPANDREL GLASS GLAZING LEGEND GL-2: TRIPLE-PANE, CLEAR INSULATING VISION GLASS GL-1b: FULLY-TEMPERED, LOW-E-COATED, CLEAR INSULATING VISION GLASS GL-5: LAMINATED, HEATSTRENGTHENED CLEAR FLOAT GLASS GL-6: ULTRACLEAR FLOAT GLASS GL-6b: FULY-TEMPERED, ULTRACLEAR FLOAT GLASS ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION As indicated COURTYARD ELEVATIONS A203 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/8" = 1'-0" 1 COURTYARD ELEVATION -NORTH 1/8" = 1'-0" 2 COURTYARD ELEVATION -EAST 1/8" = 1'-0" 3 COURTYARD ELEVATION -SOUTH 1/8" = 1'-0" 4 COURTYARD ELEVATION -WEST E1NEW PAINTED WOOD DOUBLE HUNG WINDOWS TO MATCH HISTORIC PROFILE E2EXISTING FACADE TO BE RETAINED. POINT UP BRICK + PAINT E5CORRECTLY RAISED EXTERIOR AREA TO BE LOWERED TO GRADE E6FACTORY PAINTED ALUMINUM OR CLAD WOOD DOUBLE HUNG WINDOWS WITH INSULATING GLASS E7CORRUGATED METAL PANELS BY O'DONNELL METAL DECK AND BAR JOIST COMPANY. 1-1/4"CORRUGATED GALVANIZED STEEL, FACTORY PAINTED E8PAINTED WOOD TRIM COPING E8APAINTED WOOD TRIM PIECES - 2X2 E8BPAINTED WOOD TRIM PIECES - 2X4 E8CPAINTED WOOD TRIM PIECES - 4X4 E9MODULAR BRICK - GTSW GEORGETOWN MUDBOX SMOOTH TYPE 2 MODULAR CORED; WATSONTOWN BRICK CO. E10PAINTED STEEL CORNICE E11PAINTED STEEL GUARDRAIL E13PAINTED ALUMINUM STOREFRONT WINDOWS E14DARK CHARCOAL COLORED HONED GRANITE BASE E15PRECAST CONCRETE BASE E17PAINTED STEEL + GLASS CANOPY E18PAINTED DECORATIVE STEEL BEAM ELEMENT WITH PULLEY AND CABLE E19PAINTED STEEL LINTELS E24METAL COPING E25METAL AWNING E26CMU E28EXTERIOR LIGHT FIXTURE - SEE ENLARGED RCP's E29RECESSED FACE BRICK, 8'-8" x 5'-9 1/4" E29bRECESSED FACE BRICK, 6'-0" x 5'-9 1/4" E30PAINTED STEEL CHANNEL E31PRECAST CONCRETE SILL AT WINDOW E32PRECAST CONCRETE SILL AT STOREFRONT E33PRECAST CONCRETE SILL AT BRICK INSET E34PRECAST CONCRETE SILL AT JULIET BALCONY KEYNOTES SEE SHEET A804 FOR STOREFRONT & WINDOW ELEVATIONS GLAZING = X# 1 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1ST FLOOR 394.54' 2ND FLOOR 406.54' 3RD FLOOR 416.54' 4TH FLOOR 426.54' 5TH FLOOR 436.54' ROOF 446.54' 1 A205 1 A205 3 A205 3 A205 A308 3 10'-0" 10'-0" 10'-0" 10'-0" 12'-0" A305 2 52'-0" ACCESS LADDER GUTTER 2 A205 2 A205 1HR RATED FLOOR ASSEMBLY 1HR RATED FLOOR ASSEMBLY 3HR RATED FLOOR ASSEMBLY CONSTRUCTION TYPE VA CONSTRUCTION TYPE IA 1 1 1 1 1 1ST FLOOR 394.54' 2ND FLOOR 406.54' 3RD FLOOR 416.54' 4TH FLOOR 426.54' 5TH FLOOR 436.54' ROOF 446.54' 1 A205 1 A205 3 A205 3 A205 10'-0" 10'-0" 10'-0" 10'-0" 12'-0" A304 5 A309 6 ROOF GUTTER ADJACENT STRUCTURE 2 A205 2 A205 CONSTRUCTION TYPE VA CONSTRUCTION TYPE IA 1HR RATED FLOOR ASSEMBLY 1HR RATED FLOOR ASSEMBLY 3HR RATED FLOOR ASSEMBLY 1 1 1 1 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/8" = 1'-0" BUILDING SECTIONS A204 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/8" = 1'-0" 1 BUILDING SECTION 1/8" = 1'-0" 2 BUILDING SECTION 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1ST FLOOR 394.54' 2ND FLOOR 406.54' 3RD FLOOR 416.54' 4TH FLOOR 426.54' 5TH FLOOR 436.54' ROOF 446.54' 1 A204 1 A204 2 A204 2 A204 10'-0" 10'-0" 10'-0" 10'-0" 12'-0" 10'-0" 10'-0" 10'-0" 10'-0" 12'-0" 52'-0" A303 4 A306 2 1HR RATED WALL - BXUV.U348 1HR RATED WALL - BXUV.U906 1HR RATED FLOOR ASSEMBLY 1HR RATED FLOOR ASSEMBLY 3HR RATED FLOOR ASSEMBLY CONSTRUCTION TYPE VA CONSTRUCTION TYPE IA 1 1 1 1 1 1 1 1ST FLOOR 394.54' 2ND FLOOR 406.54' 3RD FLOOR 416.54' 4TH FLOOR 426.54' 5TH FLOOR 436.54' ROOF 446.54' 1 A204 1 A204 2 A204 2 A204 10'-0" 10'-0" 10'-0" 10'-0" 12'-0" 52'-0" A309 5 A307 4 A310 3 A302 2 ADJACENT STRUCTURE ADJACENT STRUCTURE 1HR RATED WALL - BXUV.U906 BXUV.U906 1HR RATED WALL ADJACENT STRUCTURE 1HR RATED FLOOR ASSEMBLY 1HR RATED FLOOR ASSEMBLY 3HR RATED FLOOR ASSEMBLY CONSTRUCTION TYPE VA CONSTRUCTION TYPE IA 1 1 1 1 1 1 1 1ST FLOOR 394.54' 2ND FLOOR 406.54' 1 A204 1 A204 2 A204 2 A204 1 HR RATED WALL BXUV.U906 1 HR RATED WALL BXUV.U906 ADJACENT STRUCTURE ADJACENT STRUCTURE ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/8" = 1'-0" BUILDING SECTIONS A205 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/8" = 1'-0" 1 BUILDING SECTION 1/8" = 1'-0" 3 BUILDING SECTION 1/8" = 1'-0" 2 BUILDING SECTION 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N ISOMETRIC & WALL SECTIONS A301 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 4 SW 3 NW 1 NE 2 SE 2 1 4 3 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET E7 E6 E8C E8C E8C E7 3 A302 2 A302 3 A205 Sim 1ST FLOOR 394.54' 2ND FLOOR 406.54' 3RD FLOOR 416.54' 4TH FLOOR 426.54' 5TH FLOOR 436.54' ROOF 446.54' A501 1 A501 2 A501 3 A504 9 A501 5 Sim 1 HR RATED WALL BXUV.U906 1 HR RATED WALL BXUV.U348 ADJACENT STRUCTURE A506 1 Sim A503 4 A501 5 Sim 1 HR RATED WALL BXUV.U906 1 HR RATED WALL BXUV.U348 A501 9 Sim ADJACENT STRUCTURE A501 1 Sim ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATE DESCRIPTION 1/4" = 1'-0" SOUTH TERRACE ISO A302 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1 3D ISOMETRIC VIEW - EAST RESI TERRACE 1/4" = 1'-0" 3 WALL SECTION KEYNOTES E1 NEW PAINTED WOOD DOUBLE HUNG WINDOWS TO MATCH HISTORIC PROFILE E2 EXISTING FACADE TO BE RETAINED. POINT UP BRICK + PAINT E5 CORRECTLY RAISED EXTERIOR AREA TO BE LOWERED TO GRADE E6 FACTORY PAINTED ALUMINUM OR CLAD WOOD DOUBLE HUNG WINDOWS WITH INSULATING GLASS E7 CORRUGATED METAL PANELS BY O'DONNELL METAL DECK AND BAR JOIST COMPANY. 1-1/4"CORRUGATED GALVANIZED STEEL, FACTORY PAINTED E8 PAINTED WOOD TRIM COPING E8A PAINTED WOOD TRIM PIECES - 2X2 E8B PAINTED WOOD TRIM PIECES - 2X4 E8C PAINTED WOOD TRIM PIECES - 4X4 E9 MODULAR BRICK - GTSW GEORGETOWN MUDBOX SMOOTH TYPE 2 MODULAR CORED; WATSONTOWN BRICK CO. E10 PAINTED STEEL CORNICE E11 PAINTED STEEL GUARDRAIL E13 PAINTED ALUMINUM STOREFRONT WINDOWS E14 DARK CHARCOAL COLORED HONED GRANITE BASE E15 PRECAST CONCRETE BASE E17 PAINTED STEEL + GLASS CANOPY E18 PAINTED DECORATIVE STEEL BEAM ELEMENT WITH PULLEY AND CABLE E19 PAINTED STEEL LINTELS E24 METAL COPING E25 METAL AWNING E26 CMU E28 EXTERIOR LIGHT FIXTURE - SEE ENLARGED RCP's E29 RECESSED FACE BRICK, 8'-8" x 5'-9 1/4" E29b RECESSED FACE BRICK, 6'-0" x 5'-9 1/4" E30 PAINTED STEEL CHANNEL E31 PRECAST CONCRETE SILL AT WINDOW E32 PRECAST CONCRETE SILL AT STOREFRONT E33 PRECAST CONCRETE SILL AT BRICK INSET E34 PRECAST CONCRETE SILL AT JULIET BALCONY 1/4" = 1'-0" 2 WALL SECTION 1 12.23.2020 PERMIT SET 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET E9 E7 E28 E19 E10 A506 2 Sim A502 3 1 HR RATED WALL BXUV.U348 A501 5 Sim A506 2 A504 1 Sim 1 HR RATED WALL BXUV.U348 1ST FLOOR 394.54' 2ND FLOOR 406.54' 3RD FLOOR 416.54' 4TH FLOOR 426.54' 5TH FLOOR 436.54' ROOF 446.54' A501 9 A506 2 Sim A501 5 Sim A504 10 1 1ST FLOOR 394.54' 2ND FLOOR 406.54' 3RD FLOOR 416.54' 4TH FLOOR 426.54' 5TH FLOOR 436.54' ROOF 446.54' 12'-0"10'-0"10'-0"10'-0"10'-0" 52'-0" ADJACENT STRUCTURE A501 7 A501 8 A501 5 Sim A501 5 Sim A509 4 1 HR RATED WALL BXUV.U906 1 HR RATED WALL BXUV.U348 2 A303 3 A303 4 A303 1 A205 Sim 2 A304 5 A303 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATE DESCRIPTION N 1/4" = 1'-0" ISOMETRIC & WALL SECTIONS A303 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1 3D ISOMETRIC VIEW - EAST 1/4" = 1'-0" 2 WALL SECTION 1/4" = 1'-0" 3 WALL SECTION 1/4" = 1'-0" 4 WALL SECTION 1/4" = 1'-0" 5 WALL SECTION KEYNOTES E1 NEW PAINTED WOOD DOUBLE HUNG WINDOWS TO MATCH HISTORIC PROFILE E2 EXISTING FACADE TO BE RETAINED. POINT UP BRICK + PAINT E5 CORRECTLY RAISED EXTERIOR AREA TO BE LOWERED TO GRADE E6 FACTORY PAINTED ALUMINUM OR CLAD WOOD DOUBLE HUNG WINDOWS WITH INSULATING GLASS E7 CORRUGATED METAL PANELS BY O'DONNELL METAL DECK AND BAR JOIST COMPANY. 1-1/4"CORRUGATED GALVANIZED STEEL, FACTORY PAINTED E8 PAINTED WOOD TRIM COPING E8A PAINTED WOOD TRIM PIECES - 2X2 E8B PAINTED WOOD TRIM PIECES - 2X4 E8C PAINTED WOOD TRIM PIECES - 4X4 E9 MODULAR BRICK - GTSW GEORGETOWN MUDBOX SMOOTH TYPE 2 MODULAR CORED; WATSONTOWN BRICK CO. E10 PAINTED STEEL CORNICE E11 PAINTED STEEL GUARDRAIL E13 PAINTED ALUMINUM STOREFRONT WINDOWS E14 DARK CHARCOAL COLORED HONED GRANITE BASE E15 PRECAST CONCRETE BASE E17 PAINTED STEEL + GLASS CANOPY E18 PAINTED DECORATIVE STEEL BEAM ELEMENT WITH PULLEY AND CABLE E19 PAINTED STEEL LINTELS E24 METAL COPING E25 METAL AWNING E26 CMU E28 EXTERIOR LIGHT FIXTURE - SEE ENLARGED RCP's E29 RECESSED FACE BRICK, 8'-8" x 5'-9 1/4" E29b RECESSED FACE BRICK, 6'-0" x 5'-9 1/4" E30 PAINTED STEEL CHANNEL E31 PRECAST CONCRETE SILL AT WINDOW E32 PRECAST CONCRETE SILL AT STOREFRONT E33 PRECAST CONCRETE SILL AT BRICK INSET E34 PRECAST CONCRETE SILL AT JULIET BALCONY 1 12.23.2020 PERMIT SET 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET E9 E7 E7 E10 E9 E14 E14 E14 E28 E19 E19 E6 2 A304 3 A304 4 A304 7 A304 6 A3046 A304 5 A304 2 A204 Sim A501 5 Sim A501 4 Sim A509 3 Sim A502 4 Sim A504 8 Sim A509 3 A501 4 A501 5 Sim A502 1 Sim A502 6 A509 1 A501 5 5'-10 1/2" A502 2b A502 1 A504 8 A509 2 A501 5 Sim A502 4 A511 4 A501 5 Sim A506 1 A511 5 1ST FLOOR 394.54' 2ND FLOOR 406.54' 3RD FLOOR 416.54' 4TH FLOOR 426.54' 5TH FLOOR 436.54' ROOF 446.54' A506 1 Sim A504 8 Sim A502 4 Sim A501 5 Sim ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATE DESCRIPTION N 1/4" = 1'-0" ISOMETRIC & WALL SECTIONS A304 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1 3D ISOMETRIC VIEW - SOUTH FACADE EAST 1/4" = 1'-0" 2 WALL SECTION 1/4" = 1'-0" 3 WALL SECTION 1/4" = 1'-0" 4 WALL SECTION 1/4" = 1'-0" 7 WALL SECTION KEYNOTES E1 NEW PAINTED WOOD DOUBLE HUNG WINDOWS TO MATCH HISTORIC PROFILE E2 EXISTING FACADE TO BE RETAINED. POINT UP BRICK + PAINT E5 CORRECTLY RAISED EXTERIOR AREA TO BE LOWERED TO GRADE E6 FACTORY PAINTED ALUMINUM OR CLAD WOOD DOUBLE HUNG WINDOWS WITH INSULATING GLASS E7 CORRUGATED METAL PANELS BY O'DONNELL METAL DECK AND BAR JOIST COMPANY. 1-1/4"CORRUGATED GALVANIZED STEEL, FACTORY PAINTED E8 PAINTED WOOD TRIM COPING E8A PAINTED WOOD TRIM PIECES - 2X2 E8B PAINTED WOOD TRIM PIECES - 2X4 E8C PAINTED WOOD TRIM PIECES - 4X4 E9 MODULAR BRICK - GTSW GEORGETOWN MUDBOX SMOOTH TYPE 2 MODULAR CORED; WATSONTOWN BRICK CO. E10 PAINTED STEEL CORNICE E11 PAINTED STEEL GUARDRAIL E13 PAINTED ALUMINUM STOREFRONT WINDOWS E14 DARK CHARCOAL COLORED HONED GRANITE BASE E15 PRECAST CONCRETE BASE E17 PAINTED STEEL + GLASS CANOPY E18 PAINTED DECORATIVE STEEL BEAM ELEMENT WITH PULLEY AND CABLE E19 PAINTED STEEL LINTELS E24 METAL COPING E25 METAL AWNING E26 CMU E28 EXTERIOR LIGHT FIXTURE - SEE ENLARGED RCP's E29 RECESSED FACE BRICK, 8'-8" x 5'-9 1/4" E29b RECESSED FACE BRICK, 6'-0" x 5'-9 1/4" E30 PAINTED STEEL CHANNEL E31 PRECAST CONCRETE SILL AT WINDOW E32 PRECAST CONCRETE SILL AT STOREFRONT E33 PRECAST CONCRETE SILL AT BRICK INSET E34 PRECAST CONCRETE SILL AT JULIET BALCONY 1/4" = 1'-0" 6 WALL SECTION 1/4" = 1'-0" 5 WALL SECTION 1 12.23.2020 PERMIT SET 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET 10'-5 1/8"3 7/8"1'-3" 12'-0" 10'-9" A501 5 Sim A502 1 Sim A505 1 A505 5 6'-9 5/8" A505 6 E17 E18 E8B E8C E7 E7 E8A E8A E10 E8C A501 5 Sim A508 2 Sim A507 4 A507 5 A507 1 Sim 1 3 A305 4 A305 2 A305 1 A204 Sim 1ST FLOOR 394.54' 2ND FLOOR 406.54' 3RD FLOOR 416.54' 4TH FLOOR 426.54' 5TH FLOOR 436.54' ROOF 446.54' A504 7 A502 5 A506 3 Sim A501 4 Sim A501 5 Sim 1ST FLOOR 394.54' 1'-2"8"6" 4'-0" INTERCOM PANEL CARD READER DOOR ACTUATOR 1'-6 1/2" PRECAST CONCRETE BASE PANEL ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N As indicated ISOMETRIC & WALL SECTIONS A305 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 3 WALL SECTION KEYNOTES E1NEW PAINTED WOOD DOUBLE HUNG WINDOWS TO MATCH HISTORIC PROFILE E2EXISTING FACADE TO BE RETAINED. POINT UP BRICK + PAINT E5CORRECTLY RAISED EXTERIOR AREA TO BE LOWERED TO GRADE E6FACTORY PAINTED ALUMINUM OR CLAD WOOD DOUBLE HUNG WINDOWS WITH INSULATING GLASS E7CORRUGATED METAL PANELS BY O'DONNELL METAL DECK AND BAR JOIST COMPANY. 1-1/4"CORRUGATED GALVANIZED STEEL, FACTORY PAINTED E8PAINTED WOOD TRIM COPING E8APAINTED WOOD TRIM PIECES - 2X2 E8BPAINTED WOOD TRIM PIECES - 2X4 E8CPAINTED WOOD TRIM PIECES - 4X4 E9MODULAR BRICK - GTSW GEORGETOWN MUDBOX SMOOTH TYPE 2 MODULAR CORED; WATSONTOWN BRICK CO. E10PAINTED STEEL CORNICE E11PAINTED STEEL GUARDRAIL E13PAINTED ALUMINUM STOREFRONT WINDOWS E14DARK CHARCOAL COLORED HONED GRANITE BASE E15PRECAST CONCRETE BASE E17PAINTED STEEL + GLASS CANOPY E18PAINTED DECORATIVE STEEL BEAM ELEMENT WITH PULLEY AND CABLE E19PAINTED STEEL LINTELS E24METAL COPING E25METAL AWNING E26CMU E28EXTERIOR LIGHT FIXTURE - SEE ENLARGED RCP's E29RECESSED FACE BRICK, 8'-8" x 5'-9 1/4" E29bRECESSED FACE BRICK, 6'-0" x 5'-9 1/4" E30PAINTED STEEL CHANNEL E31PRECAST CONCRETE SILL AT WINDOW E32PRECAST CONCRETE SILL AT STOREFRONT E33PRECAST CONCRETE SILL AT BRICK INSET E34PRECAST CONCRETE SILL AT JULIET BALCONY 1 3D ISOMETRIC VIEW -SOUTH FACADE WEST MAMAGOOSE 1/4" = 1'-0" 4 WALL SECTION 1/4" = 1'-0" 2 WALL SECTION 1 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 3/4" = 1'-0" 5 ELEVATION @ BUILDING ENTRANCE 1 E7 E7 E6 E11 E2 E8B E8C E8C E28 E28 3 A307 2 A306 1 A205 Sim 2 A306 1ST FLOOR 394.54' 2ND FLOOR 406.54' LBLA 4 A306 1ST FLOOR 394.54' 2ND FLOOR 406.54' 3RD FLOOR 416.54' 4TH FLOOR 426.54' 5TH FLOOR 436.54' ROOF 446.54' A508 4 A501 5 Sim A503 7 A503 2 A506 1 Sim 1 HR RATED WALL BXUV.U348 1ST FLOOR 394.54' 2ND FLOOR 406.54' 3RD FLOOR 416.54' 4TH FLOOR 426.54' 5TH FLOOR 436.54' ROOF 446.54' A507 3 A508 2 EXISTING MASONRY WALL A507 2 A507 1 Sim A501 5 Sim 1ST FLOOR 394.54' 2ND FLOOR 406.54' 3RD FLOOR 416.54' 4TH FLOOR 426.54' 5TH FLOOR 436.54' ROOF 446.54' A508 1 EXISTING MASONRY WALL A507 1 A507 6 A507 7 A501 5 Sim ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" ISOMETRIC & WALL SECTIONS ALLEY A306 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1 3D ISOMETRIC VIEW -WEST (ALLEY) 1/4" = 1'-0" 6 NORTH ELEVATION -NORTH ALLEY 1/4" = 1'-0" 4 WALL SECTION KEYNOTES E1NEW PAINTED WOOD DOUBLE HUNG WINDOWS TO MATCH HISTORIC PROFILE E2EXISTING FACADE TO BE RETAINED. POINT UP BRICK + PAINT E5CORRECTLY RAISED EXTERIOR AREA TO BE LOWERED TO GRADE E6FACTORY PAINTED ALUMINUM OR CLAD WOOD DOUBLE HUNG WINDOWS WITH INSULATING GLASS E7CORRUGATED METAL PANELS BY O'DONNELL METAL DECK AND BAR JOIST COMPANY. 1-1/4"CORRUGATED GALVANIZED STEEL, FACTORY PAINTED E8PAINTED WOOD TRIM COPING E8APAINTED WOOD TRIM PIECES - 2X2 E8BPAINTED WOOD TRIM PIECES - 2X4 E8CPAINTED WOOD TRIM PIECES - 4X4 E9MODULAR BRICK - GTSW GEORGETOWN MUDBOX SMOOTH TYPE 2 MODULAR CORED; WATSONTOWN BRICK CO. E10PAINTED STEEL CORNICE E11PAINTED STEEL GUARDRAIL E13PAINTED ALUMINUM STOREFRONT WINDOWS E14DARK CHARCOAL COLORED HONED GRANITE BASE E15PRECAST CONCRETE BASE E17PAINTED STEEL + GLASS CANOPY E18PAINTED DECORATIVE STEEL BEAM ELEMENT WITH PULLEY AND CABLE E19PAINTED STEEL LINTELS E24METAL COPING E25METAL AWNING E26CMU E28EXTERIOR LIGHT FIXTURE - SEE ENLARGED RCP's E29RECESSED FACE BRICK, 8'-8" x 5'-9 1/4" E29bRECESSED FACE BRICK, 6'-0" x 5'-9 1/4" E30PAINTED STEEL CHANNEL E31PRECAST CONCRETE SILL AT WINDOW E32PRECAST CONCRETE SILL AT STOREFRONT E33PRECAST CONCRETE SILL AT BRICK INSET E34PRECAST CONCRETE SILL AT JULIET BALCONY 1/4" = 1'-0" 2 WALL SECTION 1/4" = 1'-0" 3 WALL SECTION 1 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET E7 E8C E8C E8C E8C E8B E28 E7 4 A307 3 A205 Sim 2 A307 3 A307 1ST FLOOR 394.54' 2ND FLOOR 406.54' 3RD FLOOR 416.54' 4TH FLOOR 426.54' 5TH FLOOR 436.54' ROOF 446.54' ADJACENT STRUCTURE A501 5 Sim A506 5 A503 6 A504 4 1 HR RATED WALL BXUV.U906 1 HR RATED WALL BXUV.U348 A501 5 Sim A509 2 Sim A503 8 A503 7 Sim A503 2 Sim 1 HR RATED WALL BXUV.U348 1 HR RATED WALL BXUV.U348 A501 5 Sim A509 2 Sim A503 8 Sim A503 5 1 HR RATED WALL BXUV.U348 1 HR RATED WALL BXUV.U348 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" ISOMETRIC & WALL SECTIONS ALLEY GARAGE A307 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1 3D ISOMETRIC VIEW -WEST GARAGE 1/4" = 1'-0" 4 WALL SECTION KEYNOTES E1NEW PAINTED WOOD DOUBLE HUNG WINDOWS TO MATCH HISTORIC PROFILE E2EXISTING FACADE TO BE RETAINED. POINT UP BRICK + PAINT E5CORRECTLY RAISED EXTERIOR AREA TO BE LOWERED TO GRADE E6FACTORY PAINTED ALUMINUM OR CLAD WOOD DOUBLE HUNG WINDOWS WITH INSULATING GLASS E7CORRUGATED METAL PANELS BY O'DONNELL METAL DECK AND BAR JOIST COMPANY. 1-1/4"CORRUGATED GALVANIZED STEEL, FACTORY PAINTED E8PAINTED WOOD TRIM COPING E8APAINTED WOOD TRIM PIECES - 2X2 E8BPAINTED WOOD TRIM PIECES - 2X4 E8CPAINTED WOOD TRIM PIECES - 4X4 E9MODULAR BRICK - GTSW GEORGETOWN MUDBOX SMOOTH TYPE 2 MODULAR CORED; WATSONTOWN BRICK CO. E10PAINTED STEEL CORNICE E11PAINTED STEEL GUARDRAIL E13PAINTED ALUMINUM STOREFRONT WINDOWS E14DARK CHARCOAL COLORED HONED GRANITE BASE E15PRECAST CONCRETE BASE E17PAINTED STEEL + GLASS CANOPY E18PAINTED DECORATIVE STEEL BEAM ELEMENT WITH PULLEY AND CABLE E19PAINTED STEEL LINTELS E24METAL COPING E25METAL AWNING E26CMU E28EXTERIOR LIGHT FIXTURE - SEE ENLARGED RCP's E29RECESSED FACE BRICK, 8'-8" x 5'-9 1/4" E29bRECESSED FACE BRICK, 6'-0" x 5'-9 1/4" E30PAINTED STEEL CHANNEL E31PRECAST CONCRETE SILL AT WINDOW E32PRECAST CONCRETE SILL AT STOREFRONT E33PRECAST CONCRETE SILL AT BRICK INSET E34PRECAST CONCRETE SILL AT JULIET BALCONY 1/4" = 1'-0" 3 WALL SECTION 1/4" = 1'-0" 2 WALL SECTION 1 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET E9 E19 E11 E7 E19 E7 E6 A501 5 Sim A506 6 Sim A506 10 Sim A509 3 Sim A503 3 A506 11 Sim A508 3 A501 5 Sim A506 4 1 HR RATED WALL BXUV.U348 A506 8 Sim A506 11 A501 6 A506 10 A506 3 3 A308 2 A308 4 A308 1 A204 Sim 1ST FLOOR 394.54' 2ND FLOOR 406.54' 3RD FLOOR 416.54' 4TH FLOOR 426.54' 5TH FLOOR 436.54' ROOF 446.54' A501 5 Sim A506 2 Sim A506 7 1 HR RATED WALL BXUV.U348 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" ISOMETRIC & WALL SECTIONS GARAGE EAST A308 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1 3D ISOMETRIC VIEW -NORTH 1/4" = 1'-0" 2 WALL SECTION 1/4" = 1'-0" 4 WALL SECTION 1/4" = 1'-0" 3 WALL SECTION E1NEW PAINTED WOOD DOUBLE HUNG WINDOWS TO MATCH HISTORIC PROFILE E2EXISTING FACADE TO BE RETAINED. POINT UP BRICK + PAINT E5CORRECTLY RAISED EXTERIOR AREA TO BE LOWERED TO GRADE E6FACTORY PAINTED ALUMINUM OR CLAD WOOD DOUBLE HUNG WINDOWS WITH INSULATING GLASS E7CORRUGATED METAL PANELS BY O'DONNELL METAL DECK AND BAR JOIST COMPANY. 1-1/4"CORRUGATED GALVANIZED STEEL, FACTORY PAINTED E8PAINTED WOOD TRIM COPING E8APAINTED WOOD TRIM PIECES - 2X2 E8BPAINTED WOOD TRIM PIECES - 2X4 E8CPAINTED WOOD TRIM PIECES - 4X4 E9MODULAR BRICK - GTSW GEORGETOWN MUDBOX SMOOTH TYPE 2 MODULAR CORED; WATSONTOWN BRICK CO. E10PAINTED STEEL CORNICE E11PAINTED STEEL GUARDRAIL E13PAINTED ALUMINUM STOREFRONT WINDOWS E14DARK CHARCOAL COLORED HONED GRANITE BASE E15PRECAST CONCRETE BASE E17PAINTED STEEL + GLASS CANOPY E18PAINTED DECORATIVE STEEL BEAM ELEMENT WITH PULLEY AND CABLE E19PAINTED STEEL LINTELS E24METAL COPING E25METAL AWNING E26CMU E28EXTERIOR LIGHT FIXTURE - SEE ENLARGED RCP's E29RECESSED FACE BRICK, 8'-8" x 5'-9 1/4" E29bRECESSED FACE BRICK, 6'-0" x 5'-9 1/4" E30PAINTED STEEL CHANNEL E31PRECAST CONCRETE SILL AT WINDOW E32PRECAST CONCRETE SILL AT STOREFRONT E33PRECAST CONCRETE SILL AT BRICK INSET E34PRECAST CONCRETE SILL AT JULIET BALCONY KEYNOTES KEYNOTES 1/4" = 1'-0" 5 WALL SECTION 1 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET E7 E7 A501 5 Sim A509 2 Sim A501 3 Sim 4 A309 3 A309 3 A309 3 A205 Sim 2 A309 6 A309 2 A204 Sim A504 4 Sim A504 5 A504 6 A506 2 Sim A501 5 Sim A503 1 1 HR RATED WALL BXUV.U906 1 HR RATED WALL BXUV.U348 A508 4 Sim A501 5 Sim A501 3 Sim 1ST FLOOR 394.54' 2ND FLOOR 406.54' 3RD FLOOR 416.54' 4TH FLOOR 426.54' 5TH FLOOR 436.54' ROOF 446.54' 10'-0" 10'-0" 10'-0" 10'-0" 12'-0" A501 5 Sim A509 2 Sim A501 3 Sim ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" ISOMETRIC & WALL SECTIONS A309 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1 3D ISOMETRIC VIEW -NORTH GARAGE COURTYARD 1/4" = 1'-0" 5 WALL SECTION KEYNOTES E1NEW PAINTED WOOD DOUBLE HUNG WINDOWS TO MATCH HISTORIC PROFILE E2EXISTING FACADE TO BE RETAINED. POINT UP BRICK + PAINT E5CORRECTLY RAISED EXTERIOR AREA TO BE LOWERED TO GRADE E6FACTORY PAINTED ALUMINUM OR CLAD WOOD DOUBLE HUNG WINDOWS WITH INSULATING GLASS E7CORRUGATED METAL PANELS BY O'DONNELL METAL DECK AND BAR JOIST COMPANY. 1-1/4"CORRUGATED GALVANIZED STEEL, FACTORY PAINTED E8PAINTED WOOD TRIM COPING E8APAINTED WOOD TRIM PIECES - 2X2 E8BPAINTED WOOD TRIM PIECES - 2X4 E8CPAINTED WOOD TRIM PIECES - 4X4 E9MODULAR BRICK - GTSW GEORGETOWN MUDBOX SMOOTH TYPE 2 MODULAR CORED; WATSONTOWN BRICK CO. E10PAINTED STEEL CORNICE E11PAINTED STEEL GUARDRAIL E13PAINTED ALUMINUM STOREFRONT WINDOWS E14DARK CHARCOAL COLORED HONED GRANITE BASE E15PRECAST CONCRETE BASE E17PAINTED STEEL + GLASS CANOPY E18PAINTED DECORATIVE STEEL BEAM ELEMENT WITH PULLEY AND CABLE E19PAINTED STEEL LINTELS E24METAL COPING E25METAL AWNING E26CMU E28EXTERIOR LIGHT FIXTURE - SEE ENLARGED RCP's E29RECESSED FACE BRICK, 8'-8" x 5'-9 1/4" E29bRECESSED FACE BRICK, 6'-0" x 5'-9 1/4" E30PAINTED STEEL CHANNEL E31PRECAST CONCRETE SILL AT WINDOW E32PRECAST CONCRETE SILL AT STOREFRONT E33PRECAST CONCRETE SILL AT BRICK INSET E34PRECAST CONCRETE SILL AT JULIET BALCONY 1/4" = 1'-0" 2 WALL SECTION 1/4" = 1'-0" 3 WALL SECTION 1/4" = 1'-0" 4 WALL SECTION 1/4" = 1'-0" 6 WALL SECTION 1 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET A501 5 Sim A509 2 Sim A501 3 Sim 2 A311 3 A205 Sim 2 A310 2ND FLOOR 406.54' 3RD FLOOR 416.54' 4TH FLOOR 426.54' 5TH FLOOR 436.54' ROOF 446.54' 10'-0" 10'-0" 10'-0" 10'-0" 41'-3 1/2" A504 1 Sim A506 1 Sim A501 5 Sim ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" ISOMETRIC & WALL SECTIONS A310 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 2 WALL SECTION KEYNOTES E1NEW PAINTED WOOD DOUBLE HUNG WINDOWS TO MATCH HISTORIC PROFILE E2EXISTING FACADE TO BE RETAINED. POINT UP BRICK + PAINT E5CORRECTLY RAISED EXTERIOR AREA TO BE LOWERED TO GRADE E6FACTORY PAINTED ALUMINUM OR CLAD WOOD DOUBLE HUNG WINDOWS WITH INSULATING GLASS E7CORRUGATED METAL PANELS BY O'DONNELL METAL DECK AND BAR JOIST COMPANY. 1-1/4"CORRUGATED GALVANIZED STEEL, FACTORY PAINTED E8PAINTED WOOD TRIM COPING E8APAINTED WOOD TRIM PIECES - 2X2 E8BPAINTED WOOD TRIM PIECES - 2X4 E8CPAINTED WOOD TRIM PIECES - 4X4 E9MODULAR BRICK - GTSW GEORGETOWN MUDBOX SMOOTH TYPE 2 MODULAR CORED; WATSONTOWN BRICK CO. E10PAINTED STEEL CORNICE E11PAINTED STEEL GUARDRAIL E13PAINTED ALUMINUM STOREFRONT WINDOWS E14DARK CHARCOAL COLORED HONED GRANITE BASE E15PRECAST CONCRETE BASE E17PAINTED STEEL + GLASS CANOPY E18PAINTED DECORATIVE STEEL BEAM ELEMENT WITH PULLEY AND CABLE E19PAINTED STEEL LINTELS E24METAL COPING E25METAL AWNING E26CMU E28EXTERIOR LIGHT FIXTURE - SEE ENLARGED RCP's E29RECESSED FACE BRICK, 8'-8" x 5'-9 1/4" E29bRECESSED FACE BRICK, 6'-0" x 5'-9 1/4" E30PAINTED STEEL CHANNEL E31PRECAST CONCRETE SILL AT WINDOW E32PRECAST CONCRETE SILL AT STOREFRONT E33PRECAST CONCRETE SILL AT BRICK INSET E34PRECAST CONCRETE SILL AT JULIET BALCONY 1 3D ISOMETRIC VIEW -INNER COURTYARD 1/4" = 1'-0" 3 WALL SECTION 1 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET E8C E28 E7 E6 E26 E11 E6 1ST FLOOR 394.54' 2ND FLOOR 406.54' 3RD FLOOR 416.54' 4TH FLOOR 426.54' 5TH FLOOR 436.54' ROOF 446.54' 10'-0" 10'-0" 10'-0" 10'-0" 12'-0" 53'-3 1/2" A501 1 Sim A504 3 Sim A504 6 Sim A504 5 Sim A504 2 2 A311 3 A311 A501 5 Sim A509 2 Sim A501 3 Sim A501 1 Sim A504 3 ADJACENT STRUCTURE 1 HR RATED WALL BXUV.U906 1 HR RATED WALL BXUV.U348 2" RIGID INSULATION 3'-0" MIN. RIGID POLYISO INSULATION PANELS IN SUSPENDED CEILING GRID 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" ISOMETRIC & WALL SECTIONS A311 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT KEYNOTES E1NEW PAINTED WOOD DOUBLE HUNG WINDOWS TO MATCH HISTORIC PROFILE E2EXISTING FACADE TO BE RETAINED. POINT UP BRICK + PAINT E5CORRECTLY RAISED EXTERIOR AREA TO BE LOWERED TO GRADE E6FACTORY PAINTED ALUMINUM OR CLAD WOOD DOUBLE HUNG WINDOWS WITH INSULATING GLASS E7CORRUGATED METAL PANELS BY O'DONNELL METAL DECK AND BAR JOIST COMPANY. 1-1/4"CORRUGATED GALVANIZED STEEL, FACTORY PAINTED E8PAINTED WOOD TRIM COPING E8APAINTED WOOD TRIM PIECES - 2X2 E8BPAINTED WOOD TRIM PIECES - 2X4 E8CPAINTED WOOD TRIM PIECES - 4X4 E9MODULAR BRICK - GTSW GEORGETOWN MUDBOX SMOOTH TYPE 2 MODULAR CORED; WATSONTOWN BRICK CO. E10PAINTED STEEL CORNICE E11PAINTED STEEL GUARDRAIL E13PAINTED ALUMINUM STOREFRONT WINDOWS E14DARK CHARCOAL COLORED HONED GRANITE BASE E15PRECAST CONCRETE BASE E17PAINTED STEEL + GLASS CANOPY E18PAINTED DECORATIVE STEEL BEAM ELEMENT WITH PULLEY AND CABLE E19PAINTED STEEL LINTELS E24METAL COPING E25METAL AWNING E26CMU E28EXTERIOR LIGHT FIXTURE - SEE ENLARGED RCP's E29RECESSED FACE BRICK, 8'-8" x 5'-9 1/4" E29bRECESSED FACE BRICK, 6'-0" x 5'-9 1/4" E30PAINTED STEEL CHANNEL E31PRECAST CONCRETE SILL AT WINDOW E32PRECAST CONCRETE SILL AT STOREFRONT E33PRECAST CONCRETE SILL AT BRICK INSET E34PRECAST CONCRETE SILL AT JULIET BALCONY 1 3D ISOMETRIC VIEW -NORTH UNIT TERRACE 1/4" = 1'-0" 2 WALL SECTION 1/4" = 1'-0" 3 WALL SECTION 1 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 8 A427 L8 LE 7 A427 L10 L12.1 LB LALD L13.2 L14.1 L15 L9 LF L12.2 /1A402 /1A404 LG.1 6 A427 WATER SERVICE ROOM 105 LEASING OFFICE 104 MAIL ROOM 103 PACKAGE ROOM 102 LOBBY 101 YOGA STUDIO 109 PET RELIEF AREA 111 BICYCLE ROOM 115 RESTROOM 112 RESTROOM 113 TRASH ROOM 116 CENTRAL STAIR ELEV 1 ELEV 2 ELEVATOR LOBBY 106 EXIT CORRIDOR 114 027 B 116A 023 A 113 023 A 112 PET SPA 110 022 A 110 025 A 115A 020 A 111 014 A 102B 014 A 102A 018 A 107B 012 G 100A G013 100B 024 B 114 9 A427 SEE ID DRAWINGS SEE ID DRAWINGS L14.2 L13.1 2 A307 3 A307 3 A305 021 C 109 015 C 108 017 107A 019 107C 11A 11D 19B 18C 19C 18C 18B 18B 18B 18C 18C 18B L11 L16 4 A306 4 A305 7 7 7 LG.2 3 A306 LC S-15 S-16 S-17 S19 026 A 115B 011 A 116B 037 A 127 016 A 105 015 F 104 FITNESS CENTER 108 RESIDENT LOUNGE 107 P5 P6 P9 A510 6 A510 7 TYP. TYP. 2'-9 5/8"11'-0 3/8" . 17'-6 1/8" 4'-4" . 13'-0" . 4'-5 1/2" . 9'-1 1/2" 8'-8 1/8" 6'-11".9'-4". 7'-10 5/8". A511 3 12'-7 7/8" 3'-1 1/4" 3'-0 5/8"23'-6 1/4".6'-8 1/4". 1'-7 1/2" 9'-2 1/2" 15'-9 3/4"3'-9 3/8"9'-4 3/8"4'-11 5/8"12'-7 1/4"1'-3 1/2"3'-3 7/8"2'-10 5/8"12'-0 1/2"4'-3 1/2" 23'-0 1/2"25'-11 7/8"23'-6"25'-6 3/4"10 3/8" 23'-0 1/2"25'-11 7/8"23'-6" 1B 1B 1D 18B 5 A100.1 A511 2 A511 1 1 ? 1D 1 5 A305 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" 1ST FLOOR WEST ENLARGED PLAN A401 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT PLAN KEYNOTES P1STANDBY GENERATOR P2CONCRETE FILLED STEEL BOLLARD(S), SEE DETAIL X/A500 P3ACCESS VEHICLE CONTROL BARRIER GATE, LIFTMASTER MAT W/ 10FT ARM P4STORAGE LOCKERS P5TRASH COMPACTOR, MINI-MAC MODEL BY MARATHON 5A P6TRASH COMPACTOR TRASH BIN, MINI MAC MODEL BY MARATHON 5A P7FDC CONNECTION, SEE FIRE PROTECTION DWGS P8PATIO, CONCRETE PLINTH W/ PLANTERS & PRECAST CONCRETE BENCHES, SEE LANDSCAPE DRWGS P9WOOD SLAT FENCE P10PAINTED STEEL + GLASS CANOPY P11RECYCLING CHUTE WITH 15% PADDED OFFSET @ BOTTOM BY CHUTES INTERNATIONAL P12RECESSED FIRE EXTINGUISHER CABINET W/GLASS DOOR P13REAR DRAIN TOILET, Units 211-216 only P14CUSTOM MILLWORK RECESSED SHELF AT TYPE 5C BATHROOMS ONLY, SEE SHEET 5B/A602 P15FACTORY PAINTED ALUMINUM SUN SCREEN LOUVERS P16ROOF DECK DRAIN, SEE PLUMBING DRWGS P17PAINTED STEEL GUARDRAIL P18GENERATOR EXHAUST SHAFT, SEE MECH. DWGS P19MIN. 24" WIDE ALUM. OR GALV. STL. LADDER (U200 BY UPNOVR OR SIMILAR) P20SURFACE MOUNTED FIRE EXTINGUISHER CABINET W/ GLASS DOOR P21INTERIOR WINDOW, SEE WINDOW SCHEDULE P22ALL COLUMNS TO BE 3HR FIRE RATED SEE DETAILS ON SHEET A510 P23MANIFOLD/WATER METER WALL-MOUNTED 30"x30" PTD ACCESS PANEL, FRAMELESS, BOTTOM SILL MOUNTED AT 9" A.F.F. IN ALL BATHROOMS (BEHIND DOOR SWING), HALLWAYS (CENTERED ON WALL) AND CLOSET (AT CORNER) LOCATIONS. TYPICAL UNITS SHOWN AT 2ND FLOOR ENLARGED PLAN. ANY CONFLICTS TO BE COORDINATED WITH ARCHITECT. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 SD SD SD SD SD OS SD SD SD SD OS SD OSOS OS OS SDOS OS OS OS SD OS SD OS PS SD /1A402_R /1A404_R CENTRAL STAIR ELEV 1 ELEV 2 YOGA STUDIO 109 PET SPA 110 RESIDENT LOUNGE 107 PET RELIEF AREA 111 WATER SERVICE ROOM 105 LEASING OFFICE 104 PACKAGE ROOM 102 EXIT CORRIDOR 114 RESTROOM 113 RESTROOM 112 BICYCLE ROOM 115 MAIL ROOM 103 ELEVATOR LOBBY 106 LOBBY 101 TRASH ROOM 116 SEE ELEC. & MECH. DWGS SEE ID401_R SEE ID401_R SEE ID401_R SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS SEE ID401_R SEE ID401_R FITNESS CENTER 108 SEE ELEC. & MECH. DWGS E1E1E1 E1 E1 E1E1 E1 E3 E3 SEE ELEC. & MECH. DWGS PARKING 126 E1 VESTIBULE 100 E3E3 EXPOSED CONCRETE CEILING SLAB 1/2" GYPSUM BOARD CEILING, PTD; HT 8'-2" AFF 1/2" GYPSUM BOARD CEILING, PTD; HT 9'-0" AFF 1/2" GYPSUM BOARD CEILING, PTD; HT 8'-6" AFF 1/2" GYPSUM BOARD CEILING, PTD; HT 10'-0" AFF WOOD SLAT (OR FINISH) CEILING; SECURILY ATTACHED TO GWB; SEE ID-ELEVATIONS 1. SEE INTERIOR ELEVATIONS AND DETAILS FOR ADDITIONAL INFORMATION. 2. ALL SPRINKLER HEADS IN AMENITY SPACES TO BE CONCEALED. CONFIRM ALL LOCATIONS AND FINISHES W/ INTERIOR DESIGNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 3. ALL SLOT DIFFUSER IN AMENITY SPACES TO BE MUD-IN TYPE UNLESS NOTED OTHERWISE. COORDINATE LENGTHS AND LOCATIONS AS INDICATED IN THESE RCPS. VERIFY LENGTHS IN FIELD TO MEET DESIGN INTENT PRIOR TO INSTALLATION. 4. ALL CONDUIT FOR CEILING MOUNTED FIXTURES OR DEVICES IN AREAS WITH EXPOSED CONCRETE CEILINGS SHALL BE CAST IN CONCRETE SLAB FOR CONCEALMENT. CONDUIT FOR FLOOR MOUNTED POWER, PHONE AND DATA RECEPTACLES SHALL BE CAST IN SLAB. 5. PROVIDE CONTROL JOINTS IN SUSPENDED GYPSUM BOARD CEILING AS SHOWN AND/OR AS REQ'D BY CEILING CONSTRUCTION. LOCATIONS SHALL BE SUBMITTED FOR REVIEW & APPROVAL BY INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. ALIGN WALL & CEILING CONTROL JOINTS, TYPICAL. 6. CONTRACTOR SHALL PROVIDE ACCESS PANELS (MUD-IN TYPE) IN SUSPENDED GYP BOARD CEILING OR AS SHOWN ON ID, ARCH & MEP DRAWINGS AND/OR AS REQ'D TO SERVICE MEP/FP SYSTEMS & EQUIPMENT. LOCATIONS IN AMENITY SPACES CURRENTLY NOT SHOWN ON ID DRAWINGS SHALL BE SUBMITTED FOR REVIEW & APPROVAL BY INTERIOR DESIGNER, ARCHITECT & OWNER PRIOR TO INSTALLATION. 7. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS, ETC. FOR ALL CEILING MOUNTED ACCESS PANELS, CEILING TRIM, LIGHT FIXTURES, WINDOW TREATMENTS & OTHER EQUIPMENT OR DEVICES AS REQ'D. 8. REFER TO ID DRAWINGS FOR LIGHT FIXTURE LOCATIONS. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPE, SWITCHING & LAMPING. ANY POSSIBLE DISCREPANCIES W/ ID DWGS TO BE COORDINATED AND CONFIRMED W/ INTERIOR DESIGNER PRIOR TO INSTALLATION. 9. REFER TO INTERIOR DRAWINGS FOR ADD'L CEILING FINISH INFORMATION. 10. INSTALL ALL INSULATION PER MANUFACTURER'S INSTRUCTIONS. CONTRACTOR TO HAVE INSTRUCTIONS AVAILABLE FOR INSPECTION. 11. FOR ALL PENDANTS IN AMENITY SPACES, CONFIRM FINAL HEIGHTS W/ INTERIOR DESIGNER AND OWNER IN FIELD PRIOR TO INSTALLATION. 12. ALL CAMERA LOCATIONS AND FINISHES TO BE COORDINATED AND CONFIRMED W/ INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 13. ALL AV DEVICE LOCATIONS AND FINISHES TO BE COORDINATED AND CONFIRMED W/ INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 1/2" GYPSUM BOARD CEILING, PTD; HT VARIES, SEE NOTES PENDANT (AP) CEILING MOUNT, DIRECTIONAL, CYLINDER, FOR PLANTS (AA) RECESSED LIGHT FIXTURE (AD) STRIP LIGHT W/ LENS (AL) -V.I.F. COVE LIGHT / ART WALL WASH (ACL) -V.I.F. RECESSED STRIP LIGHT W/ LENS (ALR) -V.I.F. LINEAR PENDANT (ALP) SURFACE CEILING LIGHT FIXTURE, DISC (AF) RECESSED DOWNLIGHT (AD) MILLWORK WALL SCONCE (AW) VERTICAL STRIP LIGHT (AL) SPEAKER -SEE AV DWGS FOR TYPES (FINISH TO MATCH ADJACENT CLG. OR WALL, U.N.O.) SPEAKER/STROBE -SEE ELEC. DWGS OCCUPANCY SENSOR SEE ELEC. DWGS PHOTO SENSOR -SEE ELEC. DWGS EXIT SIGN -SEE ELEC. DWGS SMOKE DETECTOR -SEE ELEC. DWGS CENTERLINE RETURN -SEE MECH. DWGS EXHAUST/SUPPLY -SEE MECH. DWGS PS OS SD RCP LEGEND RCP GRAPHIC KEY RCP GENERAL NOTES 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-0" AFF 1/2" GYPSUM BOARD CEILING, WC; 48"x48" SUSPENDED CEILING SYSTEM, RIGID POLYISO INSULATION PANELS ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" 1ST FLOOR WEST ENLARGED RCP A401_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET ADJUSTED PER ARCH. BACKGROUND CHANGES. ACCESS PANELS, SMOKE DETECTORS, OCCUPANCY SENSORS ADDED FOR CLARIFICATION. 1 1 G, PTD. 1 1/2" GYPSUM BOARD C (U.N.O.); HT 7'-10" AFF 8 A427 LELHLLLN 7 A427 LI L10 LJ L12.1 LM LKLO L13.2 L14.1 L15 LF L12.2 /1A401 /1A403 /1A401 LG.1 6 A427 WATER SERVICE ROOM 105 LEASING OFFICE 104 TELECOM ROOM 118 COMMERCIAL TENANT SPACE 119 CENTRAL STAIR ELEV 1 ELEV 2 ELEVATOR LOBBY 106 EXIT CORRIDOR 114 FULL 20 8'-6"x18' FULL 19 8'-6"x18' FULL 18 8'-6"x18' FULL 17 8'-6"x18' FULL 16 8'-6"x18' FULL 15 8'-6"x18' ADA 13 8'-6"x18' 025 A 115A 012 G 100A G013 100B 9 A427 L14.2 L13.1 3 A303 5 A303 2 A304 2 A303 3 A304 4 A304 7 A304 3 A305 6 A304 11A 11D 19B 18C 19C 18C 18B 18C 18C L11 L16 LG.2 S-15 S-16 S-17 011 A 116B 037 A 127 016 A 105 015 F 104 20A 11B 18B 029 A 117 030 A 118 031 A 119 UTILITY CORRIDOR 117 ADA 14 8'-6"x18' 18B 4'-11" . 4 5/8" 4'-11 1/4" 1B P6 S1 S3S3S1 OPP. OPP. OPP. 11B 2'-9 5/8"11'-0 3/8" .4'-3 3/4" 8 3/8" .10 1/8" 4'-4" . 13'-0" . 4'-5 1/2" . 9'-1 1/2" 8'-8 1/8" 6'-11".9'-4".4'-9 1/4".53'-4".23'-3 3/8"6 3/8" 7'-10 5/8".37'-8 5/8"27'-0" 3'-1 1/4" 10 3/8"23'-4 1/8"30'-4 1/2"30'-0 3/4"6 3/4" 1'-1 7/8" 12'-7 1/4" 4'-11 5/8" 9'-4 3/8" 3'-9 3/8" 15'-9 3/4" 9'-7 3/8" 1'-10 3/8" 1B 1B P20 1B 1B 1B 18B 5 A305 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" 1ST FLOOR SOUTH ENLARGED PLAN A402 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT PLAN KEYNOTES P1STANDBY GENERATOR P2CONCRETE FILLED STEEL BOLLARD(S), SEE DETAIL X/A500 P3ACCESS VEHICLE CONTROL BARRIER GATE, LIFTMASTER MAT W/ 10FT ARM P4STORAGE LOCKERS P5TRASH COMPACTOR, MINI-MAC MODEL BY MARATHON 5A P6TRASH COMPACTOR TRASH BIN, MINI MAC MODEL BY MARATHON 5A P7FDC CONNECTION, SEE FIRE PROTECTION DWGS P8PATIO, CONCRETE PLINTH W/ PLANTERS & PRECAST CONCRETE BENCHES, SEE LANDSCAPE DRWGS P9WOOD SLAT FENCE P10PAINTED STEEL + GLASS CANOPY P11RECYCLING CHUTE WITH 15% PADDED OFFSET @ BOTTOM BY CHUTES INTERNATIONAL P12RECESSED FIRE EXTINGUISHER CABINET W/GLASS DOOR P13REAR DRAIN TOILET, Units 211-216 only P14CUSTOM MILLWORK RECESSED SHELF AT TYPE 5C BATHROOMS ONLY, SEE SHEET 5B/A602 P15FACTORY PAINTED ALUMINUM SUN SCREEN LOUVERS P16ROOF DECK DRAIN, SEE PLUMBING DRWGS P17PAINTED STEEL GUARDRAIL P18GENERATOR EXHAUST SHAFT, SEE MECH. DWGS P19MIN. 24" WIDE ALUM. OR GALV. STL. LADDER (U200 BY UPNOVR OR SIMILAR) P20SURFACE MOUNTED FIRE EXTINGUISHER CABINET W/ GLASS DOOR P21INTERIOR WINDOW, SEE WINDOW SCHEDULE P22ALL COLUMNS TO BE 3HR FIRE RATED SEE DETAILS ON SHEET A510 P23MANIFOLD/WATER METER WALL-MOUNTED 30"x30" PTD ACCESS PANEL, FRAMELESS, BOTTOM SILL MOUNTED AT 9" A.F.F. IN ALL BATHROOMS (BEHIND DOOR SWING), HALLWAYS (CENTERED ON WALL) AND CLOSET (AT CORNER) LOCATIONS. TYPICAL UNITS SHOWN AT 2ND FLOOR ENLARGED PLAN. ANY CONFLICTS TO BE COORDINATED WITH ARCHITECT. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 SD SD OS SD OS PS SD /1 A403_R /1A401_R COMMERCIAL TENANT SPACE 119 WATER SERVICE ROOM 105 LEASING OFFICE 104 LOBBY 101 COMMERCIAL TENANT SPACE 119 SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS SEE ID401_R E1 E1 E1 E1 E1 E1 VESTIBULE 100 EXPOSED CONCRETE CEILING SLAB 1/2" GYPSUM BOARD CEILING, PTD; HT 8'-2" AFF 1/2" GYPSUM BOARD CEILING, PTD; HT 9'-0" AFF 1/2" GYPSUM BOARD CEILING, PTD; HT 8'-6" AFF 1/2" GYPSUM BOARD CEILING, PTD; HT 10'-0" AFF WOOD SLAT (OR FINISH) CEILING; SECURILY ATTACHED TO GWB; SEE ID-ELEVATIONS 1. SEE INTERIOR ELEVATIONS AND DETAILS FOR ADDITIONAL INFORMATION. 2. ALL SPRINKLER HEADS IN AMENITY SPACES TO BE CONCEALED. CONFIRM ALL LOCATIONS AND FINISHES W/ INTERIOR DESIGNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 3. ALL SLOT DIFFUSER IN AMENITY SPACES TO BE MUD-IN TYPE UNLESS NOTED OTHERWISE. COORDINATE LENGTHS AND LOCATIONS AS INDICATED IN THESE RCPS. VERIFY LENGTHS IN FIELD TO MEET DESIGN INTENT PRIOR TO INSTALLATION. 4. ALL CONDUIT FOR CEILING MOUNTED FIXTURES OR DEVICES IN AREAS WITH EXPOSED CONCRETE CEILINGS SHALL BE CAST IN CONCRETE SLAB FOR CONCEALMENT. CONDUIT FOR FLOOR MOUNTED POWER, PHONE AND DATA RECEPTACLES SHALL BE CAST IN SLAB. 5. PROVIDE CONTROL JOINTS IN SUSPENDED GYPSUM BOARD CEILING AS SHOWN AND/OR AS REQ'D BY CEILING CONSTRUCTION. LOCATIONS SHALL BE SUBMITTED FOR REVIEW & APPROVAL BY INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. ALIGN WALL & CEILING CONTROL JOINTS, TYPICAL. 6. CONTRACTOR SHALL PROVIDE ACCESS PANELS (MUD-IN TYPE) IN SUSPENDED GYP BOARD CEILING OR AS SHOWN ON ID, ARCH & MEP DRAWINGS AND/OR AS REQ'D TO SERVICE MEP/FP SYSTEMS & EQUIPMENT. LOCATIONS IN AMENITY SPACES CURRENTLY NOT SHOWN ON ID DRAWINGS SHALL BE SUBMITTED FOR REVIEW & APPROVAL BY INTERIOR DESIGNER, ARCHITECT & OWNER PRIOR TO INSTALLATION. 7. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS, ETC. FOR ALL CEILING MOUNTED ACCESS PANELS, CEILING TRIM, LIGHT FIXTURES, WINDOW TREATMENTS & OTHER EQUIPMENT OR DEVICES AS REQ'D. 8. REFER TO ID DRAWINGS FOR LIGHT FIXTURE LOCATIONS. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPE, SWITCHING & LAMPING. ANY POSSIBLE DISCREPANCIES W/ ID DWGS TO BE COORDINATED AND CONFIRMED W/ INTERIOR DESIGNER PRIOR TO INSTALLATION. 9. REFER TO INTERIOR DRAWINGS FOR ADD'L CEILING FINISH INFORMATION. 10. INSTALL ALL INSULATION PER MANUFACTURER'S INSTRUCTIONS. CONTRACTOR TO HAVE INSTRUCTIONS AVAILABLE FOR INSPECTION. 11. FOR ALL PENDANTS IN AMENITY SPACES, CONFIRM FINAL HEIGHTS W/ INTERIOR DESIGNER AND OWNER IN FIELD PRIOR TO INSTALLATION. 12. ALL CAMERA LOCATIONS AND FINISHES TO BE COORDINATED AND CONFIRMED W/ INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 13. ALL AV DEVICE LOCATIONS AND FINISHES TO BE COORDINATED AND CONFIRMED W/ INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 1/2" GYPSUM BOARD CEILING, PTD; HT VARIES, SEE NOTES PENDANT (AP) CEILING MOUNT, DIRECTIONAL, CYLINDER, FOR PLANTS (AA) RECESSED LIGHT FIXTURE (AD) STRIP LIGHT W/ LENS (AL) - V.I.F. COVE LIGHT / ART WALL WASH (ACL) - V.I.F. RECESSED STRIP LIGHT W/ LENS (ALR) - V.I.F. LINEAR PENDANT (ALP) SURFACE CEILING LIGHT FIXTURE, DISC (AF) RECESSED DOWNLIGHT (AD) MILLWORK WALL SCONCE (AW) VERTICAL STRIP LIGHT (AL) SPEAKER - SEE AV DWGS FOR TYPES (FINISH TO MATCH ADJACENT CLG. OR WALL, U.N.O.) SPEAKER/STROBE - SEE ELEC. DWGS OCCUPANCY SENSOR SEE ELEC. DWGS PHOTO SENSOR - SEE ELEC. DWGS EXIT SIGN - SEE ELEC. DWGS SMOKE DETECTOR - SEE ELEC. DWGS CENTERLINE RETURN - SEE MECH. DWGS EXHAUST/SUPPLY - SEE MECH. DWGS PS OS SD RCP LEGEND RCP GRAPHIC KEY RCP GENERAL NOTES 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-0" AFF 1/2" GYPSUM BOARD CEILING, WC; 48"x48" SUSPENDED CEILING SYSTEM, RIGID POLYISO INSULATION PANELS ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATE DESCRIPTION N 1/4" = 1'-0" 1ST FLOOR SOUTH ENLARGED RCP A402_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020 PERMIT SET 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET ADJUSTED PER ARCH. BACKGROUND CHANGES. ACCESS PANELS, SMOKE DETECTORS, OCCUPANCY SENSORS ADDED FOR CLARIFICATION. 1 1 ALL INTERCOM PANELS REMOVED. 1 G, PTD. 1 1/2" GYPSUM BOARD C (U.N.O.); HT 7'-10" AFF L7 L8 LLLNLPLQLR L10 L6 L12.1 LMLO L13.2 L9 L12.2 /1A402 /1A404 TELECOM ROOM 118 EXIT CORRIDOR 125 FULL 35 8'-6"x18' FULL 34 8'-6"x18' FULL 36 8'-6"x18' FULL 33 8'-6"x18' FULL 32 8'-6"x18' FULL 31 8'-6"x18' FULL 30 8'-6"x18' FULL 29 8'-6"x18' FULL 28 8'-6"x18' FULL 27 8'-6"x18' FULL 26 8'-6"x18' FULL 25 8'-6"x18' FULL 24 8'-6"x18' FULL 23 8'-6"x18' FULL 22 8'-6"x18' FULL 21 8'-6"x18' FULL 20 8'-6"x18' FULL 19 8'-6"x18' FULL 18 8'-6"x18' FULL 17 8'-6"x18' FULL 16 8'-6"x18' FULL 15 8'-6"x18' 038 A 128 035 A 125A 036 A 125B 034 A 123 14 A428 15 A428 L13.1 18B 18B 18B 18B 18C 18C 18C 18B 3 A302 L11 3 A311 034 A 130 STORAGE 123B 20A 029 A 117 030 A 118 UTILITY CORRIDOR 117 ADA 14 8'-6"x18' 18B1B 18C STORAGE 130 P4 P2 EAST STAIR 11B .4'-3 3/4" 8 3/8" .10 1/8"18'-0" DRIVE AISLE 24'-0"18'-0" 4" .23'-3 3/8"6 3/8" 27'-0"27'-0"27'-6 3/8"29'-1 1/8" 27'-0"26'-10 3/8"1 5/8"8 1/2"8'-2 5/8".3'-4 7/8".13'-8 5/8"29'-0"1 1/8". 5'-6 3/8"7'-5 3/4".13'-8 5/8"29'-1 1/8" 7 1/2"2 5/8"10'-10 3/8"1'-1 5/8".4'-0 1/2"7 1/4" 1'-1 7/8" 12'-7 1/4" 4'-11 5/8" 27'-0"27'-0"27'-6 3/8"29'-0" 1 HOUR RATED WALL ASSEMBLY ADJACENT TO PROPERTY LINE 1 HOUR RATED WALL ASSEMBLY ADJACENT TO PROPERTY LINE 1 1 18C 2 1/2" FOIL-FACED POLYISO CONTINUOUS INSULATION, R-16. TERMINATE AT BOTTOM OF STRUCTURAL SLAB ABOVE. NON-REFLECTIVE, WHITE SURFACE FACING OUT. FILL STUD CAVITY WITH R-19 BATT INSULATION 1 1 1 18B 1D 20A 1D 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" 1ST FLOOR EAST ENLARGED PLAN A403 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT PLAN KEYNOTES P1STANDBY GENERATOR P2CONCRETE FILLED STEEL BOLLARD(S), SEE DETAIL X/A500 P3ACCESS VEHICLE CONTROL BARRIER GATE, LIFTMASTER MAT W/ 10FT ARM P4STORAGE LOCKERS P5TRASH COMPACTOR, MINI-MAC MODEL BY MARATHON 5A P6TRASH COMPACTOR TRASH BIN, MINI MAC MODEL BY MARATHON 5A P7FDC CONNECTION, SEE FIRE PROTECTION DWGS P8PATIO, CONCRETE PLINTH W/ PLANTERS & PRECAST CONCRETE BENCHES, SEE LANDSCAPE DRWGS P9WOOD SLAT FENCE P10PAINTED STEEL + GLASS CANOPY P11RECYCLING CHUTE WITH 15% PADDED OFFSET @ BOTTOM BY CHUTES INTERNATIONAL P12RECESSED FIRE EXTINGUISHER CABINET W/GLASS DOOR P13REAR DRAIN TOILET, Units 211-216 only P14CUSTOM MILLWORK RECESSED SHELF AT TYPE 5C BATHROOMS ONLY, SEE SHEET 5B/A602 P15FACTORY PAINTED ALUMINUM SUN SCREEN LOUVERS P16ROOF DECK DRAIN, SEE PLUMBING DRWGS P17PAINTED STEEL GUARDRAIL P18GENERATOR EXHAUST SHAFT, SEE MECH. DWGS P19MIN. 24" WIDE ALUM. OR GALV. STL. LADDER (U200 BY UPNOVR OR SIMILAR) P20SURFACE MOUNTED FIRE EXTINGUISHER CABINET W/ GLASS DOOR P21INTERIOR WINDOW, SEE WINDOW SCHEDULE P22ALL COLUMNS TO BE 3HR FIRE RATED SEE DETAILS ON SHEET A510 P23MANIFOLD/WATER METER WALL-MOUNTED 30"x30" PTD ACCESS PANEL, FRAMELESS, BOTTOM SILL MOUNTED AT 9" A.F.F. IN ALL BATHROOMS (BEHIND DOOR SWING), HALLWAYS (CENTERED ON WALL) AND CLOSET (AT CORNER) LOCATIONS. TYPICAL UNITS SHOWN AT 2ND FLOOR ENLARGED PLAN. ANY CONFLICTS TO BE COORDINATED WITH ARCHITECT. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 OS PS SD /1A404_R TELECOM ROOM 118 PARKING 126 SEE ELEC. & MECH. DWGS UTILITY CORRIDOR 117 COMMERCIAL TENANT SPACE 119 EXIT CORRIDOR 125 SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS EAST STAIR 123 STORAGE 123B STORAGE 130 SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS EXPOSED CONCRETE CEILING SLAB 1/2" GYPSUM BOARD CEILING, PTD; HT 8'-2" AFF 1/2" GYPSUM BOARD CEILING, PTD; HT 9'-0" AFF 1/2" GYPSUM BOARD CEILING, PTD; HT 8'-6" AFF 1/2" GYPSUM BOARD CEILING, PTD; HT 10'-0" AFF WOOD SLAT (OR FINISH) CEILING; SECURILY ATTACHED TO GWB; SEE ID-ELEVATIONS 1. SEE INTERIOR ELEVATIONS AND DETAILS FOR ADDITIONAL INFORMATION. 2. ALL SPRINKLER HEADS IN AMENITY SPACES TO BE CONCEALED. CONFIRM ALL LOCATIONS AND FINISHES W/ INTERIOR DESIGNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 3. ALL SLOT DIFFUSER IN AMENITY SPACES TO BE MUD-IN TYPE UNLESS NOTED OTHERWISE. COORDINATE LENGTHS AND LOCATIONS AS INDICATED IN THESE RCPS. VERIFY LENGTHS IN FIELD TO MEET DESIGN INTENT PRIOR TO INSTALLATION. 4. ALL CONDUIT FOR CEILING MOUNTED FIXTURES OR DEVICES IN AREAS WITH EXPOSED CONCRETE CEILINGS SHALL BE CAST IN CONCRETE SLAB FOR CONCEALMENT. CONDUIT FOR FLOOR MOUNTED POWER, PHONE AND DATA RECEPTACLES SHALL BE CAST IN SLAB. 5. PROVIDE CONTROL JOINTS IN SUSPENDED GYPSUM BOARD CEILING AS SHOWN AND/OR AS REQ'D BY CEILING CONSTRUCTION. LOCATIONS SHALL BE SUBMITTED FOR REVIEW & APPROVAL BY INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. ALIGN WALL & CEILING CONTROL JOINTS, TYPICAL. 6. CONTRACTOR SHALL PROVIDE ACCESS PANELS (MUD-IN TYPE) IN SUSPENDED GYP BOARD CEILING OR AS SHOWN ON ID, ARCH & MEP DRAWINGS AND/OR AS REQ'D TO SERVICE MEP/FP SYSTEMS & EQUIPMENT. LOCATIONS IN AMENITY SPACES CURRENTLY NOT SHOWN ON ID DRAWINGS SHALL BE SUBMITTED FOR REVIEW & APPROVAL BY INTERIOR DESIGNER, ARCHITECT & OWNER PRIOR TO INSTALLATION. 7. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS, ETC. FOR ALL CEILING MOUNTED ACCESS PANELS, CEILING TRIM, LIGHT FIXTURES, WINDOW TREATMENTS & OTHER EQUIPMENT OR DEVICES AS REQ'D. 8. REFER TO ID DRAWINGS FOR LIGHT FIXTURE LOCATIONS. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPE, SWITCHING & LAMPING. ANY POSSIBLE DISCREPANCIES W/ ID DWGS TO BE COORDINATED AND CONFIRMED W/ INTERIOR DESIGNER PRIOR TO INSTALLATION. 9. REFER TO INTERIOR DRAWINGS FOR ADD'L CEILING FINISH INFORMATION. 10. INSTALL ALL INSULATION PER MANUFACTURER'S INSTRUCTIONS. CONTRACTOR TO HAVE INSTRUCTIONS AVAILABLE FOR INSPECTION. 11. FOR ALL PENDANTS IN AMENITY SPACES, CONFIRM FINAL HEIGHTS W/ INTERIOR DESIGNER AND OWNER IN FIELD PRIOR TO INSTALLATION. 12. ALL CAMERA LOCATIONS AND FINISHES TO BE COORDINATED AND CONFIRMED W/ INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 13. ALL AV DEVICE LOCATIONS AND FINISHES TO BE COORDINATED AND CONFIRMED W/ INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 1/2" GYPSUM BOARD CEILING, PTD; HT VARIES, SEE NOTES PENDANT (AP) CEILING MOUNT, DIRECTIONAL, CYLINDER, FOR PLANTS (AA) RECESSED LIGHT FIXTURE (AD) STRIP LIGHT W/ LENS (AL) - V.I.F. COVE LIGHT / ART WALL WASH (ACL) - V.I.F. RECESSED STRIP LIGHT W/ LENS (ALR) - V.I.F. LINEAR PENDANT (ALP) SURFACE CEILING LIGHT FIXTURE, DISC (AF) RECESSED DOWNLIGHT (AD) MILLWORK WALL SCONCE (AW) VERTICAL STRIP LIGHT (AL) SPEAKER - SEE AV DWGS FOR TYPES (FINISH TO MATCH ADJACENT CLG. OR WALL, U.N.O.) SPEAKER/STROBE - SEE ELEC. DWGS OCCUPANCY SENSOR SEE ELEC. DWGS PHOTO SENSOR - SEE ELEC. DWGS EXIT SIGN - SEE ELEC. DWGS SMOKE DETECTOR - SEE ELEC. DWGS CENTERLINE RETURN - SEE MECH. DWGS EXHAUST/SUPPLY - SEE MECH. DWGS PS OS SD RCP LEGEND RCP GRAPHIC KEY RCP GENERAL NOTES 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-0" AFF 1/2" GYPSUM BOARD CEILING, WC; 48"x48" SUSPENDED CEILING SYSTEM, RIGID POLYISO INSULATION PANELS ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATE DESCRIPTION N 1/4" = 1'-0" 1ST FLOOR EAST ENLARGED RCP A403_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020 PERMIT SET 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET ADJUSTED PER ARCH. BACKGROUND CHANGES. ACCESS PANELS, SMOKE DETECTORS, OCCUPANCY SENSORS ADDED FOR CLARIFICATION. 1 1 G, PTD. 1 1/2" GYPSUM BOARD C (U.N.O.); HT 7'-10" AFF 8 A427 L7 L8 LELH 7 A427 LI L10 L6 LJ L12.1 LK LD L13.2 L9 LF L12.2 /1A402 /1A403 /1A405 /1A401 /1A402 /1A401 LG.1 6 A427 TRASH ROOM 116 CENTRAL STAIR ELEV 1 ELEV 2 ELEVATOR LOBBY 106 EXIT CORRIDOR 114 ELECTRIC ROOM 122 027 B 116A FULL 38 8'-6"x18' FULL 37 8'-6"x18' FULL 36 8'-6"x18' ADA 13 8'-6"x18' FULL 12 8'-6"x18' FULL 39 8'-6"x18' 033 B 122 025 A 115A 024 B 114 036 A 125B 12 A428 13 A428 L13.1 L5.1 3 A309 19B 18C 19C 18C 18B 18B 18B 18C 18C 18B 18B 034 A 124 18B 18B 18C 18C L11 LG.2 18B 011 A 116B 037 A 127 016 A 105 STORAGE 124B 11B 18B 029 A 117 031 A 119 FULL 11 8'-6"x18' ADA 14 8'-6"x18' 4'-11" . 4 5/8" 4'-11 1/4" 18C 028 A 129 P2 P2 P2 P2 P1 P5 P6 NORTH STAIR A510 8 . 17'-6 1/8" 4'-4" . 13'-0" . 4'-5 1/2" . 6'-11".9'-4".4'-9 1/4". 7'-10 5/8". 12'-7 7/8" 3'-1 1/4" .6'-8 1/4". . 1'-3 7/8" 21'-4 1/2" . 10'-5 1/8" 9'-2 1/2" 9'-10 7/8".21'-8 3/8"4'-9 3/4" 1B 18B 7'-11 5/8"11 3/8" 1 5/8"8"4'-1".3'-9".3'-4 3/8" 033 A 122B 1 1 HOUR RATED WALL ASSEMBLY ADJACENT TO PROPERTY LINE 2 1/2" FOIL-FACED POLYISO CONTINUOUS INSULATION, R-16. TERMINATE AT BOTTOM OF STRUCTURAL SLAB ABOVE. NON-REFLECTIVE, WHITE SURFACE FACING OUT. ? 1 1D 2 1/2" FOIL-FACED POLYISO CONTINUOUS INSULATION, R-16. TERMINATE AT BOTTOM OF STRUCTURAL SLAB ABOVE. NON-REFLECTIVE, WHITE SURFACE FACING OUT. 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" 1ST FLOOR CORE ENLARGED PLAN A404 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT PLAN KEYNOTES P1STANDBY GENERATOR P2CONCRETE FILLED STEEL BOLLARD(S), SEE DETAIL X/A500 P3ACCESS VEHICLE CONTROL BARRIER GATE, LIFTMASTER MAT W/ 10FT ARM P4STORAGE LOCKERS P5TRASH COMPACTOR, MINI-MAC MODEL BY MARATHON 5A P6TRASH COMPACTOR TRASH BIN, MINI MAC MODEL BY MARATHON 5A P7FDC CONNECTION, SEE FIRE PROTECTION DWGS P8PATIO, CONCRETE PLINTH W/ PLANTERS & PRECAST CONCRETE BENCHES, SEE LANDSCAPE DRWGS P9WOOD SLAT FENCE P10PAINTED STEEL + GLASS CANOPY P11RECYCLING CHUTE WITH 15% PADDED OFFSET @ BOTTOM BY CHUTES INTERNATIONAL P12RECESSED FIRE EXTINGUISHER CABINET W/GLASS DOOR P13REAR DRAIN TOILET, Units 211-216 only P14CUSTOM MILLWORK RECESSED SHELF AT TYPE 5C BATHROOMS ONLY, SEE SHEET 5B/A602 P15FACTORY PAINTED ALUMINUM SUN SCREEN LOUVERS P16ROOF DECK DRAIN, SEE PLUMBING DRWGS P17PAINTED STEEL GUARDRAIL P18GENERATOR EXHAUST SHAFT, SEE MECH. DWGS P19MIN. 24" WIDE ALUM. OR GALV. STL. LADDER (U200 BY UPNOVR OR SIMILAR) P20SURFACE MOUNTED FIRE EXTINGUISHER CABINET W/ GLASS DOOR P21INTERIOR WINDOW, SEE WINDOW SCHEDULE P22ALL COLUMNS TO BE 3HR FIRE RATED SEE DETAILS ON SHEET A510 P23MANIFOLD/WATER METER WALL-MOUNTED 30"x30" PTD ACCESS PANEL, FRAMELESS, BOTTOM SILL MOUNTED AT 9" A.F.F. IN ALL BATHROOMS (BEHIND DOOR SWING), HALLWAYS (CENTERED ON WALL) AND CLOSET (AT CORNER) LOCATIONS. TYPICAL UNITS SHOWN AT 2ND FLOOR ENLARGED PLAN. ANY CONFLICTS TO BE COORDINATED WITH ARCHITECT. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 SD OS PS SD /1 A402_R /1A403_R /1 A405_R ELECTRIC ROOM 122 CENTRAL STAIR ELEV 1 ELEV 2 EXIT CORRIDOR 114 TRASH ROOM 116 SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS PARKING 126 SEE ID401_R E4 STORAGE 124B E5 SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS EXPOSED CONCRETE CEILING SLAB 1/2" GYPSUM BOARD CEILING, PTD; HT 8'-2" AFF 1/2" GYPSUM BOARD CEILING, PTD; HT 9'-0" AFF 1/2" GYPSUM BOARD CEILING, PTD; HT 8'-6" AFF 1/2" GYPSUM BOARD CEILING, PTD; HT 10'-0" AFF WOOD SLAT (OR FINISH) CEILING; SECURILY ATTACHED TO GWB; SEE ID-ELEVATIONS 1. SEE INTERIOR ELEVATIONS AND DETAILS FOR ADDITIONAL INFORMATION. 2. ALL SPRINKLER HEADS IN AMENITY SPACES TO BE CONCEALED. CONFIRM ALL LOCATIONS AND FINISHES W/ INTERIOR DESIGNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 3. ALL SLOT DIFFUSER IN AMENITY SPACES TO BE MUD-IN TYPE UNLESS NOTED OTHERWISE. COORDINATE LENGTHS AND LOCATIONS AS INDICATED IN THESE RCPS. VERIFY LENGTHS IN FIELD TO MEET DESIGN INTENT PRIOR TO INSTALLATION. 4. ALL CONDUIT FOR CEILING MOUNTED FIXTURES OR DEVICES IN AREAS WITH EXPOSED CONCRETE CEILINGS SHALL BE CAST IN CONCRETE SLAB FOR CONCEALMENT. CONDUIT FOR FLOOR MOUNTED POWER, PHONE AND DATA RECEPTACLES SHALL BE CAST IN SLAB. 5. PROVIDE CONTROL JOINTS IN SUSPENDED GYPSUM BOARD CEILING AS SHOWN AND/OR AS REQ'D BY CEILING CONSTRUCTION. LOCATIONS SHALL BE SUBMITTED FOR REVIEW & APPROVAL BY INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. ALIGN WALL & CEILING CONTROL JOINTS, TYPICAL. 6. CONTRACTOR SHALL PROVIDE ACCESS PANELS (MUD-IN TYPE) IN SUSPENDED GYP BOARD CEILING OR AS SHOWN ON ID, ARCH & MEP DRAWINGS AND/OR AS REQ'D TO SERVICE MEP/FP SYSTEMS & EQUIPMENT. LOCATIONS IN AMENITY SPACES CURRENTLY NOT SHOWN ON ID DRAWINGS SHALL BE SUBMITTED FOR REVIEW & APPROVAL BY INTERIOR DESIGNER, ARCHITECT & OWNER PRIOR TO INSTALLATION. 7. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS, ETC. FOR ALL CEILING MOUNTED ACCESS PANELS, CEILING TRIM, LIGHT FIXTURES, WINDOW TREATMENTS & OTHER EQUIPMENT OR DEVICES AS REQ'D. 8. REFER TO ID DRAWINGS FOR LIGHT FIXTURE LOCATIONS. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPE, SWITCHING & LAMPING. ANY POSSIBLE DISCREPANCIES W/ ID DWGS TO BE COORDINATED AND CONFIRMED W/ INTERIOR DESIGNER PRIOR TO INSTALLATION. 9. REFER TO INTERIOR DRAWINGS FOR ADD'L CEILING FINISH INFORMATION. 10. INSTALL ALL INSULATION PER MANUFACTURER'S INSTRUCTIONS. CONTRACTOR TO HAVE INSTRUCTIONS AVAILABLE FOR INSPECTION. 11. FOR ALL PENDANTS IN AMENITY SPACES, CONFIRM FINAL HEIGHTS W/ INTERIOR DESIGNER AND OWNER IN FIELD PRIOR TO INSTALLATION. 12. ALL CAMERA LOCATIONS AND FINISHES TO BE COORDINATED AND CONFIRMED W/ INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 13. ALL AV DEVICE LOCATIONS AND FINISHES TO BE COORDINATED AND CONFIRMED W/ INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 1/2" GYPSUM BOARD CEILING, PTD; HT VARIES, SEE NOTES PENDANT (AP) CEILING MOUNT, DIRECTIONAL, CYLINDER, FOR PLANTS (AA) RECESSED LIGHT FIXTURE (AD) STRIP LIGHT W/ LENS (AL) - V.I.F. COVE LIGHT / ART WALL WASH (ACL) - V.I.F. RECESSED STRIP LIGHT W/ LENS (ALR) - V.I.F. LINEAR PENDANT (ALP) SURFACE CEILING LIGHT FIXTURE, DISC (AF) RECESSED DOWNLIGHT (AD) MILLWORK WALL SCONCE (AW) VERTICAL STRIP LIGHT (AL) SPEAKER - SEE AV DWGS FOR TYPES (FINISH TO MATCH ADJACENT CLG. OR WALL, U.N.O.) SPEAKER/STROBE - SEE ELEC. DWGS OCCUPANCY SENSOR SEE ELEC. DWGS PHOTO SENSOR - SEE ELEC. DWGS EXIT SIGN - SEE ELEC. DWGS SMOKE DETECTOR - SEE ELEC. DWGS CENTERLINE RETURN - SEE MECH. DWGS EXHAUST/SUPPLY - SEE MECH. DWGS PS OS SD RCP LEGEND RCP GRAPHIC KEY RCP GENERAL NOTES 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-0" AFF 1/2" GYPSUM BOARD CEILING, WC; 48"x48" SUSPENDED CEILING SYSTEM, RIGID POLYISO INSULATION PANELS ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATE DESCRIPTION N 1/4" = 1'-0" 1ST FLOOR CORE ENLARGED RCP A404_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020 PERMIT SET 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET ADJUSTED PER ARCH. BACKGROUND CHANGES. ACCESS PANELS, SMOKE DETECTORS, OCCUPANCY SENSORS ADDED FOR CLARIFICATION. 1 1 NORTH STAIR G, PTD. 1 1/2" GYPSUM BOARD C (U.N.O.); HT 7'-10" AFF L1 L2 L3 L4 LELHLJ LD LF /1A404 FULL 40 8'-6"x18' FULL 41 8'-6"x18' FULL 43 8'-6"x18' FULL 42 8'-6"x18' FULL 44 8'-6"x18' FULL 46 8'-6"x18' FULL 45 8'-6"x18' FULL 47 8'-6"x18' FULL 48 8'-6"x18' FULL 49 8'-6"x18' 12 A428 13 A428 L5.1 2 A308 3 A309 034 A 124 18C 18C STORAGE 124B FULL 1 8'-6"x18' FULL 3 8'-6"x18' FULL 2 8'-6"x18' FULL 4 8'-6"x18' FULL 5 8'-6"x18' FULL 6 8'-6"x18' FULL 7 8'-6"x18' FULL 8 8'-6"x18' FULL 9 8'-6"x18' FULL 11 8'-6"x18' FULL 10 8'-6"x18' 18C 028 A 129 P2 P2 P3 NORTH STAIR . 3 3/4" 2'-1 1/8"18'-0" DRIVE AISLE 22'-3 3/8"18'-0" 23'-5 3/8"27'-0"27'-0"26'-10 5/8" 7'-11 5/8"11 3/8" 1 5/8"8"4'-1".3'-9".3'-4 3/8" 10' H, 3" DIA. STAINLESS STEEL POLES PAINTED BLACK. POLE TO BE RECESSED 2'-6" IN GROUND ? ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" 1ST FLOOR NORTH ENLARGED PLAN A405 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT PLAN KEYNOTES P1STANDBY GENERATOR P2CONCRETE FILLED STEEL BOLLARD(S), SEE DETAIL X/A500 P3ACCESS VEHICLE CONTROL BARRIER GATE, LIFTMASTER MAT W/ 10FT ARM P4STORAGE LOCKERS P5TRASH COMPACTOR, MINI-MAC MODEL BY MARATHON 5A P6TRASH COMPACTOR TRASH BIN, MINI MAC MODEL BY MARATHON 5A P7FDC CONNECTION, SEE FIRE PROTECTION DWGS P8PATIO, CONCRETE PLINTH W/ PLANTERS & PRECAST CONCRETE BENCHES, SEE LANDSCAPE DRWGS P9WOOD SLAT FENCE P10PAINTED STEEL + GLASS CANOPY P11RECYCLING CHUTE WITH 15% PADDED OFFSET @ BOTTOM BY CHUTES INTERNATIONAL P12RECESSED FIRE EXTINGUISHER CABINET W/GLASS DOOR P13REAR DRAIN TOILET, Units 211-216 only P14CUSTOM MILLWORK RECESSED SHELF AT TYPE 5C BATHROOMS ONLY, SEE SHEET 5B/A602 P15FACTORY PAINTED ALUMINUM SUN SCREEN LOUVERS P16ROOF DECK DRAIN, SEE PLUMBING DRWGS P17PAINTED STEEL GUARDRAIL P18GENERATOR EXHAUST SHAFT, SEE MECH. DWGS P19MIN. 24" WIDE ALUM. OR GALV. STL. LADDER (U200 BY UPNOVR OR SIMILAR) P20SURFACE MOUNTED FIRE EXTINGUISHER CABINET W/ GLASS DOOR P21INTERIOR WINDOW, SEE WINDOW SCHEDULE P22ALL COLUMNS TO BE 3HR FIRE RATED SEE DETAILS ON SHEET A510 P23MANIFOLD/WATER METER WALL-MOUNTED 30"x30" PTD ACCESS PANEL, FRAMELESS, BOTTOM SILL MOUNTED AT 9" A.F.F. IN ALL BATHROOMS (BEHIND DOOR SWING), HALLWAYS (CENTERED ON WALL) AND CLOSET (AT CORNER) LOCATIONS. TYPICAL UNITS SHOWN AT 2ND FLOOR ENLARGED PLAN. ANY CONFLICTS TO BE COORDINATED WITH ARCHITECT. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 OS PS SD /1A404_R SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS E1 E1 E4 E4 E4 E4 E4 STORAGE 124B PARKING 126 E5 E5 E5 E5 E5 SEE ELEC. & MECH. DWGS 10' H, 3" DIA. STAINLESS STEEL POLE PAINTED BLACK. POLE TO BE RECESSED 2'-6" IN GROUND CONTRACTOR TO PROVIDE STEEL CABLE TO SUPPORT CATENARY LIGHT EXPOSED CONCRETE CEILING SLAB 1/2" GYPSUM BOARD CEILING, PTD; HT 8'-2" AFF 1/2" GYPSUM BOARD CEILING, PTD; HT 9'-0" AFF 1/2" GYPSUM BOARD CEILING, PTD; HT 8'-6" AFF 1/2" GYPSUM BOARD CEILING, PTD; HT 10'-0" AFF WOOD SLAT (OR FINISH) CEILING; SECURILY ATTACHED TO GWB; SEE ID-ELEVATIONS 1. SEE INTERIOR ELEVATIONS AND DETAILS FOR ADDITIONAL INFORMATION. 2. ALL SPRINKLER HEADS IN AMENITY SPACES TO BE CONCEALED. CONFIRM ALL LOCATIONS AND FINISHES W/ INTERIOR DESIGNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 3. ALL SLOT DIFFUSER IN AMENITY SPACES TO BE MUD-IN TYPE UNLESS NOTED OTHERWISE. COORDINATE LENGTHS AND LOCATIONS AS INDICATED IN THESE RCPS. VERIFY LENGTHS IN FIELD TO MEET DESIGN INTENT PRIOR TO INSTALLATION. 4. ALL CONDUIT FOR CEILING MOUNTED FIXTURES OR DEVICES IN AREAS WITH EXPOSED CONCRETE CEILINGS SHALL BE CAST IN CONCRETE SLAB FOR CONCEALMENT. CONDUIT FOR FLOOR MOUNTED POWER, PHONE AND DATA RECEPTACLES SHALL BE CAST IN SLAB. 5. PROVIDE CONTROL JOINTS IN SUSPENDED GYPSUM BOARD CEILING AS SHOWN AND/OR AS REQ'D BY CEILING CONSTRUCTION. LOCATIONS SHALL BE SUBMITTED FOR REVIEW & APPROVAL BY INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. ALIGN WALL & CEILING CONTROL JOINTS, TYPICAL. 6. CONTRACTOR SHALL PROVIDE ACCESS PANELS (MUD-IN TYPE) IN SUSPENDED GYP BOARD CEILING OR AS SHOWN ON ID, ARCH & MEP DRAWINGS AND/OR AS REQ'D TO SERVICE MEP/FP SYSTEMS & EQUIPMENT. LOCATIONS IN AMENITY SPACES CURRENTLY NOT SHOWN ON ID DRAWINGS SHALL BE SUBMITTED FOR REVIEW & APPROVAL BY INTERIOR DESIGNER, ARCHITECT & OWNER PRIOR TO INSTALLATION. 7. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS, ETC. FOR ALL CEILING MOUNTED ACCESS PANELS, CEILING TRIM, LIGHT FIXTURES, WINDOW TREATMENTS & OTHER EQUIPMENT OR DEVICES AS REQ'D. 8. REFER TO ID DRAWINGS FOR LIGHT FIXTURE LOCATIONS. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPE, SWITCHING & LAMPING. ANY POSSIBLE DISCREPANCIES W/ ID DWGS TO BE COORDINATED AND CONFIRMED W/ INTERIOR DESIGNER PRIOR TO INSTALLATION. 9. REFER TO INTERIOR DRAWINGS FOR ADD'L CEILING FINISH INFORMATION. 10. INSTALL ALL INSULATION PER MANUFACTURER'S INSTRUCTIONS. CONTRACTOR TO HAVE INSTRUCTIONS AVAILABLE FOR INSPECTION. 11. FOR ALL PENDANTS IN AMENITY SPACES, CONFIRM FINAL HEIGHTS W/ INTERIOR DESIGNER AND OWNER IN FIELD PRIOR TO INSTALLATION. 12. ALL CAMERA LOCATIONS AND FINISHES TO BE COORDINATED AND CONFIRMED W/ INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 13. ALL AV DEVICE LOCATIONS AND FINISHES TO BE COORDINATED AND CONFIRMED W/ INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 1/2" GYPSUM BOARD CEILING, PTD; HT VARIES, SEE NOTES PENDANT (AP) CEILING MOUNT, DIRECTIONAL, CYLINDER, FOR PLANTS (AA) RECESSED LIGHT FIXTURE (AD) STRIP LIGHT W/ LENS (AL) -V.I.F. COVE LIGHT / ART WALL WASH (ACL) -V.I.F. RECESSED STRIP LIGHT W/ LENS (ALR) -V.I.F. LINEAR PENDANT (ALP) SURFACE CEILING LIGHT FIXTURE, DISC (AF) RECESSED DOWNLIGHT (AD) MILLWORK WALL SCONCE (AW) VERTICAL STRIP LIGHT (AL) SPEAKER -SEE AV DWGS FOR TYPES (FINISH TO MATCH ADJACENT CLG. OR WALL, U.N.O.) SPEAKER/STROBE -SEE ELEC. DWGS OCCUPANCY SENSOR SEE ELEC. DWGS PHOTO SENSOR -SEE ELEC. DWGS EXIT SIGN -SEE ELEC. DWGS SMOKE DETECTOR -SEE ELEC. DWGS CENTERLINE RETURN -SEE MECH. DWGS EXHAUST/SUPPLY -SEE MECH. DWGS PS OS SD RCP LEGEND RCP GRAPHIC KEY RCP GENERAL NOTES 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-0" AFF 1/2" GYPSUM BOARD CEILING, WC; 48"x48" SUSPENDED CEILING SYSTEM, RIGID POLYISO INSULATION PANELS ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" 1ST FLOOR NORTH ENLARGED RCP A405_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET ADJUSTED PER ARCH. BACKGROUND CHANGES. ACCESS PANELS, SMOKE DETECTORS, OCCUPANCY SENSORS ADDED FOR CLARIFICATION. 1 1 NORTH STAIR G, PTD. 1 1/2" GYPSUM BOARD C (U.N.O.); HT 7'-10" AFF ALIGN ALIGN ALIGN ALIGN ALIGN 8 A427 7 A427 /1A407 /1A409 /1A410 /1A409 6 A427 T01 007 A T01 007 A T01 007 A T01 007 A T01 007 A TRASH ROOM 235 T05 011 A 9 A427 12 A428 13 A428 06 001 A 07 003 C 10 003 A 01 001 A W2A W2A W2B W1D W2A 06 001 A 13 005 B 07 003 C 16 006 D W1D W2B W2A W2A W2B W2A W2A 9'-11".9'-7".2'-0" 2'-0".4'-1 1/4".6'-0" 5'-6" . 1'-0" 3'-4 7/8" . 2'-8 1/4" 6'-6" . 3'-0" 3'-7 1/2".3'-0" 7'-0" 2'-0".3'-0" W1D .8'-11 3/8".2'-0" 13 005 B 06 001 A 07 003 C 10 003 A 10 003 A 05 002 E W2B W2A W2A W1DW2A W2A W2B W2A W2B 6'-0".3'-5 7/8".2'-0".3'-5".12'-1 7/8" 2'-0".11'-11 3/8" 5'-6 1/8" 2'-0" 1B 6'-6 1/2".3'-0".6'-9 3/4" 06 001 A 07 003 C 13 005 B 16 006 D W1D W2A W2B W2AW2A W2A W2B W2A 2'-0" . 4'-0 1/8" . 6'-0" 3'-0 3/4" 3'-4 3/8" 1'-0" . 5'-6" 9'-11".9'-7".2'-0" W2A W2A W2A W2A W2B 14 005 B 06 001 A 07 003 C 10 003 A 5'-1".3'-0".3'-1"5'-10 1/2" 11'-0".3'-8 5/8".10'-0" 5'-5 7/8".2'-0" 8 1/4" 3'-1" 10'-4 3/4" 2'-0" W2A 1B 1B W1D 1B KITCHEN TYPE 2C BATH TYPE 1A BATH TYPE 5B KITCHEN TYPE 2C BATH TYPE 5B BATH TYPE 1A KITCHEN TYPE 3A BATH TYPE 1A KITCHEN TYPE 3A BATH TYPE 7A KITCHEN TYPE 2C 5'-3 1/4".4'-6 5/8"5'-5 1/8"2'-10"6'-10"2'-6 3/8" 5'-2 1/2"5'-5 1/8"4'-6 5/8"3'-10 1/2"2'-10".2'-7" 5'-2 1/2"5'-5 1/8"4'-6 5/8"3'-10 1/2"2'-10".2'-7" 5'-3 1/4".4'-6 5/8"5'-5 1/8"2'-10"6'-10"2'-7" W2B 03 002 E KITCHEN TYPE 2C 06 001 A 17 006 D07 003 C 09 003 A 01 001 A 10 003 A 06 001 A 10 003 A 04 002 E W2A W2A W2A W2A W2B W1D W2A W2A W2A W2A W2A 1B 5'-6".2'-0".11'-6 1/4".3'-0". 7'-0 1/4".3'-5" 2'-6".3'-4".3'-7 1/4".3'-4" 12'-2 1/8" BATH TYPE 1E BATH TYPE 2E 3'-0".12'-3 3/8".9'-7 3/4" 01 001 A S21 S21 4 A309 3 A309 W15 23B 23B W11D 1B 1D W11B W15 W11B W11B W11B W15 W15 1B W15W15 W11C W11C W11C W11D W11C W11C W11C 23B W26 W26 ELEVATOR LOBBY 238 SOUTH CORRIDOR 240 NORTH CORRIDOR 239 T04 010 A T04 010 A 7'-6 7/8"4'-1" 1'-4 5/8" 2'-7 3/4" 18'-4 1/8"58'-8"4'-8 7/8". 8'-2 1/2" 10'-1 1/8" 3'-1 1/2" 4'-10 5/8"20'-1 3/4" T06 011 A ELEC/DATA 237 T06 011 A 23B W15 T01 007 A W15 .4'-10 5/8".39'-1"10'-6 5/8". 9'-4 1/2" 25'-10 1/8" . 11'-9 7/8" . 11'-9 1/8" W11D W11D 010 A W15 W11C W11C A510 2 A510 5 P11 P11 P12 P12 23B 23B CENTRAL STAIR NORTH STAIR UNIT C1 201 UNIT B3 226 UNIT A11 232 UNIT A12 233 UNIT C2 234 UNIT D12 231 ELEV 2 ELEV 1 P21 W15 1 10'-0" P21 P23 P23 P23 P23 P23 P23 1 16'-1 1/2" 8'-4 7/8" ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" 2ND FLOOR CORE ENLARGED PLAN A406 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT PLAN KEYNOTES P1STANDBY GENERATOR P2CONCRETE FILLED STEEL BOLLARD(S), SEE DETAIL X/A500 P3ACCESS VEHICLE CONTROL BARRIER GATE, LIFTMASTER MAT W/ 10FT ARM P4STORAGE LOCKERS P5TRASH COMPACTOR, MINI-MAC MODEL BY MARATHON 5A P6TRASH COMPACTOR TRASH BIN, MINI MAC MODEL BY MARATHON 5A P7FDC CONNECTION, SEE FIRE PROTECTION DWGS P8PATIO, CONCRETE PLINTH W/ PLANTERS & PRECAST CONCRETE BENCHES, SEE LANDSCAPE DRWGS P9WOOD SLAT FENCE P10PAINTED STEEL + GLASS CANOPY P11RECYCLING CHUTE WITH 15% PADDED OFFSET @ BOTTOM BY CHUTES INTERNATIONAL P12RECESSED FIRE EXTINGUISHER CABINET W/GLASS DOOR P13REAR DRAIN TOILET, Units 211-216 only P14CUSTOM MILLWORK RECESSED SHELF AT TYPE 5C BATHROOMS ONLY, SEE SHEET 5B/A602 P15FACTORY PAINTED ALUMINUM SUN SCREEN LOUVERS P16ROOF DECK DRAIN, SEE PLUMBING DRWGS P17PAINTED STEEL GUARDRAIL P18GENERATOR EXHAUST SHAFT, SEE MECH. DWGS P19MIN. 24" WIDE ALUM. OR GALV. STL. LADDER (U200 BY UPNOVR OR SIMILAR) P20SURFACE MOUNTED FIRE EXTINGUISHER CABINET W/ GLASS DOOR P21INTERIOR WINDOW, SEE WINDOW SCHEDULE P22ALL COLUMNS TO BE 3HR FIRE RATED SEE DETAILS ON SHEET A510 P23MANIFOLD/WATER METER WALL-MOUNTED 30"x30" PTD ACCESS PANEL, FRAMELESS, BOTTOM SILL MOUNTED AT 9" A.F.F. IN ALL BATHROOMS (BEHIND DOOR SWING), HALLWAYS (CENTERED ON WALL) AND CLOSET (AT CORNER) LOCATIONS. TYPICAL UNITS SHOWN AT 2ND FLOOR ENLARGED PLAN. ANY CONFLICTS TO BE COORDINATED WITH ARCHITECT. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 OS OS OS SD SD SD SD SDSD OS SD OS PS SD /1A407_R /1 A410_R UNIT B3 226 NORTH STAIR UNIT D12 231 UNIT A11 232 UNIT A12 233 ELEVATOR LOBBY 238 NORTH CORRIDOR 239 TRASH ROOM 235 CENTRAL STAIR /1A409_R UNIT C1 201 SOUTH CORRIDOR 240 UH UK UH UBUV UE US UH UH UK UB UV US UH UH UK UK UV US UH UV UK UK UK 4'-0" 4'-0" UH EQ EQ UB UH UV US UB UB US UE UB US UV UE UB UB UH UK UK UK UH UH 3'-6" 3'-6" UH UH UK UK UV US EQ EQ EQ EQEQ EQ EQ EQ EQEQ UH UH EQ EQ 3'-6" 2'-0" UK UK UH 4'-0" 4'-0" 4'-6" 3'-0" UE UH US UH UH UH UB UB 4'-6" UV 4'-6" 3'-0" EQ EQ 6'-0" 4'-0" 4'-0" UK UK UK EQ EQ EQ EQ EQ EQ 3'-0" 4'-6" 3'-0" 2'-0" 3'-6" EQEQ EQEQ EQ EQ 3'-0" EQ EQ EQ EQ 3'-0" EQ EQ EQ EQ EQ EQ EQ EQ 6'-0" 2'-0" EQ EQ 3'-0" EQ EQ EQ EQ EQEQ EQ EQ UE UH UH EQ EQ EQEQ SEE ID411_R ELEC/DATA 237 SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS UNIT C2 234 1. FOR OFFSETS OF SHAFT RISERS, PROVIDE CONTINUOUS 2HR RATED GWB ENCLOSURES ON ALL SIDES, FOR LOCATION SEE MECHANICAL DWGS. 2. ALL CONDUIT FOR CEILING MOUNTED FIXTURES OR DEVICES IN AREAS WITH EXPOSED CONCRETE CEILINGS SHALL BE CAST IN CONCRETE SLAB FOR CONCEALMENT. CONDUIT FOR FLOOR MOUNTED POWER, PHONE AND DATA RECEPTACLES SHALL BE CAST IN SLAB AS REQ'D. 3. PROVIDE CONTROL JOINTS IN SUSPENDED GYPSUM BOARD CEILING AS SHOWN AND/OR AS REQ'D BY CEILING CONSTRUCTION. LOCATIONS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. ALIGN WALL & CEILING CONTROL JOINTS WHERE POSSIBLE. 4. CONTRACTOR SHALL PROVIDE ACCESS PANELS IN SUSPENDED GYP BOARD CEILING AS SHOWN ON ARCH & MEP DRAWINGS AND/OR AS REQ'D TO SERVICE MEP/FP SYSTEMS & EQUIPMENT. LOCATIONS NOT SHOWN ON ARCH OR MEP DRAWINGS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. 5. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS, ETC. FOR ALL CEILING MOUNTED ACCESS PANELS, CEILING TRIM, LIGHT FIXTURES, WINDOW TREATMENTS & OTHER EQUIPMENT OR DEVICES AS REQ'D. 6. REFER TO ARCH. DRAWINGS FOR LIGHT FIXTURES LOCATIONS. 7. REFER TO MECH. DRAWINGS FOR LOCATION & SIZE OF HVAC DUCTS & DIFFUSERS. 8. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPE, SWITCHING & LAMPING. 9. REFER TO INTERIOR DRAWINGS FOR ADD'L CEILING FINISH INFORMATION 10. INSTALL ALL INSULATION PER MANUFACTURER'S INSTRUCTIONS. CONTRACTOR TO HAVE INSTRUCTIONS AVAILABLE FOR INSPECTION. 11. SPRINKLERS TO BE ORTHOGONALLY ALIGNED WITH AND EQUALLY SPACED BETWEEN OTHER BUILDING ELEMENTS (I.E. LIGHTS, DIFFUSERS, DOORWAYS, CEILINGS, BULKHEADS) AND EVENLY SPACED AND ALIGNED WITH EACH OTHER. CONFIRM ALL LOCATIONS W/ ARCHITECT PRIOR TO INSTALLATION. RECESSED LIGHT FIXTURE COVE LIGHT / ART WALL WASH (ACLC) - V.I.F. RECESSED STRIP LIGHT W/ LENS, FACING SIDE (CLC) - V.I.F. SURFACE MOUNT DOWNLIGHT WALL SCONCE SPEAKER - SEE AV DWGS FOR TYPES (FINISH TO MATCH ADJACENT CLG. OR WALL, U.N.O.) SPEAKER/STROBE - SEE ELEC. DWGS OCCUPANCY SENSOR SEE ELEC. DWGS PHOTO SENSOR - SEE ELEC. DWGS EXIT SIGN - SEE ELEC. DWGS SMOKE DETECTOR - SEE ELEC. DWGS CENTERLINE RETURN - SEE MECH. DWGS EXHAUST/SUPPLY - SEE MECH. DWGS PS OS SD RCP LEGEND RCP GRAPHIC KEY RCP GENERAL NOTES EXPOSED CONCRETE CEILING SLAB 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-4 1/2" AFF 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-0" AFF SURFACE MOUNT DOWNLIGHT, WET LOCATION PENDANT 1/2" GYPSUM BOARD CEILING, PTD. (U.N.O.); HT 7'-10" AFF ELEC. PANEL - SEE ELEC. DWGS TELECOM PANEL - SEE ELEC. DWGS INTERCOM - SEE ELEC. DWGS ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATE DESCRIPTION N 1/4" = 1'-0" 2ND FLOOR CORE ENLARGED RCP A406_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020 PERMIT SET 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET ADJUSTED PER ARCH. BACKGROUND CHANGES. ACCESS PANELS, SMOKE DETECTORS, OCCUPANCY SENSORS ADDED FOR CLARIFICATION. 1 1 1 ALL INTERCOM PANELS REMOVED. 1 ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN /1A406 /1A408 TELECOM 236 T01 007 A T01 007 A T01 007 A T01 007 A T01 007 A T04 010 A 14 A428 15 A428 11 004 A 07 003 C 16 006 D 06 001 A 07 003 C 06 001 A 01 001 A 11 004 A 06 001 A 01 001 A 10 003 A 14 005 B W2A W2A W2A W2A W2B W2A W2A W2A W2B W15 W15 W1D W1D W2B W2A W2A W2B W2A 1B 2'-0" . 10'-5 1/2" . 6'-0 1/4" 4'-3 7/8".2'-10"3'-5 1/2"2'-7" 3'-0 3/4"3'-4 1/4"1'-0".5'-6" 2'-0".10'-2 3/4" W1C 5'-4 5/8".5'-9 1/8".9'-11".3'-0" 9'-3 1/2" 5'-6" 6'-0".3'-8" 3'-0".6'-8".3'-0" 11'-8 1/4".12'-3".2'-0". 16 006 D 06 001 A 12 005 B 07 003 C W2A W2B W1D W2A W2B W2A W2A 9'-11".8'-11 3/8".2'-0" 2'-7" . 2'-10" 3'-10 1/2" 3'-10 1/2" 4'-9" 5'-2" 6'-0".4'-1 3/8".2'-0" 5'-6 3/8".1'-0"3'-4 3/4".2'-8 1/4" 16 006 D 12 005 B 06 001 A 07 003 C W2B W2A W1D W2A W2B W2A W2A 2'-0" . 8'-11 3/8" . 9'-11" 5'-2 7/8".3'-10 1/2"4'-9"2'-10"6'-9 7/8"2'-7" W2A 2'-0".4'-0 1/8".6'-0" 12 005 B 06 001 A 16 006 D 12 005 B 07 003 C W1D W2B W2A W2A W2A W2A W2B 9'-11".8'-11 3/8".2'-0" 2'-7" 8'-9" 2'-10" . 3'-5" . 5'-1 5/8" 6'-0".4'-4 5/8".2'-0" 14 005 B 10 003 A 01 001 A 07 003 C 06 001 A 01 001 A 11 004 A 06 001 A W2A W2A W2A W2A W2B W1D W1C W2A 1B 3'-0".6'-8".3'-0" 3'-0".9'-11".5'-6 3/4".5'-4 5/8" 3'-8" . 6'-0" 5'-6" 9'-3 1/2" W2B 16 006 D 06 001 A 11 004 A 01 001 A 06 001 A 09 003 A 07 003 C 01 001 A W2B W2A W1D W2A W2A W2A W2A W1D W2A W2B 5'-6" . 6'-0" 6'-0" . 3'-8" . 2'-0" 3'-0" 2'-6".7'-0 1/2".3'-8".6'-11 3/4" 17 006 D 10 003 A 07 003 C 01 001 A 01 001 A W2A W2B W2B W2A 3'-9 3/4".3'-0".6'-6"3'-1". 7'-0" 3'-0" . 2'-0" 11'-10" 2'-7 1/2".3'-4 5/8"1'-0".5'-6" 2'-0".12'-3".11'-5 7/8" 3'-0".9'-11".11'-0 1/8" W2A W1C BATH TYPE 5B BATH TYPE 1A KITCHEN TYPE 3A KITCHEN TYPE 3A BATH TYPE 1A BATH TYPE 1A KITCHEN TYPE 3A BATH TYPE 1B KITCHEN TYPE 3A BATH TYPE 2A BATH TYPE 1A KITCHEN TYPE 2C BATH TYPE 1A BATH TYPE 2A KITCHEN TYPE 7A BATH TYPE 2.1A BATH TYPE 1A KITCHEN TYPE 7B KITCHEN TYPE 2C W2A W2A W2A W2A W2A 2'-8 1/4" 5'-6".1'-0"3'-4 3/8"3'-0 3/4" W1D 2'-0" 5'-6" . 6'-0" 2 A310 3 A303 2 A303 W15BW11C W11C W15 W11B W15 W11B W11B W15 W15 W11D W11D W11B W11C W11C W11C W11C W11C W11D 23B W11C W11C W11D W11C W11C W11C 1B 23B 23B SOUTH CORRIDOR 240 3 A302 039 A 200 3 1/2" 28'-7".35'-3 5/8" 20'-11 5/8" . 24'-10 1/4" 42'-9 3/8"9'-5 1/2"42'-10 5/8" 20'-11 5/8" . 41'-2" 8'-0" 4'-7 3/4" . 20'-11 5/8" . 41'-2" 8'-0" 4'-7 3/4" . 5'-0 3/8" 3 A311 T01 007 A T01 007 A T01 007 A T07 011 A 1 A504 20'-4 1/4"6'-0 1/4"2'-0 3/4" .11'-9 3/4".11'-9 1/4".11'-11 1/4".11'-7 1/4".4'-8 7/8" W16 W11D W11C P12 P12 W11B W11C 23B 23B 23B 23B 23B EAST STAIR 1" 5 3/8" UNIT A1 202 UNIT A2 203 UNIT A3 204 UNIT A4 205 UNIT D1 206UNIT D2 207 UNIT D3 208 UNIT B1 209 19A 19A 1 HOUR RATED WALL ASSEMBLY ADJACENT TO PROPERTY LINE 1 HOUR RATED WALL ASSEMBLY ADJACENT TO PROPERTY LINE 1 HOUR RATED WALL ASSEMBLY ADJACENT TO PROPERTY LINE 1 1 1 1 W11B 1 5'-10 3/8" 4'-8" A701 2 P23P23 P23 P23 P23 P23 P23 P23 36'-10 5/8" 2'-4 1/2" ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" 2ND FLOOR EAST ENLARGED PLAN A407 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT PLAN KEYNOTES P1STANDBY GENERATOR P2CONCRETE FILLED STEEL BOLLARD(S), SEE DETAIL X/A500 P3ACCESS VEHICLE CONTROL BARRIER GATE, LIFTMASTER MAT W/ 10FT ARM P4STORAGE LOCKERS P5TRASH COMPACTOR, MINI-MAC MODEL BY MARATHON 5A P6TRASH COMPACTOR TRASH BIN, MINI MAC MODEL BY MARATHON 5A P7FDC CONNECTION, SEE FIRE PROTECTION DWGS P8PATIO, CONCRETE PLINTH W/ PLANTERS & PRECAST CONCRETE BENCHES, SEE LANDSCAPE DRWGS P9WOOD SLAT FENCE P10PAINTED STEEL + GLASS CANOPY P11RECYCLING CHUTE WITH 15% PADDED OFFSET @ BOTTOM BY CHUTES INTERNATIONAL P12RECESSED FIRE EXTINGUISHER CABINET W/GLASS DOOR P13REAR DRAIN TOILET, Units 211-216 only P14CUSTOM MILLWORK RECESSED SHELF AT TYPE 5C BATHROOMS ONLY, SEE SHEET 5B/A602 P15FACTORY PAINTED ALUMINUM SUN SCREEN LOUVERS P16ROOF DECK DRAIN, SEE PLUMBING DRWGS P17PAINTED STEEL GUARDRAIL P18GENERATOR EXHAUST SHAFT, SEE MECH. DWGS P19MIN. 24" WIDE ALUM. OR GALV. STL. LADDER (U200 BY UPNOVR OR SIMILAR) P20SURFACE MOUNTED FIRE EXTINGUISHER CABINET W/ GLASS DOOR P21INTERIOR WINDOW, SEE WINDOW SCHEDULE P22ALL COLUMNS TO BE 3HR FIRE RATED SEE DETAILS ON SHEET A510 P23MANIFOLD/WATER METER WALL-MOUNTED 30"x30" PTD ACCESS PANEL, FRAMELESS, BOTTOM SILL MOUNTED AT 9" A.F.F. IN ALL BATHROOMS (BEHIND DOOR SWING), HALLWAYS (CENTERED ON WALL) AND CLOSET (AT CORNER) LOCATIONS. TYPICAL UNITS SHOWN AT 2ND FLOOR ENLARGED PLAN. ANY CONFLICTS TO BE COORDINATED WITH ARCHITECT. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 SD OS OS SD SD SD SD OS PS SD /1A406_R /1A408_R UNIT A1 202 UNIT A2 203 UNIT A3 204 UNIT A4 205 SOUTH CORRIDOR 240 UNIT D1 206 UNIT D2 207 UNIT B1 209 UNIT D3 208 TELECOM 236 EAST STAIR EQ EQ EQEQ UHUHUHUH UK UK UBUBUH UVUV UH UE UE USUS UHUH UK UBUH UV UE US EQ EQ 3'-0" 3'-0" EQEQ 3'-0" 3'-0" 3'-0" 3'-0" EQ EQ EQ EQ EQ 4'-0" EQ EQ UBUB UB UV USUC UV US UB UB UHUH UH UK UK UK UE UH EQEQ UE UB UB UB UB UB UB UHUH UKUK UH US UV UBUC US UV 3'-6"3'-6" UK UK UKUH UE UH UB UB UH UK UH UH EQEQ 3'-0" US UV EQEQ US UH UKUK UE UHUHUB UC UV UB UB UBUB US UH US UV EQEQ UHUH EQEQEQ UH 3'-6" UK 3'-6" 3'-0" 3'-0" 3'-0" 1'-9" 1'-9" UV EQ 2'-0" 2'-0" UP UP 4'-6" 1'-9" 1'-9" 3'-0" UPUP 4'-0" EQ EQEQ 2'-0" 2'-0" EQ EQ EQEQ 2'-0" 8" 2'-0" 8" 2'-0" EQ EQ EQ EQ EQEQ EQ EQ EQ EQ 3'-0" EQEQ EQEQ 3'-0" 4'-6" EQEQ EQEQ 3'-0" 4'-11 7/8"4'-11 1/8" 3'-0" 2'-11 5/8" EQEQ 3'-0" EQEQ 3'-6" EQEQ UH EQEQ EQEQ EQEQ EQEQ EQEQ EQEQ EQ EQ 3'-0" 3'-6" 1'-2" 1'-2" 2'-0" EQ EQEQ SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS 1. FOR OFFSETS OF SHAFT RISERS, PROVIDE CONTINUOUS 2HR RATED GWB ENCLOSURES ON ALL SIDES, FOR LOCATION SEE MECHANICAL DWGS. 2. ALL CONDUIT FOR CEILING MOUNTED FIXTURES OR DEVICES IN AREAS WITH EXPOSED CONCRETE CEILINGS SHALL BE CAST IN CONCRETE SLAB FOR CONCEALMENT. CONDUIT FOR FLOOR MOUNTED POWER, PHONE AND DATA RECEPTACLES SHALL BE CAST IN SLAB AS REQ'D. 3. PROVIDE CONTROL JOINTS IN SUSPENDED GYPSUM BOARD CEILING AS SHOWN AND/OR AS REQ'D BY CEILING CONSTRUCTION. LOCATIONS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. ALIGN WALL & CEILING CONTROL JOINTS WHERE POSSIBLE. 4. CONTRACTOR SHALL PROVIDE ACCESS PANELS IN SUSPENDED GYP BOARD CEILING AS SHOWN ON ARCH & MEP DRAWINGS AND/OR AS REQ'D TO SERVICE MEP/FP SYSTEMS & EQUIPMENT. LOCATIONS NOT SHOWN ON ARCH OR MEP DRAWINGS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. 5. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS, ETC. FOR ALL CEILING MOUNTED ACCESS PANELS, CEILING TRIM, LIGHT FIXTURES, WINDOW TREATMENTS & OTHER EQUIPMENT OR DEVICES AS REQ'D. 6. REFER TO ARCH. DRAWINGS FOR LIGHT FIXTURES LOCATIONS. 7. REFER TO MECH. DRAWINGS FOR LOCATION & SIZE OF HVAC DUCTS & DIFFUSERS. 8. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPE, SWITCHING & LAMPING. 9. REFER TO INTERIOR DRAWINGS FOR ADD'L CEILING FINISH INFORMATION 10. INSTALL ALL INSULATION PER MANUFACTURER'S INSTRUCTIONS. CONTRACTOR TO HAVE INSTRUCTIONS AVAILABLE FOR INSPECTION. 11. SPRINKLERS TO BE ORTHOGONALLY ALIGNED WITH AND EQUALLY SPACED BETWEEN OTHER BUILDING ELEMENTS (I.E. LIGHTS, DIFFUSERS, DOORWAYS, CEILINGS, BULKHEADS) AND EVENLY SPACED AND ALIGNED WITH EACH OTHER. CONFIRM ALL LOCATIONS W/ ARCHITECT PRIOR TO INSTALLATION. RECESSED LIGHT FIXTURE COVE LIGHT / ART WALL WASH (ACLC) -V.I.F. RECESSED STRIP LIGHT W/ LENS, FACING SIDE (CLC) -V.I.F. SURFACE MOUNT DOWNLIGHT WALL SCONCE SPEAKER -SEE AV DWGS FOR TYPES (FINISH TO MATCH ADJACENT CLG. OR WALL, U.N.O.) SPEAKER/STROBE -SEE ELEC. DWGS OCCUPANCY SENSOR SEE ELEC. DWGS PHOTO SENSOR -SEE ELEC. DWGS EXIT SIGN -SEE ELEC. DWGS SMOKE DETECTOR -SEE ELEC. DWGS CENTERLINE RETURN -SEE MECH. DWGS EXHAUST/SUPPLY -SEE MECH. DWGS PS OS SD RCP LEGEND RCP GRAPHIC KEY RCP GENERAL NOTES EXPOSED CONCRETE CEILING SLAB 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-4 1/2" AFF 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-0" AFF SURFACE MOUNT DOWNLIGHT, WET LOCATION PENDANT 1/2" GYPSUM BOARD CEILING, PTD. (U.N.O.); HT 7'-10" AFF ELEC. PANEL -SEE ELEC. DWGS TELECOM PANEL -SEE ELEC. DWGS INTERCOM -SEE ELEC. DWGS ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" 2ND FLOOR EAST ENLARGED RCP A407_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET ADJUSTED PER ARCH. BACKGROUND CHANGES. ACCESS PANELS, SMOKE DETECTORS, OCCUPANCY SENSORS ADDED FOR CLARIFICATION. 1 1 1 ALL INTERCOM PANELS REMOVED. 1 EQEQ 3'-0" OS SD SEE ID413_R UV US UH UH ALIGN /1A407 /1A409 T01 007 A T01 007 A T01 007 A T01 007 A T01 007 A T01 007 A T01 007 A T01 007 A 01 001 A 11 004 A 06 001 A 05 002 E 13 005 B 11 004 A 06 001 A W2B W2A W2A W2B W1D W2A W2A W2A W2A W2B 6'-6 1/8".5'-3 1/8".4'-0 1/2"6'-4" 2'-0" . 12'-10 1/2" . 9'-0" 4'-6 7/8" . 9'-11" . 9'-7 1/4" 4'-6".5'-6" 6'-0" 7'-0 7/8" 5'-6 1/8" 06 001 A 07 003 C 16 006 D W2B W1D W1D W2A W2B W2A W2B W2A 16 006 D 2'-0".9'-8 1/2"10"9'-11" 5'-2" . 5'-10 3/4" . 2'-10" 10'-5 3/4" 2'-7" 6'-0".4'-5".2'-0" 5'-6".1'-0"3'-4 3/4"3'-0 1/8" 16 006 D 06 001 A 13 005 B 07 003 C W1D W1D W2B W2A W2A W2A W2B 2'-0".4'-0 7/8".6'-0" 2'-8 1/4".3'-4 5/8"1'-0".5'-6" 9'-11" 10" 9'-8 1/2" . 2'-0" 2'-7".2'-10"3'-10 1/2"4'-6 3/4"5'-5 1/4"5'-2 1/4" 07 003 C W2A W2A 16 006 D 13 005 B 06 001 A W1D W2B W1D W2A W2B W2A 6'-0".4'-0 3/4".2'-0" 2'-0".9'-8 1/2"10"9'-11" 5'-6".1'-0"3'-4 5/8"3'-0 3/4" 5'-3" . 4'-6 3/4" 5'-5 1/4" 2'-10" 6'-9 7/8" 2'-7" 07 003 C 16 006 D 06 001 A 13 005 B 07 003 C W1D W1D W2B W2A W2A W2A W2B 2'-0".4'-0 7/8".6'-0" 2'-8 1/4".3'-4 5/8"1'-0".5'-6" 9'-11" 10" 9'-8 1/2" . 2'-0" 2'-7".2'-10"3'-10 1/2"4'-6 3/4"5'-5 1/4"5'-2 1/4" 16 006 D 13 005 B 06 001 A W1D W2B W1D W2A W2B W2A 6'-0".4'-0 3/4".2'-0" 2'-0".9'-8 1/2"10"9'-11" 5'-6".1'-0"3'-4 5/8"3'-0 3/4" 5'-3" . 4'-6 3/4" 5'-5 1/4" 2'-10" 6'-9 7/8" 2'-7" 07 003 C 16 006 D 06 001 A 13 005 B 07 003 C W1D W1D W2B W2A W2A W2A W2B 2'-0".4'-0 7/8".6'-0" 2'-8 1/4".3'-4 5/8"1'-0".5'-6" 9'-11" 10" 9'-8 1/2" . 2'-0" 2'-7".2'-10"3'-10 1/2"4'-6 3/4"5'-5 1/4"5'-2 1/4" 06 001 A 16 006 D 12 005 B 07 003 C W1D W2A W2B W2A W2A W2A W2B W2A 2'-0".9'-5".9'-11" 5'-6".1'-0"3'-4 5/8"3'-0 3/4" 6'-0".4'-0 3/4".2'-0" 5'-2" . 3'-3 1/8" 5'-5 1/4" 2'-10" 6'-9 7/8" 2'-7" KITCHEN TYPE 4A BATH TYPE 2B BATH TYPE 1C KITCHEN TYPE 3A BATH TYPE 1A KITCHEN TYPE 3A BATH TYPE 1A KITCHEN TYPE 3A BATH TYPE 1A KITCHEN TYPE 3A BATH TYPE 1A KITCHEN TYPE 3A BATH TYPE 1A KITCHEN TYPE 3A BATH TYPE 1A BATH TYPE 1A KITCHEN TYPE 3A W2A W1D W1D W1D W1D W1D W1D 5 A303 2 A304 3 A304 4 A304 7 A304 3 A305 6 A304 23B 1B W15 W15 W15 W15 W15 W11C W11C W11C W11C W11C W11D W11C W11C W11C W11C W11C W11C W11D W11C W11C W11C W11C W11C W11D W11C W11C W11C 23B 23B SOUTH CORRIDOR 240 T04 010 A 4'-7 3/4" . 39'-0 1/2" 4'-7 3/4" . 39'-0 1/2" .11'-9 1/2".11'-9 5/8".11'-9 1/2".11'-9 5/8".11'-9 1/2".11'-9 5/8".11'-8".12'-7 1/2".10'-4 1/2" 7'-6 7/8"4'-1"93'-0 3/8"5'-0 3/8" 1'-4 5/8" 23B 1B W1B T01 007 A T01 007 A T01 007 A T01 007 A T07 011 A W15 W11D W11D W11C T03 009 G P12 P12 P10 W11C W11C W11C W11C W11C W11C 1 1/8" 0" P13P13 P13 P13 P13 P13 UNIT D4 210 UNIT A5 211 UNIT A6 212 UNIT A7 213 UNIT A6 214 UNIT A7 215 UNIT A6 216 UNIT A8 217 1 111 1 1 A701 3 P23 P23 P23 P23 P23 P23 P23 P23 8'-4 7/8" 36'-10 5/8" ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" 2ND FLOOR SOUTH ENLARGED PLAN A408 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT PLAN KEYNOTES P1STANDBY GENERATOR P2CONCRETE FILLED STEEL BOLLARD(S), SEE DETAIL X/A500 P3ACCESS VEHICLE CONTROL BARRIER GATE, LIFTMASTER MAT W/ 10FT ARM P4STORAGE LOCKERS P5TRASH COMPACTOR, MINI-MAC MODEL BY MARATHON 5A P6TRASH COMPACTOR TRASH BIN, MINI MAC MODEL BY MARATHON 5A P7FDC CONNECTION, SEE FIRE PROTECTION DWGS P8PATIO, CONCRETE PLINTH W/ PLANTERS & PRECAST CONCRETE BENCHES, SEE LANDSCAPE DRWGS P9WOOD SLAT FENCE P10PAINTED STEEL + GLASS CANOPY P11RECYCLING CHUTE WITH 15% PADDED OFFSET @ BOTTOM BY CHUTES INTERNATIONAL P12RECESSED FIRE EXTINGUISHER CABINET W/GLASS DOOR P13REAR DRAIN TOILET, Units 211-216 only P14CUSTOM MILLWORK RECESSED SHELF AT TYPE 5C BATHROOMS ONLY, SEE SHEET 5B/A602 P15FACTORY PAINTED ALUMINUM SUN SCREEN LOUVERS P16ROOF DECK DRAIN, SEE PLUMBING DRWGS P17PAINTED STEEL GUARDRAIL P18GENERATOR EXHAUST SHAFT, SEE MECH. DWGS P19MIN. 24" WIDE ALUM. OR GALV. STL. LADDER (U200 BY UPNOVR OR SIMILAR) P20SURFACE MOUNTED FIRE EXTINGUISHER CABINET W/ GLASS DOOR P21INTERIOR WINDOW, SEE WINDOW SCHEDULE P22ALL COLUMNS TO BE 3HR FIRE RATED SEE DETAILS ON SHEET A510 P23MANIFOLD/WATER METER WALL-MOUNTED 30"x30" PTD ACCESS PANEL, FRAMELESS, BOTTOM SILL MOUNTED AT 9" A.F.F. IN ALL BATHROOMS (BEHIND DOOR SWING), HALLWAYS (CENTERED ON WALL) AND CLOSET (AT CORNER) LOCATIONS. TYPICAL UNITS SHOWN AT 2ND FLOOR ENLARGED PLAN. ANY CONFLICTS TO BE COORDINATED WITH ARCHITECT. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 OSSD OS SD SD SD OS OS PS SD /1A407_R /1A409_R UNIT A8 217 UNIT A6 216 UNIT A7 215 UNIT A6 214 UNIT A7 213 UNIT A6 212 UNIT A5 211 UNIT D4 210 /1A409_R SOUTH CORRIDOR 240 UH UHUB UK UHUH US UE UV EQ EQ UB UB UB UB UC UK UHUH UC EQEQ 3'-0" US EQEQ 3'-0" 3'-0" EQEQ EQEQ UE UH US UV UV UH UHUB UK UHUH US UE UV UHUB UK UHUH US UE UV UK UH UH US UV UE UH UH UB EQ EQ UBUH UH UE US UV UHUH UK UBUH UH UE US UV UHUH UK UE UH US UBUH UK UH EQ EQ UH UH EQEQ EQ EQ UV UH UH UH EQEQ EQ EQ EQEQ UH EQ EQ EQ EQ EQEQ UH EQ EQ EQEQ EQ EQ EQ EQ EQEQ 3'-0" 3'-0" 3'-6" UH UK EQEQ2'-0" EQ EQ EQ EQ EQEQ EQEQ EQEQ EQEQ EQEQ EQ EQ EQEQ EQ EQ EQ EQ EQEQ EQEQ EQEQ EQEQ EQ EQ EQ EQEQ 3'-0" EQEQ EQEQ EQEQEQEQ EQ EQ EQEQ EQEQ UH UH SEE ID415_R 1. FOR OFFSETS OF SHAFT RISERS, PROVIDE CONTINUOUS 2HR RATED GWB ENCLOSURES ON ALL SIDES, FOR LOCATION SEE MECHANICAL DWGS. 2. ALL CONDUIT FOR CEILING MOUNTED FIXTURES OR DEVICES IN AREAS WITH EXPOSED CONCRETE CEILINGS SHALL BE CAST IN CONCRETE SLAB FOR CONCEALMENT. CONDUIT FOR FLOOR MOUNTED POWER, PHONE AND DATA RECEPTACLES SHALL BE CAST IN SLAB AS REQ'D. 3. PROVIDE CONTROL JOINTS IN SUSPENDED GYPSUM BOARD CEILING AS SHOWN AND/OR AS REQ'D BY CEILING CONSTRUCTION. LOCATIONS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. ALIGN WALL & CEILING CONTROL JOINTS WHERE POSSIBLE. 4. CONTRACTOR SHALL PROVIDE ACCESS PANELS IN SUSPENDED GYP BOARD CEILING AS SHOWN ON ARCH & MEP DRAWINGS AND/OR AS REQ'D TO SERVICE MEP/FP SYSTEMS & EQUIPMENT. LOCATIONS NOT SHOWN ON ARCH OR MEP DRAWINGS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. 5. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS, ETC. FOR ALL CEILING MOUNTED ACCESS PANELS, CEILING TRIM, LIGHT FIXTURES, WINDOW TREATMENTS & OTHER EQUIPMENT OR DEVICES AS REQ'D. 6. REFER TO ARCH. DRAWINGS FOR LIGHT FIXTURES LOCATIONS. 7. REFER TO MECH. DRAWINGS FOR LOCATION & SIZE OF HVAC DUCTS & DIFFUSERS. 8. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPE, SWITCHING & LAMPING. 9. REFER TO INTERIOR DRAWINGS FOR ADD'L CEILING FINISH INFORMATION 10. INSTALL ALL INSULATION PER MANUFACTURER'S INSTRUCTIONS. CONTRACTOR TO HAVE INSTRUCTIONS AVAILABLE FOR INSPECTION. 11. SPRINKLERS TO BE ORTHOGONALLY ALIGNED WITH AND EQUALLY SPACED BETWEEN OTHER BUILDING ELEMENTS (I.E. LIGHTS, DIFFUSERS, DOORWAYS, CEILINGS, BULKHEADS) AND EVENLY SPACED AND ALIGNED WITH EACH OTHER. CONFIRM ALL LOCATIONS W/ ARCHITECT PRIOR TO INSTALLATION. RECESSED LIGHT FIXTURE COVE LIGHT / ART WALL WASH (ACLC) -V.I.F. RECESSED STRIP LIGHT W/ LENS, FACING SIDE (CLC) -V.I.F. SURFACE MOUNT DOWNLIGHT WALL SCONCE SPEAKER -SEE AV DWGS FOR TYPES (FINISH TO MATCH ADJACENT CLG. OR WALL, U.N.O.) SPEAKER/STROBE -SEE ELEC. DWGS OCCUPANCY SENSOR SEE ELEC. DWGS PHOTO SENSOR -SEE ELEC. DWGS EXIT SIGN -SEE ELEC. DWGS SMOKE DETECTOR -SEE ELEC. DWGS CENTERLINE RETURN -SEE MECH. DWGS EXHAUST/SUPPLY -SEE MECH. DWGS PS OS SD RCP LEGEND RCP GRAPHIC KEY RCP GENERAL NOTES EXPOSED CONCRETE CEILING SLAB 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-4 1/2" AFF 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-0" AFF SURFACE MOUNT DOWNLIGHT, WET LOCATION PENDANT 1/2" GYPSUM BOARD CEILING, PTD. (U.N.O.); HT 7'-10" AFF ELEC. PANEL -SEE ELEC. DWGS TELECOM PANEL -SEE ELEC. DWGS INTERCOM -SEE ELEC. DWGS ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" 2ND FLOOR SOUTH ENLARGED RCP A408_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET ADJUSTED PER ARCH. BACKGROUND CHANGES. ACCESS PANELS, SMOKE DETECTORS, OCCUPANCY SENSORS ADDED FOR CLARIFICATION. 1 1 1 ALL INTERCOM PANELS REMOVED. 1 EQ EQ EQEQ ALIGN ALIGNALIGN ALIGN ALIGN ALIGN /1A406 T01 007 A T01 007 A T01 007 A T01 007 A T01 007 A T01 007 A T01 007 A T01 007 A 10 003 A 06 001 A 06 001 A 11 004 A 03 002 E 06 001 A 11 004 A 09 003 A 01 001 A 07 003 C 06 001 A 01 001 A 17 006 D 13 005 B 01 001 A 11 004 A 06 001 A 01 001 A 09 003 A 17 006 D 06 001 A 07 003 C 06 001 A 01 001 A 11 004 A 07 003 C 13 005 B 06 001 A 06 001 A 13 005 B 07 003 C W2A W2A W2A W2B W2A W2B W2A W2A W2A W1D W2B W2B W2A W2B W2A W2A W2A W2A W2A W2A W2A W2B W2A W2B W2A W2A W2B W2A W1D W2A W1D W2A W2A W2A W2B W1D W2A W2A W2A W2B W2A W1D W2A W2A 3'-0".6'-2 1/8".9'-0".4'-9 1/4" 3'-2 1/2" . 10'-2 5/8" 2'-7 1/2" . 6'-11 1/2" 2'-0".11'-9 1/4" 5'-6"3'-1".2'-9 3/4" 3'-0" 3'-0".5'-6" .2'-0".5'-6".3'-0".8'-11 1/2" 4'-6 1/2".7'-11" 9'-0" 9'-0".2'-0".6'-4 1/2" 2'-9".3'-1"6'-0" 4'-8" 3'-1" 5'-4".6'-0" 10'-0 1/2" . 9'-11" . 3'-0" 2'-6".7'-2 1/2".5'-3 1/2".6'-4" 9'-9".2'-0".3'-8".6'-0" 3'-0" 9'-11" 6'-0".4'-1 3/8".2'-0" 2'-7" . 2'-10" 3'-10 1/2" 4'-6 7/8" 5'-5 1/4" 5'-2 1/8" 5'-2 7/8".4'-6 7/8"5'-5 3/8"2'-10"6'-10"2'-7" 9'-11" 2'-0".4'-0 1/8".6'-0" 5'-2 7/8".4'-6 7/8"5'-7 3/8"2'-10"6'-8"2'-6 3/8" 2'-0".4'-0 3/4".6'-0" 07 003 C 3'-1" W2B W1D 2'-0".9'-5".9'-11" 06 001 A 07 003 C 09 003 A 14 005 B 06 001 A 05 002 E W2B W2A W2A W2A W2B W2A W2B W2A 6'-0".3'-1".5'-2 3/8".3'-0" 13'-2 3/4".2'-0".3'-2 1/8" 9'-5 5/8".7'-0" 3'-0" . 3'-5 1/2" . 2'-6 1/8" 6'-11 3/8" 7'-2".4'-10".3'-0" 13 005 B 07 003 C 06 001 A W2A W2B W2A W1D W2A W2A 9'-11" 06 001 A 13 005 B 07 003 C W2B W2B W1D W2A W2A 9'-11" 6'-0".4'-0 7/8".1'-11 7/8" 2'-7" . 2'-10" 3'-10 1/2" 4'-6 7/8" 5'-5 3/8" 5'-2 1/8" 3'-0" W1D W1D BATH TYPE 2B BATH TYPE 3A KITCHEN TYPE 2C BATH TYPE 6A KITCHEN TYPE 2A BATH TYPE 5A BATH TYPE 2B KITCHEN TYPE 2B KITCHEN TYPE 7C BATH TYPE 1A BATH TYPE 4A KITCHEN TYPE 1A BATH TYPE 1A KITCHEN TYPE 1A BATH TYPE 1A BATH TYPE 1.1 KITCHEN TYPE 1A KITCHEN TYPE 1A BATH TYPE 1A W2A W2B W2A W2A 13 005 B W2A 4'-7" W2A 4'-7" W2A 4'-7" W2A 4'-7" 2 A307 3 A307 W15 W15 W15 W15 W15 W15 W11D W11D W11D W11D W15W15 W11C W11C W11D W11C W11C W11C W11C 23B 23B 23B 23B 29'-7 1/2".18'-6 7/8".24'-0 7/8". 49'-4" 33'-6 3/8" . 4'-7 3/8" . 28'-1 1/8" 30'-4 1/4".35'-10 5/8" 4 A306 4 A305 3 A306 23'-11 1/4".11'-9 1/2".11'-9".11'-10 1/8".11'-9 5/8". W11C W11C W11C W11C W11C W11C W17 W17 W17 W11C W11D W11C P12 W11D 2'-2 5/8" 10'-8 3/4" 10'-3 3/4" 1'-4 1/8" 1'-1 1/8" 9'-2 1/4" UNIT D5 218 UNIT B2 219 UNIT D7 221 UNIT A9 222 UNIT A10 223 UNIT A9 224 UNIT A10 225 UNIT D6 220 5 A100.1 1 HOUR RATED WALL ASSEMBLY ADJACENT TO PROPERTY LINE 1 1 1 1 P23 P23 P23 P23 P23P23P23 P23 12'-11 1/8" ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" 2ND FLOOR WEST ENLARGED PLAN A409 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT PLAN KEYNOTES P1STANDBY GENERATOR P2CONCRETE FILLED STEEL BOLLARD(S), SEE DETAIL X/A500 P3ACCESS VEHICLE CONTROL BARRIER GATE, LIFTMASTER MAT W/ 10FT ARM P4STORAGE LOCKERS P5TRASH COMPACTOR, MINI-MAC MODEL BY MARATHON 5A P6TRASH COMPACTOR TRASH BIN, MINI MAC MODEL BY MARATHON 5A P7FDC CONNECTION, SEE FIRE PROTECTION DWGS P8PATIO, CONCRETE PLINTH W/ PLANTERS & PRECAST CONCRETE BENCHES, SEE LANDSCAPE DRWGS P9WOOD SLAT FENCE P10PAINTED STEEL + GLASS CANOPY P11RECYCLING CHUTE WITH 15% PADDED OFFSET @ BOTTOM BY CHUTES INTERNATIONAL P12RECESSED FIRE EXTINGUISHER CABINET W/GLASS DOOR P13REAR DRAIN TOILET, Units 211-216 only P14CUSTOM MILLWORK RECESSED SHELF AT TYPE 5C BATHROOMS ONLY, SEE SHEET 5B/A602 P15FACTORY PAINTED ALUMINUM SUN SCREEN LOUVERS P16ROOF DECK DRAIN, SEE PLUMBING DRWGS P17PAINTED STEEL GUARDRAIL P18GENERATOR EXHAUST SHAFT, SEE MECH. DWGS P19MIN. 24" WIDE ALUM. OR GALV. STL. LADDER (U200 BY UPNOVR OR SIMILAR) P20SURFACE MOUNTED FIRE EXTINGUISHER CABINET W/ GLASS DOOR P21INTERIOR WINDOW, SEE WINDOW SCHEDULE P22ALL COLUMNS TO BE 3HR FIRE RATED SEE DETAILS ON SHEET A510 P23MANIFOLD/WATER METER WALL-MOUNTED 30"x30" PTD ACCESS PANEL, FRAMELESS, BOTTOM SILL MOUNTED AT 9" A.F.F. IN ALL BATHROOMS (BEHIND DOOR SWING), HALLWAYS (CENTERED ON WALL) AND CLOSET (AT CORNER) LOCATIONS. TYPICAL UNITS SHOWN AT 2ND FLOOR ENLARGED PLAN. ANY CONFLICTS TO BE COORDINATED WITH ARCHITECT. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 SDSD OS OS PS SD /1A406_R UNIT A10 223 UNIT A9 224 UNIT A10 225 UNIT B2 219 UNIT D5 218 UNIT D6 220 UNIT D7 221 SOUTH CORRIDOR 240 EQEQ EQEQ EQ EQ EQEQ UH UK UK UK UH US UBUB UH UH UE UV UHUK UK UH UK UBUB UBUB UBUB 3'-0" UC US UE 3'-0" UV 4'-6" 4'-6" EQ EQ 3'-0"3'-0" EQ EQ US UV UHUH UK UH UB UB UV US UH UK UE 3'-0" 3'-0" UV UH UH EQEQ EQEQ 3'-0" 3'-0" UH UK UK UK UH UV US UE UBUB UBUB US UC EQEQ 3'-6"3'-6" UC UV EQ EQ 3'-0" UP UP EQ EQ EQ EQ EQ EQ 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 1'-9" 1'-9" 2'-6" US UH UV UK UH UE UHUH UH US UH UV UK UH UHUH UH UH EQEQ UH UH UHUK UH UH UE US UV UH UH UH UHUK UH UH UE US UV UH EQEQ 2'-0" 4'-6" 2'-0" 8" UV 4'-6" EQEQ EQEQ EQEQ 3'-0" EQEQ EQEQ 2'-6" 2'-0" 2'-0" EQ EQ 3'-0" 2'-6" 2'-6" 3'-0" EQEQ 3'-0" EQ EQ EQ EQ 2'-0" EQEQ EQ EQ UH UH UHUK UH UH UE US UV UH EQ EQ US UH UV UK UH UE UHUH UH UH EQEQ EQEQ 2'-0" EQEQ EQEQ EQEQ UC US EQEQ SEE ID417_R E6E6E6E6 UNIT A9 222 REFER TO UNIT 222 FOR DIMENSIONS REFER TO UNIT 223 FOR DIMENSIONS 1. FOR OFFSETS OF SHAFT RISERS, PROVIDE CONTINUOUS 2HR RATED GWB ENCLOSURES ON ALL SIDES, FOR LOCATION SEE MECHANICAL DWGS. 2. ALL CONDUIT FOR CEILING MOUNTED FIXTURES OR DEVICES IN AREAS WITH EXPOSED CONCRETE CEILINGS SHALL BE CAST IN CONCRETE SLAB FOR CONCEALMENT. CONDUIT FOR FLOOR MOUNTED POWER, PHONE AND DATA RECEPTACLES SHALL BE CAST IN SLAB AS REQ'D. 3. PROVIDE CONTROL JOINTS IN SUSPENDED GYPSUM BOARD CEILING AS SHOWN AND/OR AS REQ'D BY CEILING CONSTRUCTION. LOCATIONS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. ALIGN WALL & CEILING CONTROL JOINTS WHERE POSSIBLE. 4. CONTRACTOR SHALL PROVIDE ACCESS PANELS IN SUSPENDED GYP BOARD CEILING AS SHOWN ON ARCH & MEP DRAWINGS AND/OR AS REQ'D TO SERVICE MEP/FP SYSTEMS & EQUIPMENT. LOCATIONS NOT SHOWN ON ARCH OR MEP DRAWINGS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. 5. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS, ETC. FOR ALL CEILING MOUNTED ACCESS PANELS, CEILING TRIM, LIGHT FIXTURES, WINDOW TREATMENTS & OTHER EQUIPMENT OR DEVICES AS REQ'D. 6. REFER TO ARCH. DRAWINGS FOR LIGHT FIXTURES LOCATIONS. 7. REFER TO MECH. DRAWINGS FOR LOCATION & SIZE OF HVAC DUCTS & DIFFUSERS. 8. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPE, SWITCHING & LAMPING. 9. REFER TO INTERIOR DRAWINGS FOR ADD'L CEILING FINISH INFORMATION 10. INSTALL ALL INSULATION PER MANUFACTURER'S INSTRUCTIONS. CONTRACTOR TO HAVE INSTRUCTIONS AVAILABLE FOR INSPECTION. 11. SPRINKLERS TO BE ORTHOGONALLY ALIGNED WITH AND EQUALLY SPACED BETWEEN OTHER BUILDING ELEMENTS (I.E. LIGHTS, DIFFUSERS, DOORWAYS, CEILINGS, BULKHEADS) AND EVENLY SPACED AND ALIGNED WITH EACH OTHER. CONFIRM ALL LOCATIONS W/ ARCHITECT PRIOR TO INSTALLATION. RECESSED LIGHT FIXTURE COVE LIGHT / ART WALL WASH (ACLC) -V.I.F. RECESSED STRIP LIGHT W/ LENS, FACING SIDE (CLC) -V.I.F. SURFACE MOUNT DOWNLIGHT WALL SCONCE SPEAKER -SEE AV DWGS FOR TYPES (FINISH TO MATCH ADJACENT CLG. OR WALL, U.N.O.) SPEAKER/STROBE -SEE ELEC. DWGS OCCUPANCY SENSOR SEE ELEC. DWGS PHOTO SENSOR -SEE ELEC. DWGS EXIT SIGN -SEE ELEC. DWGS SMOKE DETECTOR -SEE ELEC. DWGS CENTERLINE RETURN -SEE MECH. DWGS EXHAUST/SUPPLY -SEE MECH. DWGS PS OS SD RCP LEGEND RCP GRAPHIC KEY RCP GENERAL NOTES EXPOSED CONCRETE CEILING SLAB 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-4 1/2" AFF 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-0" AFF SURFACE MOUNT DOWNLIGHT, WET LOCATION PENDANT 1/2" GYPSUM BOARD CEILING, PTD. (U.N.O.); HT 7'-10" AFF ELEC. PANEL -SEE ELEC. DWGS TELECOM PANEL -SEE ELEC. DWGS INTERCOM -SEE ELEC. DWGS ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" 2ND FLOOR WEST ENLARGED RCP A409_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET ADJUSTED PER ARCH. BACKGROUND CHANGES. ACCESS PANELS, SMOKE DETECTORS, OCCUPANCY SENSORS ADDED FOR CLARIFICATION. 1 11 1 1 ALL INTERCOM PANELS REMOVED. 1 ALIGN ALIGN ALIGN /1A406 T01 007 A T01 007 A T01 007 A T01 007 A T01 007 A 12 A428 13 A428 06 001 A 07 003 C 10 003 A 01 001 A 11 004 A W2A W2A W2B W1D W2A W2A W2A W16 W16 W16 8'-11 3/8" . 3'-0" 6'-6" . 3'-0" 3'-7 1/2".3'-0" 7'-0" 5'-6 1/2" 2'-0".3'-0" 10 003 A 08 003 A 01 001 A 07 003 C 06 001 A 09 003 A 01 001 A 09 003 A 06 001 A 06 001 A 15 006 D W1D W2A W2A W2A W2A W2B W2A W2A W2A W2A W2AW1D W2A 2'-4" . 3'-4 1/2" . 5'-6 1/2" 2'-0".5'-7 1/4" 9'-0" . 5'-2 5/8" . 2'-4" . 9'-1 1/2" . 3'-0" . 9'-11" 1'-2 1/2". 2'-1 1/2" . 3'-5" . 3'-7 1/2" 2'-0".6'-0" 5'-0 1/4".3'-0" 11 004 A 01 001 A 06 001 A 06 001 A 07 003 C 01 001 A 17 006 D 10 003 A W2A W2A W2A W1D W2A W2A W2A W2A W1D 2'-0"...3'-0".9'-11".11'-10 1/2" 6'-0".4'-11 1/2" 6'-0".3'-8".2'-0" 3'-0" 11 004 A 06 001 A 01 001 A 10 003 A 14 005 B 06 001 A 01 001 A 06 001 A 11 004 A 07 003 C W2A W2A W1D W2A W2A W2A W2A 1B 5'-8 3/4".3'-1"8'-0".2'-0".5'-4 1/2".3'-0".9'-9 5/8".4'-5" 5'-6". 3'-1 1/2".2'-0" 7'-0" 3'-8 1/2".1'-0" 6'-6 1/2"4'-5 3/8".8'-4 1/2".4'-8".6'-10" 11'-3 5/8" BATH TYPE 5B KITCHEN TYPE 2C BATH TYPE 5B BATH TYPE 1A KITCHEN TYPE 7D BATH TYPE 2C KITCHEN TYPE 8A BATH TYPE 1A BATH TYPE 4.1A BATH TYPE 2D KITCHEN TYPE 5A BATH TYPE 5C 11 004 A 07 003 C 01 001 A 13 005 B 06 001 A 17 006 D 01 001 A 06 001 A W2A W2A W2A W1D W2A W2A W2A W1D 11'-0" . 9'-11" . 3'-0" 2'-0".3'-8".6'-0" 3'-0" 3'-11 1/4".6'-0" BATH TYPE 1A BATH TYPE 4B 5'-11 1/2" . 4'-8" . 7'-0" . 5'-8 7/8" 1'-1 5/8"7'-10" KITCHEN TYPE 2C 10 003 A 06 001 A 10 003 A W1D W2A W2A 1B .3'-7 1/4".3'-4" BATH TYPE 1E 9'-7 3/4" 2 A308 4 A308 3 A309 W11B W11B W11B W11B W16 W11D W11D W11D W14B W11D W11D 1B 23B T04 010 A .28'-4 1/8".40'-7 5/8".38'-7" 21'-9 1/8".21'-6 7/8" 49'-11 1/8" 8'-2 1/2" 10'-1 1/8" 3'-1 1/2" 5 A308 43'-1 3/8" . 46'-7 7/8" 9'-4 1/2" A510 1 010 A W15 A510 2 A510 3 P12 23B NORTH STAIR 10'-0" 19'-9 1/4".4'-7 7/8".18'-3 3/8" P14 UNIT B3 226 UNIT D8 227 UNIT D9 228 UNIT D10 229 UNIT D11 230 1 HOUR RATED WALL ASSEMBLY ADJACENT TO PROPERTY LINE 1 1 W15 W11C W11C 10'-0" 10'-0" P23 P23 P23 P23 P23 A510 3 Sim A510 3 Sim A510 3 Sim 9 A428 21'-5 1/8" ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" 2ND FLOOR NORTH ENLARGED PLAN A410 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT PLAN KEYNOTES P1STANDBY GENERATOR P2CONCRETE FILLED STEEL BOLLARD(S), SEE DETAIL X/A500 P3ACCESS VEHICLE CONTROL BARRIER GATE, LIFTMASTER MAT W/ 10FT ARM P4STORAGE LOCKERS P5TRASH COMPACTOR, MINI-MAC MODEL BY MARATHON 5A P6TRASH COMPACTOR TRASH BIN, MINI MAC MODEL BY MARATHON 5A P7FDC CONNECTION, SEE FIRE PROTECTION DWGS P8PATIO, CONCRETE PLINTH W/ PLANTERS & PRECAST CONCRETE BENCHES, SEE LANDSCAPE DRWGS P9WOOD SLAT FENCE P10PAINTED STEEL + GLASS CANOPY P11RECYCLING CHUTE WITH 15% PADDED OFFSET @ BOTTOM BY CHUTES INTERNATIONAL P12RECESSED FIRE EXTINGUISHER CABINET W/GLASS DOOR P13REAR DRAIN TOILET, Units 211-216 only P14CUSTOM MILLWORK RECESSED SHELF AT TYPE 5C BATHROOMS ONLY, SEE SHEET 5B/A602 P15FACTORY PAINTED ALUMINUM SUN SCREEN LOUVERS P16ROOF DECK DRAIN, SEE PLUMBING DRWGS P17PAINTED STEEL GUARDRAIL P18GENERATOR EXHAUST SHAFT, SEE MECH. DWGS P19MIN. 24" WIDE ALUM. OR GALV. STL. LADDER (U200 BY UPNOVR OR SIMILAR) P20SURFACE MOUNTED FIRE EXTINGUISHER CABINET W/ GLASS DOOR P21INTERIOR WINDOW, SEE WINDOW SCHEDULE P22ALL COLUMNS TO BE 3HR FIRE RATED SEE DETAILS ON SHEET A510 P23MANIFOLD/WATER METER WALL-MOUNTED 30"x30" PTD ACCESS PANEL, FRAMELESS, BOTTOM SILL MOUNTED AT 9" A.F.F. IN ALL BATHROOMS (BEHIND DOOR SWING), HALLWAYS (CENTERED ON WALL) AND CLOSET (AT CORNER) LOCATIONS. TYPICAL UNITS SHOWN AT 2ND FLOOR ENLARGED PLAN. ANY CONFLICTS TO BE COORDINATED WITH ARCHITECT. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 OS SD SD SD OS PS SD /1A406_R UNIT D9 228 UNIT D8 227 UNIT B3 226 UNIT D11 230 UNIT D10 229 NORTH STAIR NORTH CORRIDOR 239 UB UB UB UB UHUH UKUK UC 3'-6" UC UV US UV UH UKUKUK UE 3'-0"3'-0" EQEQ 3'-0" UHUH UH UH UH UK 3'-0" US UV UB UB UH UK US UV 4'-6" UE UB UB UB UB UV UB UB UB UB USUS US UC UK UK 3'-0" UE 3'-0" UV UH 4'-0" 3'-0" UH UH UH UB UB US 3'-0" 3'-6"3'-6" UB UB UHUH UKUK UC UV 3'-0" 4'-0" UP UP 3'-0" 3'-0" UB UB UB UB UC US UC UH UE UH UV UK UK 3'-0" 3'-6"3'-6" 3'-0" 3'-0" 3'-0" 3'-6" 1'-9" 1'-9" UP UP UK UK 2'-0" 2'-0" 2'-0" 2'-0" 3'-0" 3'-6" EQEQ EQEQ EQEQ 3'-0"4'-6" EQEQ 3'-0" 3'-0" 3'-0" 3'-0" EQEQ EQEQ EQEQ EQEQ UV EQEQ EQEQ EQEQ EQEQ 3'-0" EQEQ 3'-0" 3'-0" 8" 2'-0" 8" EQEQ EQEQ 3'-6" 3'-0" EQEQ 3'-0" EQEQ EQEQ SEE ID419_R SEE ELEC. & MECH. DWGS UNIT D12 231 1. FOR OFFSETS OF SHAFT RISERS, PROVIDE CONTINUOUS 2HR RATED GWB ENCLOSURES ON ALL SIDES, FOR LOCATION SEE MECHANICAL DWGS. 2. ALL CONDUIT FOR CEILING MOUNTED FIXTURES OR DEVICES IN AREAS WITH EXPOSED CONCRETE CEILINGS SHALL BE CAST IN CONCRETE SLAB FOR CONCEALMENT. CONDUIT FOR FLOOR MOUNTED POWER, PHONE AND DATA RECEPTACLES SHALL BE CAST IN SLAB AS REQ'D. 3. PROVIDE CONTROL JOINTS IN SUSPENDED GYPSUM BOARD CEILING AS SHOWN AND/OR AS REQ'D BY CEILING CONSTRUCTION. LOCATIONS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. ALIGN WALL & CEILING CONTROL JOINTS WHERE POSSIBLE. 4. CONTRACTOR SHALL PROVIDE ACCESS PANELS IN SUSPENDED GYP BOARD CEILING AS SHOWN ON ARCH & MEP DRAWINGS AND/OR AS REQ'D TO SERVICE MEP/FP SYSTEMS & EQUIPMENT. LOCATIONS NOT SHOWN ON ARCH OR MEP DRAWINGS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. 5. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS, ETC. FOR ALL CEILING MOUNTED ACCESS PANELS, CEILING TRIM, LIGHT FIXTURES, WINDOW TREATMENTS & OTHER EQUIPMENT OR DEVICES AS REQ'D. 6. REFER TO ARCH. DRAWINGS FOR LIGHT FIXTURES LOCATIONS. 7. REFER TO MECH. DRAWINGS FOR LOCATION & SIZE OF HVAC DUCTS & DIFFUSERS. 8. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPE, SWITCHING & LAMPING. 9. REFER TO INTERIOR DRAWINGS FOR ADD'L CEILING FINISH INFORMATION 10. INSTALL ALL INSULATION PER MANUFACTURER'S INSTRUCTIONS. CONTRACTOR TO HAVE INSTRUCTIONS AVAILABLE FOR INSPECTION. 11. SPRINKLERS TO BE ORTHOGONALLY ALIGNED WITH AND EQUALLY SPACED BETWEEN OTHER BUILDING ELEMENTS (I.E. LIGHTS, DIFFUSERS, DOORWAYS, CEILINGS, BULKHEADS) AND EVENLY SPACED AND ALIGNED WITH EACH OTHER. CONFIRM ALL LOCATIONS W/ ARCHITECT PRIOR TO INSTALLATION. RECESSED LIGHT FIXTURE COVE LIGHT / ART WALL WASH (ACLC) -V.I.F. RECESSED STRIP LIGHT W/ LENS, FACING SIDE (CLC) -V.I.F. SURFACE MOUNT DOWNLIGHT WALL SCONCE SPEAKER -SEE AV DWGS FOR TYPES (FINISH TO MATCH ADJACENT CLG. OR WALL, U.N.O.) SPEAKER/STROBE -SEE ELEC. DWGS OCCUPANCY SENSOR SEE ELEC. DWGS PHOTO SENSOR -SEE ELEC. DWGS EXIT SIGN -SEE ELEC. DWGS SMOKE DETECTOR -SEE ELEC. DWGS CENTERLINE RETURN -SEE MECH. DWGS EXHAUST/SUPPLY -SEE MECH. DWGS PS OS SD RCP LEGEND RCP GRAPHIC KEY RCP GENERAL NOTES EXPOSED CONCRETE CEILING SLAB 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-4 1/2" AFF 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-0" AFF SURFACE MOUNT DOWNLIGHT, WET LOCATION PENDANT 1/2" GYPSUM BOARD CEILING, PTD. (U.N.O.); HT 7'-10" AFF ELEC. PANEL -SEE ELEC. DWGS TELECOM PANEL -SEE ELEC. DWGS INTERCOM -SEE ELEC. DWGS ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" 2ND FLOOR NORTH ENLARGED RCP A410_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET ADJUSTED PER ARCH. BACKGROUND CHANGES. ACCESS PANELS, SMOKE DETECTORS, OCCUPANCY SENSORS ADDED FOR CLARIFICATION. 1 1 1 ALL INTERCOM PANELS REMOVED. 1 UV US UV US US UV ALIGN ALIGN ALIGN ALIGN ALIGN 8 A427 7 A427 /1A413 /1A412 /1A415 /1A414 /1A413 /1A414 6 A427 T01 007 A T01 007 A T01 007 A T01 007 A T01 007 A T01 007 A T05 011 A 9 A427 12 A428 13 A428 06 001 A 17 006 D07 003 C 09 003 A 01 001 A 10 003 A 06 001 A 10 003 A 04 002 E 06 001 A 13 005 B 07 003 C 16 006 D 07 003 C 13 005 B 06 001 A 16 006 D 13 005 B 06 001 A 07 003 C 10 003 A 10 003 A 05 002 E W2B W2A W2A W1DW2AW1D W2B W2A W2A W2A W2A W2A W2B W1D W2A W2A W2A W2A W2A W1D W2B W2A W2A W2B W2A W2A W1D W2A W2B W2AW2A W2A W2B W2A 1B .12'-3 7/8" 01 001 A 5'-6 1/8" 6'-0".3'-5 7/8".2'-0".3'-5".12'-1 5/8" 2'-0".11'-11 3/8" 5'-6 1/8" .8'-11 1/2".2'-0" 2'-0" . 4'-0" . 6'-0" 3'-0 3/4" 3'-4 1/8" 1'-0" . 5'-6" 9'-11".9'-7".2'-0" 5'-3 1/4".4'-6 5/8"5'-5 1/8"2'-10"6'-10"2'-7" 9'-11".9'-7".2'-0" 2'-0".4'-1 1/4".6'-0" 5'-6" . 1'-0" 3'-4 7/8" . 2'-8 1/4" 5'-6".2'-0".11'-6 1/4".3'-0". 7'-0".3'-5" 3'-0".12'-3 1/4".9'-7 3/4" 6'-0".2'-0" 2'-6".3'-4".3'-7 1/4".3'-4" 12'-2 1/8" W2A W2A W2A W2A W2B 14 005 B 06 001 A 07 003 C 10 003 A 5'-2".3'-0".3'-1"5'-10 1/2" .3'-8 5/8".10'-0" 5'-5 7/8".1'-11" 8 1/4" 3'-0" 10'-4 3/4" W2A W2A W2A W2A W2B 14 005 B 06 001 A 07 003 C 10 003 A 5'-2".3'-0".3'-1"5'-10 1/2" 11'-0".3'-8 5/8".10'-0" 5'-5 7/8".2'-0" 8 1/4" 3'-1" 10'-4 3/4" 2'-0" W2A 1B 1B 2'-0" 1B 6'-6 1/2".3'-0".6'-9 1/2" 06 001 A 07 003 C 10 003 A 01 001 A W2A W2A W2B W1D W2A 6'-6" . 3'-0" 3'-7 1/2".3'-0" 7'-0" 2'-0".3'-0" W1D 1B BATH TYPE 5B KITCHEN TYPE 2C BATH TYPE 5B BATH TYPE 1A KITCHEN TYPE 3A BATH TYPE 1A BATH TYPE 1E BATH TYPE 2E KITCHEN TYPE 2C BATH TYPE 1A KITCHEN TYPE 3A BATH TYPE 7A 5'-2 1/2"5'-5 1/8"4'-6 5/8"3'-10 1/2"2'-10".2'-7" 5'-2 1/2"5'-5 1/8"4'-6 5/8"3'-10 1/2"2'-10".2'-7" W2A W2B UNIT C1 301 UNIT C1 301 UNIT C1 301 03 002 E W2B KITCHEN TYPE 2C KITCHEN TYPE 2C S21 S21 4 A309 3 A309 W26 W26 W14 W14 1B 1D W14 W11B W14 W14 W14W14 ELEVATOR LOBBY 338 NORTH CORRIDOR 339 T04 010 A T04 010 A T02 008 F T06 011 A ELEC/DATA 337 T06 011 A W11C W11C W11CW11C W11C W11C W14 W11D W11D W11D W11B W14 TRASH ROOM 335 W11D W11C T02 F008 P11 P11 P12 P12 23B 23B 23B 23B 23B 23B 23B CENTRAL STAIR NORTH STAIR 7'-7"4'-0 3/4" 1'-4 5/8" 2'-8 5/8" 18'-4 1/8"58'-8 1/4"4'-8 3/4". 8'-2 1/2" 10'-1 1/8" 3'-1 1/2" 4'-10 3/8"20'-1 3/4" .4'-10 3/8".39'-1"10'-6 1/2". 9'-4 1/2" 25'-10" . 11'-9 7/8" . 11'-9" UNIT C1 301 UNIT B3 326 UNIT D12 331 UNIT A11 332 UNIT A12 333 UNIT C2 334 ELEV 2 ELEV 1 W11B W11B W14 SOUTH CORRIDOR 340 1 10'-0" P21 P21 1 A510 2 Sim A510 9 Sim 16'-1 5/8" 8'-5" ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" 3RD FLOOR CORE ENLARGED PLAN A411 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT PLAN KEYNOTES P1STANDBY GENERATOR P2CONCRETE FILLED STEEL BOLLARD(S), SEE DETAIL X/A500 P3ACCESS VEHICLE CONTROL BARRIER GATE, LIFTMASTER MAT W/ 10FT ARM P4STORAGE LOCKERS P5TRASH COMPACTOR, MINI-MAC MODEL BY MARATHON 5A P6TRASH COMPACTOR TRASH BIN, MINI MAC MODEL BY MARATHON 5A P7FDC CONNECTION, SEE FIRE PROTECTION DWGS P8PATIO, CONCRETE PLINTH W/ PLANTERS & PRECAST CONCRETE BENCHES, SEE LANDSCAPE DRWGS P9WOOD SLAT FENCE P10PAINTED STEEL + GLASS CANOPY P11RECYCLING CHUTE WITH 15% PADDED OFFSET @ BOTTOM BY CHUTES INTERNATIONAL P12RECESSED FIRE EXTINGUISHER CABINET W/GLASS DOOR P13REAR DRAIN TOILET, Units 211-216 only P14CUSTOM MILLWORK RECESSED SHELF AT TYPE 5C BATHROOMS ONLY, SEE SHEET 5B/A602 P15FACTORY PAINTED ALUMINUM SUN SCREEN LOUVERS P16ROOF DECK DRAIN, SEE PLUMBING DRWGS P17PAINTED STEEL GUARDRAIL P18GENERATOR EXHAUST SHAFT, SEE MECH. DWGS P19MIN. 24" WIDE ALUM. OR GALV. STL. LADDER (U200 BY UPNOVR OR SIMILAR) P20SURFACE MOUNTED FIRE EXTINGUISHER CABINET W/ GLASS DOOR P21INTERIOR WINDOW, SEE WINDOW SCHEDULE P22ALL COLUMNS TO BE 3HR FIRE RATED SEE DETAILS ON SHEET A510 P23MANIFOLD/WATER METER WALL-MOUNTED 30"x30" PTD ACCESS PANEL, FRAMELESS, BOTTOM SILL MOUNTED AT 9" A.F.F. IN ALL BATHROOMS (BEHIND DOOR SWING), HALLWAYS (CENTERED ON WALL) AND CLOSET (AT CORNER) LOCATIONS. TYPICAL UNITS SHOWN AT 2ND FLOOR ENLARGED PLAN. ANY CONFLICTS TO BE COORDINATED WITH ARCHITECT. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 OS OS OS SD SD SD SD SD SD OS SD OS PS SD /1A412_R /1A414_R UH UK UH UB UV UE US UH UH UH UK UB UV US UV UKUKUK UH UB UH UV US UB UB US UE UH UHUH UKUK UV US UEUK UB US UV UE UBUB UH UK UK UK UH UH UH UK UH UE UH US UH UHUH UB UB UV UK UK UK UE UH UH SEE ID411_R E2 SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS E2 UNIT B3 326 UNIT D12 331 UNIT A11 332 UNIT A12 333 ELEVATOR LOBBY 338 NORTH CORRIDOR 339 TRASH ROOM 335 CENTRAL STAIR UNIT C1 301 SOUTH CORRIDOR 340 ELEC/DATA 337 UNIT C2 334 NORTH STAIR REFER TO UNIT 226 FOR DIMENSIONS REFER TO UNIT 232 FOR DIMENSIONS REFER TO UNIT 233 FOR DIMENSIONS REFER TO UNIT 234 FOR DIMENSIONS REFER TO UNIT 201 FOR DIMENSIONS REFER TO UNIT 231 FOR DIMENSIONS 1. FOR OFFSETS OF SHAFT RISERS, PROVIDE CONTINUOUS 2HR RATED GWB ENCLOSURES ON ALL SIDES, FOR LOCATION SEE MECHANICAL DWGS. 2. ALL CONDUIT FOR CEILING MOUNTED FIXTURES OR DEVICES IN AREAS WITH EXPOSED CONCRETE CEILINGS SHALL BE CAST IN CONCRETE SLAB FOR CONCEALMENT. CONDUIT FOR FLOOR MOUNTED POWER, PHONE AND DATA RECEPTACLES SHALL BE CAST IN SLAB AS REQ'D. 3. PROVIDE CONTROL JOINTS IN SUSPENDED GYPSUM BOARD CEILING AS SHOWN AND/OR AS REQ'D BY CEILING CONSTRUCTION. LOCATIONS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. ALIGN WALL & CEILING CONTROL JOINTS WHERE POSSIBLE. 4. CONTRACTOR SHALL PROVIDE ACCESS PANELS IN SUSPENDED GYP BOARD CEILING AS SHOWN ON ARCH & MEP DRAWINGS AND/OR AS REQ'D TO SERVICE MEP/FP SYSTEMS & EQUIPMENT. LOCATIONS NOT SHOWN ON ARCH OR MEP DRAWINGS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. 5. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS, ETC. FOR ALL CEILING MOUNTED ACCESS PANELS, CEILING TRIM, LIGHT FIXTURES, WINDOW TREATMENTS & OTHER EQUIPMENT OR DEVICES AS REQ'D. 6. REFER TO ARCH. DRAWINGS FOR LIGHT FIXTURES LOCATIONS. 7. REFER TO MECH. DRAWINGS FOR LOCATION & SIZE OF HVAC DUCTS & DIFFUSERS. 8. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPE, SWITCHING & LAMPING. 9. REFER TO INTERIOR DRAWINGS FOR ADD'L CEILING FINISH INFORMATION 10. INSTALL ALL INSULATION PER MANUFACTURER'S INSTRUCTIONS. CONTRACTOR TO HAVE INSTRUCTIONS AVAILABLE FOR INSPECTION. 11. SPRINKLERS TO BE ORTHOGONALLY ALIGNED WITH AND EQUALLY SPACED BETWEEN OTHER BUILDING ELEMENTS (I.E. LIGHTS, DIFFUSERS, DOORWAYS, CEILINGS, BULKHEADS) AND EVENLY SPACED AND ALIGNED WITH EACH OTHER. CONFIRM ALL LOCATIONS W/ ARCHITECT PRIOR TO INSTALLATION. RECESSED LIGHT FIXTURE COVE LIGHT / ART WALL WASH (ACLC) -V.I.F. RECESSED STRIP LIGHT W/ LENS, FACING SIDE (CLC) -V.I.F. SURFACE MOUNT DOWNLIGHT WALL SCONCE SPEAKER -SEE AV DWGS FOR TYPES (FINISH TO MATCH ADJACENT CLG. OR WALL, U.N.O.) SPEAKER/STROBE -SEE ELEC. DWGS OCCUPANCY SENSOR SEE ELEC. DWGS PHOTO SENSOR -SEE ELEC. DWGS EXIT SIGN -SEE ELEC. DWGS SMOKE DETECTOR -SEE ELEC. DWGS CENTERLINE RETURN -SEE MECH. DWGS EXHAUST/SUPPLY -SEE MECH. DWGS PS OS SD RCP LEGEND RCP GRAPHIC KEY RCP GENERAL NOTES EXPOSED CONCRETE CEILING SLAB 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-4 1/2" AFF 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-0" AFF SURFACE MOUNT DOWNLIGHT, WET LOCATION PENDANT 1/2" GYPSUM BOARD CEILING, PTD. (U.N.O.); HT 7'-10" AFF ELEC. PANEL -SEE ELEC. DWGS TELECOM PANEL -SEE ELEC. DWGS INTERCOM -SEE ELEC. DWGS ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" 3RD FLOOR CORE ENLARGED RCP A411_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET ADJUSTED PER ARCH. BACKGROUND CHANGES. ACCESS PANELS, SMOKE DETECTORS, OCCUPANCY SENSORS ADDED FOR CLARIFICATION. 1 1 1 1 1 1 1 1 1 ALL INTERCOM PANELS REMOVED. 1 ALIGN ALIGN ALIGN ALIGN ALIGN /1A411 T01 007 A T01 007 A T01 007 A T01 007 A T01 007 A T01 007 A T01 007 A T01 007 A T04 010 A T07 011 A 14 A428 15 A428 07 003 C 06 001 A 01 001 A 11 004 A 06 001 A 01 001 A 10 003 A 14 005 B 14 005 B 10 003 A 01 001 A 07 003 C 06 001 A 01 001 A 11 004 A 06 001 A 06 001 A 11 004 A 01 001 A 06 001 A 09 003 A 16 006 D 07 003 C 01 001 A 10 003 A 07 003 C 01 001 A 01 001 A W2A W2A W2A W2A W2B W2A W2A W2A W2B W2A W2A W14 W2A W2A W2B W2B W2A W1D W2A W2A W2A W14 W2A W1D W1D W1C W1D W2A W2B W2B W2A 16 006 D 06 001 A 12 005 B 07 003 C W2A W2B W1D W2A W2B W2A W2A 16 006 D 12 005 B 06 001 A 07 003 C W2B W2A W1D W2A W2B W2A W2A 06 001 A 16 006 D 12 005 B 07 003 C W1D W2B W2A W2A W2A W2A W2B 06 001 A 11 004 A 07 003 C 16 006 D W2B W2A W2A W2B W2A W2A W2B W2A 1B1B 9'-11".8'-11 1/2".2'-0" 2'-7" . 2'-10" 3'-10 1/2" 3'-10 1/2" 4'-9" 5'-1 7/8" 6'-0 1/8".4'-1 3/8".2'-0" 5'-6".1'-0"3'-4 7/8".2'-8 1/4" 2'-0" . 8'-11 3/8" . 9'-11" 5'-2 5/8".3'-10 1/2"4'-9"2'-10"6'-9 7/8"2'-7" W2A 2'-0".4'-0 1/8".6'-0" 9'-11".8'-11 3/8".2'-0" 2'-7" 8'-9" 2'-10" . 3'-5" . 5'-1 1/2" 6'-0".4'-4 1/2".2'-0" 5'-6".1'-0"3'-4 1/4"3'-0 3/4" 2'-0" . 10'-5 1/2" . 6'-0 1/4" 4'-3 7/8".2'-10"3'-5 1/2"2'-7" 3'-0 3/4"3'-4 1/4"1'-0".5'-6" 2'-0".10'-2 3/4" W1C 5'-4 5/8".5'-9 1/8".9'-11".3'-0" 9'-3 1/2" 5'-6" 6'-0".3'-8" 3'-0".6'-8".3'-0" 11'-8 1/4".12'-3".2'-0". 3'-0".6'-8".3'-0" 3'-0".9'-11".5'-6 3/4".5'-4 1/2" 3'-8" . 6'-0" 5'-6" 9'-3 1/2" 3'-0".9'-11".11'-0" 5'-6" . 6'-0" 6'-0" . 3'-8" . 2'-0" 3'-0" 3'-9 3/4".3'-0".6'-6"3'-1". 7'-0" 3'-0" . 2'-0" 11'-10" 2'-6".7'-0 1/2".3'-8".6'-11 1/2" 2'-0".12'-3".11'-5 3/4" 2'-0".12'-3".11'-5 3/4" W2A W1C 17 006 D BATH TYPE 1B KITCHEN TYPE 3A BATH TYPE 2A BATH TYPE 1A KITCHEN TYPE 2C BATH TYPE 1A KITCHEN TYPE 3A KITCHEN TYPE 3A BATH TYPE 1A BATH TYPE 1A KITCHEN TYPE 3A BATH TYPE 1A BATH TYPE 2A KITCHEN TYPE 7A BATH TYPE 2.1B BATH TYPE 1A BATH TYPE 5B KITCHEN TYPE 2C W2A W2A W2A W2B W2A 2'-7 1/2".3'-4 1/2"1'-0".5'-6" W1D 2'-0" KITCHEN TYPE 7B 5'-6" . 6'-0" 2 A310 3 A303 2 A303 W14B W14 W11B W14 W11B W11B W14 W14 W11D W11D W11B W11D 1B T02 008 F T02 F008 T02 F008 T02 F008 3 A302 3 A311 W15 W11C W11C W11C W11C W11C W11C W11C W11C W11C W11C W11C W11C TELECOM 336 W11D W11C P12 P12 W11D W11C W11B 23B 23B 23B 23B 23B 23B 23B 23B EAST STAIR 1" 10'-4 3/4" 10'-9 3/8" 10'-2 3/4" 10'-1" 3 1/2" 28'-7".35'-3 5/8" 20'-11 5/8" . 24'-9 7/8" 42'-9 3/8"9'-5 1/2"42'-10 5/8" 20'-11 3/4" . 41'-1 3/4" 8'-0" 4'-7 1/2" . 5'-0 3/8" 20'-4 1/4"6'-0 1/4"2'-0 3/4" .11'-9 3/4".11'-9 1/4".11'-11".11'-7 1/4".4'-8 7/8" UNIT A1 302 UNIT A2 303 UNIT A3 304 UNIT A4 305 UNIT D1 306 UNIT D2 307 UNIT D3 308 UNIT B1 309 A510 9 1 HOUR RATED WALL ASSEMBLY ADJACENT TO PROPERTY LINE 1 HOUR RATED WALL ASSEMBLY ADJACENT TO PROPERTY LINE 1 HOUR RATED WALL ASSEMBLY ADJACENT TO PROPERTY LINE 1 1 1 SOUTH CORRIDOR 340 1 2'-4" W11B 1 5'-10 3/4" 4'-7 5/8" A510 9 Sim A510 9 Sim A510 9 Sim 2'-4 1/2" ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" 3RD FLOOR EAST ENLARGED PLAN A412 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT PLAN KEYNOTES P1STANDBY GENERATOR P2CONCRETE FILLED STEEL BOLLARD(S), SEE DETAIL X/A500 P3ACCESS VEHICLE CONTROL BARRIER GATE, LIFTMASTER MAT W/ 10FT ARM P4STORAGE LOCKERS P5TRASH COMPACTOR, MINI-MAC MODEL BY MARATHON 5A P6TRASH COMPACTOR TRASH BIN, MINI MAC MODEL BY MARATHON 5A P7FDC CONNECTION, SEE FIRE PROTECTION DWGS P8PATIO, CONCRETE PLINTH W/ PLANTERS & PRECAST CONCRETE BENCHES, SEE LANDSCAPE DRWGS P9WOOD SLAT FENCE P10PAINTED STEEL + GLASS CANOPY P11RECYCLING CHUTE WITH 15% PADDED OFFSET @ BOTTOM BY CHUTES INTERNATIONAL P12RECESSED FIRE EXTINGUISHER CABINET W/GLASS DOOR P13REAR DRAIN TOILET, Units 211-216 only P14CUSTOM MILLWORK RECESSED SHELF AT TYPE 5C BATHROOMS ONLY, SEE SHEET 5B/A602 P15FACTORY PAINTED ALUMINUM SUN SCREEN LOUVERS P16ROOF DECK DRAIN, SEE PLUMBING DRWGS P17PAINTED STEEL GUARDRAIL P18GENERATOR EXHAUST SHAFT, SEE MECH. DWGS P19MIN. 24" WIDE ALUM. OR GALV. STL. LADDER (U200 BY UPNOVR OR SIMILAR) P20SURFACE MOUNTED FIRE EXTINGUISHER CABINET W/ GLASS DOOR P21INTERIOR WINDOW, SEE WINDOW SCHEDULE P22ALL COLUMNS TO BE 3HR FIRE RATED SEE DETAILS ON SHEET A510 P23MANIFOLD/WATER METER WALL-MOUNTED 30"x30" PTD ACCESS PANEL, FRAMELESS, BOTTOM SILL MOUNTED AT 9" A.F.F. IN ALL BATHROOMS (BEHIND DOOR SWING), HALLWAYS (CENTERED ON WALL) AND CLOSET (AT CORNER) LOCATIONS. TYPICAL UNITS SHOWN AT 2ND FLOOR ENLARGED PLAN. ANY CONFLICTS TO BE COORDINATED WITH ARCHITECT. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 SD OS OS SD SD SD SD OS PS SD /1A411_R /1A413_R UBUB UB UV USUC UV US UB UB UHUH UH UK UK UK UE UHUH UKUK UE UHUHUB UC UV UB UB UBUB US UH UB UB UK UK UKUH UE UH UE UB UB UB UB UHUH UKUK UH US UV UBUC US UV UHUH UK UB UV UE US UV US UV UB UB UH UK UH UH US UV UK UV UP UP UPUP UHUH UK UBUH UV UE US UH UH UHUH UK UBUH UV UH UE US UH UH E2E2 E2E2 SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS UNIT A1 302 UNIT A2 303 UNIT A3 304 UNIT A4 305 UNIT D1 306 UNIT D2 307 UNIT B1 309 UNIT D3 308 TELECOM 336 EAST STAIR SOUTH CORRIDOR 340 REFER TO UNIT 206 FOR DIMENSIONS REFER TO UNIT 207 FOR DIMENSIONS REFER TO UNIT 208 FOR DIMENSIONS REFER TO UNIT 209 FOR DIMENSIONS REFER TO UNIT 202 FOR DIMENSIONS REFER TO UNIT 203 FOR DIMENSIONS REFER TO UNIT 204 FOR DIMENSIONS REFER TO UNIT 205 FOR DIMENSIONS 1. FOR OFFSETS OF SHAFT RISERS, PROVIDE CONTINUOUS 2HR RATED GWB ENCLOSURES ON ALL SIDES, FOR LOCATION SEE MECHANICAL DWGS. 2. ALL CONDUIT FOR CEILING MOUNTED FIXTURES OR DEVICES IN AREAS WITH EXPOSED CONCRETE CEILINGS SHALL BE CAST IN CONCRETE SLAB FOR CONCEALMENT. CONDUIT FOR FLOOR MOUNTED POWER, PHONE AND DATA RECEPTACLES SHALL BE CAST IN SLAB AS REQ'D. 3. PROVIDE CONTROL JOINTS IN SUSPENDED GYPSUM BOARD CEILING AS SHOWN AND/OR AS REQ'D BY CEILING CONSTRUCTION. LOCATIONS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. ALIGN WALL & CEILING CONTROL JOINTS WHERE POSSIBLE. 4. CONTRACTOR SHALL PROVIDE ACCESS PANELS IN SUSPENDED GYP BOARD CEILING AS SHOWN ON ARCH & MEP DRAWINGS AND/OR AS REQ'D TO SERVICE MEP/FP SYSTEMS & EQUIPMENT. LOCATIONS NOT SHOWN ON ARCH OR MEP DRAWINGS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. 5. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS, ETC. FOR ALL CEILING MOUNTED ACCESS PANELS, CEILING TRIM, LIGHT FIXTURES, WINDOW TREATMENTS & OTHER EQUIPMENT OR DEVICES AS REQ'D. 6. REFER TO ARCH. DRAWINGS FOR LIGHT FIXTURES LOCATIONS. 7. REFER TO MECH. DRAWINGS FOR LOCATION & SIZE OF HVAC DUCTS & DIFFUSERS. 8. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPE, SWITCHING & LAMPING. 9. REFER TO INTERIOR DRAWINGS FOR ADD'L CEILING FINISH INFORMATION 10. INSTALL ALL INSULATION PER MANUFACTURER'S INSTRUCTIONS. CONTRACTOR TO HAVE INSTRUCTIONS AVAILABLE FOR INSPECTION. 11. SPRINKLERS TO BE ORTHOGONALLY ALIGNED WITH AND EQUALLY SPACED BETWEEN OTHER BUILDING ELEMENTS (I.E. LIGHTS, DIFFUSERS, DOORWAYS, CEILINGS, BULKHEADS) AND EVENLY SPACED AND ALIGNED WITH EACH OTHER. CONFIRM ALL LOCATIONS W/ ARCHITECT PRIOR TO INSTALLATION. RECESSED LIGHT FIXTURE COVE LIGHT / ART WALL WASH (ACLC) -V.I.F. RECESSED STRIP LIGHT W/ LENS, FACING SIDE (CLC) -V.I.F. SURFACE MOUNT DOWNLIGHT WALL SCONCE SPEAKER -SEE AV DWGS FOR TYPES (FINISH TO MATCH ADJACENT CLG. OR WALL, U.N.O.) SPEAKER/STROBE -SEE ELEC. DWGS OCCUPANCY SENSOR SEE ELEC. DWGS PHOTO SENSOR -SEE ELEC. DWGS EXIT SIGN -SEE ELEC. DWGS SMOKE DETECTOR -SEE ELEC. DWGS CENTERLINE RETURN -SEE MECH. DWGS EXHAUST/SUPPLY -SEE MECH. DWGS PS OS SD RCP LEGEND RCP GRAPHIC KEY RCP GENERAL NOTES EXPOSED CONCRETE CEILING SLAB 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-4 1/2" AFF 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-0" AFF SURFACE MOUNT DOWNLIGHT, WET LOCATION PENDANT 1/2" GYPSUM BOARD CEILING, PTD. (U.N.O.); HT 7'-10" AFF ELEC. PANEL -SEE ELEC. DWGS TELECOM PANEL -SEE ELEC. DWGS INTERCOM -SEE ELEC. DWGS ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" 3RD FLOOR EAST ENLARGED RCP A412_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET ADJUSTED PER ARCH. BACKGROUND CHANGES. ACCESS PANELS, SMOKE DETECTORS, OCCUPANCY SENSORS ADDED FOR CLARIFICATION. 1 1 11 1 1 1111 1 ALL INTERCOM PANELS REMOVED. 1 OS SD SEE ID413_R UV US UH UH UH ALIGN /1A412 T01 007 A T01 007 A T01 007 A T01 007 A T01 007 A T01 007 A T01 007 A T01 007 A 05 002 E 01 001 A 11 004 A 06 001 A 13 005 B 11 004 A 06 001 A W2B W2A W2A W2B W1D W2A W2A W2A 06 001 A 07 003 C 16 006 D W2B W2A W1D W2A W2A W2B W2A 16 006 D 16 006 D 06 001 A 13 005 B 07 003 C W2A W1D W2B W2A W2A W2B 16 006 D 06 001 A 13 005 B 07 003 C W2A W1D W2B W2A W2A W2A W2B 16 006 D 06 001 A 13 005 B 07 003 C W2A W1D W2B W2A W2A W2A W2B 16 006 D 13 005 B 06 001 A W2A W2B W1D W2A W2B W2A 16 006 D 13 005 B 06 001 A W2A W2B W1D W2A W2B W2A 06 001 A 16 006 D 12 005 B 07 003 C W1D W2A W2B W2A W2A W2A W2B W2A W2A W2B 5'-6 1/8" 5'-6 1/8" 6'-6 1/8".5'-3 1/8".4'-0 1/2"6'-4" 2'-0" . 12'-10 1/2" . 9'-0" 4'-6 7/8" . 9'-11" . 9'-7 1/4" 4'-6".5'-6" 6'-0" 7'-0 7/8" 2'-0".10'-2".9'-11" 5'-2" . 5'-10 3/4" . 2'-10" 10'-5 3/4" 2'-7" 6'-0 5/8".4'-4 3/4".2'-0" 5'-6".1'-0"3'-4 1/2"3'-0 1/8" 2'-0".4'-0 3/4".6'-0" 2'-8 1/4".3'-4 5/8"1'-0".5'-6" 9'-11" . 10'-2" . 2'-0" 2'-7".2'-10"3'-10 1/2"4'-6 3/4"5'-5 1/4"5'-2 1/4" 2'-0".4'-0 3/4".6'-0" 2'-8 1/4".3'-4 5/8"1'-0".5'-6" 9'-11" . 10'-2" . 2'-0" 2'-7".2'-10"3'-10 1/2"4'-6 3/4"5'-5 1/4"5'-2 1/4" 2'-0".4'-0 3/4".6'-0" 2'-8 1/4".3'-4 5/8"1'-0".5'-6" 9'-11" . 10'-2" . 2'-0" 2'-7".2'-10"3'-10 1/2"4'-6 3/4"5'-5 1/4"5'-2 1/4" 6'-0".4'-0 5/8".2'-0" 2'-0".10'-2".9'-11" 5'-6".1'-0"3'-4 5/8"3'-0 3/4" 5'-3" . 4'-6 3/4" 5'-5 1/4" 2'-10" 6'-9 7/8" 2'-7" 07 003 C 6'-0".4'-0 5/8".2'-0" 2'-0".10'-2".9'-11" 5'-6".1'-0"3'-4 5/8"3'-0 3/4" 5'-3" . 4'-6 3/4" 5'-5 1/4" 2'-10" 6'-9 7/8" 2'-7" 07 003 C 2'-0".9'-5".9'-11" 5'-6".1'-0"3'-4 1/2"3'-0 3/4" 6'-0".4'-0 5/8".2'-0" 5'-2" . 3'-3 1/8" 5'-5 1/4" 2'-10" 6'-9 7/8" 2'-7" W2A KITCHEN TYPE 4A BATH TYPE 2B BATH TYPE 1C KITCHEN TYPE 3A BATH TYPE 1A KITCHEN TYPE 3A BATH TYPE 1A KITCHEN TYPE 3A BATH TYPE 1A KITCHEN TYPE 3A BATH TYPE 1A KITCHEN TYPE 3A BATH TYPE 1A KITCHEN TYPE 3A BATH TYPE 1A BATH TYPE 1A KITCHEN TYPE 3A W2B W2A 5 A303 2 A304 3 A304 4 A304 7 A304 3 A305 6 A304 W14 1B W14 W14 W14 W14 W14 T04 010 A 1B W1B W11C W11C W11C W11C W11C W11C W11C W11C W11C W11C W11C W11C W11C W11C W11C W11C W11C W11C W11C W11C W11C W11D T03 009 G P12 P12 P10 W11C W11C W11D W11D W11D 23B 23B 23B 23B 1 1/8" 0" 4'-7 1/2" . 39'-0 1/2" .11'-9 1/4".11'-9 5/8".11'-9 1/4".11'-9 5/8".11'-9 1/4".11'-9 5/8".11'-7 3/4".12'-7 1/2".10'-4 1/2" 7'-7"4'-0 3/4"93'-0 1/2"5'-0 3/8" 1'-4 5/8" UNIT D4 310 UNIT A5 311 UNIT A6 312 UNIT A7 313 UNIT A6 314 UNIT A7 315 UNIT A6 316 UNIT A8 317 SOUTH CORRIDOR 340 W11C W11C W11C 8'-5" ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" 3RD FLOOR SOUTH ENLARGED PLAN A413 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT PLAN KEYNOTES P1STANDBY GENERATOR P2CONCRETE FILLED STEEL BOLLARD(S), SEE DETAIL X/A500 P3ACCESS VEHICLE CONTROL BARRIER GATE, LIFTMASTER MAT W/ 10FT ARM P4STORAGE LOCKERS P5TRASH COMPACTOR, MINI-MAC MODEL BY MARATHON 5A P6TRASH COMPACTOR TRASH BIN, MINI MAC MODEL BY MARATHON 5A P7FDC CONNECTION, SEE FIRE PROTECTION DWGS P8PATIO, CONCRETE PLINTH W/ PLANTERS & PRECAST CONCRETE BENCHES, SEE LANDSCAPE DRWGS P9WOOD SLAT FENCE P10PAINTED STEEL + GLASS CANOPY P11RECYCLING CHUTE WITH 15% PADDED OFFSET @ BOTTOM BY CHUTES INTERNATIONAL P12RECESSED FIRE EXTINGUISHER CABINET W/GLASS DOOR P13REAR DRAIN TOILET, Units 211-216 only P14CUSTOM MILLWORK RECESSED SHELF AT TYPE 5C BATHROOMS ONLY, SEE SHEET 5B/A602 P15FACTORY PAINTED ALUMINUM SUN SCREEN LOUVERS P16ROOF DECK DRAIN, SEE PLUMBING DRWGS P17PAINTED STEEL GUARDRAIL P18GENERATOR EXHAUST SHAFT, SEE MECH. DWGS P19MIN. 24" WIDE ALUM. OR GALV. STL. LADDER (U200 BY UPNOVR OR SIMILAR) P20SURFACE MOUNTED FIRE EXTINGUISHER CABINET W/ GLASS DOOR P21INTERIOR WINDOW, SEE WINDOW SCHEDULE P22ALL COLUMNS TO BE 3HR FIRE RATED SEE DETAILS ON SHEET A510 P23MANIFOLD/WATER METER WALL-MOUNTED 30"x30" PTD ACCESS PANEL, FRAMELESS, BOTTOM SILL MOUNTED AT 9" A.F.F. IN ALL BATHROOMS (BEHIND DOOR SWING), HALLWAYS (CENTERED ON WALL) AND CLOSET (AT CORNER) LOCATIONS. TYPICAL UNITS SHOWN AT 2ND FLOOR ENLARGED PLAN. ANY CONFLICTS TO BE COORDINATED WITH ARCHITECT. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 OSSD OS SD SD SD OS OS PS SD /1A414_R /1A412_R /1A414_R UH UHUB UK UHUH US UE UV UK UH UH US UV UE UH UH UB UBUH UH UE US UV UHUH UK UE UH US UBUH UK UH UH UHUH UH UV UH UH UH UHUB UK UHUH US UE UV UH UHUB UK UHUH US UE UV UH UB UB UB UB UC UK UHUH UC US UE UH US UV UV UH UK UBUH UH UE US UV UHUH UKUH UH SEE ID415_R UNIT A8 317 UNIT A6 316 UNIT A7 315 UNIT A6 314 UNIT A7 313 UNIT A6 312 UNIT A5 311 UNIT D4 310 SOUTH CORRIDOR 340 REFER TO UNIT 217 FOR DIMENSIONS REFER TO UNIT 216 FOR DIMENSIONS REFER TO UNIT 215 FOR DIMENSIONS REFER TO UNIT 214 FOR DIMENSIONS REFER TO UNIT 213 FOR DIMENSIONS REFER TO UNIT 212 FOR DIMENSIONS REFER TO UNIT 211 FOR DIMENSIONS REFER TO UNIT 210 FOR DIMENSIONS 1. FOR OFFSETS OF SHAFT RISERS, PROVIDE CONTINUOUS 2HR RATED GWB ENCLOSURES ON ALL SIDES, FOR LOCATION SEE MECHANICAL DWGS. 2. ALL CONDUIT FOR CEILING MOUNTED FIXTURES OR DEVICES IN AREAS WITH EXPOSED CONCRETE CEILINGS SHALL BE CAST IN CONCRETE SLAB FOR CONCEALMENT. CONDUIT FOR FLOOR MOUNTED POWER, PHONE AND DATA RECEPTACLES SHALL BE CAST IN SLAB AS REQ'D. 3. PROVIDE CONTROL JOINTS IN SUSPENDED GYPSUM BOARD CEILING AS SHOWN AND/OR AS REQ'D BY CEILING CONSTRUCTION. LOCATIONS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. ALIGN WALL & CEILING CONTROL JOINTS WHERE POSSIBLE. 4. CONTRACTOR SHALL PROVIDE ACCESS PANELS IN SUSPENDED GYP BOARD CEILING AS SHOWN ON ARCH & MEP DRAWINGS AND/OR AS REQ'D TO SERVICE MEP/FP SYSTEMS & EQUIPMENT. LOCATIONS NOT SHOWN ON ARCH OR MEP DRAWINGS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. 5. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS, ETC. FOR ALL CEILING MOUNTED ACCESS PANELS, CEILING TRIM, LIGHT FIXTURES, WINDOW TREATMENTS & OTHER EQUIPMENT OR DEVICES AS REQ'D. 6. REFER TO ARCH. DRAWINGS FOR LIGHT FIXTURES LOCATIONS. 7. REFER TO MECH. DRAWINGS FOR LOCATION & SIZE OF HVAC DUCTS & DIFFUSERS. 8. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPE, SWITCHING & LAMPING. 9. REFER TO INTERIOR DRAWINGS FOR ADD'L CEILING FINISH INFORMATION 10. INSTALL ALL INSULATION PER MANUFACTURER'S INSTRUCTIONS. CONTRACTOR TO HAVE INSTRUCTIONS AVAILABLE FOR INSPECTION. 11. SPRINKLERS TO BE ORTHOGONALLY ALIGNED WITH AND EQUALLY SPACED BETWEEN OTHER BUILDING ELEMENTS (I.E. LIGHTS, DIFFUSERS, DOORWAYS, CEILINGS, BULKHEADS) AND EVENLY SPACED AND ALIGNED WITH EACH OTHER. CONFIRM ALL LOCATIONS W/ ARCHITECT PRIOR TO INSTALLATION. RECESSED LIGHT FIXTURE COVE LIGHT / ART WALL WASH (ACLC) -V.I.F. RECESSED STRIP LIGHT W/ LENS, FACING SIDE (CLC) -V.I.F. SURFACE MOUNT DOWNLIGHT WALL SCONCE SPEAKER -SEE AV DWGS FOR TYPES (FINISH TO MATCH ADJACENT CLG. OR WALL, U.N.O.) SPEAKER/STROBE -SEE ELEC. DWGS OCCUPANCY SENSOR SEE ELEC. DWGS PHOTO SENSOR -SEE ELEC. DWGS EXIT SIGN -SEE ELEC. DWGS SMOKE DETECTOR -SEE ELEC. DWGS CENTERLINE RETURN -SEE MECH. DWGS EXHAUST/SUPPLY -SEE MECH. DWGS PS OS SD RCP LEGEND RCP GRAPHIC KEY RCP GENERAL NOTES EXPOSED CONCRETE CEILING SLAB 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-4 1/2" AFF 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-0" AFF SURFACE MOUNT DOWNLIGHT, WET LOCATION PENDANT 1/2" GYPSUM BOARD CEILING, PTD. (U.N.O.); HT 7'-10" AFF ELEC. PANEL -SEE ELEC. DWGS TELECOM PANEL -SEE ELEC. DWGS INTERCOM -SEE ELEC. DWGS ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" 3RD FLOOR SOUTH ENLARGED RCP A413_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET ADJUSTED PER ARCH. BACKGROUND CHANGES. ACCESS PANELS, SMOKE DETECTORS, OCCUPANCY SENSORS ADDED FOR CLARIFICATION. 1 1 11111111 1 ALL INTERCOM PANELS REMOVED. 1 ALIGN ALIGN ALIGN /1A411 T01 007 A T01 007 A T01 007 A T01 007 A T01 007 A T01 007 A T01 007 A T01 007 A 06 001 A 01 001 A 17 006 D 13 005 B 01 001 A 11 004 A 06 001 A 06 001 A 13 005 B 16 006 D 07 003 C W1D W2B W2B W2A W2B W2A W2A W2A W2A W2A W2A W2A 06 001 A 10 003 A 06 001 A 11 004 A 03 002 E 06 001 A 11 004 A 09 003 A 01 001 A 07 003 C W2A W2A W2A W2B W2A W2B W2A W2A W2A W1D W1D W2B W2B W2A W2A W2B W2A 2'-0".9'-5".9'-11" 3'-0".6'-2 1/8".9'-0".4'-9 1/4" 3'-2 1/2" . 10'-2 5/8" 2'-7 1/2" . 6'-11 1/2" 2'-0".11'-9 1/4" 5'-6"3'-1".2'-9 3/4" 3'-0" 3'-0".5'-6" .2'-0".5'-6".3'-0".8'-11 1/2" 4'-6 1/2".7'-11" 9'-0" 7'-2".4'-10". 9'-0".2'-0".6'-4 1/2" 2'-9".3'-1"6'-0" 4'-8" 3'-1" 9'-11".9'-4".2'-0" 6'-0".4'-0 5/8".2'-0" 5'-6".1'-0"3'-4 1/4".2'-8 1/4" 2'-7" . 2'-10" 3'-10 1/2" 4'-6 7/8" 5'-5 3/8" 5'-2 1/8" 07 003 C 3'-1" 01 001 A 09 003 A 17 006 D 06 001 A 07 003 C 06 001 A 01 001 A 11 004 A W2B W2A W2B W2A W2A W2B W2A W1D W2A W1D W2A W2A 5'-4".6'-0" 10'-0 1/2" . 9'-11" . 3'-0" 2'-6".7'-2 1/2".5'-3 1/2".6'-4" 9'-9".2'-0".3'-8".6'-0" 3'-0" 7'-2".4'-10".3'-0" 16 006 D 07 003 C 13 005 B 06 001 A W2A W2B W2A W2A W2A W2B W2A W1D 2'-0".4'-0 1/8".6'-0" 2'-0" . 9'-6" . 9'-11" 3'-1 3/8"3'-4 3/8"1'-0".5'-6" 5'-2 7/8".4'-6 7/8"5'-5 3/8"2'-10"6'-10"2'-7" 16 006 D 07 003 C 13 005 B 06 001 A W2A W2B W2A W2A W2A W2B W2A W1D 2'-0".4'-0 5/8".6'-0" 2'-0" . 9'-6" . 9'-11" 3'-0 3/4"3'-4 3/4"1'-0".5'-6" 5'-2 7/8".4'-6 7/8"5'-5 3/8"2'-10"6'-10"2'-7" 16 006 D 06 001 A 13 005 B 07 003 C W1D W2B W2A W2A W2A W2B W2A 9'-11".9'-6".2'-0" 6'-0".4'-1 1/4".2'-0" 5'-6".1'-0"3'-4 7/8".2'-8 1/4" 2'-7" . 2'-10" 3'-10 1/2" 4'-6 7/8" 5'-5 1/4" 5'-2 1/8" 06 001 A 07 003 C 09 003 A 14 005 B 06 001 A 05 002 E W2B W2A W2A W2A W2B W2A W2B W2A 6'-9".3'-1".5'-2 3/8".2'-11 7/8" 13'-2 3/4".2'-0".3'-2" 9'-5 5/8".7'-0" 3'-0" . 3'-5 1/2" . 2'-6 1/8" 7'-2 1/2" W1D W1D BATH TYPE 2B BATH TYPE 3A KITCHEN TYPE 2C BATH TYPE 5A BATH TYPE 2B KITCHEN TYPE 2B BATH TYPE 6A KITCHEN TYPE 7C BATH TYPE 1A BATH TYPE 4A BATH TYPE 1A KITCHEN TYPE 3A BATH TYPE 1A KITCHEN TYPE 3A KITCHEN TYPE 3A BATH TYPE 1A BATH TYPE 1A KITCHEN TYPE 3A W2A W2A W2A 13 005 B KITCHEN TYPE 2A 2 A307 3 A307 W14 W14 W14 W14 W14 W14 W11D W11D W11D W11D W14 W14 4 A306 4 A305 3 A306 W11C W11C W11C W11C W11C W11C W11C W11C W11C W11C W11C W11C W17 W17 W17 W11D W11C W11D W11C P12 23B 23B 23B 23B 2'-2 5/8" 10'-3 3/4" 1'-4 1/8" 1'-1 1/8" 9'-2 1/4" 5'-5 1/4" 29'-7 1/2".18'-6 3/4".24'-0 7/8". 49'-3 7/8" 38'-9 7/8" . 4'-7" . 28'-1 1/8" 30'-4 1/4".35'-10 5/8" 23'-11 1/4".11'-9 1/4".11'-9".11'-9 7/8".11'-9 1/2". UNIT D5 318 UNIT B2 319 UNIT D7 321 UNIT A13 322 UNIT A14 323 UNIT A13 324 UNIT A14 325 UNIT D6 320 5 A100.1 1 HOUR RATED WALL ASSEMBLY ADJACENT TO PROPERTY LINE 1 HOUR RATED WALL ASSEMBLY ADJACENT TO PROPERTY LINE 1 1 1 1 P23 12'-11" ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" 3RD FLOOR WEST ENLARGED PLAN A414 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT PLAN KEYNOTES P1STANDBY GENERATOR P2CONCRETE FILLED STEEL BOLLARD(S), SEE DETAIL X/A500 P3ACCESS VEHICLE CONTROL BARRIER GATE, LIFTMASTER MAT W/ 10FT ARM P4STORAGE LOCKERS P5TRASH COMPACTOR, MINI-MAC MODEL BY MARATHON 5A P6TRASH COMPACTOR TRASH BIN, MINI MAC MODEL BY MARATHON 5A P7FDC CONNECTION, SEE FIRE PROTECTION DWGS P8PATIO, CONCRETE PLINTH W/ PLANTERS & PRECAST CONCRETE BENCHES, SEE LANDSCAPE DRWGS P9WOOD SLAT FENCE P10PAINTED STEEL + GLASS CANOPY P11RECYCLING CHUTE WITH 15% PADDED OFFSET @ BOTTOM BY CHUTES INTERNATIONAL P12RECESSED FIRE EXTINGUISHER CABINET W/GLASS DOOR P13REAR DRAIN TOILET, Units 211-216 only P14CUSTOM MILLWORK RECESSED SHELF AT TYPE 5C BATHROOMS ONLY, SEE SHEET 5B/A602 P15FACTORY PAINTED ALUMINUM SUN SCREEN LOUVERS P16ROOF DECK DRAIN, SEE PLUMBING DRWGS P17PAINTED STEEL GUARDRAIL P18GENERATOR EXHAUST SHAFT, SEE MECH. DWGS P19MIN. 24" WIDE ALUM. OR GALV. STL. LADDER (U200 BY UPNOVR OR SIMILAR) P20SURFACE MOUNTED FIRE EXTINGUISHER CABINET W/ GLASS DOOR P21INTERIOR WINDOW, SEE WINDOW SCHEDULE P22ALL COLUMNS TO BE 3HR FIRE RATED SEE DETAILS ON SHEET A510 P23MANIFOLD/WATER METER WALL-MOUNTED 30"x30" PTD ACCESS PANEL, FRAMELESS, BOTTOM SILL MOUNTED AT 9" A.F.F. IN ALL BATHROOMS (BEHIND DOOR SWING), HALLWAYS (CENTERED ON WALL) AND CLOSET (AT CORNER) LOCATIONS. TYPICAL UNITS SHOWN AT 2ND FLOOR ENLARGED PLAN. ANY CONFLICTS TO BE COORDINATED WITH ARCHITECT. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 SDSD OS OS PS SD /1A411_R EQ EQ EQ EQ EQ EQ UH UK UK UK UH US UBUB UH UH UE UV UHUK UK UBUB UC US UE UV US UV UHUH UK UH UB UB UH UK UK UK UH UV US UE UBUB UBUB US UC UC UV EQ EQ EQ EQ US UV UB UK UH UH UE UHUH US UV UK UH UH UB UH UH UE US UV UB UK UH UH UE UHUH UHUH UH US UV UK UH UH UB UH UH UE UH EQEQ EQEQEQEQ UV UH UK UBUB UBUB UV US UH UK UE UV UH UH UP UP EQEQ EQ EQ EQEQ UC US EQEQ SEE ID417_R UNIT A14 323 UNIT A13 324 UNIT A14 325 UNIT B2 319 UNIT D5 318 UNIT D6 320 UNIT D7 321 SOUTH CORRIDOR 340 UNIT A13 322 REFER TO UNIT 324 FOR DIMENSIONS REFER TO UNIT 323 FOR DIMENSIONS REFER TO UNIT 221 FOR DIMENSIONS REFER TO UNIT 220 FOR DIMENSIONS REFER TO UNIT 219 FOR DIMENSIONS REFER TO UNIT 218 FOR DIMENSIONS 1. FOR OFFSETS OF SHAFT RISERS, PROVIDE CONTINUOUS 2HR RATED GWB ENCLOSURES ON ALL SIDES, FOR LOCATION SEE MECHANICAL DWGS. 2. ALL CONDUIT FOR CEILING MOUNTED FIXTURES OR DEVICES IN AREAS WITH EXPOSED CONCRETE CEILINGS SHALL BE CAST IN CONCRETE SLAB FOR CONCEALMENT. CONDUIT FOR FLOOR MOUNTED POWER, PHONE AND DATA RECEPTACLES SHALL BE CAST IN SLAB AS REQ'D. 3. PROVIDE CONTROL JOINTS IN SUSPENDED GYPSUM BOARD CEILING AS SHOWN AND/OR AS REQ'D BY CEILING CONSTRUCTION. LOCATIONS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. ALIGN WALL & CEILING CONTROL JOINTS WHERE POSSIBLE. 4. CONTRACTOR SHALL PROVIDE ACCESS PANELS IN SUSPENDED GYP BOARD CEILING AS SHOWN ON ARCH & MEP DRAWINGS AND/OR AS REQ'D TO SERVICE MEP/FP SYSTEMS & EQUIPMENT. LOCATIONS NOT SHOWN ON ARCH OR MEP DRAWINGS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. 5. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS, ETC. FOR ALL CEILING MOUNTED ACCESS PANELS, CEILING TRIM, LIGHT FIXTURES, WINDOW TREATMENTS & OTHER EQUIPMENT OR DEVICES AS REQ'D. 6. REFER TO ARCH. DRAWINGS FOR LIGHT FIXTURES LOCATIONS. 7. REFER TO MECH. DRAWINGS FOR LOCATION & SIZE OF HVAC DUCTS & DIFFUSERS. 8. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPE, SWITCHING & LAMPING. 9. REFER TO INTERIOR DRAWINGS FOR ADD'L CEILING FINISH INFORMATION 10. INSTALL ALL INSULATION PER MANUFACTURER'S INSTRUCTIONS. CONTRACTOR TO HAVE INSTRUCTIONS AVAILABLE FOR INSPECTION. 11. SPRINKLERS TO BE ORTHOGONALLY ALIGNED WITH AND EQUALLY SPACED BETWEEN OTHER BUILDING ELEMENTS (I.E. LIGHTS, DIFFUSERS, DOORWAYS, CEILINGS, BULKHEADS) AND EVENLY SPACED AND ALIGNED WITH EACH OTHER. CONFIRM ALL LOCATIONS W/ ARCHITECT PRIOR TO INSTALLATION. RECESSED LIGHT FIXTURE COVE LIGHT / ART WALL WASH (ACLC) -V.I.F. RECESSED STRIP LIGHT W/ LENS, FACING SIDE (CLC) -V.I.F. SURFACE MOUNT DOWNLIGHT WALL SCONCE SPEAKER -SEE AV DWGS FOR TYPES (FINISH TO MATCH ADJACENT CLG. OR WALL, U.N.O.) SPEAKER/STROBE -SEE ELEC. DWGS OCCUPANCY SENSOR SEE ELEC. DWGS PHOTO SENSOR -SEE ELEC. DWGS EXIT SIGN -SEE ELEC. DWGS SMOKE DETECTOR -SEE ELEC. DWGS CENTERLINE RETURN -SEE MECH. DWGS EXHAUST/SUPPLY -SEE MECH. DWGS PS OS SD RCP LEGEND RCP GRAPHIC KEY RCP GENERAL NOTES EXPOSED CONCRETE CEILING SLAB 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-4 1/2" AFF 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-0" AFF SURFACE MOUNT DOWNLIGHT, WET LOCATION PENDANT 1/2" GYPSUM BOARD CEILING, PTD. (U.N.O.); HT 7'-10" AFF ELEC. PANEL -SEE ELEC. DWGS TELECOM PANEL -SEE ELEC. DWGS INTERCOM -SEE ELEC. DWGS ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" 3RD FLOOR WEST ENLARGED RCP A414_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET ADJUSTED PER ARCH. BACKGROUND CHANGES. ACCESS PANELS, SMOKE DETECTORS, OCCUPANCY SENSORS ADDED FOR CLARIFICATION. 1 1 1 1 1 1 1 1 1 ALL INTERCOM PANELS REMOVED. 1 ALIGN ALIGN ALIGN /1A411 T01 007 A T01 007 A T01 007 A T01 007 A T01 007 A 12 A428 13 A428 10 003 A 06 001 A 10 003 A W2A W16 W16 W1D W2A W2A 1B 9'-7 3/4" 6'-0".2'-0" .3'-7 1/4".3'-4" 06 001 A 07 003 C 10 003 A 01 001 A 11 004 A W2A W2A W2B W1D W2A W2A 8'-11 3/8" . 3'-0" 6'-6" . 3'-0" 3'-7 1/2".3'-0" 7'-0" 5'-6 1/2" 2'-0".3'-0" 10 003 A 08 003 A 01 001 A 07 003 C 06 001 A 09 003 A 01 001 A 09 003 A 06 001 A 06 001 A 15 006 D W1D W2A W2A W2A W2A W2B W2A W2A W2A W2A W2AW1D W2A 2'-4" . 3'-4 1/2" . 5'-6 1/2" 2'-0".5'-7 1/4" 9'-0" . 5'-2 5/8" . 2'-4" . 9'-1 1/2" . 3'-0" . 9'-11" 1'-2 1/2". 2'-1 1/2" . 3'-5" . 3'-7 1/2" 2'-0".6'-0" 5'-0 1/4".3'-0" W16 11 004 A 07 003 C 01 001 A 13 005 B 06 001 A 17 006 D 01 001 A 06 001 A W2A W2A W2A W1D W2A W2A W2A W1D 11'-0" . 9'-11" . 3'-0" 2'-0".3'-8".6'-0" 3'-0" 3'-11 1/4".6'-0" 11 004 A 06 001 A 01 001 A 10 003 A 14 005 B 06 001 A 01 001 A 06 001 A 11 004 A 07 003 C W2A W2A W1D W2A W2A W2A W2A 1B 5'-8 3/4".3'-1"8'-0".2'-0".5'-4 1/2".3'-0".9'-9 5/8".4'-5" 5'-6". 3'-1 1/2".2'-0" 7'-0" 3'-8 1/2".1'-0" 6'-6 1/2" 11'-3 5/8" BATH TYPE 5B KITCHEN TYPE 2C BATH TYPE 5B BATH TYPE 1A KITCHEN TYPE 7D BATH TYPE 2C BATH TYPE 1A BATH TYPE 4B BATH TYPE 2D KITCHEN TYPE 5A BATH TYPE 5C BATH TYPE 1E 5'-11 1/2" . 4'-8" . 7'-0" . 5'-8 7/8" 11 004 A 01 001 A 06 001 A 06 001 A 07 003 C 01 001 A 17 006 D 10 003 A W2A W2A W2A W1D W2A W2A W2A W2A W1D 2'-0"...3'-0".9'-11".11'-10 1/2" 6'-0".4'-11 1/2" 6'-0".3'-8".2'-0" 3'-0" 4'-5 3/8".8'-4 1/2".4'-8".6'-10" KITCHEN TYPE 8A BATH TYPE 1A 1'-1 5/8"7'-10" KITCHEN TYPE 2C BATH TYPE 4.1A 2 A308 4 A308 3 A309 W11B W11B W16 W11D W11D W11D W14B W11D W11D T04 010 A T02 008 F T02 F008 5 A308 W11B W14 T02 F008 P12 23B 23B NORTH STAIR 10'-0" 10'-0" .28'-4 1/8".40'-7 5/8".38'-7" 21'-9 1/8".21'-6 7/8" 49'-11 1/8" 8'-2 1/2" 10'-1 1/8" 3'-1 1/2" 43'-1 3/8" . 46'-7 7/8" 9'-4 1/2" 19'-9 1/4".4'-7 5/8".18'-3 1/4" P14 UNIT B3 326 UNIT D8 327 UNIT D9 328 UNIT D10 329 UNIT D11 330 1 HOUR RATED WALL ASSEMBLY ADJACENT TO PROPERTY LINE 1 1 W11B W14 W11C W11C 10'-0" A510 3 Sim A510 3 Sim A510 3 Sim A510 3 Sim A510 3 Sim A510 2 Sim A510 2 Sim A510 9 Sim 9 A428 21'-5 1/8" ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" 3RD FLOOR NORTH ENLARGED PLAN A415 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT PLAN KEYNOTES P1STANDBY GENERATOR P2CONCRETE FILLED STEEL BOLLARD(S), SEE DETAIL X/A500 P3ACCESS VEHICLE CONTROL BARRIER GATE, LIFTMASTER MAT W/ 10FT ARM P4STORAGE LOCKERS P5TRASH COMPACTOR, MINI-MAC MODEL BY MARATHON 5A P6TRASH COMPACTOR TRASH BIN, MINI MAC MODEL BY MARATHON 5A P7FDC CONNECTION, SEE FIRE PROTECTION DWGS P8PATIO, CONCRETE PLINTH W/ PLANTERS & PRECAST CONCRETE BENCHES, SEE LANDSCAPE DRWGS P9WOOD SLAT FENCE P10PAINTED STEEL + GLASS CANOPY P11RECYCLING CHUTE WITH 15% PADDED OFFSET @ BOTTOM BY CHUTES INTERNATIONAL P12RECESSED FIRE EXTINGUISHER CABINET W/GLASS DOOR P13REAR DRAIN TOILET, Units 211-216 only P14CUSTOM MILLWORK RECESSED SHELF AT TYPE 5C BATHROOMS ONLY, SEE SHEET 5B/A602 P15FACTORY PAINTED ALUMINUM SUN SCREEN LOUVERS P16ROOF DECK DRAIN, SEE PLUMBING DRWGS P17PAINTED STEEL GUARDRAIL P18GENERATOR EXHAUST SHAFT, SEE MECH. DWGS P19MIN. 24" WIDE ALUM. OR GALV. STL. LADDER (U200 BY UPNOVR OR SIMILAR) P20SURFACE MOUNTED FIRE EXTINGUISHER CABINET W/ GLASS DOOR P21INTERIOR WINDOW, SEE WINDOW SCHEDULE P22ALL COLUMNS TO BE 3HR FIRE RATED SEE DETAILS ON SHEET A510 P23MANIFOLD/WATER METER WALL-MOUNTED 30"x30" PTD ACCESS PANEL, FRAMELESS, BOTTOM SILL MOUNTED AT 9" A.F.F. IN ALL BATHROOMS (BEHIND DOOR SWING), HALLWAYS (CENTERED ON WALL) AND CLOSET (AT CORNER) LOCATIONS. TYPICAL UNITS SHOWN AT 2ND FLOOR ENLARGED PLAN. ANY CONFLICTS TO BE COORDINATED WITH ARCHITECT. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 OS SD SD SD OS PS SD /1A411_R UB UB UC UV US UV UKUKUK UE UB UB US UV UB UB US UB UB UB UB UC US UC UH UE UH UB UB UB UB US US UC UK UK UE UV UH UH UH UH UV UV UB UB UHUH UKUK UC UEUK UP UP UK UK UHUHUH UH UH UK UV UV UH UK US UV UB UB UH UK US UV UE UB UB UP UP SEE ID419_R E2 E2 E2 E2 SEE ELEC. & MECH. DWGS UNIT B3 326 UNIT D9 328 UNIT D8 327 UNIT D11 330 UNIT D10 329 NORTH STAIR NORTH CORRIDOR 339 UNIT D12 331 REFER TO UNIT 229 FOR DIMENSIONS REFER TO UNIT 230 FOR DIMENSIONS REFER TO UNIT 231 FOR DIMENSIONS REFER TO UNIT 226 FOR DIMENSIONS REFER TO UNIT 228 FOR DIMENSIONS REFER TO UNIT 227 FOR DIMENSIONS 1. FOR OFFSETS OF SHAFT RISERS, PROVIDE CONTINUOUS 2HR RATED GWB ENCLOSURES ON ALL SIDES, FOR LOCATION SEE MECHANICAL DWGS. 2. ALL CONDUIT FOR CEILING MOUNTED FIXTURES OR DEVICES IN AREAS WITH EXPOSED CONCRETE CEILINGS SHALL BE CAST IN CONCRETE SLAB FOR CONCEALMENT. CONDUIT FOR FLOOR MOUNTED POWER, PHONE AND DATA RECEPTACLES SHALL BE CAST IN SLAB AS REQ'D. 3. PROVIDE CONTROL JOINTS IN SUSPENDED GYPSUM BOARD CEILING AS SHOWN AND/OR AS REQ'D BY CEILING CONSTRUCTION. LOCATIONS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. ALIGN WALL & CEILING CONTROL JOINTS WHERE POSSIBLE. 4. CONTRACTOR SHALL PROVIDE ACCESS PANELS IN SUSPENDED GYP BOARD CEILING AS SHOWN ON ARCH & MEP DRAWINGS AND/OR AS REQ'D TO SERVICE MEP/FP SYSTEMS & EQUIPMENT. LOCATIONS NOT SHOWN ON ARCH OR MEP DRAWINGS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. 5. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS, ETC. FOR ALL CEILING MOUNTED ACCESS PANELS, CEILING TRIM, LIGHT FIXTURES, WINDOW TREATMENTS & OTHER EQUIPMENT OR DEVICES AS REQ'D. 6. REFER TO ARCH. DRAWINGS FOR LIGHT FIXTURES LOCATIONS. 7. REFER TO MECH. DRAWINGS FOR LOCATION & SIZE OF HVAC DUCTS & DIFFUSERS. 8. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPE, SWITCHING & LAMPING. 9. REFER TO INTERIOR DRAWINGS FOR ADD'L CEILING FINISH INFORMATION 10. INSTALL ALL INSULATION PER MANUFACTURER'S INSTRUCTIONS. CONTRACTOR TO HAVE INSTRUCTIONS AVAILABLE FOR INSPECTION. 11. SPRINKLERS TO BE ORTHOGONALLY ALIGNED WITH AND EQUALLY SPACED BETWEEN OTHER BUILDING ELEMENTS (I.E. LIGHTS, DIFFUSERS, DOORWAYS, CEILINGS, BULKHEADS) AND EVENLY SPACED AND ALIGNED WITH EACH OTHER. CONFIRM ALL LOCATIONS W/ ARCHITECT PRIOR TO INSTALLATION. RECESSED LIGHT FIXTURE COVE LIGHT / ART WALL WASH (ACLC) -V.I.F. RECESSED STRIP LIGHT W/ LENS, FACING SIDE (CLC) -V.I.F. SURFACE MOUNT DOWNLIGHT WALL SCONCE SPEAKER -SEE AV DWGS FOR TYPES (FINISH TO MATCH ADJACENT CLG. OR WALL, U.N.O.) SPEAKER/STROBE -SEE ELEC. DWGS OCCUPANCY SENSOR SEE ELEC. DWGS PHOTO SENSOR -SEE ELEC. DWGS EXIT SIGN -SEE ELEC. DWGS SMOKE DETECTOR -SEE ELEC. DWGS CENTERLINE RETURN -SEE MECH. DWGS EXHAUST/SUPPLY -SEE MECH. DWGS PS OS SD RCP LEGEND RCP GRAPHIC KEY RCP GENERAL NOTES EXPOSED CONCRETE CEILING SLAB 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-4 1/2" AFF 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-0" AFF SURFACE MOUNT DOWNLIGHT, WET LOCATION PENDANT 1/2" GYPSUM BOARD CEILING, PTD. (U.N.O.); HT 7'-10" AFF ELEC. PANEL -SEE ELEC. DWGS TELECOM PANEL -SEE ELEC. DWGS INTERCOM -SEE ELEC. DWGS ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" 3RD FLOOR NORTH ENLARGED RCP A415_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET ADJUSTED PER ARCH. BACKGROUND CHANGES. ACCESS PANELS, SMOKE DETECTORS, OCCUPANCY SENSORS ADDED FOR CLARIFICATION. 1 1 1 1 1 1 1 1 1 ALL INTERCOM PANELS REMOVED. 1 UV US US UV ALIGN ALIGN ALIGN ALIGN ALIGN 8 A427 7 A427 /1A418 /1A417 /1A420 /1A419 /1A418 /1A419 6 A427 T01 007 A T01 007 A T01 007 A T01 007 A T01 007 A T01 007 A T05 011 A 9 A427 12 A428 13 A428 13 005 B 06 001 A 07 003 C 10 003 A 10 003 A 05 002 E 06 001 A 07 003 C 10 003 A 01 001 A W2B W2A W2A W1DW2A W2B W2A W2A W2A W2B W1D W2A W1D 06 001 A 13 005 B 07 003 C 16 006 D W1D W2B W2A W2A W2B W2A W2A 1B 01 001 A 5'-6 1/8" 6'-0".3'-5 7/8".2'-0".3'-5".12'-1 5/8" 2'-0".11'-11 3/8" 5'-6 1/8" .8'-11 1/2".2'-0" 5'-2 1/2"5'-5 1/8"4'-6 5/8"3'-10 1/2"2'-10".2'-7" 9'-11".9'-7".2'-0" 2'-0".4'-1 1/4".6'-0" 5'-6" . 1'-0" 3'-4 7/8" . 2'-8 1/4" 6'-6" . 3'-0" 3'-7 1/2".3'-0" 7'-0" 2'-0".3'-0" W2A W2A W2A W2A W2B 14 005 B 06 001 A 07 003 C 10 003 A 5'-2".3'-0".3'-1"5'-10 1/2" 11'-0 1/8".3'-8 5/8".10'-0" 5'-5 7/8".1'-11" 8 1/4" 3'-0" 10'-4 3/4" W2A W2A W2A W2A W2B 14 005 B 06 001 A 07 003 C 10 003 A 5'-2".3'-0".3'-1"5'-10 1/2" 11'-0".3'-8 5/8".10'-0" 5'-5 7/8".2'-0" 8 1/4" 3'-1" 10'-4 3/4" 2'-0" W2A 1B 1B 2'-0" 1B 6'-6 1/2".3'-0".6'-9 1/2" 06 001 A 07 003 C 13 005 B 16 006 D W1D W2A W2B W2AW2A W2A W2B W2A 2'-0" . 4'-0" . 6'-0" 3'-0 3/4" 3'-4 1/8" 1'-0" . 5'-6" 9'-11".9'-7".2'-0" 5'-3 1/4".4'-6 5/8"5'-5 1/8"2'-10"6'-10"2'-7" W1D 2'-0" . 9'-6" . BATH TYPE 1A KITCHEN TYPE 3A BATH TYPE 1A BATH TYPE 1A KITCHEN TYPE 3A BATH TYPE 7A KITCHEN TYPE 2C BATH TYPE 5B 5'-2 1/2"5'-5 1/8"4'-6 5/8"3'-10 1/2"2'-10".2'-7" 5'-2 1/2"5'-5 1/8"4'-6 5/8"3'-10 1/2"2'-10".2'-7" W2A W2B 03 002 E W2B 06 001 A 17 006 D07 003 C 09 003 A 01 001 A 10 003 A 06 001 A 10 003 A 04 002 E W2A W2A W2A W2A W2B W1D W2A W2A W2A W2A W2A 1B 5'-6".2'-0".11'-6 1/4".3'-0". 7'-0".3'-5" 3'-0".12'-3 1/4".9'-7 3/4" 6'-0".2'-0" 2'-6".3'-4".3'-7 1/4".3'-4" 12'-2 1/8" BATH TYPE 1E BATH TYPE 2E KITCHEN TYPE 2C KITCHEN TYPE 2C KITCHEN TYPE 2C S21 S21 4 A309 3 A309 W26 W26 W14 W14 W11D 1B 1D W14 W11B W14 W14 1B W14 W14W14 ELEVATOR LOBBY 438 SOUTH CORRIDOR 440 NORTH CORRIDOR 439 T04 010 A T04 010 A T02 008 F T06 011 A ELEC/DATA 437 T06 011 A W11C W11C W11CW11C W11C W11C W11D W11D W11D W11B W14 TRASH ROOM 435 W11D W11C T02 F008 P11 P11 P12 P12 23B 23B 23B 23B 23B 23B 23B CENTRAL STAIR NORTH STAIR 7'-7"4'-0 3/4" 1'-4 5/8" 2'-8 5/8" 18'-4 1/8"58'-8 1/4"4'-8 3/4". 8'-2 1/2" 10'-1 1/8" 3'-1 3/4" 4'-10 3/8"20'-1 3/4" .4'-10 3/8".39'-1"10'-6 1/2". 9'-4 1/2" 25'-10" . 11'-9 7/8" . 11'-9" UNIT C1 401 UNIT B3 426 UNIT D12 431 UNIT A11 432 UNIT A12 433 UNIT C2 434 ELEV 2 ELEV 1 P21 W11B W11B W14 1 10'-0" P21 1 A510 2 Sim 8'-5 1/4" 16'-1 5/8" ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" 4TH FLOOR CORE ENLARGED PLAN A416 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT PLAN KEYNOTES P1STANDBY GENERATOR P2CONCRETE FILLED STEEL BOLLARD(S), SEE DETAIL X/A500 P3ACCESS VEHICLE CONTROL BARRIER GATE, LIFTMASTER MAT W/ 10FT ARM P4STORAGE LOCKERS P5TRASH COMPACTOR, MINI-MAC MODEL BY MARATHON 5A P6TRASH COMPACTOR TRASH BIN, MINI MAC MODEL BY MARATHON 5A P7FDC CONNECTION, SEE FIRE PROTECTION DWGS P8PATIO, CONCRETE PLINTH W/ PLANTERS & PRECAST CONCRETE BENCHES, SEE LANDSCAPE DRWGS P9WOOD SLAT FENCE P10PAINTED STEEL + GLASS CANOPY P11RECYCLING CHUTE WITH 15% PADDED OFFSET @ BOTTOM BY CHUTES INTERNATIONAL P12RECESSED FIRE EXTINGUISHER CABINET W/GLASS DOOR P13REAR DRAIN TOILET, Units 211-216 only P14CUSTOM MILLWORK RECESSED SHELF AT TYPE 5C BATHROOMS ONLY, SEE SHEET 5B/A602 P15FACTORY PAINTED ALUMINUM SUN SCREEN LOUVERS P16ROOF DECK DRAIN, SEE PLUMBING DRWGS P17PAINTED STEEL GUARDRAIL P18GENERATOR EXHAUST SHAFT, SEE MECH. DWGS P19MIN. 24" WIDE ALUM. OR GALV. STL. LADDER (U200 BY UPNOVR OR SIMILAR) P20SURFACE MOUNTED FIRE EXTINGUISHER CABINET W/ GLASS DOOR P21INTERIOR WINDOW, SEE WINDOW SCHEDULE P22ALL COLUMNS TO BE 3HR FIRE RATED SEE DETAILS ON SHEET A510 P23MANIFOLD/WATER METER WALL-MOUNTED 30"x30" PTD ACCESS PANEL, FRAMELESS, BOTTOM SILL MOUNTED AT 9" A.F.F. IN ALL BATHROOMS (BEHIND DOOR SWING), HALLWAYS (CENTERED ON WALL) AND CLOSET (AT CORNER) LOCATIONS. TYPICAL UNITS SHOWN AT 2ND FLOOR ENLARGED PLAN. ANY CONFLICTS TO BE COORDINATED WITH ARCHITECT. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 OS OS OS SD SD SD SD SD SD OS SD OS PS SD /1A417_R /1A419_R UH UK UH UB UV UE US UH UH UH UK UB UV US UV UKUKUK UH UB UH UV US UB UB US UE UB US UV UE UBUB UH UK UK UK UH UH UH UH UHUH UKUK UV US UEUK UK UH UE UH US UH UHUH UB UB UV UK UK UK UE UH UH SEE ID411_R E2 SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS E2 ELEVATOR LOBBY 438 NORTH CORRIDOR 439 TRASH ROOM 435 CENTRAL STAIR SOUTH CORRIDOR 440 ELEC/DATA 437 NORTH STAIR UNIT B3 426 UNIT D12 431 UNIT A11 432 UNIT A12 433 UNIT C1 401 UNIT C2 434 REFER TO UNIT 226 FOR DIMENSIONS REFER TO UNIT 232 FOR DIMENSIONS REFER TO UNIT 233 FOR DIMENSIONS REFER TO UNIT 234 FOR DIMENSIONS REFER TO UNIT 201 FOR DIMENSIONS REFER TO UNIT 231 FOR DIMENSIONS 1. FOR OFFSETS OF SHAFT RISERS, PROVIDE CONTINUOUS 2HR RATED GWB ENCLOSURES ON ALL SIDES, FOR LOCATION SEE MECHANICAL DWGS. 2. ALL CONDUIT FOR CEILING MOUNTED FIXTURES OR DEVICES IN AREAS WITH EXPOSED CONCRETE CEILINGS SHALL BE CAST IN CONCRETE SLAB FOR CONCEALMENT. CONDUIT FOR FLOOR MOUNTED POWER, PHONE AND DATA RECEPTACLES SHALL BE CAST IN SLAB AS REQ'D. 3. PROVIDE CONTROL JOINTS IN SUSPENDED GYPSUM BOARD CEILING AS SHOWN AND/OR AS REQ'D BY CEILING CONSTRUCTION. LOCATIONS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. ALIGN WALL & CEILING CONTROL JOINTS WHERE POSSIBLE. 4. CONTRACTOR SHALL PROVIDE ACCESS PANELS IN SUSPENDED GYP BOARD CEILING AS SHOWN ON ARCH & MEP DRAWINGS AND/OR AS REQ'D TO SERVICE MEP/FP SYSTEMS & EQUIPMENT. LOCATIONS NOT SHOWN ON ARCH OR MEP DRAWINGS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. 5. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS, ETC. FOR ALL CEILING MOUNTED ACCESS PANELS, CEILING TRIM, LIGHT FIXTURES, WINDOW TREATMENTS & OTHER EQUIPMENT OR DEVICES AS REQ'D. 6. REFER TO ARCH. DRAWINGS FOR LIGHT FIXTURES LOCATIONS. 7. REFER TO MECH. DRAWINGS FOR LOCATION & SIZE OF HVAC DUCTS & DIFFUSERS. 8. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPE, SWITCHING & LAMPING. 9. REFER TO INTERIOR DRAWINGS FOR ADD'L CEILING FINISH INFORMATION 10. INSTALL ALL INSULATION PER MANUFACTURER'S INSTRUCTIONS. CONTRACTOR TO HAVE INSTRUCTIONS AVAILABLE FOR INSPECTION. 11. SPRINKLERS TO BE ORTHOGONALLY ALIGNED WITH AND EQUALLY SPACED BETWEEN OTHER BUILDING ELEMENTS (I.E. LIGHTS, DIFFUSERS, DOORWAYS, CEILINGS, BULKHEADS) AND EVENLY SPACED AND ALIGNED WITH EACH OTHER. CONFIRM ALL LOCATIONS W/ ARCHITECT PRIOR TO INSTALLATION. RECESSED LIGHT FIXTURE COVE LIGHT / ART WALL WASH (ACLC) -V.I.F. RECESSED STRIP LIGHT W/ LENS, FACING SIDE (CLC) -V.I.F. SURFACE MOUNT DOWNLIGHT WALL SCONCE SPEAKER -SEE AV DWGS FOR TYPES (FINISH TO MATCH ADJACENT CLG. OR WALL, U.N.O.) SPEAKER/STROBE -SEE ELEC. DWGS OCCUPANCY SENSOR SEE ELEC. DWGS PHOTO SENSOR -SEE ELEC. DWGS EXIT SIGN -SEE ELEC. DWGS SMOKE DETECTOR -SEE ELEC. DWGS CENTERLINE RETURN -SEE MECH. DWGS EXHAUST/SUPPLY -SEE MECH. DWGS PS OS SD RCP LEGEND RCP GRAPHIC KEY RCP GENERAL NOTES EXPOSED CONCRETE CEILING SLAB 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-4 1/2" AFF 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-0" AFF SURFACE MOUNT DOWNLIGHT, WET LOCATION PENDANT 1/2" GYPSUM BOARD CEILING, PTD. (U.N.O.); HT 7'-10" AFF ELEC. PANEL -SEE ELEC. DWGS TELECOM PANEL -SEE ELEC. DWGS INTERCOM -SEE ELEC. DWGS ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" 4TH FLOOR CORE ENLARGED RCP A416_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET ADJUSTED PER ARCH. BACKGROUND CHANGES. ACCESS PANELS, SMOKE DETECTORS, OCCUPANCY SENSORS ADDED FOR CLARIFICATION. 1 1 1 1 1 1 1 1 1 ALL INTERCOM PANELS REMOVED. 1 ALIGN ALIGN ALIGN ALIGN ALIGN /1A416 T01 007 A T01 007 A T01 007 A T01 007 A T01 007 A T01 007 A T01 007 A T01 007 A T04 010 A T07 011 A 14 A428 15 A428 07 003 C 06 001 A 01 001 A 11 004 A 06 001 A 01 001 A 10 003 A 14 005 B 14 005 B 10 003 A 01 001 A 07 003 C 06 001 A 01 001 A 11 004 A 06 001 A 06 001 A 11 004 A 01 001 A 06 001 A 09 003 A 16 006 D 07 003 C 01 001 A W2A W2A W2A W2A W2B W2A W2A W2A W2B W2A W2A W14 W2A W2A W2B W2B W2A W1D W2A W2A W2A W14 W2A W1D W1D W1C W1D W2A W2B W2A 16 006 D 06 001 A 12 005 B 07 003 C W2A W2B W1D W2A W2B W2A W2A 16 006 D 12 005 B 06 001 A 07 003 C W2B W2A W1D W2A W2B W2A W2A 06 001 A 11 004 A 07 003 C 16 006 D W2B W2A W2A W2B W2A 1B1B 9'-11".8'-11 1/2".2'-0" 2'-7" . 2'-10" 3'-10 1/2" 3'-10 1/2" 4'-9" 5'-1 7/8" 6'-0 1/8".4'-1 3/8".2'-0" 5'-6".1'-0"3'-4 7/8".2'-8 1/4" 2'-0" . 8'-11 3/8" . 9'-11" 5'-2 5/8".3'-10 1/2"4'-9"2'-10"6'-9 7/8"2'-7" W2A 2'-0".4'-0 1/8".6'-0" 2'-0" . 10'-5 1/2" . 6'-0 1/4" 4'-3 7/8".2'-10"3'-5 1/2"2'-7" 3'-0 3/4"3'-4 1/4"1'-0".5'-6" 2'-0".10'-2 3/4" W1C 5'-4 5/8".5'-9 1/8".9'-11".3'-0" 9'-3 1/2" 5'-6" 6'-0".3'-8" 3'-0".6'-8".3'-0" 11'-8 1/4".12'-3".2'-0".2'-0".12'-3".11'-5 1/8" 3'-0".6'-8".3'-0" 3'-0".9'-11".5'-6 3/4".5'-4 1/2" 3'-8" . 6'-0" 5'-6" 9'-3 1/2" 3'-0".9'-11".11'-0" 6'-0" . 3'-8" . 2'-0" 3'-0" 2'-6".7'-0 1/2".3'-8".6'-11 1/2" 10 003 A 07 003 C 01 001 A 01 001 A W2A W2B W2B W2A 3'-9 3/4".3'-0".6'-6"3'-1". 7'-0" 3'-0" . 2'-0" 11'-10" 2'-0".12'-3".11'-5 3/4" 2'-0".12'-3".11'-5 3/4" W2A W1C 17 006 D BATH TYPE 1B KITCHEN TYPE 3A BATH TYPE 2A BATH TYPE 1A KITCHEN TYPE 2C BATH TYPE 1A KITCHEN TYPE 3A KITCHEN TYPE 3A BATH TYPE 1A BATH TYPE 1A BATH TYPE 2A KITCHEN TYPE 7A BATH TYPE 1A BATH TYPE 5B KITCHEN TYPE 2C W2A W2A W2A W2B W2A 06 001 A 16 006 D 12 005 B 07 003 C W1D W2B W2A W2A W2A W2A W2B 9'-11".8'-11 3/8".2'-0" 2'-7" 8'-9" 2'-10" . 3'-5" . 5'-1 1/2" 6'-0".4'-4 1/2".2'-0" 5'-6".1'-0"3'-4 1/4"3'-0 3/4" BATH TYPE 1A KITCHEN TYPE 3A 2'-7 1/2".3'-4 1/2"1'-0".5'-6" W1D 2'-0" KITCHEN TYPE 7B BATH TYPE 2.1B 5'-6" . 6'-0" 2 A310 3 A303 2 A303 W14B W14 W11B W14 W11B W11B W14 W14 W11D W11D W11B W11D 1B SOUTH CORRIDOR 440 T02 008 F T02 F008 T02 F008 T02 F008 3 A302 3 A311 W15 W11C W11C W11C W11C W11C W11C W11C W11C W11C W11C W11C W11C TELECOM 436 W11D W11C P12 P12 W11D W11C W11B 23B 23B 23B 23B 23B 23B 23B 23B EAST STAIR 1" 10'-4 3/4" 10'-9 3/8" 10'-2 3/4" 10'-1" 3 1/2" 28'-7 5/8".35'-3 5/8" 20'-11 5/8" . 24'-9 7/8" 42'-9 3/8"9'-5 1/2"42'-10 5/8" 20'-11 5/8" . 41'-1 3/4" 8'-0" 4'-7 1/2" . 5'-0 3/8" 20'-4 1/4"6'-0 1/4"2'-0 3/4" .11'-9 3/4".11'-9 1/4".11'-11".11'-7 1/4".4'-8 7/8" UNIT A1 402 UNIT A2 403 UNIT A3 404 UNIT A4 405 UNIT D1 406 UNIT D2 407 UNIT D3 408 UNIT B1 409 1 HOUR RATED WALL ASSEMBLY ADJACENT TO PROPERTY LINE 1 HOUR RATED WALL ASSEMBLY ADJACENT TO PROPERTY LINE 1 HOUR RATED WALL ASSEMBLY ADJACENT TO PROPERTY LINE 1 1 1 1 W11B 1 5'-10 3/4" 4'-7 5/8" A510 9 Sim A510 9 Sim A510 9 Sim A510 9 Sim 36'-10 1/2" 2'-4 1/2" ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" 4TH FLOOR EAST ENLARGED PLAN A417 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT PLAN KEYNOTES P1STANDBY GENERATOR P2CONCRETE FILLED STEEL BOLLARD(S), SEE DETAIL X/A500 P3ACCESS VEHICLE CONTROL BARRIER GATE, LIFTMASTER MAT W/ 10FT ARM P4STORAGE LOCKERS P5TRASH COMPACTOR, MINI-MAC MODEL BY MARATHON 5A P6TRASH COMPACTOR TRASH BIN, MINI MAC MODEL BY MARATHON 5A P7FDC CONNECTION, SEE FIRE PROTECTION DWGS P8PATIO, CONCRETE PLINTH W/ PLANTERS & PRECAST CONCRETE BENCHES, SEE LANDSCAPE DRWGS P9WOOD SLAT FENCE P10PAINTED STEEL + GLASS CANOPY P11RECYCLING CHUTE WITH 15% PADDED OFFSET @ BOTTOM BY CHUTES INTERNATIONAL P12RECESSED FIRE EXTINGUISHER CABINET W/GLASS DOOR P13REAR DRAIN TOILET, Units 211-216 only P14CUSTOM MILLWORK RECESSED SHELF AT TYPE 5C BATHROOMS ONLY, SEE SHEET 5B/A602 P15FACTORY PAINTED ALUMINUM SUN SCREEN LOUVERS P16ROOF DECK DRAIN, SEE PLUMBING DRWGS P17PAINTED STEEL GUARDRAIL P18GENERATOR EXHAUST SHAFT, SEE MECH. DWGS P19MIN. 24" WIDE ALUM. OR GALV. STL. LADDER (U200 BY UPNOVR OR SIMILAR) P20SURFACE MOUNTED FIRE EXTINGUISHER CABINET W/ GLASS DOOR P21INTERIOR WINDOW, SEE WINDOW SCHEDULE P22ALL COLUMNS TO BE 3HR FIRE RATED SEE DETAILS ON SHEET A510 P23MANIFOLD/WATER METER WALL-MOUNTED 30"x30" PTD ACCESS PANEL, FRAMELESS, BOTTOM SILL MOUNTED AT 9" A.F.F. IN ALL BATHROOMS (BEHIND DOOR SWING), HALLWAYS (CENTERED ON WALL) AND CLOSET (AT CORNER) LOCATIONS. TYPICAL UNITS SHOWN AT 2ND FLOOR ENLARGED PLAN. ANY CONFLICTS TO BE COORDINATED WITH ARCHITECT. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 SD OS OS SD SD SD SD OS PS SD /1A416_R /1A418_R UBUB UB UV USUC UV US UB UB UHUH UH UK UK UK UE UHUH UKUK UE UHUHUB UC UV UB UB UBUB US UH UB UB UK UK UKUH UE UH UE UB UB UB UB UHUH UKUK UH US UV UBUC US UV UHUH UK UB UV UE US UB UB UH UK UH UH US UV UV US UV UK UV UP UP UPUP UHUH UK UBUH UV UE US UH UH UHUH UK UBUH UV UH UE US UH E2E2 E2E2 SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS EAST STAIR UNIT A1 402 UNIT A2 403 UNIT A3 404 UNIT A4 405 UNIT D1 406 UNIT D2 407 UNIT B1 409 UNIT D3 408 TELECOM 436 SOUTH CORRIDOR 440 REFER TO UNIT 206 FOR DIMENSIONS REFER TO UNIT 207 FOR DIMENSIONS REFER TO UNIT 208 FOR DIMENSIONS REFER TO UNIT 209 FOR DIMENSIONS REFER TO UNIT 202 FOR DIMENSIONS REFER TO UNIT 203 FOR DIMENSIONS REFER TO UNIT 204 FOR DIMENSIONS REFER TO UNIT 205 FOR DIMENSIONS 1. FOR OFFSETS OF SHAFT RISERS, PROVIDE CONTINUOUS 2HR RATED GWB ENCLOSURES ON ALL SIDES, FOR LOCATION SEE MECHANICAL DWGS. 2. ALL CONDUIT FOR CEILING MOUNTED FIXTURES OR DEVICES IN AREAS WITH EXPOSED CONCRETE CEILINGS SHALL BE CAST IN CONCRETE SLAB FOR CONCEALMENT. CONDUIT FOR FLOOR MOUNTED POWER, PHONE AND DATA RECEPTACLES SHALL BE CAST IN SLAB AS REQ'D. 3. PROVIDE CONTROL JOINTS IN SUSPENDED GYPSUM BOARD CEILING AS SHOWN AND/OR AS REQ'D BY CEILING CONSTRUCTION. LOCATIONS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. ALIGN WALL & CEILING CONTROL JOINTS WHERE POSSIBLE. 4. CONTRACTOR SHALL PROVIDE ACCESS PANELS IN SUSPENDED GYP BOARD CEILING AS SHOWN ON ARCH & MEP DRAWINGS AND/OR AS REQ'D TO SERVICE MEP/FP SYSTEMS & EQUIPMENT. LOCATIONS NOT SHOWN ON ARCH OR MEP DRAWINGS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. 5. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS, ETC. FOR ALL CEILING MOUNTED ACCESS PANELS, CEILING TRIM, LIGHT FIXTURES, WINDOW TREATMENTS & OTHER EQUIPMENT OR DEVICES AS REQ'D. 6. REFER TO ARCH. DRAWINGS FOR LIGHT FIXTURES LOCATIONS. 7. REFER TO MECH. DRAWINGS FOR LOCATION & SIZE OF HVAC DUCTS & DIFFUSERS. 8. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPE, SWITCHING & LAMPING. 9. REFER TO INTERIOR DRAWINGS FOR ADD'L CEILING FINISH INFORMATION 10. INSTALL ALL INSULATION PER MANUFACTURER'S INSTRUCTIONS. CONTRACTOR TO HAVE INSTRUCTIONS AVAILABLE FOR INSPECTION. 11. SPRINKLERS TO BE ORTHOGONALLY ALIGNED WITH AND EQUALLY SPACED BETWEEN OTHER BUILDING ELEMENTS (I.E. LIGHTS, DIFFUSERS, DOORWAYS, CEILINGS, BULKHEADS) AND EVENLY SPACED AND ALIGNED WITH EACH OTHER. CONFIRM ALL LOCATIONS W/ ARCHITECT PRIOR TO INSTALLATION. RECESSED LIGHT FIXTURE COVE LIGHT / ART WALL WASH (ACLC) -V.I.F. RECESSED STRIP LIGHT W/ LENS, FACING SIDE (CLC) -V.I.F. SURFACE MOUNT DOWNLIGHT WALL SCONCE SPEAKER -SEE AV DWGS FOR TYPES (FINISH TO MATCH ADJACENT CLG. OR WALL, U.N.O.) SPEAKER/STROBE -SEE ELEC. DWGS OCCUPANCY SENSOR SEE ELEC. DWGS PHOTO SENSOR -SEE ELEC. DWGS EXIT SIGN -SEE ELEC. DWGS SMOKE DETECTOR -SEE ELEC. DWGS CENTERLINE RETURN -SEE MECH. DWGS EXHAUST/SUPPLY -SEE MECH. DWGS PS OS SD RCP LEGEND RCP GRAPHIC KEY RCP GENERAL NOTES EXPOSED CONCRETE CEILING SLAB 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-4 1/2" AFF 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-0" AFF SURFACE MOUNT DOWNLIGHT, WET LOCATION PENDANT 1/2" GYPSUM BOARD CEILING, PTD. (U.N.O.); HT 7'-10" AFF ELEC. PANEL -SEE ELEC. DWGS TELECOM PANEL -SEE ELEC. DWGS INTERCOM -SEE ELEC. DWGS ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" 4TH FLOOR EAST ENLARGED RCP A417_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET ADJUSTED PER ARCH. BACKGROUND CHANGES. ACCESS PANELS, SMOKE DETECTORS, OCCUPANCY SENSORS ADDED FOR CLARIFICATION. 1 1 11 1 1 1111 1 ALL INTERCOM PANELS REMOVED. 1 OS SD SEE ID413_R UV US UH UH UH ALIGN /1A419 /1A417 /1A419 T01 007 A T01 007 A T01 007 A T01 007 A T01 007 A T01 007 A T01 007 A T01 007 A 05 002 E 01 001 A 11 004 A 06 001 A 13 005 B 11 004 A 06 001 A W2B W2A W2A W2B W1D W2A W2A W2A W2A W2B 06 001 A 07 003 C 16 006 D W2B W2A W1D W2A W2A W2B W2A 16 006 D 16 006 D 13 005 B 06 001 A W2A W2B W1D W2A W2B W2A 16 006 D 06 001 A 13 005 B 07 003 C W2A W1D W2B W2A W2A W2A W2B 16 006 D 13 005 B 06 001 A W2A W2B W1D W2A W2B W2A 16 006 D 06 001 A 13 005 B 07 003 C W2A W1D W2B W2A W2A W2A W2B 06 001 A 16 006 D 12 005 B 07 003 C W1D W2A W2B W2A W2A W2A W2B W2A 5'-6 1/8" 5'-6 1/8" 6'-6 1/8".5'-3 1/8".4'-0 1/2"6'-4" 2'-0" . 12'-10 1/2" . 9'-0" 4'-6 7/8" . 9'-11" . 9'-7 1/4" 4'-6".5'-6" 6'-0" 7'-0 7/8" 2'-0".10'-2".9'-11" 5'-2" . 5'-10 3/4" . 2'-10" 10'-5 3/4" 2'-7" 6'-0 5/8".4'-4 3/4".2'-0" 5'-6".1'-0"3'-4 1/2"3'-0 1/8" 2'-0".4'-0 3/4".6'-0" 2'-8 1/4".3'-4 5/8"1'-0".5'-6" 9'-11" . 10'-2" . 2'-0" 2'-7".2'-10"3'-10 1/2"4'-6 3/4"5'-5 1/4"5'-2 1/4" 2'-0".4'-0 3/4".6'-0" 2'-8 1/4".3'-4 5/8"1'-0".5'-6" 9'-11" . 10'-2" . 2'-0" 2'-7".2'-10"3'-10 1/2"4'-6 3/4"5'-5 1/4"5'-2 1/4" 6'-0".4'-0 5/8".2'-0" 2'-0".10'-2".9'-11" 5'-6".1'-0"3'-4 5/8"3'-0 3/4" 5'-3" . 4'-6 3/4" 5'-5 1/4" 2'-10" 6'-9 7/8" 2'-7" 07 003 C 6'-0".4'-0 5/8".2'-0" 2'-0".10'-2".9'-11" 5'-6".1'-0"3'-4 5/8"3'-0 3/4" 5'-3" . 4'-6 3/4" 5'-5 1/4" 2'-10" 6'-9 7/8" 2'-7" 07 003 C 2'-0".9'-5".9'-11" 5'-6".1'-0"3'-4 1/2"3'-0 3/4" 6'-0".4'-0 5/8".2'-0" 5'-2" . 3'-3 1/8" 5'-5 1/4" 2'-10" 6'-9 7/8" 2'-7" KITCHEN TYPE 4A BATH TYPE 2B BATH TYPE 1C KITCHEN TYPE 3A BATH TYPE 1A KITCHEN TYPE 3A BATH TYPE 1A KITCHEN TYPE 3A BATH TYPE 1A KITCHEN TYPE 3A BATH TYPE 1A KITCHEN TYPE 3A BATH TYPE 1A BATH TYPE 1A KITCHEN TYPE 3A W2B W2A 16 006 D 06 001 A 13 005 B 07 003 C W2A W1D W2B W2A W2A W2A W2B 2'-0".4'-0 3/4".6'-0" 2'-8 1/4".3'-4 5/8"1'-0".5'-6" 9'-11" . 10'-2" . 2'-0" 2'-7".2'-10"3'-10 1/2"4'-6 3/4"5'-5 1/4"5'-2 1/4" KITCHEN TYPE 3A BATH TYPE 1A 5 A303 2 A304 3 A304 4 A304 7 A304 3 A305 6 A304 W14 1B W14 W14 W14 W14 W14 SOUTH CORRIDOR 440 T04 010 A 1B W11C W11C W11C W11C W11C W11C W11C W11C W11C W11C W11C W11C W11C W11C W11C W11C W11C W11C W11C W11C W1B W11C W11D T03 009 G P12 P12 P10 W11C W11C W11D W11D W11D 23B 23B 23B 23B 1 1/8" 0" 4'-7 1/2" . 39'-0 1/2" .11'-9 1/4".11'-9 5/8".11'-9 1/4".11'-9 5/8".11'-9 1/4".11'-9 5/8".11'-7 3/4".12'-7 1/2".10'-4 1/2" 7'-7"4'-0 3/4"93'-0 1/2"5'-0 3/8" 1'-4 5/8" UNIT D4 410 UNIT A5 411 UNIT A6 412 UNIT A7 413 UNIT A6 414 UNIT A7 415 UNIT A6 416 UNIT A8 417 W11C W11C W11C 8'-5 1/4" 36'-10 1/2" ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" 4TH FLOOR SOUTH ENLARGED PLAN A418 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT PLAN KEYNOTES P1STANDBY GENERATOR P2CONCRETE FILLED STEEL BOLLARD(S), SEE DETAIL X/A500 P3ACCESS VEHICLE CONTROL BARRIER GATE, LIFTMASTER MAT W/ 10FT ARM P4STORAGE LOCKERS P5TRASH COMPACTOR, MINI-MAC MODEL BY MARATHON 5A P6TRASH COMPACTOR TRASH BIN, MINI MAC MODEL BY MARATHON 5A P7FDC CONNECTION, SEE FIRE PROTECTION DWGS P8PATIO, CONCRETE PLINTH W/ PLANTERS & PRECAST CONCRETE BENCHES, SEE LANDSCAPE DRWGS P9WOOD SLAT FENCE P10PAINTED STEEL + GLASS CANOPY P11RECYCLING CHUTE WITH 15% PADDED OFFSET @ BOTTOM BY CHUTES INTERNATIONAL P12RECESSED FIRE EXTINGUISHER CABINET W/GLASS DOOR P13REAR DRAIN TOILET, Units 211-216 only P14CUSTOM MILLWORK RECESSED SHELF AT TYPE 5C BATHROOMS ONLY, SEE SHEET 5B/A602 P15FACTORY PAINTED ALUMINUM SUN SCREEN LOUVERS P16ROOF DECK DRAIN, SEE PLUMBING DRWGS P17PAINTED STEEL GUARDRAIL P18GENERATOR EXHAUST SHAFT, SEE MECH. DWGS P19MIN. 24" WIDE ALUM. OR GALV. STL. LADDER (U200 BY UPNOVR OR SIMILAR) P20SURFACE MOUNTED FIRE EXTINGUISHER CABINET W/ GLASS DOOR P21INTERIOR WINDOW, SEE WINDOW SCHEDULE P22ALL COLUMNS TO BE 3HR FIRE RATED SEE DETAILS ON SHEET A510 P23MANIFOLD/WATER METER WALL-MOUNTED 30"x30" PTD ACCESS PANEL, FRAMELESS, BOTTOM SILL MOUNTED AT 9" A.F.F. IN ALL BATHROOMS (BEHIND DOOR SWING), HALLWAYS (CENTERED ON WALL) AND CLOSET (AT CORNER) LOCATIONS. TYPICAL UNITS SHOWN AT 2ND FLOOR ENLARGED PLAN. ANY CONFLICTS TO BE COORDINATED WITH ARCHITECT. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 OSSD OS SD SD SD OS OS PS SD /1A419_R/ 1A419_R UB UB UB UB UC UK UHUH UC US UE UH US UV UV UK UH UH US UV UE UH UH UB UBUH UH UE US UV UHUH UK UE UH US UBUH UK UH UH UH UH UV UH UH UH UHUB UK UHUH US UE UV UH UH UK UHUB UK UHUH US UE UV UH UH UHUB UK UHUH US UE UV UH UBUH UH UE US UV UHUH UKUH UH SEE ID415_R SOUTH CORRIDOR 440 UNIT A8 417 UNIT A6 416 UNIT A7 415 UNIT A6 414 UNIT A7 413 UNIT A6 412 UNIT A5 411 UNIT D4 410 REFER TO UNIT 217 FOR DIMENSIONS REFER TO UNIT 216 FOR DIMENSIONS REFER TO UNIT 215 FOR DIMENSIONS REFER TO UNIT 214 FOR DIMENSIONS REFER TO UNIT 213 FOR DIMENSIONS REFER TO UNIT 212 FOR DIMENSIONS REFER TO UNIT 211 FOR DIMENSIONS REFER TO UNIT 210 FOR DIMENSIONS 1. FOR OFFSETS OF SHAFT RISERS, PROVIDE CONTINUOUS 2HR RATED GWB ENCLOSURES ON ALL SIDES, FOR LOCATION SEE MECHANICAL DWGS. 2. ALL CONDUIT FOR CEILING MOUNTED FIXTURES OR DEVICES IN AREAS WITH EXPOSED CONCRETE CEILINGS SHALL BE CAST IN CONCRETE SLAB FOR CONCEALMENT. CONDUIT FOR FLOOR MOUNTED POWER, PHONE AND DATA RECEPTACLES SHALL BE CAST IN SLAB AS REQ'D. 3. PROVIDE CONTROL JOINTS IN SUSPENDED GYPSUM BOARD CEILING AS SHOWN AND/OR AS REQ'D BY CEILING CONSTRUCTION. LOCATIONS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. ALIGN WALL & CEILING CONTROL JOINTS WHERE POSSIBLE. 4. CONTRACTOR SHALL PROVIDE ACCESS PANELS IN SUSPENDED GYP BOARD CEILING AS SHOWN ON ARCH & MEP DRAWINGS AND/OR AS REQ'D TO SERVICE MEP/FP SYSTEMS & EQUIPMENT. LOCATIONS NOT SHOWN ON ARCH OR MEP DRAWINGS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. 5. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS, ETC. FOR ALL CEILING MOUNTED ACCESS PANELS, CEILING TRIM, LIGHT FIXTURES, WINDOW TREATMENTS & OTHER EQUIPMENT OR DEVICES AS REQ'D. 6. REFER TO ARCH. DRAWINGS FOR LIGHT FIXTURES LOCATIONS. 7. REFER TO MECH. DRAWINGS FOR LOCATION & SIZE OF HVAC DUCTS & DIFFUSERS. 8. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPE, SWITCHING & LAMPING. 9. REFER TO INTERIOR DRAWINGS FOR ADD'L CEILING FINISH INFORMATION 10. INSTALL ALL INSULATION PER MANUFACTURER'S INSTRUCTIONS. CONTRACTOR TO HAVE INSTRUCTIONS AVAILABLE FOR INSPECTION. 11. SPRINKLERS TO BE ORTHOGONALLY ALIGNED WITH AND EQUALLY SPACED BETWEEN OTHER BUILDING ELEMENTS (I.E. LIGHTS, DIFFUSERS, DOORWAYS, CEILINGS, BULKHEADS) AND EVENLY SPACED AND ALIGNED WITH EACH OTHER. CONFIRM ALL LOCATIONS W/ ARCHITECT PRIOR TO INSTALLATION. RECESSED LIGHT FIXTURE COVE LIGHT / ART WALL WASH (ACLC) -V.I.F. RECESSED STRIP LIGHT W/ LENS, FACING SIDE (CLC) -V.I.F. SURFACE MOUNT DOWNLIGHT WALL SCONCE SPEAKER -SEE AV DWGS FOR TYPES (FINISH TO MATCH ADJACENT CLG. OR WALL, U.N.O.) SPEAKER/STROBE -SEE ELEC. DWGS OCCUPANCY SENSOR SEE ELEC. DWGS PHOTO SENSOR -SEE ELEC. DWGS EXIT SIGN -SEE ELEC. DWGS SMOKE DETECTOR -SEE ELEC. DWGS CENTERLINE RETURN -SEE MECH. DWGS EXHAUST/SUPPLY -SEE MECH. DWGS PS OS SD RCP LEGEND RCP GRAPHIC KEY RCP GENERAL NOTES EXPOSED CONCRETE CEILING SLAB 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-4 1/2" AFF 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-0" AFF SURFACE MOUNT DOWNLIGHT, WET LOCATION PENDANT 1/2" GYPSUM BOARD CEILING, PTD. (U.N.O.); HT 7'-10" AFF ELEC. PANEL -SEE ELEC. DWGS TELECOM PANEL -SEE ELEC. DWGS INTERCOM -SEE ELEC. DWGS ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" 4TH FLOOR SOUTH ENLARGED RCP A418_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET ADJUSTED PER ARCH. BACKGROUND CHANGES. ACCESS PANELS, SMOKE DETECTORS, OCCUPANCY SENSORS ADDED FOR CLARIFICATION. 1 1 11111111 1 ALL INTERCOM PANELS REMOVED. 1 ALIGN ALIGN /1A416 T01 007 A T01 007 A T01 007 A T01 007 A T01 007 A T01 007 A 06 001 A 07 003 C 09 003 A 01 001 A 13 005 B 17 006 D W1D 06 001 A 10 003 A 06 001 A 11 004 A 03 002 E 06 001 A 11 004 A 09 003 A 01 001 A 07 003 C W2A W2A W2A W2B W2A W2B W2A W2A W2A W1D 16 006 D 07 003 C 12 005 B 06 001 A W2A W2B W1D W2A W2A W2B W2A 11 004 A 06 001 A 01 001 A 01 001 A 11 004 A 09 003 A 07 003 C 06 001 A W2B W2A W2A W1D W2A W14 W1D W2A W14 W1D W14B W2A W2A W2A W2A W2A W2A 2'-0".9'-5".9'-11" 3'-0".6'-2 1/8".9'-0".4'-9 1/4" 3'-2 1/2" . 10'-2 5/8" 2'-7 1/2" . 6'-11 1/2" 2'-0".11'-9 1/4" 5'-6"3'-1".2'-9 3/4" 3'-0" 3'-0".5'-6" 2'-1" 9 1/2" .6'-4"6'-4 1/4".5'-6" W2A 9'-0" 3'-2 1/2" . 1'-11 1/2" 3'-6".2'-9 1/2".2'-10" 3'-0".9'-11" 1'-0".5'-2" 6'-0" 2'-0" W1DW2A W1D W14 9'-11".2'-8 1/2" 2'-0".6'-2 3/4".3'-6 7/8"8 1/4" .2'-0" 2'-0" 4'-2 1/8" . 5'-5 1/2" 3'-5 1/2" 2'-10" . 7'-9" 2'-8 1/4" 2'-0" . 9'-6" . 9'-11" 5'-3 1/8".3'-11".2'-10"11'-10" 2'-11 1/4"3'-4"1'-0".5'-6" 2'-0".4'-4 1/4".6'-0" 2'-8 1/4" 3'-1" 16 006 D 06 001 A 13 005 B 07 003 C W1D W2B W2A W2A W2A W2B W2A 9'-11".9'-6".2'-0" 6'-0".4'-1 1/4".2'-0" 5'-6".1'-0"3'-4 7/8".2'-8 1/4" 2'-7" . 2'-10" 3'-10 1/2" 4'-6 7/8" 5'-5 1/4" 5'-2 1/8" 16 006 D 07 003 C 13 005 B 06 001 A W2A W2B W2A W2A W2A W2B W2A W1D 2'-0".4'-0 5/8".6'-0" 2'-0" . 9'-6" . 9'-11" 3'-0 3/4"3'-4 3/4"1'-0".5'-6" 5'-2 7/8".4'-6 7/8"5'-5 3/8"2'-10"6'-10"2'-7" W2B BATH TYPE 2B BATH TYPE 3A KITCHEN TYPE 2C KITCHEN TYPE 3A BATH TYPE 1A BATH TYPE 1A KITCHEN TYPE 3A BATH TYPE 2B KITCHEN TYPE 6A BATH TYPE 1A BATH TYPE 1D KITCHEN TYPE 3A BATH TYPE 1A W2A KITCHEN TYPE 7E 2 A307 3 A307 W14 W14 W14 W2A W14 W11D W11B W14 W11B W14 W14 W11C W11D W11C W11C W11D W11C W11D T02 008 F T02 F008 4 A306 4 A305 3 A306 W11C W11C W11C W11C W11C W11C 11D W11C W11D W11D W11C T02 F008 P12 W11D W14 23B 23B 23B 23B 2'-2 5/8" 5'-5 1/4" 6 1/2" 8'-7 5/8" 9 1/2" 9'-9 1/8" 24'-0 7/8". 4'-2"31'-11 5/8" 38'-9 7/8" . 4'-7" . 16'-4 3/4" 33'-3 7/8".21'-10 5/8" 25'-8 1/4".11'-8 1/8".11'-9 7/8".11'-9 1/2". P16 UNIT D5 418 UNIT D13 420 UNIT B4 422 UNIT A15 423 UNIT A13 424 UNIT A14 425 5 A100.1 1 HOUR RATED WALL ASSEMBLY ADJACENT TO PROPERTY LINE 1 2'-11 27/32" 2'-2 13/16" 1 W11D P23 P23 9 1/8" 2'-0 1/2" ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" 4TH FLOOR WEST ENLARGED PLAN A419 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT PLAN KEYNOTES P1STANDBY GENERATOR P2CONCRETE FILLED STEEL BOLLARD(S), SEE DETAIL X/A500 P3ACCESS VEHICLE CONTROL BARRIER GATE, LIFTMASTER MAT W/ 10FT ARM P4STORAGE LOCKERS P5TRASH COMPACTOR, MINI-MAC MODEL BY MARATHON 5A P6TRASH COMPACTOR TRASH BIN, MINI MAC MODEL BY MARATHON 5A P7FDC CONNECTION, SEE FIRE PROTECTION DWGS P8PATIO, CONCRETE PLINTH W/ PLANTERS & PRECAST CONCRETE BENCHES, SEE LANDSCAPE DRWGS P9WOOD SLAT FENCE P10PAINTED STEEL + GLASS CANOPY P11RECYCLING CHUTE WITH 15% PADDED OFFSET @ BOTTOM BY CHUTES INTERNATIONAL P12RECESSED FIRE EXTINGUISHER CABINET W/GLASS DOOR P13REAR DRAIN TOILET, Units 211-216 only P14CUSTOM MILLWORK RECESSED SHELF AT TYPE 5C BATHROOMS ONLY, SEE SHEET 5B/A602 P15FACTORY PAINTED ALUMINUM SUN SCREEN LOUVERS P16ROOF DECK DRAIN, SEE PLUMBING DRWGS P17PAINTED STEEL GUARDRAIL P18GENERATOR EXHAUST SHAFT, SEE MECH. DWGS P19MIN. 24" WIDE ALUM. OR GALV. STL. LADDER (U200 BY UPNOVR OR SIMILAR) P20SURFACE MOUNTED FIRE EXTINGUISHER CABINET W/ GLASS DOOR P21INTERIOR WINDOW, SEE WINDOW SCHEDULE P22ALL COLUMNS TO BE 3HR FIRE RATED SEE DETAILS ON SHEET A510 P23MANIFOLD/WATER METER WALL-MOUNTED 30"x30" PTD ACCESS PANEL, FRAMELESS, BOTTOM SILL MOUNTED AT 9" A.F.F. IN ALL BATHROOMS (BEHIND DOOR SWING), HALLWAYS (CENTERED ON WALL) AND CLOSET (AT CORNER) LOCATIONS. TYPICAL UNITS SHOWN AT 2ND FLOOR ENLARGED PLAN. ANY CONFLICTS TO BE COORDINATED WITH ARCHITECT. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 SDSD OS OS PS SD /1A416_R UH UK UK UK UH UV US UE UBUB UBUB US UC UC UV EQEQ EQ EQ UK UH UK UH UH UB UB UC UC UH US US US UE UE UH UH UBUB UBUB UV UV UV EQEQ EQ EQ 3'-0" EQ EQ EQEQ UK 3'-0" UH EQ EQ 4'-6" 4'-6" 3'-0" 3'-0" 2'-0" 2'-0" 2'-0" UP UP UH 3'-0" 4'-0" UE UV UH UHUB UK UHUH USUS UV UB UK UH UH UE UHUH UH US UV UK UH UH UB UH UH UE UH UH EQ EQEQ 3'-0" EQ EQ EQEQ 4'-0" 3'-0" 3'-0" 2'-0" UK UK 2'-0" UV EQEQ EQEQ 8" EQ EQ 3'-0"3'-0" EQ SEE ID417_R (SIM) E2 E2 UNIT A15 423 UNIT A13 424 UNIT A14 425 UNIT D5 418 SOUTH CORRIDOR 440 UNIT B4 422 UNIT D13 420 REFER TO UNIT 323 FOR DIMENSIONS REFER TO UNIT 218 FOR DIMENSIONS REFER TO UNIT 324 FOR DIMENSIONS 1. FOR OFFSETS OF SHAFT RISERS, PROVIDE CONTINUOUS 2HR RATED GWB ENCLOSURES ON ALL SIDES, FOR LOCATION SEE MECHANICAL DWGS. 2. ALL CONDUIT FOR CEILING MOUNTED FIXTURES OR DEVICES IN AREAS WITH EXPOSED CONCRETE CEILINGS SHALL BE CAST IN CONCRETE SLAB FOR CONCEALMENT. CONDUIT FOR FLOOR MOUNTED POWER, PHONE AND DATA RECEPTACLES SHALL BE CAST IN SLAB AS REQ'D. 3. PROVIDE CONTROL JOINTS IN SUSPENDED GYPSUM BOARD CEILING AS SHOWN AND/OR AS REQ'D BY CEILING CONSTRUCTION. LOCATIONS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. ALIGN WALL & CEILING CONTROL JOINTS WHERE POSSIBLE. 4. CONTRACTOR SHALL PROVIDE ACCESS PANELS IN SUSPENDED GYP BOARD CEILING AS SHOWN ON ARCH & MEP DRAWINGS AND/OR AS REQ'D TO SERVICE MEP/FP SYSTEMS & EQUIPMENT. LOCATIONS NOT SHOWN ON ARCH OR MEP DRAWINGS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. 5. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS, ETC. FOR ALL CEILING MOUNTED ACCESS PANELS, CEILING TRIM, LIGHT FIXTURES, WINDOW TREATMENTS & OTHER EQUIPMENT OR DEVICES AS REQ'D. 6. REFER TO ARCH. DRAWINGS FOR LIGHT FIXTURES LOCATIONS. 7. REFER TO MECH. DRAWINGS FOR LOCATION & SIZE OF HVAC DUCTS & DIFFUSERS. 8. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPE, SWITCHING & LAMPING. 9. REFER TO INTERIOR DRAWINGS FOR ADD'L CEILING FINISH INFORMATION 10. INSTALL ALL INSULATION PER MANUFACTURER'S INSTRUCTIONS. CONTRACTOR TO HAVE INSTRUCTIONS AVAILABLE FOR INSPECTION. 11. SPRINKLERS TO BE ORTHOGONALLY ALIGNED WITH AND EQUALLY SPACED BETWEEN OTHER BUILDING ELEMENTS (I.E. LIGHTS, DIFFUSERS, DOORWAYS, CEILINGS, BULKHEADS) AND EVENLY SPACED AND ALIGNED WITH EACH OTHER. CONFIRM ALL LOCATIONS W/ ARCHITECT PRIOR TO INSTALLATION. RECESSED LIGHT FIXTURE COVE LIGHT / ART WALL WASH (ACLC) -V.I.F. RECESSED STRIP LIGHT W/ LENS, FACING SIDE (CLC) -V.I.F. SURFACE MOUNT DOWNLIGHT WALL SCONCE SPEAKER -SEE AV DWGS FOR TYPES (FINISH TO MATCH ADJACENT CLG. OR WALL, U.N.O.) SPEAKER/STROBE -SEE ELEC. DWGS OCCUPANCY SENSOR SEE ELEC. DWGS PHOTO SENSOR -SEE ELEC. DWGS EXIT SIGN -SEE ELEC. DWGS SMOKE DETECTOR -SEE ELEC. DWGS CENTERLINE RETURN -SEE MECH. DWGS EXHAUST/SUPPLY -SEE MECH. DWGS PS OS SD RCP LEGEND RCP GRAPHIC KEY RCP GENERAL NOTES EXPOSED CONCRETE CEILING SLAB 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-4 1/2" AFF 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-0" AFF SURFACE MOUNT DOWNLIGHT, WET LOCATION PENDANT 1/2" GYPSUM BOARD CEILING, PTD. (U.N.O.); HT 7'-10" AFF ELEC. PANEL -SEE ELEC. DWGS TELECOM PANEL -SEE ELEC. DWGS INTERCOM -SEE ELEC. DWGS ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" 4TH FLOOR WEST ENLARGED RCP A419_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET ADJUSTED PER ARCH. BACKGROUND CHANGES. ACCESS PANELS, SMOKE DETECTORS, OCCUPANCY SENSORS ADDED FOR CLARIFICATION. 1 1 1 1 1 1 ALL INTERCOM PANELS REMOVED. 1 ALIGN ALIGN ALIGN /1A416 T01 007 A T01 007 A T01 007 A T01 007 A T01 007 A 12 A428 13 A428 06 001 A 07 003 C 10 003 A 01 001 A 11 004 A 10 003 A 08 003 A 01 001 A 07 003 C 06 001 A 09 003 A 01 001 A 09 003 A 06 001 A 06 001 A 15 006 D 07 003 C 01 001 A 13 005 B 06 001 A 17 006 D 01 001 A 06 001 A 11 004 A 01 001 A 06 001 A 11 004 A 06 001 A 07 003 C 01 001 A 17 006 D 10 003 A 11 004 A 06 001 A 01 001 A 10 003 A 14 005 B 06 001 A 01 001 A 06 001 A 11 004 A 07 003 C W2A W2A W2B W1D W2A W2A W1D W2A W2A W2A W2A W2B W2A W2A W2A W2A W2A W2AW1D W2A W2A W14 W2A W2A W1D W2AW2A W2A W1D W2A W2A W2A W1D W2A W14 W2A W2A W2A W1D W14 W2A W2A W1D W2A W2A W2A W2A 1B 8'-11 3/8" . 3'-0" 6'-6" . 3'-0" 3'-7 1/2".3'-0" 7'-0" 5'-6 1/2" 2'-0".3'-0" 2'-4" . 3'-4 1/2" . 5'-6 1/2" 2'-0".5'-7 1/4" 9'-0" . 5'-3 5/8" . 2'-4" . 9'-0 3/8" . 3'-0" . 9'-11" 1'-2 1/2" . 2'-1 1/2" . 3'-5" . 3'-7 1/2" 2'-0".6'-0" 5'-0 1/4".3'-0" 11'-0" . 9'-11" . 3'-0" 2'-0".3'-8".6'-0" 3'-0" 3'-11 1/4".6'-0" 2'-0"...3'-0".9'-11".11'-10 1/2" 6'-0".4'-11 1/2" 6'-0".3'-8".2'-0" 6'-10" . 4'-8" . 8'-4 1/2" . 4'-5 3/8" 3'-0" 5'-8 3/4".3'-1"8'-0".2'-0".5'-4 1/2".3'-0".9'-9 5/8".4'-5" 5'-6". 3'-1 1/2".2'-0" 7'-0" 3'-8 1/2".1'-0" 6'-6 1/2" 11'-3 5/8" 5'-11 1/2" . 4'-8" 4 1/2" 7'-0" . 5'-8 5/8" KITCHEN TYPE 2C BATH TYPE 1A BATH TYPE 4B KITCHEN TYPE 8A BATH TYPE 1A BATH TYPE 4.1A KITCHEN TYPE 2C BATH TYPE 5B BATH TYPE 1A KITCHEN TYPE 7D BATH TYPE 2C BATH TYPE 2D KITCHEN TYPE 5A BATH TYPE 5C 5'-11 1/2" . 4'-8" . 7'-0" . 5'-8 5/8" 1'-1 7/8"7'-9 3/4" 10 003 A 06 001 A 10 003 A W1D W2A W2A 1B 9'-7 3/4" 6'-0".2'-0" .3'-7 1/4".3'-4" BATH TYPE 1E 2 A308 4 A308 3 A309 W11B W11B W14 W11D W11D W11D W14 W11D W11D 1B T04 010 A T02 008 F T02 F008 5 A308 W11B W14 T02 F008 P12 23B 23B NORTH STAIR 10'-0" .28'-4 1/8".40'-7 3/8".38'-7" 21'-9 1/8".21'-6 7/8" 49'-11 1/8" 8'-2 1/2" 10'-1 1/8" 3'-1 3/4" 43'-1 3/8" . 46'-7 7/8" 9'-4 1/2" 19'-9 3/8".4'-7 5/8".18'-3 1/4" P14 UNIT B3 426 UNIT D8 427 UNIT D9 428 UNIT D10 429 UNIT D11 430 1 HOUR RATED WALL ASSEMBLY ADJACENT TO PROPERTY LINE 1 1 W11B W14 W11C W11C 10'-0" 10'-0" A510 3 Sim A510 3 Sim A510 3 Sim A510 3 Sim A510 3 Sim A510 2 Sim A510 2 Sim 9 A428 21'-5 1/8" ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" 4TH FLOOR NORTH ENLARGED PLAN A420 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT PLAN KEYNOTES P1STANDBY GENERATOR P2CONCRETE FILLED STEEL BOLLARD(S), SEE DETAIL X/A500 P3ACCESS VEHICLE CONTROL BARRIER GATE, LIFTMASTER MAT W/ 10FT ARM P4STORAGE LOCKERS P5TRASH COMPACTOR, MINI-MAC MODEL BY MARATHON 5A P6TRASH COMPACTOR TRASH BIN, MINI MAC MODEL BY MARATHON 5A P7FDC CONNECTION, SEE FIRE PROTECTION DWGS P8PATIO, CONCRETE PLINTH W/ PLANTERS & PRECAST CONCRETE BENCHES, SEE LANDSCAPE DRWGS P9WOOD SLAT FENCE P10PAINTED STEEL + GLASS CANOPY P11RECYCLING CHUTE WITH 15% PADDED OFFSET @ BOTTOM BY CHUTES INTERNATIONAL P12RECESSED FIRE EXTINGUISHER CABINET W/GLASS DOOR P13REAR DRAIN TOILET, Units 211-216 only P14CUSTOM MILLWORK RECESSED SHELF AT TYPE 5C BATHROOMS ONLY, SEE SHEET 5B/A602 P15FACTORY PAINTED ALUMINUM SUN SCREEN LOUVERS P16ROOF DECK DRAIN, SEE PLUMBING DRWGS P17PAINTED STEEL GUARDRAIL P18GENERATOR EXHAUST SHAFT, SEE MECH. DWGS P19MIN. 24" WIDE ALUM. OR GALV. STL. LADDER (U200 BY UPNOVR OR SIMILAR) P20SURFACE MOUNTED FIRE EXTINGUISHER CABINET W/ GLASS DOOR P21INTERIOR WINDOW, SEE WINDOW SCHEDULE P22ALL COLUMNS TO BE 3HR FIRE RATED SEE DETAILS ON SHEET A510 P23MANIFOLD/WATER METER WALL-MOUNTED 30"x30" PTD ACCESS PANEL, FRAMELESS, BOTTOM SILL MOUNTED AT 9" A.F.F. IN ALL BATHROOMS (BEHIND DOOR SWING), HALLWAYS (CENTERED ON WALL) AND CLOSET (AT CORNER) LOCATIONS. TYPICAL UNITS SHOWN AT 2ND FLOOR ENLARGED PLAN. ANY CONFLICTS TO BE COORDINATED WITH ARCHITECT. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 OS SD SD SD OS PS SD /1 A416_R UB UB UC UV US UV UH UK UK UK UE UH UH UH UH UB UB UH UK US UVUB UB UH UK US UV UE UB UB US UV UB UB US UB UB UB UB US US UC UK UK UE UV UH UH UH UH UV UP UP UP UP UBUB UH UH UK UK UC UE UK UK UB UB UB UB UC US UC UHUE UH UV UK UK UV UV SEE ID419_R E2E2 E2 E2 SEE ELEC. & MECH. DWGS NORTH STAIR NORTH CORRIDOR 439 REFER TO UNIT 229 FOR DIMENSIONS REFER TO UNIT 230 FOR DIMENSIONS REFER TO UNIT 228 FOR DIMENSIONS REFER TO UNIT 227 FOR DIMENSIONS UNIT D9 428 UNIT D8 427 UNIT D11 430 UNIT D10 429 UNIT B3 426 UNIT D12 431 REFER TO UNIT 231 FOR DIMENSIONS REFER TO UNIT 226 FOR DIMENSIONS 1. FOR OFFSETS OF SHAFT RISERS, PROVIDE CONTINUOUS 2HR RATED GWB ENCLOSURES ON ALL SIDES, FOR LOCATION SEE MECHANICAL DWGS. 2. ALL CONDUIT FOR CEILING MOUNTED FIXTURES OR DEVICES IN AREAS WITH EXPOSED CONCRETE CEILINGS SHALL BE CAST IN CONCRETE SLAB FOR CONCEALMENT. CONDUIT FOR FLOOR MOUNTED POWER, PHONE AND DATA RECEPTACLES SHALL BE CAST IN SLAB AS REQ'D. 3. PROVIDE CONTROL JOINTS IN SUSPENDED GYPSUM BOARD CEILING AS SHOWN AND/OR AS REQ'D BY CEILING CONSTRUCTION. LOCATIONS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. ALIGN WALL & CEILING CONTROL JOINTS WHERE POSSIBLE. 4. CONTRACTOR SHALL PROVIDE ACCESS PANELS IN SUSPENDED GYP BOARD CEILING AS SHOWN ON ARCH & MEP DRAWINGS AND/OR AS REQ'D TO SERVICE MEP/FP SYSTEMS & EQUIPMENT. LOCATIONS NOT SHOWN ON ARCH OR MEP DRAWINGS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. 5. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS, ETC. FOR ALL CEILING MOUNTED ACCESS PANELS, CEILING TRIM, LIGHT FIXTURES, WINDOW TREATMENTS & OTHER EQUIPMENT OR DEVICES AS REQ'D. 6. REFER TO ARCH. DRAWINGS FOR LIGHT FIXTURES LOCATIONS. 7. REFER TO MECH. DRAWINGS FOR LOCATION & SIZE OF HVAC DUCTS & DIFFUSERS. 8. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPE, SWITCHING & LAMPING. 9. REFER TO INTERIOR DRAWINGS FOR ADD'L CEILING FINISH INFORMATION 10. INSTALL ALL INSULATION PER MANUFACTURER'S INSTRUCTIONS. CONTRACTOR TO HAVE INSTRUCTIONS AVAILABLE FOR INSPECTION. 11. SPRINKLERS TO BE ORTHOGONALLY ALIGNED WITH AND EQUALLY SPACED BETWEEN OTHER BUILDING ELEMENTS (I.E. LIGHTS, DIFFUSERS, DOORWAYS, CEILINGS, BULKHEADS) AND EVENLY SPACED AND ALIGNED WITH EACH OTHER. CONFIRM ALL LOCATIONS W/ ARCHITECT PRIOR TO INSTALLATION. RECESSED LIGHT FIXTURE COVE LIGHT / ART WALL WASH (ACLC) - V.I.F. RECESSED STRIP LIGHT W/ LENS, FACING SIDE (CLC) - V.I.F. SURFACE MOUNT DOWNLIGHT WALL SCONCE SPEAKER - SEE AV DWGS FOR TYPES (FINISH TO MATCH ADJACENT CLG. OR WALL, U.N.O.) SPEAKER/STROBE - SEE ELEC. DWGS OCCUPANCY SENSOR SEE ELEC. DWGS PHOTO SENSOR - SEE ELEC. DWGS EXIT SIGN - SEE ELEC. DWGS SMOKE DETECTOR - SEE ELEC. DWGS CENTERLINE RETURN - SEE MECH. DWGS EXHAUST/SUPPLY - SEE MECH. DWGS PS OS SD RCP LEGEND RCP GRAPHIC KEY RCP GENERAL NOTES EXPOSED CONCRETE CEILING SLAB 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-4 1/2" AFF 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-0" AFF SURFACE MOUNT DOWNLIGHT, WET LOCATION PENDANT 1/2" GYPSUM BOARD CEILING, PTD. (U.N.O.); HT 7'-10" AFF ELEC. PANEL - SEE ELEC. DWGS TELECOM PANEL - SEE ELEC. DWGS INTERCOM - SEE ELEC. DWGS ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATE DESCRIPTION N 1/4" = 1'-0" 4TH FLOOR NORTH ENLARGED RCP A420_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020 PERMIT SET 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET ADJUSTED PER ARCH. BACKGROUND CHANGES. ACCESS PANELS, SMOKE DETECTORS, OCCUPANCY SENSORS ADDED FOR CLARIFICATION. 1 1 1 1 1 1 1 1 1 ALL INTERCOM PANELS REMOVED. 1 UV US US UV ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN 8 A427 7 A427 /1A422 /1A425 /1A424 /1A424 6 A427 T01 007 A T01 007 A T01 007 A T01 007 A T01 007 A T01 007 A T05 011 A 9 A427 12 A428 13 A428 13 005 B 06 001 A 07 003 C 10 003 A 10 003 A 05 002 E 06 001 A 17 006 D07 003 C 09 003 A 01 001 A 10 003 A 06 001 A 10 003 A 04 002 E W2B W2A W2A W1DW2A W2B W2A W2A W2A W2A W2A W2B W1D W2A W2A W2A W2A W2A W1D 06 001 A 13 005 B 07 003 C 16 006 D W1D W2B W2A W2A W2B W2A W2A 1B 5'-6 1/8" 6'-0".3'-5 7/8".2'-0".3'-5".12'-1 5/8" 2'-0".11'-11 3/8" 5'-6 1/8" .8'-11 1/2".2'-0" 9'-11".9'-7".2'-0" 2'-0".4'-1 1/4".6'-0" 5'-6" . 1'-0" 3'-4 7/8" . 2'-8 1/4" 5'-6".2'-0".11'-6 1/4".3'-0". 7'-0".3'-5" 3'-0".12'-3 1/4".9'-7 3/4" 6'-0".2'-0" 2'-6".3'-4".3'-7 1/4".3'-4" 12'-2 1/8" W2A W2A W2A W2A W2B 14 005 B 06 001 A 07 003 C 10 003 A 5'-2".3'-0".3'-1"5'-10 1/2" 11'-0 1/8".3'-8 5/8".10'-0" 8 1/4" 10'-4 3/4" W2A W2A W2A W2A W2B 14 005 B 06 001 A 07 003 C 10 003 A 5'-2".3'-0".3'-1"5'-10 1/2" 11'-0".3'-8 5/8".10'-0" 5'-5 7/8".2'-0" 8 1/4" 3'-1" 10'-4 3/4" 2'-0" W2A 1B 1B 2'-0" 1B 1B 10 003 A 07 003 C W2A W2A W2A 5'-2 3/4". 2'-7 5/8" 6'-6 1/2".3'-0".6'-9 1/2" 06 001 A 07 003 C 13 005 B 16 006 D W1D W2A W2B W2AW2A W2A W2B W2A 2'-0" . 4'-0" . 6'-0" 3'-0 3/4" 3'-4 1/8" 1'-0" . 5'-6" 9'-11".9'-7".2'-0" 5'-3 1/4".4'-6 5/8"5'-5 1/8"2'-10"6'-10"2'-7" W1D 2'-0" . 9'-6" . BATH TYPE 1A KITCHEN TYPE 3A BATH TYPE 1A BATH TYPE 1E BATH TYPE 2E KITCHEN TYPE 2C BATH TYPE 1A KITCHEN TYPE 3A BATH TYPE 7A KITCHEN TYPE 8B 5'-2 1/2"5'-5 1/8"4'-6 5/8"3'-10 1/2"2'-10".2'-7" 5'-2 1/2"5'-5 1/8"4'-6 5/8"3'-10 1/2"2'-10".2'-7" W2A W2B 03 002 E W2B KITCHEN TYPE 2C KITCHEN TYPE 2C S21 S21 4 A309 3 A309 W26 W26 W14 W14 1B 1D W14 W11B W14 W14 1B W14 W14W14 NORTH CORRIDOR 539 T04 010 A T04 010 A T02 008 F T06 011 A ELEC/DATA 537 T06 011 A W11C W11C W11CW11C W11C W11C W14 W11D W11D W11D W11B W14 TRASH ROOM 535 W11D W11C T02 F008 P12 P12 23B 23B 23B 23B 23B 23B CENTRAL STAIR NORTH STAIR 10'-0" 7'-7"4'-0 3/4" 1'-4 5/8" 2'-8 5/8" 18'-4 1/8"58'-8 1/4"4'-8 3/4". 8'-2 1/2" 10'-1 1/8" 3'-2 3/8" 4'-10 3/8"20'-1 3/4" .4'-10 3/8".39'-1"10'-6 1/2". 9'-4 1/2" 25'-10" . 11'-9 7/8" . 11'-9" UNIT C1 501 UNIT D14 527 UNIT D12 531 UNIT A11 532 UNIT A12 533 UNIT C2 534 ELEV 2 ELEV 1 P21 W11B W11B W14 SOUTH CORRIDOR 540 1 P21 1 A510 2 Sim 8'-5 1/4" 16'-1 5/8" ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" 5TH FLOOR CORE ENLARGED PLAN A421 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT PLAN KEYNOTES P1STANDBY GENERATOR P2CONCRETE FILLED STEEL BOLLARD(S), SEE DETAIL X/A500 P3ACCESS VEHICLE CONTROL BARRIER GATE, LIFTMASTER MAT W/ 10FT ARM P4STORAGE LOCKERS P5TRASH COMPACTOR, MINI-MAC MODEL BY MARATHON 5A P6TRASH COMPACTOR TRASH BIN, MINI MAC MODEL BY MARATHON 5A P7FDC CONNECTION, SEE FIRE PROTECTION DWGS P8PATIO, CONCRETE PLINTH W/ PLANTERS & PRECAST CONCRETE BENCHES, SEE LANDSCAPE DRWGS P9WOOD SLAT FENCE P10PAINTED STEEL + GLASS CANOPY P11RECYCLING CHUTE WITH 15% PADDED OFFSET @ BOTTOM BY CHUTES INTERNATIONAL P12RECESSED FIRE EXTINGUISHER CABINET W/GLASS DOOR P13REAR DRAIN TOILET, Units 211-216 only P14CUSTOM MILLWORK RECESSED SHELF AT TYPE 5C BATHROOMS ONLY, SEE SHEET 5B/A602 P15FACTORY PAINTED ALUMINUM SUN SCREEN LOUVERS P16ROOF DECK DRAIN, SEE PLUMBING DRWGS P17PAINTED STEEL GUARDRAIL P18GENERATOR EXHAUST SHAFT, SEE MECH. DWGS P19MIN. 24" WIDE ALUM. OR GALV. STL. LADDER (U200 BY UPNOVR OR SIMILAR) P20SURFACE MOUNTED FIRE EXTINGUISHER CABINET W/ GLASS DOOR P21INTERIOR WINDOW, SEE WINDOW SCHEDULE P22ALL COLUMNS TO BE 3HR FIRE RATED SEE DETAILS ON SHEET A510 P23MANIFOLD/WATER METER WALL-MOUNTED 30"x30" PTD ACCESS PANEL, FRAMELESS, BOTTOM SILL MOUNTED AT 9" A.F.F. IN ALL BATHROOMS (BEHIND DOOR SWING), HALLWAYS (CENTERED ON WALL) AND CLOSET (AT CORNER) LOCATIONS. TYPICAL UNITS SHOWN AT 2ND FLOOR ENLARGED PLAN. ANY CONFLICTS TO BE COORDINATED WITH ARCHITECT. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 OS OS OS SD SD SD SD SD SD OS SD OS PS SD /1A422_R /1A425_R /1A424_R UH UK UH UB UV UE US UH UH UH UK UB UV US UV UKUKUK UH UB UH UV US UB UB US UE UB US UV UE UBUB UH UK UK UK UH UH UH UH UH UE UH US UH UHUH UB UB UV UK UK UK EQEQ EQEQ 2'-0"2'-0" UE UH UH UH UK UK UP UP EQ2 8"2'-0" UE UH UH SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS SEE ELEC. & MECH. DWGS SEE ID411_R SEE ELEC. & MECH. DWGS E2 E2 NORTH STAIR ELEVATOR LOBBY 538 NORTH CORRIDOR 539 TRASH ROOM 535 CENTRAL STAIR SOUTH CORRIDOR 540 ELEC/DATA 537 UNIT D14 527 UNIT D12 531 UNIT A11 532 UNIT A12 533 UNIT C1 501 UNIT C2 534 REFER TO UNIT 232 FOR DIMENSIONS REFER TO UNIT 233 FOR DIMENSIONS REFER TO UNIT 234 FOR DIMENSIONS REFER TO UNIT 201 FOR DIMENSIONS REFER TO UNIT 231 FOR DIMENSIONS 1. FOR OFFSETS OF SHAFT RISERS, PROVIDE CONTINUOUS 2HR RATED GWB ENCLOSURES ON ALL SIDES, FOR LOCATION SEE MECHANICAL DWGS. 2. ALL CONDUIT FOR CEILING MOUNTED FIXTURES OR DEVICES IN AREAS WITH EXPOSED CONCRETE CEILINGS SHALL BE CAST IN CONCRETE SLAB FOR CONCEALMENT. CONDUIT FOR FLOOR MOUNTED POWER, PHONE AND DATA RECEPTACLES SHALL BE CAST IN SLAB AS REQ'D. 3. PROVIDE CONTROL JOINTS IN SUSPENDED GYPSUM BOARD CEILING AS SHOWN AND/OR AS REQ'D BY CEILING CONSTRUCTION. LOCATIONS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. ALIGN WALL & CEILING CONTROL JOINTS WHERE POSSIBLE. 4. CONTRACTOR SHALL PROVIDE ACCESS PANELS IN SUSPENDED GYP BOARD CEILING AS SHOWN ON ARCH & MEP DRAWINGS AND/OR AS REQ'D TO SERVICE MEP/FP SYSTEMS & EQUIPMENT. LOCATIONS NOT SHOWN ON ARCH OR MEP DRAWINGS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. 5. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS, ETC. FOR ALL CEILING MOUNTED ACCESS PANELS, CEILING TRIM, LIGHT FIXTURES, WINDOW TREATMENTS & OTHER EQUIPMENT OR DEVICES AS REQ'D. 6. REFER TO ARCH. DRAWINGS FOR LIGHT FIXTURES LOCATIONS. 7. REFER TO MECH. DRAWINGS FOR LOCATION & SIZE OF HVAC DUCTS & DIFFUSERS. 8. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPE, SWITCHING & LAMPING. 9. REFER TO INTERIOR DRAWINGS FOR ADD'L CEILING FINISH INFORMATION 10. INSTALL ALL INSULATION PER MANUFACTURER'S INSTRUCTIONS. CONTRACTOR TO HAVE INSTRUCTIONS AVAILABLE FOR INSPECTION. 11. SPRINKLERS TO BE ORTHOGONALLY ALIGNED WITH AND EQUALLY SPACED BETWEEN OTHER BUILDING ELEMENTS (I.E. LIGHTS, DIFFUSERS, DOORWAYS, CEILINGS, BULKHEADS) AND EVENLY SPACED AND ALIGNED WITH EACH OTHER. CONFIRM ALL LOCATIONS W/ ARCHITECT PRIOR TO INSTALLATION. RECESSED LIGHT FIXTURE COVE LIGHT / ART WALL WASH (ACLC) -V.I.F. RECESSED STRIP LIGHT W/ LENS, FACING SIDE (CLC) -V.I.F. SURFACE MOUNT DOWNLIGHT WALL SCONCE SPEAKER -SEE AV DWGS FOR TYPES (FINISH TO MATCH ADJACENT CLG. OR WALL, U.N.O.) SPEAKER/STROBE -SEE ELEC. DWGS OCCUPANCY SENSOR SEE ELEC. DWGS PHOTO SENSOR -SEE ELEC. DWGS EXIT SIGN -SEE ELEC. DWGS SMOKE DETECTOR -SEE ELEC. DWGS CENTERLINE RETURN -SEE MECH. DWGS EXHAUST/SUPPLY -SEE MECH. DWGS PS OS SD RCP LEGEND RCP GRAPHIC KEY RCP GENERAL NOTES EXPOSED CONCRETE CEILING SLAB 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-4 1/2" AFF 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-0" AFF SURFACE MOUNT DOWNLIGHT, WET LOCATION PENDANT 1/2" GYPSUM BOARD CEILING, PTD. (U.N.O.); HT 7'-10" AFF ELEC. PANEL -SEE ELEC. DWGS TELECOM PANEL -SEE ELEC. DWGS INTERCOM -SEE ELEC. DWGS ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" 5TH FLOOR CORE ENLARGED RCP A421_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET ADJUSTED PER ARCH. BACKGROUND CHANGES. ACCESS PANELS, SMOKE DETECTORS, OCCUPANCY SENSORS ADDED FOR CLARIFICATION. 1 1 1 1 1 1 1 1 ALL INTERCOM PANELS REMOVED. 1 ALIGN ALIGN ALIGN ALIGN ALIGN /1A421 /1A423 T01 007 A T01 007 A T01 007 A T01 007 A T01 007 A T01 007 A T01 007 A T01 007 A T04 010 A T07 011 A 14 A428 15 A428 07 003 C 06 001 A 01 001 A 11 004 A 06 001 A 01 001 A 10 003 A 14 005 B 10 003 A 07 003 C 01 001 A 01 001 A W2A W2A W2A W2A W2B W2A W2A W2A W2B W14 W14 W1D W2A W2B W2B W2A 16 006 D 06 001 A 12 005 B 07 003 C W2A W2B W1D W2A W2B W2A W2A 16 006 D 12 005 B 06 001 A 07 003 C W2B W2A W1D W2A W2B W2A W2A 06 001 A 11 004 A 07 003 C 16 006 D W2B W2A W2A W2B W2A 1B 9'-11".8'-11 1/2".2'-0" 2'-7" . 2'-10" 3'-10 1/2" 3'-10 1/2" 4'-9" 5'-1 7/8" 6'-0 1/8".4'-1 3/8".2'-0" 5'-6".1'-0"3'-4 7/8".2'-8 1/4" 2'-0" . 8'-11 3/8" . 9'-11" 5'-2 5/8".3'-10 1/2"4'-9"2'-10"6'-9 7/8"2'-7" W2A 2'-0".4'-0 1/8".6'-0" 2'-0" . 10'-5 1/2" . 6'-0 1/4" 4'-3 7/8".2'-10"3'-5 1/2"2'-7" 3'-0 3/4"3'-4 1/4"1'-0".5'-6" 2'-0".10'-2 3/4" W1C 5'-4 5/8".5'-9 1/8".9'-11".3'-0" 9'-3 1/2" 5'-6" 6'-0".3'-8" 3'-0".6'-8".3'-0" 11'-8 1/4".12'-3".2'-0".. 3'-9 3/4".3'-0".6'-6"3'-1". 7'-0" 3'-0" . 2'-0" 11'-10" 14 005 B 10 003 A 01 001 A 07 003 C 06 001 A 01 001 A 11 004 A 06 001 A W2A W2A W2A W2A W2B W1D W1C W2A 1B 3'-0".6'-8".3'-0" 3'-0".9'-11".5'-6 3/4".5'-4 1/2" 3'-8" . 6'-0" 5'-6" 9'-3 1/2" 06 001 A 11 004 A 01 001 A 06 001 A 09 003 A 16 006 D 07 003 C 01 001 A W2B W2A W1D W2A W2A W2A W2A W1D W2A W2B 3'-0".9'-11".11'-0" 6'-0" . 3'-8" . 2'-0" 3'-0" 2'-6".7'-0 1/2".3'-8".6'-11 1/2" 2'-0".12'-3".11'-5 3/4" 2'-0".12'-3".11'-5 3/4" W2A W1C 17 006 D BATH TYPE 1B KITCHEN TYPE 3A BATH TYPE 2A BATH TYPE 1A KITCHEN TYPE 2C BATH TYPE 1A KITCHEN TYPE 3A KITCHEN TYPE 3A BATH TYPE 1A BATH TYPE 1A BATH TYPE 2A KITCHEN TYPE 7A BATH TYPE 1A BATH TYPE 5B KITCHEN TYPE 2C W2A W2A W2A W2B W2A 06 001 A 16 006 D 12 005 B 07 003 C W1D W2B W2A W2A W2A W2A W2B 9'-11".8'-11 3/8".2'-0" 2'-7" 8'-9" 2'-10" . 3'-5" . 5'-1 1/2" 6'-0".4'-4 1/2".2'-0" 5'-6".1'-0"3'-4 1/4"3'-0 3/4" BATH TYPE 1A KITCHEN TYPE 3A 2'-7 1/2".3'-4 1/2"1'-0".5'-6" W1D 2'-0" KITCHEN TYPE 7B BATH TYPE 2.1B 5'-6" . 6'-0" 2 A310 3 A303 2 A303 W14B W14 W11B W14 W11B W11B W14 W14 W11D W11D W11B W11D 1B T02 008 F T02 F008 T02 F008 T02 F008 3 A302 3 A311 W15 W11C W11C W11C W11C W11C W11C W11C W11C W11C W11C W11D W11C W11C TELECOM 536 W11C P12 P12 W11D W11C W11B 23B 23B 23B 23B 23B 23B 23B EAST STAIR 1" 10'-4 3/4" 10'-9 3/8" 10'-2 3/4" 10'-1" 3 1/2" 28'-7".35'-3 5/8" 20'-11 5/8" . 24'-9 7/8" 42'-9 3/8"9'-5 1/2"42'-10 5/8" 20'-11 5/8" . 41'-1 3/4" 8'-0" 4'-7 1/2" . 5'-0 3/8" 20'-4 1/4"6'-0 1/4"2'-0 3/4" .11'-9 3/4".11'-9 1/4".11'-11".11'-7 1/4".4'-8 7/8" UNIT A1 502 UNIT A2 503UNIT A3 504 UNIT A4 505 UNIT D1 506 UNIT D2 507 UNIT D3 508 UNIT B1 509 1 HOUR RATED WALL ASSEMBLY ADJACENT TO PROPERTY LINE 1 HOUR RATED WALL ASSEMBLY ADJACENT TO PROPERTY LINE 1 HOUR RATED WALL ASSEMBLY ADJACENT TO PROPERTY LINE 1 1 1 1 W11B 1 5'-10 3/4" 4'-7 5/8" A510 9 Sim A510 9 Sim A510 9 Sim A510 9 Sim 36'-10 1/2" 2'-4 1/2" ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" 5TH FLOOR EAST ENLARGED PLAN A422 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT PLAN KEYNOTES P1STANDBY GENERATOR P2CONCRETE FILLED STEEL BOLLARD(S), SEE DETAIL X/A500 P3ACCESS VEHICLE CONTROL BARRIER GATE, LIFTMASTER MAT W/ 10FT ARM P4STORAGE LOCKERS P5TRASH COMPACTOR, MINI-MAC MODEL BY MARATHON 5A P6TRASH COMPACTOR TRASH BIN, MINI MAC MODEL BY MARATHON 5A P7FDC CONNECTION, SEE FIRE PROTECTION DWGS P8PATIO, CONCRETE PLINTH W/ PLANTERS & PRECAST CONCRETE BENCHES, SEE LANDSCAPE DRWGS P9WOOD SLAT FENCE P10PAINTED STEEL + GLASS CANOPY P11RECYCLING CHUTE WITH 15% PADDED OFFSET @ BOTTOM BY CHUTES INTERNATIONAL P12RECESSED FIRE EXTINGUISHER CABINET W/GLASS DOOR P13REAR DRAIN TOILET, Units 211-216 only P14CUSTOM MILLWORK RECESSED SHELF AT TYPE 5C BATHROOMS ONLY, SEE SHEET 5B/A602 P15FACTORY PAINTED ALUMINUM SUN SCREEN LOUVERS P16ROOF DECK DRAIN, SEE PLUMBING DRWGS P17PAINTED STEEL GUARDRAIL P18GENERATOR EXHAUST SHAFT, SEE MECH. DWGS P19MIN. 24" WIDE ALUM. OR GALV. STL. LADDER (U200 BY UPNOVR OR SIMILAR) P20SURFACE MOUNTED FIRE EXTINGUISHER CABINET W/ GLASS DOOR P21INTERIOR WINDOW, SEE WINDOW SCHEDULE P22ALL COLUMNS TO BE 3HR FIRE RATED SEE DETAILS ON SHEET A510 P23MANIFOLD/WATER METER WALL-MOUNTED 30"x30" PTD ACCESS PANEL, FRAMELESS, BOTTOM SILL MOUNTED AT 9" A.F.F. IN ALL BATHROOMS (BEHIND DOOR SWING), HALLWAYS (CENTERED ON WALL) AND CLOSET (AT CORNER) LOCATIONS. TYPICAL UNITS SHOWN AT 2ND FLOOR ENLARGED PLAN. ANY CONFLICTS TO BE COORDINATED WITH ARCHITECT. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 SD OS OS SD SD SD SD OS PS SD /1A421_R /1A423_R UBUB UB UV USUC UV US UB UB UHUH UH UK UK UK UE UHUH UKUK UE UHUHUB UC UV UB UB UBUB US UH UB UB UK UK UKUH UE UH UE UB UB UB UB UHUH UKUK UH US UV UBUC US UV UHUH UK UB UV UE US UB UB UH UK UH UH US UV UV US UV U UK UV UP UP UPUP UH UHUH UK UBUH UV UE US UH UH UHUH UK UBUH UV UH UE US UH SEE ELEC. & MECH. DWGS E2E2 E2E2 SEE ELEC. & MECH. DWGS EAST STAIR UNIT A1 502 UNIT A2 503 UNIT A3 504 UNIT A4 505 UNIT D1 506 UNIT D2 507 UNIT B1 509 UNIT D3 508 TELECOM 536 SOUTH CORRIDOR 540 REFER TO UNIT 206 FOR DIMENSIONS REFER TO UNIT 207 FOR DIMENSIONS REFER TO UNIT 208 FOR DIMENSIONS REFER TO UNIT 209 FOR DIMENSIONS REFER TO UNIT 202 FOR DIMENSIONS REFER TO UNIT 203 FOR DIMENSIONS REFER TO UNIT 204 FOR DIMENSIONS REFER TO UNIT 205 FOR DIMENSIONS 1. FOR OFFSETS OF SHAFT RISERS, PROVIDE CONTINUOUS 2HR RATED GWB ENCLOSURES ON ALL SIDES, FOR LOCATION SEE MECHANICAL DWGS. 2. ALL CONDUIT FOR CEILING MOUNTED FIXTURES OR DEVICES IN AREAS WITH EXPOSED CONCRETE CEILINGS SHALL BE CAST IN CONCRETE SLAB FOR CONCEALMENT. CONDUIT FOR FLOOR MOUNTED POWER, PHONE AND DATA RECEPTACLES SHALL BE CAST IN SLAB AS REQ'D. 3. PROVIDE CONTROL JOINTS IN SUSPENDED GYPSUM BOARD CEILING AS SHOWN AND/OR AS REQ'D BY CEILING CONSTRUCTION. LOCATIONS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. ALIGN WALL & CEILING CONTROL JOINTS WHERE POSSIBLE. 4. CONTRACTOR SHALL PROVIDE ACCESS PANELS IN SUSPENDED GYP BOARD CEILING AS SHOWN ON ARCH & MEP DRAWINGS AND/OR AS REQ'D TO SERVICE MEP/FP SYSTEMS & EQUIPMENT. LOCATIONS NOT SHOWN ON ARCH OR MEP DRAWINGS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. 5. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS, ETC. FOR ALL CEILING MOUNTED ACCESS PANELS, CEILING TRIM, LIGHT FIXTURES, WINDOW TREATMENTS & OTHER EQUIPMENT OR DEVICES AS REQ'D. 6. REFER TO ARCH. DRAWINGS FOR LIGHT FIXTURES LOCATIONS. 7. REFER TO MECH. DRAWINGS FOR LOCATION & SIZE OF HVAC DUCTS & DIFFUSERS. 8. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPE, SWITCHING & LAMPING. 9. REFER TO INTERIOR DRAWINGS FOR ADD'L CEILING FINISH INFORMATION 10. INSTALL ALL INSULATION PER MANUFACTURER'S INSTRUCTIONS. CONTRACTOR TO HAVE INSTRUCTIONS AVAILABLE FOR INSPECTION. 11. SPRINKLERS TO BE ORTHOGONALLY ALIGNED WITH AND EQUALLY SPACED BETWEEN OTHER BUILDING ELEMENTS (I.E. LIGHTS, DIFFUSERS, DOORWAYS, CEILINGS, BULKHEADS) AND EVENLY SPACED AND ALIGNED WITH EACH OTHER. CONFIRM ALL LOCATIONS W/ ARCHITECT PRIOR TO INSTALLATION. RECESSED LIGHT FIXTURE COVE LIGHT / ART WALL WASH (ACLC) -V.I.F. RECESSED STRIP LIGHT W/ LENS, FACING SIDE (CLC) -V.I.F. SURFACE MOUNT DOWNLIGHT WALL SCONCE SPEAKER -SEE AV DWGS FOR TYPES (FINISH TO MATCH ADJACENT CLG. OR WALL, U.N.O.) SPEAKER/STROBE -SEE ELEC. DWGS OCCUPANCY SENSOR SEE ELEC. DWGS PHOTO SENSOR -SEE ELEC. DWGS EXIT SIGN -SEE ELEC. DWGS SMOKE DETECTOR -SEE ELEC. DWGS CENTERLINE RETURN -SEE MECH. DWGS EXHAUST/SUPPLY -SEE MECH. DWGS PS OS SD RCP LEGEND RCP GRAPHIC KEY RCP GENERAL NOTES EXPOSED CONCRETE CEILING SLAB 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-4 1/2" AFF 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-0" AFF SURFACE MOUNT DOWNLIGHT, WET LOCATION PENDANT 1/2" GYPSUM BOARD CEILING, PTD. (U.N.O.); HT 7'-10" AFF ELEC. PANEL -SEE ELEC. DWGS TELECOM PANEL -SEE ELEC. DWGS INTERCOM -SEE ELEC. DWGS ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" 5TH FLOOR EAST ENLARGED RCP A422_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET ADJUSTED PER ARCH. BACKGROUND CHANGES. ACCESS PANELS, SMOKE DETECTORS, OCCUPANCY SENSORS ADDED FOR CLARIFICATION. 1 1 11 1 1 1111 1 ALL INTERCOM PANELS REMOVED. 1 OS SD SEE ID413_R UV US UH UH ALIGN /1A422 T01 007 A T01 007 A T01 007 A T01 007 A T01 007 A T01 007 A T01 007 A T01 007 A 05 002 E 01 001 A 11 004 A 06 001 A 13 005 B 11 004 A 06 001 A W2B W2A W2A W2B W1D W2A W2A W2A W2A W2B 06 001 A 07 003 C 16 006 D W2B W2A W1D W2A W2A W2B W2A 16 006 D 16 006 D 13 005 B 06 001 A W2A W2B W1D W2A W2B W2A 16 006 D 06 001 A 13 005 B 07 003 C W2A W1D W2B W2A W2A W2A W2B 06 001 A 16 006 D 12 005 B 07 003 C W1D W2A W2B W2A W2A W2A W2B W2A 5'-6 1/8" 5'-6 1/8" 6'-6 1/8".5'-3 1/8".4'-0 1/2"6'-4" 2'-0" . 12'-10 1/2" . 9'-0" 4'-6 7/8" . 9'-11" . 9'-7 1/4" 4'-6".5'-6" 6'-0" 7'-0 7/8" 2'-0".10'-2".9'-11" 5'-2" . 5'-10 3/4" . 2'-10" 10'-5 3/4" 2'-7" 6'-0 5/8".4'-4 3/4".2'-0" 5'-6".1'-0"3'-4 1/2"3'-0 1/8" 2'-0".4'-0 3/4".6'-0" 2'-8 1/4".3'-4 5/8"1'-0".5'-6" 9'-11" . 10'-2" . 2'-0" 2'-7".2'-10"3'-10 1/2"4'-6 3/4"5'-5 1/4"5'-2 1/4" 6'-0".4'-0 5/8".2'-0" 2'-0".10'-2".9'-11" 5'-6".1'-0"3'-4 5/8"3'-0 3/4" 5'-3" . 4'-6 3/4" 5'-5 1/4" 2'-10" 6'-9 7/8" 2'-7" 07 003 C 2'-0".9'-5".9'-11" 5'-6".1'-0"3'-4 1/2"3'-0 3/4" 6'-0".4'-0 5/8".2'-0" 5'-2" . 3'-3 1/8" 5'-5 1/4" 2'-10" 6'-9 7/8" 2'-7" KITCHEN TYPE 4A BATH TYPE 2B BATH TYPE 1C KITCHEN TYPE 3A BATH TYPE 1A KITCHEN TYPE 3A BATH TYPE 1A KITCHEN TYPE 3A BATH TYPE 1A BATH TYPE 1A KITCHEN TYPE 3A W2B W2A 16 006 D 06 001 A 13 005 B 07 003 C W2A W1D W2B W2A W2A W2A W2B 2'-0".4'-0 3/4".6'-0" 2'-8 1/4".3'-4 5/8"1'-0".5'-6" 9'-11" . 10'-2" . 2'-0" 2'-7".2'-10"3'-10 1/2"4'-6 3/4"5'-5 1/4"5'-2 1/4" KITCHEN TYPE 3A BATH TYPE 1A 16 006 D 06 001 A 13 005 B 07 003 C W2A W1D W2B W2A W2A W2A W2B 2'-0".4'-0 3/4".6'-0" 2'-8 1/4".3'-4 5/8"1'-0".5'-6" 9'-11" . 10'-2" . 2'-0" 2'-7".2'-10"3'-10 1/2"4'-6 3/4"5'-5 1/4"5'-2 1/4" KITCHEN TYPE 3A BATH TYPE 1A 16 006 D 13 005 B 06 001 A W2A W2B W1D W2A W2B W2A 6'-0".4'-0 5/8".2'-0" 2'-0".10'-2".9'-11" 5'-6".1'-0"3'-4 5/8"3'-0 3/4" 5'-3" . 4'-6 3/4" 5'-5 1/4" 2'-10" 6'-9 7/8" 2'-7" 07 003 C KITCHEN TYPE 3A BATH TYPE 1A 5 A303 2 A304 3 A304 4 A304 7 A304 3 A305 6 A304 W14 1B W14 W14 W14 W14 W14 T04 010 A 1B W11C W11C W11C W11C W11C W11C W11C W11C W11C W11C W11C W11C W11C W11C W11C W11C W11C W11C W11C W11C W11C W11D P12 P12 P10 W11C W11C W11D W11D W11D 23B 23B 23B 23B 1 1/8" 0" 4'-7 1/2" . 39'-0 1/2" .11'-9 1/4".11'-9 5/8".11'-9 1/4".11'-9 5/8".11'-9 1/4".11'-9 5/8".11'-7 3/4".12'-7 1/2".10'-4 1/2" 7'-7"4'-0 3/4"93'-0 1/2"5'-0 3/8" 1'-4 5/8" UNIT D4 510 UNIT A5 511 UNIT A6 512 UNIT A7 513 UNIT A6 514 UNIT A7 515 UNIT A6 516 UNIT A8 517 SOUTH CORRIDOR 540 W1D W11C W11C W11C 8'-5 1/4" 36'-10 1/2" ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" 5TH FLOOR SOUTH ENLARGED PLAN A423 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT PLAN KEYNOTES P1STANDBY GENERATOR P2CONCRETE FILLED STEEL BOLLARD(S), SEE DETAIL X/A500 P3ACCESS VEHICLE CONTROL BARRIER GATE, LIFTMASTER MAT W/ 10FT ARM P4STORAGE LOCKERS P5TRASH COMPACTOR, MINI-MAC MODEL BY MARATHON 5A P6TRASH COMPACTOR TRASH BIN, MINI MAC MODEL BY MARATHON 5A P7FDC CONNECTION, SEE FIRE PROTECTION DWGS P8PATIO, CONCRETE PLINTH W/ PLANTERS & PRECAST CONCRETE BENCHES, SEE LANDSCAPE DRWGS P9WOOD SLAT FENCE P10PAINTED STEEL + GLASS CANOPY P11RECYCLING CHUTE WITH 15% PADDED OFFSET @ BOTTOM BY CHUTES INTERNATIONAL P12RECESSED FIRE EXTINGUISHER CABINET W/GLASS DOOR P13REAR DRAIN TOILET, Units 211-216 only P14CUSTOM MILLWORK RECESSED SHELF AT TYPE 5C BATHROOMS ONLY, SEE SHEET 5B/A602 P15FACTORY PAINTED ALUMINUM SUN SCREEN LOUVERS P16ROOF DECK DRAIN, SEE PLUMBING DRWGS P17PAINTED STEEL GUARDRAIL P18GENERATOR EXHAUST SHAFT, SEE MECH. DWGS P19MIN. 24" WIDE ALUM. OR GALV. STL. LADDER (U200 BY UPNOVR OR SIMILAR) P20SURFACE MOUNTED FIRE EXTINGUISHER CABINET W/ GLASS DOOR P21INTERIOR WINDOW, SEE WINDOW SCHEDULE P22ALL COLUMNS TO BE 3HR FIRE RATED SEE DETAILS ON SHEET A510 P23MANIFOLD/WATER METER WALL-MOUNTED 30"x30" PTD ACCESS PANEL, FRAMELESS, BOTTOM SILL MOUNTED AT 9" A.F.F. IN ALL BATHROOMS (BEHIND DOOR SWING), HALLWAYS (CENTERED ON WALL) AND CLOSET (AT CORNER) LOCATIONS. TYPICAL UNITS SHOWN AT 2ND FLOOR ENLARGED PLAN. ANY CONFLICTS TO BE COORDINATED WITH ARCHITECT. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 OSSD OS SD SD SD OS OS PS SD /1A422_R /1A424_R /1 A424_R UB UB UB UB UC UK UHUH UC US UE UH US UV UV UH UHUB UK UHUH US UE UV UK UH UH US UV UE UH UH UB UBUH UH UE US UV UHUH UK UE UH US UBUH UK UH UH UHUH UH UV UH UH UH UHUB UK UHUH US UE UV UH UH UK UHUB UK UHUH US UE UV UH UBUH UH UE US UV UHUH UKUH UH SEE ID415_R SOUTH CORRIDOR 540 UNIT A8 517 UNIT A6 516 UNIT A7 515 UNIT A6 514 UNIT A7 513 UNIT A6 512 UNIT A5 511 UNIT D4 510 REFER TO UNIT 217 FOR DIMENSIONS REFER TO UNIT 216 FOR DIMENSIONS REFER TO UNIT 215 FOR DIMENSIONS REFER TO UNIT 214 FOR DIMENSIONS REFER TO UNIT 213 FOR DIMENSIONS REFER TO UNIT 212 FOR DIMENSIONS REFER TO UNIT 211 FOR DIMENSIONS REFER TO UNIT 210 FOR DIMENSIONS 1. FOR OFFSETS OF SHAFT RISERS, PROVIDE CONTINUOUS 2HR RATED GWB ENCLOSURES ON ALL SIDES, FOR LOCATION SEE MECHANICAL DWGS. 2. ALL CONDUIT FOR CEILING MOUNTED FIXTURES OR DEVICES IN AREAS WITH EXPOSED CONCRETE CEILINGS SHALL BE CAST IN CONCRETE SLAB FOR CONCEALMENT. CONDUIT FOR FLOOR MOUNTED POWER, PHONE AND DATA RECEPTACLES SHALL BE CAST IN SLAB AS REQ'D. 3. PROVIDE CONTROL JOINTS IN SUSPENDED GYPSUM BOARD CEILING AS SHOWN AND/OR AS REQ'D BY CEILING CONSTRUCTION. LOCATIONS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. ALIGN WALL & CEILING CONTROL JOINTS WHERE POSSIBLE. 4. CONTRACTOR SHALL PROVIDE ACCESS PANELS IN SUSPENDED GYP BOARD CEILING AS SHOWN ON ARCH & MEP DRAWINGS AND/OR AS REQ'D TO SERVICE MEP/FP SYSTEMS & EQUIPMENT. LOCATIONS NOT SHOWN ON ARCH OR MEP DRAWINGS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. 5. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS, ETC. FOR ALL CEILING MOUNTED ACCESS PANELS, CEILING TRIM, LIGHT FIXTURES, WINDOW TREATMENTS & OTHER EQUIPMENT OR DEVICES AS REQ'D. 6. REFER TO ARCH. DRAWINGS FOR LIGHT FIXTURES LOCATIONS. 7. REFER TO MECH. DRAWINGS FOR LOCATION & SIZE OF HVAC DUCTS & DIFFUSERS. 8. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPE, SWITCHING & LAMPING. 9. REFER TO INTERIOR DRAWINGS FOR ADD'L CEILING FINISH INFORMATION 10. INSTALL ALL INSULATION PER MANUFACTURER'S INSTRUCTIONS. CONTRACTOR TO HAVE INSTRUCTIONS AVAILABLE FOR INSPECTION. 11. SPRINKLERS TO BE ORTHOGONALLY ALIGNED WITH AND EQUALLY SPACED BETWEEN OTHER BUILDING ELEMENTS (I.E. LIGHTS, DIFFUSERS, DOORWAYS, CEILINGS, BULKHEADS) AND EVENLY SPACED AND ALIGNED WITH EACH OTHER. CONFIRM ALL LOCATIONS W/ ARCHITECT PRIOR TO INSTALLATION. RECESSED LIGHT FIXTURE COVE LIGHT / ART WALL WASH (ACLC) -V.I.F. RECESSED STRIP LIGHT W/ LENS, FACING SIDE (CLC) -V.I.F. SURFACE MOUNT DOWNLIGHT WALL SCONCE SPEAKER -SEE AV DWGS FOR TYPES (FINISH TO MATCH ADJACENT CLG. OR WALL, U.N.O.) SPEAKER/STROBE -SEE ELEC. DWGS OCCUPANCY SENSOR SEE ELEC. DWGS PHOTO SENSOR -SEE ELEC. DWGS EXIT SIGN -SEE ELEC. DWGS SMOKE DETECTOR -SEE ELEC. DWGS CENTERLINE RETURN -SEE MECH. DWGS EXHAUST/SUPPLY -SEE MECH. DWGS PS OS SD RCP LEGEND RCP GRAPHIC KEY RCP GENERAL NOTES EXPOSED CONCRETE CEILING SLAB 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-4 1/2" AFF 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-0" AFF SURFACE MOUNT DOWNLIGHT, WET LOCATION PENDANT 1/2" GYPSUM BOARD CEILING, PTD. (U.N.O.); HT 7'-10" AFF ELEC. PANEL -SEE ELEC. DWGS TELECOM PANEL -SEE ELEC. DWGS INTERCOM -SEE ELEC. DWGS ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" 5TH FLOOR SOUTH ENLARGED RCP A423_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET ADJUSTED PER ARCH. BACKGROUND CHANGES. ACCESS PANELS, SMOKE DETECTORS, OCCUPANCY SENSORS ADDED FOR CLARIFICATION. 1 1 11111111 1 ALL INTERCOM PANELS REMOVED. 1 ALIGN ALIGN /1A421 T01 007 A T01 007 A 06 001 A 01 001 A 11 004 A 01 001 A 11 004 A 09 003 A 07 003 C 06 001 A 06 001 A 07 003 C 09 003 A 01 001 A 13 005 B 17 006 D W2B W2A W2A W1D W2A W14 W1D W2A W14 W1D W14B W2A W2A W2A W2A W2A W2A W1D 06 001 A 10 003 A 06 001 A 11 004 A 03 002 E 06 001 A 11 004 A 09 003 A 01 001 A 07 003 C W2A W2A W2A W2B W2A W2B W2A W2A W2A W1D 16 006 D 07 003 C 12 005 B 06 001 A W2A W2B W1D W2A W2A W2B W2A 2'-0".9'-5".9'-11" 3'-0".6'-2 1/8".9'-0".4'-9 1/4" 3'-2 1/2" . 10'-2 5/8" 2'-7 1/2" . 6'-11 1/2" 2'-0".11'-9 1/4" 5'-6"3'-1".2'-9 3/4" 3'-0" 3'-0".5'-6" 2'-1" 9 1/2" .6'-4"6'-4 1/4".5'-6" W2A 9'-0" 3'-2 1/2" . 1'-11 1/2" 3'-6".2'-9 1/2".2'-10" 3'-0".9'-11" 1'-0".5'-2" 6'-0" 2'-0" W1DW2A W1D W14 9'-11".2'-8 1/2" 2'-0".6'-2 3/4".3'-6 7/8"8 1/4" .2'-0" 2'-0" 4'-2 1/8" . 5'-5 1/2" 3'-5 1/2" 2'-10" . 7'-9" 2'-8 1/4" 2'-0" . 9'-6" . 9'-11" 5'-3 1/8".3'-11".2'-10"11'-10" 2'-11 1/4"3'-4"1'-0".5'-6 " 2'-0".4'-4 1/4".6'-0" 2'-8 1/4" 3'-1" 16 006 D 06 001 A 13 005 B 07 003 C W1D W2B W2A W2A W2A W2B W2A 9'-11".9'-6".2'-0" 6'-0".4'-1 1/4".2'-0" 5'-6".1'-0"3'-4 7/8".2'-8 1/4" 2'-7" . 2'-10" 3'-10 1/2" 4'-6 7/8" 5'-5 1/4" 5'-2 1/8" 16 006 D 07 003 C 13 005 B 06 001 A W2A W2B W2A W2A W2A W2B W2A W1D 2'-0".4'-0 5/8".6'-0" 2'-0" . 9'-6" . 9'-11" 3'-0 3/4"3'-4 3/4"1'-0".5'-6" 5'-2 7/8".4'-6 7/8"5'-5 3/8"2'-10"6'-10"2'-7" W2B BATH TYPE 2B BATH TYPE 3A KITCHEN TYPE 2C KITCHEN TYPE 3A BATH TYPE 1A BATH TYPE 1A KITCHEN TYPE 3A BATH TYPE 2B KITCHEN TYPE 6A BATH TYPE 1A BATH TYPE 1D KITCHEN TYPE 3A BATH TYPE 1A W2A KITCHEN TYPE 7E 2 A307 3 A307 T01 007 A T01 007 A T01 007 A T01 007 A W14 W14 W14 W11B W14 W11B W14 W14 T02 008 F 4 A306 W11D W11C W11D W11C W11C W11D W11C W11D W11C W11C W11C W11C W11C W11C 11D W11C W11D W11D W11C P12 23B 23B 23B 23B 2'-2 5/8" 5'-5 1/4" 10'-7" 12'-10 5/8" 21'-11 3/8" 12'-10 5/8" 24'-0 7/8". 4'-2"31'-11 5/8" 38'-9 7/8" . 4'-7" . 16'-4 3/4" 33'-3 7/8".21'-10 5/8" 25'-8 1/4".11'-8 1/8".11'-9 7/8".11'-9 1/2". UNIT D5 518 UNIT D13 520 UNIT B4 522 UNIT A15 523 UNIT A13 524 UNIT A14 525 1 HOUR RATED WALL ASSEMBLY ADJACENT TO PROPERTY LINE 1 1 W14 W11D W11D A510 9 Sim 9 1/8" 2'-0 1/2" ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" 5TH FLOOR WEST ENLARGED PLAN A424 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT PLAN KEYNOTES P1STANDBY GENERATOR P2CONCRETE FILLED STEEL BOLLARD(S), SEE DETAIL X/A500 P3ACCESS VEHICLE CONTROL BARRIER GATE, LIFTMASTER MAT W/ 10FT ARM P4STORAGE LOCKERS P5TRASH COMPACTOR, MINI-MAC MODEL BY MARATHON 5A P6TRASH COMPACTOR TRASH BIN, MINI MAC MODEL BY MARATHON 5A P7FDC CONNECTION, SEE FIRE PROTECTION DWGS P8PATIO, CONCRETE PLINTH W/ PLANTERS & PRECAST CONCRETE BENCHES, SEE LANDSCAPE DRWGS P9WOOD SLAT FENCE P10PAINTED STEEL + GLASS CANOPY P11RECYCLING CHUTE WITH 15% PADDED OFFSET @ BOTTOM BY CHUTES INTERNATIONAL P12RECESSED FIRE EXTINGUISHER CABINET W/GLASS DOOR P13REAR DRAIN TOILET, Units 211-216 only P14CUSTOM MILLWORK RECESSED SHELF AT TYPE 5C BATHROOMS ONLY, SEE SHEET 5B/A602 P15FACTORY PAINTED ALUMINUM SUN SCREEN LOUVERS P16ROOF DECK DRAIN, SEE PLUMBING DRWGS P17PAINTED STEEL GUARDRAIL P18GENERATOR EXHAUST SHAFT, SEE MECH. DWGS P19MIN. 24" WIDE ALUM. OR GALV. STL. LADDER (U200 BY UPNOVR OR SIMILAR) P20SURFACE MOUNTED FIRE EXTINGUISHER CABINET W/ GLASS DOOR P21INTERIOR WINDOW, SEE WINDOW SCHEDULE P22ALL COLUMNS TO BE 3HR FIRE RATED SEE DETAILS ON SHEET A510 P23MANIFOLD/WATER METER WALL-MOUNTED 30"x30" PTD ACCESS PANEL, FRAMELESS, BOTTOM SILL MOUNTED AT 9" A.F.F. IN ALL BATHROOMS (BEHIND DOOR SWING), HALLWAYS (CENTERED ON WALL) AND CLOSET (AT CORNER) LOCATIONS. TYPICAL UNITS SHOWN AT 2ND FLOOR ENLARGED PLAN. ANY CONFLICTS TO BE COORDINATED WITH ARCHITECT. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 SDSD OS OS PS SD /1A421_R UH UK UK UK UH UV US UE UBUB UBUB US UC UC UV UH UH UB UB UC UC UH US US UE UBUB UV UV UK US UV UB UK UH UH UE UHUH UH US UV UK UH UH UB UH UH UE UH UE UV UH UHUB UK UHUH US UH UK UH UK US UE UH UH UBUB UV UH UP UP UH UK UK UV SEE ID417_R (SIM) E2 UNIT A15 523 UNIT A13 524 UNIT A14 525 UNIT D5 518 SOUTH CORRIDOR 540 UNIT B4 522 UNIT D13 520 REFER TO UNIT 323 FOR DIMENSIONS REFER TO UNIT 218 FOR DIMENSIONS REFER TO UNIT 324 FOR DIMENSIONS REFER TO UNIT 423 FOR DIMENSIONS REFER TO UNIT 422 FOR DIMENSIONS REFER TO UNIT 420 FOR DIMENSIONS 1. FOR OFFSETS OF SHAFT RISERS, PROVIDE CONTINUOUS 2HR RATED GWB ENCLOSURES ON ALL SIDES, FOR LOCATION SEE MECHANICAL DWGS. 2. ALL CONDUIT FOR CEILING MOUNTED FIXTURES OR DEVICES IN AREAS WITH EXPOSED CONCRETE CEILINGS SHALL BE CAST IN CONCRETE SLAB FOR CONCEALMENT. CONDUIT FOR FLOOR MOUNTED POWER, PHONE AND DATA RECEPTACLES SHALL BE CAST IN SLAB AS REQ'D. 3. PROVIDE CONTROL JOINTS IN SUSPENDED GYPSUM BOARD CEILING AS SHOWN AND/OR AS REQ'D BY CEILING CONSTRUCTION. LOCATIONS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. ALIGN WALL & CEILING CONTROL JOINTS WHERE POSSIBLE. 4. CONTRACTOR SHALL PROVIDE ACCESS PANELS IN SUSPENDED GYP BOARD CEILING AS SHOWN ON ARCH & MEP DRAWINGS AND/OR AS REQ'D TO SERVICE MEP/FP SYSTEMS & EQUIPMENT. LOCATIONS NOT SHOWN ON ARCH OR MEP DRAWINGS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. 5. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS, ETC. FOR ALL CEILING MOUNTED ACCESS PANELS, CEILING TRIM, LIGHT FIXTURES, WINDOW TREATMENTS & OTHER EQUIPMENT OR DEVICES AS REQ'D. 6. REFER TO ARCH. DRAWINGS FOR LIGHT FIXTURES LOCATIONS. 7. REFER TO MECH. DRAWINGS FOR LOCATION & SIZE OF HVAC DUCTS & DIFFUSERS. 8. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPE, SWITCHING & LAMPING. 9. REFER TO INTERIOR DRAWINGS FOR ADD'L CEILING FINISH INFORMATION 10. INSTALL ALL INSULATION PER MANUFACTURER'S INSTRUCTIONS. CONTRACTOR TO HAVE INSTRUCTIONS AVAILABLE FOR INSPECTION. 11. SPRINKLERS TO BE ORTHOGONALLY ALIGNED WITH AND EQUALLY SPACED BETWEEN OTHER BUILDING ELEMENTS (I.E. LIGHTS, DIFFUSERS, DOORWAYS, CEILINGS, BULKHEADS) AND EVENLY SPACED AND ALIGNED WITH EACH OTHER. CONFIRM ALL LOCATIONS W/ ARCHITECT PRIOR TO INSTALLATION. RECESSED LIGHT FIXTURE COVE LIGHT / ART WALL WASH (ACLC) -V.I.F. RECESSED STRIP LIGHT W/ LENS, FACING SIDE (CLC) -V.I.F. SURFACE MOUNT DOWNLIGHT WALL SCONCE SPEAKER -SEE AV DWGS FOR TYPES (FINISH TO MATCH ADJACENT CLG. OR WALL, U.N.O.) SPEAKER/STROBE -SEE ELEC. DWGS OCCUPANCY SENSOR SEE ELEC. DWGS PHOTO SENSOR -SEE ELEC. DWGS EXIT SIGN -SEE ELEC. DWGS SMOKE DETECTOR -SEE ELEC. DWGS CENTERLINE RETURN -SEE MECH. DWGS EXHAUST/SUPPLY -SEE MECH. DWGS PS OS SD RCP LEGEND RCP GRAPHIC KEY RCP GENERAL NOTES EXPOSED CONCRETE CEILING SLAB 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-4 1/2" AFF 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-0" AFF SURFACE MOUNT DOWNLIGHT, WET LOCATION PENDANT 1/2" GYPSUM BOARD CEILING, PTD. (U.N.O.); HT 7'-10" AFF ELEC. PANEL -SEE ELEC. DWGS TELECOM PANEL -SEE ELEC. DWGS INTERCOM -SEE ELEC. DWGS ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" 5TH FLOOR WEST ENLARGED RCP A424_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET ADJUSTED PER ARCH. BACKGROUND CHANGES. ACCESS PANELS, SMOKE DETECTORS, OCCUPANCY SENSORS ADDED FOR CLARIFICATION. 1 1 1 1 1 1 1 1 1 ALL INTERCOM PANELS REMOVED. 1 ALIGN ALIGN /1A421 T01 007 A T01 007 A 12 A428 13 A428 10 003 A 06 001 A 10 003 A W1D W2A W2A 1B 9'-7 3/4" 6'-0".2'-0" .3'-7 1/4".3'-4" 10 003 A 06 001 A 11 004 A 01 001 A 07 003 C W2A W1D W2A W2A .3'-0".9'-11".5'-4" 3'-7 1/2".2'-0" 6'-0".3'-6 1/2" 5'-5 3/4"3'-0 1/8" 1B 10 003 A 01 001 A 06 001 A 17 006 D 07 003 C 01 001 A 06 001 A 11 004 A W2A W1D W2A W2A W14 W2A W1D W2A W2A W2A 5'-2 3/4".3'-0".9'-11".11'-10 1/2".6'-3" 3'-8".6'-0" 2'-0".13'-4 3/4".12'-4 3/8" 2'-0".3'-0" 2'-7 5/8" BATH TYPE 1E KITCHEN TYPE 8B BATH TYPE 4.1A BATH TYPE 1A BATH TYPE 1A KITCHEN TYPE 8C W2A 2 A308 4 A308 3 A309 W11B 1B T04 010 A T02 008 F 6 A506 9 A506 5 A308 W-4 W11B W14 T02 F008 P12 P17 P17 P17 23B 23B NORTH STAIR 10'-0" 10'-0" .49'-3" 31'-6 5/8" 8'-2 1/2" 10'-1 1/8" 3'-2 3/8" 30'-9 7/8" 9'-4 1/2" 19'-9 1/4".4'-7 5/8".18'-3 1/4" UNIT D14 527 UNIT B5 530 1 HOUR RATED WALL ASSEMBLY ADJACENT TO PROPERTY LINE 1 1 W11B W14 10'-0" P23 P23 A510 3 Sim A510 2 Sim A510 2 Sim A510 9 Sim A510 9 Sim 9 A428 3'-0 5/8" ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" 5TH FLOOR NORTH ENLARGED PLAN A425 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT PLAN KEYNOTES P1STANDBY GENERATOR P2CONCRETE FILLED STEEL BOLLARD(S), SEE DETAIL X/A500 P3ACCESS VEHICLE CONTROL BARRIER GATE, LIFTMASTER MAT W/ 10FT ARM P4STORAGE LOCKERS P5TRASH COMPACTOR, MINI-MAC MODEL BY MARATHON 5A P6TRASH COMPACTOR TRASH BIN, MINI MAC MODEL BY MARATHON 5A P7FDC CONNECTION, SEE FIRE PROTECTION DWGS P8PATIO, CONCRETE PLINTH W/ PLANTERS & PRECAST CONCRETE BENCHES, SEE LANDSCAPE DRWGS P9WOOD SLAT FENCE P10PAINTED STEEL + GLASS CANOPY P11RECYCLING CHUTE WITH 15% PADDED OFFSET @ BOTTOM BY CHUTES INTERNATIONAL P12RECESSED FIRE EXTINGUISHER CABINET W/GLASS DOOR P13REAR DRAIN TOILET, Units 211-216 only P14CUSTOM MILLWORK RECESSED SHELF AT TYPE 5C BATHROOMS ONLY, SEE SHEET 5B/A602 P15FACTORY PAINTED ALUMINUM SUN SCREEN LOUVERS P16ROOF DECK DRAIN, SEE PLUMBING DRWGS P17PAINTED STEEL GUARDRAIL P18GENERATOR EXHAUST SHAFT, SEE MECH. DWGS P19MIN. 24" WIDE ALUM. OR GALV. STL. LADDER (U200 BY UPNOVR OR SIMILAR) P20SURFACE MOUNTED FIRE EXTINGUISHER CABINET W/ GLASS DOOR P21INTERIOR WINDOW, SEE WINDOW SCHEDULE P22ALL COLUMNS TO BE 3HR FIRE RATED SEE DETAILS ON SHEET A510 P23MANIFOLD/WATER METER WALL-MOUNTED 30"x30" PTD ACCESS PANEL, FRAMELESS, BOTTOM SILL MOUNTED AT 9" A.F.F. IN ALL BATHROOMS (BEHIND DOOR SWING), HALLWAYS (CENTERED ON WALL) AND CLOSET (AT CORNER) LOCATIONS. TYPICAL UNITS SHOWN AT 2ND FLOOR ENLARGED PLAN. ANY CONFLICTS TO BE COORDINATED WITH ARCHITECT. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 OS SD SD SD OS PS SD /1A421_R UV UB UB US 1'-9"1'-9" UC UB UB UH UH US US EQEQ EQEQ 2'-0"2'-0" EQEQ UV UE UH UH UH UK UK UBUB EQEQ UV 3'-0" UV UP UP 3'-0" 3'-0" 3'-0" EQEQ 4'-0" 4'-0" EQ2EQ2 UH UK UH UC UV US UB UB UK 8" 8" EQ EQ 2'-0" 2'-0" 4'-0" 4'-0" EQ EQ 3'-0"3'-0" NORTH CORRIDOR 539 SEE ELEC. & MECH. DWGS SEE ID419_R (SIM) E2 E1 E2 NORTH STAIR UNIT B5 530 UNIT D14 527 UNIT D12 531 REFER TO UNIT 231 FOR DIMENSIONS 1. FOR OFFSETS OF SHAFT RISERS, PROVIDE CONTINUOUS 2HR RATED GWB ENCLOSURES ON ALL SIDES, FOR LOCATION SEE MECHANICAL DWGS. 2. ALL CONDUIT FOR CEILING MOUNTED FIXTURES OR DEVICES IN AREAS WITH EXPOSED CONCRETE CEILINGS SHALL BE CAST IN CONCRETE SLAB FOR CONCEALMENT. CONDUIT FOR FLOOR MOUNTED POWER, PHONE AND DATA RECEPTACLES SHALL BE CAST IN SLAB AS REQ'D. 3. PROVIDE CONTROL JOINTS IN SUSPENDED GYPSUM BOARD CEILING AS SHOWN AND/OR AS REQ'D BY CEILING CONSTRUCTION. LOCATIONS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. ALIGN WALL & CEILING CONTROL JOINTS WHERE POSSIBLE. 4. CONTRACTOR SHALL PROVIDE ACCESS PANELS IN SUSPENDED GYP BOARD CEILING AS SHOWN ON ARCH & MEP DRAWINGS AND/OR AS REQ'D TO SERVICE MEP/FP SYSTEMS & EQUIPMENT. LOCATIONS NOT SHOWN ON ARCH OR MEP DRAWINGS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. 5. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS, ETC. FOR ALL CEILING MOUNTED ACCESS PANELS, CEILING TRIM, LIGHT FIXTURES, WINDOW TREATMENTS & OTHER EQUIPMENT OR DEVICES AS REQ'D. 6. REFER TO ARCH. DRAWINGS FOR LIGHT FIXTURES LOCATIONS. 7. REFER TO MECH. DRAWINGS FOR LOCATION & SIZE OF HVAC DUCTS & DIFFUSERS. 8. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPE, SWITCHING & LAMPING. 9. REFER TO INTERIOR DRAWINGS FOR ADD'L CEILING FINISH INFORMATION 10. INSTALL ALL INSULATION PER MANUFACTURER'S INSTRUCTIONS. CONTRACTOR TO HAVE INSTRUCTIONS AVAILABLE FOR INSPECTION. 11. SPRINKLERS TO BE ORTHOGONALLY ALIGNED WITH AND EQUALLY SPACED BETWEEN OTHER BUILDING ELEMENTS (I.E. LIGHTS, DIFFUSERS, DOORWAYS, CEILINGS, BULKHEADS) AND EVENLY SPACED AND ALIGNED WITH EACH OTHER. CONFIRM ALL LOCATIONS W/ ARCHITECT PRIOR TO INSTALLATION. RECESSED LIGHT FIXTURE COVE LIGHT / ART WALL WASH (ACLC) -V.I.F. RECESSED STRIP LIGHT W/ LENS, FACING SIDE (CLC) -V.I.F. SURFACE MOUNT DOWNLIGHT WALL SCONCE SPEAKER -SEE AV DWGS FOR TYPES (FINISH TO MATCH ADJACENT CLG. OR WALL, U.N.O.) SPEAKER/STROBE -SEE ELEC. DWGS OCCUPANCY SENSOR SEE ELEC. DWGS PHOTO SENSOR -SEE ELEC. DWGS EXIT SIGN -SEE ELEC. DWGS SMOKE DETECTOR -SEE ELEC. DWGS CENTERLINE RETURN -SEE MECH. DWGS EXHAUST/SUPPLY -SEE MECH. DWGS PS OS SD RCP LEGEND RCP GRAPHIC KEY RCP GENERAL NOTES EXPOSED CONCRETE CEILING SLAB 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-4 1/2" AFF 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-0" AFF SURFACE MOUNT DOWNLIGHT, WET LOCATION PENDANT 1/2" GYPSUM BOARD CEILING, PTD. (U.N.O.); HT 7'-10" AFF ELEC. PANEL -SEE ELEC. DWGS TELECOM PANEL -SEE ELEC. DWGS INTERCOM -SEE ELEC. DWGS ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" 5TH FLOOR NORTH ENLARGED RCP A425_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET ADJUSTED PER ARCH. BACKGROUND CHANGES. ACCESS PANELS, SMOKE DETECTORS, OCCUPANCY SENSORS ADDED FOR CLARIFICATION. 1 1 1 1 ALL INTERCOM PANELS REMOVED. 1 RD RD RD G W G W G SP J J J J J J SP SP HF 8 A427 7 A427 6 A427 9 A427 12 A428 13 A428 4 A309 3 A309 041 A R100 042 A R101 CENTRAL STAIR 18B 18B 18B 18B DOWNSPOUTLINE OF GUTTER ABOVE P19 P18 DHW R101 043 B R102 ELEV 2 ELEV 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" ROOF CORE ENLARGED PLAN A426 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT PLAN KEYNOTES P1STANDBY GENERATOR P2CONCRETE FILLED STEEL BOLLARD(S), SEE DETAIL X/A500 P3ACCESS VEHICLE CONTROL BARRIER GATE, LIFTMASTER MAT W/ 10FT ARM P4STORAGE LOCKERS P5TRASH COMPACTOR, MINI-MAC MODEL BY MARATHON 5A P6TRASH COMPACTOR TRASH BIN, MINI MAC MODEL BY MARATHON 5A P7FDC CONNECTION, SEE FIRE PROTECTION DWGS P8PATIO, CONCRETE PLINTH W/ PLANTERS & PRECAST CONCRETE BENCHES, SEE LANDSCAPE DRWGS P9WOOD SLAT FENCE P10PAINTED STEEL + GLASS CANOPY P11RECYCLING CHUTE WITH 15% PADDED OFFSET @ BOTTOM BY CHUTES INTERNATIONAL P12RECESSED FIRE EXTINGUISHER CABINET W/GLASS DOOR P13REAR DRAIN TOILET, Units 211-216 only P14CUSTOM MILLWORK RECESSED SHELF AT TYPE 5C BATHROOMS ONLY, SEE SHEET 5B/A602 P15FACTORY PAINTED ALUMINUM SUN SCREEN LOUVERS P16ROOF DECK DRAIN, SEE PLUMBING DRWGS P17PAINTED STEEL GUARDRAIL P18GENERATOR EXHAUST SHAFT, SEE MECH. DWGS P19MIN. 24" WIDE ALUM. OR GALV. STL. LADDER (U200 BY UPNOVR OR SIMILAR) P20SURFACE MOUNTED FIRE EXTINGUISHER CABINET W/ GLASS DOOR P21INTERIOR WINDOW, SEE WINDOW SCHEDULE P22ALL COLUMNS TO BE 3HR FIRE RATED SEE DETAILS ON SHEET A510 P23MANIFOLD/WATER METER WALL-MOUNTED 30"x30" PTD ACCESS PANEL, FRAMELESS, BOTTOM SILL MOUNTED AT 9" A.F.F. IN ALL BATHROOMS (BEHIND DOOR SWING), HALLWAYS (CENTERED ON WALL) AND CLOSET (AT CORNER) LOCATIONS. TYPICAL UNITS SHOWN AT 2ND FLOOR ENLARGED PLAN. ANY CONFLICTS TO BE COORDINATED WITH ARCHITECT. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 3 T T K P CR 4 O S 1 O S SP O S O S SP 8 A427 7 A427 6 A427 9 A427 13'-0" 9 5/8" 4'-5 1/2" 5'-11 7/8"3'-9" 19C 19B 18C 18C18B 19C 18C 19B 4'-3 1/8" 3'-6 1/4" 5'-3 1/2" 4'-3 1/8" 17'-4" 6'-11" L11 LG.2 8 A427 7 A427 G.1 G.2I.3 6 A427 9 A427 7'-1 3/4" 6'-1" 7'-1"9'-11 5/8" 18B 1D 1B 18B 18B 4'-8" 1 TREAD 11"3'-8 1/2" 4'-8" 5 TREADS @ 11" 4'-7"3'-8 1/2" 3'-8" 2 TREADS @ 11" 1'-10" 3'-9 1/2" 12'-11 1/2" W26 W26 17'-4" 4'-3 1/8" 3'-6 1/4" 1'-9 1/4" 3'-6 1/4" 4'-3 1/8" 2'-8" 18B W1B 18B 18B 8 A427 7 A427 G.1 G.2I.3 6 A427 9 A427 4'-3 1/8" 3'-6 1/4" 1'-9 1/4" 3'-6 1/4" 4'-3 1/8" 9'-4" 7 5/8" 7'-1" 7'-1 3/4"2'-8" 3'-9" 2 TREADS @ 11" 1'-10"3'-9" 17'-4" 4'-8 1/2" 1 TREAD 11"3'-8 1/2" 3'-8 1/2" 5 T R E A D S @ 1 1 " 4 ' 7 " 4 ' 8 1 / 2 " 3 ' 9 1 / 2 " 6 T R E A D S @ 1 1 " 5 ' 6 " 3 ' 8 1 / 2 " 1 3 ' 0 " 1D 18B 18B1B 18B 18B 18B 18B W1B W26 W26 6 ' 1 " 8 A427 7 A427 G.1 G.2I.3 6 A427 9 A427 4 ' 3 1 / 8 " 3 ' 6 1 / 4 " 1 ' 9 1 / 4 " 3 ' 6 1 / 4 " 4 ' 3 1 / 8 " 1 7 ' 4 " 7'-1"7 5/8"9'-4" 3 ' 8 1 / 2 " 5 T R E A D S @ 1 1 " 4 ' 7 " 4 ' 8 1 / 2 " 3 ' 9 1 / 2 " 6 T R E A D S @ 1 1 " 5 ' 6 " 3 ' 8 1 / 2 " 3'-9" 2 TREADS @ 11" 1'-10"3'-9" 4'-8 1/2" 1 TREAD 11"3'-8 1/2" 1 3 ' 0 " 18B1B 18B 18B 18B 1D W1B18B W26 W26 6 ' 1 " 7'-1 3/4"2'-8" 18B 8 A427 7 A427 G.1 G.2I.3 6 A427 9 A427 2 ' 1 1 / 8 " 5 ' 8 1 / 4 " R . O . 1 ' 9 1 / 4 " 5 ' 8 1 / 4 " R . O . 2 ' 1 1 / 8 " 1 7 ' 4 " 7'-1 3/4"2'-8" 6 ' 1 " 7'-1"7 5/8"9'-4" W1B18B W26 W26 1D 18B 18B1B 18B 18B 18B 3 ' 8 1 / 2 " 5 T R E A D S @ 1 1 " 4 ' 7 " 4 ' 8 1 / 2 " 3 ' 9 1 / 2 " 6 T R E A D S @ 1 1 " 5 ' 6 " 3 ' 8 1 / 2 " 4'-8 1/2" 1 TREAD 11"3'-8 1/2" 1 3 ' 0 " ELEVATOR CONTROLLER REFER TO MFR. REQ. ELEVATOR CONTROLLER REFER TO MFR. REQ. 1 1 3 ' 4 " 1 ' 8 " 3 ' 1 0 5 / 8 " 1 ' 1 3 / 8 " 3 ' 4 " 1 ' 8 " 3 ' 1 0 5 / 8 " 1 ' 1 3 / 8 " 3 ' 4 " 1 ' 8 " 3 ' 1 0 5 / 8 " 1 ' 1 3 / 8 " 3 ' 4 " 1 ' 8 " 3 ' 1 0 5 / 8 " 1 ' 1 3 / 8 " 3 ' 5 1 / 8 " 1 ' 8 5 / 8 " 6 ' 8 " C L E A R A N C E 6 ' 8 " C L E A R A N C E 6 ' 8 " C L E A R A N C E 6 MIL. POLYETHYLENE SUB-SLAB VAPOR BARRIER 6 R I S E R S @ 6 5 / 8 " 3 ' 4 " 3 R I S E R S @ 6 5 / 8 " 1 ' 8 " 7 R I S E R S @ 6 5 / 8 " 3 ' 1 0 5 / 8 " 2 R I S E R S @ 6 5 / 8 " 1 ' 1 3 / 8 " 6 R I S E R S @ 6 5 / 8 " 3 ' 4 " 3 R I S E R S @ 6 5 / 8 " 1 ' 8 " 7 R I S E R S @ 6 5 / 8 " 3 ' 1 0 5 / 8 " 2 R I S E R S @ 6 5 / 8 " 1 ' 1 3 / 8 " 6 R I S E R S @ 6 5 / 8 " 3 ' 4 " 3 R I S E R S @ 6 5 / 8 " 1 ' 8 " 7 R I S E R S @ 6 5 / 8 " 3 ' 1 0 5 / 8 " 2 R I S E R S @ 6 5 / 8 " 1 ' 1 3 / 8 " 6 R I S E R S @ 6 5 / 8 " 3 ' 4 " 3 R I S E R S @ 6 5 / 8 " 1 ' 8 " 7 R I S E R S @ 6 5 / 8 " 3 ' 1 0 5 / 8 " 2 R I S E R S @ 6 5 / 8 " 1 ' 1 3 / 8 " 6 R I S E R S @ 6 7 / 8 " 3 ' 5 1 / 8 " 3 R I S E R S @ 6 7 / 8 " 1 ' 8 5 / 8 " 1 0 ' 1 0 1 / 4 " 6 ' 8 " C L E A R A N C E 6 ' 8 " C L E A R A N C E 6 ' 8 " C L E A R A N C E 6 ' 8 " C L E A R A N C E C L E A R A N C E 6 ' 8 " 6 MIL. POLYETHYLENE SUB-SLAB VAPOR BARRIER GUTTER RECYLCING CONTAINER SUMP PUMP 6 MIL. POLYETHYLENE SUB-SLAB VAPOR BARRIER 3 / 8 " 1ST FLOOR 394.54' 1ST FLOOR 394.54' 2ND FLOOR 406.54' 2ND FLOOR 406.54' 3RD FLOOR 416.54' 3RD FLOOR 416.54' 4TH FLOOR 426.54' 4TH FLOOR 426.54' 5TH FLOOR 436.54' 5TH FLOOR 436.54' ROOF 446.54' ROOF 446.54' 1 0 ' 0 " 1 0 ' 0 " 1 0 ' 0 " 1 0 ' 0 " 1 2 ' 0 " 5 2 ' 0 " TRASH CHUTE OVERRUN RECYCLING CONTAINER W O O D S T A I R W / L O W P I L E C A R P E T F I N I S H M E T A L P A N S T A I R W / C O N C R E T E T R E A D S TRASH COMPACTOR 6 MIL. POLYETHYLENE SUB-SLAB VAPOR BARRIER TRASH & RECYLCING CHUTES TO BE COATED WITH SOUND DAMPENING COMPOUND. COVER WITH ACOUSTICAL DUCT WRAP AND ATTACH AT FLOOR CONNECTIONS WITH SOUND ISOLATOR PADS. 7 A427 I.3 6 A427 4 ' 8 1 / 2 " 5 T R E A D S @ 1 1 " 4 ' 7 " 3'-9" 2 TREADS @ 11" 1'-10" 18B 18B 18B ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" EGRESS CORE PLANS & SECTIONS A427 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 EGRESS CORE -1ST FLOOR PLAN 1/4" = 1'-0" 2 EGRESS CORE -2ND FLOOR PLAN 1/4" = 1'-0" 3 EGRESS CORE -3RD FLOOR PLAN 1/4" = 1'-0" 4 EGRESS CORE -4TH FLOOR PLAN 1/4" = 1'-0" 5 EGRESS CORE -5TH FLOOR PLAN 1/4" = 1'-0" 6 CENTRAL STAIR -SECTION 1/4" = 1'-0" 7 CENTRAL STAIR -SECTION 1/4" = 1'-0" 8 ELEVATORS -SECTION 1/4" = 1'-0" 9 TRASH CHUTE -SECTION 1/4" = 1'-0" 10 CENTRAL STAIR -ROOF PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET V S UP UP DN DN UP UP DN DN V S J S P 12 A428 13 A428 7'-9" 9 5/8" 4'-1" 4 TREADS @ 11" 3'-8" 18C 18C 18C 1 TREAD 11" J.1 2 12 A428 13 A428 7'-9" 3'-8 1/2" 4" 3'-8 1/2" 3'-9 1/2"7'-4"3'-8 1/2" 18B 1B 18B1B J.1 2 12 A428 13 A428 3'-9" 8 TREADS @ 11" 7'-4"3'-9" 3'-8 1/2" 4" 3'-8 1/2" 7'-9" 14'-10" 18B 18B 18B J.1 2 12 A428 13 A428 3'-9" 8 TREADS @ 11" 7'-4"3'-9" 4'-0 1/2"3'-8 1/2" 7'-9" 14'-10" 1B 18B 18B J.1 2 12 A428 13 A428 7'-9" 14'-10" 3'-9" 8 TREADS @ 11" 7'-4"3'-9" 3'-8" 5" 3'-8" 18B 1B 18B 9 RISERS @ 6 9/16" 4'-10 7/8" 9 RISERS @ 6 11/16" 5'-0" 9 RISERS @ 6 11/16" 5'-0" 9 RISERS @ 6 11/16" 5'-0" 9 RISERS @ 6 11/16" 5'-0" 9 RISERS @ 6 11/16" 5'-0" 9 RISERS @ 6 11/16" 5'-0" 6'-8" CLEARANCE6'-8" CLEARANCE6'-8" CLEARANCE6'-8" CLEARANCE STEEL C-H STUD STEEL J-RUNNER 1" SHEETROCK 5/8" TYPE X GYPSUM BOARD BOTTOM OF STAIR RATED 3HR STEEL J-RUNNER STEEL C-H STUD 5/8" TYPE X GYPSUM BOARD 1" SHEETROCK L7 LP L6 14 A428 15 A428 3'-8 1/2" 6 TREADS @ 11" 5'-6"7'-7 7/8" 3'-9"9 5/8"3'-9" 7 5/8" 3'-4 7/8" 12'-0 1/2" 18C 18B 18B 18C 5 14 A428 15 A428 3'-8 1/2" 8 T R E A D S @ 1 1 " 7 ' 4 " 3 ' 9 1 / 2 " 3'-8 1/2"5"3'-8 1/2" 1 4 ' 1 0 " 7'-10" 18B 18B 9 R I S E R S @ 6 1 1 / 1 6 " 5 ' 0 " 9 R I S E R S @ 6 1 1 / 1 6 " 5 ' 0 " 9 R I S E R S @ 6 1 1 / 1 6 " 5 ' 0 " 9 R I S E R S @ 6 1 1 / 1 6 " 5 ' 0 " 9 R I S E R S @ 6 1 1 / 1 6 " 5 ' 0 " 9 R I S E R S @ 6 1 1 / 1 6 " 5 ' 0 " 9 R I S E R S @ 6 9 / 1 6 " 4 ' 1 0 7 / 8 " 6 R I S E R S @ 6 9 / 1 6 " 3 ' 3 1 / 4 " 6 ' 8 " C L E A R A N C E 6 ' 8 " C L E A R A N C E 6 ' 8 " C L E A R A N C E 6 ' 8 " C L E A R A N C E STEEL C-H STUD STEEL J-RUNNER 1" SHEETROCK 5/8" TYPE X GYPSUM BOARDBOTTOM OF STAIR RATED 3HR 1ST FLOOR 394.54' 1ST FLOOR 394.54' 2ND FLOOR 406.54' 2ND FLOOR 406.54' 3RD FLOOR 416.54' 3RD FLOOR 416.54' 4TH FLOOR 426.54' 4TH FLOOR 426.54' 5TH FLOOR 436.54' 5TH FLOOR 436.54' ROOF 446.54' ROOF 446.54' 1 2 ' 0 " 1 0 ' 0 " 1 0 ' 0 " 1 0 ' 0 " 1 0 ' 0 " 5 2 ' 0 " M E T A L P A N S T A I R W / C O N C R E T E T R E A D S W O O D S T A I R W / L O W P I L E C A R P E T F I N I S H M E T A L P A N S T A I R W / C O N C R E T E T R E A D S W O O D S T A I R W / L O W P I L E C A R P E T F I N I S H 5 14 A428 15 A428 1 4 ' 1 0 " 7'-10" 3 ' 9 " 8 T R E A D S @ 1 1 " 7 ' 4 " 3 ' 9 " 3'-8 1/2"5"3'-8 1/2" 18B 18B 5 14 A428 15 A428 7'-10" 3'-8 1/2"5"3'-8 1/2" 3 ' 9 " 8 T R E A D S @ 1 1 " 7 ' 4 " 3 ' 9 " 18B 18B 5 14 A428 15 A428 3 ' 9 " 8 T R E A D S @ 1 1 " 7 ' 4 " 3 ' 9 " 7'-10" 1 4 ' 1 0 " 3'-8 1/2"5"3'-8 1/2" 18B 18B 2ND FLOOR 406.54' 3RD FLOOR 416.54' 4TH FLOOR 426.54' 5TH FLOOR 436.54' ROOF 446.54' ROOF CURB, CONSTRUCTED PER MANUFACTURER'S SPECIFICATIONS. WRAP ON ALL SIDES WITH 3" POLYISO. ROOFTOP MECHANICAL UNIT 2 HOUR RATED SHAFT WRAP TPO ROOF MEMBRANE OVER CURBS 3 HOUR RATED PODIUM SLAB FLASH AT EDGE OF EQUIPMENT OVER CURB REINFORCE STUCTURE AT CURBS AS REQUIRED BY STRUCTURAL ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" NORTH & EAST STAIR PLANS & SECTIONS A428 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 NORTH STAIR -1ST FLOOR PLAN 1/4" = 1'-0" 2 NORTH STAIR -2ND FLOOR PLAN 1/4" = 1'-0" 3 NORTH STAIR -3RD FLOOR PLAN 1/4" = 1'-0" 4 NORTH STAIR -4TH FLOOR PLAN 1/4" = 1'-0" 5 NORTH STAIR -5TH FLOOR PLAN 1/4" = 1'-0" 12 NORTH STAIR SECTION 1 1/4" = 1'-0" 13 NORTH STAIR SECTION 2 1/4" = 1'-0" 6 EAST STAIR -1ST FLOOR PLAN 1/4" = 1'-0" 7 EAST STAIR -2ND FLOOR PLAN 1/4" = 1'-0" 14 EAST STAIR -SECTION 1 1/4" = 1'-0" 15 EAST STAIR -SECTION 2 1/4" = 1'-0" 8 EAST STAIR -3RD FLOOR PLAN 1/4" = 1'-0" 10 EAST STAIR -4TH FLOOR PLAN 1/4" = 1'-0" 11 EAST STAIR -5TH FLOOR PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1/4" = 1'-0" 9 TYP. MECHANICAL SHAFT SECTION ROOF 446.54' CAP FLASHING RIGID INSULATION -SLOPED @ MIN. OF 1/4" PER FOOT TO MIN. 4" THICKNESS @ ROOF DRAINS TPO ROOF MEMBRANE 1/2" FIBERGLASS MAT GYPSUM ROOF COVER BOARD PRIMED AND PAINTED WOOD TRIM PREFINISHED METAL FLASHING 2x6 STUD WALL, R-21 BATT INSULATION 7/8" CORRUGATED METAL PANEL 1 1/2" RIM BOARD 5/8" TYPE X GYPSUM BOARD 1/2" RESILIENT CHANNEL 2x6 STUD WALL, R-21 BATT INSULATION OPEN WEB JOISTS -SEE STRUCT. DWGS ZIP R-12 5/8" GWB (TYPE X IN RATED LOCATIONS) PLYWOOD DECKING -SEE STRUCT. DWGS 1 E8 1 MIN. R-15 INSULATION AT RIM BOARD 1 CONTINUE TPO MEMBRANE OVER PARAPET BLOCKING, BEHIND WOOD TRIM & OVERLAP FLASHING TAPE PROVIDE FLASHING TAPE OVER TOP OF ZIP-R & BEHIND WOOD TRIM 1 5TH FLOOR 436.54' 1'-0" 7 1/2" 1" 1" 4 5 . 0 0 ° 1/4" STEEL PLATE 1/8" STEEL PLATES 2" THICK "BOX" BRACKET MADE OF 1/8" THICK STEEL PLATES WELDED TOGETHER, PRIME & PAINT 1/4" THICK STEEL PLATE, SCREW THROUGH BOTH LAYERS OF SHEATHING INTO STUDS BRICK VENEER BATT INSULATION (R21) FINISH FLOOR -SEE PLAN 1/8" ACOUSTICAL UNDERLAYMENT 3/4" GYPSUM CONCRETE PLYWOOD DECKING -SEE STRUCT. DWGS 1" 1'-6 1/4" 1 ZIP FLASHING TAPE WRAPPED INSIDE ROUGH OPENING INTUS SUPERA WINDOW PRESSURE TREATED WOOD PLATE PREFINISHED METAL FLASHING 1 1 1 E8CPRIMED AND PAINTED WOOD TRIM PREFINISHED SILL FLASHING 2x3 BLOCKING 3/4" BIRCH VENEER 1/2" JOINT SEALANT W/ BACKER ROD CAULK 1ST FLOOR 394.54' ASPHALT PARKING SURFACE -SEE LANDSCAPE DWGS. GEOCOMPOSITE DRAINAGE BOARD W/ PERMEABLE FILTER FABRIC TO BE PROVIDED AT ALL BELOW GRADE WATERPROOFING MEMBRANE AREAS BENTONITE WATERPROOFING SYS., TYP. GRADE BEAM -SEE STRUCT. DWGS. EXTERIOR GRADE -VARIES EXISTING STRUCTURE ON ADJACENT LOT BENTONITE WATERSTOP @ SLAB, TYP. REINFORCED CMU WALL -SEE STRUCT. DWGS. 1 2ND FLOOR 406.54' RIGID INSULATION -SLOPED @ MIN. OF 1/4" PER FOOT TO MIN. 4" THICKNESS @ ROOF DRAINS TPO ROOF MEMBRANE 1/2" FIBERGLASS MAT GYPSUM ROOF COVER BOARD CONT. ELASTOMERIC COATING 12" PLANK -SEE STRUCT. DRAWINGS CONCRETE TOPPING -SEE STRUCT. DWGS. STEEL BEAM -SEE STRUCT. DWGS EXISTING STRUCTURE ON ADJACENT LOT -V.I.F. SUSPENDED CEILING HANGER RIGID POLYISO INSULATION PANEL CEILING GRID PERIMETER SUPPORT ANGLE, ATTACHED TO STRUCTURE 2" SPRAY-ON FIRE PROOFING, 3HR EXPAND-O-FLASH EXPANSION JOINT COVER W/ INTEGRATED COPING 8' - 8" 2" RIGID INSULATION 2" RIGID INSULATION 2ND FLOOR 406.54' CONCRETE TOPPING -SEE STRUCT. DWGS. 5/8" GWB (TYPE X IN RATED LOCATIONS) 3/4" BIRCH VENEER RIGID INSULATION -SLOPED @ MIN. OF 1/4" PER FOOT TO MIN. 4" THICKNESS @ ROOF DRAINS TPO ROOF MEMBRANE 1/2" FIBERGLASS MAT GYPSUM ROOF COVER BOARD FINISH FLOOR STEEL BEAM -SEE STRUCT. DWGS 2" SPRAY-ON FIRE PROOFING, 3HR SUSPENDED CEILING HANGER 7/8" THICK CORRUGATED METAL PANEL R-19 BATT INSULATION RIGID POLYISO INSULATION PANEL ZIP FLASHING TAPE WRAPPED INSIDE ROUGH OPENING 1 2x6 STUD WALL, R-21 BATT INSULATION 1 E8CPRIMED AND PAINTED WOOD TRIM INTUS SUPERA WINDOW PREFINISHED SILL FLASHING 1 2x3 BLOCKING 1/2" JOINT SEALANT W/ BACKER ROD CAULK 1ST FLOOR 394.54' CONCRETE SLAB -SEE STRUCT. DWGS. FOR INFO BENTONITE WATERSTOP @ SLAB, TYP. GRADE BEAM -SEE STRUCT. DWGS. FOR INFO 10" REINFORCED CMU BLOCK WALL (REFER TO STRUCT. DWGS) 3 5/8" METAL STUD WALL 5/8" GYPSUM SHEATHING 1/2" TYPE X GYPSUM WALLBOARD 6 MIL. POLYETHYLENE SUB-SLAB VAPOR BARRIER EXTERIOR GRADE -VARIES EXTEND SELF-ADHERED WATERPROOFING MEMBRANE ONTO CURB AND DOWN TO LAP OVER BENTONITE WP SYSTEM, TYP. 4" PERFORATED SUBDRAINAGE PIPE W/ FILTER FABRIC WRAP -SEE UNDERSLAB DRAINAGE SYS. DWGS. MORTAR NET WEEPHOLES PREFINISHED METAL FLASHING 1 2ND FLOOR 406.54' 10" REINFORCED CMU BLOCK WALL 7/16" SHEATHING ZIP R12 (R12.6) BATT INSULATION (R21) 2x6 STUD WALL 2x4 STUD WALL 1/2" GYPSUM WALLBOARD FINISH FLOOR -SEE PLAN 2-1/4" "SOAP" FACE BRICK MODULAR FACE BRICK 3 5/8" METAL STUD WALL 5/8" GYPSUM SHEATHING 1/2" TYPE X GYPSUM WALLBOARD BRICK TIE W/ GASKETED FASTENERS @ 16" O.C. VERT. TYP PRECAST SILL 3 5/8" DEFLECTION CHANNEL E32 1 PREFINISHED METAL FLASHING 2ND FLOOR 406.54' DIMENSIONAL LUMBER -SEE STRUCT. DRAWINGS ZIP R-12 PRIMED AND PAINTED WOOD TRIM CONCRETE TOPPING -SEE STRUCT. DWGS. 12" PLANK -SEE STRUCT. DRAWINGS 5/8" TYPE X GYPSUM BOARD 2x6 STUD WALL W/ R-21 BATT INSULATION 7/16" PLYWOOD SHEATHING 7/8" CORRUGATED METAL PANEL 1/2" GYPSUM BOARD 5/8" FIBERGLASS REINFORCED SHEATHING 10" REINFORCED CMU BLOCK WALL EXPAND-O-FLASH EXPANSION JOINT COVER W/ INTEGRATED COPING PREFINISHED METAL FLASHING EXISTING STRUCTURE ON ADJACENT LOT -V.I.F. 8" REINFORCED CMU BLOCK WALL FINISH FLOOR -SEE PLAN E8C 1 AIR/VAPOR BARRIER CONT. ELASTOMERIC COATING CONT. ELASTOMERIC COATING SEAL BOTTOM OF ZIP SHEATHING WITH FLASHING TAPE, EXTEND UNDER EXPANSION JOINT COVER ROOF 446.54' CAP FLASHING RIGID INSULATION -SLOPED @ MIN. OF 1/4" PER FOOT TO MIN. 4" THICKNESS @ ROOF DRAINS TPO ROOF MEMBRANE 1/2" FIBERGLASS MAT GYPSUM ROOF COVER BOARD 7/8" CORRUGATED METAL PANEL ZIP R-12 2x6 STUD WALL, R-21 BATT INSULATION 7/16" PLYWOOD SHEATHING 1 1/2" RIM BOARD PLYWOOD DECKING -SEE STRUCT. DWGS WOOD 2X4 WOOD 2X4 1/2" RESILIENT CHANNEL 5/8" TYPE X GYPSUM BOARD C8 STEEL CHANNEL 1/2" GYPSUM BOARD 1 CONTINUE TPO MEMBRANE OVER PARAPET BLOCKING, BEHIND WOOD TRIM & OVERLAP FLASHING TAPE PROVIDE FLASHING TAPE OVER TOP OF ZIP-R & BEHIND STEEL CHANNEL 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1 1/2" = 1'-0" EXTERIOR SECTION DETAILS A501 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1 1/2" = 1'-0" 5 SECTION DETAIL 1 1/2" = 1'-0" 4 SECTION DETAIL 1 1/2" = 1'-0" 1 SECTION DETAIL 1 1/2" = 1'-0" 2 SECTION DETAIL 1 1/2" = 1'-0" 3 SECTION DETAIL 1 1/2" = 1'-0" 7 SECTION DETAIL 1 1/2" = 1'-0" 8 SECTION DETAIL 1 1/2" = 1'-0" 9 SECTION DETAIL 1 1/2" = 1'-0" 6 SECTION DETAIL 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 2ND FLOOR 406.54' CONCRETE TOPPING -SEE STRUCT. DWGS. RIGID INSULATION -SLOPED @ MIN. OF 1/4" PER FOOT TO MIN. 4" THICKNESS @ ROOF DRAINS TPO ROOF MEMBRANE 1/2" FIBERGLASS MAT GYPSUM ROOF COVER BOARD FINISH FLOOR DOOR THRESHOLD HM DOOR -SEE SCHEDULE 2x6 STUD WALL, R-21 BATT INSULATION 5/8" GWB 7/16" PLYWOOD SHEATHING ZIP R-12 SELF ADHERED MEMBRANE FLASHING PREFINISHED METAL FLASHING 7/8" CORRUGATED METAL PANEL L3x2-1/2 STEEL ANGLE 12" PLANK -SEE STRUCT. DRAWINGS 9 3/8" 5/8" 6'-2"2 3/8" 7/8"2 1/2" 1/2" 5 1/2"5/8" 2ND FLOOR 406.54' ZIP R-12 2x6 STUD WALL, R-21 BATT INSULATION FINISH FLOOR -SEE PLAN 7/16" PLYWOOD SHEATHING STEEL BEAM -SEE STRUCT. DWGS 2" SPRAY-ON FIRE PROOFING, 3HR 4" 7/8" 2 1/2"6 5/8" 7/8" CORRUGATED METAL PANEL 5/8" TYPE X GYPSUM BOARD CONC. SLAB -SEE STRUCT. DRAWINGS KAWNEER 601UT STOREFRONT 1/2" GYPSUM BOARD CORNER BEAD 2 1/2" STEEL CHANNEL INTUS SUPERA WINDOW 3/4" BIRCH VENEER PRIMED AND PAINTED WOOD TRIM PREFINISHED METAL FLASHING L3x2-1/2 STEEL ANGLE L4x4 STEEL ANGLE L4x4 STEEL ANGLE HSS 5x3 1/2" GYPSUM BOARD 2 1/2" STEEL CHANNEL 1'-6 3/8" 1'-3" 9 1/2" 2'-0"1'-2"3 3/8"3/8" 1 E8C PREFINISHED SILL FLASHING PRIMED AND PAINTED WOOD TRIM 1 CAULK 1/2" JOINT SEALANT W/ BACKER ROD ZIP FLASHING TAPE WRAPPED INSIDE ROUGH OPENING 1 1ST FLOOR 394.54' STOREFRONT DOOR WALK-OFF MAT CONCRETE SLAB EXTERIOR PAVERS -SLOPE AWAY FROM ENTRANCE. SEE LANDSCAPE DWGS FOR MORE INFORMATION. 2ND FLOOR 406.54' ZIP R-12 2x6 STUD WALL, R-21 BATT INSULATION FINISH FLOOR -SEE PLAN 7/16" PLYWOOD SHEATHING STEEL BEAM -SEE STRUCT. DWGS 2" SPRAY-ON FIRE PROOFING, 3HR 4" 7/8" 2 1/2"6 5/8" 7/8" CORRUGATED METAL PANEL 5/8" TYPE X GYPSUM BOARD CONC. SLAB -SEE STRUCT. DRAWINGS 3 5/8" METAL STUD INTUS SUPERA WINDOW 3/4" BIRCH VENEER PRIMED AND PAINTED WOOD TRIM L4x4 STEEL ANGLE 1/2" GYPSUM BOARD 1'-6 3/8" 1'-3" 2'-0"1'-2"3 3/8" 3/8" R-13 BATT INSULATION 5/8" FIBERGLASS REINFORCED SHEATHING 1 PREFINISHED METAL FLASHING 1/2" GYPSUM BOARD 2 1/2" METAL STUD 1 KAWNEER 601UT STOREFRONT E8C 1 PREFINISHED METAL TRIM PREFINISHED SILL FLASHING ZIP FLASHING TAPE WRAPPED INSIDE ROUGH OPENING 2x3 BLOCKING CAULK 2ND FLOOR 406.54' ZIP R-12 2x6 STUD WALL, R-21 BATT INSULATION FINISH FLOOR -SEE PLAN 7/16" PLYWOOD SHEATHING 2 1/2" 6 5/8" 5/8" TYPE X GYPSUM BOARD CONC. SLAB -SEE STRUCT. DRAWINGS KAWNEER 601UT STOREFRONT 6" METAL STUD WALL 3/4" BIRCH VENEER 1'-6 1/4" 1'-3" 9" 5/8" FIBERGLASS REINFORCED SHEATHING WEEPHOLES 10" CHANNEL PREFINISHED METAL FLASHING 6" METAL STUD 2 1/2" METAL STUD 1/2" GYPSUM BOARD ZIP R-12 1/2" GYPSUM BOARD 1 INTUS SUPERA WINDOW PRECAST SILL E31 1 ZIP FLASHING TAPE WRAPPED INSIDE ROUGH OPENING PREFINISHED SILL FLASHING 1 PREFINISHED METAL TRIM CAULK 2x3 BLOCKING 1/2" JOINT SEALANT W/ BACKER ROD 2ND FLOOR 406.54' 2x6 STUD WALL, R-21 BATT INSULATION FINISH FLOOR -SEE PLAN STEEL BEAM -SEE STRUCT. DWGS 2" SPRAY-ON FIRE PROOFING, 3HR 5/8" TYPE X GYPSUM BOARD CONC. SLAB -SEE STRUCT. DRAWINGS 1'-3" 7/16" PLYWOOD SHEATHING ZIP R-12 BRICK TIE W/ GASKETED FASTENERS @ 16" O.C. VERT. TYP MODULAR FACE BRICK 1/2" GYPSUM BOARD 6" METAL STUD WALL WITH R-19 BATT INSULATION 5/8" FIBERGLASS REINFORCED SHEATHING 5/8" 0"5 1/2" 1/2" 2 1/2"1"3 5/8" ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1 1/2" = 1'-0" EXTERIOR SECTION DETAILS A502 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1 1/2" = 1'-0" 3 SECTION DETAIL 1 1/2" = 1'-0" 4 SECTION DETAIL 1 1/2" = 1'-0" 1 SECTION DETAIL 1 1/2" = 1'-0" 2b SECTION DETAIL 1 1/2" = 1'-0" 6 SECTION DETAIL 1 1/2" = 1'-0" 5 DETAIL @ 2ND FLOOR SLAB EDGE, BRICK 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1ST FLOOR 394.54' 8'-3" 9" 7/8"2 1/2"5/8"6"1/2" 2 1/2" MTL STUD 5/8" GWB 1/2" GYPSUM BOARD 6" METAL STUD WALL CONCRETE CURB 6 1/8"1/2" FURRING CHANNEL ZIP R-12 7/8" CORRUGATED METAL PANEL PREFINISHED METAL FLASHING 5/8" FIBERGLASS REINFORCED SHEATHING 2" RIGID INSULATION DRAINAGE & PROTECTION BOARD BENTONITE WATERPROOFING SYS., TYP. ALLEY PAVERS -REFER TO LANDSCAPE DWGS. 2ND FLOOR 406.54' 5/8" GWB 1/2" RESILIENT CHANNEL 12" PLANK -SEE STRUCT. DRAWINGS FINISH FLOOR -SEE PLAN 1/2" GYPSUM BOARD 7/16" PLYWOOD SHEATHING ZIP R-12 7/8" CORRUGATED METAL PANEL 5/8" FIBERGLASS REINFORCED SHEATHING 2ND FLOOR 406.54' FINISH FLOOR -SEE PLAN CONCRETE TOPPING -SEE STRUCT. DWGS. 12" PLANK -SEE STRUCT. DRAWINGS 5/8" GWB (TYPE X IN RATED LOCATIONS) ZIP R-12 7/8" CORRUGATED METAL PANEL 8" REINFORCED CMU WALL 2x6 STUD WALL, R-21 BATT INSULATION 7/8" 2 1/2"6 5/8" 3RD FLOOR 416.54' 5/8" TYPE X GYPSUM BOARD 1/2" RESILIENT CHANNEL UPPER WINDOW TO BE FIXED GLASS 2x6 STUD WALL, R-21 BATT INSULATION WOOD TRUSS (DESIGNED BY OTHERS) 1/2" CLEAR SELECT PINE R-30 BATT INSULATION ZIP R-12 TREATED WOOD 1x4, STAINED PRIMED AND PAINTED WOOD TRIM PLYWOOD DECKING -SEE STRUCT. DWGS 3/4" GYPSUM CONCRETE 1/8" ACOUSTICAL UNDERLAYMENT FINISH FLOOR -SEE PLAN PREFINISHED METAL FLASHING PRIMED AND PAINTED WOOD TRIM 7/8" CORRUGATED METAL PANEL 7/16" PLYWOOD SHEATHING 5/8" TYPE X GYPSUM BOARD INTUS SUPERA WINDOW E8C PREFINISHED SILL FLASHING ZIP FLASHING TAPE WRAPPED INSIDE ROUGH OPENING 1 1 1ST FLOOR 394.54' 2ND FLOOR 406.54' PREFINISHED METAL FLASHING ZIP R-12 2x6 STUD WALL, R-21 BATT INSULATION FINISH FLOOR -SEE PLAN 7/16" PLYWOOD SHEATHING STEEL BEAM -SEE STRUCT. DWGS 2" SPRAY-ON FIRE PROOFING, 3HR R-19 BATT INSULATION 7/8"2 1/2"6 5/8" 7/8" CORRUGATED METAL PANEL DRAINAGE & PROTECTION BOARD BENTONITE WATERPROOFING SYS., TYP. ALLEY PAVERS -REFER TO LANDSCAPE DWGS. 2'-0 1/16" ARTIFICIAL TURF WATERPROOFING MEMBRANE 5/8" TYPE X GYPSUM BOARD CONC. SLAB -SEE STRUCT. DRAWINGS 6" METAL STUD ZIP R-12 TREATED WOOD 1x4, STAINED R-19 BATT INSULATION SELF ADHERED MEMBRANE FLASHING 2'-9" 9'-3" 6" SLAB -SEE STRUCT. DWGS POLYISO FOAM, SLOPED TO DRAIN AT 1/4" PER FOOT ANODIZED METAL POST, BLACK 6" 2 1/2" 3/4" 9'-3" TYP. 2 1/2" TYP. 1 1/2" TREATED WOOD 1x3, STAINED 2 3/4" 8" AIRDRAIN MAT 2ND FLOOR 406.54' 1/2" GYPSUM BOARD FINISH FLOOR -SEE PLAN CONCRETE TOPPING -SEE STRUCT. DWGS. 12" PLANK -SEE STRUCT. DRAWINGS 8" REINFORCED CMU WALL 2x3 STUD WALL WITH BATT INSULATION 6" REINFORCED CMU WALLEXISTING STRUCTURE ON ADJACENT LOT CONT. ELASTOMERIC COATING CONT. ELASTOMERIC COATING 1ST FLOOR 394.54' 2ND FLOOR 406.54' 5/8" FIBERGLASS REINFORCED SHEATHING C8 STEEL CHANNEL PREFINISHED METAL FLASHING ZIP R-12 2x6 STUD WALL, R-21 BATT INSULATION 5/8" GWB (TYPE X IN RATED LOCATIONS) 12" PLANK -SEE STRUCT. DRAWINGS FINISH FLOOR -SEE PLAN RIGID POLYISO INSULATION PANEL SUSPENDED CEILING HANGER CEILING GRID PERIMETER SUPPORT ANGLE, ATTACHED TO STRUCTURE 7/16" PLYWOOD SHEATHING STEEL I-BEAM -REFER TO STRUCT. DWGS 2" SPRAY-ON FIRE PROOFING, 3HR R-19 BATT INSULATION MODULAR FACE BRICK WEEPHOLES VARIES8'-8"2'-1" 3 5/8"1" 2 1/2" 6" 3/8" STEEL PLATE 2 1/4" FACE BRICK PRECAST SILL PREFINISHED METAL FLASHING 5/8" FIBERGLASS REINFORCED SHEATHING BRICK TIE W/ GASKETED FASTENERS @ 16" O.C. VERT. TYP BRICK WALL TIE CONCRETE CURB 6" METAL STUD WALL SPRAY-ON INSULATION 2'-7 5/8" 8 3/8" 5'-9 3/8" 5" 2'-5 3/4" VARIES ASPHALT TOPPING MODULAR FACE BRICK 1ST FLOOR 394.54' 2ND FLOOR 406.54' 2x6 STUD WALL, R-21 BATT INSULATION FINISH FLOOR -SEE PLAN 7/16" PLYWOOD SHEATHING 7/8"2 1/2"6 5/8" 7/8" CORRUGATED METAL PANEL 5/8" TYPE X GYPSUM BOARD 6" SLAB -SEE STRUCT. DWGS CONC. FOUNDATION -SEE STRUCT. DWGS EMBED THRESHOLD IN SEALANT HM DOOR, SEE SCHEDULE HM STEEL DOOR FRAME CMU BOND BEAM PRIMED AND PAINTED WOOD TRIM L3x2-1/2 STEEL ANGLE 12" PLANK -SEE STRUCT. DRAWINGS CONCRETE TOPPING -SEE STRUCT. DWGS. ALLEY PAVERS -REFER TO LANDSCAPE DWGS. GRAVEL PREFINISHED METAL FLASHING 7'-2 3/8"7 5/8"2'-11" 2 1/2" 7/8" E8C ZIP R-12 7/8" CORRUGATED METAL PANEL ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1 1/2" = 1'-0" EXTERIOR SECTION DETAILS A503 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1 1/2" = 1'-0" 7 SECTION DETAIL 1 1/2" = 1'-0" 2 DETAIL @ 2ND FLOOR SLAB EDGE, MTL 1 1/2" = 1'-0" 6 DETAIL @ 2ND FLOOR SLAB EDGE, CMU 1 1/2" = 1'-0" 8 SECTION DETAIL 1 1/2" = 1'-0" 5 SECTION DETAIL 1 1/2" = 1'-0" 4 SECTION DETAIL 1 1/2" = 1'-0" 3 SECTION DETAIL 1 1/2" = 1'-0" 1 SECTION DETAIL 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 2ND FLOOR 406.54' CONCRETE TOPPING -SEE STRUCT. DWGS. 1/2" GYPSUM BOARD RIGID INSULATION -SLOPED @ MIN. OF 1/4" PER FOOT TO MIN. 4" THICKNESS @ ROOF DRAINS TPO ROOF MEMBRANE 1/2" FIBERGLASS MAT GYPSUM ROOF COVER BOARD FINISH FLOOR 7/8" CORRUGATED METAL PANEL E8CPRIMED AND PAINTED WOOD TRIM 1 1ST FLOOR 394.54' CONCRETE SLAB -SEE STRUCT. DWGS. FOR INFO GEOCOMPOSITE DRAINAGE BOARD W/ PERMEABLE FILTER FABRIC TO BE PROVIDED AT ALL BELOW GRADE WATERPROOFING MEMBRANE AREAS BENTONITE WATERPROOFING SYS., TYP. GRADE BEAM -SEE STRUCT. DWGS. FOR INFO GRAVEL 4" PERFORATED SUBDRAINAGE PIPE W/ FILTER FABRIC WRAP -SEE UNDERSLAB DRAINAGE SYS. DWGS. 6 MIL. POLYETHYLENE SUB-SLAB VAPOR BARRIER EXTERIOR GRADE -VARIES WATERPROOFING MEMBRANE PREFINISHED METAL FLASHING REINFORCED CONCRETE WALL 1 BENTONITE WATERSTOP @ SLAB, TYP. 2 1/2" GRAPHITE EPS INSULATION, R-15 -MIN. 24" BELOW GRADE 1 1'-3" 7/8" CORRUGATED METAL PANEL ZIP R-12 10" REINFORCED CMU WALL 3/8" EXPANSION BOLT WOODEN STAIR LANDING LOW-PILE CARPET ROOF 446.54' 1/2" RESILIENT CHANNEL CAP FLASHING RIGID INSULATION -SLOPED @ MIN. OF 1/4" PER FOOT TO MIN. 4" THICKNESS @ ROOF DRAINS TPO ROOF MEMBRANE 1/2" FIBERGLASS MAT GYPSUM ROOF COVER BOARD PRIMED AND PAINTED WOOD TRIM PREFINISHED METAL FLASHING 7/8" CORRUGATED METAL PANEL ZIP R-12 2x6 STUD WALL, R-21 BATT INSULATION 1 1/2" RIM BOARD 8" REINFORCED MASONRY WALL 2x8 FRAMING -SEE STRUCT. DWGS 4 1/2" 5/8" TYPE X GYPSUM BOARD CONTINUE TPO MEMBRANE OVER PARAPET BLOCKING, BEHIND WOOD TRIM & OVERLAP FLASHING TAPE PROVIDE FLASHING TAPE OVER TOP OF ZIP-R & BEHIND WOOD TRIM 1 2ND FLOOR 406.54' RIGID INSULATION -SLOPED @ MIN. OF 1/4" PER FOOT TO MIN. 4" THICKNESS @ ROOF DRAINS TPO ROOF MEMBRANE 1/2" FIBERGLASS MAT GYPSUM ROOF COVER BOARD CONT. ELASTOMERIC COATING 12" PLANK -SEE STRUCT. DRAWINGS CONCRETE TOPPING -SEE STRUCT. DWGS. STEEL BEAM -SEE STRUCT. DWGS SUSPENDED CEILING HANGER RIGID POLYISO INSULATION PANEL CEILING GRID PERIMETER SUPPORT ANGLE, ATTACHED TO STRUCTURE 2" SPRAY-ON FIRE PROOFING, 3HR EXPAND-O-FLASH EXPANSION JOINT COVER W/ INTEGRATED COPING R-19 BATT INSULATION 2ND FLOOR 406.54' RIGID INSULATION -SLOPED @ MIN. OF 1/4" PER FOOT TO MIN. 4" THICKNESS @ ROOF DRAINS TPO ROOF MEMBRANE 1/2" FIBERGLASS MAT GYPSUM ROOF COVER BOARD 7/8" CORRUGATED METAL PANEL 10" REINFORCED CMU WALL PRIMED AND PAINTED WOOD TRIM E8C 1 4TH FLOOR 426.54' 2x6 STUD WALL 7/16" SHEATHING ZIP R12 (R12.6) 1/2" GYP. BD. 1/2" RESILIENT CHANNEL 7/8" THICK CORRUGATED METAL PANEL 3/4" PLYWOOD DECK BATT INSULATION (R21) 3/4" GYPSUM CONCRETE 1/8" ACOUSTICAL UNDERLAYMENT FINISH FLOOR 1 1/2" RIM BOARD WOOD TRUSS (DESIGNED BY OTHERS) EXTERIOR MCNICHOLS WIRE MESH STAINLESS STEEL TYPE 304 WELDED, 2"X2" ITEM 38203500, WELD TO STEEL ANGLES 1 1/2"x1 1/2"x3/16" STEEL CHANNEL, PRIME+PAINT, WELD TOGETHER 1/4 TREATED WOOD DECKING COUNTER SINK SCREW CHANNEL TO 2x10 WOOD FRAMING PAINTED 5/4 WOOD END BOARD TREATED WOOD 1x4'S, PAINT BLACK, PROVIDE 1/4" GAP BETWEEN BOARDS 7/8" CORRUGATED METAL PANEL5/8" TYPE X GYPSUM BOARD FIRE RETARDANT LUMBER TO BE USED FOR ALL STRUCTURAL COMPONENTS OF CANTILEVERED BALCONIES, TYP. 1 MIN. R-15 INSULATION AT RIM BOARD 1 ZIP FLASHING TAPE WRAPPED INSIDE ROUGH OPENING 2x6 STUD WALL, R-21 BATT INSULATION 5/8" GWB 3/4" BIRCH VENEER CAULK INTUS SUPERA WINDOW PRIMED AND PAINTED WOOD TRIM E8C PREFINISHED SILL FLASHING 1 2x3 BLOCKING 1ST FLOOR 394.54' SIDEWALK, SLOPE DOWN AWAY FROM BUILDING 1 1/2" PRECAST CONCRETE PANEL SLAB ON GRADE CORK EXPANSION JOINT FILLER SLOTTED CONNECTION 1 1/4" DIA. ROUND DEPRESSION IN CONCRETE, 1/4" DEEP 3/4" BIRCH VENEER 1/2" 9 1/8" 1 1/2" 11 1/8" 3 7/8" 6 1/4" 1" 1'-6 1/2" COORDINATE WITH ID DETAILS (ID701) FOR FINISH AT LOBBY KAWNEER 601UT STOREFRONT PREFINISHED METAL FLASHING PREFINISHED METAL FLASHING ZIP R-12 6" METAL STUD R-19 BATT INSULATION 1/2" GYPSUM BOARD WOOD 2X10 5/8" FIBERGLASS REINFORCED SHEATHING 1 2 1/2" GRAPHITE EPS INSULATION, R-15 -MIN. 24" BELOW GRADE 1ST FLOOR 394.54' 1/2"6"5/8" 2 1/2" 1"3 5/8" 1'-6 1/2"± SLOPE W/ SIDEWALK SIDEWALK, SLOPE DOWN AWAY FROM BUILDING 1 1/2" THICK HONED BLACK GRANITE BRICK TIE, AS REQUIRED FLASHING SLAB ON GRADE CAULK MORTAR PROPERTY LINE MODULAR BRICK ZIP R RIGID INSULATION + SHEATHING 5/8" SHEATHING CORK EXPANSION JOINT FILLER 4" CMU SLOTTED CONNECTION BRICK TIES 1'-2 33/128" 2 1/2" GRAPHITE EPS INSULATION, R-15 -MIN. 24" BELOW GRADE 1" 1ST FLOOR 394.54' CONCRETE SLAB -SEE STRUCTURAL DWGS GRADE BEAM -SEE STRUCTURAL DWGS GRAVEL 4" PERFORATED SUBDRAINAGE PIPE W/ FILTER FABRIC WRAP -SEE UNDERSLAB DRAINAGE SYS. DWGS. 6 MIL. POLYETHYLENE SUBSLAB VAPOR BARRIER EXTERIOR GRADE -VARIES REINFORCED CONCRETE WALL EXISTING STRUCTURE ON ADJACENT LOT 3 5/8" METAL STUD 1/2" GYPSUM BOARD 5/8" FIBERGLASS REINFORCED SHEATHING 2" RIGID INSULATION ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1 1/2" = 1'-0" EXTERIOR SECTION DETAILS A504 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1 1/2" = 1'-0" 1 DETAIL @ 2ND FLOOR GREEN ROOF 1 1/2" = 1'-0" 4 SECTION DETAIL 1 1/2" = 1'-0" 5 SECTION DETAIL 1 1/2" = 1'-0" 6 SECTION DETAIL 1 1/2" = 1'-0" 3 SECTION DETAIL 1 1/2" = 1'-0" 2 SECTION DETAIL 1 1/2" = 1'-0" 9 DETAIL @ BALCONY, WINDOW SILL 1 1/2" = 1'-0" 8 SECTION DETAIL 1 1/2" = 1'-0" 7 SECTION DETAIL 1 1/2" = 1'-0" 10 SECTION DETAIL 1 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 2ND FLOOR 406.54' CONCRETE TOPPING -SEE STRUCT. DWGS. 12" PLANK -SEE STRUCT. DRAWINGS 1/8" ACOUSTICAL UNDERLAYMENT FINISH FLOOR -SEE PLAN RIGID POLYISO INSULATION PANEL SUSPENDED CEILING HANGER 2" SPRAY-ON FIRE PROOFING, 3HR STEEL I-BEAM -SEE STRUCTURAL DRAWINGS R-19 BATT INSULATION 2ND FLOOR 406.54' 4" FLASHING ZIP R12 (R12.6) 1/2" MOISTURE RESISTANT GYP. BD. SUSPENDED CEILING FINISH FLOOR 10" CHANNEL 7 1/2" 3/4" BIRCH VENEER 1'-6 1/4" STEEL ANGLE EMBED R-19 BAT INSULATION SPRAY ON FIREPROOFING 3"X3"X1/4" STEEL ANGLE KICKERS, WELD TO STEEL BEA, AND TO STEEL PLATE 3" DIAMETER TUBES, WELD TO ANGLE AND TO PLATE SANCOR STAINLESS COMPANY EYE SLIP HOOK(LARGE), NOMINAL SIZE= 3/4", ITEM NUMBER S0454-0020, 12,000 LB. CAPACITY 6'-7 15/16" 6" 10" 3/4" DIA. STEEL RODS, WELD TO GUTTER AND TO STEEL PLATE 6" GUTTER MADE OF 3/8" THICK STEEL PLATE, CONTINUOUSLY WELDED 1"X1/4" STEEL SECTIONS @ 1'-0" O.C., WELD TO TOP OF GUTTER WELD HINGE TO T SHAPE AND TO STEEL GUTTER SILICONE SEALANT 3/8" THICK LAMINATED SAFETY GLASS SET IN BED OF SILICONE CONTINUOUSLY WELD 4"x4"x3/8" STEEL T SECTION @ 18" O.C. 14C 18x42.7 WELD TO STEEL T SHAPE 1'-6" 9" DOWNLIGHTS: LED 12V MINI SPOTLIGHT, BLACK FINISH ON ALUM., 2700K COLOR TEMP. ELECTRIC JUNCTION BOX CONDUIT FOR LIGHT FIXTURES, ATTACH TO TOP OF CENTER T SHAPE 3/4" DIA. U SHAPED ROD 3" 1" DIA. STAINLESS STEEL CABLE (5,000 LBS WORKING LOAD) KAWNEER 601UT STOREFRONT 5/8" GWB 1 5/8" METAL FRAMING 1 2 1/2" METAL STUD 6" METAL STUD INTUS SUPERA WINDOW 2x3 BLOCKING PRECAST SILL E31 1/2" JOINT SEALANT W/ BACKER ROD PREFINISHED METAL SILL FLASHINGCAULK 2x6 STUD WALL, R-21 BATT INSULATION 5/8" GWB ZIP FLASHING TAPE WRAPPED INSIDE ROUGH OPENING 1 SEAL PENETRATIONS OF AIR/VAPOR BARRIER W/ LIQUID FLASHING 1 5TH FLOOR 436.54' BRICK VENEER UPPER WINDOW TO BE FIXED GLASS 2x6 STUD WALL 7/16" SHEATHING ZIP R12 (R12.6) 1/2" GYP. BD. 1/2" RESILIENT CHANNEL DOUBLE UP TRUSSES WHERE THE STEEL ANGLES ARE 3/4" PLYWOOD DECK BATT INSULATION (R21) 3/4" GYPSUM CONCRETE 1/8" ACOUSTICAL UNDERLAYMENT FINISH FLOOR 10" CHANNEL 3'-8" 1'-0"1'-6 1/8" 1" DIA. STAINLESS STEEL CABLE (5,000 LBS WORKING LOAD) 4 TON SNATCH BLOCK W/ SWIVEL HOOK, 4.5" SHEAVE(FOR 1/2" WIRE ROPE) 11" 1/2" THICK STEEL PLATE, WELD TO I-BEAM AND TO STEEL ANGLES. PLATE= 19" HIGH x 7" WIDE 4"x4"x3/8" STEEL ANGLES, EXTEND 12' INTO FLOOR THREE 2X8'S 1'-7 1/2" 5/8"1'-4 1/2"3/4" 1/8" 3/4" 3/4" BETWEEN EVERY OTHER JOIST, WELD A 3/8" STEEL PLATE TO THE LEGS OF BOTH ANGLES 8" 5/8" TYPE X GYPSUM BOARD ZIP FLASHING TAPE WRAPPED INSIDE ROUGH OPENING E8CPRIMED AND PAINTED WOOD TRIM PREFINISHED SILL FLASHING 1/2" JOINT SEALANT W/ BACKER ROD 1 3/4" BIRCH VENEER PREFINISHED METAL FLASHING PRESSURE TREATED WOOD PLATE (PAINT TO MATCH WOOD TRIM) 2x3 BLOCKING PRESSURE TREATED WOOD PLATE MIN. R-15 INSULATION AT RIM BOARD 1 INTUS SUPERA WINDOW SEAL PENETRATIONS OF AIR/VAPOR BARRIER W/ LIQUID FLASHING 1 PREFINISHED METAL FLASHING WEEPHOLES PREFINISHED METAL FLASHING 1 5TH FLOOR 436.54' 1/2" RESILIENT CHANNEL 3/4" PLYWOOD DECK 3/4" GYPSUM CONCRETE 1/8" ACOUSTICAL UNDERLAYMENT FINISH FLOOR BOLT 4 1/4"4 1/4" WIDE OPENING IN TRUSS MAY NOT BE EXACTLY IN MID SPAN. THIS OPENING IS TO BE CENTERED ON THE CANTILEVERED BEAM WHICH IS CENTERED ABOVE THE FRONT DOOR AND WINDOWS BELOW. WELD 8"(HORIZONTAL DIMENSION), 3/8" THICK PLATE AT EVERY OTHER TRUSS OPENING TO STEEL ANGLES 4"x4"x3/8" STEEL ANGLES, EXTEND 12' INTO FLOOR 5/8" TYPE X GYPSUM BOARD 4TH FLOOR 426.54' BRICK VENEER INTUS DOUBLE FRENCH DOOR FLASHING 2x6 STUD WALL 7/16" SHEATHING ZIP R12 (R12.6) 1/2" GYP. BD. 1/2" RESILIENT CHANNEL DOUBLE UP TRUSSES WHERE THE STEEL ANGLES ARE 3/4" PLYWOOD DECK 3/4" GYPSUM CONCRETE 1/8" ACOUSTICAL UNDERLAYMENT FINISH FLOOR 10" CHANNEL 1/2" THICK STEEL PLATE, WELD TO I BEAM AND TO STEEL ANGLES. PLATE= 19" HIGH x 7" WIDE 4"x4"x3/8" STEEL ANGLES, EXTEND 12' INTO FLOOR THREE 2X8'S 5/8"1'-4 1/2"3/4" 1/8" 3/4" 3/4" 3" 9" 1" THICK STEEL PLATE TURNBUCKLE BETWEEN EVERY OTHER JOIST, WELD A 3/8" STEEL PLATE TO THE LEGS OF BOTH ANGLES WEATHERSTRIPPING SHIM FACE OF BRICK BEYOND CAST STONE SILL 2" THRESHOLD SWEEP GUARDRAIL TO BE 1 1/2"x1 1/2"x3/16" STEEL FRAME WITH 2" SQUARE STAINLESS STEEL MESH 5/8" TYPE X GYPSUM BOARD MIN. R-15 INSULATION AT RIM BOARD 1 PREFINISHED METAL FLASHING WEEPHOLES SEAL PENETRATIONS OF AIR/VAPOR BARRIER W/ LIQUID FLASHING 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1 1/2" = 1'-0" EXTERIOR SECTION DETAILS A505 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1 1/2" = 1'-0" 2 SECTION DETAIL 1 1/2" = 1'-0" 1 DETAIL @ ENTRANCE CANOPY 1 1/2" = 1'-0" 5 SECTION DETAIL 1 1/2" = 1'-0" 3 A505 -TRUSS CROSS SECTION 1 1/2" = 1'-0" 6 DETAIL @ CANOPY ANCHOR JULIETTE BALC DOOR 12.03.202090% CONSTRUCTION DOCUMENT SET 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 5TH FLOOR 436.54' PRECAST CONCRETE ROOF PAVER ON PEDESTALS, TYP.PRESSURE TREATED WOOD PLATE 5/8" TYPE X GYPSUM BOARD 1/2" RESILIENT CHANNEL DIMENSIONAL LUMBER -SEE STRUCT. DRAWINGS DIMENSIONAL LUMBER -SEE STRUCT. DRAWINGS LVL -SEE STRUCTURAL DRAWINGS 3/4" GYPSUM CONCRETE 1/8" ACOUSTICAL UNDERLAYMENT PLYWOOD DECKING -SEE STRUCT. DWGS PLYWOOD DECKING -SEE STRUCT. DWGS FINISH FLOOR -SEE PLAN TPO ROOF MEMBRANE RIGID INSULATION -SLOPED @ MIN. OF 1/4" PER FOOT TO MIN. 4" THICKNESS @ ROOF DRAINS 1/2" FIBERGLASS MAT GYPSUM ROOF COVER BOARD 2" GEOFOAM ZIP FLASHING TAPE WRAPPED INSIDE ROUGH OPENING 1 INTUS SUPERA DOOR 5TH FLOOR 436.54' TPO ROOF MEMBRANE DRAINAGE & PROTECTION BOARD SELF ADHERED MEMBRANE FLASHING DOWN TO OVERLAP HRA MEMBRANE AND UP WALL 8" MIN. ABOVE GRADE, TYP. DIMENSIONAL LUMBER -SEE STRUCT. DRAWINGS GREEN ROOF -SEE LANDSCAPE DRAWINGS 5/8" TYPE X GYPSUM BOARD OPEN WEB JOISTS -SEE STRUCT. DWGS OPEN WEB JOISTS -SEE STRUCT. DWGS 1/2" GYPSUM BOARD 7/16" PLYWOOD SHEATHING 1/2" RESILIENT CHANNEL 3/4" GYPSUM CONCRETE PLYWOOD DECKING -SEE STRUCT. DWGS 1/8" ACOUSTICAL UNDERLAYMENT FINISH FLOOR -SEE PLAN BATT INSULATION -R21 ZIP R-SHEATHING -R12 1/2" FIBERGLASS MAT GYPSUM ROOF COVER BOARD RIGID INSULATION -SLOPED @ MIN. OF 1/4" PER FOOT TO MIN. 4" THICKNESS @ ROOF DRAINS 2" GEOFOAM 5TH FLOOR 436.54' 2x6 STUD WALL, R-21 BATT INSULATION DIMENSIONAL LUMBER -SEE STRUCTURAL DRAWINGS PLYWOOD DECKING -SEE STRUCT. DWGS RIGID INSULATION -SLOPED @ MIN. OF 1/4" PER FOOT TO MIN. 4" THICKNESS @ ROOF DRAINS 1/2" RESILIENT CHANNEL 5/8" TYPE X GYPSUM BOARD VARIES TPO ROOF MEMBRANE 1/2" FIBERGLASS MAT GYPSUM ROOF COVER BOARD PRECAST CONCRETE ROOF PAVER ON PEDESTALS, TYP. GREEN ROOF -SEE LANDSCAPE DRAWINGS DRAINAGE & PROTECTION BOARD DRAINAGE & PROTECTION BOARD 2" GEOFOAM GEO-EDGE GEO-EDGE 4TH FLOOR 426.54' 1 1/2" RIM BOARD ZIP R-12 5/8" TYPE X GYPSUM BOARD 5/8" GWB (TYPE X IN RATED LOCATIONS) DIMENSIONAL LUMBER -SEE STRUCT. DRAWINGS 2x6 STUD WALL, R-21 BATT INSULATION 7/16" PLYWOOD SHEATHING Z-CLIP PLYWOOD DECKING -SEE STRUCT. DWGS 1/8" ACOUSTICAL UNDERLAYMENT FINISH FLOOR -SEE PLAN 3/4" GYPSUM CONCRETE 7/8" CORRUGATED METAL PANEL 1/2" RESILIENT CHANNEL PRIMED AND PAINTED WOOD TRIM5/8" GWB (TYPE X IN RATED LOCATIONS) 2x6 STUD WALL, R-21 BATT INSULATION 7/8"2 1/2"6 1/2" MIN. R-15 INSULATION AT RIM BOARD 1 2ND FLOOR 406.54' HSS 2x2 ZIP R-12 2x6 STUD WALL, R-21 BATT INSULATION 5/8" GWB (TYPE X IN RATED LOCATIONS) 12" PLANK -SEE STRUCT. DRAWINGS FINISH FLOOR -SEE PLAN RIGID POLYISO INSULATION PANEL SUSPENDED CEILING HANGER 7/16" PLYWOOD SHEATHING 3'-3" STEEL I-BEAM -REFER TO STRUCT. DWGS R-19 BATT INSULATION 2'-0" 7/8"2 1/2"6 5/8" 7/8" CORRUGATED METAL PANEL L6x4 STEEL ANGLE PRIMED AND PAINTED WOOD TRIM WRAP BOTTOM OF ZIP R-12 WITH ZIP FLASHING TAPE -TURN UP BEHIND SUPPORT ANGLE E8C STRUCTURAL KICKER SEE STRUCT. DWGS 1 2ND FLOOR 406.54' ZIP R-12 2x6 STUD WALL, R-21 BATT INSULATION 5/8" GWB (TYPE X IN RATED LOCATIONS) 12" PLANK -SEE STRUCT. DRAWINGS FINISH FLOOR -SEE PLAN RIGID POLYISO INSULATION PANEL SUSPENDED CEILING HANGER CEILING GRID PERIMETER SUPPORT ANGLE, ATTACHED TO STRUCTURE 7/16" PLYWOOD SHEATHING 3'-3" R-19 BATT INSULATION MODULAR FACE BRICK WEEPHOLES 2'-0" 3 5/8"1" 2 1/2" 6" ZIP FLASHING TAPE OVER STRUCTURAL SUPPORT ANGLE C10 STEEL ANGLE STRUCTURAL SUPPORT ANGLE 1 STRUCTURAL KICKER SEE STRUCT. DWGS HSS 2x2 5TH FLOOR 436.54' CAP FLASHING RIGID INSULATION -SLOPED @ MIN. OF 1/4" PER FOOT TO MIN. 4" THICKNESS @ ROOF DRAINS 2x6 STUD WALL, R-21 BATT INSULATION 1 1/2" RIM BOARD 5/8" TYPE X GYPSUM BOARD 1/2" RESILIENT CHANNEL 2x6 STUD WALL, R-21 BATT INSULATION OPEN WEB JOISTS -SEE STRUCT. DWGS ZIP R-12 5/8" GWB (TYPE X IN RATED LOCATIONS) PLYWOOD DECKING -SEE STRUCT. DWGS 1'-7 5/8" SOIL, MIN. 4" ROOF MEMBRANE PROTECTION/DRAINAGE BOARD WOOD 2x10 WOOD BLOCKING 1/4" THICK STEEL PLATE, 7 1/2"x7 1/2" SQR COUNTERSICK SCREW TO TOP OF PARAPET AS SHOWN PROVIDE SILICONE SEALANT AT EDGE OF PLATE AND OVER TOP OF SCREWS 1'-1"3'-6" 1" DIA. STEEL TUBE, WELD TO ADJACENT TUBE, PRIME + PAINT VERTICAL POSTS ABOUT 4'-0" O.C., SEE ELEVATIONS TYP 1" TYP 4"1" A512 5 CONTINUE TPO MEMBRANE OVER PARAPET BLOCKING, BEHIND WOOD TRIM & OVERLAP FLASHING TAPE PROVIDE FLASHING TAPE OVER TOP OF ZIP-R & BEHIND STEEL CHANNEL A512 6 MIN. R-15 INSULATION AT RIM BOARD 4TH FLOOR 426.54' OPEN WEB JOISTS -SEE STRUCT. DWGS 1 1/2" RIM BOARD ZIP R-12 1/2" RESILIENT CHANNEL 5/8" TYPE X GYPSUM BOARD 5/8" GWB (TYPE X IN RATED LOCATIONS) DIMENSIONAL LUMBER -SEE STRUCT. DRAWINGS 2x6 STUD WALL, R-21 BATT INSULATION 7/16" PLYWOOD SHEATHING PLYWOOD DECKING -SEE STRUCT. DWGS 1/8" ACOUSTICAL UNDERLAYMENT FINISH FLOOR -SEE PLAN 3/4" GYPSUM CONCRETE 7/8" CORRUGATED METAL PANEL PREFINISHED METAL FLASHING MIN. R-15 INSULATION AT RIM BOARD 1 4TH FLOOR 426.54' 1/2" RESILIENT CHANNEL 5/8" TYPE X GYPSUM BOARD 5/8" GWB (TYPE X IN RATED LOCATIONS) 3/4" GYPSUM CONCRETE PLYWOOD DECKING -SEE STRUCT. DWGS 1/8" ACOUSTICAL UNDERLAYMENT FINISH FLOOR -SEE PLAN 5/8" GWB (TYPE X IN RATED LOCATIONS) 2x6 STUD WALL, R-21 BATT INSULATION 7/16" PLYWOOD SHEATHING ZIP R-12 7/8" CORRUGATED METAL PANEL 1 1/2" RIM BOARD OPEN WEB TRUSS -SEE STRUCT. DWGS 7/8"2 1/2"6 1/2" MIN. R-15 INSULATION AT RIM BOARD 1 4TH FLOOR 426.54' 1/2" RESILIENT CHANNEL 5/8" TYPE X GYPSUM BOARD PLYWOOD DECKING -SEE STRUCT. DWGS 1/8" ACOUSTICAL UNDERLAYMENT FINISH FLOOR -SEE PLAN 1/2" GYPSUM BOARD 2x6 STUD WALL, R-21 BATT INSULATION 7/16" PLYWOOD SHEATHING ZIP R-12 1 1/2" RIM BOARD OPEN WEB TRUSS -SEE STRUCT. DWGS MODULAR FACE BRICK 3/4" GYPSUM CONCRETE 1 MIN. R-15 INSULATION AT RIM BOARD SELF ADHERED MEMBRANE FLASHING PREFINISHED METAL FLASHING 5TH FLOOR 436.54' 1/2" RESILIENT CHANNEL 5/8" TYPE X GYPSUM BOARD 5/8" GWB (TYPE X IN RATED LOCATIONS) 3/4" GYPSUM CONCRETE PLYWOOD DECKING -SEE STRUCT. DWGS 1/8" ACOUSTICAL UNDERLAYMENT FINISH FLOOR -SEE PLAN 5/8" GWB (TYPE X IN RATED LOCATIONS) 2x6 STUD WALL, R-21 BATT INSULATION 7/16" PLYWOOD SHEATHING ZIP R-12 BRICK TIE W/ GASKETED FASTENERS @ 16" O.C. VERT. TYP PREFINISHED METAL FLASHING C8 STEEL CHANNEL SELF ADHERED MEMBRANE FLASHING MODULAR FACE BRICK 3 5/8"1"2 1/2"5 7/8"5/8" MIN. R-15 INSULATION AT RIM BOARD 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1 1/2" = 1'-0" EXTERIOR SECTION DETAILS A506 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1 1/2" = 1'-0" 8 DETAIL @ 5TH FLR TERRACE -THRESHOLD/RAMP 1 1/2" = 1'-0" 6 DETAIL @ 5TH FLOOR TERRACE 1 1/2" = 1'-0" 9 DETAIL @ 5TH FLOOR ROOF TERRACE 1 1/2" = 1'-0" 5 SECTION DETAIL 1 1/2" = 1'-0" 7 SECTION DETAIL 1 1/2" = 1'-0" 11 SECTION DETAIL 1 1/2" = 1'-0" 10 SECTION DETAIL 1 1/2" = 1'-0" 1 SECTION DETAIL 1 1/2" = 1'-0" 2 SECTION DETAIL 1 1/2" = 1'-0" 3 SECTION DETAIL 1 1/2" = 1'-0" 4 SECTION DETAIL 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 3RD FLOOR 416.54' 3RD FLOOR 416.54' FINISH FLOOR -SEE PLAN 1/2" RESILIENT CHANNEL PLYWOOD DECKING -SEE STRUCT. DWGS 3/4" GYPSUM CONCRETE 1/8" ACOUSTICAL UNDERLAYMENT EXISTING MASONRY WALL BATT INSULATION 5/8" TYPE X GYPSUM BOARD 7/16" PLYWOOD SHEATHING PARGE COAT, AS AIR BARRIER 5/8" GWB 5/8" GWB MIN. R-15 INSULATION AT RIM BOARD 2ND FLOOR 406.54' EXISTING MASONRY WALL CONCRETE TOPPING -SEE STRUCT. DWGS. FINISH FLOOR -SEE PLAN 2x6 STUD WALL, R-21 BATT INSULATION 7/16" PLYWOOD SHEATHING STEEL I-BEAM -SEE STRUCTURAL DRAWINGS 2" RIGID INSULATION 2" SPRAY-ON FIRE PROOFING, 3HR 2 1/2" MTL STUD 5/8" GWB 1/2" GYPSUM BOARD PARGE COAT, AS AIR BARRIER 2" RIGID INSULATION AIR BARRIER 2 1/2" MTL STUD 5/8" GWB 3 5/8" DEFLECTION CHANNEL 5/8" FIBERGLASS REINFORCED SHEATHING 3 5/8" METAL STUD FURRING R-19 BATT INSULATION 3/8" STEEL PLATE 2ND FLOOR 406.54' CONCRETE TOPPING -SEE STRUCT. DWGS. FINISH FLOOR -SEE PLAN R-19 BATT INSULATION EXISTING MASONRY KAWNEER 601UT STOREFRONT 1'-3" 9 5/8" 2x6 STUD WALL, R-21 BATT INSULATION 5/8" GWB 7/16" PLYWOOD SHEATHING 2 1/2" MTL STUD STEEL BEAM -SEE STRUCT. DWGS 5/8" GWB STAINLESS STEEL AWNING 1'-1 5/16"(V.I.F.)2" 7/16" 5 1/2"5/8" HEADER -SEE STRUCT. DWGS. PREFINISHED METAL FLASHING HSS TUBE FRAMING ATTACH TO MASONRY AT STOREFRONT JAMBS STEEL ANGLES WELDED TO STRUCTURAL STEEL 2" RIGID INSULATION TAPE @ INTERIOR SEAMS 1 1ST FLOOR 394.54' 1/2" GYPSUM BOARD PARGE COAT, AS AIR BARRIER2" RIGID INSULATION 3 5/8" METAL STUD FURRING FINISH FLOOR -SEE PLAN 6" SLAB -SEE STRUCT. DWGS GRADE BEAM -SEE STRUCT. DWGS 5/8" FIBERGLASS REINFORCED SHEATHING EXISTING MASONRY WALL EXISTING STONE FOUNDATION EXTERIOR GRADE -VARIES 2'-2 7/8" 3/4" BIRCH VENEER PRECAST SILL KAWNEER 601UT STOREFRONT R-15 BATT INSULATION 1 1/2" RIGID INSULATION 1/2" PLYWOOD 1 5/8" STUD 2 1/2" GRAPHITE EPS INSULATION, R-15 PARGE COAT, AS AIR BARRIER 2ND FLOOR 406.54' CONCRETE TOPPING -SEE STRUCT. DWGS. FINISH FLOOR -SEE PLAN STEEL I-BEAM -SEE STRUCTURAL DRAWINGS 2" RIGID INSULATION 2" SPRAY-ON FIRE PROOFING, 3HR 2 1/2" MTL STUD 5/8" GWB 2 1/2" MTL STUD 5/8" GWB ANDERSEN DOUBLE FRENCH DOOR GUARDRAIL TO BE 1 1/2"x1 1/2"x3/16" STEEL FRAME WITH 2" SQUARE STAINLESS STEEL MESH C8 STEEL CHANNEL EXISTING MASONRY KAWNEER 601UT STOREFRONT 1'-3" 9 1/8" 1'-0 9/16" PRECAST SILL MIN. R-19 BATT INSULATION HEADER -SEE STRUCT. DWGS. STEEL ANGLES WELDED TO STRUCTURAL STEEL PARGE COAT, AS AIR BARRIER PAINTED WOOD FILLER PIECE AT ARCH EXISTING BRICK WALL, THICKNESS VARIES 1 1/2" RIM BOARD CORNER BEAD 5/8" TYPE X GYPSUM BOARD RESILIENT CHANNEL WOOD TRUSS (DESIGNED BY OTHER) MIN. R-15 INSULATION AT RIM BOARD 2" RIGID INSULATION PREFINISHED METAL FLASHING FLASHING TAPE 1 1 3RD FLOOR 416.54' FINISH FLOOR -SEE PLAN 1/2" RESILIENT CHANNEL PLYWOOD DECKING -SEE STRUCT. DWGS 3/4" GYPSUM CONCRETE 1/8" ACOUSTICAL UNDERLAYMENT EXISTING MASONRY WALL 5/8" TYPE X GYPSUM BOARD PARGE COAT, AS AIR BARRIER 5/8" GWB PRECAST SILL PRECAST LINTEL 3/4" BIRCH VENEER ANDERSEN DOUBLE FRENCH DOOR GUARDRAIL TO BE 1 1/2"x1 1/2"x3/16" STEEL FRAME WITH 2" SQUARE STAINLESS STEEL MESH ANDERSEN DOUBLE FRENCH DOOR PREFINISHED METAL FLASHING 9/16" 2 11/16" 1'-2 3/16" MIN. R-15 INSULATION AT RIM BOARD TREATED WOOD BLOCKING ANDERSON E SERIES WOOD SINGLE HUNG 3/4" BIRCH VENEER 5/8" GWB ALL THESE (SINGLE HUNG) WINDOWS AT THE EXISTING FACADE TO BE CUSTOM SIZED TO FIT THE EXISTING OPENINGS. CONTRACTOR TO FIELD MEASURE ALL LOCATIONS. NOTE: PAINTED WOOD FILLER PIECE AT ARCH EXISTING BRICK WALL, THICKNESS VARIES 1 1/2" RIM BOARD CORNER BEAD 5/8" TYPE X GYPSUM BOARD RESILIENT CHANNEL WOOD TRUSS (DESIGNED BY OTHER) CAULK METAL FLASHING FLASHING TAPE MIN. R-15 INSULATION AT RIM BOARD 2" RIGID INSULATION 2" RIGID INSULATION PREFINISHED METAL FLASHING FLASHING TAPE 2x6 STUD WALL, R-21 BATT INSULATION PRECAST SILL E31 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1 1/2" = 1'-0" EXTERIOR SECTION DETAILS A507 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1 1/2" = 1'-0" 3 SECTION DETAIL 1 1/2" = 1'-0" 2 SECTION DETAIL 1 1/2" = 1'-0" 4 SECTION DETAIL 1 1/2" = 1'-0" 1 SECTION DETAIL 1 1/2" = 1'-0" 6 SECTION DETAIL 1 1/2" = 1'-0" 7 SECTION DETAIL 1 1/2" = 1'-0" 5 SECTION DETAIL 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 4TH FLOOR 426.54' 1/8" ACOUSTICAL UNDERLAYMENT FINISH FLOOR -SEE PLAN 3/4" GYPSUM CONCRETE EXISTING MASONRY WALL 5/8" TYPE X GYPSUM BOARD 5/8" GWB (TYPE X IN RATED LOCATIONS) 2x8 FRAMING, SEE STRUCT. DWGS GREEN ROOF -SEE LANDSCAPE DRAWINGS PAVERS ADJUSTABLE PAVER PEDESTAL ROOF DRAIN -SEE PLUMB. DRAWINGS 1/2" FIBERGLASS MAT GYPSUM ROOF COVER BOARD TPO ROOF MEMBRANE RIGID INSULATION -SLOPED @ MIN. OF 1/4" PER FOOT TO MIN. 4" THICKNESS @ ROOF DRAINS 2" GEOFOAM DRAINAGE & PROTECTION BOARD GEO-EDGE RAILING PLYWOOD DECKING -SEE STRUCT. DWGS 7/8" CORRUGATED METAL PANEL CONTINUE TPO MEMBRANE UP PARAPET WALL AND OVER TOP PRESSURE TREATED WOOD PLATE 3" CLOSED CELL SPRAY FOAM INSULATION 1 CONTINUE TPO MEMBRANE UP CURB AND INTO ROUGH OPENING -COVER WITH SILL PLATE 1 1 4TH FLOOR 426.54' 5/8" TYPE X GYPSUM BOARD 7/16" PLYWOOD SHEATHING EXISTING MASONRY WALL FINISH FLOOR -SEE PLAN DRAINAGE & PROTECTION BOARD GREEN ROOF -SEE LANDSCAPE DRAWINGS 1/2" RESILIENT CHANNEL PLYWOOD DECKING -SEE STRUCT. DWGS 2x6 STUD WALL, R-21 BATT INSULATION 1/2" GYPSUM BOARD PLYWOOD DECKING -SEE STRUCT. DWGS 3/4" GYPSUM CONCRETE 1/8" ACOUSTICAL UNDERLAYMENT 5/8" GWB CONTINUE TPO MEMBRANE UP PARAPET WALL AND OVER TOP 3" CLOSED CELL SPRAY FOAM INSULATION 1 CONTINUE TPO MEMBRANE UP WALL, UNDER FLASHING 1 7/8" CORRUGATED METAL PANEL 1 PREFINISHED METAL FLASHING OVERLAP METAL FLASHING W/ FLASHING TAPE 1 5TH FLOOR 436.54' EXTERIORINTERIOR WOOD TRUSS (DESIGNED BY OTHERS) MCNICHOLS WIRE MESH STAINLESS STEEL TYPE 304 WELDED, 2"X2" ITEM 38203500, WELD TO STEEL ANGLES 1 1/2"x1 1/2"x1/4" STEEL CHANNEL, PRIME+PAINT, WELD TOGETHER 1/4 TREATED WOOD DECKING COUNTER SINK SCREW CHANNEL TO 2x10 WOOD FRAMING PAINTED 5/4 WOOD END BOARD TREATED WOOD 1x4'S, PAINT BLACK, PROVIDE 1/4" GAP BETWEEN BOARDS TEMPERED INSULATING GLASS WOOD BALCONY DOOR WRAP FLASHING TAPE OVER BLOCKING -COVER WITH PREFINISHED METAL FLASHING & SILL PLATE ALUMINUM THRESHOLD WOOD BLOCKING 3/4" PLYWOOD DECK 3/4" GYPSUM CONCRETE FINISH FLOOR 7/8" CORRUGATED METAL PANEL PREFINISHED METAL FLASHING ZIP R-12 7/16" PLYWOOD SHEATHING 5/8" TYPE X GYPSUM BOARD 5/8" GWB (TYPE X IN RATED LOCATIONS) 1/2" RESILIENT CHANNEL 2x6 STUD WALL, R-21 BATT INSULATION 1 1/2" RIM BOARD 1/8" ACOUSTICAL UNDERLAYMENT FIRE RETARDANT LUMBER TO BE USED FOR ALL STRUCTURAL COMPONENTS OF CANTILEVERED BALCONIES, TYP. 1 1 MIN. R-15 INSULATION AT RIM BOARD 1 4TH FLOOR 426.54' EXTERIORINTERIOR WOOD TRUSS (DESIGNED BY OTHERS) MCNICHOLS WIRE MESH STAINLESS STEEL TYPE 304 WELDED, 2"X2" ITEM 38203500, WELD TO STEEL ANGLES 1 1/2"x1 1/2"x1/4" STEEL CHANNEL, PRIME+PAINT, WELD TOGETHER 1/4 TREATED WOOD DECKING COUNTER SINK SCREW CHANNEL TO 2x10 WOOD FRAMING PAINTED 5/4 WOOD END BOARD TREATED WOOD 1x4's, PAINT BLACK, PROVIDE 1/4" GAP BETWEEN BOARDS ALL ACROSS THE BOTTOM OF THE BALCONY TEMPERED INSULATING GLASS WOOD BALCONY DOOR FLASHING ALUMINUM THRESHOLD WOOD BLOCKING 3 7/8" 3'-6" 3/4" PLYWOOD DECK 3/4" GYPSUM CONCRETE FINISH FLOOR PREFINISHED METAL FLASHING MODULAR FACE BRICK ZIP R-12 7/16" PLYWOOD SHEATHING 5/8" TYPE X GYPSUM BOARD 5/8" GWB (TYPE X IN RATED LOCATIONS) 1/2" RESILIENT CHANNEL 2x6 STUD WALL, R-21 BATT INSULATION 1 1/2" RIM BOARD 1/8" ACOUSTICAL UNDERLAYMENT FIRE RETARDANT LUMBER TO BE USED FOR ALL STRUCTURAL COMPONENTS OF CANTILEVERED BALCONIES, TYP. WRAP FLASHING TAPE OVER BLOCKING -COVER WITH PREFINISHED METAL FLASHING & SILL PLATE MIN. R-15 INSULATION AT RIM BOARD 1 1 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1 1/2" = 1'-0" EXTERIOR SECTION DETAILS A508 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1 1/2" = 1'-0" 1 DETAIL @ 4TH FLOOR TERRACE 2 1 1/2" = 1'-0" 2 DETAIL @ 4TH FLOOR TERRACE 1 1/2" = 1'-0" 4 DETAIL @ BALCONY, DOOR SILL -MTL 1 1/2" = 1'-0" 3 DETAIL @ BALCONY, DOOR SILL -BRICK 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 3RD FLOOR 416.54' EXTERIORINTERIOR INTUS HOPPER WINDOW UPPER WINDOW TO BE FIXED GLASS 3/4" BIRCH VENEER 1'-0 1/8" 5'-10" 1'-6 1/4" 1/2" RESILIENT CHANNEL 5/8" TYPE X GYPSUM BOARD ZIP R-12 1 1/2" RIM BOARD OPEN WEB TRUSS -SEE STRUCT. DWGS 1/2" RESILIENT CHANNEL 5/8" TYPE X GYPSUM BOARD PLYWOOD DECKING -SEE STRUCT. DWGS 1/8" ACOUSTICAL UNDERLAYMENT FINISH FLOOR -SEE PLAN 1/2" GYPSUM BOARD 2x6 STUD WALL, R-21 BATT INSULATION 7/16" PLYWOOD SHEATHING ZIP R-12 1 1/2" RIM BOARD OPEN WEB TRUSS -SEE STRUCT. DWGS MODULAR FACE BRICK A512 2 A512 1 3/4" GYPSUM CONCRETE 1 MIN. R-15 INSULATION AT RIM BOARD MIN. R-15 INSULATION AT RIM BOARD 1 1 1 1 METAL DRIP EDGE 10" CHANNEL 5/8" GWB (TYPE X IN RATED LOCATIONS) SELF ADHERED MEMBRANE FLASHING PREFINISHED METAL FLASHING CORNER BEAD ZIP FLASHING TAPE WRAPPED INSIDE ROUGH OPENING 5/8" GWB (TYPE X IN RATED LOCATIONS) SELF ADHERED MEMBRANE FLASHING PREFINISHED METAL FLASHING ZIP FLASHING TAPE WRAPPED INSIDE ROUGH OPENING PREFINISHED SILL FLASHING 1 1/2" JOINT SEALANT W/ BACKER ROD E31 3RD FLOOR 416.54' EXTERIORINTERIOR 4 3/4"4 3/4"4 3/4" ALUMINUM EXTRUSION 3/8" R 6 1/2" 2 1/2" DIA ALUMINUM TUBES 3/4" BIRCH VENEER OPEN WEB JOISTS -SEE STRUCT. DWGS 1 1/2" RIM BOARD ZIP R-12 1/2" RESILIENT CHANNEL 5/8" TYPE X GYPSUM BOARD 5/8" GWB (TYPE X IN RATED LOCATIONS) INTUS SUPERA WINDOW 7/8" CORRUGATED METAL PANEL PRIMED AND PAINTED WOOD TRIM OPEN WEB JOISTS -SEE STRUCT. DWGS 1 1/2" RIM BOARD ZIP R-12 1/2" RESILIENT CHANNEL 5/8" TYPE X GYPSUM BOARD 2x6 STUD WALL, R-21 BATT INSULATION 7/16" PLYWOOD SHEATHING PLYWOOD DECKING -SEE STRUCT. DWGS 1/8" ACOUSTICAL UNDERLAYMENT FINISH FLOOR -SEE PLAN 3/4" GYPSUM CONCRETE 7/8" CORRUGATED METAL PANEL 5/8" GWB (TYPE X IN RATED LOCATIONS) PREFINISHED METAL FLASHING MIN. R-15 INSULATION AT RIM BOARD MIN. R-15 INSULATION AT RIM BOARD 1 E8C ZIP FLASHING TAPE WRAPPED INSIDE ROUGH OPENING PREFINISHED SILL FLASHING 1/2" JOINT SEALANT W/ BACKER ROD CAULK 1 CORNER BEAD 1 1 ZIP FLASHING TAPE WRAPPED INSIDE ROUGH OPENING 1'-0 1/8" 5'-10" 1'-6 1/4" 1 ZIP FLASHING TAPE WRAPPED INSIDE ROUGH OPENING 3RD FLOOR 416.54' 3/4" BIRCH VENEER 1 1/2" RIM BOARD ZIP R-12 1/2" RESILIENT CHANNEL 5/8" TYPE X GYPSUM BOARD 5/8" GWB (TYPE X IN RATED LOCATIONS) DIMENSIONAL LUMBER -SEE STRUCT. DRAWINGS INTUS SUPERA WINDOW 7/8" CORRUGATED METAL PANEL PRIMED AND PAINTED WOOD TRIM OPEN WEB JOISTS -SEE STRUCT. DWGS 1 1/2" RIM BOARD ZIP R-12 1/2" RESILIENT CHANNEL 5/8" TYPE X GYPSUM BOARD 5/8" GWB (TYPE X IN RATED LOCATIONS) DIMENSIONAL LUMBER -SEE STRUCT. DRAWINGS 2x6 STUD WALL, R-21 BATT INSULATION 7/16" PLYWOOD SHEATHING PLYWOOD DECKING -SEE STRUCT. DWGS 1/8" ACOUSTICAL UNDERLAYMENT FINISH FLOOR -SEE PLAN 3/4" GYPSUM CONCRETE 7/8" CORRUGATED METAL PANEL 5/8" GWB (TYPE X IN RATED LOCATIONS) 1'-0 1/8" 5'-10" 1'-6 1/4" A512 4 A512 3 PREFINISHED METAL FLASHING MIN. R-15 INSULATION AT RIM BOARD MIN. R-15 INSULATION AT RIM BOARD 1 E8C ZIP FLASHING TAPE WRAPPED INSIDE ROUGH OPENING PREFINISHED SILL FLASHING 1 1/2" JOINT SEALANT W/ BACKER ROD CAULK 1 CORNER BEAD 1 ZIP FLASHING TAPE WRAPPED INSIDE ROUGH OPENING 1 1 4TH FLOOR 426.54' 2-1/4" "SOAP" FACE BRICK BRICK VENEER 10 11/16" 26 BRICKS + 26 JOINTS 5'-9 3/8" 5 5/16" 13 BRICKS + 13 JOINTS 2'-10 11/16" 10" CHANNEL PRECAST SILL 1 1/2" RIM BOARD ZIP R-12 7/16" PLYWOOD SHEATHING 2x6 STUD WALL, R-21 BATT INSULATION PLYWOOD DECKING -SEE STRUCT. DWGS 3/4" GYPSUM CONCRETE 1/8" ACOUSTICAL UNDERLAYMENT FINISH FLOOR -SEE PLAN 5/8" GWB 5/8" GWB (TYPE X IN RATED LOCATIONS) 1/2" RESILIENT CHANNEL 2x6 STUD WALL, R-21 BATT INSULATION 5/8" GWB (TYPE X IN RATED LOCATIONS) 5/8" TYPE X GYPSUM BOARD PREFINISHED METAL FLASHING MIN. R-15 INSULATION AT RIM BOARD 1 E32 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1 1/2" = 1'-0" EXTERIOR SECTION DETAILS A509 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1 1/2" = 1'-0" 3 SECTION DETAIL 1 1/2" = 1'-0" 1 SECTION DETAIL 1 1/2" = 1'-0" 2 SECTION DETAIL 1 1/2" = 1'-0" 4 DETAIL @ BRICK INSET 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET SCHED. BRICK VENEER BRICK TIE W/ GASKETED FASTENERS @ 16" O.C. VERT, TYP MTL ENCLOSURE PIECE 3" GYP BD 2X6 WOOD STUDS BATT INSULATION SHEATHING CAULK 7/8" CORRUGATED METAL SIDING 2x4 WOOD TRIM ZIP R-12 INTERIOR EXTERIOR 7/8" CORRUGATED METAL SIDING 5/8" GWB (CENTER ON MULLION) 2x4 STUD WALL R-19 BATT INSULATION 3/4" BIRCH VENEER CAULK 2x6 STUD ZIP R-12 7/16" PLYWOOD SHEATHING 2x6 STUD WALL, R-21 BATT INSULATION JOINT SEALANT W/ BACKER ROD ZIP FLASHING TAPE WRAPPED INSIDE ROUGH OPENING 5/8" GWB FIXED PANEL W/ SPANDREL GLASS @ SHADOW BOX 1 SCHED. BRICK VENEER BRICK TIE W/ GASKETED FASTENERS @ 16" O.C. VERT, TYP INTERIOR EXTERIOR A510 4 5/8" GWB2x6 STUD WALL, R-21 BATT INSULATION 7/16" PLYWOOD SHEATHING ZIP R-12 3/4" BIRCH VENEER INTUS SUPERA WINDOW EXTERIOR MUNTIN FIXED PANEL W/ SPANDREL GLASS @ SHADOW BOX ZIP FLASHING TAPE WRAPPED INSIDE ROUGH OPENING JOINT SEALANT W/ BACKER ROD CAULK 1 (CENTER ON MULLION) 2x6 STUD 2x4 STUD WALL R-19 BATT INSULATION 5/8" GWB WOOD STUD 6" (2.0 OR 2.3 PCF) MINERAL FIBER INSULATION IN CAVITY 1 LAYER 5/8" TYPE X GYPSUM BOARD 1 LAYER 1/2" ACOUSTICALLY ENHANCED GYPSUM BOARD (SOUNDBREAK XP OR SIM.) 7/16" PLYWOOD METAL C-H STUD (2) LAYERS 1/2" TYPE X GYPSUM BOARD 1" GYPSUM BOARD SHAFT LINER UL APPROVED BATT INSULATION AT WALL TYPE 23B 3" EXHAUST PIPE, WRAPPED IN 2" INSULATION & 1 LAYER OF TIN CORRIDOR CORRIDOR 1/8" 5/8" INTERIOR 1/2" 1'-6 3/4" 1'-3 3/4" 5/8" TYPE X GYPSUM BOARD W12x65 -REFER TO STRUCT. DWGS 1 5/8" STEEL STUDS 2" SPRAY-ON FIRE PROOFING, 3HR W12x65 -REFER TO STRUCT. DWGS 2" 1'-0"2" 2"1'-0 1/8"2" CONCRETE ENCASED WIDE FLANGE COLUMN 1'-4" 1'-4 1/8" EMBEDDED STEEL CORNER GUARDS 36" TALL, 6" A.F.F. LOCATE ON DRIVE-AISLE SIDE OF COLUMN 4" 1/4" CONCRETE REINFORCEMENT AS NECESSARY CAULK 7/8" CORRUGATED METAL SIDING INTERIOR 1 1/2"x1 1/2"x1/4" STEEL ANGLE FRAME FOR GUARDRAIL 1 1/2"x1 1/2"x1/4" STEEL ANGLES, WELD TOGETHER, SEE ELEVATIONS FOR LOCATION OF INTERMEDIATE VERTICALS. THE TYPICAL BALCONY HAS TWO CREATING 3 PANELS, SPACE EQUALLY. FACE OF WOOD BALCONY BELOW MCNICHOLS WIRE MESH STAINLESS STEEL TYPE 304 WELDED, 2"X2" ITEM 38203500, WELD TO STEEL ANGLES STEEL MESH HAS 2" SQUARE OPENINGS, CUT MESH SO THAT THE WIDTHS OF THE PARTIAL OPENINGS NEXT TO THE FRAME ARE EQUAL. THIS APPLIES VERTICALLY ALSO. EQEQ 3/4" BIRCH VENEER DIMENSIONAL LUMBER -SEE STRUCT. DRAWINGS 5/8" GWB 2x6 STUD WALL, R-21 BATT INSULATION ZIP R-12 7/16" PLYWOOD SHEATHING ZIP FLASHING TAPE WRAPPED INSIDE ROUGH OPENING INTUS SUPERA WINDOW CAULK 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION As indicated PLAN DETAILS A510 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 3" = 1'-0" 1 PLAN DETAIL @ BRICK & METAL SIDING JOINT 3" = 1'-0" 2 PLAN DET. @ BLANKED OFF WINDOW (@ MTL FACADE) 3" = 1'-0" 3 PLAN DET. @ BLANKED OFF WINDOW (@ BRICK FACADE) 1 1/2" = 1'-0" 5 GENERATOR EXHAUST SHAFT PLAN DETAIL 12" = 1'-0" 4 MUNTIN PLAN DETAIL 1 1/2" = 1'-0" 6 3HR RATED COLUMN -UL DESIGN BXUV.X510 1 1/2" = 1'-0" 7 3HR RATED COLUMN -UL DESIGN BXUV.X790 1 1/2" = 1'-0" 8 3HR RATED COLUMN -PARKING AREA 3" = 1'-0" 9 TYPICAL BALCONY RAILING PLAN DETAIL 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 A511 2 A511 4 A511 Sim 5 A511 Sim 1"3 1/4"1 7/8"7 3/8"1/2"3 1/2"11 3/4"3 1/2"1/2"1" 1/2" GYPSUM BOARD R-19 BATT INSULATION 1/2" BOLTS WELD TO BACK OF STEEL CHANNEL 1/2" BOLTS, WELD TO BACK OF STEEL CHANNEL 1/2" STEEL PLATE CONTINUOUSLY WELD EDGE OF STEEL BASEPLATE PRECAST CONCRETE BASE BELOW 1/4" STEEL PLATE KAWNEER ANODIZED STOREFRONT WINDOW PRECAST CONCRETE BASE BELOW PROPERTY LINE 1"2 9/16"1" 8" METAL STUD KAWNEER ANODIZED STOREFRONT WINDOW 6" METAL STUD 1/2" GYPSUM BOARD 6" METAL STUD 1" 2 9/16" 1" 3 5/8" STRUCTURAL STUD 4 1 / 4 " 9 5 / 1 6 " 1 / 2 " 3 1 / 2 " 1 1 3 / 4 " 3 1 / 2 " 1 / 2 " 1 / 2 " 6" METAL STUD 1 3 5/8" STRUCTURAL STUD R-13 BATT INSULATION 1ST FLOOR 394.54' SIDEWALK, SLOPE DOWN AWAY FROM BUILDING FLASHING SLAB ON GRADE CORK EXPANSION JOINT FILLER GRADE BEAM (SEE STRUCTUAL DWGS) 6" REINFORCED CMU 1/4" THICK STEEL PLATE 6" 5/8" 2 1/2" 3/8" 1/2" 3 1/4" 5/8" PROPERTY LINE DECORATIVE BOLT 1/2" THICK STEEL PLATE 1 1/4" DIA. ROUND DEPRESSION IN CONCRETE, 1/4" DEEP PRECAST CONCRETE PANEL TO DUPLICATE THE LOOK OF CAST-IN-PLACE CONCRETE 2 BOLTS EVERY 2' OF HEIGHT, WELD TO BACK OF STEEL CHANNEL 6" METAL STUD WALL WITH R-19 BATT INSULATION 5/8" FIBERGLASS REINFORCED SHEATHING ZIP R-12 5/8" FIBERGLASS REINFORCED SHEATHING R-13 BATT INSULATION 3/8" EPOXY MORTAR 1'-7" 2" 3/4" 1/2" 9/16" 7/16" 6" 5/8" 1/16" 5 5/8" 3/8" 1 1/2" 2ND FLOOR 406.54' ZIP R-12 2x6 STUD WALL, R-21 BATT INSULATION 5/8" GWB (TYPE X IN RATED LOCATIONS) FINISH FLOOR -SEE PLAN 1/4" THICK STEEL PLATE 1/2" THICK STEEL PLATE 2" x 4" PRESSURE TREATED PINE TRIM, PRIMED + PAINTED PREFINISHED METAL FLASHING STEEL BEAM WITH 3 HOUR FIREPROOFING -SEE STRUCTURAL DWGS 6" METAL STUD WALL WITH R-19 BATT INSULATION PROPERTY LINE CORRUGATED METAL PANEL 5/8" FIBERGLASS REINFORCED SHEATHING EDGE OF CONCRETE SLAB 5/8" 5 1/2" 7/16" 2 1/2" 7/8" 3 1/2" 1/4" 6" 5/8" 2 1/2" 5/16" 1/2" 3 1/4" 6 1/2" 7/16" PLYWOOD SHEATHING 2'-0 3/8" 2" 4" 8" R-19 BATT INSULATION SHIM 1/2" BOLTS, WELD TO BACK OF STEEL CHANNEL 1/2" STEEL PLATE CONTINUOUSLY WELD 1/2" STEEL PLATE PROPERTY LINE 3/8" 6 1/2" 1/2" 1'-6 3/4" 1/2" 6 1/2" 3/8" EXT. SILICONE SEALANT CLIP 3 1/2"11 3/4"3 1/2" 1 3 5/8" STRUCTURAL STUD 6" METAL STUD KAWNEER ANODIZED STOREFRONT WINDOW 9 3/4" 1/2" 5/16" 2" 1 1/4" 1" 1/2" GYPSUM BOARD R-19 BATT INSULATION SHIM 1/2" BOLTS, WELD TO BACK OF STEEL CHANNEL 1/2" STEEL PLATE CONTINUOUSLY WELD1/4" STEEL PLATE EXT. SILICONE SEALANT ZIP R-12 PRECAST CONCRETE BASE BELOW 6" METAL STUD 6" METAL STUD 5/8" FIBERGLASS REINFORCED SHEATHING PROPERTY LINE 3 5/8" STRUCTURAL STUD R-13 BATT INSULATION 1 1" 1" 1 " 1 / 2 " 3 1 / 2 " 1 1 3 / 4 " 3 1 / 2 " 1 / 2 " 1 " ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION As indicated STEEL COLUMN DETAILS A511 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1" = 1'-0" 6 GROUND FLOOR PILASTER 3" = 1'-0" 3 1ST FLOOR STEEL COLUMN PLAN AT CORNER 3" = 1'-0" 4 STATE STREET BASE @ STEEL COLUMN 3" = 1'-0" 5 SECTION DETAIL AT TOP OF STEEL COLUMNS (BB) 3" = 1'-0" 2 PLAN DETAIL AT STEEL COLUMN CAPITAL 3" = 1'-0" 1 1ST FLOOR STEEL COLUMN PLAN 103.11.2021100% CONSTRUCTION DOCUMENT SET UPPER WINDOW TO BE FIXED GLASS 1/2" RESILIENT CHANNEL 5/8" TYPE X GYPSUM BOARD ZIP R-12 1 1/2" RIM BOARD OPEN WEB TRUSS -SEE STRUCT. DWGS MIN. R-15 INSULATION AT RIM BOARD METAL DRIP EDGE 10" CHANNEL 5/8" GWB (TYPE X IN RATED LOCATIONS) SELF ADHERED MEMBRANE FLASHING PREFINISHED METAL FLASHING CORNER BEAD ZIP FLASHING TAPE WRAPPED INSIDE ROUGH OPENING 3/4" BIRCH VENEER 2 1/4" PLYWOOD DECKING -SEE STRUCT. DWGS 1/8" ACOUSTICAL UNDERLAYMENT FINISH FLOOR -SEE PLAN 1/2" GYPSUM BOARD 2x6 STUD WALL, R-21 BATT INSULATION 7/16" PLYWOOD SHEATHING ZIP R-12 OPEN WEB TRUSS -SEE STRUCT. DWGS MODULAR FACE BRICK 1/2" 5 1/2" 1/2" 2 1/2" 3/4" GYPSUM CONCRETE MIN. R-15 INSULATION AT RIM BOARD 3/4" BIRCH VENEER ZIP FLASHING TAPE WRAPPED INSIDE ROUGH OPENING PREFINISHED SILL FLASHING 1/2" JOINT SEALANT W/ BACKER ROD E31 3/4" BIRCH VENEER PRIMED AND PAINTED WOOD TRIM 2x6 STUD WALL, R-21 BATT INSULATION 7/16" PLYWOOD SHEATHING PLYWOOD DECKING -SEE STRUCT. DWGS 1/8" ACOUSTICAL UNDERLAYMENT FINISH FLOOR -SEE PLAN 3/4" GYPSUM CONCRETE 5/8" GWB (TYPE X IN RATED LOCATIONS) BACKER ROD AND SEALANT 5/8" 5 1/2" 3/8" 2 1/2" 7/8" E8C OPEN WEB JOISTS -SEE STRUCT. DWGS 1 1/2" RIM BOARD ZIP R-12 1/2" RESILIENT CHANNEL 5/8" TYPE X GYPSUM BOARD 5/8" GWB (TYPE X IN RATED LOCATIONS) 7/8" CORRUGATED METAL PANEL PREFINISHED METAL FLASHING INTUS SUPERA WINDOW MIN. R-15 INSULATION AT RIM BOARD CORNER BEAD ZIP FLASHING TAPE WRAPPED INSIDE ROUGH OPENING ZIP FLASHING TAPE WRAPPED INSIDE ROUGH OPENING 1'-7 5/8" SOIL, MIN. 4" CAP FLASHING WOOD 2x10 WOOD BLOCKING 1/4" THICK STEEL PLATE, 7 1/2"x7 1/2" SQR COUNTERSICK SCREW TO TOP OF PARAPET AS SHOWN PROVIDE SILICONE SEALANT AT EDGE OF PLATE AND OVER TOP OF SCREWS PROVIDE FLASHING TAPE OVER TOP OF ZIP-R & BEHIND STEEL CHANNEL 1'-1" BRICK TIE W/ GASKETED FASTENERS @ 16" O.C. VERT. TYP PLYWOOD DECKING -SEE STRUCT. DWGS RIGID INSULATION -SLOPED @ MIN. OF 1/4" PER FOOT TO MIN. 4" THICKNESS @ ROOF DRAINS 2x6 STUD WALL, R-21 BATT INSULATION PRESSURE TREATED WOOD PLATE TPO ROOF MEMBRANE DRAINAGE & PROTECTION BOARD 1 1'-7 5/8" SOIL, MIN. 4" CAP FLASHING TPO ROOF MEMBRANE PROTECTION/DRAINAGE BOARD WOOD 2x10 WOOD BLOCKING 1/4" THICK STEEL PLATE, 7 1/2"x7 1/2" SQR COUNTERSICK SCREW TO TOP OF PARAPET AS SHOWN PROVIDE SILICONE SEALANT AT EDGE OF PLATE AND OVER TOP OF SCREWS PROVIDE FLASHING TAPE OVER BLOCKING, UNDER TPO MEMBRANE 1'-1" BRICK TIE W/ GASKETED FASTENERS @ 16" O.C. VERT. TYP PLYWOOD DECKING -SEE STRUCT. DWGS RIGID INSULATION -SLOPED @ MIN. OF 1/4" PER FOOT TO MIN. 4" THICKNESS @ ROOF DRAINS 2x6 STUD WALL, R-21 BATT INSULATION PRESSURE TREATED WOOD PLATE ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 3" = 1'-0" ENLARGED EXTERIOR SECTION DETAILS A512 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 3" = 1'-0" 2 ENLARGED DETAIL @ BRICK WINDOW HEAD 3" = 1'-0" 1 ENLARGED DETAIL @ BRICK WINDOW SILL 3" = 1'-0" 3 ENLARGED DETAIL @METAL PANEL WINDOW SILL 3" = 1'-0" 4 ENLARGED DETAIL @METAL PANEL WINDOW HEAD 3" = 1'-0" 5 ENLARGED DETAIL @ BRICK PARAPET, NORTH WALL 3" = 1'-0" 6 ENLARGED DETAIL @ BRICK PARAPET, TYP. 1 103.11.2021100% CONSTRUCTION DOCUMENT SET 3 1/2" 1 1/2" 4x4 HORIZONTAL TRIM PRESSURE TREATED, PAINTED PINE TRIM. *LENGTHS VARY -SEE ELEVATIONS 2x4 VERTICAL TRIM -ALIGNED WITH CORRUGATED RIBS (TYP.) PRESSURE TREATED, PAINTED PINE TRIM. *LENGTHS VARY -SEE ELEVATIONS 1/2"1/2"3" 1/4" 3 1/8"3/8" 3 3/4" * 3" @ EAST FACADE ONLY - SEE 2/A202 4" 1 1/2" 1 1/2" 2x2 HORIZONTAL TRIM PRESSURE TREATED, PAINTED PINE TRIM. *LENGTHS VARY -SEE ELEVATIONS 3 1/2" 1 1/2" 2x4 VERTICAL TRIM -CENTERED BETWEEN CORRUGATED RIBS (ALT.) PRESSURE TREATED, PAINTED PINE TRIM.. *LENGTHS VARY -SEE ELEVATIONS 3/4" STEEL TUBE PARAPET TRIM PRESSURE TREATED, PAINTED PINE TRIM. LENGTHS VARY -SEE ELEVATIONS 1/4" 4 1/4"3/8" 4 7/8" 1/2"1/2"4 1/2" * 4" @ EAST FACADE ONLY - SEE 1/A202 5 1/2" PRECAST SILL @ WINDOW PRECAST CONCRETE SILL AT NEW MASONRY. ASSOCIATED WINDOWS & LENGTHS: 3'-6" @ W-16, W17 5'-0" @ W18 7'-2" @ W20 8'-8" @ W4, W8, W9, W10 1/2"1/2"4" 5" 1/4"3 7/16"1/2" 4 3/16" PRECAST SILL @ INSET BRICK PRECAST CONCRETE SILL AT MASONRY INSETS. LENGTHS PER WIDTH OF INSET: 6'-0" @ E29b 8'-8" @ E29 1/2"1/2"4" 1/4"3 7/16"1/4"1" 4 15/16" 5" 2 1/4" PRECAST SILL @ STOREFRONT PRECAST CONCRETE SILL AT EXISTING MASONRY. ASSOCIATED STOREFRONTS & LENGTHS : 10'-6 1/4" @ S13 12'-4" @ S14 4 1/4"3/4" 5" E8C E8B E8B E8 E31 E32 E33E8A ALT. 1/2"1/2"4 3/8" 5 3/8" PRECAST SILL @ JULIETS PRECAST CONCRETE SILL AT JULIET BALCONIES IN EXISTING MASONRY. LENGTH: 6'-10" @ W19, W20 2 3/4"1/2" 3 1/4" 1/2"1/2"1'-1 1/4" 1'-2 1/4" E34 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 6" = 1'-0" FACADE TRIM PROFILES A515 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1 103.11.2021100% CONSTRUCTION DOCUMENT SET ICC/ANSI A117.1-2009 ELEMENT REQM'TS SPECIFIC TO ACCESSIBLE BATHRMS IN ANSI TYPE "B" UNITS *CLEAR FLOOR AREA IS REQUIRED, BUT THE APPROACH VARIES BETWEEN ANSI "A" AND "B" BATHROOMS. CLEAR FLOOR AREA IS CENTERED ON THE SINK IN ALL CASES. *COUNTERTOP (OR TOP OF RIM OF SINK, IF AN OVER-MOUNT MODEL IS USED) AT MAXIMUM 34" ABOVE FINISHED FLOOR. *FAUCET MUST MEET ACCESSIBILITY REQUIREMENTS FOR OPERATION. LAVATORY/ SINK MIRROR(NO DISTINCTION BETWEEN OPTION "A" AND OPTION "B" BATHROOMS) *NO REQUIREMENT FOR MIRRORS. BATH TUB MOST FULL BATHROOMS (ROOMS WITH AT LEAST ONE SINK; ONE TOILET; AND A SHOWER OR TUB) ARE REQUIRED TO BE ACCESSIBLE PER ANSI 117.1 AND FAIR HOUSING ACT AMENDMENT DESIGN STANDARDS. EXCEPTIONS: 1) BATHROOMS ON NON-ACCESSIBLE LEVELS OF MULTISTORY APARTMENT UNITS. 2) IN ANSI "A" UNITS WITH 2 OR MORE BATHROOMS, ONLY ONE IS REQUIRED TO MEET THE ACCESSIBLE STANDARD; THE OTHER MAY HAVE NON-COMPLIANT DESIGN ELEMENTS. 3) IN ANSI "B" UNITS WITH 2 OR MORE BATHROOMS, IF ONE BATHROOM COMPLIES WITH THE STANDARDS OF "OPTION B," THEN THE OTHER MAY HAVE NON-COMPLIANT DESIGN ELEMENTS. 4) IN ALL UNIT TYPES, IF A BATHROOM HAS MORE THAN 1 OF THE SAME ELEMENT (E.G. 2 SINKS, OR BOTH A SHOWER AND A TUB), THEN ONLYONE OF THE TWO IS REQUIRED TO COMPLY WITH THE ACCESSIBLE DESIGN REQUIREMENTS. ROLL-IN TYPE SHOWER *MINIMUM SIZE: 60" WIDE (OPEN TO ROOM) BY 36" DEEP. *MINIMUM CLEAR FLOOR AREA: 60" WIDE (ALONG THE OPEN SIDE OF THE SHOWER) BY 30" DEEP. *36" WIDE MINIMUM ENTRY OPENING. *1/2" MAXIMUM THRESHOLD HEIGHT (ABOVE FINISHED FLOOR). SHOWER(NO DISTINCTION BETWEEN OPTION "A" AND OPTION "B" BATHROOMS AS REGARDS SHOWERS.) *MINIMUM SIZE OF COMPARTMENT: 36" WIDE BY 36" DEEP (MAY BE LARGER). *MINIMUM CLEAR FLOOR AREA: 48" WIDE (ALONG THE OPEN SIDE OF THE SHOWER, STARTING AT THE CONTROLS WALL) BY 30" DEEP. *NO THRESHOLD RESTRICTIONS. *FIXED OVERHEAD SHOWER IS ALLOWED -HAND SHOWER IS OPTIONAL. *ENCLOSURES ARE PERMITTED. GRAB BARS/ BLOCKING WALL REINFORCING & BLOCKING FOR THE POTENTIAL FUTUREINSTALLATION OF GRAB BARS IS REQUIRED AT TOILETS, TUBS, AND SHOWERS OF ALL BATHROOMS WHICH ARE ON ACCESSIBLE LEVELS OF SWELLINIG UNITS. (THIS INCLUDES BOTH 'ACCESSIBLE' BATHROOMS AND BATHROOMS NOT REQUIRED TO COMPLY WITH ACCESSIBILTY STANDARDS.) HOWEVER, INSTALLATION OF THE ACTUALGRAB BARS IS NOT REQUIRED FOR EITHER ANSI "A" OR "B" UNITS. SEE DIAGRAMS BELOW FOR TYPICAL BLOCKING REQUIREMENTS. (INSTALLATION OF GRAB BARS IS REQUIRED FOR PUBLIC-USE TOILETS, SUCH AS THOSE SERVING LOBBIES, FITNESS CENTERS, AND THE LIKE, BUT NOT FOR BATHROOMS WITHIN DWELLING UNITS.) INSTALLATION OF BLOCKING IS NOT REQUIRED AT: 1) POWDER ROOMS (UNLESS THE POWDER ROOM HAS THE ONLY TOILET ON THE ACCESSIBLE LEVEL OF A MULTISTORY DWELLING UNIT); AND 2) AT BATHROOMS WHICH ARE ON INACCESSIBLE FLOORS OF MULTISTORY DWELLING UNITS. *LOCATION: TOILET MUST HAVE A WALL AT THE REAR AND AT ONE SIDE. CENTERLINE OF TOILET MIN 16" -MAX 18" FROM THE FINISHED FACE OF THE SIDE WALL. *CLEAR FLOOR AREA: MIN 60" WIDE (ALONG REAR WALL) x 56" DEEP. NOTHING MAY OCCUPY THE CLEAR FLOOR AREA ASIDE FROM THE TOILET ITSELF, GRAB BARS, AND STANDARD TOILET ACCESSORIES (T.P. HOLDER, TOWEL BARS, ETC.). *CLEAR FLOOR AREA, ALTERNATIVE: MIN 60" WIDE (ALONG REAR WALL) x 66" DEEP. A LAVATORY MAY OCCUPY A PORTION OF THE CLEAR FLOOR AREA ADJACENT TO THE TOILET, WITH MIN 18" FROM TOILET CENTERLINE TO FACE OF SINK OR COUNTERTOP. *SEAT HEIGHT: THE SEAT'S HEIGHT ABOVE FINISHED FLOOR SHALL BE MIN. 15" TO MAX. 19". *FLUSH HANDLE: SHALL BE LOCATED ON "OPEN" SIDE OF TOILET (I.E. SIDE OPPOSITE THE RETURN WALL). TOILET PAPER HOLDER GRAB BAR TOWEL BAR CURTAIN RODSOAP DISH SHOWER CONTROL SHOWER HEAD ROBE HOOK WATER CLOSETS/ TOILETS ANSI 117.1 BATHROOM REQUIREMENTS FOR ACCESSIBLE APARTMENT UNITS -VERBAL INFORMATION 2 6 7 4 2 6 5 REQUIRED FOR POTENTIAL FUTUREGRAB BARS. SEE "GRAB BARS/BLOCKING" IN TABLE ABOVE ("ANSI 117.1 BATHROOM REQUIREMENTS FOR ACCESSIBLE APARTMENT UNITS") FOR SCOPING. MINIMUM BLOCKING SIZE 6" X 24" X 16 GA. GALV. 6" X 30" X 16 GA. GALV. 6" x 36" X 16 GA. GALV. MARK GRAB BAR TYPE 1 18" GRAB BAR 2 24" GRAB BAR 30" GRAB BAR 3 6'-3 1/2" 6'-4" 6'-0" 3'-10" 3'-6" 2'-9"MIN. 3'-0"MAX. 1'-10" 3'-4" MAX. 7"MIN-9"MAX. . 3'-0" MAX. 2'-9" MIN. 3'-0" MAX. 2'-9" MIN. 6"2'-6"2'-0" 36" MAX. 33" MIN. 1'-6" 41" MAX 39" MIN 1'-0" 42" MIN 41" MAX. 39" MIN.1'-6" 36" MAX. 33" MIN. 36" MAX. 33" MIN. 10" MAX 8"MIN HEAD END 24"MAX CONTROL END 12"MAX REQUIREMENTS THAT APPLY TO BOTH ANSI "A" AND "B" UNITS (NO DISTINCTION BETWEEN OPTION "A" AND OPTION "B" BATHROOMS) *CLEAR FLOOR AREA: 30"x48" FOR PARALLEL APPROACH. *CENTERING THE SINK ON THE CLEAR FLOOR AREA EFFECTIVELY MEANS THAT A SIDE WALL MUST BE 24" MINIMUM FROM THE CENTERLINE OF THE SINK). *PERMANENT VANITY CABINET UNDER SINK/COUNTER. *PIPE PROTECTION IS NOT REQUIRED. *CLEAR FLOOR AREA IS REQUIRED, BUT THE PARTICULARS VARY BETWEEN ANSI "A" AND "B" BATHROOMS. *CLEAR FLOOR AREA VARIES BETWEEN OPTIONS "A" AND "B" -SEE BELOW. *CONTROLS (HANDLES, SPOUT) MAY BE CENTERED ON THE TUB. *FIXED OVERHEAD SHOWER IS ALLOWED -HAND SHOWER IS OPTIONAL. *ENCLOSURES ARE PERMITTED. REQUIREMENTS SPECIFIC TO ACCESSIBLE BATHROOMS IN ANSI TYPE "A" UNITS *CLEAR FLOOR AREA: 30"x48" FOR FRONT APPROACH. *EITHER THERE IS NO CABINET UNDER THE SINK/COUNTER; OR A VANITY CABINET MAY BE PROVIDED BUT MUST BE DETAILED TO BE REMOVABLE, AS SHOWN ON ISOMETRIC DETAIL 4/A600 (THIS SHEET). *PIPE PROTECTION IS REQUIRED. THE BOTTOM EDGE OF THE MIRROR'S REFLECTING SURFACE SHALL BE MAXIMUM 40" (3'-4") ABOVE FINISHED FLOOR. *CLEAR FLOOR AREA: THE LENGTH OF THE TUB BY 30" WIDTH. *COUNTERTOPS & CABINETRY MAY OVERLAP WITH ONE END OF THE CLEAR FLOOR AREA, BUT ONLY IF FULLY REMOVABLE AND WITH ALL FINISHES ALREADY IN PLACE. *CONTROLS (HANDLES, SPOUT) MUST BE OFFSET (BETWEEN THE CENTERLINE OF THE TUB AND THE OPEN SIDE OF THE TUB) *HAND SHOWER WITH 59" HOSE (ADAPTABLE FOR USE AS A FIXED SHOWER HEAD OR A HANDHELD SHOWER). *ENCLOSURES ARE GENERALLY NOT PERMITTED (USE SHOWER CURTAINS WITH RODS). TYPE "B" UNITS / OPTION "A" BATHROOMS (ALL BATHROOMS ON ACCESSIBLE LEVELS OF THE UNIT MUST COMPLY.) TYPE "B" UNITS / OPTION "B" BATHROOM (ONLY ONE BATHROOM WITHIN THE APARTMENT UNIT MUST COMPLY; THE OTHERS ARE NOT REQUIRED TO COMPLY.) POWDER ROOMS POWDER ROOMS --THAT IS, ROOMS WITH A LAVATORY AND A TOILET BUT NO TUB OR SHOWER --ARE NOT REQUIRED TO BE ACCESSIBLE IN ANSI "A" OR "B" UNITS, EXCEPT THAT THE DOOR TO THE ROOM SHALL BE ACCESSIBLE (I.E. SUFFICIENTLY WIDE AND WITH PROPER CLEARANCE IF AN ANSI "A" UNIT). ALSO, BLOCKING FOR FUTURE GRAB BARS IS NOT REQUIRED. EXCEPTION: IN A MULTISTORY UNIT IN WHICH ONLY ONE LEVEL IS ACCESSIBLE, IF A POWDER ROOM IS THE ONLY BATHROOM ON THE ACCESSIBLE LEVEL, THEN THE POWDER ROOM AND ALL THE FIXTURES AND ELEMENTS SHALL COMPLY WITH ACCESSIBILITY STANDARDS. - TURNAROUND SPACE (NO DISTINCTION BETWEEN OPTION "A" AND OPTION "B" BATHROOMS AS REGARDS TURNAROUND SPACE) TURNAROUND SPACE IS NOT REQUIRED FOR ANSI "B" UNITS TURNAROUND SPACE (EITHER 60" DIAMETER CIRCLE OR THE T-SHAPE PRESCRIBED IN ANSI 117.1) SHALL BE PROVIDED. FOR OPTION "B": *CLEAR FLOOR AREA OF 48" (ALONG OPEN SIDE OF TUB) BY 30" WITH THE CONTROL WALL OF THE TUB AT ONE END OF THE 48" DIMENSION. *NO OTHER FIXTURES MAY OCCUPY THE 30"x48" CLEAR FLOOR AREA. FOR OPTION "A": *CLEAR FLOOR AREA FOR FORWARD (TYPICAL OF ALMOST ALL BATHROOMS) APPROACH: 60" (ALONG OPEN SIDE OF TUB) BY 48". *TOILET AND LAVATORY ARE PERMITTED TO OCCUPY SPACE AT ONE SIDE OF THE 60"x48" CLEAR FLOOR AREA. *CLEAR FLOOR AREA IS REQUIRED, BUT THE PARTICULARS VARY BETWEEN ANSI "A" AND "B" BATHROOMS. (NO DISTINCTION BETWEEN OPTION "A" AND OPTION "B" BATHROOMS AS REGARDS TOILETS) *LOCATION: NO PARTICULAR RESTRICTION, BUT CENTERLINE OF TOILET MIN 16" -MAX 18" FROM ONE SIDE OF THE REQUIRED CLEAR FLOOR AREA (TYPICALLY THE FACE OF A TUB OR SHOWER, OR SIDE WALL). *CLEAR FLOOR AREA: MIN 48" WIDE (ALONG REAR WALL) x 56" DEEP. *CLEAR FLOOR AREA, FORWARD APPROACH: MIN 48" WIDE (ALONG REAR WALL) x 66" DEEP. *FOR EITHER CLEAR FLOOR AREA OPTION, A LAVATORY (INCLUDING VANITY CABINET) MAY OCCUPY A PORTION OF THE CLEAR FLOOR AREA ADJACENT TO THE TOILET, WITH MIN 33" CLEAR FOR THE TOILET. *SEAT HEIGHT: NO RESTRICTIONS. *FLUSH HANDLE: NO RESTRICTIONS. *HAND SHOWER WITH 59" HOSE (ADAPTABLE FOR USE AS A FIXED SHOWER HEAD OR A HANDHELD SHOWER). *ENCLOSURES ARE ALLOWED, BUT MUST PROVIDE REQUIRED OPENING CLEARANCES. TRANSFER-TYPE SHOWER SIZE: 36" WIDE BY 36" DEEP. (MAY NOT BE WIDER OR DEEPER) *TRANSFER TYPE: MINIMUM CLEAR FLOOR AREA: 48" WIDE (ALONG THE OPEN SIDE OF THE SHOWER, STARTING AT THE CONTROLS WALL) BY 30" DEEP. *NO THRESHOLD RESTRICTIONS. GENERAL APPLICABILITY : FULL BATHROOMS *CLEAR FLOOR AREA IS REQUIRED, BUT THE PARTICULARS VARY BETWEEN ANSI "A" AND "B" BATHROOMS. 17" MINIMUM19" MAXIMUM TOILET SEAT TOP 3'-0" (CONTROLS HEIGHT) NO PRESCRIBED LIMITATION 16"MIN-18"MAX 1'-6" MIN CLR CABINET REMOVAL) 2'-5" MIN CLR (AFTER RIM OR COUNTER 2'-10" TO TOP OF SINK BOTTOM OF MIRROR 3'-4" MAX TO IS TYPICAL NO PRESCRIBED LIMITATION, BUT 2'-10" (BOTTOM OF MIRROR) NO PRESCRIBED LIMITATION FLOOR TO TOP OF SEAT 15"-19" FROM FINISHED 1 36" MAX. 33" MIN. 1'-6" 41" MAX 39" MIN 1'-0" 6" x 18" X 16 GA. GALV.12" GRAB BAR 24"MIN 2 36" MAX 33" MIN 8A-HEAD END WALL (THE END OPPOSITE CONTROLS WALL) 8B-BACK WALL8C-CONTROLS END WALL 8. REQUIRED BLOCKING FOR POTENTIAL FUTURE GRAB BARS AT TUBS SCOPE: AT TUBS AT ALL BATHROOMS IN BOTH ANSI "A" AND "B" UNITS, EXCEPT FOR TUBS AT THE PENTHOUSE LEVEL (THAT IS, ON AN INACCESSIBLE LEVEL OF A MULTISTORY DWELLING UNIT). 6A-HEAD END WALL (THE END OPPOSITE SEAT WALL) 6B-BACK WALL6C-SEAT WALL 6. REQUIRED BLOCKING FOR POTENTIAL FUTURE GRAB BARS-AT ROLL-IN SHOWERS SCOPE: NONE. ALL OTHER SHOWERS ARE TRANSFER-TYPE. 12"MIN24"MIN 4 7A-BACK WALL7B-SIDE WALL 7. REQUIRED BLOCKING FOR POTENTIAL FUTURE GRAB BARS AT TOILETS SCOPE: AT TOILETS IN FULL BATHROOMS, EXCEPT FOR TOILETS AT THE PENTHOUSE LEVEL (THAT IS, ON AN INACCESSIBLE LEVEL OF A MULTISTORY DWELLING UNIT). NOTE THAT THE REQUIREMENTS ARE FAIRLY SIMPLE FOR TOILETS IN ANSI "A" ACCESSIBLE BATHROOMS, BUT FOR ANSI "B" BATHROOMS (OPTIONS A OR B) AND FOR INACCESSIBLE BATHROOMS IN ANSI "A" UNITS, THE REQUIREMENTS ARE COMPLICATED AND VARY BASED ON CIRCUMSTANCE. COORDINATE WITH ANSI 117.1 SECTIONS 1103.11.1, 1104.11.1, AND 1104.11.1.1. 4"MAX VIF24"MIN (4" MAX) MIN REASONABLE (2" MAX) MIN. REASONABLE2'-6"4"MAX 8 2 36" MAX. 33" MIN. 1'-6" 18"MIN 3"MIN-6"MAX 36" MAX. 33" MIN. VARIES (2" MAX) MIN REASONABLE 5A-'SEAT' END WALL (THE END OPPOSITE CONTROLS WALL) 5B-BACK WALL5C-CONTROLS END WALL 5. REQUIRED BLOCKING FOR POTENTIAL FUTURE GRAB BARS-AT TRANSFER-TYPE SHOWERS SCOPE: AT SHOWERS AT ALL BATHROOMS IN WITH THIS TYPE. (NO GRAB BARS REQ'D AT THIS WALL, SO NO BLOCKING) 4"MAX 2 VARIES5'-0" (CONTROLS WALL) 3'-0" BLOCKING REQUIREMENTS FOR GRAB BARS 9 9"2'-6" 1'-6"1'-6" 7C-BACK WALL-ALTERNATIVE U-SHAPE, 30" x 36" OVERALL X 16 GA. GALV. ACCOMMODATES VARIOUS GRAB BARS REQUIRED FOR TOILETS THAT LACK WALL SPACE FOR STANDARD GRAB BARS -WORKS FOR SHORTER BARS BEHIND TOILET AND SWING-UP BARS AT EITHER SIDE OF TOILET. COORDINATE WITH ANSI 117.1 SECTIONS 1103.11.1, 1104.11.1 & 1104.11.1.1 9 SCOPE: ANSI A ACCESSIBLE BATHROOMS AND OTHER BATHROOMS THAT HAVE SUFFICIENT WALL SPACE SCOPE: ANSI A ACCESSIBLE BATHROOMS AND OTHER BATHROOMS THAT HAVE SUFFICIENT WALL SPACE SCOPE: ANSI B ACCESSIBLE BATHROOMS AND OTHER BATHROOMS THAT LACK SUFFICIENT WALL SPACE FOR GRAB BAR SHOWN IN DETAIL 2A. 6" X 48" X 16 GA. GALV. 6" x 54" X 16 GA. GALV. 42" GRAB BAR 5 48" GRAB BAR 7 6" x 42" X 16 GA. GALV. 36" GRAB BAR 6 6" x VARIES" X 16 GA. GALV.GRAB BAR OF VARIABLE LENGTH AT CONTROLS SIDE OF TRANSFER-TYPE SHOWER 8 THE VERTICAL BAR/BLOCKING IS NOT REQUIRED AT TOILETS IN ANSI "B" UNITS THE HORIZONTAL BAR MAY BE 24" AT TOILETS WHICH LACK SUFFICIENT SIDE WALL SPACE FOR THE 42" SHOWN MINIMUM BLOCKING SIZE MARK GRAB BAR TYPE (NO GRAB BARS REQ'D AT THIS WALL, SO NO BLOCKING) FOLD-DOWN SEAT 1A-TYPICAL PRIMARY 'WET WALL' ELEVATION SCOPE: ANSI B ACCESSIBLE BATHROOMS 3'-0" MAX 1'-8"MIN EQEQ CONTROLS & SPOUT MUST BE LOCATED BETWEEN THE CENTERLINE AND OPEN SIDE OF THE TUB (NOT CENTERED) 4" MIN - 9" MAX 2C-TUB CONTROLS WALL SCOPE: TUBS AT ANSI A ACCESSIBLE BATHROOMS. THE CONTROLS GO ON A SIDE WALL (ADJACENT TO THE OPENING TO THE ROOM). EQEQ MISC. REQUIREMENTS FOR ANSI "A" ACCESSIBLE BATHROOMS SCOPE: AT FULL BATHROOMS IN ANSI "A" DWELLING UNITS. (IF THERE IS MORE THAN ONE BATHROOM, TYPICALLY THESE REQUIREMENTS ARE FOR ONE OF THE BATHROOMS ONLY, AND THE OTHER IS NOT ACCESSIBLE.) 16"MIN-18"MAX MIN 33" MISC. REQUIREMENTS FOR ANSI "B" ACCESSIBLE BATHROOMS SCOPE: FULL BATHROOMS IN ANSI "B" DWELLING UNITS, WHICH ARE EITHER "OPTION A" OR "OPTION B-ACCESSIBLE." DOES NOT APPLY TO NON-ACCESSIBLE BATHROOMS IN OPTION B UNITS, NOR TO POWDER ROOMS. ARE OFTEN OFFSET AS A RESULT 2'-0" MIN FROM SIDE WALL TO CL SINK - FAUCET & SINK FLUSH HANDLE ON 'OPEN' SIDE OF TOILET (SIDE OPPOSITE THE RETURN WALL) TO PROVIDE REMOVABLE CABINET VARIES - TYPICALLY 33" MIN. SINK AND FAUCET MUST BE CENTERED ON THE 30" WIDTH OF THE FORWARD APPROACH CLEAR FLOOR AREA (WHICH MEANS THEY ARE TYPICALLY CENTERED ON VANITY) HAND SHOWER WITH 59" MIN. HOSE, ADAPTABLE AS EITHER A FIXED OVERHEAD SHOWER OR A HAND-HELD SHOWER, MOUNTED TO A VERTICAL BAR. CURTAIN ROD OR ENCLOSURE -IF ENCLOSURE, MIN 31.75" CLEAR OPEN WIDTH AT DOOR ROD FOR SHOWER CURTAIN (THE REQUIREMENTS MAKE ENCLOSURES VERY DIFFICULT) FIXED SHOWER HEAD, TYPICALLY CENTERED IN TUB (HAND SHOWER IS ALSO ACCEPTABLE) VANITY MAY BE PERMANENT (NOT REQ'D TO BE REMOVABLE); AND PIPE PROTECTION IS NOT REQ'D VANITY (BASE CABINETRY) IS ALLOWED IF REMOVABLE. SEE DETAIL 4/A600. 10"10" 10" 2'-0"1'-6" 1'-3" 1'-6" T.P. HOLDER MUST GO WITHIN THIS AREA (AT THE WALL AT THE SIDE OF THE TOILET) EQEQ CONTROLS MUST GO WITHIN THIS AREA (AT THE SIDE WALL OF THE SHOWER COMPARTMENT/OPEN SIDE OF THE SHOWER) 2D-TRANSFER SHOWER SCOPE: TRANSFER-TYPE SHOWERS AT ANSI A ACCESSIBLE BATHROOMS. THE CONTROLS GO ON A SIDE WALL (ADJACENT TO THE OPENING TO THE ROOM). ROD FOR SHOWER CURTAIN, OR AN ENCLOSURE IS ALLOWED IF DOOR CLEAR WIDTH, SWING, ETC. COMPLY WITH THE REQUIREMENTS 3'-0" 1'-3" 3'-2"10" CONTROLS MUST GO WITHIN THIS AREA (AT BACK WALL OF THE SHOWER COMPARTMENT) 2E-ROLL-IN SHOWER SCOPE: ROLL-IN-TYPE SHOWERS AT ANSI A ACCESSIBLE BATHROOMS. THE CONTROLS GO ON THE BACK WALL (OPPOSITE THE OPENING TO THE ROOM). ROD FOR SHOWER CURTAIN, OR AN ENCLOSURE IS ALLOWED IF DOOR CLEAR WIDTH, SWING, ETC. COMPLY WITH THE REQUIREMENTS 3'-2"10" NO CURB IS ALLOWED AT ROLL-INTYPE SHOWERS -1/2" MAXIMUM THRESHOLD OR FLOOR LEVEL CHANGE 2'-3"MAX 1'-4"MIN HAND SHOWER WITH 59" MIN. HOSE, ADAPTABLE AS EITHER A FIXED OVERHEAD SHOWER OR A HANDHELD SHOWER, MOUNTED TO A VERTICAL BAR. FOLD-DOWN SEAT (AT END WALL) 2B-SIDE WALL AT TOILET SCOPE: ANSI A ACCESSIBLE BATHROOMS. 2A-TYPICAL TOILET & VANITY WALL SCOPE: ANSI A ACCESSIBLE BATHROOMS. IN ANSI "A" BATHROOMS, TOILETS ARE IN A CORNER, WITH A RETURN WALL AT ONE SIDE OF THE TOILET ANSI 117.1 BATHROOM REQUIREMENTS FOR ACCESSIBLE APARTMENT UNITS -GRAPHIC INFORMATION MOUNTING HEIGHTS OF VARIOUS BATHROOM ACCESSORIES SCOPE: TYPICAL OF ALL BATHROOMS, ACCESSIBLE AND NON-ACCESSIBLE. NOTE THAT THESE ARE GENERIC: IN A FEW CASES (MOSTLY ANSI "A" BATHROOMS), A SPECIFIC ACCESSIBILITY REQUIREMENT CAN OVERRIDE THE DIMENSIONS INDICATED ON THIS DRAWING. SEE DRAWING GROUPS 1 (ANSI B) AND 2 (ANSI A) ABOVE. 1 2 3 MANEUVERING CLEARANCES AT DOORS ARE THE SAME AS FOR THE UNIT OVERALL. DOORS CLEARANCES (NO DISTINCTION BETWEEN OPTION "A" AND OPTION "B" BATHROOMS) NO REQUIREMENTS FOR MANUVERING CLEARANCES AT DOORS IN ANSI "B" UNITS. DOORS SHALL HAVE MANEUVERING CLEARANCES PER ANSI 117.1 SECTION 404.2.3. PIPE PROTECTION (INSULATION WRAP OR VALENCE)** BASE (VANITY) CABINET DESIGNED TO BE REMOVABLE, AS REQUIRED TO FULFILL ANSI 117.1, SECTION 1003.11.2.2, EXCEPTION. (SHOWN PARTLY REMOVED -WOULD INSTALL ALL THE WAY TO THE WALL AND ONLY BE REMOVED WHEN REQUESTED BY AN ACCESSIBLE NEEDS PERSON.) FLOOR, BASE, & WALL FINISHES EXTEND BEHIND/ UNDER THE REMOVABLE VANITY CABINET** **CODES AND ACCESSIBILITY DESIGN GUIDELINES REQUIRE THAT PIPE PROTECTION AND FINISHES AT FLOORS, WALLS, AND MILLWORK ELEMENTS BE INSTALLED DURING ORIGINAL CONSTRUCTION, SO THAT, IF THE CABINET IS REMOVED, THEY ARE ALREADY IN PLACE. (2) END PANELS/SUPPORT BRACKETS & FRONT FASCIA: PERMANENTLY INSTALLED; THESE ARE THE STRUCTURAL SUPPORT FOR THE COUNTERTOP. COUNTERTOP, SINK, AND FAUCET OVER-VANITY MIRROR 40" MAX. FROM TOP OF FLOOR FINISH TO LOWEST REFLECTIVE EDGE OF THE MIRROR 34" MAX. FROM TOP OF FLOOR FINISH TO TOP OF COUNTER (OR TO TOP OF LAVATORY RIM, IF AN OVER-MOUNT SINK IS USED) 27" MIN. FROM TOP OF FLOOR FINISH TO UNDERSIDE OF FRONT FASCIA 3 0 " M I N I M U M C L E A R B E T W E E N B R A C K E T S 3 6 " T Y P / 3 3 " M I N ( A S N E C E S S A R Y T O P R O V I D E M I N 3 0 " C L E A R B E T W E E N B R A C K E T S F O R R O L L U N D E R S P A C E ) 4. ISOMETRIC DIAGRAM OF REMOVABLE VANITY SCOPE: AT LAVATORIES OF ACCESSIBLE BATHROOMS IN ANSI "A" DWELLING UNITS. ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION As indicated TYPICAL KITCHEN AND BATH REQUIREMENTS A600 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET A601 1D 1A 1B 1C B2 TYPE 1A, 1C & 1D: 9'-11" TYPE 1A & 1C: 6'-0" VARIES 2'-6" TYPE 1C: 0" TYPE 1A, 1B & 1D: 1'-0"5'-0" 1'-6"VARIES REMOVABLE CABINET 3'-0" TYPE 1B: 6'-0 3/8" TYPE 1B: 10'-2 3/4" TYPE 1D: 6'-2 3/4" B8 B8 FLOOR TILE START POINT B1 B17 B15 B3 B16A B26 B25C B22 REMOVABLE CABINET 3'-0" 8" 3'-8" 5 1/2" 2'-10" 3'-0" TYP. B29 B29 B30 B30 B7 B15 B3 B7 B16A B21 B27 B26 B24 B20 B18 B23 B28 B25A 3'-0" TYP. 3'-4" B22 B4 B9 B4 B9 B26 B15 B20 B25F B23 3'-0" TYP. B5A 7'-0" 3'-10" B1 B15 B4 B9B26 B25C B25B B20 B25F B19 B21 3'-0" TYP. 4'-0" B5A 3'-10" 7'-0" 7 1/2"6" 1'-3"7"7" A601 2A 2D 2B 2C 2A: 5'-4 5/8" TYPE 2A: 9'-3 1/2" T Y P E 2 D : 4 ' 0 " T Y P E 2 A , 2 B , 2 C & 2 E : 3 ' 6 " V A R I E S 1 ' 6 " 2 ' 6 " VARIES5'-0" B2 TYPE 2B, 2D & 2E: 5'-6" T Y P E 2 B & 2 C : 9 ' 0 " TYPE 2C: 5'-7 1/4" T Y P E 2 D : 9 ' 9 1 / 2 " T Y P E 2 E : 9 ' 0 1 / 2 " B8 B8 1 FLOOR TILE START POINT B1 B4 B16 B17 B7 B3 B15 B21 B20 B26 B22 B23 B9 B5 B25H 2 ' 1 0 " B25B B25C B30 B30 B29 B29 B4B15 B20 B9 B26 B23 B5 7 ' 0 " B25F 3 ' 0 " T Y P . B19 B26 B15B4 B20 B21 B9 B27 B24 4 ' 0 " B25A 3 ' 0 " T Y P . B15 B3 B7 B16 B18 B28 B26 3 ' 4 " A601 2.1A 2.1C 2.1D2.1B TYPE 2.1B: 11'-0 1/8" TYPE 2.1A: 11'-0" 5 ' 6 " 5'-6"VARIES1'-6"2'-6" 5 ' 0 " B2 B8 B8 1 FLOOR TILE START POINT B2 B1B4 B15 B20 B21 B26 B17 B3 B7 B16 B22 B22B23 B9 B5 B25H B25B B25C B30 B30 B29 B29 B29 B29 B4 B15 B20 B9 B26 B23 B5 7 ' 0 " B25F 3 ' 0 " T Y P . B15 B4 B20 B19B19 B27 B21 B9 B27 B24 4 ' 0 " B25A 3 ' 0 " T Y P . B3 B7 B15 B26 B18 B28 3 ' 4 " B16 A601 1.1D 1.1A 1.1B 1.1C B2 1'-6"1'-6" REMOVABLE CABINET 3'-0" 2 ' 6 " 7 ' 5 " 9 ' 1 1 " 6'-0" B8 B8 FLOOR TILE START POINT 8 " 3 ' 8 " 5 1 / 2 " 2 ' 1 0 " B22 B26B17 B25C B15B1 B16A B3 REMOVABLE CABINET 3'-0" 3 ' 0 " T Y P . B30 B30 B29 B29 B7 B23 B21 B27 B24 B28 B15B4 B20 B3 B7 B16A B25C B25B B9 B26 3 ' 0 " T Y P . B5A 3 ' 4 " 3 ' 1 0 " 7 ' 0 " 7 " 7 " 1 ' 3 " 6"7 1/2" B22 B4 B15 B23 B20 B26 B9 B25F 3 ' 0 " T Y P . B5A 7 ' 0 " 3 ' 1 0 " B1 B15 B4 B19 B25F B21 B26 B25A B20 B9 3 ' 0 " T Y P . 4 ' 0 " B23 1. PROVIDE GRAB BAR BLOCKING IN UNITS PER NEW YORK STATE BUILDING CODE, ANSI A117.1 2009 AND FHA GUIDELINES. 2. PROVIDE WALL BASE AND WALL FINISH BEHIND ALL REMOVABLE VANITY CABINETS. 3. REFER TO ENLARGED PLANS FOR LOCATION OF ANSI A TYPE UNITS. 4. CONTINUE WALL BASE BEHIND ALL VANITIES. 5. CONTINUE FLOOR TILE UNDER ALL VANITIES. ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION As indicated INTERIOR ELEVATIONS BATH A601 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/2" = 1'-0" 1 BATH 1 PLAN -ANSI A 1/2" = 1'-0" 1A BATH 1 ELEVATION A 1/2" = 1'-0" 1B BATH 1 ELEVATION B 1/2" = 1'-0" 1C BATH 1 ELEVATION C 1/2" = 1'-0" 1D BATH 1 ELEVATION D 1/2" = 1'-0" 2 BATH 2 PLAN 1/2" = 1'-0" 2A BATH 2 ELEVATION A 1/2" = 1'-0" 2B BATH 2 ELEVATION B 1/2" = 1'-0" 2C BATH 2 ELEVATION C 1/2" = 1'-0" 2D BATH 2 ELEVATION D BATH KEYNOTES 1/2" = 1'-0" 2.1 BATH 2.1 PLAN 1/2" = 1'-0" 2.1A BATH 2.1 ELEVATION A 1/2" = 1'-0" 2.1B BATH 2.1 ELEVATION B 1/2" = 1'-0" 2.1C BATH 2.1 ELEVATION C 1/2" = 1'-0" 2.1D BATH 2.1 ELEVATION D B1WATER CLOSET, American Standard Cadet 3 FloWise “2989.101”; concealed trapway; For Units 211-216 only - American Standard Yorkville VorMax "209AA137"; back outlet; For all toilets American Standard Transitional Luxury Seat w/ Slow Close & Everclean "5024A65G"; elongated B2VANITY SINK, Kohler Verticyl Rectangle K-2882 B3SINK FAUCET, Delta "Trinsic" Model 559LF-BLMPU B4BATHTUB, American Standard “Princeton”; alcove type; porcelain enameled steel (“Americast”) B5SHOWER & TUB SET, Delta "Trinsic" Model T14459-BL B5AANSI 'A' SHOWER SET, Delta "Trinsic" Model 1701-BL B5BSHOWER SET ONLY, Delta "Trinsic" Model T14259-BL B7VANITY COUNTERTOP, Silestone, Et Statuario, polished; .75"/2cm thick; basic eased edge B8FLOOR LVT, Shaw Hard Surface, "Intrepid Tile Plus", color Pebble, 12"x24" B9SHOWER WALLPANEL, Mincey Marble "TS-CS: 4X15 Stacked", 32"x85.5" & 62"x85.5" B10SHOWER BASE, Swan Corporation 32 x 48 in. Single Threshold SF03248MD.010 B10ATRANSFER SHOWER BASE - SEE DETAIL ON A600 - American Standard A8009D-FCO, Acrylic 38" x 38" w/ center drain B11FOLD-DOWN SHOWER SEAT @ ROLL-IN SHOWER - INSTALLED UPON REQUEST B12SHOWER DOOR, Coastal, Legend, 69"H B12ASHOWER DOOR @ ANSI TRANSFER SHOWER, Coastal, Legend 69" H B14LOW PROFILE LINEAR FLOOR DRAIN B154.5"H RUBBER WALL BASE B162'-7" H VANITY BASE CABINET, Italkraft M.C. LR65.SA B16A2'-7" H REMOVABLE VANITY CABINET @ ANSI 'A' BATHROOM, Italkraft M.C. LR65.SA B17VANITY MIRROR, 30" x 44" Mirror Image "30084 Jordan", metal frame w/ matte black finish B18TOILET PAPER HOLDER, Delta "Trinsic" Model 75950-BL B19TOWEL ROD, Delta "Trinsic" Model 759240-BL, 24" B20TUB/ SHOWER ROD, Ikea Avesjoen, Black 204.670.21 B21SCHLUTER TRIM, Schluter JOLLY, satin nickel finish B22VANITY LIGHT, Mod Creations Model No.5469 B23RECESSED SHOWER LIGHT AS SCHEDULED, SEE RCP'S B24BATHROOM DOOR, SEE PLANS & DOOR SCHEDULE B25AREQ'D BLOCKING FOR 12" GRAB BAR B25BREQ'D BLOCKING FOR 18" GRAB BAR B25CREQ'D BLOCKING FOR 24" GRAB BAR B25FREQ'D BLOCKING FOR 42" GRAB BAR B25HREQ'D BLOCKING FOR U-SHAPE BAR, 30" x 36" OVERALL X 16 GA. GALV. B26PAINT ON GWB WALL B27ROBE HOOK, Delta "Trinsic" Model 75935-BL B28RECEPTACLE WITH COVER PLATE B29DRAWER BASE CABINETS B306 5/16" FINGER PULLS, ZEN DESIGN, 'SOTTILE' MATTE BLACK BATHROOM TYPE 1A AS SHOWN IN UNITS: 01, 02, 03, 04, 06, 07, 08, 11, 12, 13, 14, 15, 16, 17, 21, 22, 23, 24, 25, 27, 28, 29, 31, 32, 33 20 (4TH & 5TH FLOORS) 27 (5TH), 30 (5TH) BATHROOM TYPE 1B AS SHOWN IN UNIT: 05 BATHROOM TYPE 1C AS SHOWN IN UNIT: 10 BATHROOM TYPE 1D AS SHOWN IN UNIT: 22 (4TH & 5TH FLOORS) BATHROOM TYPE 2A AS SHOWN IN UNITS: 06, 07 BATHROOM TYPE 2B AS SHOWN IN UNITS: 10, 18, 20, 26 20 (4TH & 5TH FLOORS) BATHROOM TYPE 2C AS SHOWN IN UNIT: 27 BATHROOM TYPE 2D AS SHOWN IN UNIT: 30 BATHROOM TYPE 2E AS SHOWN IN UNIT: 31 BATHROOM TYPE 2.1A AS SHOWN IN UNIT: 208 BATHROOM TYPE 2.1B AS SHOWN IN UNIT: 308, 408, 508 1/2" = 1'-0" 1.1 BATH 1.1 PLAN -ANSI A 1/2" = 1'-0" 1.1A BATH 1.1 ELEVATION A 1/2" = 1'-0" 1.1B BATH 1.1 ELEVATION B 1/2" = 1'-0" 1.1C BATH 1.1 ELEVATION C 1/2" = 1'-0" 1.1D BATH 1.1 ELEVATION D BATHROOM TYPE 1,1 AS SHOWN IN UNITS: 224 1 1 1 GENERAL NOTES 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 1 A6024A 4B 4C 4D B2 B14 4'-2" TYPE 4A & 4B: 6'-0" 3'-0" T Y P E 4 B : 5 ' 0 " T Y P E 4 A : 4 ' 0 " V A R I E S 1 ' 6 " T Y P E 4 B : 1 1 ' 0 " T Y P E 4 A : 1 0 0 1 / 2 " B8 B8 FLOOR TILE START POINT B15 B17 B21 B26 B9 B23 B1 B10 B3 B7 B16 B5B 3 ' 1 0 " 7 ' 0 " B22 3 ' 0 " T Y P . B25C B25B B25C B30 B30 B29 B29 B3 B7 B16 B26 B15 B10 B18 B28 B23 B5B 3 ' 7 1 / 4 " B22 B25B 3 ' 0 " T Y P . B12 B9 B9 B19 B26 B24 B15 B27 B21 B23 4 ' 0 " B10 B26 B1B15 B25F A602 4.1A 4.1B 4.1C 4.1D 1 ' 6 " 1 ' 7 1 / 2 " 5 ' 9 " 3 ' 0 " 1 1 ' 1 0 1 / 2 " B2 B2 B14 B8 B8 FLOOR TILE START POINT B26B9 B23 B1B15 B22B22 B21 B3 B7 B16 B10 B5B 3 ' 1 0 " 7 ' 0 " B25B B25C 3 ' 0 " B30 B30 B29 B29 B29 B29 3 ' 0 " T Y P . 2'-10 1/2"2'-10 1/2" B25C B12 B26 B18 B23 B10 B28 B3 B7 B16 B5B B9 B22 B25B 3 ' 0 " T Y P . 3 ' 4 " B19B19 B26 B24 B9 B21 B15 B27 B10 4 ' 0 " B1 B26 B1 B15 B25F A6025D 5A 5B 5C TYPE 5A: 3'-0" TYPE 5C: 5'-0" TYPE 5B: 3'-6" 1'-6"1'-6" TYPE 5A: 6'-0" T Y P E 5 A : 9 ' 0 " B2 36" FINISH TO FINISH CLEAR 3'-1" 3 6 " F I N I S H T O F I N I S H C L E A R 3 ' 1 " V A R I E S TYPE 5B: 7'-0" TYPE 5C: 8'-0" T Y P E 5 B : 6 ' 6 " T Y P E 5 C : 7 ' 0 " B8 B8 1 REMOVABLE CABINET FLOOR TILE START POINT B1 B25C B26 B17 B3 B7 B16 B21 B9 B10A B25B B25C REMOVABLE CABINET 3'-0" 3 ' 0 " T Y P . B5A 8 " 3 ' 8 " 5 1 / 2 " 2 ' 1 0 " 7 1/2" 3 ' 1 0 " 7 ' 0 " B22 B30 B30 B29 B29 B15 B19 B10A B11 B21 B21 B26 B25B B9 B3 B7 B16 B18 B23 B28 4 ' 0 " 3 ' 0 " T Y P . 3 ' 7 " 1'-4" CUSTOM MILLWORK RECESSED SHELF AT TYPE 5C BATHROOMS ONLY, WOOD FINISH TO MATCH VANITY CABINETRY B12A B5A 3 ' 4 " B27 B26 B21 B24 B11 B9 B15 B23 B10A B1 B15 B25F B26 3 ' 0 " T Y P . A6023C 3B 3A 3E A602 3D 1 ' 6 " 1 ' 6 " 6 ' 4 " B11 B2 9 ' 4 " 5'-6" 36" FINISH TO FINISH CLEAR 3'-1" 3 6 " F I N I S H T O F I N I S H C L E A R 3 ' 1 " B8 B8 1 1 R E M O V A B L E C A B I N E T 3 ' 2 " 3 ' 2 " B2 FLOOR TILE START POINT B1 B26 B17 B15 B25C B3 B7 B16A B22B22 3 ' 0 " T Y P . 8 " 3 ' 8 " 5 1 / 2 " 2 ' 1 0 " B30 B30 B29 B29 B29 B29 REMOVABLE CABINET 3'-2"3'-2" B15 B25F B21 B9 B26 B10A B1 B25B B25C B23 3 ' 0 " T Y P . B5A 3 ' 1 0 " 7 ' 0 " 7 1/2" B11 B19B19 B15 B10A B26 B25B B9 B21 B23 4 ' 0 " 3 ' 0 " T Y P . B12A B5A B21 B9 B11 B23 B10A B15 B27 B24 B26 B28 3 ' 4 " B3 B7 B16A1. PROVIDE GRAB BAR BLOCKING IN UNITS PER NEW YORK STATE BUILDING CODE, ANSI A117.1 2009 AND FHA GUIDELINES. 2. PROVIDE WALL BASE AND WALL FINISH BEHIND ALL REMOVABLE VANITY CABINETS. 3. REFER TO ENLARGED PLANS FOR LOCATION OF ANSI A TYPE UNITS. 4. CONTINUE WALL BASE BEHIND ALL VANITIES. 5. CONTINUE FLOOR TILE UNDER ALL VANITIES. ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION As indicated INTERIOR ELEVATIONS BATH A602 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT BATH KEYNOTES 1/2" = 1'-0" 4 BATH 4 PLAN 1/2" = 1'-0" 4A BATH 4 ELEVATION A 1/2" = 1'-0" 4B BATH 4 ELEVATION B 1/2" = 1'-0" 4C BATH 4 ELEVATION C 1/2" = 1'-0" 4D BATH 4 ELEVATION D 1/2" = 1'-0" 4.1 BATH 4.1 PLAN 1/2" = 1'-0" 4.1A BATH 4.1 ELEVATION A 1/2" = 1'-0" 4.1B BATH 4.1 ELEVATION B 1/2" = 1'-0" 4.1C BATH 4.1 ELEVATION C 1/2" = 1'-0" 4.1D BATH 4.1 ELEVATION D 1/2" = 1'-0" 5 BATH 5 PLAN -ANSI A 1/2" = 1'-0" 5A BATH 5 ELEVATION A 1/2" = 1'-0" 5B BATH 5 ELEVATION B 1/2" = 1'-0" 5C BATH 5 ELEVATION C 1/2" = 1'-0" 5D BATH 5 ELEVATION D BATHROOM TYPE 5A AS SHOWN IN UNIT: 20 BATHROOM TYPE 5B AS SHOWN IN UNIT: 09, 26 BATHROOM TYPE 5C AS SHOWN IN UNIT: 30 BATHROOM TYPE 4.1A AS SHOWN IN UNITS: 29 27 (5TH FLOOR) BATHROOM TYPE 4A AS SHOWN IN UNIT: 21 BATHROOM TYPE 4B AS SHOWN IN UNIT: 28 B1WATER CLOSET, American Standard Cadet 3 FloWise “2989.101”; concealed trapway; For Units 211-216 only - American Standard Yorkville VorMax "209AA137"; back outlet; For all toilets American Standard Transitional Luxury Seat w/ Slow Close & Everclean "5024A65G"; elongated B2VANITY SINK, Kohler Verticyl Rectangle K-2882 B3SINK FAUCET, Delta "Trinsic" Model 559LF-BLMPU B4BATHTUB, American Standard “Princeton”; alcove type; porcelain enameled steel (“Americast”) B5SHOWER & TUB SET, Delta "Trinsic" Model T14459-BL B5AANSI 'A' SHOWER SET, Delta "Trinsic" Model 1701-BL B5BSHOWER SET ONLY, Delta "Trinsic" Model T14259-BL B7VANITY COUNTERTOP, Silestone, Et Statuario, polished; .75"/2cm thick; basic eased edge B8FLOOR LVT, Shaw Hard Surface, "Intrepid Tile Plus", color Pebble, 12"x24" B9SHOWER WALLPANEL, Mincey Marble "TS-CS: 4X15 Stacked", 32"x85.5" & 62"x85.5" B10SHOWER BASE, Swan Corporation 32 x 48 in. Single Threshold SF03248MD.010 B10ATRANSFER SHOWER BASE - SEE DETAIL ON A600 - American Standard A8009D-FCO, Acrylic 38" x 38" w/ center drain B11FOLD-DOWN SHOWER SEAT @ ROLL-IN SHOWER - INSTALLED UPON REQUEST B12SHOWER DOOR, Coastal, Legend, 69"H B12ASHOWER DOOR @ ANSI TRANSFER SHOWER, Coastal, Legend 69" H B14LOW PROFILE LINEAR FLOOR DRAIN B154.5"H RUBBER WALL BASE B162'-7" H VANITY BASE CABINET, Italkraft M.C. LR65.SA B16A2'-7" H REMOVABLE VANITY CABINET @ ANSI 'A' BATHROOM, Italkraft M.C. LR65.SA B17VANITY MIRROR, 30" x 44" Mirror Image "30084 Jordan", metal frame w/ matte black finish B18TOILET PAPER HOLDER, Delta "Trinsic" Model 75950-BL B19TOWEL ROD, Delta "Trinsic" Model 759240-BL, 24" B20TUB/ SHOWER ROD, Ikea Avesjoen, Black 204.670.21 B21SCHLUTER TRIM, Schluter JOLLY, satin nickel finish B22VANITY LIGHT, Mod Creations Model No.5469 B23RECESSED SHOWER LIGHT AS SCHEDULED, SEE RCP'S B24BATHROOM DOOR, SEE PLANS & DOOR SCHEDULE B25AREQ'D BLOCKING FOR 12" GRAB BAR B25BREQ'D BLOCKING FOR 18" GRAB BAR B25CREQ'D BLOCKING FOR 24" GRAB BAR B25FREQ'D BLOCKING FOR 42" GRAB BAR B25HREQ'D BLOCKING FOR U-SHAPE BAR, 30" x 36" OVERALL X 16 GA. GALV. B26PAINT ON GWB WALL B27ROBE HOOK, Delta "Trinsic" Model 75935-BL B28RECEPTACLE WITH COVER PLATE B29DRAWER BASE CABINETS B306 5/16" FINGER PULLS, ZEN DESIGN, 'SOTTILE' MATTE BLACK BATHROOM TYPE 3A AS SHOWN IN UNIT: 18 1/2" = 1'-0" 3 BATH 3 PLAN -ANSI A 1/2" = 1'-0" 3A BATH 3 ELEVATION A 1/2" = 1'-0" 3B BATH 3 ELEVATION B 1/2" = 1'-0" 3C BATH 3 ELEVATION C 1/2" = 1'-0" 3D BATH 3 ELEVATION D 1/2" = 1'-0" 3E BATH 3 ELEVATION E 1 1 1 GENERAL NOTES 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 1 A603 7B 7A 7D 7C B11 B2 B8 B8 REMOVABLE CABINET 3'-3"1'-6 1/4"1'-6" 6'-3 1/4" 36" FINISH TO FINISH CLEAR 3'-1" 6'-11" A603 7E 1 36" FINISH TO FINISH CLEAR 3'-1" FLOOR TILE START POINT B1 B15 B17 B3B25C B26 B16A B7 3'-0" TYP. 8" 3'-8" 5 1/2" 2'-10" REMOVABLE CABINET 3'-3" B22 B30 B30 B29 B29 3'-0" TYP. B15 B26 B25B B11 B9 B10A B21 B18 B3 B7 B16A B23 B28 B12A 3'-4" B27 B24 B19 B15B10A B21 B25B B25C B9 B23 3'-0" TYP. 4'-0" B5A 3'-10" 7'-0" B26 B11 B15 B1 B25F B26 3'-0" TYP. A603 6A 6B 6D 6C A603 6F6E 1'-6"1'-6" REMOVABLE CABINET 3'-0". 36" FINISH TO FINISH CLEAR 3'-1" 7'-0 1/8" 3 6 " F I N I S H T O F I N I S H C L E A R 3 ' 1 " B2 9'-4 1/2" B8 B8 1 FLOOR TILE START POINT B1B15 B25C B17 B3 B7 B16A B9 B26 B21 B25B B23 8 " 3 ' 8 " 5 1 / 2 " 2 ' 1 0 " 3 ' 0 " T Y P . B12A B5A B10A B22 B30 B30 B29 B29 REMOVABLE CABINET 3'-0" 3 ' 0 " T Y P . B15 B3 B7 B16A B27 B26 B24 B18 B28 3 ' 4 " B19 B15 B27 B24 B26 4 ' 0 " B25F B1 B15 B26 3 ' 0 " T Y P . B9 B25B B25C B5A B23 B21 3 ' 0 " T Y P . B10A 3 ' 1 0 " 7 ' 0 " 7 1/2" B9 B11 B10A B10A B11 B21 B23 B9 1. PROVIDE GRAB BAR BLOCKING IN UNITS PER NEW YORK STATE BUILDING CODE, ANSI A117.1 2009 AND FHA GUIDELINES. 2. PROVIDE WALL BASE AND WALL FINISH BEHIND ALL REMOVABLE VANITY CABINETS. 3. REFER TO ENLARGED PLANS FOR LOCATION OF ANSI A TYPE UNITS. 4. CONTINUE WALL BASE BEHIND ALL VANITIES. 5. CONTINUE FLOOR TILE UNDER ALL VANITIES. ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION As indicated INTERIOR ELEVATIONS BATH A603 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT BATH KEYNOTES B1WATER CLOSET, American Standard Cadet 3 FloWise “2989.101”; concealed trapway; For Units 211-216 only - American Standard Yorkville VorMax "209AA137"; back outlet; For all toilets American Standard Transitional Luxury Seat w/ Slow Close & Everclean "5024A65G"; elongated B2VANITY SINK, Kohler Verticyl Rectangle K-2882 B3SINK FAUCET, Delta "Trinsic" Model 559LF-BLMPU B4BATHTUB, American Standard “Princeton”; alcove type; porcelain enameled steel (“Americast”) B5SHOWER & TUB SET, Delta "Trinsic" Model T14459-BL B5AANSI 'A' SHOWER SET, Delta "Trinsic" Model 1701-BL B5BSHOWER SET ONLY, Delta "Trinsic" Model T14259-BL B7VANITY COUNTERTOP, Silestone, Et Statuario, polished; .75"/2cm thick; basic eased edge B8FLOOR LVT, Shaw Hard Surface, "Intrepid Tile Plus", color Pebble, 12"x24" B9SHOWER WALLPANEL, Mincey Marble "TS-CS: 4X15 Stacked", 32"x85.5" & 62"x85.5" B10SHOWER BASE, Swan Corporation 32 x 48 in. Single Threshold SF03248MD.010 B10ATRANSFER SHOWER BASE - SEE DETAIL ON A600 - American Standard A8009D-FCO, Acrylic 38" x 38" w/ center drain B11FOLD-DOWN SHOWER SEAT @ ROLL-IN SHOWER - INSTALLED UPON REQUEST B12SHOWER DOOR, Coastal, Legend, 69"H B12ASHOWER DOOR @ ANSI TRANSFER SHOWER, Coastal, Legend 69" H B14LOW PROFILE LINEAR FLOOR DRAIN B154.5"H RUBBER WALL BASE B162'-7" H VANITY BASE CABINET, Italkraft M.C. LR65.SA B16A2'-7" H REMOVABLE VANITY CABINET @ ANSI 'A' BATHROOM, Italkraft M.C. LR65.SA B17VANITY MIRROR, 30" x 44" Mirror Image "30084 Jordan", metal frame w/ matte black finish B18TOILET PAPER HOLDER, Delta "Trinsic" Model 75950-BL B19TOWEL ROD, Delta "Trinsic" Model 759240-BL, 24" B20TUB/ SHOWER ROD, Ikea Avesjoen, Black 204.670.21 B21SCHLUTER TRIM, Schluter JOLLY, satin nickel finish B22VANITY LIGHT, Mod Creations Model No.5469 B23RECESSED SHOWER LIGHT AS SCHEDULED, SEE RCP'S B24BATHROOM DOOR, SEE PLANS & DOOR SCHEDULE B25AREQ'D BLOCKING FOR 12" GRAB BAR B25BREQ'D BLOCKING FOR 18" GRAB BAR B25CREQ'D BLOCKING FOR 24" GRAB BAR B25FREQ'D BLOCKING FOR 42" GRAB BAR B25HREQ'D BLOCKING FOR U-SHAPE BAR, 30" x 36" OVERALL X 16 GA. GALV. B26PAINT ON GWB WALL B27ROBE HOOK, Delta "Trinsic" Model 75935-BL B28RECEPTACLE WITH COVER PLATE B29DRAWER BASE CABINETS B306 5/16" FINGER PULLS, ZEN DESIGN, 'SOTTILE' MATTE BLACK 1/2" = 1'-0" 7 BATH 7 PLAN -ANSI A 1/2" = 1'-0" 7A BATH 7 ELEVATION A 1/2" = 1'-0" 7B BATH 7 ELEVATION B 1/2" = 1'-0" 7C BATH 7 ELEVATION C 1/2" = 1'-0" 7D BATH 7 ELEVATION D BATHROOM TYPE 7A AS SHOWN IN UNIT: 34 BATHROOM TYPE 6A AS SHOWN IN UNIT: 19 1/2" = 1'-0" 6 BATH 6 PLAN -ANSI A 1/2" = 1'-0" 6A BATH 6 ELEVATION A 1/2" = 1'-0" 6B BATH 6 ELEVATION B 1/2" = 1'-0" 6C BATH 6 ELEVATION C 1/2" = 1'-0" 6D BATH 6 ELEVATION D 1/2" = 1'-0" 6E BATH 6 ELEVATION E 1/2" = 1'-0" 6F BATH 6 ELEVATION F 1/2" = 1'-0" 7E BATH 7 ELEVATION E 1 1 1 GENERAL NOTES 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 1 A6103C 3A 3B 6'-6" 6'-10 3/8" 5'-0" 1'-0" 2'-1" K20 1'-0" K3 K1 K6 K4 K5 K2 K14 K8 K7 K11 K13A K13C K13A K13A K13A K18 K13A K10K10 3'-0"1'-6"3'-6" TYPE 2C: 15" PANTRY TYPE 2A: NO PANTRY TYPE 2B: NO PANTRY TYPE 2C: 15" TYPE 2A: 3 1/4" FILLER TYPE 2B: 9"30" TYPE 2C: 12" TYPE 2A: 9" TYPE 2B: 6" 30"24"3"3/4"30"3/4" 3/4" 30" REF. 3/4" 3" DW 24" 30" TYPE 2C: 12" TYPE 2A: 9" TYPE 2B: 6" RANGE 30" TYPE 2C: 15" TYPE 2A: 3 1/4" FILLER TYPE 2B: 9" TYPE 2C: 15" PANTRY TYPE: 2A: NO PANTRY TYPE: 2B: NO PANTRY K17 K17 K16 K16 A610 2B K3 TYPE 2A: 10'-10 3/4"TYPE 2A: NO PANTRY 2'-1" 1'-0" TYPE 2B: 11'-1 1/2"TYPE 2B: NO PANTRY TYPE 2C: 12'-1 1/2"TYPE 2C: 1'-3" PANTRY 3/4" 15" 30" 24" DW 24" REMOVEABLE CABINET 30"3" K6 K7 K2K8 K11 K18 K13AK13A K13A K13A 3'-0"1'-6"3'-6" K17 K17 3"9"24"24" RANGE 41"12" K4 K2 K7 K8 K8 K9 K9 K10 3'-6" 1'-6" 3'-0" K5 K13A K13A 2"9"24"12"24"42" K13A K13AK13A K9 K12 K12 K17 K1 5/8"30" REF.5/8" 2'-0" 6'-0" K13C 1/2"30"1/2" A610 4B 4A K3 9'-7 1/4" 9'-7 1/4" 2'-1" 1'-0" 3'-6" 1'-6" 3'-0" 3/4" 30" 3/4" 2 1/2" 12" 30" 24" 3 1/2" 3/4" 30" REF. 3/4" 2 1/2" 12" 30" 12" 2 1/2" K1 K2 K7 K18 K13C K10 K11 K13AK13AK13A K13C K17 K17 1/4"18" RANGE 30"15" DW 24"3" 1/4"18"30"15"24"15"1" K6 K4 K2 K5 K7 K8 K9K9 K13A K13AK13AK13A K13A 3'-6" 1'-6" 3'-0" K17 A610 1A1B K3 K20 1'-0" 2'-1" 9'-3" 3'-6" 1'-6" 3'-0" K4 K5 K6 K2 K7 K18 K8 K11 K10K10 K13AK13AK13A K13A K13A 3" DW 24"30"12" RANGE 30"12" 3"24"30"12"30"12" K12 K17 K17 K16 K16 K16 K1 K13C 2'-0" 6'-0" 5/8"30" REF.5/8" 1/2"30"1/2" 1. IN UNITS WITH REMOVABLE BASE CABINETS, FLOORING TO CONTINUE UNDER REMOVABLE BASE CABINETS AT SINK. PROVIDE WALL BASE AND WALL FINISH BEHIND ALL CABINETRY. 2. IN ALL UNITS, FLOOR FINISH TO CONTINUE UNDER TOE KICK AND 1" PAST BACK OF TOE KICK. 3. CONTINUE FLOOR FINISH UNDER ALL APPLIANCES. ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION As indicated INTERIOR ELEVATIONS KITCHENS A610 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT KITCHEN KEYNOTES 1/2" = 1'-0" 3 KITCHEN 3 PLAN 1/2" = 1'-0" 2B KITCHEN 2 ELEVATION A 1/2" = 1'-0" 2 KITCHEN 2 PLAN 1/2" = 1'-0" 3A KITCHEN 3 ELEVATION A 1/2" = 1'-0" 3B KITCHEN 3 ELEVATION B 1/2" = 1'-0" 3C KITCHEN 3 ELEVATION C 1/2" = 1'-0" 4 KITCHEN 4 PLAN 1/2" = 1'-0" 4A KITCHEN 4 ELEVATION A 1/2" = 1'-0" 4B KITCHEN 4 ELEVATION B K1REFRIGERATOR, GDE21ESKSS K2KITCHEN FAUCET, Delta "Trinsic" Model 4159-BL-DST; with pull out sprayer w/ Delta Adapter-Aerator-Water-Efficient-1.8 GPM To 1.5 GPM "RP61607" K3KITCHEN SINK, Elkay - Crosstown EFRU211510T Undermount Stainless Steel 23 1/2 in. Kitchen Sink K430"W ELECTRIC RANGE, GE JB645RKSS K530" W MICROWAVE, GE JVM6175SKSS K624"W DISHWASHER, GE GDT605PSMSS K7COUNTERTOP, Silestone Et Statuario, polished; .75"/2cm thick; basic eased edge K8BACKSPLASH WALL PANEL, Mincey Marble "TS-CS: 4X15 Stacked", various lengthsx18", refer to kitchen elevations K9BASE CABINET, Italkraft M.C. LR65.SA K10DRAWER BASE CABINET, Italkraft M.C. LR65.SA K11SINK BASE CABINET, Italkraft M.C. LR65.SA K12SCHLUTER TRIM, Schluter JOLLY, satin nickel finish K13AWALL CABINET 12" DEPTH, Italkraft P.P. 4303.HG K13CWALL CABINET 24" DEPTH, Italkraft P.P. 4303.HG K13DWALL CABINET 30" DEPTH, Italkraft P.P. 4303.HG K14FULL HEIGHT PANTRY, WIDTH & DEPTH VARIES, SEE PLANS & ELEVATIONS, Italkraft M.C. LR65.SA K16FILLER, FINISH TO MATCH ADJACENT CABINETS, Italkraft M.C. LR65.SA K176 5/16" FINGER PULLS, ZEN DESIGN, 'SOTTILE' MATTE BLACK K18FOOD WASTE DISPOSER, INSINKERATOR 1/2 HP BADGER 5 CONTINUOUS FEED GARBAGE DISPOSAL K20STACKED WASHER/DRYER, SAMSUNG WW22K6800AW (provide overflow pan - not connected to a drain - under all machines) & SAMSUNG DV22N6800HW 1/2" = 1'-0" 1 KITCHEN 1 PLAN 1/2" = 1'-0" 1A KITCHEN 1 ELEVATION A 1/2" = 1'-0" 1B KITCHEN 1 ELEVATION B TYPE 2AIN UNIT: 19 TYPE 2BIN UNIT: 20 TYPE 2CIN UNITS: 01, 06, 09, 18, 26, 28, 31, 34 TYPE 1IN UNITS: 222-225 TYPE 3IN UNITS: 02-04, 11-17, 32-33, 22-25 (3RD, 4TH, & 5TH FLOORS) TYPE 4IN UNIT: 10 GENERAL NOTES 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 A6115B 5A K3 7'-10" 2'-0 3/4" 11 3/4" 9'-0 3/4" K1 K4 K8 K5 3'-6" 1'-6" 3'-0" K2 K7 K13A K13A 1" 21" 30" 12" 1 1/2" 3/4" 30" 3/4" K13A 1" 9" RANGE 2'-6" 1'-0" 1 3/8" 3/4" 30" REF. 3/4" K9K9 K13C K17 K18 K11 K6 K2K7 K8 K13A K13A K13A 3'-6" 1'-6" 3'-0" 1"12"9"30"24"6" 9"30" DW 24"6" K9 K17 K17 K16 K16 A611 8B8A K3 ALL TYPES: 3'-2" TYPE 8A: 5'-9" TYPE 8B: 8'-6" TYPE 8C: 7'-10" TYPE 8A: 8'-10 1/2" TYPE 8B: 11-1 1/4" TYPE 8C: 7'-11 3/4" TYPE 8C: 2 14" + 12" TYPE 8A: 3/4" TYPE 8B: 3/4" + 12" DW 24"30" TYPE 8C: 24" TYPE 8A: 12" TYPE 8B: 24" + 9" TYPE 8C: 0" TYPE 8A: 1 1/4" TYPE 8B: 2" K7 K2 K6K11 3'-0" K18 K17 K17 TYPE 8C: 2 1/4" TYPE 8A: 1 1/2" TYPE 8B: 0" TYPE 8C: 15" TYPE 8A: 21" TYPE 8B: 36"30" TYPE 8C: 15" TYPE 8A: 21" TYPE 8B: 36" TYPE 8C: 2 1/4" TYPE 8A: 1 1/2" TYPE 8B: 0" 3/4"30"3/4" TYPE 8C: 2 1/4" TYPE 8A: 1 1/2" TYPE 8B: 0" TYPE 8C: 15" TYPE 8A: 21" TYPE 8B: 36" RANGE 30" TYPE 8C: 15" TYPE 8A: 21" TYPE 8B: 36" TYPE 8C: 2 1/4" TYPE 8A: 1 1/2" TYPE 8B: 0" 3/4"30" REF.3/4" 3'-6" 1'-6" 3'-0" K1 K4 K5 K7 K8 K10 K10 K13A K13A K13AK13D K17 K17 A611 7B 7A ALL TYPES: 7'-0" ISLAND TYPE 7B, 7C, 7D & 7E: NO PANTRY TYPE 7A: 1'-3" PANTRY TYPE 7A & 7B: 8'-9 1/2" K3 TYPE 7C: 9'-2 1/2" TYPE 7D: 9'-1 1/2" TYPE 7E: 10'-6 1/8" 2'-1" 1'-0" TYPE 7A, 7C & 7D: 3'-2" TYPE 7E: 3'-4" TYPE 7B: 3'-6" 2'-6" 2" DW 24"30"24"2" K7 K18 K9 K11 K6 K2 3'-0" K17 K17 3'-0"1'-6"3'-6" 3/4"30" REF.3/4" TYPE 7D: 0" TYPE 7A & 7B: 1" TYPE 7C: 1/2" TYPE 7C & 7D: 24" TYPE 7A & 7B: 21" RANGE 30" TYPE 7C & 7D: 24" TYPE 7A & 7B: 21" TYPE 7D: 0" TYPE 7A & 7B: 1" TYPE 7C: 1/2" TYPE 7B, 7C, 7D & 7E: NO PANTRY TYPE 7A: 15" PANTRY TYPE 7B, 7C, 7D & 7E: NO PANTRY TYPE 7A: 15" PANTRY TYPE 7D: 0" TYPE 7A & 7B: 1" TYPE 7C: 1/2" TYPE 7C & 7D: 24" TYPE 7A & 7B: 21" 30" TYPE 7C & 7D: 24" TYPE 7A & 7B: 21" TYPE 7D: 0" TYPE 7A & 7B: 1" TYPE 7C: 1/2" 3/4" 30" 3/4" K1 K4 K14 K5 K10 K10 K7K8 K13A K13A K13A K13C TYPE 7E: 2 3/8" TYPE 7E: 2 1/4" TYPE 7E: 2 1/4" TYPE 7E: 2 3/8" TYPE 7E: 15" + 15" TYPE 7E: 15" + 15" TYPE 7E: 15" + 15" TYPE 7E: 15" + 15" K12 K17 K17 A611 6B 6A 6'-7" 12'-9 3/4" 2'-1" 1'-0" K3 3'-6" 1'-6" 3'-0" 3/4"30"3/4"9"24"30"24"18"5 1/4" 3/4" REF. 30"3/4"9" DW 24"30"24"9"1 3/4" K1 K2 K6 K8 K11K9 K13C K13AK13AK13AK13A K18 K9 K13A K9 K17 K17 K16 K7 1"12" RANGE 30"12" 3'-0"1'-6"3'-6" 12" 30" 24" 1" K2K8 K7 K4 K5 K10 K10 K13A K13A K13A K12 K17 K17 1. IN UNITS WITH REMOVABLE BASE CABINETS, FLOORING TO CONTINUE UNDER REMOVABLE BASE CABINETS AT SINK. PROVIDE WALL BASE AND WALL FINISH BEHIND ALL CABINETRY. 2. IN ALL UNITS, FLOOR FINISH TO CONTINUE UNDER TOE KICK AND 1" PAST BACK OF TOE KICK. 3. CONTINUE FLOOR FINISH UNDER ALL APPLIANCES. ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION As indicated INTERIOR ELEVATIONS KITCHENS A611 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/2" = 1'-0" 5 KITCHEN 5 PLAN KITCHEN KEYNOTES 1/2" = 1'-0" 5A KITCHEN 5 ELEVATION A 1/2" = 1'-0" 5B KITCHEN 5 ELEVATION B 1/2" = 1'-0" 8 KITCHEN 8 PLAN 1/2" = 1'-0" 8A KITCHEN 8 ELEVATION A 1/2" = 1'-0" 8B KITCHEN 8 ELEVATION B 1/2" = 1'-0" 7 KITCHEN 7 PLAN 1/2" = 1'-0" 7A KITCHEN 7 ELEVATION A 1/2" = 1'-0" 7B KITCHEN 7 ELEVATION B K1REFRIGERATOR, GDE21ESKSS K2KITCHEN FAUCET, Delta "Trinsic" Model 4159-BL-DST; with pull out sprayer w/ Delta Adapter-Aerator-Water-Efficient-1.8 GPM To 1.5 GPM "RP61607" K3KITCHEN SINK, Elkay - Crosstown EFRU211510T Undermount Stainless Steel 23 1/2 in. Kitchen Sink K430"W ELECTRIC RANGE, GE JB645RKSS K530" W MICROWAVE, GE JVM6175SKSS K624"W DISHWASHER, GE GDT605PSMSS K7COUNTERTOP, Silestone Et Statuario, polished; .75"/2cm thick; basic eased edge K8BACKSPLASH WALL PANEL, Mincey Marble "TS-CS: 4X15 Stacked", various lengthsx18", refer to kitchen elevations K9BASE CABINET, Italkraft M.C. LR65.SA K10DRAWER BASE CABINET, Italkraft M.C. LR65.SA K11SINK BASE CABINET, Italkraft M.C. LR65.SA K12SCHLUTER TRIM, Schluter JOLLY, satin nickel finish K13AWALL CABINET 12" DEPTH, Italkraft P.P. 4303.HG K13CWALL CABINET 24" DEPTH, Italkraft P.P. 4303.HG K13DWALL CABINET 30" DEPTH, Italkraft P.P. 4303.HG K14FULL HEIGHT PANTRY, WIDTH & DEPTH VARIES, SEE PLANS & ELEVATIONS, Italkraft M.C. LR65.SA K16FILLER, FINISH TO MATCH ADJACENT CABINETS, Italkraft M.C. LR65.SA K176 5/16" FINGER PULLS, ZEN DESIGN, 'SOTTILE' MATTE BLACK K18FOOD WASTE DISPOSER, INSINKERATOR 1/2 HP BADGER 5 CONTINUOUS FEED GARBAGE DISPOSAL K20STACKED WASHER/DRYER, SAMSUNG WW22K6800AW (provide overflow pan - not connected to a drain - under all machines) & SAMSUNG DV22N6800HW TYPE 5IN UNIT: 30 TYPE 7AIN UNIT: 07 TYPE 7BIN UNIT: 08 TYPE 7CIN UNIT: 21 TYPE 7DIN UNIT: 27 TYPE 7EIN UNIT: 22 (4TH & 5TH FLOORS) TYPE 8AIN UNIT: 29 TYPE 8BIN UNIT: 27 (5TH FLOOR) TYPE 8CIN UNIT: 30 (5TH FLOOR) 1/2" = 1'-0" 6 KITCHEN 6 PLAN 1/2" = 1'-0" 6A KITCHEN 6 ELEVATION A 1/2" = 1'-0" 6B KITCHEN 6 ELEVATION B TYPE 6IN UNIT: 20 (4TH & 5TH FLOORS) GENERAL NOTES 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 INTERIOR PARTION AS SCHEDULED FLOORING AS SCHEDULED TYPICAL UNIT BASE 3/4" THICK MDF BASE, PRIMED FOR PAINT A701 2A 7'-0" A.F.F. FIXED 16" SHELF W/ HANGING ROD 2'-0" 2'-0" VERTICAL SUPPORTS PLACED 24" MAX APART A701 3B 3A 2'-0" 2'-0" 2'-0" 2'-0" FIXED 16" SHELF W/ HANGING ROD 12" SHELVES FIXED 16" SHELF W/ HANGING ROD 2'-0" 2'-0" VERTICAL SUPPORTS PLACED 24" MAX APART 7'-0" A.F.F. 3'-4" A.F.F. ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION As indicated INTERIOR DETAILS A701 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 103.11.2021100% CONSTRUCTION DOCUMENT SET 3" = 1'-0" 1 BASE SECTION DETAIL 1 1/2" = 1'-0" 2 TYPICAL CLOSET LESS THAN 6' LONG 1" = 1'-0" 2A TYPICAL CLOSET LESS THAN 6' LONG ELEVATION CLOSETMAID SHELFTRACK WIRE SHELVING HANGING SYSTEM. SEE MANUFACTURER'S GUIDE FOR INSTALLATON. 1/2" = 1'-0" 3 TYPICAL CLOSET MORE THAN 6' LONG & WALK-IN CLOSET 1" = 1'-0" 3B TYPICAL CLOSET MORE THAN 6' LONG & WALK-IN CLOSET ELEVATION A 1" = 1'-0" 3A TYPICAL CLOSET MORE THAN 6' LONG & WALK-IN CLOSET ELEVATION B CLOSETMAID SHELFTRACK WIRE SHELVING HANGING MODULAR SYSTEM. SEE MANUFACTURER'S GUIDE FOR INSTALLATON. 1. DO NOT FASTEN PARTITION STUDS AND GYPSUM BOARD TO METAL CEILING RUNNER AT TOP OF PARTITION IN ORDER TO ALLOW FOR STRUCTURAL DEFLECTION. 2. PROVIDE BRACING WHERE PARTITION HEIGHT EXCEEDS MANUFACTURER'S ALLOWABLE HEIGHT. DO NOT BRACE TO DUCTWORK OR OTHER SUCH COMPONENTS. 3. FIRE AND/OR SMOKE RESISTANT RATINGS ARE TO CONTINUE ABOVE ALL OPENINGS IN RATED PARTITIONS. ALL RATED WALLS ARE TO BE CONTINUOUS FROM THE TOP OF THE FLOOR SLAB TO THE UNDERSIDE OF THE STRUCTURAL FLOOR ABOVE. 4. ELECTRICAL RECEPTACLES SHALL NOT BE LOCATED IN FIRE RATED PARTITIONS IN EXCESS OF TWO HOURS. 5. THE SURFACE AREA OF INDIVIDUAL METALLIC OUTLET OR SWITCH BOXES IN FIRE RATED PARTITIONS SHALL NOT EXCEED 16 SQ. IN. THE AGGREGATE SURFACE AREA OF BOXES SHALL NOT EXCEED 100 SQ. IN. PER 100 SQ. FT. OF WALL AREA. A HORIZONTAL DISTANCE OF 24 IN. SHALL SEPARATE BOXES LOCATED ON OPPOSITE SIDES OF FIRE RATED PARTITIONS. 6. BOXES LOCATED IN CORRIDOR AND UNIT DEMISING PARTITIONS SHALL BE TREATED WITH ACOUSTICAL SEALANT AROUND PERIMETER AND BEHIND EACH BOX (FULL CLOSURE BED). IN ADDITION, OUTLET AND JUNCTION BOXES SHALL BE SEPARATED BY A METAL STUD BETWEEN THEM IN THE PARTITION. 7. COMPLETELY SEAL WITH CONTINUOUS ACOUSTICAL SEALANT ALL PARTITION HEADS, BASES, AND ENDS, PLUS SEAL ALL PENETRATIONS, INCLUDING BUT NOT LIMITED TO MECHANICAL, ELECTRICAL, AND PLUMBING WORK. 8. SOUND ATTENUATION BLANKETS ARE TO BE INSTALLED IN ALL PARTITIONS SEPARATING PUBLIC FROM PRIVATE AREAS AND WHERE NOISE CAN BE TRANSMITTED. EXTEND BLANKETS FULL HEIGHT OF PARTITION UP TO BOTTOM OF STRUCTURE, INSTALLED IN TIGHT, COMPRESSION FIT TO STUDS, STRUCTURE AND ADJACENT SURFACES. 9. FINAL LOCATION AND PLACEMENT OF MEPFP ITEMS (BOTH HORIZONTAL AND VERTICAL) SHALL BE COORDINATED SUCH THAT THEY DO NOT TOUCH STUD PARTITION ASSEMBLIES AND CREATE AN ACOUSTICAL PROBLEM SUCH AS VIBRATION, IMPACT NOISE, ETC. 10. PROVIDE FIRE RETARDANT WOOD BLOCKING IN METAL STUD PARTITIONS AS REQUIRED FOR SUPPORT AND/OR INSTALLATION OF DOOR FRAMES, MOULDINGS, MILLWORK, WALL PANELS, HANDRAILS, GRAB BARS, WINDOW TREATMENTS, AND ALL OTHER WALL MOUNTED ITEMS. 11. PROVIDE FIRE RETARDANT TREATED PLYWOOD BACKER BOARDS ON WALLS IN ELECTRICAL ROOM AND TELEPHONE CLOSETS AT ALL PANEL AND EQUIPMENT LOCATIONS. 12. ALL WOOD BLOCKING USED IN PARTITIONS SHALL BE FIRE RETARDANT TREATED. 13. WATER RESISTANT GYPSUM BOARD SHALL BE USED FOR THE FULL HEIGHT OF PARTITION CONSTRUCTION AT BATHROOMS, KITCHENS, AND PARTITIONS WHICH CONTAIN PLUMBING FIXTURES (SUCH AS WET WALLS AND WALLS ADJACENT TO AND BEHIND PLUMBING FIXTURES) U.N.O. 14. COATED GLASS MAT BACKER BOARD SHALL BE USED AT PARTITIONS WITH TILE FINISH. 15. USE GALVANIZED METAL CORNER BEADS AND EDGE TRIMS IN ALL EXPOSED WORK, POSITIVELY ATTACHED WITH FASTENERS. INSTALL FINISHED 'J'-BEAD EDGE AT TOP OF GYPSUM BOARD PANELS TERMINATING AT FACE OF CONCRETE CEILINGS TO ALLOW FOR SEALANT. 16. TAPE AND APPLY JOINT COMPOUND TO ALL INTERIOR CORNERS AND MOVEMENT CONTROL JOINTS IN GYPSUM BOARD PARTITIONS U.N.O. 17. PROVIDE VERTICAL CONTROL JOINTS IN GYPSUM BOARD FOR ANY UNINTERRUPTED PARTITION LENGTH AT 30'-0" O.C. IN THE HORIZONTAL DIRECTION WHERE INDICATED OR AS REQUIRED. VERIFY LOCATIONS WITH ARCHITECT BEFORE INSTALLATION. 18. ALL MASONRY PARTITIONS THAT EXTEND BETWEEN STRUCTURAL CONCRETE COLUMNS AND/OR SHEAR WALLS SHALL HAVE VERTICAL SEALANT JOINTS BETWEEN CONCRETE AND MASONRY. 19. ALL FIRESAFED MASONRY PARTITIONS SHALL HAVE CONTINUOUS FIRESAFING OF DENSITY AS SPECIFIED. PROVIDE CONTINUOUS JOINT FILLER AND ELASTOMERIC SEALANT AT THE TOP OF THE WALL AND UNDERSIDE OF STRUCTURE. 20. INTERSECTIONS OF MASONRY PARTITIONS SHALL BE CONSTRUCTED BY INTERLOCKING ALTERNATE COURSES OF MASONRY AND INSTALLING METAL TIES, RIGID ANCHORS, OR PREFABRICATED JOINT REINFORCEMENT. 21. COORDINATE LOCATIONS OF ALL OPENINGS REQUIRED IN MASONRY PARTITIONS WITH ARCHITECTURAL, STRUCTURAL AND MEP DRAWINGS. REFER TO STRUCTURAL DRAWINGS FOR LINTEL SCHEDULE AND REINFORCING SCHEDULE. 22. PROVIDE AND COORDINATE LOCATIONS OF PIPE PROTECTION TO BE INSTALLED IN PARTITIONS TO PREVENT FUTURE DAMAGE TO MEP PIPING RISERS WITHIN. 23. PROVIDE AND COORDINATE LOCATIONS OF ADDITIONAL BLOCKING AS REQ'D IN PARTITIONS FOR PREWIRED SWITCHES, OUTLETS, OR OTHER ELECTRICAL DEVICES. 24. BATT INSULATION MUST BE INSTALLED PROPERLY USING SPLICES TO SURROUND WIRES, ELECTRICAL OUTLET/SWITCH/JUNCTION BOXES, PIPES, AND OTHER OBSTRUCTIONS WITHIN THE INSULATED CAVITY. INSULATION MUST BE INSTALLED SUCH THAT IT ACHIEVES A RESNET-DEFINED GRADE 1 INSTALLATION. GRADE 1 INSTALLATION REQUIRES THAT INSULATION MATERIAL SHOULD UNIFORMLY FILL WALL CAVITIES, FILLING EACH CAVITY FROM SIDE TO SIDE AND TOP TO BOTTOM, WITHOUT GAPS OR VOIDS AROUND OBSTRUCTIONS. 2" VARIES VARIES HEAD PLAN BASE ADJACENT STRUCTURE OR WALL STRUCTURE BELOW 1/2" GYPSUM BOARD WOOD STUD CEILING AS SCHEDULED STRUCTURE ABOVE HEAD PLAN BASE STRUCTURE BELOW WOOD STUD STRUCTURE ABOVE VARIES 1/2" GYPSUM BOARD EACH SIDE 1/2" CONT. SEALANT EACH SIDE 2" VARIES VARIES HEAD PLAN BASEADJACENT STRUCTURE OR WALL STRUCTURE BELOW 1/2" GYPSUM BOARD METAL STUD CEILING AS SCHEDULED STRUCTURE ABOVE DEFLECTION TRACK 1 1 HEAD PLAN BASE STRUCTURE BELOW METAL STUD STRUCTURE ABOVE 4 5/8" 1/2" GYPSUM BOARD EACH SIDE 1/2" CONT. SEALANT EACH SIDE DEFLECTION TRACK 1 1 HEAD PLAN BASE STRUCTURE BELOW METAL STUD STRUCTURE ABOVE 1/2" CONT. SEALANT EACH SIDE 2 LAYERS 1/2" TYPE C GYPSUM BOARD 3/8" CONT. SOUND SEALANT EACH SIDE 2 3/4" (0.30PCF) FIBERGLASS INSULATION FRICTION FIT IN CAVITY 1 LAYER 1/2" TYPE C GYPSUM BOARD VARIES LIMP 1/8" MASS LOADED VINYL FASTENED TO STUDS LIMP 1/8" MASS LOADED VINYL FASTENED TO STUDS DEFLECTION TRACK 1 HEAD PLAN BASE STRUCTURE BELOW METAL C-H STUD STRUCTURE ABOVE VARIES (2) LAYERS 1/2" TYPE C GYPSUM BOARD DO NOT FASTEN STUDS TO TOP RUNNER METAL J-RUNNER 1/2" CONTINUOUS SEALANT 3/8" CONT. SEALANT METAL J RUNNER 1" GYPSUM BOARD SHAFT LINER UL APPROVED BATT INSULATION AT TYPE 23B HEAD PLAN BASE STRUCTURE OR CURB BELOW #4 VERTICAL REINFORCING BAR @ 48" O.C. IN WALLS FROM 14' TO 17' HIGH STRUCTURE ABOVE FIRESAFING INSULATION CONCRETE MASONRY UNIT HORIZONTAL JOINT REINFORCING @ 16" O.C. VARIES HEAD PLAN BASE STRUCTURE OR CURB BELOW #4 VERTICAL REINFORCING BAR @ 48" O.C. IN WALLS FROM 14' TO 17' HIGH STRUCTURE ABOVE CONT. SEALANT WITH BACKER ROD FIRESAFING INSULATION CONCRETE MASONRY UNIT GROUT CELLS SOLID @ 48" O.C. IN WALLS FROM 14' TO 17' HIGH HORIZONTAL JOINT REINFORCING @ 16" O.C. VARIES VARIES BATT INSULATION METAL STUD (1) LAYER 1/2" GYPSUM BOARD 3/8" CONTINUOUS SEALANT HEAD PLAN BASE STRUCTURE BELOW WOOD STUD STRUCTURE ABOVE 1/2" CONT. SEALANT EACH SIDE 1 LAYER 1/2" RESILIENT CHANNEL 3/8" CONT. SOUND SEALANT EACH SIDE 3" (2.0 OR 2.3 PCF) MINERAL FIBER INSULATION IN CAVITY 1 LAYER 5/8" TYPE X GYPSUM BOARD VARIES 2" HEAD PLAN BASEADJACENT STRUCTURE OR WALL STRUCTURE BELOW 1/2" GYPSUM BOARD, TYPE C 5/8" GYPSUM SHEATHING CEILING AS SCHEDULED STRUCTURE ABOVE 3 5/8" METAL STUD 2" RIGID INSULATION DEFLECTION TRACK 1 6 3/4" HEAD PLAN BASE STRUCTURE BELOW WOOD STUD STRUCTURE ABOVE 1/2" CONT. SEALANT EACH SIDE 3/8" CONT. SOUND SEALANT EACH SIDE 6" (2.0 OR 2.3 PCF) MINERAL FIBER INSULATION IN CAVITY 1 LAYER 5/8" TYPE X GYPSUM BOARD 1 LAYER 1/2" ACOUSTICALLY ENHANCED GYPSUM BOARD (SOUNDBREAK XP OR SIM.) 7 1/4" HEAD PLAN BASE STRUCTURE BELOW WOOD STUD STRUCTURE ABOVE 1/2" CONT. SEALANT EACH SIDE 3/8" CONT. SOUND SEALANT EACH SIDE 6" (2.0 OR 2.3 PCF) MINERAL FIBER INSULATION IN CAVITY 1 LAYER 5/8" TYPE X GYPSUM BOARD 1 LAYER 1/2" ACOUSTICALLY ENHANCED GYPSUM BOARD (SOUNDBREAK XP OR SIM.) 7/16" PLYWOOD 7 1/16" HEAD PLAN BASE STRUCTURE BELOW METAL STUD STRUCTURE ABOVE 5 5/8" 1/2" CONT. SEALANT EACH SIDE DO NOT FASTEN STUDS TO TOP RUNNER 2 LAYERS 1/2" TYPE C GYPSUM BOARD EACH SIDE 3/8" CONT. SEALANT EACH SIDE 3 1/2" MIN. FIBERGLASS BATT INSULATION DEFLECTION TRACK 1 HEAD PLAN BASE STRUCTURE BELOW WOOD STUD STRUCTURE ABOVE 1/2" CONT. SEALANT EACH SIDE 3/8" CONT. SOUND SEALANT EACH SIDE 6" (2.0 OR 2.3 PCF) MINERAL FIBER INSULATION IN CAVITY 1 LAYER 5/8" TYPE X GYPSUM BOARD 7/16" PLYWOOD SHEATHING 1 LAYER 1/2" RESILIENT CHANNEL 7 11/16" HEAD PLAN BASE STRUCTURE BELOW WOOD STUD STRUCTURE ABOVE 1/2" CONT. SEALANT EACH SIDE 3/8" CONT. SOUND SEALANT EACH SIDE 6" (2.0 OR 2.3 PCF) MINERAL FIBER INSULATION IN CAVITY 1 LAYER 5/8" TYPE X GYPSUM BOARD 2 LAYER 5/8" TYPE X GYPSUM BOARD 1 LAYER 1/2" RESILIENT CHANNEL 7 7/8" ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATE DESCRIPTION 1 1/2" = 1'-0" PARTITION SCHEDULE A801 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT PARTITION TYPES 1 1/2" = 1'-0" W1 TYPE W1 - INTERIOR FURRED DRYWALL PARTITION 1 1/2" = 1'-0" W2 TYPE W2 - TYPICAL DRYWALL PARTITION Type Width Stud Size Fire Rating Fire Rating Assembly Sound Insulat ion STC Rating Sound Rating Assembly Type Comments 4 1/8" 1 5/8" NR No 1 5/8" 25 GA MTL STUD @ 24" O.C. 1A 1 3/8" 7/8" NR No 7/8" HAT CHANNEL @ 24" O.C. 1B 2 1/8" 1 5/8" NR No 1 5/8" 25 GA MTL STUD @ 24" O.C. 1C 3" 2 1/2" NR No 2 1/2" 25 GA MTL STUD @ 24" O.C. 1D 4 1/8" 3 5/8" NR No 3 5/8" 25 GA STUD @ 24" O.C. Type Width Stud Size Fire Rating Fire Rating Assembly Sound Insulat ion STC Rating Sound Rating Assembly Type Comments W1B 2" 1 1/2" NR No 2x2 WOOD FURRING @ 24" O.C. W1D 4" 3 1/2" NR No 2x4 WOOD STUD @ 24" O.C. Type Width Stud Size Fire Rating Fire Rating Assembly Sound Insulat ion STC Rating Sound Rating Assembly Type Comments W2A 4 1/2" 3 1/2" NR No 2x4 WOOD STUD @ 16" O.C. W2B 6 1/2" 5 1/2" NR No 2x6 WOOD STUD @ 16" O.C. Type Width Stud Size Fire Rating Fire Rating Assembly Sound Insulat ion STC Rating Sound Rating Assembly Type Comments 2B 4 5/8" 3 5/8" NR No 3 5/8" 20 GA STUD @ 16" O.C. Type Width Stud Size Fire Rating Fire Rating Assembly Sound Insulat ion STC Rating Sound Rating Assembly Type Comments 11A 5 1/8" 3 5/8" 30 Min UL# U419 Yes 54 STC RAL TL88-54, 2-17-88 3 5/8" 25 GA MTL STUD @ 24" O.C. - WP 1023 1HR 11B 7 1/2" 6" 30 Min UL# U419 Yes 54 STC 6" 25 GA MTL STUD @ 24" O.C. - WP 1023 1HR 11D 7 1/2" 6" 1HR UL# U419 Yes 54 STC 6" 25 GA MTL STUD @ 24" O.C. - WP 1023 1HR Type Width Stud Size Fire Rating Fire Rating Assembly Sound Insulat ion STC Rating Sound Rating Assembly Type Comments 23B 3 1/2" 1 1/2" 2HR UL# U438 Yes 47 STC 1 1/2" 25 GA STUD @ 24" O.C. - W/ 1" SOUND ATTENUATION BLANKET, UL# U438, STC 47, BBN-750706 23C 6" 4" 2HR No 4" 25 GA CH-STUD @ 24" O.C. 1 1/2" = 1'-0" 1 TYPE 1 - NON-RATED FURRED DRYWALL PARTITION 1 1/2" = 1'-0" 2 TYPE 2 - NON-RATED FURRED DRYWALL PARTITION 1 1/2" = 1'-0" 11 TYPE 11 - 1/2 HR RATED DEMISING/CORRIDOR PARTITION 1 1/2" = 1'-0" 23 TYPE 23 - 2 HR RATED SHAFT WALL PARTITION Type Width Stud Size Fire Rating Fire Rating Assembly Sound Insulat ion STC Rating Sound Rating Assembly Type Comments 18B 7 5/8" 7 5/8" 1HR UL# U905 No 7 5/8" CMU - UL# U905 18C 9 5/8" 11 5/8" 1HR UL# U905 No 11 5/8" CMU - UL# U905 Type Width Stud Size Fire Rating Fire Rating Assembly Sound Insulat ion STC Rating Sound Rating Assembly Type Comments 19A 8 5/8" 5 5/8" 1HR Yes 5 5/8" CMU, 2 1/2" 25 GA STUD 19B 9 3/4" 7 5/8" 1HR Yes 7 5/8" CMU,1 5/8" 25 GA STUD 19C 11 3/4" 9 5/8" 1HR Yes 9 5/8" CMU, 1 5/8" 25 GA STUD 1 1/2" = 1'-0" 18 TYPE 18 - 1 HR NON-BEARING INTERIOR CMU WALL 1 1/2" = 1'-0" 19 TYPE 19 - 1 HR CMU WALL W/ FURRING & INSULATION 1 1/2" = 1'-0" W11 TYPE W11 - 1/2 HR/1 HR RATED DEMISING/CORRIDOR PARTITION Type Width Stud Size Fire Rating Fire Rating Assembly Sound Insulat ion STC Rating Sound Rating Assembly Type Comments W11B 7 1/4" 5 1/2" 30 Min UL# U327 Yes 50 STC BBN-760903 2x6 WOOD STUD, SPACING BY STRUCT. ENGINEER - UL# 337 1HR W11C 5 1/4" 3 1/2" 1HR UL# U327 Yes 50 STC BBN-760903 2x4 WOOD STUD, SPACING BY STRUCT. ENGINEER - UL# 337 1HR W11D 7 1/4" 5 1/2" 1HR UL# U327 Yes 50 STC BBN-760903 2x6 WOOD STUD, SPACING BY STRUCT. ENGINEER - UL# 337 1HR Type Width Stud Size Fire Rating Fire Rating Assembly Sound Insulat ion STC Rating Sound Rating Assembly Type Comments 7 6 3/4" 3 5/8" 30 Min UL# U419 Yes 54 STC RAL TL88-54, 2-17-88 3 5/8" 25 GA MTL STUD @ 24" O.C. - WP 1023 1HR 1 1/2" = 1'-0" 7 TYPE 7 - NON-RATED FURRED DRYWALL PARTITION Type Width Stud Size Fire Rating Fire Rating Assembly Sound Insulat ion STC Rating Sound Rating Assembly Type Comments W14B 7 1/4" 5 1/2" 1HR UL# U305 Yes 50 STC BBN-760903 2x6 WOOD STUD, SPACING BY STRUCT. ENGINEER - UL# 337 1HR Type Width Stud Size Fire Rating Fire Rating Assembly Sound Insulat ion STC Rating Sound Rating Assembly Type Comments W15B 7 1/16" 5 1/2" 1HR UL# U305 Yes 50 STC BBN-760903 2x6 WOOD STUD, SPACING BY STRUCT. ENGINEER - UL# 337 1HR 1 1/2" = 1'-0" W14B TYPE W14B - 1/2 HR/1 HR RATED SHEAR PARTITION 1 1/2" = 1'-0" W15B TYPE W15B - 1/2 HR/1 HR RATED SHEAR PARTITION Type Width Stud Size Fire Rating Fire Rating Assembly Sound Insulat ion STC Rating Sound Rating Assembly Type Comments 20A 5 5/8" 3 5/8" 2HR UL# U419 Yes 55 STC NRCC 815-NV, 2-3-81 3 5/8" 20 GA MTL STUD @ 24" O.C. - WP 1521 2HR 1 1/2" = 1'-0" 20 TYPE 20 - 2 HR DOUBLE LAYER DRYWALL PARTITION 1 1/2" = 1'-0" W15 TYPE W15 - 1/2 HR/1 HR RATED SHEAR PARTITION Type Width Stud Size Fire Rating Fire Rating Assembly Sound Insulat ion STC Rating Sound Rating Assembly Type Comments W15 7 11/16" 5 1/2" 1HR UL# U305 Yes 50 STC BBN-760903 2x6 WOOD STUD, SPACING BY STRUCT. ENGINEER - UL# 337 1HR 1 1/2" = 1'-0" W14 TYPE W14 - 1/2 HR/1 HR RATED SHEAR PARTITION Type Width Stud Size Fire Rating Fire Rating Assembly Sound Insulat ion STC Rating Sound Rating Assembly Type Comments W14 7 7/8" 5 1/2" 1HR UL# U305 Yes 50 STC BBN-760903 2x6 WOOD STUD, SPACING BY STRUCT. ENGINEER - UL# 337 1HR 1 1 1 1 1 1 1 1 1 1 1 1 12.23.2020 PERMIT SET 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET 1. DO NOT FASTEN PARTITION STUDS AND GYPSUM BOARD TO METAL CEILING RUNNER AT TOP OF PARTITION IN ORDER TO ALLOW FOR STRUCTURAL DEFLECTION. 2. PROVIDE BRACING WHERE PARTITION HEIGHT EXCEEDS MANUFACTURER'S ALLOWABLE HEIGHT. DO NOT BRACE TO DUCTWORK OR OTHER SUCH COMPONENTS. 3. FIRE AND/OR SMOKE RESISTANT RATINGS ARE TO CONTINUE ABOVE ALL OPENINGS IN RATED PARTITIONS. ALL RATED WALLS ARE TO BE CONTINUOUS FROM THE TOP OF THE FLOOR SLAB TO THE UNDERSIDE OF THE STRUCTURAL FLOOR ABOVE. 4. ELECTRICAL RECEPTACLES SHALL NOT BE LOCATED IN FIRE RATED PARTITIONS IN EXCESS OF TWO HOURS. 5. THE SURFACE AREA OF INDIVIDUAL METALLIC OUTLET OR SWITCH BOXES IN FIRE RATED PARTITIONS SHALL NOT EXCEED 16 SQ. IN. THE AGGREGATE SURFACE AREA OF BOXES SHALL NOT EXCEED 100 SQ. IN. PER 100 SQ. FT. OF WALL AREA. A HORIZONTAL DISTANCE OF 24 IN. SHALL SEPARATE BOXES LOCATED ON OPPOSITE SIDES OF FIRE RATED PARTITIONS. 6. BOXES LOCATED IN CORRIDOR AND UNIT DEMISING PARTITIONS SHALL BE TREATED WITH ACOUSTICAL SEALANT AROUND PERIMETER AND BEHIND EACH BOX (FULL CLOSURE BED). IN ADDITION, OUTLET AND JUNCTION BOXES SHALL BE SEPARATED BY A METAL STUD BETWEEN THEM IN THE PARTITION. 7. COMPLETELY SEAL WITH CONTINUOUS ACOUSTICAL SEALANT ALL PARTITION HEADS, BASES, AND ENDS, PLUS SEAL ALL PENETRATIONS, INCLUDING BUT NOT LIMITED TO MECHANICAL, ELECTRICAL, AND PLUMBING WORK. 8. SOUND ATTENUATION BLANKETS ARE TO BE INSTALLED IN ALL PARTITIONS SEPARATING PUBLIC FROM PRIVATE AREAS AND WHERE NOISE CAN BE TRANSMITTED. EXTEND BLANKETS FULL HEIGHT OF PARTITION UP TO BOTTOM OF STRUCTURE, INSTALLED IN TIGHT, COMPRESSION FIT TO STUDS, STRUCTURE AND ADJACENT SURFACES. 9. FINAL LOCATION AND PLACEMENT OF MEPFP ITEMS (BOTH HORIZONTAL AND VERTICAL) SHALL BE COORDINATED SUCH THAT THEY DO NOT TOUCH STUD PARTITION ASSEMBLIES AND CREATE AN ACOUSTICAL PROBLEM SUCH AS VIBRATION, IMPACT NOISE, ETC. 10. PROVIDE FIRE RETARDANT WOOD BLOCKING IN METAL STUD PARTITIONS AS REQUIRED FOR SUPPORT AND/OR INSTALLATION OF DOOR FRAMES, MOULDINGS, MILLWORK, WALL PANELS, HANDRAILS, GRAB BARS, WINDOW TREATMENTS, AND ALL OTHER WALL MOUNTED ITEMS. 11. PROVIDE FIRE RETARDANT TREATED PLYWOOD BACKER BOARDS ON WALLS IN ELECTRICAL ROOM AND TELEPHONE CLOSETS AT ALL PANEL AND EQUIPMENT LOCATIONS. 12. ALL WOOD BLOCKING USED IN PARTITIONS SHALL BE FIRE RETARDANT TREATED. 13. WATER RESISTANT GYPSUM BOARD SHALL BE USED FOR THE FULL HEIGHT OF PARTITION CONSTRUCTION AT BATHROOMS, KITCHENS, AND PARTITIONS WHICH CONTAIN PLUMBING FIXTURES (SUCH AS WET WALLS AND WALLS ADJACENT TO AND BEHIND PLUMBING FIXTURES) U.N.O. 14. COATED GLASS MAT BACKER BOARD SHALL BE USED AT PARTITIONS WITH TILE FINISH. 15. USE GALVANIZED METAL CORNER BEADS AND EDGE TRIMS IN ALL EXPOSED WORK, POSITIVELY ATTACHED WITH FASTENERS. INSTALL FINISHED 'J'-BEAD EDGE AT TOP OF GYPSUM BOARD PANELS TERMINATING AT FACE OF CONCRETE CEILINGS TO ALLOW FOR SEALANT. 16. TAPE AND APPLY JOINT COMPOUND TO ALL INTERIOR CORNERS AND MOVEMENT CONTROL JOINTS IN GYPSUM BOARD PARTITIONS U.N.O. 17. PROVIDE VERTICAL CONTROL JOINTS IN GYPSUM BOARD FOR ANY UNINTERRUPTED PARTITION LENGTH AT 30'-0" O.C. IN THE HORIZONTAL DIRECTION WHERE INDICATED OR AS REQUIRED. VERIFY LOCATIONS WITH ARCHITECT BEFORE INSTALLATION. 18. ALL MASONRY PARTITIONS THAT EXTEND BETWEEN STRUCTURAL CONCRETE COLUMNS AND/OR SHEAR WALLS SHALL HAVE VERTICAL SEALANT JOINTS BETWEEN CONCRETE AND MASONRY. 19. ALL FIRESAFED MASONRY PARTITIONS SHALL HAVE CONTINUOUS FIRESAFING OF DENSITY AS SPECIFIED. PROVIDE CONTINUOUS JOINT FILLER AND ELASTOMERIC SEALANT AT THE TOP OF THE WALL AND UNDERSIDE OF STRUCTURE. 20. INTERSECTIONS OF MASONRY PARTITIONS SHALL BE CONSTRUCTED BY INTERLOCKING ALTERNATE COURSES OF MASONRY AND INSTALLING METAL TIES, RIGID ANCHORS, OR PREFABRICATED JOINT REINFORCEMENT. 21. COORDINATE LOCATIONS OF ALL OPENINGS REQUIRED IN MASONRY PARTITIONS WITH ARCHITECTURAL, STRUCTURAL AND MEP DRAWINGS. REFER TO STRUCTURAL DRAWINGS FOR LINTEL SCHEDULE AND REINFORCING SCHEDULE. 22. PROVIDE AND COORDINATE LOCATIONS OF PIPE PROTECTION TO BE INSTALLED IN PARTITIONS TO PREVENT FUTURE DAMAGE TO MEP PIPING RISERS WITHIN. 23. PROVIDE AND COORDINATE LOCATIONS OF ADDITIONAL BLOCKING AS REQ'D IN PARTITIONS FOR PREWIRED SWITCHES, OUTLETS, OR OTHER ELECTRICAL DEVICES. 24. BATT INSULATION MUST BE INSTALLED PROPERLY USING SPLICES TO SURROUND WIRES, ELECTRICAL OUTLET/SWITCH/JUNCTION BOXES, PIPES, AND OTHER OBSTRUCTIONS WITHIN THE INSULATED CAVITY. INSULATION MUST BE INSTALLED SUCH THAT IT ACHIEVES A RESNET-DEFINED GRADE 1 INSTALLATION. GRADE 1 INSTALLATION REQUIRES THAT INSULATION MATERIAL SHOULD UNIFORMLY FILL WALL CAVITIES, FILLING EACH CAVITY FROM SIDE TO SIDE AND TOP TO BOTTOM, WITHOUT GAPS OR VOIDS AROUND OBSTRUCTIONS. 2" HEAD PLAN BASE ADJACENT TRASH CHUTE STRUCTURE BELOW 1/2" GYPSUM BOARD 2X4 WOOD STUD CEILING AS SCHEDULED STRUCTURE ABOVE METAL J-RUNNER METAL J RUNNER TWO LAYERS OF 1" SHAFT LINER 3/8" CONT. SEALANT MIN. 3/4" AIR SPACE 3 1/2" INSULATION H STUD 2" HEAD PLAN BASE ADJACENT STRUCTURE OR WALL STRUCTURE BELOW 5/8" GYPSUM BOARD 2" RIGID INSULATION CEILING AS SCHEDULED STRUCTURE ABOVE 1/2" CONT. SOUND SEALANT 6" (2.0 OR 2.3 PCF) MINERAL FIBER INSULATION IN CAVITY 7/16" PLYWOOD 2x6 WOOD STUD HEAD PLAN BASE STRUCTURE BELOW WOOD STUD STRUCTURE ABOVE 1/2" CONT. SEALANT EACH SIDE 3/8" CONT. SOUND SEALANT EACH SIDE 6" (2.0 OR 2.3 PCF) MINERAL FIBER INSULATION IN CAVITY 1 LAYER 5/8" TYPE X GYPSUM BOARD 7/16" PLYWOOD 7 5/8" ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATE DESCRIPTION 1 1/2" = 1'-0" PARTITION SCHEDULE A802 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT PARTITION TYPES 1 1/2" = 1'-0" W26 TYPE W26 - TRASH CHUTE WALL Type Width Stud Size Fire Rating Fire Rating Assembly Sound Insulat ion STC Rating Sound Rating Assembly Type Comments W26 6 3/4" 3 1/2" 2HR UL #U373 Yes 59 STC 2X4 WOOD STUD - UL #U373 Type Width Stud Size Fire Rating Fire Rating Assembly Sound Insulat ion STC Rating Sound Rating Assembly Type Comments W17 8 9/16" 5 1/2" NR 2x6 WOOD STUD @ 24" O.C. 1 1/2" = 1'-0" W17 TYPE W17 - NON-RATED FURRED DRYWALL PARTITION 1 1/2" = 1'-0" W16 TYPE W16 - 1/2 HR/1 HR RATED SHEAR PARTITION Type Width Stud Size Fire Rating Fire Rating Assembly Sound Insulat ion STC Rating Sound Rating Assembly Type Comments W16 7 5/8" 5 1/2" 1HR UL# U305 Yes 50 STC BBN-760903 2x6 WOOD STUD, SPACING BY STRUCT. ENGINEER - UL# 337 1HR 1 1 12.23.2020 PERMIT SET 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET AB F D EQEQ 4"4" SEE SCHED. 4" 10" SEE SCHEDULE G 4"4" SEE SCHEDULE 4" 10" SEE SCHEDULE 4"4" CE TRANSLUCENT SCHED. PARTITIONSCHED. PARTITION SCHED. PARTITION SCHED. PARTITION SCHED. PARTITION 2 1/4" SCHED. PARTITION SCHED. PARTITION SCHED. PARTITIONSCHED. PARTITION TYP HJ1HJ2HJ4 HJ9 HJ8 HJ5 HJ6 HJ3 HJ7 VARIES SCHEDULED DOORSCHEDULED DOOR DOUBLE STUD HEADER IN FRAME WALLS DOUBLE STUD HEADER IN FRAME WALLS HM DOOR FRAME FOR PT HM DOOR FRAME FOR PT LINE OF RABBETED WOOD TRIM UNIT SIDE DOUBLE STUD @ HEADER WD. DOOR FRAME WOOD TRIM SCHEDULED DOOR DOUBLE STUD @ HEADER SLIDING DOOR TRACK WD TRIM & CASING W/ BLOCKING AS REQ'D SCHEDULED DOOR DOUBLE STUD @ HEADER SLIDING DOOR TRACK SCHEDULED DOOR DOUBLE STUD @ HEADER SLIDING DOOR TRACK SCHEDULED DOOR DRYWALL J-BEAD 1x WD DOOR TRIM & REVEAL FOR PAINT DRYWALL J-BEAD DOUBLE STUD @ HEADER IN FRAME WALLS, TYP. SHIM AS REQ'D SEALANT STOREFRONT DOOR FRAME SCHED. STOREFRONT DOORSCHEDULED DOOR SPOT GROUT FRAME ANCHOR HM DOOR FRAME FOR PT MASONRY WALL CONSTRUCTION DRYWALL J-BEAD DOUBLE STUD @ HEADER 1x WD REVEAL FOR PAINT SCHEDULED WOOD DOOR AND FRAME PROVIDE WEATHER STRIPPING SET THERESHOLD IN BED OF SEALANT BOND COAT 1:2 SLOPE 7/8" THICK MARBLE THRESHOLD W/ CHAMFERED EDGES AS SHOWN, TYP. MTL. "SADDLE" THRESHOLD SET IN SEALANT BED NOTE: ALL TRANSITIONS TO BE 1/4" MAX VERT. HEIGHT IF CHANGES IN LEVEL ARE BETWEEN 1/4" MIN AND 1/2" HEIGHT MAX -TRANSITION SHOULD SLOPE NO STEEPER THAN 1:2 CLR. ANOD. ALUM TRANSITION STRIP EDGE @ CARPET/TILE (SCHLUTER RENO-U) CLR. ANOD. ALUM TRANSITION STRIP (SCHLUTER SCHIENE) 1/2" MAX. VERIFY W/DOOR FRAME MANUF. STONE THRESHOLD SCALE: NOT TO SCALE STONE THRESHOLD DETAIL @ UNIT ENTRY SCALE: NOT TO SCALE FINISH FLOOR TO CONCRETE FLOOR/VINYL T4 SCALE: NOT TO SCALE EXTERIOR THRESHOLD T5 T1 T2 SCALE: NOT TO SCALE CARPET/ TILE TRANSITION -PUBLIC AREA SCALE: NOT TO SCALE INTERIOR METAL THRESHOLD T3 CARPET TILE CARPET OR TILE CONCRETE OR VINYL EXTERIOR FLR. FINISH AS SCHED. CARPET OR WALK-OFF MAT INTERIOR PLUS UNIT ENTRY PROJECTION THRESHOLD WIDTH TO MATCH WALL WIDTH 1/4" MAX MAX 1/4" PREFIN. ALUM. TRANSITION STRIP (SCHLUTER RENO-TK), FINISH COLOR TBD. DOOR WIDTH BEYOND SCALE: NOT TO SCALE STONE THRESHOLD DETAIL @ UNIT ENTRY T6 TILEFLR. FINISH AS SCHED. 1/2" MAX. 1/2" MAX. 1/2" MAX. 1/4" MAX. 1. THE SCHEDULE AND THE SUPPORTING DETAIL SHOWS THE GENERAL DESIGN INTENT FOR DOORS IN THE PROJECT. CONTRACTOR SHALL COORDINATE EACH DOOR WITH FIELD CONDITIONS , INCLUDING SELECTION OF APPROPRIATE FRAMES FOR VARIOUS WALL CONDITIONS. 2. CONTRACTOR TO PROVIDE DOOR AND HARDWARE SCHEDULE FOR ARCHITECTS/OWNERS REVIEW PRIOR TO ORDERING. 3. ALL HARDWARE TO BE PROVIDED BY THE CONTRACTOR U.O.N. 4. ALL GLASS (GL) AND ALUMINUM/GLASS (AL/GL) DOORS IN THE PROJECT ARE CONSIDERED HAZARDOUS LOCATION. SAFETY GLAZING COMPLYING WITH IMPACT TESTING PER ANSI Z97.1, CLASS A OR CPSC 16 CFR PART 1201, CATEGORY II TO BE PROVIDED FOR ALL GLASS IN DOORS AND SIDELITES. IDENTIFICATION OF ALL SAFETY GLAZING TO BE PROVIDED PER 2020 BUILDING CODE OF NEW YORK STATE SECTION 2406.3. 5. ALL FIRE RESISTANCE RATED DOOR ASSEMBLES TO BE SELF-CLOSING AND SELF LATCHING. 6. ALL HINGES, THRESHOLDS, AND ALL OTHER VISIBLE DOOR HARDWARE, ETC. TO BE PROVIDED IN THE SAME FINISH AS THE DOOR LEVERS AND LOCKS. 7. OVERHEAD GARAGE DOOR OPERATION TO INTERFACE WITH SECURITY SYSTEM PACKAGE W/INDIVIDUAL KEY OPENER. 8. SECURITY PACKAGE TO BE SELECTED BY OWNER AND COORDINATED W/ DOOR AND DOOR HARDWARE AS REQUIRED. 9. TO MEET ACCESSIBILITY REQUIREMENTS, THE MAXIMUM HEIGHT OF ALL THRESHOLDS AT ACCESSIBLE ROUTES SHALL BE NO MORE THAN 1/2" A.F.F., WITH 1:2 BEVEL EDGE SLOPE IF MORE THAN 1/4" HIGH. IF THERE IS UNCERTAINTY AS TO WHETHER A PARTICULAR THRESHOLD MEETS THE ACCESSIBILITY REQUIREMENTS, THE CONTRACTOR SHALL ADDRESS THE QUESTION TO ARCHITECT IN WRITING. 10. PER ADA STANDARDS, THE BOTTOM 10" OF PUBLIC/COMMON DOORS SHOULD HAVE A SMOOTH SURFACE. FOR AL/GLASS BUILDING ENTRANCE, THIS MEANS THE BOTTOM RAIL MUST BE 10" IN HEIGHT, MINIMUM. 11. ALL EXTERIOR DOORS TO BE LABELED FOR AIR LEAKAGE AND CERTIFIED BY THE MANUFACTURER. AIR LEAKAGE ON ALL AL/GL DOORS SHALL NOT EXCEED 1.0 CFM/SF WHEN TESTED AT AT LEAST 1.57 PSF PER AAMA/WDMA/CSA 101/I.S.2/440, NFRC 400, OR ASTM E283. AIR LEAKAGE ON ALL NON SWINGING OPAQUE DOORS (EXCEPT DOOR 124) SHALL NOT EXCEED 0.4 CFM/SF WHEN TESTED AT AT LEAST 1.57 PSF PER ANSI/DAMSA 105, NFRC 400, OR ASTM E283. ALL OTHER DOORS SHALL NOT EXCEED 0.2 CFM/SF OF AIR LEAKAGE WHEN TESTED AT AT LEAST 1.57 PSF PER AAMA/WDMA/CSA 101/I.S.2/440, NFRC 400, OR ASTM E283. 12. ALL EXTERIOR AL/GL DOORS TO BE RATED BY THE NFRC FOR U-FACTOR, SOLAR HEAT GAIN COEFFICIENT, VISIBLE TRANSMITTANCE, AND AIR LEAKAGE. DOORS TO BE PERMANENTLY LABELED WITH NFRC RATINGS OR SUPPLIER/INSTALLER SHALL INSTALL A SIGNED AND DATED CERTIFICATION FOR THE INSTALLED DOOR. 13. ALL EXTERIOR HM SWING DOORS HAVE A MAXIMUM U-FACTOR OF 0.70. DOOR 124 HAS A MAXIUMUM U-FACTOR OF 1.50. UNIT HARDWARE TYPE 'A', UNIT ENTRANCE LOCK: ELECTRONIC LOCK WITH THUMB TURN PRIVACY LOCKING, AND MECHANICAL OVERRIDE. OUTSIDE LEVER ALWAYS LOCKED UNTIL UNLOCKED BY FOB OR KEY OVERRIDE. INSIDE LEVER ALWAYS UNLOCKED. PRIVACY LOCK UNLOCKED BY THUMB TURN OR INSIDE LEVER. TYPE 'D', DUMMY TRIM AT OUTSIDE FACE ONLY: BALL CATCH AT TOP OF DOOR. TYPE 'E', DUMMY TRIM EACH LEAF AT OUTSIDE FACE ONLY: BALL CATCH AT TOP OF EACH DOOR. TYPE 'B', PRIVACY LOCK: PUSH BUTTON LOCKING. CAN BE OPENED FROM OUTSIDE WITH SMALL SCREWDRIVER OR FLAT NARROW TOOL. TURNING INSIDE LEVER RELEASES PUSH BUTTON. TYPE 'F', PASSAGE LATCH: BOTH LEVERS ALWAYS UNLOCKED. TYPE 'C', PRIVACY LOCK -SLIDING BARN DOORS: THUMB TURN LOCKING. CAN BE OPENED FROM OUTSIDE WITH SMALL SCREWDRIVER OR FLAT NARROW TOOL. TURNING THUMB TURN UNLOCKS LATCH FROM INSIDE COMMON AREA HARDWARE TYPE 'G', STOREROOM LOCK: OUTSIDE LEVER ALWAYS LOCKED. ENTRANCE BY KEY ONLY. INSIDE LEVER ALWAYS UNLOCKED. TYPE 'H', ELECTRONICALLY UNLOCKED: (EGRESS FROM INSIDE TO OUTSIDE) ELECTRONIC LOCKSET/LEVERSET. OUTSIDE TRIM CONTINUOUSLY LOCKED UNTIL UNLOCKED BY KEYCARD/FOB. AUXILIARY LATCH LATCHES LATCHBOLT WHEN DOOR IS CLOSED. INSIDE TRIM ALWAYS FREE FOR IMMEDIATE EXIT VIA DOOR HANDLE/LEVER. DOOR UNLOCKS IN CASE OF EMERGENCY, IS FAIL SAFE AND HAS ALARM RELEASE. DOOR COMPLIES WITH IBC SECTION 1008.1.9.8. (COORDINATE WITH SECURITY PACKAGE). TYPE 'N', PANIC HARDWARE: CONCEALED VERTICAL ROD, EXIT ONLY. ELECTRIC STRIKE (COORDINATE WITH SECURITY PACKAGE) TYPE 'L', PASSAGE LATCH: STAIR DOOR ALARM WITH EMERGENCY. TYPE 'K', CLASSROOM LOCK: KEY LOCKS OR UNLOCKS OUTSIDE LEVER. INSIDE LEVER ALWAYS UNLOCKED. TYPE 'J', ELECTRONICALLY UNLOCKED: (EGRESS FROM INSIDE TO OUTSIDE) ELECTRONIC LOCKSET/LEVERSET FOR DOUBLE DOORS. OUTSIDE TRIM CONTINUOUSLY LOCKED UNTIL UNLOCKED BY KEYCARD/FOB. AUXILIARY LATCH LATCHES LATCHBOLT WHEN DOOR IS CLOSED. INSIDE TRIM ALWAYS FREE FOR IMMEDIATE EXIT VIA DOOR HANDLE/LEVER. DOOR UNLOCKS IN CASE OF EMERGENCY, IS FAIL SAFE AND HAS ALARM RELEASE. DOOR COMPLIES WITH IBC SECTION 1008.1.9.8. (COORDINATE WITH SECURITY PACKAGE). TYPE 'M', PASSAGE LATCH: EXIT ONLY DOOR WITH DOOR CONTACTS. INSIDE TRIM ALWAYS UNLOCKED. NO OUTSIDE TRIM. TYPE 'P', ELECTRONICALLY UNLOCKED: (EGRESS FROM INSIDE TO OUTSIDE) ELECTRONIC LOCKSET/LEVERSET. OUTSIDE TRIM CONTINUOUSLY LOCKED UNTIL UNLOCKED BY KEYCARD/FOB. AUXILIARY LATCH LATCHES LATCHBOLT WHEN DOOR IS CLOSED. INSIDE TRIM ALWAYS FREE FOR IMMEDIATE EXIT VIA PANIC HARDWARE. DOOR UNLOCKS IN CASE OF EMERGENCY, IS FAIL SAFE AND HAS ALARM RELEASE. DOOR COMPLIES WITH IBC SECTION 1008.1.9.8. (COORDINATE WITH SECURITY PACKAGE). ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION As indicated DOOR SCHEDULE A803 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT DOOR SYMBOLLOCATION DOOR SIZEDOOR MATERIAL FRAME MATERIALCLOSER REQ'DRATING REQ'D THRESHOLD DETAIL LOCK FUNCTIONDOOR TYPE PR. HINGES REQ'DH/J DETAILSREMARKS HARDWARE SET WHTH 01BEDROOM/DEN3'-0"6'-8"1 3/4"SCW/PTDWD/PTD---BA1 1/2HJ1001 03BEDROOM/DEN5'-0"7'-0"1 3/4"MDF/PTD----CE-HJ6BARN DOOR- TRUSTILE TM 1000 W/ WIDE STILES & TRANSLUCENT GLASS002 04BEDROOM/DEN5'-6" 7'-0"1 3/4"MDF/PTD----CE-HJ6BARN DOOR- TRUSTILE TM 1000 W/ WIDE STILES & TRANSLUCENT GLASS002 05BEDROOM/DEN6'-0"7'-0"1 3/4"MDF/PTD----CE-HJ6BARN DOOR- TRUSTILE TM 1000 W/ WIDE STILES & TRANSLUCENT GLASS002 06BATHROOM3'-0"6'-8"1 3/4"SCW/PTDWD/PTD--T4 SIM.BA1 1/2HJ1001 07WASHER/DRYER2'-6"6'-8"1 3/4"SCW/PTDWD/PTD--T2DC1 1/2HJ1003 08CLOSET1'-8"6'-8"1 3/4"SCW/PTDWD/PTD---DA1 1/2HJ1003 09CLOSET2'-0"6'-8"1 3/4"SCW/PTDWD/PTD---DA1 1/2HJ1003 10CLOSET2'-6"6'-8"1 3/4"SCW/PTDWD/PTD---DA1 1/2HJ1003 11WALK-IN CLOSET3'-0"6'-8"1 3/4"SCW/PTDWD/PTD---FA1 1/2HJ1004 12CLOSET(2)1'-6"6' -8"1 3/4"SCW/PTDWD/PTD---EB3HJ1005 13CLOSET(2)2'-0"6'-8"1 3/4"SCW/PTDWD/PTD---EB3HJ1005 14CLOSET(2)2'-6"6'-8"1 3/4"SCW/PTDWD/PTD---EB3HJ1005 15CLOSET2'-0"6'-8"1 3/4"SCW/PTD-----D-HJ2BYPASS SLIDING DOOR006 16CLOSET2'-6"6'-8"1 3/4"SCW/PTD-----D-HJ2BYPASS SLIDING DOOR006 17CLOSET3'-0"6'-8"1 3/4"SCW/PTD----D-HJ2BYPASS SLIDING DOOR006 DOOR SYMBOLLOCATION DOOR SIZEDOOR MATERIAL FRAME MATERIALCLOSER REQ'DRATING REQ'D THRESHOLD DETAIL LOCK FUNCTIONDOOR TYPE PR. HINGES REQ'DH/J DETAILSREMARKS HARDWARE SET WHTH T01UNIT ENTRY3'-0"7'-0"1 3/4"SCW/PTDHM/PTDY20 MIN,T4AA2HJ3007 T02UNIT TERRACE/BALCONY(1)2'-10"0"AL/GLALN-T5-F2HJ7 SIMSEE WINDOW SCHEDULE008 T03UNIT JULIET BALCONY(2)AL/GLALN-T5-G2HJ7 SIMSEE WINDOW SCHEDULE009 T04EXIT STAIR3'-0"7'-0"1 3/4"HMHMY90 MINT3FA2HJ4 T05TRASH ROOM3'-0"7'-0"1 3/4"HMHMY45 MINT2KA2HJ4011 T06ELEC/DATA CLOSET3'-0"7'-0"1 3/4"HMHMY45 MINT2GA2HJ4011 T07TELECOM ROOM3'-0"7'-0"1 3/4"HMHMY45 MINT2GA2HJ4011 DOOR SYMBOLLOCATION DOOR SIZEDOOR MATERIAL FRAME MATERIALCLOSER REQ'DRATING REQ'D THRESHOLD DETAIL LOCK FUNCTIONDOOR TYPE PR. HINGES REQ'DH/J DETAILSREMARKS HARDWARE SET WHTH 100ABUILDING ENTRANCEAL/GLALY--PG2HJ7 SIM.SEE WINDOW SCHEDULE012 100BVESTIBULEAL/GLALY--PG2HJ7 SIM.SEE WINDOW SCHEDULE013 102APACKAGE ROOM3'-0"8'-0"1 3/4"HMHMY-T1 SIMHA2HJ4SEE ID DRAWINGS014 102BPACKAGE ROOM3'-0"8'-0"1 3/4"HMHMY-T1 SIMHA2HJ4SEE ID DRAWINGS014 104LEASING OFFICE(1)3'-0"8'-0"1 3/4"AL/GLALY-T2HF2HJ7 SIMSEE ID DRAWINGS015 105WATER SERVICE ROOM3'-0"7'-0"1 3/4"HMHMY-T3JA2HJ4016 107ARESIDENT LOUNGE3'-0"7'-11 31/32"1 3/4"AL/GLALY-T1 SIMH2HJ7 SIMSEE ID DRAWINGS017 107BRESIDENT LOUNGE3'-0"8'-0"1 3/4"HMHMY-T1 SIMHA2HJ4SEE ID DRAWINGS018 107CRESIDENT LOUNGE3'-1 1/4"8'-0"1 3/4"AL/GLALY-T1H2HJ7 SIMSEE WINDOW SCHEDULE019 108FITNESS CENTER(1)3'-11 1/4"8'-0"1 3/4"AL/GLALY-T2HC2HJ7 SIMSEE ID DRAWINGS015 109YOGA STUDIO(1)3'-0"8'-0"1 3/4"AL/GLALY-T2HC2HJ7 SIMSEE ID DRAWINGS021 110PET SPA3'-0"8'-0"1 3/4"HMHMY-T1 SIMHA2HJ4SEE ID DRAWINGS022 111PET RELIEF AREA3'-0"7'-0"1 3/4"HMHMY-T5JA2HJ8 SIM.SEE ID DRAWINGS020 112RESTROOM3'-0"8'-0"1 3/4"HMHMY-T1 SIMBA2HJ4SEE ID DRAWINGS023 113RESTROOM3'-0"8'-0"1 3/4"HMHMY-T1 SIMBA2HJ4SEE ID DRAWINGS023 114EXIT CORRIDOR(2)3'-0"7'-0"1 3/4"HMHMY45 MINT5HB4HJ8 SIM.024 115ABICYCLE ROOM3'-0"7'-0"1 3/4"HMHMY-T3HA2HJ4025 115BBICYCLE ROOM3'-0"7'-0"1 3/4"HMHMY-T5JA2HJ8026 116ATRASH ROOM(2)3'-0"7'-0"1 3/4"HMHMY45 MINT5FB4HJ8027 116BTRASH ROOM3'-0"7'-0"1 3/4"HMHMY45 MINT2KA2HJ4011 117EXIT CORRIDOR3'-0"7'-0"1 3/4"HMHMY90 MINT3FA2HJ4029 118TELECOM ROOM3'-0"7'-0"1 3/4"HMHMY45 MINT3GA2HJ4030 119COMMERCIAL TENANT SPACE3'-0"7'-0"1 3/4"HMHMY45 MINT3HA2HJ4031 119BCOMMERCIAL TENANT SPACE #1AL/GLALY-T5JG4HJ8 SIM.SEE WINDOW SCHEDULE032 120BCOMMERCIAL TENANT SPACE #2AL/GLALY-T5JG4HJ8 SIM.SEE WINDOW SCHEDULE032 121BCOMMERCIAL TENANT SPACE #3AL/GLALY-T5JG4HJ8 SIM.SEE WINDOW SCHEDULE032 122ELECTRIC ROOM(2)3'-0"7'-0"1 3/4"HMHMY90 MINT3PB4HJ8033 122BELECTRIC ROOM3'-0"7'-0"1 3/4"HMHMY90 MINT3PA4HJ8033 123STORAGE3'-0"7'-0"1 3/4"HMHMY-T3GA2HJ8034 124STORAGE2'-10"7'-0"1 3/4"HMHMY-T3GA2HJ8034 125AEXIT CORRIDOR3'-0"7'-0"1 3/4"HMHMY45 MINT3HA2HJ8035 125BEXIT CORRIDOR3'-0"7'-0"1 3/4"HMHMY45 MINT3HA2HJ8036 127EXIT CENTRAL STAIR3'-0"7'-0"1 3/4"HMHMY90 MINT3FA2HJ4037 128EXIT EAST STAIR2'-10"7'-0"1 3/4"HMHMY90 MINT3FA2HJ4038 129EXIT NORTH STAIR2'-10"7'-0"1 3/4"HMHMY90 MINT3FA2HJ4028 130STORAGE3'-0"7'-0"1 3/4"HMHMY-T3GA2HJ8034 200TERRACE MAINTENANCE ACCESS3'-0"6'-2"1 3/4"HMHMY45 MINT5HA2HJ8 SIM.039 500ROOF DECK(1)3'-0"6'-8"1 3/4"AL/GLALY45 MINT5HF2HJ7 SIMSEE WINDOW SCHEDULE040 UNITS TYPICAL 1ST THRU 5TH FLOORS DOOR TYPES THRESHOLD DETAILS DOOR TAG 10 F DOOR NUMBER DOOR TYPE HARDWARE TYPE A DOOR SYMBOLLOCATION DOOR SIZEDOOR MATERIAL FRAME MATERIALCLOSER REQ'DRATING REQ'D THRESHOLD DETAIL LOCK FUNCTIONDOOR TYPE PR. HINGES REQ'DH/J DETAILSREMARKS HARDWARE SET WHTH R100EXIT STAIR3'-0"7'-0"1 3/4"HMHMY90 MINT3FA2HJ4041 R101DHW3'-0"7'-0"1 3/4"HMHMY90 MINT3FA2HJ4042 R102DHWHMHMYT3FB4HJ4043 ROOF DOOR HEAD & JAMB DETAILS GENERAL NOTESDOOR HARDWARE TYPES * * * * * * *** ** * *** *** *** 1 1 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 1 1 1 EQ EQ EQ 5'-10 1/2" 9'-0" W-5 GL-2 W-8 8'-8" 5'-10 1/2" EQEQEQ GL-2 5'-10 1/2" W-4 GL-2 EQEQEQ 8'-8" GL-1: LOW-E-COATED, CLEAR INSULATING VISION GLASS GL-2b: FULLY-TEMPERED, TRIPLE-PANE, CLEAR INSULATING VISION GLASS GL-4: LOW-E-COATED, ULTRACLEAR INSULATING VISION GLASS GL-4b: FULY-TEMPERED, LOW-E-COATED, ULTRACLEAR INSULATING VISION GLASS P1: CORRUGATED PANEL GL-2c: TRIPLE-PLANE, CLEAR INSULATING SPANDREL GLASS GLAZING LEGEND GL-2: TRIPLE-PANE, CLEAR INSULATING VISION GLASS GL-1b: FULLY-TEMPERED, LOW-E-COATED, CLEAR INSULATING VISION GLASS GL-5: LAMINATED, HEATSTRENGTHENED CLEAR FLOAT GLASS GL-6: ULTRACLEAR FLOAT GLASS GL-6b: FULY-TEMPERED, ULTRACLEAR FLOAT GLASS 5'-10 1/2" EQEQEQ 8'-8" W-9 GL-2 EQEQ GL-2c 5'-10" EQEQ W-1 GL-2 6'-0" GL-2b GL-2b GL-2 EQEQ3'-1 1/2" 8'-8" 1'-6"3'-1"2'-9 1/2" 7'-4 1/2" 5'-10 1/2" W-13 7'-4 1/2" 1'-9 1/2"2'-7 3/4"2'-11 1/4" W-14 GL-2b 3'-1 1/2"EQEQ 8'-8" GL-2b 5'-10 1/2" GL-2c 8'-8" 5'-10 1/2" EQEQEQ W-6 GL-2GL-2c W-16 V.I.F. 6'-0"± V.I.F. 3'-3 1/2"± GL-1 W-20 GL-1 8'-2 5/8" 6'-10" EQEQ S-14 8'-0" V.I.F. 12'-4" V.I.F. GL-4 2 3/8" EQ 2" EQ 2" EQ 2" EQ 2 7/8" 2 3/8" EQ2"EQ2"EQ2"EQ 2 3/8" 8'-0" 5'-10 1/2" EQEQEQ W-3 GL-2 1'-6"5'-10 1/2" 7'-4 1/2" W-12 GL-2b GL-2b GL-2 3'-1 1/2"EQEQ 8'-0" GL-4 S9 2 3/8" 1'-11 5/8" 2" 5'-10 5/8" 2 7/8" 8'-5 1/2" R.O. 2 3/8" EQ 2" 4'-3" 2" EQ 2 3/8" 8'-8" R.O. S2 GL-4b GL-4GL-4 GL-4 2 3/8" 1'-11 5/8" 2" 5'-10 5/8" 2 7/8" 1'-6 1/2" 10'-0" R.O. 2 3/8" EQ 1 7/8" 6'-0" 1 7/8" EQ 2 3/8" 8'-7 5/8" R.O. 9'-6 1/8" R.O. S5 2 3/8" 1'-11 5/8" 2" 5'-10 5/8" 2 7/8" 1'-6 1/2" 10'-0" R.O. 2 3/8" 1'-4 7/8" 1 7/8" 6'-0" 1 7/8" 1'-4 7/8" 2 3/8" GL-4 GL-4b GL-4 GL-4 2 3/8" 1'-11 5/8" 2" 5'-10 5/8" 2 7/8" GL-4 8'-5 1/2" R.O. 2 3/8" 4 1/8" 2 3/8" 1'-6 5/8" 2" 5'-5 1/4"2"1'-6 5/8" 2 3/8" 4 1/8" 2 3/8" 10'-4 1/4" R.O. GL-4 S12 2 3/8" 1'-11 5/8" 2" 5'-10 5/8" 2 7/8" EQ 2" 5'-6 7/8" 2" EQ 2 3/8" 8'-5 1/2" 10'-5 7/8" 2 3/8" 1'-7 5/8" 2" 7'-9 1/8" 2 7/8" 10'-0" R.O. 9'-1 1/4" R.O. S4 GL-4b 2 3/8" EQ2"6'-0"2"EQ 2 3/8" GL-4 GL-4b 10'-0" V.I.F. 2" 9'-7 1/4" 2" S-15 2 1/4" MIN. GL-6b 5 3/4" +/2'-1 1/8"2" MIN. 6'-0"2" +/1'-10 1/2"2" 10'-11 3/4" V.I.F. 2" +/1'-7 5/8" 2" 8'-0" GL-6 GL-6b +/1'-6 1/2" 3/8" 2"8'-0 3/4" 2" S-16 2 3/8"EQ2"EQ 5 3/4" 7'-5" V.I.F. GL-6 10'-0" S10 GL-4 2 3/8" 1'-11 5/8" 2" 5'-10 1/8" 2 7/8" 8'-5" 2 3/8" 4 1/8"2 3/8" 1'-6 5/8"2"4'-7 1/8"2"2'-1 1/8" 2 3/8" 9'-6 1/8" 6'-4 1/2" V.I.F. S8 GL-4 2 7/8" 5'-10 5/8"2"1'-11 5/8"2 3/8" 8'-5 1/2" V.I.F. 2 3/8"5'-5 1/4"2 3/8"4 1/8" 2 3/8" 1'-2 1/4" 1 1 GL-6b 2" MIN. 3'-0"2" +/4'-10 3/8"2" 8'-5 1/8" V.I.F. S-17 GL-6b 2"7'-9 5/8"2" 8'-0"2" 8'-2 3/8" 2"7'-9 5/8"2"1'-7 5/8"2" 2" +/1'-10 1/8"2" MIN. 3'-0"2" 5'-4 7/8" V.I.F. GL-4b GL-6b GL-6 S19 10'-0" 8'-0"2" +/1'-7 5/8"2" W-15 5'-10 1/2" 1'-6" 7'-4 1/2" 8'-8" 1'-9"5'-2"1'-9" EQ EQ GL-2b GL-2b 8'-2 3/8" 2" MIN. 3'-0"2"EQ2"EQ2" 12'-0" V.I.F. GL-6b GL-6b S20 2" 8'-0" GL-6b W-18 V.I.F. 5'-6"± V.I.F. 4'-9"± GL-1 W-17 V.I.F. 8'-4 5/8"± 2'-3 7/8" 2'-4 7/8" V.I.F. 3'-3 1/2"± GL-1b GL-1 S13 GL-4 2 3/8" EQ2"EQ2"EQ 2 3/8" 2 7/8"EQ2"EQ2"EQ2"EQ2 3/8" 7'-0" V.I.F. 10'-6 1/4" V.I.F. W-10 5'-10 1/2" EQEQ 8'-8" EQEQEQ GL-2 GL-2c W-7 6'-0" 8'-8" GL-2 2'-9 1/8"2'-10 5/8"2'-9 1/8" GL-2c 9'-0" 3'-0" 2'-11 1/4" 2'-9 3/4" 2'-10 1/2" 3'-0" 7'-4 1/2" GL-2b GL-2 GL-2b W-11 8'-2 3/8" S-18 GL-6b 4'-4" V.I.F. 2"3'-11 1/4"2" 8'-0"2" 2 3/8" 1'-1 5/8" 2" 8'-0" S7 GL-4 GL-4b 9'-6" V.I.F. 2 3/8" 3'-1 1/4" 2 3/8" 3'-6" V.I.F. 6'-8" 2 3/8" 2 3/8" 3'-0" 2 3/8" 3'-4 3/4" R.O. S6 GL-4b 6'-10 3/8" R.O. 7'-7" 6'-10" GL-1 W-19 5'-10 1/2" EQEQEQ 7'-8" W-2 GL-1 S3 7 7/8" 1'-9 1/8" 3 3/16" 2'-8 3/16" R.O. 2 3/8" 1'-11 5/8" 2" 5'-10 5/8" 2 7/8" 1'-6 1/2" 8'-5 1/2" R.O. GL-4 GL-4b S1 7 7/8" 1'-9 1/8" 3 3/16" 2'-8 3/16" R.O. 1'-6 1/2" 2 7/8" 5'-10 5/8" 2" 1'-11 5/8" 2 3/8" 8'-5 1/2" R.O. GL-4b GL-4 S21 7'-1" 7'-6" 2 1/2"1'-7"2 1/2" 2'-0" V.I.F. GL-6b ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" WINDOW SCHEDULE A804 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT STOREFRONT TYPES WINDOW TYPES CORNER MULLION 1. PROVIDE TEMPERED GLASS IN ALL LOCATIONS WHERE THE BOTTOM OF THE GLASS IS LESS THAN 18" ABOVE THE ADJACENT FLOOR, WHERE GLASS IS IN A DOOR OR NEXT TO A DOOR OR ELSEWHERE REQUIRED BY CODE. 2. THE MUNTINS SHOWN ARE TO BE LOCATED ON THE OUTSIDE OF THE GLASS. 3. ALL WINDOWS TO BE PROVIDED WITH OPENING LIMITERS THAT PROHIBIT THE WINDOW FROM OPENING MORE THAN 4" 4. ALL GLASS TO BE SOLARBAN 60 LOW-E GLASS OR APPROVED EQUAL 5. STOREFRONT EDGES TO BE SEALED WITH 3/8" DIA. BACKER ROD AND SILICONE JOINTS. NOTES SEE ID 401 & ID 600s FOR ALIGNMENTS & ADDITIONAL INFORMATION ANDERSEN 400 SERIES WINDOWS INTUS SUPERA WINDOWS CORNER MULLIONCORNER MULLION INTERIOR -KAWNEER 450 EXTERIOR -KAWNEER 601UT * 1 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 DEPENDING ON WIDTH OF TEXT EXIT ELEVATOR ROOM 1/8" MATTE ACRYLIC PANEL W/ SUBSURFACE PAINT & SURFACE SCREENED COLOR GRAPHICS 1/8" CLEAR ACRYLIC PANEL COVER SURFACE SILK SCREENED COLOR GRAPHICS VT MOUNT 403 1/8" ALUM LETTERS W/ SATIN SILVER FINISH 1/4" NON-GLARE PLASKOLITE SUB-SURFACE PTD 1/32" RAISED GRADE II BRAILLE, CLEAR RAISED VT MOUNT STL ALAN BOLT & WASHER STL WASHER BEHIND AS SPACER MOUNT @ 5' A.F.F. ELECTRIC ROOM CONTROL IN CASE OF FIRE USE STAIRS DO NOT USE ELEVATOR 1ST FLOOR 1/32" RAISED REDSYMBOL 1/32" RAISED BLACKSYMBOL 1/8" SS SIGNAGE TO MATCH ELEVATOR CALL BUTTONS VT MOUNT 1/32" RAISED BLACKCOPY ALIGN CENTERLINE OF SIGN W/ CENTERLINE OF CALL BUTTONS 1/8" ALUM LETTERS W/ SATIN SILVER FINISH 1/4" NON-GLARE PLASKOLITE SUB-SURFACE PTD 1/32" RAISED GRADE II BRAILLE, CLEAR VT MOUNT VT MOUNT MECHANICAL ROOM STORAGE 1/8" ALUM LETTERS W/ SATIN SILVER FINISH 1/4" NON-GLARE PLASKOLITE SUB-SURFACE PTD 1/32" RAISED GRADE II BRAILLE, CLEAR RAISED VT MOUNT PUBLIC TERRACE JANITOR CLOSET TRASH & 1/8" ALUM FIGURES & LETTERS W/ SATIN SILVER FINISH 1/4" NON-GLARE PLASKOLITE SUB-SURFACE PTD 1/32" RAISED GRADE II BRAILLE, CLEAR RAISED VT MOUNT ACCESSIBLE ROUTE DEPENDING ON WIDTH OF TEXT 1/8" ALUM LETTERS W/ SATIN SILVER FINISH 1/4" NON-GLARE PLASKOLITE SUB-SURFACE PTD 1/32" RAISED GRADE II BRAILLE, CLEAR RAISED VT MOUNT 1/2" 1/4" 1/2" 5/8" 1/2" 5/8" 1/2" 3 1/2" 6" OR 8" 1/2" 1/4" 1/2"5/8" 1/2" 2 3/8" DEPENDING ON WIDTH OF TEXT 1/8" ALUM LETTERS W/ SATIN SILVER FINISH 1/4" NON-GLARE PLASKOLITE SUB-SURFACE PTD 1/32" RAISED GRADE II BRAILLE, CLEAR RAISED VT MOUNT 1/2" 1/4" 1/2"5/8" 1/2" 2 3/8" 6" OR 8" 6" OR 8" DEPENDING ON WIDTH OF TEXT 1/8" ALUM LETTERS W/ SATIN SILVER FINISH 1/4" NON-GLARE PLASKOLITE SUB-SURFACE PTD 1/32" RAISED GRADE II BRAILLE, CLEAR RAISED VT MOUNT 1/2" 1/4" 1/2" 5/8" 1/2" 5/8" 1/2" 3 1/2" 6" OR 8" DEPENDING ON WIDTH OF TEXT 4 5/8" 1/2" 1/4" 1/2" 5/8" 1/2" 5/8" 1/2" 5/8" 1/2" 6" OR 8" DEPENDING ON WIDTH OF TEXT 1/2" 1/4" 1/2" 5/8" 1/2" 5/8" 1/2" 3 1/2" 6" OR 8" 1/2" 1/4" 1/2" 5/8" 1/2" 5/8" 1/2" 3 1/2" 8" 1/4"1/4" 1/2" 6" 1/4" 2 1/2" 1/2" 1/4" 1/2" 10 1/2" 9" 1/8" ALUM LETTERS W/ SATIN SILVER FINISH 1/4" NON-GLARE PLASKOLITE SUB-SURFACE PTD 1/32" RAISED GRADE II BRAILLE, CLEAR RAISED VT MOUNT 1/8" ALUM LETTERS W/ SATIN SILVER FINISH 1/4" NON-GLARE PLASKOLITE SUB-SURFACE PTD 1/32" RAISED GRADE II BRAILLE, CLEAR RAISED VT MOUNT 1/8" ALUM LETTERS W/ SATIN SILVER FINISH 1/4" NON-GLARE PLASKOLITE SUB-SURFACE PTD 1/32" RAISED GRADE II BRAILLE, CLEAR RAISED VT MOUNT 1 1/4"1 1/4" 9" 9" 1 1/4" 1 1/2" 1/4"1/2" 1"1"2 1/4"1 1/4" MIN 1/2" MIN 1/2" 8" 10 3/4" 1/2" 5/8" 1/4" 5/8" 1/4" 5/8" 1/4" 5/8" 1/2"6"1/2" MIN 3/4" MIN 3/4" 1'-2" 17 1/2" 1" 1"1"1"1"1"6 1/2"1"3"1" MIN 3/4" MIN 3/4" 4 3/4" 2"2" 4" 3/4" AT 1ST FLOOR LEVEL EXIT 2 LEVELS DOWN RUNS FIRST FLR. TO PH NO ROOF ACCESS NORTH STAIR 1022.9.2.1.1-1: "THE WORD 'STAIR' AND THE STAIR DESIGNATION...SHALL CONSIST OF NUMERALS OR CAPITAL LETTERS DESIGNATING THE IDENTIFICATION OF THE INTERIOR EXIT STAIRWAY... THE CHARACTERS SHALL BE A MINIMUM OF 11/2" IN HEIGHT." 1022.9.2.1.1-6: "[IF THE STAIRWAY] PROVIDES ACCESS TO THE ROOF, THE WORDS 'FIRE DEPT. ROOF ACCESS' SHALL BE DISPLAYED IMMEDIATELY AFTER THE STAIR IDENTIFICATION." 1022.9.2.1 (PARTIAL): "THE SIGNAGE SHALL IDENTIFY THE...TERMINUS OF THE TOP AND BOTTOM OF THE... STAIRWAY..." PER 1022.9.2.1.1-4, THESE LETTERS SHALL BE MINIMUM 1" IN HEIGHT ("OTHER LETTERING OR NUMBERS"). 1022.9.2.1.1-3: "THE NUMERALS OR CAPITAL LETTERS DESIGNATING THE FLOOR LEVEL SHALL BE A MINIMUM OF 5" IN HEIGHT & LOCATED IN THE CENTER OF THE SIGN." PER 1022.9.2.1.1-5: "THE DIRECTIONAL ARROW SHALL BE A MINIMUM OF 4" IN LENGTH" 1022.9.2.1 (PARTIAL): "THE SIGNAGE SHALL ALSO IDENTIFY THE STORY OF & DIRECTION TO THE EXIT DISCHARGE..." PER 1022.9.2.1.1-4, THESE LETTERS SHALL BE MINIMUM 1" IN HEIGHT (EITHER LETTERING OR NUMBERS). 1" 1/2" 1"1/2" 1" 5 1/2" 5" 3" 1 1/2" 1/2"1" 3/4" 1" 3/4" 1 1/2" 12" MIN. 16" 5' -0" ABOVE LANDING 1'-0" 18" MIN. 3/4"3/4" 1/8" MATTE ACRYLIC PANEL W/ SUBSURFACE PAINT & SURFACE SCREENED COLOR GRAPHICS 4'-0" AFF RECYCLE NO SMOKING 1/8" ALUM FIGURES & LETTERS W/ SATIN SILVER FINISH 1/4" NON-GLARE PLASKOLITE SUB-SURFACE PTD 1/32" RAISED GRADE II BRAILLE, CLEAR RAISED VT MOUNT 1/4"1/4" 7" 1'-0" WITHIN 25' OF ENTRIES, OUTDOOR AIR INTAKES AND OPERABLE WINDOWS 1/2" 6" 1/2" 5/8"5/8"5/8"1"1" 3/8" 1/4" 1/2"1/2" 1/2" MECHANICAL ROOF EQUIPMENT DEPENDING ON WIDTH OF TEXT 1/8" ALUM LETTERS W/ SATIN SILVER FINISH 1/4" NON-GLARE PLASKOLITE SUB-SURFACE PTD 1/32" RAISED GRADE II BRAILLE, CLEAR RAISED VT MOUNT 1/2" 1/4" 1/2" 5/8" 1/2" 5/8" 1/2" 3 1/2" 6" OR 8" 1/8" MATTE ACRYLIC PANEL W/ SUBSURFACE PAINT & SURFACE SCREENED COLOR GRAPHICS 1/8" CLEAR ACRYLIC PANEL COVER SURFACE SILK SCREENED COLOR GRAPHICS VT MOUNT BY ORDER OF THE FOR YOUR SAFETY NOTICE 1" 1/2" 1"3/4" 1/2" 6 1/8" 4 1/8" 3 1/4" 2" 4'-0" AFF 1'-6" OCCUPANCY IS LIMITED TO 47 PERSONS ITHACA FIRE MARSHALL This sign shall be posted at all times. 5/8"3/4" 1 1/2"5/8" 5/8" 1/2" 1 1/2" 3/4"2"3/4" BURN CALORIES, NOT ELECTRICITY ***POST THIS SIGN IN VISIBLE LOCATION AT PH ASSEMBLY SPACE NORTH STAIR ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 3" = 1'-0" SIGNAGE SCHEDULE A805 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION INTERIOR UNIT FINISH SCHEDULE & LEGENDS A806 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT ROOM NAMEFLOORBASE WALLSCEILING COMMENTS MATERIALFINISHMATERIALFINISH BEDROOMLVT-1WB-1GWBPT-1GWBPT-4 LIVING ROOMLVT-1WB-1GWBPT-1GWBPT-4 KITCHENLVT-1WB-1GWBPT-1GWBPT-4 BATHROOMLVT-2RB-1GWBPT-2GWBPT-4 CLOSETSLVT-1WB-1GW BPT-1GWBPT-4 UNIT FINISH SCHEDULE PT-1PAINTSHERWIN WILLIAMS, COLOR: 7006 EXTRA WHITE, FINISH: FLAT PT-2PAINTSHERWIN WILLIAMS, COLOR: 7006 EXTRA WHITE, FINISH: EGGSHELL DESIGNATIONMATERIALMANUFACT URER / COLOR / FINISHCSI SECTIONCOMMENTS LVT-1LUXURY VINYL TILESHAW HARD SURFACE, STYLE: 0866V CATHEDRAL OAK 720C PLUS, COLOR: TBD, WIDTH 8.86 IN LVT-2LUXURY VINYL TILESHAW HARD SURFACE, STYLE NAME: INTREPID TILE PLUS, STYLE NO: 2026V , COLOR: PEBBLE, COLOR NO: 00599, SIZE: 12"X24", CONSTRUCTION: 20 MIL, 6.5 MM THICK PT-4PAINTSHERWIN WILLIAMS, COLOR: 7006 EXTRA WHITE, FINISH: SATIN RB-1RUBBER WALL BASETARKETT, LINE: MANDALAY, PROFILE: MW-X- H, COLOR: TBD, SIZE: 4.5' WB-1WALL BASEPAINTED MDF, PROFILE: SQUARE, COLOR: SHERWIN WILLIAMS 7006 EXTRA WHITE, FINISH: SEMI-GLOSS, SIZE: 3 1/4 H" X 3/4" TH UNIT FINISH LEGENDS FLOORING WALLS BASE CEILINGS 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 PT-4PAINTSHERWIN WILLIAMS, COLOR: 7006 EXTRA WHITE, FINISH: SATIN DOORS AND BARN DOOR TRIM PT-5SW 6992 INKWELL, FINISH: SATIN1 1 ALIGN ALIGN ALIGN ALIGN ALIGN ALIGNALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGNALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN L8 LE L10 L12.1 LBLA LD L13.2 L14.1 L15 L9 LF L12.2 LG.1 CENTRAL STAIR 023A 113 023A 112 022A 110 020A 111 014A 102B 014A 102A 018A 107B 012G 100A G 013 100B WATER SERVICE ROOM 105 LEASING OFFICE 104 MAIL ROOM 103 PACKAGE ROOM 102 LOBBY 101 RESIDENT LOUNGE 107 PET RELIEF AREA 111 BICYCLE ROOM 115 RESTROOM 112 RESTROOM 113 TRASH ROOM 116 ELEV 1 ELEV 2 ELEVATOR LOBBY 106 PET SPA 110 SEE ARCH DRAWINGS FRIDGE FIRE PLACE ART WALL ART INFO SCREEN CAFE STATION CONCIERGE CAFE/ CO-WORK MIRROR MIRROR ART WALLART WALL 2 1/8" 7'-0" 10 1/8" 7'-0" 2 1/8" YOGA STUDIO 109 EXIT CORRIDOR 114 ID600 5 8 ID608 3 ID6076 ID606 4 ID607 2 ID603 1 ID605 7 ID605 1 5 8 6 4 3 2 3 5 3 1 5 3 4 1 4 2 ID608 5 ID600 3 ID602 6 ID602 1 ID620 4 ID6016 1 WATER BOTTLE STATION 8 6 7 2 5 3 021C 109 4 2 1 2 3 4 017C 108 ID601 12 ID600 7 ID6009 017 107A 6 7 4'-2" ID601 5 5 ID6032 ID603 4 ID601 4 ID606 2 ID620 5 4 3 2 ID620 1 1B 5'-4 7/8" V.I.F. 2'-0" EQ 2'-7 1/2" 2'-7 1/2" EQ 2'-0" 5'-1 7/8" 11A 11'-6" ID604 8 L14.2 L13.1 ID6044 ID604 6 2 7 ID604 3 1 5 2B 2B 1D 1D 2B1D 2B 19C 11A 11A 11B 11A 2B 2B 2B 1D 1D 1C 1D 1C 1B 8'-6 7/8"+/12'-0" 1D 19C 19C 11A 1B 1D1D 11B 1D 2B 2B 1'-0" 11B 11B 11A 1B 1B 11B 19B 11B 1'-6" 9'-3 1/2"+/- 1'-6" 3/4"4'-3 3/8"3/4" 1'-5" 8'-0 3/4" 1'-5" . 11'-2 1/2" +/2'-1" 4'-6" 30'-2 5/8" +/- 3'-8" 6'-10 5/8"+/- 1'-6" MAX. 2'-0" 2'-4 3/8" +/6'-7" 10'-0 1/2" 2'-6" 2" 1'-4" 4 5/8" 4'-9 1/2"+/4 5/8" EQ 2'-7 1/2" 2'-7 1/2" 2'-7 1/2" EQ 11A CONTINUOUS FLOOR HEATER, RUNTAL EB3 TYPE, SEE INTERIOR ELEVATION FOR LOCATION AP-12AP-13 AP-10 PF-10 PF-11 PF-12 AP-30 PF-40 PF-20 PF-22 PF-23 PF-21 8'-9"5'-11 1/4" 1'-1" 5'-1" 2'-6" 14'-8 1/4" MIN. 4'-0" 1" 1" 12'-3"8'-9 3/4" +/-4'-2" 4'-2" 14'-11 1/4"+/- 6'-1 1/2" 6'-4 3/4"+/10" 2'-6" 10" 19C SEE ARCH DRAWINGS FIREPROOFING, TYP. - SEE ARCH. DWGS. SEE ARCH DRAWINGS 019 107C 025A 115A 024B 114 027B 116A 2B FITNESS CENTER 108 2B 2B 5'-6"1'-6" 1D 1D 1D 1D 2B EQEQ M IN. 1'-0". 1'-6" MIN 1'-7" 2B 2'-6" 4'-4" 1D 10'-8 1/4" 1D L11 L16 016A 105 037A 127 7 7 7 7 7 7 FIREPROOFING, TYP. - SEE ARCH. DWGS. 11B LG.2 4 1/2" 6" 2'-6" 6" 4 1/2" 7 LOW LOW 4" 4" 8'-5 1/8"9 '-9 5/8"2 '-5 1/8" 3'-0" LC 2'-1" 2'-0" MAX. TO BACKSPLASH 4 3/8"+/19C MIRROR 1D 11B 1'-2" ID702 1 ID703 1 ID706 1 2'-6"2 '-6" 2'-1" 2'-1" 11 3/8" +/4'-5 3/8" +/8'-6" 8'-6" 3'-8 3/4" 4'-0" 2'-7" 19C EQ 2'-7 1/2" 2'-7 1/2" 2'-7 1/2" 2'-7 1/2" EQ 2'-1" 1'-5" 15'-11 3/8" 1'-5" 11'-0 3/4" 4 5/8" 2" 4" 2'-1" EQ 2'-1" EQ 2'-1" 4" 6'-6 3/4"+/+/1'-11 1/2" 2'-1" EQ 2'-1" 4" 2'-1"E Q2 '-1"4 " +/1'-4"2 '-1"2 '-1" 6"3 /4" 4" 6'-1 1/2" ID603 6 11D 1A 1'-6" 1'-6" 3'-6"MIN. 1'-6" 015F 104 7 7 7 7 7 4 5/8" ID701 5 5'-9 1/4" 4'-4 7/8" 5'-9 1/4" ID700 3 EQE Q EQE Q COORDINATE HP-1 PANEL LOCATION - SEE ARCH. /ELEC. DWGS. FOR REQUIREMENTS 1D 11A RE: ARCH. DWG 3 ADD 1/2" CEMENT BACKER BOARD FOR 1/2" THIN BRICK ON 1/4" MORTAR THIN SET, PER MANUF. REC. ADD 1/2" CEMENT BACKER BOARD FOR 1/2" THIN BRICK ON 1/4" MORTAR THIN SET, PER MANUF. REC. TYP. 1'-0" TYP. 1'-0" SEE ARCH. DWGS FOR SLOPE 1D 7 7 S19 S-17 S-18 S20 11B EQ 2'-0 7/8" EQ 2'-0 7/8" SCHEDULED FEC SCHEDULED FEC 3 7/8"3 /4" 4'-4 7/8"3 /4"5 '-8 1/2" 1'-0" 7'-1 1/2"+/1'-6" 1B 1D 1D 1D 1'-8" 2B 11A VESTIBULE 100 2" 8" MIN. 3'-0" MIN. 3'-0" 8'-5 1/8" +/13'-1 1/8" +/3 1/2" 7'-5 3/8"+/8 1/2" +/1 7/8" MIN. 3'-0" 4'-9 3/8" 4 3/8"+/026A 115B ID708 1 2" 1'-4" 4" SEE ARCH. PLAN DETAILS FOR ADDITIONAL INFORMATION SEE ARCH. PLAN DETAILS FOR ADDITIONAL INFORMATION 2'-1"E Q2 '-1" 4" 1'-8" 4" 1'-4" 2" 5'-0" +/1 1/4" 1 1/4" 1 1/4" 10 3/4" 1'-0" ART 1'-0 3/8" 1'-0 1/4" 1'-1 3/4" GENERAL NOTES 1. SEE INTERIOR ELEVATIONS AND DETAILS FOR ADDITIONAL INFORMATION. 2. COORDINATE ALL LOCATIONS OF RECEPTACLES, SWITCHES, TOUCH PANELS IN AMENITY SPACES W/ ID 600s AND 700s. 3. CONDUIT FOR FLOOR MOUNTED POWER, PHONE AND DATA RECEPTACLES SHALL BE CAST IN SLAB AS REQ'D. CONFIRM ALL LOCATIONS FOR FLOOR OUTLETS AND FINISHES W/ ID PRIOR TO INSTALLATION. 4. VERIFY ALL DIMENSIONS SHOWN IN FIELD. 5. FOR PARTITION TYPES AND ASSOCIATED GENERAL RULES SEE ARCHITECTURAL DRAWINGS; RE: A801. 6. FOR DOOR TYPES AND ASSOCIATED GENERAL RULES SEE ARCHITECTURAL DRAWINGS; RE: A802. 7. FOR INTERIOR STOREFRONT AND ASSOCIATED GENERAL RULES SEE ARCHITECTURAL DRAWINGS U.N.O.; RE: A8XX. 8. U.N.O. ALL INTERSECTING PARTITIONS ARE ASSUMED TO BE 90 DEGREES TO EACH OTHER. ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATE DESCRIPTION N 1/4" = 1'-0" 1ST FLOOR WEST ENLARGED PLAN ID401 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT DIMENSIONS ADJUSTED AT FIREPLACE SEATING AS REQUIRED. 1 DIMENSIONS ADJUSTED AT WINDOW BAY/ SEATING AS REQUIRED. 1 1 ADJUSTED PER ARCH. BACKGROUND CHANGES. 1 12.23.2020 PERMIT SET 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGNALIGN ALIGN CENTRAL STAIR WATER SERVICE ROOM 105 LEASING OFFICE 104 MAIL ROOM 103PACKAGE ROOM 102 LOBBY 101 RESIDENT LOUNGE 107 PET RELIEF AREA 111 BICYCLE ROOM 115 RESTROOM 112 RESTROOM 113 TRASH ROOM 116 ELEV 1 ELEV 2 ELEVATOR LOBBY 106 PET SPA 110 SEE ARCH DRAWINGS YOGA STUDIO 109 EXIT CORRIDOR 114 SEE ARCH DRAWINGS WB SCHLUTER SCHIENE, FINISH: BRUSHED STAINLESS STEEL SCHLUTER RENO-RAMP, FINISH: SATIN ANODIZED ALUMINUM SCHLUTER RENO-RAMP, FINISH: SATIN ANODIZED ALUMINUM SCHLUTER RENO-V, FINISH: SATIN ANODIZED ALUMINUM COORDINATE W/ MANUFACTURER SCHLUTER RENO-RAMP, FINISH: SATIN ANODIZED ALUMINUM SCHLUTER RENO-RAMP, FINISH: SATIN ANODIZED ALUMINUM SEE ARCH DRAWINGS FITNESS CENTER 108 CAB-10 CAB-10 FLOORING TO EXTEND UNDER MILLWORK, TYP. SCHLUTER RENO-RAMP, FINISH: SATIN ANODIZED ALUMINUM FLOORING TO EXTEND UNDER MILLWORK, TYP. FLOORING TO EXTEND UNDER FIREPLACE TABLE, TYP. FLOORING TO EXTEND UNDER MILLWORK, TYP. SCHLUTER EXPANSION STRIP SCHLUTER EXPANSION STRIP FLOORING TO EXTEND UNDER MILLWORK, TYP. TS-10 TS-12 TS-12TS-11 TS-10 TS-10 TS-10 TS-13 SCHLUTER RENO-V, FINISH: SATIN ANODIZED ALUMINUM TS-13 SCHLUTER RENO-V, FINISH: SATIN ANODIZED ALUMINUM TS-13 SCHLUTER EXPANSION STRIP TS-12 TS-10 SCHLUTER RENO-V, FINISH: SATIN ANODIZED ALUMINUM TS-13 WB FLOOR DRAIN, CENTERED ON ROOM, SATIN SS FINISH FLOOR DRAINS, CENTERED ON ROOM, SATIN SS FINISH EQEQ EQ EQ EQ EQ TYPICAL TILE PATTERN PROVIDE FLOOR DRAIN - RE: PLUMB. DWGS TYP. TYP. TYP. TYP. EQ EQ WB WB WB WB EQ EQ TYP. TYP. 1. SEE INTERIOR ELEVATIONS AND DETAILS FOR ADDITIONAL INFORMATION. 2. ALL TRANSITION STRIPS UNDER DOORS TO BE LOCATED CENTERED ON DOOR LEAVES AND EXTEND FULL WIDTH. 3. ALL FLOOR TRANSITIONS TO COMPLY WITH ADA AND FAIR HOUSING REQUIREMENTS. 4. COORDINATE W/ ARCHITECTURAL DOOR SCHEDULE AND INTERIOR FINISH SCHEDULES. FINISH FLOOR LEGEND GENERAL NOTES TILE; T-10, SEE FINISH SCHEDULE TILE; T-11, SEE FINISH SCHEDULE POLISHED CONCRETE; PC-10 SEE FINISH SCHEDULE CARPET TILE; CPT-21 SEE FINISH SCHEDULE LUXURY VINYL TILE; LVT-10 SEE FINISH SCHEDULE CARPET TILE; CPT-10 SEE FINISH SCHEDULE CARPET TILE; CPT-20 SEE FINISH SCHEDULE RUBBER; RB-10 SEE FINISH SCHEDULE RUBBER; RB-11 SEE FINISH SCHEDULE WALK-OFF MAT; WM-10 SEE FINISH SCHEDULE LUXURY VINYL TILE, LVT-11; SEE FINISH SCHEDULE WP WORK POINT, START HERE ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATE DESCRIPTION N 1/4" = 1'-0" 1ST FLOOR WEST FINISH PLAN ID401_F Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1 FLOORING PATTERN / STARTING POINTS ADDED FOR CLARITY 1 ADJUSTED PER ARCH. BACKGROUND CHANGES. 1 12.23.2020 PERMIT SET 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET CENTRAL STAIR LEASING OFFICE 104 MAIL ROOM 103 PACKAGE ROOM 102 LOBBY 101 RESIDENT LOUNGE 107 YOGA STUDIO 109 PET RELIEF AREA 111 BICYCLE ROOM 115 RESTROOM 112 RESTROOM 113 TRASH ROOM 116 ELEV 1 ELEV 2 ELEVATOR LOBBY 106 PET SPA 110 SEE ARCH DRAWINGS CO-WORK FIRE PLACE TVTV COOKING CLASS/ BAR ART WALL ART CAFE STATION CONCIERGE CAFE/ CO-WORK MIRROR MIRROR ART WALLART WALL EXIT CORRIDOR 114 WATER BOTTLE STATION TV TRASH COAT ART FITNESS CENTER 108 SEE ARCH DRAWINGS INFO SCREEN WATER SERVICE ROOM 105 SEE ARCH DRAWINGS TV FRIDGE MIRROR VESTIBULE 100 LOCATION OF 3 SPECIFIED FLOOR OUTLETS (SATIN SS FINISH) TO BE CONFIRMED W/ ID & OWNER PRIOR TO INSTALLTION ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATE DESCRIPTION N 1/4" = 1'-0" 1ST FLOOR WEST FURNITURE PLAN ID401_FF Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1 1 ADJUSTED PER ARCH. BACKGROUND CHANGES. 1 12.23.2020 PERMIT SET 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET OS PS SD SD SD SD SD SD OS SDSD SD SD OS SD OS OS OS OS SD OS OS OS OS SD OS SD ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN EXPOSED CONCRETE CEILING SLAB 1/2" GYPSUM BOARD CEILING, PTD; HT 8'-2" AFF 1/2" GYPSUM BOARD CEILING, PTD; HT 9'-0" AFF 1/2" GYPSUM BOARD CEILING, PTD; HT 8'-6" AFF 1/2" GYPSUM BOARD CEILING, PTD; HT 10'-0" AFF WOOD SLAT (OR FINISH) CEILING; SECURILY ATTACHED TO GWB; SEE ID-ELEVATIONS 1. SEE INTERIOR ELEVATIONS AND DETAILS FOR ADDITIONAL INFORMATION. 2. ALL SPRINKLER HEADS IN AMENITY SPACES TO BE CONCEALED. CONFIRM ALL LOCATIONS AND FINISHES W/ INTERIOR DESIGNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 3. ALL SLOT DIFFUSER IN AMENITY SPACES TO BE MUD-IN TYPE UNLESS NOTED OTHERWISE. COORDINATE LENGTHS AND LOCATIONS AS INDICATED IN THESE RCPS. VERIFY LENGTHS IN FIELD TO MEET DESIGN INTENT PRIOR TO INSTALLATION. 4. ALL CONDUIT FOR CEILING MOUNTED FIXTURES OR DEVICES IN AREAS WITH EXPOSED CONCRETE CEILINGS SHALL BE CAST IN CONCRETE SLAB FOR CONCEALMENT. CONDUIT FOR FLOOR MOUNTED POWER, PHONE AND DATA RECEPTACLES SHALL BE CAST IN SLAB. 5. PROVIDE CONTROL JOINTS IN SUSPENDED GYPSUM BOARD CEILING AS SHOWN AND/OR AS REQ'D BY CEILING CONSTRUCTION. LOCATIONS SHALL BE SUBMITTED FOR REVIEW & APPROVAL BY INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. ALIGN WALL & CEILING CONTROL JOINTS, TYPICAL. 6. CONTRACTOR SHALL PROVIDE ACCESS PANELS (MUD-IN TYPE) IN SUSPENDED GYP BOARD CEILING OR AS SHOWN ON ID, ARCH & MEP DRAWINGS AND/OR AS REQ'D TO SERVICE MEP/FP SYSTEMS & EQUIPMENT. LOCATIONS IN AMENITY SPACES CURRENTLY NOT SHOWN ON ID DRAWINGS SHALL BE SUBMITTED FOR REVIEW & APPROVAL BY INTERIOR DESIGNER, ARCHITECT & OWNER PRIOR TO INSTALLATION. 7. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS, ETC. FOR ALL CEILING MOUNTED ACCESS PANELS, CEILING TRIM, LIGHT FIXTURES, WINDOW TREATMENTS & OTHER EQUIPMENT OR DEVICES AS REQ'D. 8. REFER TO ID DRAWINGS FOR LIGHT FIXTURE LOCATIONS. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPE, SWITCHING & LAMPING. ANY POSSIBLE DISCREPANCIES W/ ID DWGS TO BE COORDINATED AND CONFIRMED W/ INTERIOR DESIGNER PRIOR TO INSTALLATION. 9. REFER TO INTERIOR DRAWINGS FOR ADD'L CEILING FINISH INFORMATION. 10. INSTALL ALL INSULATION PER MANUFACTURER'S INSTRUCTIONS. CONTRACTOR TO HAVE INSTRUCTIONS AVAILABLE FOR INSPECTION. 11. FOR ALL PENDANTS IN AMENITY SPACES, CONFIRM FINAL HEIGHTS W/ INTERIOR DESIGNER AND OWNER IN FIELD PRIOR TO INSTALLATION. 12. ALL CAMERA LOCATIONS AND FINISHES TO BE COORDINATED AND CONFIRMED W/ INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 13. ALL AV DEVICE LOCATIONS AND FINISHES TO BE COORDINATED AND CONFIRMED W/ INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 1/2" GYPSUM BOARD CEILING, PTD; HT VARIES, SEE NOTES PENDANT (AP) CEILING MOUNT, DIRECTIONAL, CYLINDER, FOR PLANTS (AA) RECESSED LIGHT FIXTURE (AD) STRIP LIGHT W/ LENS (AL) - V.I.F. COVE LIGHT / ART WALL WASH (ACL) - V.I.F. RECESSED STRIP LIGHT W/ LENS (ALR) - V.I.F. LINEAR PENDANT (ALP) SURFACE CEILING LIGHT FIXTURE, DISC (AF) RECESSED DOWNLIGHT (AD) MILLWORK WALL SCONCE (AW) VERTICAL STRIP LIGHT (AL) SPEAKER - SEE AV DWGS FOR TYPES (FINISH TO MATCH ADJACENT CLG. OR WALL, U.N.O.) SPEAKER/STROBE - SEE ELEC. DWGS OCCUPANCY SENSOR SEE ELEC. DWGS PHOTO SENSOR - SEE ELEC. DWGS EXIT SIGN - SEE ELEC. DWGS SMOKE DETECTOR - SEE ELEC. DWGS CENTERLINE RETURN - SEE MECH. DWGS EXHAUST/SUPPLY - SEE MECH. DWGS PS OS SD RCP LEGEND RCP GRAPHIC KEY RCP GENERAL NOTES 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-0" AFF 1/2" GYPSUM BOARD CEILING, PTD. (U.N.O.); HT 7'-10" AFF 48"x48" SUSPENDED CEILING SYSTEM, RIGID POLYISO INSULATION PANELS LEASING OFFICE 104 MAIL ROOM 103 PACKAGE ROOM 102 LOBBY 101 RESIDENT LOUNGE 107 YOGA STUDIO 109 PET RELIEF AREA 111 BICYCLE ROOM 115 RESTROOM 112 RESTROOM 113 TRASH ROOM 116 ELEV 1 ELEV 2 ELEVATOR LOBBY 106 EXIT CORRIDOR 114 PET SPA 110 SEE ARCH DRAWINGS, TYP. CENTRAL STAIR SEE ELEC. DRAWINGS ACL2 AL2 AL2 AP3 EQ EQ AP2 AP2 AP2 AD1 AD1 AD1 AL1 AL1 AL1 AL1 AL1 EQ EQ AW1 AW1 AW1 4'-0" 4'-0" EQ EQ AF4 AF4 AF4 AF3AF3 AF3 AF4 AF3 AF4 AF3 AF4 AL4 AL4 AF5 AF5 AF5 AP1A AP1B AP1B AP1A AD2 AL4 AF1 AF1 AA1 ALP1 AA1AA1 1'-6" AL2 AL2 AL2 (2) 2'-0" 2'-0" 1'-0" 1'-0" AA1 AA1 ACL1 3'-8" 3'-6" 3'-6" 2'-6" 3'-6" 1'-9" EQ EQ 2'-0" 2'-0" 1'-6" 1'-6" EQ EQ EQ2EQ2 AF2 AF2 AF2 AF2 AF2 AF2 AF2 AF2 ALP2 EQ EQEQ EQ EQ EQ EQ EQEQEQEQEQEQ ACL2 3'-0" ALP2 AP1A 2" 1'-0" 2" 1'-0" 2" 1'-0" 2" 1'-0" 2" 1'-0" 2" 1'-0" 2" 1'-0" 2" 1'-0" 2" 1'-0" 2" 1'-0" 2" 1'-0" 2" 1'-0" 2" AL4 AW1AW1 3'-6" 3'-6" 2" 4" 2" 4" 2" 4" 2" 4" 2" 4" 2" 4" 2" 4" 2" 2" 2'-3" 2" 2'-3" 2" 2'-3" 2" 2'-3" 2" 2'-3" 2" AL4 AL4 AL4 AL4 1'-3" 1'-3" FITNESS CENTER 108 (4) EQ EQ EQ 6'-6 1/2" +/-E QE QE Q 3'-6" AD2 AD2 AD2 AD2 AD2 AD2 AD2 AD2 AD2 EQ EQ AD4 AD4 AD4 AD3 AD3 AD3 AD3 1'-6" EQE Q AW2 1'-6" AP4A AP4B AP4C 3'-6" 6" 6" 1'-0" ACL1 AL3 AL3AL3 (LOW - SEE DETAIL) (LOW - SEE DETAIL) (LOW - SEE DETAIL) (LOW - SEE DETAIL) AL3 AL3 AL3 AL3 AL3 (LOW - SEE DETAIL) (2) (2) (2) (2) AL4 ALR1 SEE ARCH DRAWINGS, TYP. 2'-0" 4" 4" 10" CONTINUOUS MUD-IN SLOT DIFFUSER EQE Q WATER SERVICE ROOM 105 SEE ARCH DRAWINGS, TYP. EQ EQ 2'-6" EQE Q AP4C AP4A AP4B 1'-2" EQ EQCONTINUOUS MUD -IN SLOT DIFFUSER (FACING THE SIDE) CONTINUOUS MUD-IN SLOT DIFFUSER, TYP. CONTINUOUS MUD-IN SLOT DIFFUSER, TYP. CONTINUOUS MUD-IN SLOT DIFFUSER, TYP. CONTINUOUS MUD-IN SLOT DIFFUSER, TYP. CONTINUOUS MUD-IN SLOT DIFFUSER, TYP. CONTINUOUS MUD-IN SLOT DIFFUSER MUD-IN ACCESS PANEL 1'-6" 1'-6" 2'-6" 10" CONTINUOUS MUD-IN SLOT DIFFUSER (FACING THE SIDE) EQE Q THIS AREA GWB TO RECEIVE PT-18A; SEE ID-ELEVATIONS THIS AREA GWB TO RECEIVE PT-15A; SEE ID-ELEVATIONS EQ EQE Q EQ AF3 AF4 AF4 4'-0" CONTINUOUS MUD-IN SLOT DIFFUSER EQ AD1 AD1 AL5 AL5 AL5 AL5 WD-10 TYP. WD-11 TYP. WD-12 TYP. FILL W/ WOOD BLOCK (SAME FINISH, FLUSH, 8" LONG S-N DIRECTION, CENTERED ON CANOPY) TO PROVIDE SUPPORT FOR LIGHT FIXTURE CANOPY, TYP WD-11 1'-8" FAN COIL UNIT EQ EQ 2'-6" EQ EQ 4" 4"4" 2'-6"3 '-6" 4" CONTINUOUS MUD-IN SLOT DIFFUSER (FACING THE SIDE) - SEE ID604 4" 4" 4" 4" 4"2'-0" 4'-0" 2'-0" 2'-0" EQE Q 2'-0" 2'-0"2 '-0" EQ EQ AD2 2'-6" 4" 4" 4" 4" 4" 4" 4" (EQ) HEATING - SEE MECH. DWGS 6" 1'-0" 5" 3'-6" EQ EQ 4" AF1 FIRE PLACE FLUE PIPE - PROVIDE TRIM COLLAR (KEEP SLIM, TO MATCH MATERIAL/FINISH OF FP; CONCEALED ATTACHMENT) FOR CLEAN CLG. FINISH; FACE SERVICE DOOR ON OPPOSITE ELEVATION (CENTERED) OF WHERE OPENING IS PROVIDED, PER MANUF. RECOMMENDATION FILL W/ WOOD BLOCK (SAME FINISH, FLUSH, 6" LONG S-N DIRECTION, CENTERED ON CANOPY) TO PROVIDE SUPPORT FOR LIGHT FIXTURE CANOPY, TYP. 4'-0" 3'-0" 3'-0" 1'-6" 2'-0" EQE Q 1'-6" 2'-6" 1'-6" EQ EQ E Q EQ 1'-6" 2'-6" EQ EQ EQ EQ EQ EQ 2'-6" 2'-0" 2'-0" 1'-0" 3'-10"3'-10" EQ EQ 7'-6" 7'-6" 3'-9" 3'-9" 7'-6" 6" 6" 6" 6" 4" AD5 AD5 EQ EQE Q EQ EQE Q AD5AD5 AD5 EQ EQ EQ 3'-9" EQE Q AD5AD5 EQE Q AD5 AD5 1'-9" 1'-6" 1'-6" 1'-9" AD5 AD5 AD5 AD5 AD5 AD5 6'-0" 6'-0" ACL2 VESTIBULE 100 EQ EQ 10" AD2 EQ EQ AD2 EQE Q (LOW - SEE DETAIL) 3" 3" 10" 10" 3'-3" 4" EQ EQ EQ EQ 6" 9" 5" 3'-6" EQ EQ EQ MUD-IN ACCESS PANEL FOR DATA/PWR DROP LOCATION MUD-IN ACCESS PANEL FOR DATA/PWR DROP LOCATION 1'-6" 2'-0" 2'-0" 4" (EQ) EQ EQ EQ EQ EQ EQ PENDENT SPRINKLER (EXCEPTION) FINISH TO MATCH PT-18A PENDENT SPRINKLER (EXCEPTION) FINISH TO MATCH PT-18A 10"7 "3 " 1'-2" 3" FLUSH W/ UNDERSIDE OF WOOD, PROVIDE REMOTE DRIVER, TYP. ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATE DESCRIPTION N 1/4" = 1'-0" 1ST FLOOR WEST ENLARGED RCP ID401_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1 1 1 1 1 1 1 ADJUSTED PER ARCH. BACKGROUND CHANGES. DIMENSIONS AND/OR NOTES ADJUSTED/ADDED FOR CLARIFICATION/AS REQUIRED. 1 1 1 1 1 1 1 1 12.23.2020 PERMIT SET 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET UP DN DN UP DN EAST STAIR CENTRAL STAIR NORTH STAIR PROPERTY LINE PROPERTY LINE UNIT D12 231 /1ID414_F /1ID412_F /1 ID414_F /1 ID416_F /1 ID412_F /1 ID420_F /1ID412_F /1ID418_F ID6103 NORTH CORRIDOR 239 ELEVATOR LOBBY 238 SOUTH CORRIDOR 240 ID611 6 ID610 2 ID612 6 1 2 1 7 ID611 53 4 ID610 54 1 ID612 ID612 4 2 3 5 ID613 5 ID613 1 ID613 3 2 ID613 4 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATE DESCRIPTION N 1/8" = 1'-0" TYPICAL CORRIDOR PLAN ID410 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020 PERMIT SET 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET BACKGROUNDS CHANGED PER ARCH. CHANGES 1 OS OS OS SD SD SD SD SDSD OS SD ALIGN ALIGN ALIGN ALIGN ALIGN OS PS SD SEE ARCH DRAWINGS SEE ARCH DRAWINGS SOUTH CORRIDOR 240 ELEVATOR LOBBY 238 NORTH CORRIDOR 239 SEE ARCH DRAWINGS ACLC SEE ID600s FOR WALL/FLOORING ALIGNMENTS, TYP. IN THESE ACCENT AREAS 8'-0" EQ EQ EQ EQ AWC AWC AWC AWC CLC CLC CLC CLC CLC CLC CLC CLC AWC AWCAWCAWC CLC CLC 8'-0" EQ EQ EQ EQ 8'-0" 8'-0" EQ EQ EQ EQ EQ EQ AWC_B AWC_BEQ EQ EQ EQ AWC_B AWC AWC 10" EQ EQ 2'-0" CLC EQ EQ 2'-0" 2'-0" EQEQ 2'-0" 15'-0" 11'-0" EQ EQ MUD-IN ACCESS PANEL (KEEP TIGHT TO WALL AND ALIGN, PAINT TO MATCH ADJACENT FINISH) - SEE MECH. DWGS FOR ADDITIONAL REQUIREMENTS EQ2EQ2 WC-21 1. FOR OFFSETS OF SHAFT RISERS, PROVIDE CONTINUOUS 2HR RATED GWB ENCLOSURES ON ALL SIDES, FOR LOCATION SEE MECHANICAL DWGS. 2. ALL CONDUIT FOR CEILING MOUNTED FIXTURES OR DEVICES IN AREAS WITH EXPOSED CONCRETE CEILINGS SHALL BE CAST IN CONCRETE SLAB FOR CONCEALMENT. CONDUIT FOR FLOOR MOUNTED POWER, PHONE AND DATA RECEPTACLES SHALL BE CAST IN SLAB AS REQ'D. 3. PROVIDE CONTROL JOINTS IN SUSPENDED GYPSUM BOARD CEILING AS SHOWN AND/OR AS REQ'D BY CEILING CONSTRUCTION. LOCATIONS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. ALIGN WALL & CEILING CONTROL JOINTS WHERE POSSIBLE. 4. CONTRACTOR SHALL PROVIDE ACCESS PANELS IN SUSPENDED GYP BOARD CEILING AS SHOWN ON ARCH & MEP DRAWINGS AND/OR AS REQ'D TO SERVICE MEP/FP SYSTEMS & EQUIPMENT. LOCATIONS NOT SHOWN ON ARCH OR MEP DRAWINGS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. 5. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS, ETC. FOR ALL CEILING MOUNTED ACCESS PANELS, CEILING TRIM, LIGHT FIXTURES, WINDOW TREATMENTS & OTHER EQUIPMENT OR DEVICES AS REQ'D. 6. REFER TO ARCH. DRAWINGS FOR LIGHT FIXTURES LOCATIONS. 7. REFER TO MECH. DRAWINGS FOR LOCATION & SIZE OF HVAC DUCTS & DIFFUSERS. 8. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPE, SWITCHING & LAMPING. 9. REFER TO INTERIOR DRAWINGS FOR ADD'L CEILING FINISH INFORMATION 10. INSTALL ALL INSULATION PER MANUFACTURER'S INSTRUCTIONS. CONTRACTOR TO HAVE INSTRUCTIONS AVAILABLE FOR INSPECTION. 11. SPRINKLERS TO BE ORTHOGONALLY ALIGNED WITH AND EQUALLY SPACED BETWEEN OTHER BUILDING ELEMENTS (I.E. LIGHTS, DIFFUSERS, DOORWAYS, CEILINGS, BULKHEADS) AND EVENLY SPACED AND ALIGNED WITH EACH OTHER. CONFIRM ALL LOCATIONS W/ ARCHITECT PRIOR TO INSTALLATION. RECESSED LIGHT FIXTURE COVE LIGHT / ART WALL WASH (ACLC) - V.I.F. RECESSED STRIP LIGHT W/ LENS, FACING SIDE (CLC) - V.I.F. SURFACE MOUNT DOWNLIGHT WALL SCONCE SPEAKER - SEE AV DWGS FOR TYPES (FINISH TO MATCH ADJACENT CLG. OR WALL, U.N.O.) SPEAKER/STROBE - SEE ELEC. DWGS OCCUPANCY SENSOR SEE ELEC. DWGS PHOTO SENSOR - SEE ELEC. DWGS EXIT SIGN - SEE ELEC. DWGS SMOKE DETECTOR - SEE ELEC. DWGS CENTERLINE RETURN - SEE MECH. DWGS EXHAUST/SUPPLY - SEE MECH. DWGS PS OS SD RCP LEGEND RCP GRAPHIC KEY RCP GENERAL NOTES EXPOSED CONCRETE CEILING SLAB 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-4 1/2" AFF 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-0" AFF SURFACE MOUNT DOWNLIGHT, WET LOCATION PENDANT 1/2" GYPSUM BOARD CEILING, PTD. (U.N.O.); HT 7'-10" AFF ELEC. PANEL - SEE ELEC. DWGS TELECOM PANEL - SEE ELEC. DWGS INTERCOM - SEE ELEC. DWGS ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATE DESCRIPTION N 1/4" = 1'-0" TYP. CORRIDOR ENLARGED RCP CORE ID411_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT ADJUSTED PER ARCH. BACKGROUND CHANGES. ACCESS PANELS, SMOKE DETECTORS, OCCUPANCY SENSORS ADDED FOR CLARIFICATION. 1 BACKGROUNDS CHANGED PER ARCH. CHANGES 1 1 1 12.23.2020 PERMIT SET 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET 1 ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN SEE ARCH DRAWINGS SEE ARCH DRAWINGS SOUTH CORRIDOR 240 ELEVATOR LOBBY 238 NORTH CORRIDOR 239 SEE ARCH DRAWINGS WP 8'-0" 8'-0" 8'-0" SEE ID600s FOR WALL/CLG. ALIGNMENTS, TYP. IN THESE ACCENT AREAS EQ EQ EQ EQ ID412_F 2 TYP. EXTEND CARPET TILES TO TRANSITON STRIP, WHERE REQUIRED, TYP. TYP. TYP. TYP. TYP. WP WP WP WP FULL CARPET TILE, SEE TYP. DETAIL 2/ID412_F FOR ADDITIONAL INFO SEE ID420_F FOR MORE INFORMATION FULL CARPET TILE, SEE TYP. DETAIL 2/ID412_F FOR ADDITIONAL INFO WP SEE ID416_F FOR MORE INFORMATION FULL CARPET TILE, SEE TYP. DETAIL 2/ID412_F FOR ADDITIONAL INFO 1. SEE INTERIOR ELEVATIONS AND DETAILS FOR ADDITIONAL INFORMATION. 2. ALL TRANSITION STRIPS UNDER DOORS TO BE LOCATED CENTERED ON DOOR LEAVES AND EXTEND FULL WIDTH. 3. ALL FLOOR TRANSITIONS TO COMPLY WITH ADA AND FAIR HOUSING REQUIREMENTS. 4. COORDINATE W/ ARCHITECTURAL DOOR SCHEDULE AND INTERIOR FINISH SCHEDULES. FINISH FLOOR LEGEND GENERAL NOTES CARPET TILE; CPT-20 SEE FINISH SCHEDULE CARPET TILE; CPT-21 SEE FINISH SCHEDULE WP WORK POINT, START HERE THRESHOLD (ABSOLUTE BLACK GRANITE, MATTE) SEE ARCH. UNIT. FINISH SCHEDULE 8'-0" TYP. FULL SIZE TYP. FULL SIZE 1'-0"1'-0"1'-0"1'-0"1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" TYP. FULL SIZE TYP. FULL SIZE TYP. TYP. TYP. TYP. WP WP WP ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATE DESCRIPTION N As indicated TYP. CORR. ENLARGED FINISH PLAN CORE ID412_F Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/2" = 1'-0" 2 TYP. CARPET PATTERN BACKGROUNDS CHANGED PER ARCH. CHANGES. GENERAL NOTES ADDED FOR CLARIFICATION. 1 12.23.2020 PERMIT SET 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET SD OS OS OS SD SD SD SD ALIGN ALIGN ALIGN OS PS SD SEE ARCH DRAWINGS SEE ARCH DRAWINGS SEE ARCH DRAWINGS SOUTH CORRIDOR 240 SEE ID600s FOR WALL/FLOORING ALIGNMENTS, TYP. IN THESE ACCENT AREAS AWC AWC AWC AWC AWC AWC AWC AWC AWC AWC AWC AWC 10" EQEQ 8'-0" CLC CLC CLC CLC AWC_B 3'-0" EQEQ 2'-0"6'-0" 15'-0" 15'-0" 15'-0"15'-0" 15' -0" TO NEXT FIXTURE EQ EQ 15'-0" EQEQ MUD-IN ACCESS PANEL (KEEP TIGHT TO WALL AND ALIGN, PAINT TO MATCH ADJACENT FINISH) -SEE MECH. DWGS FOR ADDITIONAL REQUIREMENTS 2'-0" 9 3/4" MIN. EQ EQ EQEQ WALL MOUNTED EXIT SIGN 1. FOR OFFSETS OF SHAFT RISERS, PROVIDE CONTINUOUS 2HR RATED GWB ENCLOSURES ON ALL SIDES, FOR LOCATION SEE MECHANICAL DWGS. 2. ALL CONDUIT FOR CEILING MOUNTED FIXTURES OR DEVICES IN AREAS WITH EXPOSED CONCRETE CEILINGS SHALL BE CAST IN CONCRETE SLAB FOR CONCEALMENT. CONDUIT FOR FLOOR MOUNTED POWER, PHONE AND DATA RECEPTACLES SHALL BE CAST IN SLAB AS REQ'D. 3. PROVIDE CONTROL JOINTS IN SUSPENDED GYPSUM BOARD CEILING AS SHOWN AND/OR AS REQ'D BY CEILING CONSTRUCTION. LOCATIONS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. ALIGN WALL & CEILING CONTROL JOINTS WHERE POSSIBLE. 4. CONTRACTOR SHALL PROVIDE ACCESS PANELS IN SUSPENDED GYP BOARD CEILING AS SHOWN ON ARCH & MEP DRAWINGS AND/OR AS REQ'D TO SERVICE MEP/FP SYSTEMS & EQUIPMENT. LOCATIONS NOT SHOWN ON ARCH OR MEP DRAWINGS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. 5. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS, ETC. FOR ALL CEILING MOUNTED ACCESS PANELS, CEILING TRIM, LIGHT FIXTURES, WINDOW TREATMENTS & OTHER EQUIPMENT OR DEVICES AS REQ'D. 6. REFER TO ARCH. DRAWINGS FOR LIGHT FIXTURES LOCATIONS. 7. REFER TO MECH. DRAWINGS FOR LOCATION & SIZE OF HVAC DUCTS & DIFFUSERS. 8. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPE, SWITCHING & LAMPING. 9. REFER TO INTERIOR DRAWINGS FOR ADD'L CEILING FINISH INFORMATION 10. INSTALL ALL INSULATION PER MANUFACTURER'S INSTRUCTIONS. CONTRACTOR TO HAVE INSTRUCTIONS AVAILABLE FOR INSPECTION. 11. SPRINKLERS TO BE ORTHOGONALLY ALIGNED WITH AND EQUALLY SPACED BETWEEN OTHER BUILDING ELEMENTS (I.E. LIGHTS, DIFFUSERS, DOORWAYS, CEILINGS, BULKHEADS) AND EVENLY SPACED AND ALIGNED WITH EACH OTHER. CONFIRM ALL LOCATIONS W/ ARCHITECT PRIOR TO INSTALLATION. RECESSED LIGHT FIXTURE COVE LIGHT / ART WALL WASH (ACLC) -V.I.F. RECESSED STRIP LIGHT W/ LENS, FACING SIDE (CLC) -V.I.F. SURFACE MOUNT DOWNLIGHT WALL SCONCE SPEAKER -SEE AV DWGS FOR TYPES (FINISH TO MATCH ADJACENT CLG. OR WALL, U.N.O.) SPEAKER/STROBE -SEE ELEC. DWGS OCCUPANCY SENSOR SEE ELEC. DWGS PHOTO SENSOR -SEE ELEC. DWGS EXIT SIGN -SEE ELEC. DWGS SMOKE DETECTOR -SEE ELEC. DWGS CENTERLINE RETURN -SEE MECH. DWGS EXHAUST/SUPPLY -SEE MECH. DWGS PS OS SD RCP LEGEND RCP GRAPHIC KEY RCP GENERAL NOTES EXPOSED CONCRETE CEILING SLAB 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-4 1/2" AFF 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-0" AFF SURFACE MOUNT DOWNLIGHT, WET LOCATION PENDANT 1/2" GYPSUM BOARD CEILING, PTD. (U.N.O.); HT 7'-10" AFF ELEC. PANEL -SEE ELEC. DWGS TELECOM PANEL -SEE ELEC. DWGS INTERCOM -SEE ELEC. DWGS ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" TYP. CORRIDOR ENLARGED RCP EAST ID413_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET ADJUSTED PER ARCH. BACKGROUND CHANGES. ACCESS PANELS, SMOKE DETECTORS, OCCUPANCY SENSORS ADDED FOR CLARIFICATION. 1 1 1 1 ALIGN ALIGN ALIGN SEE ARCH DRAWINGS SEE ARCH DRAWINGS SEE ARCH DRAWINGS SOUTH CORRIDOR 240 8'-0" 8'-0" SEE ID600s FOR WALL/CLG. ALIGNMENTS, TYP. IN THESE ACCENT AREAS TYP. TYP. TYP. WP WP WP FULL CARPET TILE, SEE TYP. DETAIL 2/ID412_F FOR ADDITIONAL INFO WP FULL CARPET TILE, SEE TYP. DETAIL 2/ID412_F FOR ADDITIONAL INFO 1. SEE INTERIOR ELEVATIONS AND DETAILS FOR ADDITIONAL INFORMATION. 2. ALL TRANSITION STRIPS UNDER DOORS TO BE LOCATED CENTERED ON DOOR LEAVES AND EXTEND FULL WIDTH. 3. ALL FLOOR TRANSITIONS TO COMPLY WITH ADA AND FAIR HOUSING REQUIREMENTS. 4. COORDINATE W/ ARCHITECTURAL DOOR SCHEDULE AND INTERIOR FINISH SCHEDULES. FINISH FLOOR LEGEND GENERAL NOTES CARPET TILE; CPT-20 SEE FINISH SCHEDULE CARPET TILE; CPT-21 SEE FINISH SCHEDULE WP WORK POINT, START HERE THRESHOLD (ABSOLUTE BLACK GRANITE, MATTE) SEE ARCH. UNIT. FINISH SCHEDULE ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATE DESCRIPTION N 1/4" = 1'-0" TYP. CORR. ENLARGED FINISH PLAN EAST ID414_F Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020 PERMIT SET 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET BACKGROUNDS CHANGED PER ARCH. CHANGES. GENERAL NOTES ADDED FOR CLARIFICATION. 1 OSSD OS SD SD SD OS ALIGNALIGN OS PS SD SEE ARCH DRAWINGS SEE ARCH DRAWINGS SOUTH CORRIDOR 240 AWC AWC AWC AWCAWC CLCCLC AWCAWC AWCAWC AWC AWC AWC CLC CLC 8'-0" EQEQ EQ EQ AWC_B EQEQEQEQ 15'-0"30'-0"15'-0"15'-0" 11'-0"11'-0" EQEQ 1. FOR OFFSETS OF SHAFT RISERS, PROVIDE CONTINUOUS 2HR RATED GWB ENCLOSURES ON ALL SIDES, FOR LOCATION SEE MECHANICAL DWGS. 2. ALL CONDUIT FOR CEILING MOUNTED FIXTURES OR DEVICES IN AREAS WITH EXPOSED CONCRETE CEILINGS SHALL BE CAST IN CONCRETE SLAB FOR CONCEALMENT. CONDUIT FOR FLOOR MOUNTED POWER, PHONE AND DATA RECEPTACLES SHALL BE CAST IN SLAB AS REQ'D. 3. PROVIDE CONTROL JOINTS IN SUSPENDED GYPSUM BOARD CEILING AS SHOWN AND/OR AS REQ'D BY CEILING CONSTRUCTION. LOCATIONS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. ALIGN WALL & CEILING CONTROL JOINTS WHERE POSSIBLE. 4. CONTRACTOR SHALL PROVIDE ACCESS PANELS IN SUSPENDED GYP BOARD CEILING AS SHOWN ON ARCH & MEP DRAWINGS AND/OR AS REQ'D TO SERVICE MEP/FP SYSTEMS & EQUIPMENT. LOCATIONS NOT SHOWN ON ARCH OR MEP DRAWINGS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. 5. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS, ETC. FOR ALL CEILING MOUNTED ACCESS PANELS, CEILING TRIM, LIGHT FIXTURES, WINDOW TREATMENTS & OTHER EQUIPMENT OR DEVICES AS REQ'D. 6. REFER TO ARCH. DRAWINGS FOR LIGHT FIXTURES LOCATIONS. 7. REFER TO MECH. DRAWINGS FOR LOCATION & SIZE OF HVAC DUCTS & DIFFUSERS. 8. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPE, SWITCHING & LAMPING. 9. REFER TO INTERIOR DRAWINGS FOR ADD'L CEILING FINISH INFORMATION 10. INSTALL ALL INSULATION PER MANUFACTURER'S INSTRUCTIONS. CONTRACTOR TO HAVE INSTRUCTIONS AVAILABLE FOR INSPECTION. 11. SPRINKLERS TO BE ORTHOGONALLY ALIGNED WITH AND EQUALLY SPACED BETWEEN OTHER BUILDING ELEMENTS (I.E. LIGHTS, DIFFUSERS, DOORWAYS, CEILINGS, BULKHEADS) AND EVENLY SPACED AND ALIGNED WITH EACH OTHER. CONFIRM ALL LOCATIONS W/ ARCHITECT PRIOR TO INSTALLATION. RECESSED LIGHT FIXTURE COVE LIGHT / ART WALL WASH (ACLC) -V.I.F. RECESSED STRIP LIGHT W/ LENS, FACING SIDE (CLC) -V.I.F. SURFACE MOUNT DOWNLIGHT WALL SCONCE SPEAKER -SEE AV DWGS FOR TYPES (FINISH TO MATCH ADJACENT CLG. OR WALL, U.N.O.) SPEAKER/STROBE -SEE ELEC. DWGS OCCUPANCY SENSOR SEE ELEC. DWGS PHOTO SENSOR -SEE ELEC. DWGS EXIT SIGN -SEE ELEC. DWGS SMOKE DETECTOR -SEE ELEC. DWGS CENTERLINE RETURN -SEE MECH. DWGS EXHAUST/SUPPLY -SEE MECH. DWGS PS OS SD RCP LEGEND RCP GRAPHIC KEY RCP GENERAL NOTES EXPOSED CONCRETE CEILING SLAB 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-4 1/2" AFF 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-0" AFF SURFACE MOUNT DOWNLIGHT, WET LOCATION PENDANT 1/2" GYPSUM BOARD CEILING, PTD. (U.N.O.); HT 7'-10" AFF ELEC. PANEL -SEE ELEC. DWGS TELECOM PANEL -SEE ELEC. DWGS INTERCOM -SEE ELEC. DWGS ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" TYP. CORRIDOR ENLARGED RCP SOUTH ID415_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT SEE ID600s FOR WALL/FLOORING ALIGNMENTS, TYP. IN THESE ACCENT AREAS 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET MUD-IN ACCESS PANEL (KEEP TIGHT TO WALL AND ALIGN, PAINT TO MATCH ADJACENT FINISH) -SEE MECH. DWGS FOR ADDITIONAL REQUIREMENTS ADJUSTED PER ARCH. BACKGROUND CHANGES. ACCESS PANELS, SMOKE DETECTORS, OCCUPANCY SENSORS ADDED FOR CLARIFICATION. 1 1 1 ALIGN ALIGN ALIGN SEE ARCH DRAWINGS SEE ARCH DRAWINGS SOUTH CORRIDOR 2408'-0" SEE ID600s FOR WALL/CLG. ALIGNMENTS, TYP. IN THESE ACCENT AREAS EQ EQ TYP.TYP. WP WP WP FULL CARPET TILE, SEE TYP. DETAIL 2/ID412_F FOR ADDITIONAL INFO 1. SEE INTERIOR ELEVATIONS AND DETAILS FOR ADDITIONAL INFORMATION. 2. ALL TRANSITION STRIPS UNDER DOORS TO BE LOCATED CENTERED ON DOOR LEAVES AND EXTEND FULL WIDTH. 3. ALL FLOOR TRANSITIONS TO COMPLY WITH ADA AND FAIR HOUSING REQUIREMENTS. 4. COORDINATE W/ ARCHITECTURAL DOOR SCHEDULE AND INTERIOR FINISH SCHEDULES. FINISH FLOOR LEGEND GENERAL NOTES CARPET TILE; CPT-20 SEE FINISH SCHEDULE CARPET TILE; CPT-21 SEE FINISH SCHEDULE WP WORK POINT, START HERE THRESHOLD (ABSOLUTE BLACK GRANITE, MATTE) SEE ARCH. UNIT. FINISH SCHEDULE ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATE DESCRIPTION N 1/4" = 1'-0" TYP. CORR. ENLARGED FINISH PLAN SOUTH ID416_F Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020 PERMIT SET 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET BACKGROUNDS CHANGED PER ARCH. CHANGES. GENERAL NOTES ADDED FOR CLARIFICATION. 1 SDSD OS OS PS SD SEE ARCH DRAWINGS SEE ARCH DRAWINGS SEE ARCH DRAWINGS SOUTH CORRIDOR 240 SEE ID600s FOR WALL/FLOORING ALIGNMENTS, TYP. IN THESE ACCENT AREAS AWC AWCAWC AWC AWCAWC AWCAWC 8'-0" CLC CLC AWC_B 4'-0" EQEQ EQ EQ 2'-0"2'-0" EQEQ EQ EQ MUD-IN ACCESS PANEL (KEEP TIGHT TO WALL AND ALIGN, PAINT TO MATCH ADJACENT FINISH) -SEE MECH. DWGS FOR ADDITIONAL REQUIREMENTS 9 3/4" MIN. 1. FOR OFFSETS OF SHAFT RISERS, PROVIDE CONTINUOUS 2HR RATED GWB ENCLOSURES ON ALL SIDES, FOR LOCATION SEE MECHANICAL DWGS. 2. ALL CONDUIT FOR CEILING MOUNTED FIXTURES OR DEVICES IN AREAS WITH EXPOSED CONCRETE CEILINGS SHALL BE CAST IN CONCRETE SLAB FOR CONCEALMENT. CONDUIT FOR FLOOR MOUNTED POWER, PHONE AND DATA RECEPTACLES SHALL BE CAST IN SLAB AS REQ'D. 3. PROVIDE CONTROL JOINTS IN SUSPENDED GYPSUM BOARD CEILING AS SHOWN AND/OR AS REQ'D BY CEILING CONSTRUCTION. LOCATIONS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. ALIGN WALL & CEILING CONTROL JOINTS WHERE POSSIBLE. 4. CONTRACTOR SHALL PROVIDE ACCESS PANELS IN SUSPENDED GYP BOARD CEILING AS SHOWN ON ARCH & MEP DRAWINGS AND/OR AS REQ'D TO SERVICE MEP/FP SYSTEMS & EQUIPMENT. LOCATIONS NOT SHOWN ON ARCH OR MEP DRAWINGS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. 5. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS, ETC. FOR ALL CEILING MOUNTED ACCESS PANELS, CEILING TRIM, LIGHT FIXTURES, WINDOW TREATMENTS & OTHER EQUIPMENT OR DEVICES AS REQ'D. 6. REFER TO ARCH. DRAWINGS FOR LIGHT FIXTURES LOCATIONS. 7. REFER TO MECH. DRAWINGS FOR LOCATION & SIZE OF HVAC DUCTS & DIFFUSERS. 8. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPE, SWITCHING & LAMPING. 9. REFER TO INTERIOR DRAWINGS FOR ADD'L CEILING FINISH INFORMATION 10. INSTALL ALL INSULATION PER MANUFACTURER'S INSTRUCTIONS. CONTRACTOR TO HAVE INSTRUCTIONS AVAILABLE FOR INSPECTION. 11. SPRINKLERS TO BE ORTHOGONALLY ALIGNED WITH AND EQUALLY SPACED BETWEEN OTHER BUILDING ELEMENTS (I.E. LIGHTS, DIFFUSERS, DOORWAYS, CEILINGS, BULKHEADS) AND EVENLY SPACED AND ALIGNED WITH EACH OTHER. CONFIRM ALL LOCATIONS W/ ARCHITECT PRIOR TO INSTALLATION. RECESSED LIGHT FIXTURE COVE LIGHT / ART WALL WASH (ACLC) -V.I.F. RECESSED STRIP LIGHT W/ LENS, FACING SIDE (CLC) -V.I.F. SURFACE MOUNT DOWNLIGHT WALL SCONCE SPEAKER -SEE AV DWGS FOR TYPES (FINISH TO MATCH ADJACENT CLG. OR WALL, U.N.O.) SPEAKER/STROBE -SEE ELEC. DWGS OCCUPANCY SENSOR SEE ELEC. DWGS PHOTO SENSOR -SEE ELEC. DWGS EXIT SIGN -SEE ELEC. DWGS SMOKE DETECTOR -SEE ELEC. DWGS CENTERLINE RETURN -SEE MECH. DWGS EXHAUST/SUPPLY -SEE MECH. DWGS PS OS SD RCP LEGEND RCP GRAPHIC KEY RCP GENERAL NOTES EXPOSED CONCRETE CEILING SLAB 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-4 1/2" AFF 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-0" AFF SURFACE MOUNT DOWNLIGHT, WET LOCATION PENDANT 1/2" GYPSUM BOARD CEILING, PTD. (U.N.O.); HT 7'-10" AFF ELEC. PANEL -SEE ELEC. DWGS TELECOM PANEL -SEE ELEC. DWGS INTERCOM -SEE ELEC. DWGS ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" TYP. CORRIDOR ENLARGED RCP WEST ID417_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET ADJUSTED PER ARCH. BACKGROUND CHANGES. ACCESS PANELS, SMOKE DETECTORS, OCCUPANCY SENSORS ADDED FOR CLARIFICATION. 1 1 1 ALIGN SEE ARCH DRAWINGS SEE ARCH DRAWINGS SEE ARCH DRAWINGS SOUTH CORRIDOR 240 8'-0" SEE ID600s FOR WALL/CLG. ALIGNMENTS, TYP. IN THESE ACCENT AREAS EQEQ TYP. WPWP FULL CARPET TILE, SEE TYP. DETAIL 2/ID412_F FOR ADDITIONAL INFO WP 1. SEE INTERIOR ELEVATIONS AND DETAILS FOR ADDITIONAL INFORMATION. 2. ALL TRANSITION STRIPS UNDER DOORS TO BE LOCATED CENTERED ON DOOR LEAVES AND EXTEND FULL WIDTH. 3. ALL FLOOR TRANSITIONS TO COMPLY WITH ADA AND FAIR HOUSING REQUIREMENTS. 4. COORDINATE W/ ARCHITECTURAL DOOR SCHEDULE AND INTERIOR FINISH SCHEDULES. FINISH FLOOR LEGEND GENERAL NOTES CARPET TILE; CPT-20 SEE FINISH SCHEDULE CARPET TILE; CPT-21 SEE FINISH SCHEDULE WPWORK POINT, START HERE THRESHOLD (ABSOLUTE BLACK GRANITE, MATTE) SEE ARCH. UNIT. FINISH SCHEDULE ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" TYP. CORR. ENLARGED FINISH PLAN WEST ID418_F Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET BACKGROUNDS CHANGED PER ARCH. CHANGES. GENERAL NOTES ADDED FOR CLARIFICATION. 1 OS SD SD SD ALIGN ALIGN OS PS SD NORTH CORRIDOR 239 SEE ARCH DRAWINGS SEE ARCH DRAWINGS SEE ARCH DRAWINGS SEE ID600s FOR WALL/FLOORING ALIGNMENTS, TYP. IN THESE ACCENT AREAS AWC AWC AWC AWC CLC CLC CLC CLC AWC 8'-0"8'-0" AWC_B EQEQ AWC_B 10" 15'-0"15'-0" 5'-6" 2'-0" EQ2EQ2 MUD-IN ACCESS PANEL (KEEP TIGHT TO WALL AND ALIGN, PAINT TO MATCH ADJACENT FINISH) -SEE MECH. DWGS FOR ADDITIONAL REQUIREMENTS EQEQ EQ EQ 9 3/4" MIN. 1. FOR OFFSETS OF SHAFT RISERS, PROVIDE CONTINUOUS 2HR RATED GWB ENCLOSURES ON ALL SIDES, FOR LOCATION SEE MECHANICAL DWGS. 2. ALL CONDUIT FOR CEILING MOUNTED FIXTURES OR DEVICES IN AREAS WITH EXPOSED CONCRETE CEILINGS SHALL BE CAST IN CONCRETE SLAB FOR CONCEALMENT. CONDUIT FOR FLOOR MOUNTED POWER, PHONE AND DATA RECEPTACLES SHALL BE CAST IN SLAB AS REQ'D. 3. PROVIDE CONTROL JOINTS IN SUSPENDED GYPSUM BOARD CEILING AS SHOWN AND/OR AS REQ'D BY CEILING CONSTRUCTION. LOCATIONS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. ALIGN WALL & CEILING CONTROL JOINTS WHERE POSSIBLE. 4. CONTRACTOR SHALL PROVIDE ACCESS PANELS IN SUSPENDED GYP BOARD CEILING AS SHOWN ON ARCH & MEP DRAWINGS AND/OR AS REQ'D TO SERVICE MEP/FP SYSTEMS & EQUIPMENT. LOCATIONS NOT SHOWN ON ARCH OR MEP DRAWINGS SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT & OWNER PRIOR TO INSTALLATION. 5. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS, ETC. FOR ALL CEILING MOUNTED ACCESS PANELS, CEILING TRIM, LIGHT FIXTURES, WINDOW TREATMENTS & OTHER EQUIPMENT OR DEVICES AS REQ'D. 6. REFER TO ARCH. DRAWINGS FOR LIGHT FIXTURES LOCATIONS. 7. REFER TO MECH. DRAWINGS FOR LOCATION & SIZE OF HVAC DUCTS & DIFFUSERS. 8. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPE, SWITCHING & LAMPING. 9. REFER TO INTERIOR DRAWINGS FOR ADD'L CEILING FINISH INFORMATION 10. INSTALL ALL INSULATION PER MANUFACTURER'S INSTRUCTIONS. CONTRACTOR TO HAVE INSTRUCTIONS AVAILABLE FOR INSPECTION. 11. SPRINKLERS TO BE ORTHOGONALLY ALIGNED WITH AND EQUALLY SPACED BETWEEN OTHER BUILDING ELEMENTS (I.E. LIGHTS, DIFFUSERS, DOORWAYS, CEILINGS, BULKHEADS) AND EVENLY SPACED AND ALIGNED WITH EACH OTHER. CONFIRM ALL LOCATIONS W/ ARCHITECT PRIOR TO INSTALLATION. RECESSED LIGHT FIXTURE COVE LIGHT / ART WALL WASH (ACLC) -V.I.F. RECESSED STRIP LIGHT W/ LENS, FACING SIDE (CLC) -V.I.F. SURFACE MOUNT DOWNLIGHT WALL SCONCE SPEAKER -SEE AV DWGS FOR TYPES (FINISH TO MATCH ADJACENT CLG. OR WALL, U.N.O.) SPEAKER/STROBE -SEE ELEC. DWGS OCCUPANCY SENSOR SEE ELEC. DWGS PHOTO SENSOR -SEE ELEC. DWGS EXIT SIGN -SEE ELEC. DWGS SMOKE DETECTOR -SEE ELEC. DWGS CENTERLINE RETURN -SEE MECH. DWGS EXHAUST/SUPPLY -SEE MECH. DWGS PS OS SD RCP LEGEND RCP GRAPHIC KEY RCP GENERAL NOTES EXPOSED CONCRETE CEILING SLAB 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-4 1/2" AFF 5/8" GYPSUM BOARD CEILING, PTD; HT 8'-0" AFF SURFACE MOUNT DOWNLIGHT, WET LOCATION PENDANT 1/2" GYPSUM BOARD CEILING, PTD. (U.N.O.); HT 7'-10" AFF ELEC. PANEL -SEE ELEC. DWGS TELECOM PANEL -SEE ELEC. DWGS INTERCOM -SEE ELEC. DWGS ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" TYP. CORRIDOR ENLARGED RCP NORTH ID419_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET ADJUSTED PER ARCH. BACKGROUND CHANGES. ACCESS PANELS, SMOKE DETECTORS, OCCUPANCY SENSORS ADDED FOR CLARIFICATION. 1 1 1 ALIGN ALIGN NORTH CORRIDOR 239 NORTH CORRIDOR 239 SEE ARCH DRAWINGS SEE ARCH DRAWINGS SEE ARCH DRAWINGS 8'-0" 8'-0" SEE ID600s FOR WALL/CLG. ALIGNMENTS, TYP. IN THESE ACCENT AREAS TYP. EQ EQ WP WP FULL CARPET TILE, SEE TYP. DETAIL 2/ID412_F FOR ADDITIONAL INFO WP FULL CARPET TILE, SEE TYP. DETAIL 2/ID412_F FOR ADDITIONAL INFO 1. SEE INTERIOR ELEVATIONS AND DETAILS FOR ADDITIONAL INFORMATION. 2. ALL TRANSITION STRIPS UNDER DOORS TO BE LOCATED CENTERED ON DOOR LEAVES AND EXTEND FULL WIDTH. 3. ALL FLOOR TRANSITIONS TO COMPLY WITH ADA AND FAIR HOUSING REQUIREMENTS. 4. COORDINATE W/ ARCHITECTURAL DOOR SCHEDULE AND INTERIOR FINISH SCHEDULES. FINISH FLOOR LEGEND GENERAL NOTES CARPET TILE; CPT-20 SEE FINISH SCHEDULE CARPET TILE; CPT-21 SEE FINISH SCHEDULE WPWORK POINT, START HERE THRESHOLD (ABSOLUTE BLACK GRANITE, MATTE) SEE ARCH. UNIT. FINISH SCHEDULE ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION N 1/4" = 1'-0" TYP. CORR. ENLARGED FINISH PLAN NORTH ID420_F Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET BACKGROUNDS CHANGED PER ARCH. CHANGES. GENERAL NOTES ADDED FOR CLARIFICATION. 1 ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN GENERAL NOTES 1. SEE INTERIOR DETAILS ID700s AND FINISH SCHEDULES ID800s FOR ADDITIONAL INFORMATION. 2. ALL TV DIMENSIONS AND LOCATIONS SHOWN HAVE TO BE VERIFIED/CONFIRMED BY OWNER. CONFIRM FINAL LOCATIONS W/ INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. 3. ALL LOCATIONS AND FINISHES WHERE THERE IS AN OPTION FOR WALL DEVICES EXPOSED TO VIEW IN AMENITY SPACES CURRENTLY NOT SHOWN IN THE ID600 SERIES (SUCH AS SENSORS, CONCEALED SPRINKLER HEADS, THERMOSTATS, CONTROL PANELS, CONTROLS, DOOR ACCESS CONTROL, ACCESS PANELS, ETC.) TO BE CONFIRMED W/ INTERIOR DESIGNER PRIOR & OWNER TO INSTALLATION. 4. ANY VARIATION OF WHAT IS SHOWN IN THESE ELEVATION VIOLATING CODE REQUIREMENTS TO BE DISCUSSED W/ INTERIOR DESIGNER PRIOR TO RELOCATION. 5. CENTERLINES OF WALL DEVICES IN THE SAME AREA/ ON THE SAME ELEVATION SHALL ALIGN IN VERTICAL AND HORIZONTAL DIRECTION AS SHOWN. 6. ALL WALL SPRINKLER HEADS IN AMENITY SPACES TO BE CONCEALED. CONFIRM ALL LOCATIONS AND FINISHES W/ INTERIOR DESIGNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 7. ALL WALL SLOT DIFFUSER IN AMENITY SPACES TO BE MUD-IN TYPE UNLESS NOTED OTHERWISE. COORDINATE LENGTHS AND LOCATIONS AS INDICATED IN THESE ELEVATIONS. VERIFY LENGTHS IN FIELD TO MEET DESIGN INTENT PRIOR TO INSTALLATION. 8. ALIGN WALL & CEILING CONTROL JOINTS, TYPICAL. LOCATIONS SHALL BE REVIEWED AND ACCEPTED BY INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. 9. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS, ETC. FOR ALL WALL MOUNTED ACCESS PANELS, LIGHT FIXTURES & OTHER EQUIPMENT OR DEVICES AS REQ'D. 10. REFER TO ID DRAWINGS FOR LIGHT FIXTURE LOCATIONS. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPE, SWITCHING & LAMPING. ANY POSSIBLE DISCREPANCIES W/ ID DWGS TO BE COORDINATED AND CONFIRMED W/ INTERIOR DESIGNER PRIOR TO INSTALLATION. 11. FOR ALL PENDANTS IN AMENITY SPACES, CONFIRM FINAL HEIGHTS W/ INTERIOR DESIGNER AND OWNER IN FIELD PRIOR TO INSTALLATION. 12. ALL CAMERA LOCATIONS AND FINISHES TO BE COORDINATED AND CONFIRMED W/ INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 13. ALL AV DEVICE LOCATIONS (INCLUDING SPEAKERS, PER AV DWGS) AND FINISHES TO BE COORDINATED AND CONFIRMED W/ ID & OWNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 14. ANY REMOVABLE FURNITURE SHOWN IS PART OF FF&E, UNLESS NOTED OTHERWISE. WM-10 INTERIOR STOREFRONT, 2" WIDE PROFILE, MATTE BLACK FINISH PT-30 TYP. 8'-0" GENERAL NOTE: CONFIRM RECESSED LOCATIONS AND FINISHES OF ALL EQUIPMENT/DEVICES ON THIS WALL W/ ID&ARCH. PRIOR TO INSTALLATION. NOTE 48" IS MAX HEIGHT TO ANY OPERABLE PARTS/CONTROLS. RA SEE ELEC. DWGS RECESSED, FIELD PAINTED TO MATCH PT-18 PT-18 PT-30 WB-10 TYP. TYP. TYP. SCHEDULED RECEPTACLE RE: ELEC. DWGS; MATTE BLACK FINISH ECP REMOTE ANNUNCIATOR PANEL: SEE ELEC. DWGS FINISH TO MATCH PT-18 4'-0" 4" 6" WM-10 PT-30 EXTERIOR STOREFRONT, AS SCHEDULED TYP. PT-18 WB-10 TYP. TYP. WB-10 TYP. WM-10 1'-6 1/2"+/PT-18 INTERIOR STOREFRONT, 2" WIDE PROFILE, MATTE BLACK FINISH PT-30 WB-10 TYP. TYP. TYP. SCHEDULED BASE HEATER: CENTERED ON WALL WIDTH, MATTE BLACK FINISH COORDINATE WINDOW ALIGNMENTS WITH BAY-WINDOWS 6" AP1A AP1B AP1A AL4 ALR1 AL4 AL4 DOOR AS SCHEDULED, PTD., TO MATCH ADJACENT WALL PT-10 PT-12 SG-10 ST-15 RES-10 MTL-11 B-10 PT-18 PT-12 MTL-10 PT-30 PT-30PT-18A ST-10 PUL-11 MTL-16 PT-30 WD-10 PT-18A OPEN T-10 TYP. FOR ALL PENDANTS IN AMENITY SPACES, CONFIRM FINAL HEIGHTS W/ INTERIOR DESIGNER AND OWNER IN FIELD PRIOR TO INSTALLATION. CONTINUOUS MUD-IN SLOT DIFFUSER (FACING THE SIDE) 4" 4" TYPICAL NOTE: USE CONCEALED FASTEN METHOD FOR ENTIRE MILLWORK; SECURILY ATTACHED TO SUBSTRATE. 4" AP1A AP1B IRONWORKS WEST END 1'-2" 3'-2" MAX. 2'-10" ID702 2 WB-10 WB-10 CONTINUES BEYOND CONCIERGE DESK CONTINUES BEYOND CONCIERGE DESK TYP. TYP. TYP. CONTINUOUS TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. CONTINUOUS 2" 8'-0" TYP. 6" ALP2 ALP2 10'-0" PT-10 PT-18A PT-18A PT-30 UP-10 PT-10 PT-10 B-10T-10 PT-30 WD-10 UP-10 ST-15ST-15 B-10 PL-10AL3 AL3 AL3 +/1'-7 1/4"4" 6" WB-10 B-11 TYPICAL NOTE: USE CONCEALED FASTEN METHOD FOR ENTIRE MILLWORK; SECURILY ATTACHED TO SUBSTRATE. 1'-2" EQEQ SCHEDULED RECEPTACLE RE: ELEC. DWGS; MATTE BLACK FINISH SCHEDULED RECEPTACLE RE: ELEC. DWGS; MATTE BLACK FINISH 1'-2" TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. WB-10 TYP. 8'-0" FLUSH SECURED MTL. COVER (CONCEALED FASTEN METHOD), TO MATCH SPECIFIED EXTERIOR MULLION IN FINISH AND COLOR; TYP. IN THESE LOCATIONS WALL MOUNTED FIRE ALARM DEVICE SEE ELEC. DWGS.; FINISH: WHITE 6'-8" EQEQ EQEQ PT-30 PT-10 WT-11 PT-18A T-10 AA1 AA1 WB-10 WB-10 TYP. TYP. TYP. TYP. TYP. TYP. TYP. 6" COFFEE STATION CONFIRM FINAL LOCATION OF OUTLETS BEHIND COFFEE STATION W/ ID & OWNER PRIOR TO INSTALLTION. 1'-3" 3'-2" MAX. 2'-10" AL4 AL4 ALR1 PT-10 ST-10 PUL-11 WT-11 PT-18A WD-10 WB-10 MTL-16 PT-10 WB-10 MEL-10 MITER CORNERS, TYP. PROVIDE LOCK ON EACH CABINET AS PER OWNER ADVICE, SATIN STAINLESS STEEL FINISH, TYP. - CONFIRM FINAL LOCATION W/ INTERIOR DESIGNER/OWNER TOE KICK, MADE OF ALUMINUM, STEEL FINISH CONTINUOUS SCHEDULED RECEPTACLES RE: ELEC. DWGS; FINISH TBD; TYP. 4 1/2" CABINET CABINET TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP.TYP. TYP. TYP. MAX. 2'-10"3'-2"1'-3" PT-10 T-10 ST-10 PUL-11 MTL-16 PT-18A PT-30 WB-10 1'-0" 1'-0" CONTINUOUS LINEAR LIGHT FIXTURE AS SCHEDULED ENTIRE LENGTH (V.I.F.); SECURILY ATTACHED (CONCEALED FASTEN METHOD; PROVIDE END CAPS); ALL WIRES TO BE CONCEALED - SEE RCP TYP. TYP. TYP. TYP. TYP. TYP. TYP. 1 1/2" 1 1/2" EQ EQ CONTINUOUS RECESSED LINEAR LIGHT FIXTURE AS SCHEDULED ENTIRE LENGTH (V.I.F.); SECURILY ATTACHED (CONCEALED FASTEN METHOD; PROVIDE END CAPS); ALL WIRES TO BE CONCEALED - SEE RCP 6" ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATE DESCRIPTION As indicated INTERIOR ELEVATIONS ID600 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/2" = 1'-0" 1 VESTIBULE - LOOKING NORTH 1/2" = 1'-0" 2 VESTIBULE - LOOKING EAST 1/2" = 1'-0" 3 VESTIBULE - LOOKING SOUTH 1/2" = 1'-0" 4 VESTIBULE - LOOKING WEST 1/2" = 1'-0" 5 LOBBY ELEVATION - LOOKING NORTH 1/2" = 1'-0" 8 LOBBY ELEVATION - LOOKING SOUTH 1/2" = 1'-0" 7 LOBBY ELEVATION - LOOKING NORTH 2 1/2" = 1'-0" 9 CAFE STATION ELEVATION - LOOKING WEST 1/2" = 1'-0" 6 CAFE STATION - LOOKING SOUTH 1 1 ADJUSTED PER ARCH. BACKGROUND CHANGES. 1 12.23.2020 PERMIT SET 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET 1 1 1 1 ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN GENERAL NOTES 1. SEE INTERIOR DETAILS ID700s AND FINISH SCHEDULES ID800s FOR ADDITIONAL INFORMATION. 2. ALL TV DIMENSIONS AND LOCATIONS SHOWN HAVE TO BE VERIFIED/CONFIRMED BY OWNER. CONFIRM FINAL LOCATIONS W/ INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. 3. ALL LOCATIONS AND FINISHES WHERE THERE IS AN OPTION FOR WALL DEVICES EXPOSED TO VIEW IN AMENITY SPACES CURRENTLY NOT SHOWN IN THE ID600 SERIES (SUCH AS SENSORS, CONCEALED SPRINKLER HEADS, THERMOSTATS, CONTROL PANELS, CONTROLS, DOOR ACCESS CONTROL, ACCESS PANELS, ETC.) TO BE CONFIRMED W/ INTERIOR DESIGNER PRIOR & OWNER TO INSTALLATION. 4. ANY VARIATION OF WHAT IS SHOWN IN THESE ELEVATION VIOLATING CODE REQUIREMENTS TO BE DISCUSSED W/ INTERIOR DESIGNER PRIOR TO RELOCATION. 5. CENTERLINES OF WALL DEVICES IN THE SAME AREA/ ON THE SAME ELEVATION SHALL ALIGN IN VERTICAL AND HORIZONTAL DIRECTION AS SHOWN. 6. ALL WALL SPRINKLER HEADS IN AMENITY SPACES TO BE CONCEALED. CONFIRM ALL LOCATIONS AND FINISHES W/ INTERIOR DESIGNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 7. ALL WALL SLOT DIFFUSER IN AMENITY SPACES TO BE MUD-IN TYPE UNLESS NOTED OTHERWISE. COORDINATE LENGTHS AND LOCATIONS AS INDICATED IN THESE ELEVATIONS. VERIFY LENGTHS IN FIELD TO MEET DESIGN INTENT PRIOR TO INSTALLATION. 8. ALIGN WALL & CEILING CONTROL JOINTS, TYPICAL. LOCATIONS SHALL BE REVIEWED AND ACCEPTED BY INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. 9. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS, ETC. FOR ALL WALL MOUNTED ACCESS PANELS, LIGHT FIXTURES & OTHER EQUIPMENT OR DEVICES AS REQ'D. 10. REFER TO ID DRAWINGS FOR LIGHT FIXTURE LOCATIONS. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPE, SWITCHING & LAMPING. ANY POSSIBLE DISCREPANCIES W/ ID DWGS TO BE COORDINATED AND CONFIRMED W/ INTERIOR DESIGNER PRIOR TO INSTALLATION. 11. FOR ALL PENDANTS IN AMENITY SPACES, CONFIRM FINAL HEIGHTS W/ INTERIOR DESIGNER AND OWNER IN FIELD PRIOR TO INSTALLATION. 12. ALL CAMERA LOCATIONS AND FINISHES TO BE COORDINATED AND CONFIRMED W/ INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 13. ALL AV DEVICE LOCATIONS (INCLUDING SPEAKERS, PER AV DWGS) AND FINISHES TO BE COORDINATED AND CONFIRMED W/ ID & OWNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 14. ANY REMOVABLE FURNITURE SHOWN IS PART OF FF&E, UNLESS NOTED OTHERWISE. INFO SCREEN DOOR DOOR EQ EQ 3'-6"2'-6" 7'-0" DOOR AS SCHEDULED, PTD., TO MATCH ADJACENT WALL INTERIOR STOREFRONT, 2" WIDE PROFILE, MATTE BLACK FINISH PT-10 PT-10PT-18 PT-10 BR-10 WB-10WB-10 TR-11 WT-12 TR-11 PT-30 PT-30 THIS WALL TO HOUSE TRANSIT SCREEN AS SCHEDULED (CONFIRM W/ OWNER). PROVIDE ADEQUATE BLOCKING TO SUPPORT. COORDINATE LOCATION OF SUPPLY DUPLEX ELECTRICAL OUTLET AND DATA - NOT EXPOSED TO VIEW, TYP. - ANY CONTROLS AT 4' MAX. HALL LANTERN (WHITE LIGHTS, TYP.) & FLOOR INDICATOR, SATIN SS FINISH (SCREWLESS ATTACHMENT); TYP. EMERGENCY SIGNAGE, SATIN SS FINISH, SELF-ADHERED; TYP. HALL BUTTONS, SATIN SS FINISH, (SCREWLESS ATTACHMENT), TYP. EMERGENCY POWER JEWEL, SATIN SS FINISH, (SCREWLESS ATTACHMENT) PHONE FAILURE KEY SWITCH & JEWEL, SATIN SS FINISH, (SCREWLESS ATTACHMENT) 2"2" WT-12 CONTINUOUS DOOR FRAME, FULL HEIGHT (NO SEAMS); TYPICAL AT ALL ELEVATOR DOORS, SATIN SS FINISH SATIN SS FINISH FOR DOORS AND FRAMES EXTEND ALL UP TO CEILING OF COVE, TYP. FOR ALL ELEVATOR LOBBIES R-10 WB-10 EQEQ T-10 WM-10 SG-11 TYP. CONTINUOUS CONTINUOUS SCHEDULED RECEPTACLE RE: ELEC. DWGS; MATTE BLACK FINISH 1'-6" EQ EQ 8'-0"2" AP4B AP4A AP4C EQ EQ SCHEDULED THERMOSTAT RE: MECH. DWGS 1/8" CAULK JOINT, COLOR: TO MATCH GROUT, TYP. WHERE TILE AND FRAME MEET START TILING HERE WB RANDOM MIX TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP.TYP. TYP. PT-10 TYP. MIN. 3'-0" TO T.O. FIXTURE 7'-6" TO T.O. FIXTURE 8'-0" EQ EQ WALL MOUNTED FIRE ALARM DEVICE SEE ELEC. DWGS.; FINISH: WHITE TO T.O. FIXTURE 6'-8" TYP. 6" MAX. 4'-0" MAX. EQ 4'-0" MAX. EQ START TILING HERE WB 6" 2" 2" 7'-0" 7'-2" AP3 8'-1 1/4" 3/4" 6" INTERIOR STOREFRONT, 2" WIDE PROFILE, MATTE BLACK FINISH MTL-10 PT-12 PT-10 PT-30 PT-30 PT-30 PT-10 WB-10 PT-18A WB-10 MTL-12 PT-10 T-10 OPEN UP-10 ST-15 B-10 PT-12 WD-10 WB-10 ST-15 MTL-11 B-10 WB-10T-10 WB-10AL3AL3 AL4 MITER CORNERS, TYP. PL-10 CONTINUOUS CONTINUOUS; MITER CORNERS 1'-2" SCHEDULED RECEPTACLE - RE: ELEC. DWGS; MATTE BLACK FINISH 8'-2" CONTINUOUS MUD-IN SLOT DIFFUSER (FACING THE SIDE) 6" PT-30 TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. B-11 8'-0" 2 " MIN. 3'-0" EQ EQ FLUSH SECURED MTL. COVER (CONCEALED FASTEN METHOD), TO MATCH SPECIFIED EXTERIOR MULLION IN FINISH AND COLOR; TYP. IN THESE LOCATIONS MAX. 2'-10" PT-18 TYP. DOOR AS SCHEDULED, PTD., TO MATCH ADJACENT WALL OPEN PT-18 WB-10 PT-10 R-10 PAINTED/ PREFINISHED HANDRAIL, MATTE BLACK, TYP. T-10 SCHEDULED RECEPTACLE RE: ELEC. DWGS; MATTE BLACK FINISH 1'-6" 10" SCHEDULED RECEPTACLE - FINISH TBD; TYP. 1'-6" 3'-6" AP4A AP4CAP4B 3'-0" BR-10 TRIM, MATTE BLACK, TYP. WM-10 TYP. TYP. TYP. TYP. TYP. PT-30 TYP. WALL MOUNTED FIRE ALARM DEVICE SEE ELEC. DWGS.; FINISH: WHITE 6'-8" TO T.O. FIXTURE 6'-8" T O T.O. FIXTURE 8'-0" TO T.O. FIXTURE 7'-6" 6" 4'-0" MAX. EQ 4'-0" MAX. EQ TYP. 6" MAX. 1 DOOR AS SCHEDULED, PTD., TO MATCH ADJACENT WALL PT-18 PT-30 ACL1 R-10 T-10 4" EXTEND SPECIFIED TILES UP TO CEILING, TYP. CONTINUOUS MUD-IN SLOT DIFFUSER (FACING THE SIDE) TYP. TYP. ST-15 MTL-11 B-10 WD-10 PUL-10 MW-10MW-10 PROVIDE LOCK ON EACH CABINET AS PER OWNER ADVICE, SATIN STAINLESS STEEL FINISH, TYP. - CONFIRM FINAL LOCATION W/ INTERIOR DESIGNER/OWNER MITER CORNERS, TYP. PT-18A TYP.TYP. TYP. TYP. TYP. TYP. 6" 1" 1'-9" 1'-9" 1" 4'-2" UP-10 ST-15 B-10 PT-10 AL3 AL3SCHEDULED RECEPTACLE RE: ELEC. DWGS; MATTE BLACK FINISH 1'-2" TYP. TYP. TYP. TYP. PT-30 TYP. AL3 2" EQ EQ WB-10 PT-10 WB-10 SCHEDULED THERMOSTAT RE: MECH. DWGS 1'-0" PT-30 TYP. TYP. TYP. 3'-8" ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATE DESCRIPTION As indicated INTERIOR ELEVATIONS ID601 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/2" = 1'-0" 1 LOBBY ELEVATION - LOOKING EAST 1/2" = 1'-0" 2 LOBBY ELEVATION - LOOKING WEST 1/2" = 1'-0" 6 ELEVATOR LOBBY - LOOKING WEST 1/2" = 1'-0" 7 EXIT CORRIDOR - LOOKING NORTH 1/2" = 1'-0" 5 CONCIERGE - LOOKING EAST 1/2" = 1'-0" 4 LOBBY CO-WORK - LOOKING EAST 1/2" = 1'-0" 3 SEATING AREA NOTE: LOOKING SOUTH CONDITION SHOWN, LOOKING NORTH SIM. 1 ADJUSTED PER ARCH. BACKGROUND CHANGES. 1 1 12.23.2020 PERMIT SET 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET 1 1 1 1 1 1 GENERAL NOTES 1. SEE INTERIOR DETAILS ID700s AND FINISH SCHEDULES ID800s FOR ADDITIONAL INFORMATION. 2. ALL TV DIMENSIONS AND LOCATIONS SHOWN HAVE TO BE VERIFIED/CONFIRMED BY OWNER. CONFIRM FINAL LOCATIONS W/ INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. 3. ALL LOCATIONS AND FINISHES WHERE THERE IS AN OPTION FOR WALL DEVICES EXPOSED TO VIEW IN AMENITY SPACES CURRENTLY NOT SHOWN IN THE ID600 SERIES (SUCH AS SENSORS, CONCEALED SPRINKLER HEADS, THERMOSTATS, CONTROL PANELS, CONTROLS, DOOR ACCESS CONTROL, ACCESS PANELS, ETC.) TO BE CONFIRMED W/ INTERIOR DESIGNER PRIOR & OWNER TO INSTALLATION. 4. ANY VARIATION OF WHAT IS SHOWN IN THESE ELEVATION VIOLATING CODE REQUIREMENTS TO BE DISCUSSED W/ INTERIOR DESIGNER PRIOR TO RELOCATION. 5. CENTERLINES OF WALL DEVICES IN THE SAME AREA/ ON THE SAME ELEVATION SHALL ALIGN IN VERTICAL AND HORIZONTAL DIRECTION AS SHOWN. 6. ALL WALL SPRINKLER HEADS IN AMENITY SPACES TO BE CONCEALED. CONFIRM ALL LOCATIONS AND FINISHES W/ INTERIOR DESIGNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 7. ALL WALL SLOT DIFFUSER IN AMENITY SPACES TO BE MUD-IN TYPE UNLESS NOTED OTHERWISE. COORDINATE LENGTHS AND LOCATIONS AS INDICATED IN THESE ELEVATIONS. VERIFY LENGTHS IN FIELD TO MEET DESIGN INTENT PRIOR TO INSTALLATION. 8. ALIGN WALL & CEILING CONTROL JOINTS, TYPICAL. LOCATIONS SHALL BE REVIEWED AND ACCEPTED BY INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. 9. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS, ETC. FOR ALL WALL MOUNTED ACCESS PANELS, LIGHT FIXTURES & OTHER EQUIPMENT OR DEVICES AS REQ'D. 10. REFER TO ID DRAWINGS FOR LIGHT FIXTURE LOCATIONS. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPE, SWITCHING & LAMPING. ANY POSSIBLE DISCREPANCIES W/ ID DWGS TO BE COORDINATED AND CONFIRMED W/ INTERIOR DESIGNER PRIOR TO INSTALLATION. 11. FOR ALL PENDANTS IN AMENITY SPACES, CONFIRM FINAL HEIGHTS W/ INTERIOR DESIGNER AND OWNER IN FIELD PRIOR TO INSTALLATION. 12. ALL CAMERA LOCATIONS AND FINISHES TO BE COORDINATED AND CONFIRMED W/ INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 13. ALL AV DEVICE LOCATIONS (INCLUDING SPEAKERS, PER AV DWGS) AND FINISHES TO BE COORDINATED AND CONFIRMED W/ ID & OWNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 14. ANY REMOVABLE FURNITURE SHOWN IS PART OF FF&E, UNLESS NOTED OTHERWISE. ART 2" 8'-0" DOOR AS SCHEDULED, PTD., TO MATCH ADJACENT WALL 2" 8'-0" OPENPT-10 WB-10 PT-30 WB-10 BR-10 AP4A AP4C AP4B PROVIDE ADEQUATE BLOCKING IN WALL FOR FUTURE ART R-10 PAINTED/ PREFINISHED HANDRAIL, MATTE BLACK, TYP. PT-30 CONTINUOUS MUDIN SLOT DIFFUSER (FACING THE SIDE) 2" 8'-0" START TILING HERE (WITH FULL CORNER BRICK) EQEQ WB TYP. TYP. TYP. TYP.TYP. TYP. TO T.O. FIXTURE 7'-6" TO T.O. FIXTURE 8'-0" TO T.O. FIXTURE 6'-8" 8'-0"2" INTERIOR STOREFRONT, 2" WIDE PROFILE, MATTE BLACK FINISH PT-10 WB-10 PT-30 TYP. TYP. TYP. ART 1'-0" DOOR AS SCHEDULED, PTD., TO MATCH ADJACENT WALL OPEN PT-12 WB-10 PT-30PT-30 PT-30ACL1 PT-10 WB-10 PT-30 PROVIDE ADEQUATE BLOCKING IN WALL FOR FUTURE ART EQ EQ 8'-0"2" SCHEDULED FEC, RECESSED MIN. 1'-6" SCHEDULED RECEPTACLE RE: ELEC. DWGS 1'-6" TYP. TYP. TYP. TYP. TYP. TYP.TYP. TYP. OPEN PT-12 WB-10 PT-30 TYP. TYP. TYP. 6" OPEN PT-10 WB-10 PT-30 AD2AD2 TYP. TYP. TYP. DOOR AS SCHEDULED, PTD., TO MATCH ADJACENT WALL OPEN PT-10 WB-10 PT-30AD2 AD2 7'-0" 2" TYP. TYP. TYP. ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATE DESCRIPTION As indicated INTERIOR ELEVATIONS ID602 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/2" = 1'-0" 1 ELEVATOR LOBBY - LOOKING NORTH 2 1/2" = 1'-0" 2 ELEVATOR LOBBY - LOOKING WEST 2 1/2" = 1'-0" 3 ELEVATOR LOBBY - LOOKING SOUTH 1/2" = 1'-0" 4 ELEVATOR LOBBY - LOOKING EAST 1/2" = 1'-0" 5 CORRIDOR TO STAIR - LOOKING NORTH 1/2" = 1'-0" 6 CORRIDOR TO STAIR - LOOKING SOUTH 1 12.23.2020 PERMIT SET 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET 1 1 ALIGNALIGN ALIGN GENERAL NOTES 1. SEE INTERIOR DETAILS ID700s AND FINISH SCHEDULES ID800s FOR ADDITIONAL INFORMATION. 2. ALL TV DIMENSIONS AND LOCATIONS SHOWN HAVE TO BE VERIFIED/CONFIRMED BY OWNER. CONFIRM FINAL LOCATIONS W/ INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. 3. ALL LOCATIONS AND FINISHES WHERE THERE IS AN OPTION FOR WALL DEVICES EXPOSED TO VIEW IN AMENITY SPACES CURRENTLY NOT SHOWN IN THE ID600 SERIES (SUCH AS SENSORS, CONCEALED SPRINKLER HEADS, THERMOSTATS, CONTROL PANELS, CONTROLS, DOOR ACCESS CONTROL, ACCESS PANELS, ETC.) TO BE CONFIRMED W/ INTERIOR DESIGNER PRIOR & OWNER TO INSTALLATION. 4. ANY VARIATION OF WHAT IS SHOWN IN THESE ELEVATION VIOLATING CODE REQUIREMENTS TO BE DISCUSSED W/ INTERIOR DESIGNER PRIOR TO RELOCATION. 5. CENTERLINES OF WALL DEVICES IN THE SAME AREA/ ON THE SAME ELEVATION SHALL ALIGN IN VERTICAL AND HORIZONTAL DIRECTION AS SHOWN. 6. ALL WALL SPRINKLER HEADS IN AMENITY SPACES TO BE CONCEALED. CONFIRM ALL LOCATIONS AND FINISHES W/ INTERIOR DESIGNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 7. ALL WALL SLOT DIFFUSER IN AMENITY SPACES TO BE MUD-IN TYPE UNLESS NOTED OTHERWISE. COORDINATE LENGTHS AND LOCATIONS AS INDICATED IN THESE ELEVATIONS. VERIFY LENGTHS IN FIELD TO MEET DESIGN INTENT PRIOR TO INSTALLATION. 8. ALIGN WALL & CEILING CONTROL JOINTS, TYPICAL. LOCATIONS SHALL BE REVIEWED AND ACCEPTED BY INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. 9. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS, ETC. FOR ALL WALL MOUNTED ACCESS PANELS, LIGHT FIXTURES & OTHER EQUIPMENT OR DEVICES AS REQ'D. 10. REFER TO ID DRAWINGS FOR LIGHT FIXTURE LOCATIONS. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPE, SWITCHING & LAMPING. ANY POSSIBLE DISCREPANCIES W/ ID DWGS TO BE COORDINATED AND CONFIRMED W/ INTERIOR DESIGNER PRIOR TO INSTALLATION. 11. FOR ALL PENDANTS IN AMENITY SPACES, CONFIRM FINAL HEIGHTS W/ INTERIOR DESIGNER AND OWNER IN FIELD PRIOR TO INSTALLATION. 12. ALL CAMERA LOCATIONS AND FINISHES TO BE COORDINATED AND CONFIRMED W/ INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 13. ALL AV DEVICE LOCATIONS (INCLUDING SPEAKERS, PER AV DWGS) AND FINISHES TO BE COORDINATED AND CONFIRMED W/ ID & OWNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 14. ANY REMOVABLE FURNITURE SHOWN IS PART OF FF&E, UNLESS NOTED OTHERWISE. TV 6" EQ EQ EQ EQ AW1 AW1 AW1 AW1 AW1 MAX. 2'-10" DOOR AS SCHEDULED, PTD., TO MATCH ADJACENT WALL THIS WALL TO HOUSE TV SCREEN AS SCHEDULED (CONFIRM W/ OWNER). PROVIDE ADEQUATE BLOCKING TO SUPPORT. COORDINATE LOCATION OF SUPPLY DUPLEX ELECTRICAL OUTLET AND DATA - NOT EXPOSED TO VIEW, TYP. ANY CONTROLS AT 4' MAX. TR-12 WB-10 PT-30 WC-12 PT-30 LVT-11 WD-13 PT-13 WB-10 PT-15 PT-30 ST-12 MTL-14 FRYREGLET V-REVEAL, TYP. 2'-4" 6" 3'-2" 2'-10"EQ EQ CONTINUOUS MUD-IN SLOT DIFFUSER (FACING THE SIDE) PT-30 PT-13 SCHEDULED RECEPTACLE RE: ELEC. DWGS; MATTE BLACK FINISH 1'-6" SCHEDULED RECEPTACLE RE: ELEC. DWGS; MATTE BLACK FINISH ANY CONTROLS AT 4' MAX. SCHEDULED RECEPTACLE RE: ELEC. DWGS; MATTE BLACK FINISH 1'-6" SCHEDULED SWITCH - RE: ELEC. DWGS - FINISH: MATTE BLACK 2"2" SCHEDULED THERMOSTAT - RE: MECH. DWGS - FINISH: MATTE BLACK (1" THICK) TR-16 EQEQ 3'-9"3'-9" TV 3'-9"3'-9" 3'-9" 3'-9" WB-10 (1" THICK) WB-10 (1" THICK) TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. PTD. SILL, TYP. 2" 8'-0" 3'-8" 9'-0"1'-0" 10'-0" 6" ART PROVIDE ADEQUATE BLOCKING IN WALL FOR FUTURE ART WB-10 PT-13 LVT-11 PT-30 PT-13 LVT-11 WB-10 PT-30 UP-11 WD-12 MTL-13 WT-16 EQ 6" PT-15 TYPICAL NOTE: USE CONCEALED FASTEN METHOD FOR ENTIRE MILLWORK; SECURILY ATTACHED TO SUBSTRATE. SCHEDULED RECEPTACLE RE: ELEC. DWGS 1'-6" SCHEDULED RECEPTACLE RE: ELEC. DWGS PT-30 CONTINUOUS MUD-IN SLOT DIFFUSER (FACING THE SIDE) WB-10 WB-10 TR-17 TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. EQ 8'-2" 1'-6" 10'-0" 3'-8" 6" MAX. 2'-10" ART AL4 AL4 AL4 AL4 INTERIOR STOREFRONT, 2" WIDE PROFILE, MATTE BLACK FINISH AW2 AL4 AL4 AL4 AL4 AL4 AL4 AL4 AL4 SCHEDULED RECEPTACLE RE: ELEC. DWGS; MATTE BLACK FINISH, TYP. 1'-6" 1'-6" PT-15 WB-10 PT-30 PT-15 PT-15 PT-15 PT-15 PT-15 PT-15 PT-15 PT-15 PT-15 PT-15PT-15 6" MW-13 MW-13 MW-13 MW-13 MW-13 WC-10 ST-12 PT-15A PT-13 MTL-14 WB-10 TYPICAL NOTE: USE CONCEALED FASTEN METHOD FOR ENTIRE MILLWORK; SECURILY ATTACHED TO SUBSTRATE. COMMERCIAL TRASH BINS W/ LID AS PART OF FF&E, TYP. PT-13 TYP. AT WINDOWS EQ EQ SCHEDULED SWITCH RE: ELEC. DWGS 10" PT-30 TYP. CONCEALED, TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP.TYP.PROVIDE ADEQUATE BLOCKING IN WALL FOR FUTURE ART 8'-0" 2" MIN. 3'-0" PTD. SILL, TYP. WALL MOUNTED FIRE ALARM DEVICE SEE ELEC. DWGS.; FINISH: WHITE COORDINATE DATA/PWR DROP LOCATION RE: ELEC. DWGS; MATTE BLACK FINISH, TYP. OWNER TO CONFIRM 3'-0" 9'-0" PT-30 WD-11 LVT-11 WD-11 ST-12 AP2 AP2 AP2 TYP. TYP. TYP. TYP. TYP. 6"2'-4" PROVIDE ADEQUATE BLOCKING IN WALL FOR WARDROBE ACL1 TR-12 WB-10 PT-30 WC-12 LVT-11 WD-13 PT-13 6"2'-4"3'-2" EQ EQ EQ (1" THICK) FRYREGLET V-REVEAL, TYP. TYP. TYP. TYP. TYP. TYP. SCHEDULED RECEPTACLE RE: ELEC. DWGS; MATTE BLACK FINISH EQ EQ 1'-6" 2'-10" EQ PT-30 6" WB-10 PT-15 MIN. 1'-6" TYP. TYP. TYP. 2" SCHEDULED FIREPLACE SWITCH & SWITCH RE: ELEC. DWGS - FINISH: MATTE BLACK 3'-8" ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATE DESCRIPTION As indicated INTERIOR ELEVATIONS ID603 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/2" = 1'-0" 1 LOUNGE - LOOKING NORTH 1/2" = 1'-0" 5 LOUNGE - LOOKING SOUTH 1/2" = 1'-0" 3 LOUNGE - LOOKING EAST 1/2" = 1'-0" 4 LOUNGE WORK STATION - LOOKING EAST 1/2" = 1'-0" 2 LOUNGE COAT - LOOKING WEST 1/2" = 1'-0" 6 ELEVATION - LOOKING NORTH ELEVATION ON OPPOSITE END SIMILAR 1 1 1 1 ADJUSTED PER ARCH. BACKGROUND CHANGES. 1 12.23.2020 PERMIT SET 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET ALIGN ALIGN GENERAL NOTES 1. SEE INTERIOR DETAILS ID700s AND FINISH SCHEDULES ID800s FOR ADDITIONAL INFORMATION. 2. ALL TV DIMENSIONS AND LOCATIONS SHOWN HAVE TO BE VERIFIED/CONFIRMED BY OWNER. CONFIRM FINAL LOCATIONS W/ INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. 3. ALL LOCATIONS AND FINISHES WHERE THERE IS AN OPTION FOR WALL DEVICES EXPOSED TO VIEW IN AMENITY SPACES CURRENTLY NOT SHOWN IN THE ID600 SERIES (SUCH AS SENSORS, CONCEALED SPRINKLER HEADS, THERMOSTATS, CONTROL PANELS, CONTROLS, DOOR ACCESS CONTROL, ACCESS PANELS, ETC.) TO BE CONFIRMED W/ INTERIOR DESIGNER PRIOR & OWNER TO INSTALLATION. 4. ANY VARIATION OF WHAT IS SHOWN IN THESE ELEVATION VIOLATING CODE REQUIREMENTS TO BE DISCUSSED W/ INTERIOR DESIGNER PRIOR TO RELOCATION. 5. CENTERLINES OF WALL DEVICES IN THE SAME AREA/ ON THE SAME ELEVATION SHALL ALIGN IN VERTICAL AND HORIZONTAL DIRECTION AS SHOWN. 6. ALL WALL SPRINKLER HEADS IN AMENITY SPACES TO BE CONCEALED. CONFIRM ALL LOCATIONS AND FINISHES W/ INTERIOR DESIGNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 7. ALL WALL SLOT DIFFUSER IN AMENITY SPACES TO BE MUD-IN TYPE UNLESS NOTED OTHERWISE. COORDINATE LENGTHS AND LOCATIONS AS INDICATED IN THESE ELEVATIONS. VERIFY LENGTHS IN FIELD TO MEET DESIGN INTENT PRIOR TO INSTALLATION. 8. ALIGN WALL & CEILING CONTROL JOINTS, TYPICAL. LOCATIONS SHALL BE REVIEWED AND ACCEPTED BY INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. 9. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS, ETC. FOR ALL WALL MOUNTED ACCESS PANELS, LIGHT FIXTURES & OTHER EQUIPMENT OR DEVICES AS REQ'D. 10. REFER TO ID DRAWINGS FOR LIGHT FIXTURE LOCATIONS. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPE, SWITCHING & LAMPING. ANY POSSIBLE DISCREPANCIES W/ ID DWGS TO BE COORDINATED AND CONFIRMED W/ INTERIOR DESIGNER PRIOR TO INSTALLATION. 11. FOR ALL PENDANTS IN AMENITY SPACES, CONFIRM FINAL HEIGHTS W/ INTERIOR DESIGNER AND OWNER IN FIELD PRIOR TO INSTALLATION. 12. ALL CAMERA LOCATIONS AND FINISHES TO BE COORDINATED AND CONFIRMED W/ INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 13. ALL AV DEVICE LOCATIONS (INCLUDING SPEAKERS, PER AV DWGS) AND FINISHES TO BE COORDINATED AND CONFIRMED W/ ID & OWNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 14. ANY REMOVABLE FURNITURE SHOWN IS PART OF FF&E, UNLESS NOTED OTHERWISE. MAX. 2'-10" AL3 FP-10 B-12 PT-30 WD-12 LVT-11 ST-13 MTL-13 MTL-14 WD-11 MW-13 WD-11 ST-12 ST-12 PT-30 LVT-11 TYPICAL NOTE: USE CONCEALED FASTEN METHOD FOR ENTIRE MILLWORK; SECURILY ATTACHED TO SUBSTRATE. 4" 4" 4"4" 10'-0" 1'-2" TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP.TYP. 9'-6"6" AL3 4" 4" 2 1/8" WD-12 WT-16 PT-30 MTL-13 LVT-11 UP-11 PT-15 6" ST-13 B-12 FP-10 PT-30 AW1 4" 3/4" 7'-0 3/4" 3/4" 2'-6" 2'-6" 4" 10"4" 2 1/8" 4" CONTINUOUS MUD-IN SLOT DIFFUSER (FACING THE SIDE) 10" 2 1/8" ID707 2 WB-10 TR-17 TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. 1'-6" AP-14 ALP1 SCHEDULED RECEPTACLE RE: ELEC. DWGS; MATTE BLACK FINISH MEL-14 ST-13 ST-14 EQ EQ EQ EQ PT-30 TOE KICK, MADE OF ALUMINUM, STEEL FINISH CONTINUOUS 4 1/2" EQ EQ EQ EQ TYP. TYP. TYP. TYP. ST-14 MEL-14 ST-13 PT-30 TOE KICK, MADE OF ALUMINUM, STEEL FINISH - CONTINUOUS MAX. 2'-10"6" TYP. TYP. TYP. TYP. AL3 TR-17 WT-16 PT-30 MTL-13 LVT-11 UP-11 WD-12 B-12 FP-10 PT-30 PT-15 4" 1'-6" 4" 4" 4" 4" AW1 MITER CORNERS, TYP. 10" 3/4" 7'-0 3/4" 3/4" 4" PT-13 TYP. AT WINDOWS 4" EQ 3'-6" EQ 3'-6" 4" 4" CONTINUOUS MUD-IN SLOT DIFFUSER (FACING THE SIDE) 9'-0"1'-0" ST-13 TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. WB-10 TYP. ALP1 MEL-14 ST-13 ST-14 PT-30 LVT-11 TOE KICK, MADE OF ALUMINUM, STEEL FINISH - CONTINUOUS TYP. TYP. TYP. TYP. 3'-0" 3'-4" MAX. 2'-10" 6'-9 3/4" 2'-3" MIN. AP-14 AP-11 AP-13 AP-12 ALP1 MEL-14 MEL-14 PT-30 LVT-11 ST-14 MEL-14 MEL-14 ST-13 ST-13 TOE KICK, MADE OF ALUMINUM, STEEL FINISH CONTINUOUS BUILT-IN OVEN BUILT-IN MICROWAVE TYPICAL NOTE AT RAISED COUNTER: PROVIDE 3 1/2 X 3 1/2 HSS STRUCTURAL SUPPORT FRAME; SECURELY ATTACHED TO FLOOR, FULLY CONCEALED - SEE STRUCTURAL DWGS, TYP. MITER CORNERS, TYP. TYPICAL NOTE: ALL EXPOSED SURFACES TO BE FINISHED, TYP. 6" 3/4" 2'-7 1/2" 3/4" 2'-7 1/2" 3/4" 3'-0" 6" 4'-9" 6" TYP. TYP. TYP. TYP.TYP. TYP. MIN. 2'-3" PF-10 PF-11 PF-12 6" AL4 1'-2 1/4"3 '-11 3/4" MAX. 2'-10" TV AD3 AD3 AD3 AD3 THIS WALL TO HOUSE TRANSIT SCREEN AS SCHEDULED (CONFIRM W/ OWNER). PROVIDE ADEQUATE BLOCKING TO SUPPORT. COORDINATE LOCATION OF SUPPLY DUPLEX ELECTRICAL OUTLET AND DATA - NOT EXPOSED TO VIEW, TYP. - ANY CONTROLS AT 4' MAX. MEL-14MEL-14 WB-10 PT-30 PT-13 PT-30 ST-14 MTL-15 WT-13 MEL-14 WB-10 PT-13PT-30 PUL-12 TYP. AP-10 TYPICAL NOTE: USE CONCEALED FASTEN METHOD FOR ENTIRE MILLWORK; SECURILY ATTACHED TO SUBSTRATE. ID704 1 PT-15 2'-10" PT-13 TYP. AT WINDOWS TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. PTD. SILL, TYP. COORDINATE DATA/PWR DROP LOCATION IN THE BACK OF THIS UPPER CABINET ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATE DESCRIPTION As indicated INTERIOR ELEVATIONS ID604 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/2" = 1'-0" 8 LOUNGE FIREPLACE - LOOKING SOUTH 1/2" = 1'-0" 4 LOUNGE FIREPLACE - LOOKING WEST 1/2" = 1'-0" 2 LOUNGE ISLAND - LOOKING WEST 1/2" = 1'-0" 6 LOUNGE ISLAND - LOOKING SOUTH 1/2" = 1'-0" 7 LOUNGE FIREPLACE - LOOKING EAST 1/2" = 1'-0" 3 LOUNGE ISLAND - LOOKING NORTH 1/2" = 1'-0" 5 LOUNGE ISLAND - LOOKING EAST 1/2" = 1'-0" 1 LOUNGE - LOOKING WEST MOVABLE PLANTER POTS ARE PART OF FF&E, TYP., U.N.O. 1 ADJUSTED PER ARCH. BACKGROUND CHANGES. 1 12.23.2020 PERMIT SET 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET ALIGN ALIGN GENERAL NOTES 1. SEE INTERIOR DETAILS ID700s AND FINISH SCHEDULES ID800s FOR ADDITIONAL INFORMATION. 2. ALL TV DIMENSIONS AND LOCATIONS SHOWN HAVE TO BE VERIFIED/CONFIRMED BY OWNER. CONFIRM FINAL LOCATIONS W/ INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. 3. ALL LOCATIONS AND FINISHES WHERE THERE IS AN OPTION FOR WALL DEVICES EXPOSED TO VIEW IN AMENITY SPACES CURRENTLY NOT SHOWN IN THE ID600 SERIES (SUCH AS SENSORS, CONCEALED SPRINKLER HEADS, THERMOSTATS, CONTROL PANELS, CONTROLS, DOOR ACCESS CONTROL, ACCESS PANELS, ETC.) TO BE CONFIRMED W/ INTERIOR DESIGNER PRIOR & OWNER TO INSTALLATION. 4. ANY VARIATION OF WHAT IS SHOWN IN THESE ELEVATION VIOLATING CODE REQUIREMENTS TO BE DISCUSSED W/ INTERIOR DESIGNER PRIOR TO RELOCATION. 5. CENTERLINES OF WALL DEVICES IN THE SAME AREA/ ON THE SAME ELEVATION SHALL ALIGN IN VERTICAL AND HORIZONTAL DIRECTION AS SHOWN. 6. ALL WALL SPRINKLER HEADS IN AMENITY SPACES TO BE CONCEALED. CONFIRM ALL LOCATIONS AND FINISHES W/ INTERIOR DESIGNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 7. ALL WALL SLOT DIFFUSER IN AMENITY SPACES TO BE MUD-IN TYPE UNLESS NOTED OTHERWISE. COORDINATE LENGTHS AND LOCATIONS AS INDICATED IN THESE ELEVATIONS. VERIFY LENGTHS IN FIELD TO MEET DESIGN INTENT PRIOR TO INSTALLATION. 8. ALIGN WALL & CEILING CONTROL JOINTS, TYPICAL. LOCATIONS SHALL BE REVIEWED AND ACCEPTED BY INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. 9. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS, ETC. FOR ALL WALL MOUNTED ACCESS PANELS, LIGHT FIXTURES & OTHER EQUIPMENT OR DEVICES AS REQ'D. 10. REFER TO ID DRAWINGS FOR LIGHT FIXTURE LOCATIONS. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPE, SWITCHING & LAMPING. ANY POSSIBLE DISCREPANCIES W/ ID DWGS TO BE COORDINATED AND CONFIRMED W/ INTERIOR DESIGNER PRIOR TO INSTALLATION. 11. FOR ALL PENDANTS IN AMENITY SPACES, CONFIRM FINAL HEIGHTS W/ INTERIOR DESIGNER AND OWNER IN FIELD PRIOR TO INSTALLATION. 12. ALL CAMERA LOCATIONS AND FINISHES TO BE COORDINATED AND CONFIRMED W/ INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 13. ALL AV DEVICE LOCATIONS (INCLUDING SPEAKERS, PER AV DWGS) AND FINISHES TO BE COORDINATED AND CONFIRMED W/ ID & OWNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 14. ANY REMOVABLE FURNITURE SHOWN IS PART OF FF&E, UNLESS NOTED OTHERWISE. AL2 PT-12 WB-11 PT-11A PT-11 MB-10 PT-11 ALL INSIDE CORNERS/ ENDS TO BE METAL TO MATCH FINISH OF MAILBOX FINISH, TYP. USE MOISTURE RESISTANT MDF BELOW MAILBOXES, INSTEAD OF GWB; TYP. ON THIS ELEVATION 8'-2" TYP. TYP. TYP. TYP. TYP. 6" 8'-1 1/4" 3/4" 10" AL2AL2 AP3 ID700 2 OPEN PT-12 WB-11 PT-11A PT-11 MB-10 PT-12 WB-11 PT-11A PT-11 MB-10 MTL-12 PT-11PT-11 T-10 ALL INSIDE CORNERS/ ENDS TO BE METAL TO MATCH FINISH OF MAILBOX FINISH, TYP. ALL INSIDE CORNERS/ ENDS TO BE METAL TO MATCH FINISH OF MAILBOX FINISH, TYP. CONTINUOUS; MITER CORNERS USE MOISTURE RESISTANT MDF BELOW MAILBOXES, INSTEAD OF GWB; TYP. ON THIS ELEVATION TYP. 8'-2" 8'-2" TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. 6" AL2 AP3 ID700 1 PT-12 PT-11A PT-11 MB-10 PT-11 PT-12 WB-11ST-15 ALL INSIDE CORNERS/ ENDS TO BE METAL TO MATCH FINISH OF MAILBOX FINISH, TYP. MTL-12 TYP. USE MOISTURE RESISTANT MDF BELOW MAILBOXES, INSTEAD OF GWB; TYP. ON THIS ELEVATION TYP. SCHEDULED RECEPTACLE RE: ELEC. DWGS; MATTE BLACK FINISH 1'-6" EQEQ MAX. 2'-10" 8'-2" SCHEDULED SWITCH RE: ELEC. DWGS; MATTE BLACK FINISH TYP. TYP. TYP. TYP. TYP.TYP. BEYOND 8" 6" 3'-8" AL2 AL2 DOOR AS SCHEDULED, PTD., TO MATCH ADJACENT WALL PT-12 WB-11 PT-11A PT-11 MB-10 PT-11 WB-11 PT-11 T-10 MEL-15 WT-15 ST-15 TR-14 8'-0" 2" PUL-15 AP3 ALL INSIDE CORNERS/ ENDS TO BE METAL TO MATCH FINISH OF MAILBOX FINISH, TYP. USE MOISTURE RESISTANT MDF BELOW MAILBOXES, INSTEAD OF GWB; TYP. ON THIS ELEVATION TOE KICK, MADE OF ALUMINUM, STEEL FINISH - CONTINUOUS MAX. 2'-10" 5'-4" TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. BASE UNIT WITH DRAWERS, TYP.: 2 DEEP DRAWERS; TYP. PROVIDE ALL REQUIRED HARDWARE PER MANUF.RECOMMENDATION. FILLER EQ 1'-3 3/4" 1'-3 3/4" 1'-3 3/4" FILLER EQ PATTERN AS SHOWN (CENTERED) 6" PT-10 WB-10 PT-30 MS-10 SEE ID401 FOR LAYOUT PC-10 PT-10 TYP. TYP. TYP. TYP. DOOR AS SCHEDULED, PTD., TO MATCH ADJACENT WALL PT-10 WB-10 PT-30 MS-10 SEE ID401 FOR LAYOUT PC-10 PT-10 WB-10 TYP. TYP. TYP. TYP. TYP. PT-10 WB-10 PT-30 MS-10 SEE ID401 FOR LAYOUT PT-10 WB-10 TYP. TYP. TYP. TYP. DOOR AS SCHEDULED, PTD., TO MATCH ADJACENT WALL PT-10 WB-10 PT-30 PT-10 WB-10 MS-10 SEE ID401 FOR LAYOUT SCHEDULED SWITCH RE: ELEC. DWGS 6" SCHEDULED CRESTON TOUCH SCREEN CONTROL RE: ELEC. DWGS 2" TYP. TYP. TYP.TYP. PT-10 TYP. 3'-8" ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATE DESCRIPTION As indicated INTERIOR ELEVATIONS ID605 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/2" = 1'-0" 1 MAILROOM - LOOKING NORTH 1/2" = 1'-0" 2 MAILROOM - LOOKING EAST 1/2" = 1'-0" 3 MAILROOM - LOOKING SOUTH 1/2" = 1'-0" 4 MAILROOM - LOOKING WEST 1/2" = 1'-0" 5 PACKAGE ROOM - LOOKING NORTH 1/2" = 1'-0" 7 PACKAGE ROOM - LOOKING EAST 1/2" = 1'-0" 8 PACKAGE ROOM - LOOKING WEST 1/2" = 1'-0" 6 PACKAGE ROOM - LOOKING SOUTH 12.23.2020 PERMIT SET ALIGN ALIGN ALIGN 3/4" 10" AP3 PT-18TYP. 1 ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN GENERAL NOTES 1. SEE INTERIOR DETAILS ID700s AND FINISH SCHEDULES ID800s FOR ADDITIONAL INFORMATION. 2. ALL TV DIMENSIONS AND LOCATIONS SHOWN HAVE TO BE VERIFIED/CONFIRMED BY OWNER. CONFIRM FINAL LOCATIONS W/ INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. 3. ALL LOCATIONS AND FINISHES WHERE THERE IS AN OPTION FOR WALL DEVICES EXPOSED TO VIEW IN AMENITY SPACES CURRENTLY NOT SHOWN IN THE ID600 SERIES (SUCH AS SENSORS, CONCEALED SPRINKLER HEADS, THERMOSTATS, CONTROL PANELS, CONTROLS, DOOR ACCESS CONTROL, ACCESS PANELS, ETC.) TO BE CONFIRMED W/ INTERIOR DESIGNER PRIOR & OWNER TO INSTALLATION. 4. ANY VARIATION OF WHAT IS SHOWN IN THESE ELEVATION VIOLATING CODE REQUIREMENTS TO BE DISCUSSED W/ INTERIOR DESIGNER PRIOR TO RELOCATION. 5. CENTERLINES OF WALL DEVICES IN THE SAME AREA/ ON THE SAME ELEVATION SHALL ALIGN IN VERTICAL AND HORIZONTAL DIRECTION AS SHOWN. 6. ALL WALL SPRINKLER HEADS IN AMENITY SPACES TO BE CONCEALED. CONFIRM ALL LOCATIONS AND FINISHES W/ INTERIOR DESIGNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 7. ALL WALL SLOT DIFFUSER IN AMENITY SPACES TO BE MUD-IN TYPE UNLESS NOTED OTHERWISE. COORDINATE LENGTHS AND LOCATIONS AS INDICATED IN THESE ELEVATIONS. VERIFY LENGTHS IN FIELD TO MEET DESIGN INTENT PRIOR TO INSTALLATION. 8. ALIGN WALL & CEILING CONTROL JOINTS, TYPICAL. LOCATIONS SHALL BE REVIEWED AND ACCEPTED BY INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. 9. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS, ETC. FOR ALL WALL MOUNTED ACCESS PANELS, LIGHT FIXTURES & OTHER EQUIPMENT OR DEVICES AS REQ'D. 10. REFER TO ID DRAWINGS FOR LIGHT FIXTURE LOCATIONS. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPE, SWITCHING & LAMPING. ANY POSSIBLE DISCREPANCIES W/ ID DWGS TO BE COORDINATED AND CONFIRMED W/ INTERIOR DESIGNER PRIOR TO INSTALLATION. 11. FOR ALL PENDANTS IN AMENITY SPACES, CONFIRM FINAL HEIGHTS W/ INTERIOR DESIGNER AND OWNER IN FIELD PRIOR TO INSTALLATION. 12. ALL CAMERA LOCATIONS AND FINISHES TO BE COORDINATED AND CONFIRMED W/ INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 13. ALL AV DEVICE LOCATIONS (INCLUDING SPEAKERS, PER AV DWGS) AND FINISHES TO BE COORDINATED AND CONFIRMED W/ ID & OWNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 14. ANY REMOVABLE FURNITURE SHOWN IS PART OF FF&E, UNLESS NOTED OTHERWISE. 2" 8'-0" 1'-0" 9'-0" INTERIOR STOREFRONT, 2" WIDE PROFILE, MATTE BLACK FINISH OPEN PT-16 WB-13MW-12 PT-30 MW-11RB-11 PT-30 8" 8" WB-13 PT-16 MW-12 PT-16 WB-13 PT-16TYP. AT WINDOWS SCHEDULED THERMOSTAT RE: MECH. DWGS EQ EQ TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. PTD. SILL, TYP. 3'-8" EQ EQ EQ 8'-2"10"1'-0" 2" 8'-0" 9'-0"1'-0" 2'-6" MAX. 2'-10" PF-40 8" INTERIOR STOREFRONT, 2" WIDE PROFILE, MATTE BLACK FINISHPT-30 MF-10 MIR-11 PT-16 PT-16 MIR-11 MIR-11 PT-16 WB-13 WB-13 WB-13 8" 8"8" 8" EQ EQ EQ MF-10 MIR-10 PT-16 MIR-10MIR-10 8" 8"8" 8" PT-16 WB-13 MITER CORNERS, TYP. PT-16 PT-30 2'-6" 1'-6" MIN. P-GYM PANEL SEE ELEC. DRAWINGS (FOR EXACT SIZE REQUIREMENTS CONFIRM W/ ELEC. ENGINEER); PAINT TO MATCH ADJACENT WALL 6'-7" A.F.F. MAX. TO T.O. PANEL SCHEDULED SWITCH SEE ELEC. DWGS 10" CONTINUOUS, TYP. CONTINUOUS, TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. WALL MOUNTED FIRE ALARM DEVICE SEE ELEC. DWGS.; FINISH: WHITE 3'-8" . 6'-8" 9'-0"1'-0" 8" PT-30 WC-13 WB-13 PT-30 WB-13 RECEPTACLES AND DATA REQUIRED BY FITNESS EQUIPMENT CURRENTLY NOT SHOWN ON THIS ELEVATION. FITNESS CONSULTANT/OWNER TO CONFIRM ALL LOCATIONS IN RELATION TO EQUIPMENT. (FINISH TBD; CENTERLINES TO ALIGN THROUGHOUT THE ROOM; KEEP 2" APART WHEN OCCURING IN PAIRS) RECEPTACLES AND DATA REQUIRED BY FITNESS EQUIPMENT CURRENTLY NOT SHOWN ON THIS ELEVATION. FITNESS CONSULTANT/OWNER TO CONFIRM ALL LOCATIONS IN RELATION TO EQUIPMENT. (FINISH TBD; CENTERLINES TO ALIGN THROUGHOUT THE ROOM; KEEP 2" APART WHEN OCCURING IN PAIRS) PT-16 TYP. AT WINDOWS COORDINATE AND CONFIRM CLEAN OUT LOCATIONS AND FINISH W/ OWNER FOR REVIEW AND APPROVAL. DEVICES SHALL ALIGN HORIZONTALLY PT-16 PT-16 TYP. TYP. TYP. TYP. TYP. TYP. TYP. TR-16 CONTINUOUS TR-16 CONTINUOUS PTD. SILL, TYP. MW-12 MW-11 PT-30 PT-16 8" WB-13 ID705 1 MW-12 TYP. TYP. TYP. TYP. TYP. TYP. ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATE DESCRIPTION As indicated INTERIOR ELEVATIONS ID606 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/2" = 1'-0" 1 FITNESS CENTER - LOOKING NORTH 1/2" = 1'-0" 3 FITNESS CENTER - LOOKING EAST 1/2" = 1'-0" 4 FITNESS CENTER - LOOKING SOUTH 1/2" = 1'-0" 2 FITNESS CENTER SHELVES - LOOKING SOUTH 12.23.2020 PERMIT SET 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET ADJUSTED PER ARCH. BACKGROUND CHANGES. 1 1 ALIGN ALIGN GENERAL NOTES 1. SEE INTERIOR DETAILS ID700s AND FINISH SCHEDULES ID800s FOR ADDITIONAL INFORMATION. 2. ALL TV DIMENSIONS AND LOCATIONS SHOWN HAVE TO BE VERIFIED/CONFIRMED BY OWNER. CONFIRM FINAL LOCATIONS W/ INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. 3. ALL LOCATIONS AND FINISHES WHERE THERE IS AN OPTION FOR WALL DEVICES EXPOSED TO VIEW IN AMENITY SPACES CURRENTLY NOT SHOWN IN THE ID600 SERIES (SUCH AS SENSORS, CONCEALED SPRINKLER HEADS, THERMOSTATS, CONTROL PANELS, CONTROLS, DOOR ACCESS CONTROL, ACCESS PANELS, ETC.) TO BE CONFIRMED W/ INTERIOR DESIGNER PRIOR & OWNER TO INSTALLATION. 4. ANY VARIATION OF WHAT IS SHOWN IN THESE ELEVATION VIOLATING CODE REQUIREMENTS TO BE DISCUSSED W/ INTERIOR DESIGNER PRIOR TO RELOCATION. 5. CENTERLINES OF WALL DEVICES IN THE SAME AREA/ ON THE SAME ELEVATION SHALL ALIGN IN VERTICAL AND HORIZONTAL DIRECTION AS SHOWN. 6. ALL WALL SPRINKLER HEADS IN AMENITY SPACES TO BE CONCEALED. CONFIRM ALL LOCATIONS AND FINISHES W/ INTERIOR DESIGNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 7. ALL WALL SLOT DIFFUSER IN AMENITY SPACES TO BE MUD-IN TYPE UNLESS NOTED OTHERWISE. COORDINATE LENGTHS AND LOCATIONS AS INDICATED IN THESE ELEVATIONS. VERIFY LENGTHS IN FIELD TO MEET DESIGN INTENT PRIOR TO INSTALLATION. 8. ALIGN WALL & CEILING CONTROL JOINTS, TYPICAL. LOCATIONS SHALL BE REVIEWED AND ACCEPTED BY INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. 9. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS, ETC. FOR ALL WALL MOUNTED ACCESS PANELS, LIGHT FIXTURES & OTHER EQUIPMENT OR DEVICES AS REQ'D. 10. REFER TO ID DRAWINGS FOR LIGHT FIXTURE LOCATIONS. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPE, SWITCHING & LAMPING. ANY POSSIBLE DISCREPANCIES W/ ID DWGS TO BE COORDINATED AND CONFIRMED W/ INTERIOR DESIGNER PRIOR TO INSTALLATION. 11. FOR ALL PENDANTS IN AMENITY SPACES, CONFIRM FINAL HEIGHTS W/ INTERIOR DESIGNER AND OWNER IN FIELD PRIOR TO INSTALLATION. 12. ALL CAMERA LOCATIONS AND FINISHES TO BE COORDINATED AND CONFIRMED W/ INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 13. ALL AV DEVICE LOCATIONS (INCLUDING SPEAKERS, PER AV DWGS) AND FINISHES TO BE COORDINATED AND CONFIRMED W/ ID & OWNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 14. ANY REMOVABLE FURNITURE SHOWN IS PART OF FF&E, UNLESS NOTED OTHERWISE. 1'-0" 9'-0" 8" PT-16 PT-30 WB-13 PT-16 WB-13 PT-16 PT-30 PT-16 PT-16 TYP. AT WINDOWS WB-13 PTD. SILL, TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP.TYP. TYP. 7'-6" WALL MOUNTED FIRE ALARM DEVICE - SEE ELEC. DWGS.; FINISH: WHITE SCHEDULED RECEPTACLE - RE: ELEC. DWGS 8" WB-13 PT-30 PT-16 AL1 TYP. TYP. TYP. 9'-0" 8" WB-13 PT-30 PT-16 LVT-10 SCHEDULED RECEPTACLE - RE: ELEC. DWGS 1'-6" SCHEDULED SWITCH RE: ELEC. DWGS TYP. TYP. TYP. TYP. PT-16 TYP. AT WINDOWS PTD. SILL, TYP. WALL MOUNTED FIRE ALARM DEVICE - SEE ELEC. DWGS.; FINISH: WHITE COORDINATE DATA OUTLET RE: ELEC. DWGS 6'-0"6'-0" 2"2" SCHEDULED RECEPTACLE - RE: ELEC. DWGS COORDINATE DATA OUTLET RE: ELEC. DWGS 1 1 1 1 1 2'-0" 3'-8" 6'-8" 9'-0" INTERIOR STOREFRONT, 2" WIDE PROFILE, MATTE BLACK FINISH PT-16 PT-30TYP. TYP. 8'-0"2" MIN. 3'-0" EQ EQ EQ EQ EQ EQ 9'-0" 8"6'-10"8" LVT-10 PT-16 PT-30 MIR-13 MIR-13 MIR-13MIR-13MIR-13MIR-13 MF-10 MF-10 MITER CORNERS, TYP. CONTINUOUS, TYP. TYP. TYP. TYP. TYP. TYP. 8" PT-16 PT-30 WB-13 PT-16 PT-30 WB-13 PT-16 RECEPTACLES AND DATA REQUIRED BY FITNESS EQUIPMENT CURRENTLY NOT SHOWN ON THIS ELEVATION. FITNESS CONSULTANT/OWNER TO CONFIRM ALL LOCATIONS IN RELATION TO EQUIPMENT. (FINISH TBD; CENTERLINES TO ALIGN THROUGHOUT THE ROOM; KEEP 2" APART WHEN OCCURING IN PAIRS) PT-16 WB-13 PT-16 PT-30TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP.TYP. TYP. SCHEDULED RECEPTACLE - RE: ELEC. DWGS 1'-6" ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATE DESCRIPTION As indicated INTERIOR ELEVATIONS ID607 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/2" = 1'-0" 2 FITNESS CENTER - LOOKING VERY NORTH 1/2" = 1'-0" 3 YOGA STUDIO - LOOKING NORTH 1/2" = 1'-0" 5 YOGA STUDIO - LOOKING EAST 1/2" = 1'-0" 4 YOGA STUDIO - LOOKING SOUTH 1/2" = 1'-0" 6 YOGA STUDIO - LOOKING WEST 1/2" = 1'-0" 1 FITNESS CENTER - LOOKING WEST 1 ADJUSTED PER ARCH. BACKGROUND CHANGES. 1 12.23.2020 PERMIT SET 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET 1 1 1 ALIGN ALIGN ALIGN GENERAL NOTES 1. SEE INTERIOR DETAILS ID700s AND FINISH SCHEDULES ID800s FOR ADDITIONAL INFORMATION. 2. ALL TV DIMENSIONS AND LOCATIONS SHOWN HAVE TO BE VERIFIED/CONFIRMED BY OWNER. CONFIRM FINAL LOCATIONS W/ INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. 3. ALL LOCATIONS AND FINISHES WHERE THERE IS AN OPTION FOR WALL DEVICES EXPOSED TO VIEW IN AMENITY SPACES CURRENTLY NOT SHOWN IN THE ID600 SERIES (SUCH AS SENSORS, CONCEALED SPRINKLER HEADS, THERMOSTATS, CONTROL PANELS, CONTROLS, DOOR ACCESS CONTROL, ACCESS PANELS, ETC.) TO BE CONFIRMED W/ INTERIOR DESIGNER PRIOR & OWNER TO INSTALLATION. 4. ANY VARIATION OF WHAT IS SHOWN IN THESE ELEVATION VIOLATING CODE REQUIREMENTS TO BE DISCUSSED W/ INTERIOR DESIGNER PRIOR TO RELOCATION. 5. CENTERLINES OF WALL DEVICES IN THE SAME AREA/ ON THE SAME ELEVATION SHALL ALIGN IN VERTICAL AND HORIZONTAL DIRECTION AS SHOWN. 6. ALL WALL SPRINKLER HEADS IN AMENITY SPACES TO BE CONCEALED. CONFIRM ALL LOCATIONS AND FINISHES W/ INTERIOR DESIGNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 7. ALL WALL SLOT DIFFUSER IN AMENITY SPACES TO BE MUD-IN TYPE UNLESS NOTED OTHERWISE. COORDINATE LENGTHS AND LOCATIONS AS INDICATED IN THESE ELEVATIONS. VERIFY LENGTHS IN FIELD TO MEET DESIGN INTENT PRIOR TO INSTALLATION. 8. ALIGN WALL & CEILING CONTROL JOINTS, TYPICAL. LOCATIONS SHALL BE REVIEWED AND ACCEPTED BY INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. 9. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS, ETC. FOR ALL WALL MOUNTED ACCESS PANELS, LIGHT FIXTURES & OTHER EQUIPMENT OR DEVICES AS REQ'D. 10. REFER TO ID DRAWINGS FOR LIGHT FIXTURE LOCATIONS. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPE, SWITCHING & LAMPING. ANY POSSIBLE DISCREPANCIES W/ ID DWGS TO BE COORDINATED AND CONFIRMED W/ INTERIOR DESIGNER PRIOR TO INSTALLATION. 11. FOR ALL PENDANTS IN AMENITY SPACES, CONFIRM FINAL HEIGHTS W/ INTERIOR DESIGNER AND OWNER IN FIELD PRIOR TO INSTALLATION. 12. ALL CAMERA LOCATIONS AND FINISHES TO BE COORDINATED AND CONFIRMED W/ INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 13. ALL AV DEVICE LOCATIONS (INCLUDING SPEAKERS, PER AV DWGS) AND FINISHES TO BE COORDINATED AND CONFIRMED W/ ID & OWNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 14. ANY REMOVABLE FURNITURE SHOWN IS PART OF FF&E, UNLESS NOTED OTHERWISE. MAX. 2'-10" 1'-0" PF-23 PF-22 9 FULL TILES 6'-0"+/6" DOOR AS SCHEDULED, PTD., TO MATCH ADJACENT WALL MEL-12 PT-30 WB-12 MEL-12 PT-17 PF-20 TR-15 WT-10 PC-10 ST-11 AD4 AL4 GL-10 TR-10 ID706 2 WT-17 TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. SCHEDULED SWITCH RE: ELEC. DWGS; SATIN SS STEEL FINISH 10" START TILING HERE 3'-8" 1'-2 1/4" 2'-8" MAX. 2'-10" AL4 MIN. 2'-3" PF-20 PF-21 6" 1'-2" MEL-12 PT-30 WB-12 MEL-12 PT-17 PC-10 ST-11 PUL-13 AD4 AD4 AD4 PROVIDE ADA COMPLIANT SKIRT (AS TIGHT AS POSSIBLE) - FIXED PANEL SCHEDULED RECEPTACLES - RE: ELEC. DWGS; SATIN SS STEEL FINISH PROVIDE FINISHED FACE CONTINUOUS LINEAR LIGHT FIXTURE AS SCHEDULED (SILVER MATTE FINISH) - FULL LENGTH (V.I.F.); SECURILY ATTACHED (CONCEALED FASTEN METHOD; PROVIDE END CAPS); ALL WIRES TO BE CONCEALED - SEE ID401_R RECESSED SCHEDULED PUCK LIGHT FIXTURES - (SILVER MATTE FINISH); CONCEALED WIRES; TYP. - SEE ID401_R 4 1/2" PROVIDE FINISHED FACE, TYP. AT ENDS CONTINUOUS PUL-17 PUL-17 TYPICAL NOTE: USE CONCEALED FASTEN METHOD FOR ENTIRE MILLWORK; SECURILY ATTACHED TO SUBSTRATE. 8" 8" TYP. TYP. TYP. TYP. TYP. TYP. SD-1 COVER - RE: PLUMBING DWGS EQ EQ 6" DECAL - DECORATION AREA DOOR AS SCHEDULED, PTD., TO MATCH ADJACENT WALL MEL-12 PT-30 WB-12 MEL-12 PT-17 PC-10 ST-11 WB-12 AD4 AL4 CABINET PULL - TYP. (INTEGRATED ALUMINUM "J" HANDLE); PROVIDE ALL REQUIRED HARDWARE FOR DRAWER, AS PER MANUFACTURER RECOMMENDATION, TYP. CONCEALED STEEL CARRIER IN THE WALL; AS REQUIRED, TYP. TYP.TYP.TYP. TYP. TYP. TYP. TYP. TYP. 9 FULL TILES 6'-0"+/PT-30 TR-15 WT-10 PC-10 GL-10 TR-10 1'-9"6 1/2" 6 1/2" MAX. 2'-10" PF-23 SCHEDULED RECEPTACLE SATIN SS STEEL FINISH 1'-6" 1'-0" WT-17 TYP. CONTINUOUS TYP. TYP. TYP. TYP. WALL MOUNTED FIRE ALARM DEVICE - SEE ELEC. DWGS.; FINISH: WHITE START TILING HERE ID708 2 10"8 '-2" PT-30 ST-17 PUL-14 CPT-10 THIS WALL TO HOUSE TRANSIT SCREEN AS SCHEDULED (CONFIRM W/ OWNER). PROVIDE ADEQUATE BLOCKING TO SUPPORT. COORDINATE LOCATION OF SUPPLY DUPLEX ELECTRICAL OUTLET AND DATA - NOT EXPOSED TO VIEW, TYP. - ANY CONTROLS AT 4' MAX. MAX. 2'-10" MEL-11 WC-11 TOE KICK, MADE OF ALUMINUM, STEEL FINISH CONTINUOUS FILLER PANEL, TYP. PROVIDE LOCK ON EACH CABINET AS PER OWNER ADVICE, SATIN STAINLESS STEEL FINISH, TYP. - CONFIRM FINAL LOCATION W/ INTERIOR DESIGNER/OWNER TYP. TYP. EQEQ TYP. TYP. TYP. TYP. 6" PROVIDE ADEQUATE BLOCKING IN WALL FOR FUTURE ART PT-30 WB-10 ART-1 PT-19 CPT-10 3'-0" 9'-0" 1'-0" EQ EQ 1'-6" MUD-IN ACCESS PANEL COORDINATE W/ ARCH. DWGS AND CONFIRM EXACT LOCATION W/ ID PRIOR TO INSTALLATION 5'-0" 5'-0" SCHEDULED RECEPTACLES; - RE: ELEC. DWGS TYP. TYP. TYP. TYP. TYP. PT-30 TYP. ACL2 PTD. SILL, TYP. EQ EQ PT-30 WB-10 PT-19 CPT-10 6" TYP. TYP. TYP. TYP. INTERIOR STOREFRONT, 2" WIDE PROFILE, MATTE BLACK FINISH PT-30 WB-10 PT-19 CPT-10 6" PT-19 PT-19 PT-30 ST-17 SCHEDULED FEC, RECESSED SEE ARCH. DWGS 1'-6" MIN. 2"8 '-0" 8'-2" 9'-0" SCHEDULED SWITCH RE: ELEC. DWGS SCHEDULED THERMOSTAT RE: MECH. DWGS10"10" TYP. TYP. TYP. TYP. TYP. TYP. TYP. WALL MOUNTED FIRE ALARM DEVICE SEE ELEC. DWGS.; FINISH: WHITE 3'-8" 3'-8" ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATE DESCRIPTION As indicated INTERIOR ELEVATIONS ID608 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/2" = 1'-0" 1 PET SPA - LOOKING NORTH 1/2" = 1'-0" 2 PET SPA - LOOKING EAST 1/2" = 1'-0" 3 PET SPA - LOOKING SOUTH 1/2" = 1'-0" 4 PET SPA - LOOKING WEST 1/2" = 1'-0" 5 LEASING OFFICE - LOOKING NORTH 1/2" = 1'-0" 6 LEASING OFFICE - LOOKING EAST 1/2" = 1'-0" 7 LEASING OFFICE - LOOKING SOUTH 1/2" = 1'-0" 8 LEASING OFFICE - LOOKING WEST 1 1 1 1 1 ADJUSTED PER ARCH. BACKGROUND CHANGES. 1 12.23.2020 PERMIT SET 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET GENERAL NOTES 1. SEE INTERIOR DETAILS ID700s AND FINISH SCHEDULES ID800s FOR ADDITIONAL INFORMATION. 2. ALL LOCATIONS AND FINISHES WHERE THERE IS AN OPTION FOR WALL DEVICES EXPOSED TO VIEW IN AMENITY SPACES CURRENTLY NOT SHOWN IN THE ID600 SERIES (SUCH AS SENSORS, CONCEALED SPRINKLER HEADS, THERMOSTATS, CONTROL PANELS, CONTROLS, DOOR ACCESS CONTROL, ACCESS PANELS, ETC.) TO BE CONFIRMED W/ INTERIOR DESIGNER PRIOR & OWNER TO INSTALLATION. 3. ANY VARIATION OF WHAT IS SHOWN IN THESE ELEVATION VIOLATING CODE REQUIREMENTS TO BE DISCUSSED W/ INTERIOR DESIGNER PRIOR TO RELOCATION. 4. CENTERLINES OF WALL DEVICES IN THE SAME AREA/ ON THE SAME ELEVATION SHALL ALIGN IN VERTICAL AND HORIZONTAL DIRECTION AS SHOWN. 5. ALL WALL SPRINKLER HEADS IN AMENITY SPACES TO BE CONCEALED. CONFIRM ALL LOCATIONS AND FINISHES W/ INTERIOR DESIGNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 6. PROVIDE CONTROL JOINTS IN SUSPENDED GYPSUM BOARD CEILING AND WALLS AS SHOWN AND/OR AS REQ'D BY CEILING CONSTRUCTION. KEEP REQUIRED GWB CONTROL JOINTS AT LEAST 5'-0" AWAY FROM ANY UNIT ENTRANCE DOOR. LOCATIONS SHALL BE SUBMITTED FOR REVIEW & APPROVAL BY INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. ALIGN WALL & CEILING CONTROL JOINTS, TYPICAL. 7. CONTRACTOR SHALL PROVIDE ACCESS PANELS (MUD-IN TYPE) IN SUSPENDED GYP BOARD CEILING/WALLS AS SHOWN ON ID, ARCH & MEP DRAWINGS AND/OR AS REQ'D TO SERVICE MEP/FP SYSTEMS & EQUIPMENT. LOCATIONS IN AMENITY NOT SHOWN ON ID DRAWINGS SHALL BE SUBMITTED FOR REVIEW & APPROVAL BY INTERIOR DESIGNER, ARCHITECT & OWNER PRIOR TO INSTALLATION. 8. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS, ETC. FOR ALL WALL MOUNTED ACCESS PANELS, LIGHT FIXTURES & OTHER EQUIPMENT OR DEVICES AS REQ'D. 9. REFER TO ID DRAWINGS FOR LIGHT FIXTURE LOCATIONS. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPE, SWITCHING & LAMPING. ANY POSSIBLE DISCREPANCIES W/ ID DWGS TO BE COORDINATED AND CONFIRMED W/ INTERIOR DESIGNER PRIOR TO INSTALLATION. 10. ALL CAMERA LOCATIONS AND FINISHES TO BE COORDINATED AND CONFIRMED W/ INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 11. ALL AV DEVICE LOCATIONS AND FINISHES TO BE COORDINATED AND CONFIRMED W/ ID & OWNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. WC-21 WB-20 TYP. TYP. X X X MIN. 9 3/4" EXTEND WALL COVERING TO THE CORNER TYP. IN END/CORNER CONDITIONS ID710 1 PT-22 WB-20 PT-22 PT-21 PT-20 PT-20PT-20 WB-20 PT-21 PT-20 WC-21 WB-20 WB-20 PT-20 PT-20 6" TYP. TR-16 TYP. @ ALL UNIT ENTRANCES X X X X X X X X X X X X TYP. TYP. TYP. TYP. WC-21 TYP. WC-21 TYP. WC-21 TYP. TYP. TYP. TYP. TYP. 6" EQEQ 6'-8" WALL MOUNTED FIRE ALARM DEVICE SEE ELEC. DWGS.; FINISH: WHITE 1'-6" SCHEDULED RECEPTACLE RE: ELEC. DWGS 1'-6" SCHEDULED RECEPTACLE RE: ELEC. DWGS EQEQ PT-22 WB-20 PT-22 PT-20WC-21 WB-20 WC-21 PT-20PT-20OPEN PT-21 PT-21 PT-21 TYP. TYP. TYP. TYP. TYP. 6" TR-16 TR-16 TO ALIGN ON WALLS, FLOOR (IN NORTH ONLY) AND CEILINGS; TYP. IN ACCENT AREA AT ELEVATOR LOBBY 1 PT-22 WB-20 PT-22 PT-20OPEN PT-21PT-21 WC-21 TYP. 1'-6" SCHEDULED FEC, RECESSED X X X TYP. TYP. TYP. TYP. TYP. 6" SCHEDULED RECEPTACLE RE: ELEC. DWGS 1'-6" PT-22 WB-20 PT-22 PT-20PT-20 PT-21 PT-21 TYP. TYP. TYP. TYP. 6" CLEAN, CRISP, STRAIGHT EDGES TO ALIGN ON WALLS, FLOORS AND CEILINGS; TYP. IN ALL ACCENT AREAS ID708 3 Sim TYP. ID708 3 Sim TYP. /MIR. DOOR DOOR ACLCDOOR AS SCHEDULED, PTD., TO MATCH ADJACENT WALL DOOR AS SCHEDULED, PTD., TO MATCH ADJACENT WALL SATIN SS STEEL FINISH FOR DOORS AND FRAMES EXTEND ALL UP TO CEILING OF COVE, TYP. FOR ALL ELEVATOR LOBBIES OUTLET FOR PORTABLE FIREMAN'S TELEPHONE (PROVIDE POWER), SATIN SS FINISHPT-20 PT-21 WB-20 PT-22 PT-22 PT-20 PT-21 WB-20 WC-21 WC-21 PT-20 WB-20 WC-21 WC-21WC-21 WB-20 WC-21 HALL LANTERN (WHITE LIGHTS, TYP.) & FLOOR INDICATOR, SATIN SS FINISH (SCREWLESS ATTACHMENT); TYP. CONTINUOUS DOOR FRAME, FULL HEIGHT (NO SEAMS); TYPICAL AT ALL ELEVATOR DOORS, SATIN SS STEEL FINISH PT-20 WB-20 PT-21 SG-11 X X XX X X X X X 6" 6" TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. 7'-0" 1'-6" SCHEDULED RECEPTACLE RE: ELEC. DWGS EQ EQ 1'-6" WALL MOUNTED FIRE ALARM DEVICE SEE ELEC. DWGS.; FINISH: WHITE 6'-8" EQEQ 3'-6" ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATE DESCRIPTION As indicated TYPICAL CORRIDOR ELEVATIONS ID610 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/2" = 1'-0" 1 TYP. SOUTH CORRIDOR - LOOKING WEST 1/2" = 1'-0" 2 TYP. SOUTH CORRIDOR - LOOKING NORTH 1/2" = 1'-0" 3 TYP. CORRIDOR ELEVATOR LOBBY - LOOKING WEST 1/2" = 1'-0" 5 TYP. CORRIDOR ELEVATOR LOBBY - LOOKING EAST 1/2" = 1'-0" 4 TYP. CORRIDOR ELEVATOR LOBBY - LOOKING WEST_2 1/2" = 1'-0" 6 TYP. CORRIDOR ELEVATOR LOBBY - LOOKING EAST_2 1 1 1 1 1 WC-20 IN ACCENT AREAS CHANGED TO PT-22. ALL TR-16 IN ACCENT AREAS REMOVED, U.N.O. 1 1 1 FIRE ALARM DEVICES AND RECEPTACLES SHOWN FOR COORDINATION, PER ELEC. DWGS. 1 1 1 1 11 1 ADJUSTED PER ARCH. BACKGROUND CHANGES. 1 12.23.2020 PERMIT SET 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET GENERAL NOTES 1. SEE INTERIOR DETAILS ID700s AND FINISH SCHEDULES ID800s FOR ADDITIONAL INFORMATION. 2. ALL LOCATIONS AND FINISHES WHERE THERE IS AN OPTION FOR WALL DEVICES EXPOSED TO VIEW IN AMENITY SPACES CURRENTLY NOT SHOWN IN THE ID600 SERIES (SUCH AS SENSORS, CONCEALED SPRINKLER HEADS, THERMOSTATS, CONTROL PANELS, CONTROLS, DOOR ACCESS CONTROL, ACCESS PANELS, ETC.) TO BE CONFIRMED W/ INTERIOR DESIGNER PRIOR & OWNER TO INSTALLATION. 3. ANY VARIATION OF WHAT IS SHOWN IN THESE ELEVATION VIOLATING CODE REQUIREMENTS TO BE DISCUSSED W/ INTERIOR DESIGNER PRIOR TO RELOCATION. 4. CENTERLINES OF WALL DEVICES IN THE SAME AREA/ ON THE SAME ELEVATION SHALL ALIGN IN VERTICAL AND HORIZONTAL DIRECTION AS SHOWN. 5. ALL WALL SPRINKLER HEADS IN AMENITY SPACES TO BE CONCEALED. CONFIRM ALL LOCATIONS AND FINISHES W/ INTERIOR DESIGNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 6. PROVIDE CONTROL JOINTS IN SUSPENDED GYPSUM BOARD CEILING AND WALLS AS SHOWN AND/OR AS REQ'D BY CEILING CONSTRUCTION. KEEP REQUIRED GWB CONTROL JOINTS AT LEAST 5'-0" AWAY FROM ANY UNIT ENTRANCE DOOR. LOCATIONS SHALL BE SUBMITTED FOR REVIEW & APPROVAL BY INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. ALIGN WALL & CEILING CONTROL JOINTS, TYPICAL. 7. CONTRACTOR SHALL PROVIDE ACCESS PANELS (MUD-IN TYPE) IN SUSPENDED GYP BOARD CEILING/WALLS AS SHOWN ON ID, ARCH & MEP DRAWINGS AND/OR AS REQ'D TO SERVICE MEP/FP SYSTEMS & EQUIPMENT. LOCATIONS IN AMENITY NOT SHOWN ON ID DRAWINGS SHALL BE SUBMITTED FOR REVIEW & APPROVAL BY INTERIOR DESIGNER, ARCHITECT & OWNER PRIOR TO INSTALLATION. 8. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS, ETC. FOR ALL WALL MOUNTED ACCESS PANELS, LIGHT FIXTURES & OTHER EQUIPMENT OR DEVICES AS REQ'D. 9. REFER TO ID DRAWINGS FOR LIGHT FIXTURE LOCATIONS. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPE, SWITCHING & LAMPING. ANY POSSIBLE DISCREPANCIES W/ ID DWGS TO BE COORDINATED AND CONFIRMED W/ INTERIOR DESIGNER PRIOR TO INSTALLATION. 10. ALL CAMERA LOCATIONS AND FINISHES TO BE COORDINATED AND CONFIRMED W/ INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 11. ALL AV DEVICE LOCATIONS AND FINISHES TO BE COORDINATED AND CONFIRMED W/ ID & OWNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. OPEN PT-20 WB-20 PT-21 WC-21 PT-20 WB-20 PT-21 TYP. TYP. TYP. TYP. TYP. 6" X X X EQ EQ 6'-8" WALL MOUNTED FIRE ALARM DEVICE SEE ELEC. DWGS.; FINISH: WHITE EXTEND WALL COVERING TO THE CORNER TYP. IN END/CORNER CONDITIONS OPENPT-22 PT-22 PT-22 PT-22 PT-20 WB-20 PT-21 PT-20 PT-21 TYP. TYP.TYP. 6" SCHEDULED RECEPTACLE RE: ELEC. DWGS EQEQ 1'-6" 6'-8" WALL MOUNTED FIRE ALARM DEVICE SEE ELEC. DWGS.; FINISH: WHITE PT-20 WB-20 PT-21 PT-20 WB-20 PT-21 PT-22 PT-22WC-21 X X X 5'-0" SEE ID_RCPs AWC_B TYP.TYP. TYP. TYP. TYP. 6" TYP. WALL MOUNTED FIRE ALARM DEVICE SEE ELEC. DWGS.; FINISH: WHITE SCHEDULED RECEPTACLE RE: ELEC. DWGS 1'-6" EQEQ 6'-8" PT-20 WB-20 PT-21 PT-22 PT-22 PT-22 PT-22 WB-20 WC-21 PT-21PT-20 DOOR AS SCHEDULED, PTD., TO MATCH ADJACENT WALL X X X 6" TYP.TYP. TYP. TYP. WB-20 10" 5'-0" AWC_B CLEAN, CRISP, STRAIGHT EDGES TO ALIGN ON WALLS, FLOORS AND CEILINGS; TYP. IN ALL ACCENT AREAS PT-20 TYP. ID708 3 Sim TYP. ID708 3 Sim/MIR. OPEN PT-20 WB-20 PT-21 PT-20 WB-20 PT-21 5'-0" AWC_B EQ EQ 6" TYP. TYP. TYP. TYP. SCHEDULED RECEPTACLE RE: ELEC. DWGS 1'-6" PT-20 WB-20 PT-21 PT-20 WB-20 PT-21 PT-20 WB-20 PT-21 PT-22 PT-22 WC-21 WC-21DOOR AS SCHEDULED, PTD., TO MATCH ADJACENT WALL 6" ID710 1 Sim TYP. TR-16 TYP. @ ALL UNIT ENTRANCES 1'-6" SCHEDULED FEC, RECESSED 8'-0" 7'-10" X X X TYP.TYP.TYP.TYP. TYP. TYP. TYP. TYP. TYP. WB-20TYP. 10" 5'-0" AWC_B X X X EXTEND WALL COVERING TO THE CORNER TYP. IN END/CORNER CONDITIONS WC-21 PT-21 6" WB-20 TYP. TYP. TYP. X X X EXTEND WALL COVERING TO THE CORNER TYP. IN END/CORNER CONDITIONS MIN. 9 3/4" ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION As indicated TYPICAL CORRIDOR ELEVATIONS ID611 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/2" = 1'-0" 1 TYP. NORTH CORRIDOR -LOOKING NORTH 1/2" = 1'-0" 2 TYP. NORTH CORRIDOR -LOOKING WEST 1/2" = 1'-0" 3 TYP. NORTH CORRIDOR -LOOKING WEST_2 1/2" = 1'-0" 6 TYP. NORTH CORRIDOR -LOOKING EAST_2 1/2" = 1'-0" 7 TYP. NORTH CORRIDOR -LOOKING SOUTH 1/2" = 1'-0" 5 TYP. NORTH CORRIDOR -LOOKING EAST 1/2" = 1'-0" 4 TYP. NORTH COR. -LOOKING NORTH_2 WC-20 IN ACCENT AREAS CHANGED TO PT-22. ALL TR-16 IN ACCENT AREAS REMOVED, U.N.O. 1 1 1 FIRE ALARM DEVICES AND RECEPTACLES SHOWN FOR COORDINATION, PER ELEC. DWGS. 1 1 1 1 1 1 1 ADJUSTED PER ARCH. BACKGROUND CHANGES. 1 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET ALIGN GENERAL NOTES 1. SEE INTERIOR DETAILS ID700s AND FINISH SCHEDULES ID800s FOR ADDITIONAL INFORMATION. 2. ALL LOCATIONS AND FINISHES WHERE THERE IS AN OPTION FOR WALL DEVICES EXPOSED TO VIEW IN AMENITY SPACES CURRENTLY NOT SHOWN IN THE ID600 SERIES (SUCH AS SENSORS, CONCEALED SPRINKLER HEADS, THERMOSTATS, CONTROL PANELS, CONTROLS, DOOR ACCESS CONTROL, ACCESS PANELS, ETC.) TO BE CONFIRMED W/ INTERIOR DESIGNER PRIOR & OWNER TO INSTALLATION. 3. ANY VARIATION OF WHAT IS SHOWN IN THESE ELEVATION VIOLATING CODE REQUIREMENTS TO BE DISCUSSED W/ INTERIOR DESIGNER PRIOR TO RELOCATION. 4. CENTERLINES OF WALL DEVICES IN THE SAME AREA/ ON THE SAME ELEVATION SHALL ALIGN IN VERTICAL AND HORIZONTAL DIRECTION AS SHOWN. 5. ALL WALL SPRINKLER HEADS IN AMENITY SPACES TO BE CONCEALED. CONFIRM ALL LOCATIONS AND FINISHES W/ INTERIOR DESIGNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 6. PROVIDE CONTROL JOINTS IN SUSPENDED GYPSUM BOARD CEILING AND WALLS AS SHOWN AND/OR AS REQ'D BY CEILING CONSTRUCTION. KEEP REQUIRED GWB CONTROL JOINTS AT LEAST 5'-0" AWAY FROM ANY UNIT ENTRANCE DOOR. LOCATIONS SHALL BE SUBMITTED FOR REVIEW & APPROVAL BY INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. ALIGN WALL & CEILING CONTROL JOINTS, TYPICAL. 7. CONTRACTOR SHALL PROVIDE ACCESS PANELS (MUD-IN TYPE) IN SUSPENDED GYP BOARD CEILING/WALLS AS SHOWN ON ID, ARCH & MEP DRAWINGS AND/OR AS REQ'D TO SERVICE MEP/FP SYSTEMS & EQUIPMENT. LOCATIONS IN AMENITY NOT SHOWN ON ID DRAWINGS SHALL BE SUBMITTED FOR REVIEW & APPROVAL BY INTERIOR DESIGNER, ARCHITECT & OWNER PRIOR TO INSTALLATION. 8. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS, ETC. FOR ALL WALL MOUNTED ACCESS PANELS, LIGHT FIXTURES & OTHER EQUIPMENT OR DEVICES AS REQ'D. 9. REFER TO ID DRAWINGS FOR LIGHT FIXTURE LOCATIONS. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPE, SWITCHING & LAMPING. ANY POSSIBLE DISCREPANCIES W/ ID DWGS TO BE COORDINATED AND CONFIRMED W/ INTERIOR DESIGNER PRIOR TO INSTALLATION. 10. ALL CAMERA LOCATIONS AND FINISHES TO BE COORDINATED AND CONFIRMED W/ INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 11. ALL AV DEVICE LOCATIONS AND FINISHES TO BE COORDINATED AND CONFIRMED W/ ID & OWNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. PT-22 WB-20 PT-22 PT-20PT-20OPEN PT-20 WB-20 PT-21 WB-20 PT-21WC-21DOOR AS SCHEDULED, PTD., TO MATCH ADJACENT WALL WC-21 TR-16 X X X 5'-0" AWC_B SEE ID_RCPs TYP.TYP. TYP. TYP. TYP.TYP. WALL MOUNTED FIRE ALARM DEVICE SEE ELEC. DWGS.; FINISH: WHITE 6'-8" SCHEDULED RECEPTACLE RE: ELEC. DWGS 1'-6" EQEQ SCHEDULED RECEPTACLE RE: ELEC. DWGS 1'-6" EQEQ 1'-6" 1'-0" SCHEDULED RECEPTACLE RE: ELEC. DWGS TO ALIGN WITH WALL JUG ON OPPOSITE WALL 4'-1 1/2"+/6" OPENPT-20 WB-20 PT-21 PT-20 WB-20 PT-20 WB-20 PT-20 WB-20 WB-20 WC-21 WC-21 DOOR AS SCHEDULED, PTD., TO MATCH ADJACENT WALL SCHEDULED FEC, RECESSED EQ EQ X X X X X X X X X TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. 6'-8" WALL MOUNTED FIRE ALARM DEVICE SEE ELEC. DWGS.; FINISH: WHITE SCHEDULED RECEPTACLE RE: ELEC. DWGS EQEQ 1'-6" SCHEDULED RECEPTACLE RE: ELEC. DWGS 1'-6" 6" PT-22 WB-20 PT-22 PT-20 WB-20 PT-21 PT-20 WB-20 PT-21WC-21 WC-21 ID710 1 Sim TYP. WB-20 TR-16 TR-16 X X X 6'-8" AWC_B TYP. @ ALL UNIT ENTRANCES TYP. TYP. TYP. TYP. TYP. TYP. TYP.TYP.TYP. X X X SCHEDULED RECEPTACLE RE: ELEC. DWGS 1'-6" 8'-0" 5'-0" RE: RCP FOR LOCATION 6" EXTEND WALL COVERING TO THE CORNER TYP. IN END/CORNER CONDITIONS PT-22 WB-20 PT-22 PT-20PT-20 PT-20 WB-20 PT-20 PT-21PT-21 DOOR AS SCHEDULED, PTD., TO MATCH ADJACENT WALL EQ EQ SCHEDULED FEC, RECESSED TYP. TYP. TYP. TYP. CLEAN, CRISP, STRAIGHT EDGES TO ALIGN ON WALLS, FLOORS AND CEILINGS; TYP. IN ALL ACCENT AREAS 6" WALL MOUNTED EXIT SIGN ID708 3 Sim TYP. ID708 3 Sim TYP. /MIR. PT-22 WB-20 PT-22 PT-20 PT-21 PT-21 OPEN TYP. TYP. TYP. TYP. 6'-8" WALL MOUNTED FIRE ALARM DEVICE SEE ELEC. DWGS.; FINISH: WHITE SCHEDULED RECEPTACLE RE: ELEC. DWGS 1'-6" 6" EQEQ ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATE DESCRIPTION As indicated TYPICAL CORRIDOR ELEVATIONS ID612 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/2" = 1'-0" 1 TYP. SOUTH CORRIDOR - LOOKING NORTH_2 1/2" = 1'-0" 2 TYP. SOUTH CORRIDOR - LOOKING NORTH_3 1/2" = 1'-0" 3 TYP. SOUTH CORRIDOR - LOOKING WEST_2 1/2" = 1'-0" 4 TYP. SOUTH CORRIDOR - LOOKING NORTH_4 1/2" = 1'-0" 5 TYP. SOUTH CORRIDOR - LOOKING SOUTH 1 1 WC-20 IN ACCENT AREAS CHANGED TO PT-22. ALL TR-16 IN ACCENT AREAS REMOVED, U.N.O. 1 FIRE ALARM DEVICES AND RECEPTACLES SHOWN FOR COORDINATION, PER ELEC. DWGS. 1 1 1 1 1 ADJUSTED PER ARCH. BACKGROUND CHANGES. 1 1 12.23.2020 PERMIT SET 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET ALIGN GENERAL NOTES 1. SEE INTERIOR DETAILS ID700s AND FINISH SCHEDULES ID800s FOR ADDITIONAL INFORMATION. 2. ALL LOCATIONS AND FINISHES WHERE THERE IS AN OPTION FOR WALL DEVICES EXPOSED TO VIEW IN AMENITY SPACES CURRENTLY NOT SHOWN IN THE ID600 SERIES (SUCH AS SENSORS, CONCEALED SPRINKLER HEADS, THERMOSTATS, CONTROL PANELS, CONTROLS, DOOR ACCESS CONTROL, ACCESS PANELS, ETC.) TO BE CONFIRMED W/ INTERIOR DESIGNER PRIOR & OWNER TO INSTALLATION. 3. ANY VARIATION OF WHAT IS SHOWN IN THESE ELEVATION VIOLATING CODE REQUIREMENTS TO BE DISCUSSED W/ INTERIOR DESIGNER PRIOR TO RELOCATION. 4. CENTERLINES OF WALL DEVICES IN THE SAME AREA/ ON THE SAME ELEVATION SHALL ALIGN IN VERTICAL AND HORIZONTAL DIRECTION AS SHOWN. 5. ALL WALL SPRINKLER HEADS IN AMENITY SPACES TO BE CONCEALED. CONFIRM ALL LOCATIONS AND FINISHES W/ INTERIOR DESIGNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 6. PROVIDE CONTROL JOINTS IN SUSPENDED GYPSUM BOARD CEILING AND WALLS AS SHOWN AND/OR AS REQ'D BY CEILING CONSTRUCTION. KEEP REQUIRED GWB CONTROL JOINTS AT LEAST 5'-0" AWAY FROM ANY UNIT ENTRANCE DOOR. LOCATIONS SHALL BE SUBMITTED FOR REVIEW & APPROVAL BY INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. ALIGN WALL & CEILING CONTROL JOINTS, TYPICAL. 7. CONTRACTOR SHALL PROVIDE ACCESS PANELS (MUD-IN TYPE) IN SUSPENDED GYP BOARD CEILING/WALLS AS SHOWN ON ID, ARCH & MEP DRAWINGS AND/OR AS REQ'D TO SERVICE MEP/FP SYSTEMS & EQUIPMENT. LOCATIONS IN AMENITY NOT SHOWN ON ID DRAWINGS SHALL BE SUBMITTED FOR REVIEW & APPROVAL BY INTERIOR DESIGNER, ARCHITECT & OWNER PRIOR TO INSTALLATION. 8. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS, ETC. FOR ALL WALL MOUNTED ACCESS PANELS, LIGHT FIXTURES & OTHER EQUIPMENT OR DEVICES AS REQ'D. 9. REFER TO ID DRAWINGS FOR LIGHT FIXTURE LOCATIONS. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPE, SWITCHING & LAMPING. ANY POSSIBLE DISCREPANCIES W/ ID DWGS TO BE COORDINATED AND CONFIRMED W/ INTERIOR DESIGNER PRIOR TO INSTALLATION. 10. ALL CAMERA LOCATIONS AND FINISHES TO BE COORDINATED AND CONFIRMED W/ INTERIOR DESIGNER & OWNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. 11. ALL AV DEVICE LOCATIONS AND FINISHES TO BE COORDINATED AND CONFIRMED W/ ID & OWNER PRIOR TO INSTALLATION. CURRENTLY NOT SHOWN. PT-22 WB-20 PT-22 PT-20 PT-20OPEN WB-20 PT-21 PT-21 PT-20 WB-20 PT-21 WC-21 DOOR AS SCHEDULED, PTD., TO MATCH ADJACENT WALL X X X TYP. TYP. TYP. TYP. TYP. TYP. TYP.TYP. 6" PT-20 WB-20 PT-21 PT-20 WB-20 WC-21 PT-20 WB-20 PT-21 PT-20 WB-20 WC-21 PT-20 WB-20 PT-21WC-21 ID710 1 Sim TYP. TR-16 X X XX X X X X X X X X TYP. @ ALL UNIT ENTRANCES TYP. TYP. TYP. TYP. TYP. TYP.TYP. TYP. TYP.TYP. TYP. 6" PT-22 WB-20 PT-22 PT-20 WC-21 PT-20 PT-20 WB-20 PT-21 PT-20 WB-20 PT-20 WB-20 PT-21WC-21 1'-6" SCHEDULED FEC, RECESSED X X X X X X X X X X X X 5'-0" SEE ID_RCPs AWC_B TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. WB-20 TYP. 6" PT-22 WB-20 PT-22 PT-20PT-20 PT-20 WB-20 PT-21 PT-20 WB-20 PT-21 WC-21 WC-21 WC-21 SCHEDULED FEC, RECESSED X X X X X X X X X 1'-6" TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. WB-20 TYP. CLEAN, CRISP, STRAIGHT EDGES TO ALIGN ON WALLS, FLOORS AND CEILINGS; TYP. IN ALL ACCENT AREAS 6" ID708 3 ID708 3 Sim TYP. TYP. /MIR. WC-21 6" WB-20 X X X TYP. TYP. X X X EXTEND WALL COVERING TO THE CORNER TYP. IN END/CORNER CONDITIONS MIN. 9 3/4" ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATE DESCRIPTION As indicated TYPICAL CORRIDOR ELEVATIONS ID613 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/2" = 1'-0" 1 TYP. SOUTH CORRIDOR - LOOKING EAST 1/2" = 1'-0" 2 TYP. SOUTH CORRIDOR - LOOKING SOUTH_2 1/2" = 1'-0" 3 TYP. SOUTH CORRIDOR - LOOKING SOUTH_3 1/2" = 1'-0" 4 TYP. SOUTH CORRIDOR - LOOKING SOUTH_4 1/2" = 1'-0" 5 TYP. SOUTH CORRIDOR - LOOKING EAST_2 WC-20 IN ACCENT AREAS CHANGED TO PT-22. ALL TR-16 IN ACCENT AREAS REMOVED, U.N.O. 1 1 1 FIRE ALARM DEVICES AND RECEPTACLES SHOWN FOR COORDINATION, PER ELEC. DWGS. 1 1 1 1 ADJUSTED PER ARCH. BACKGROUND CHANGES. 1 12.23.2020 PERMIT SET 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET 1 ALIGN GENERAL NOTES 1. SEE PLANS FOR MIRRORED LAYOUT CONDITIONS. 2. PROVIDE BLOCKING FOR GRAB BAR INSTALLATION. 3. ALL DIMENSIONS SHOWN TO A LINE OF WALL ARE TO THE FINISHED SURFACE OF THE WALL, SUCH AS FACE OF TILE OR GYPSUM BOARD. 4. FLOOR TILE IS TO BE INSTALLED UNDERNEATH ALL VANITIES. 5. TOILET FLUSH CONTROLS MUST BE LOCATED ON THE 'OPEN' SIDE OF THE FIXTURE, NOT ON THE 'CLOSED' SIDE OF THE FIXTURE THAT IS CLOSEST TO THE SIDE WALL. 6. SEE ACCESSIBILITY REQUIREMENTS SHEET A600 FOR ADDITIONAL INFORMATION. 7. ALL APPLIANCES TO MEET ADA AND LEED/ENERGY REQUIREMENTS. MAX. 2'-10 1/4" MIN. 2'-3" 08 03 07 8" PT-30 WT-14 WB-14 ST-16 MEL-13 MEL-13 MEL-13 MEL-13 PT-14 TR-13 J-CHANNEL AT TOP AND BOTTOM, SATIN SS FINISH, TYP. CONTINUOUS, NO JOINTS MEL-13 CONTINUOUS FILLER EQ3/4" 1'-2 1/4" 3/4" 3'-0" 3/4" 1'-2 1/4" 3/4" 2'-5 1/4" 3/4" FILLER EQ ALL EXPOSED FACES TO BE FINISHED (MEL-13), TYP. MEL-13 MEL-13 11 04 06 12 1'-6" 6" 2'-2" 1'-10" 7" MAX. 2'-10 1/4" 3'-3" EQEQ 3'-8" PROVIDE ADA COMPLIANT SKIRT (AS TIGHT AS POSSIBLE) -SEE SKIRT DETAIL 2/ID706 SIM. FOR DIMENSIONAL REQUIREMENTS 8"MIN. MIN. 2'-3" MIN. 9" CONCEALED STEEL CARRIER IN THE WALL; AS REQUIRED, TYP. LOCATE AT ENDS AND AT SKIRT SO THEY ARE FULLY CONCEALED 8" PT-30 PT-14 WB-14 SCHEDULED OUTLET SATIN SS FINISH, COVER PLATE 02 ACCESSIBLE TOILET. TOP OF TOILET SEAT IS 17"MIN. -19"MAX. A.F.F. 04 09 05 11 1'-6" 6" 1'-2" 1'-10" 5'-0" 48" MAX. 4'-0" 8" PT-30 PT-14 WB-14 2'-6" 01 03 08 8'-0"2" MAX. 2'-10 1/4" SCHEDULED 2-GANG SWITCH RE: ELEC. DWGS; SATIN SS FINISH, COVER PLATE 48" MAX. 4'-0" EQ EQ 10 1'-10" MAX. 3'-8" 8" PT-30 PT-14 WB-14 8" MIN. 10" WALL MOUNTED FIRE ALARM DEVICE -SEE ELEC. DWGS.; FINISH: WHITE 6'-8" ID6204 2 5 3 1'-10"8"3'-6"1'-0" 7'-0" 6" 3'-0" 5'-0" 3'-8"3'-0"4" 8'-6" 4'-0" 3'-0" 1'-6" T-11 ST-16 EQEQ FLOORING CONTINUES BELOW COUNTER, TYP. FULL TILE SCHEDULED LIGHT FIXTURE SEE RCP ID620 6 TYP. MIR-13 TR-13 WT-14 1 5/8" MTL FRAMING THIN-SET MORTAR, PER MANUF. RECOMMENDATION FULL HEIGHT SCHEDULED STRIP LIGHT FIXTURE W/ LENSE IN COVE (COUNTER TO CEILING, PROVIDE END CAPS); SECURILY ATTACHED; CONCEALED FASTEN METHOD CONTINUOUS ST-16 BELOW ST-16 SERCURILY ATTACHED, CONCEALED FASTEN METHOD -EXTEND BEYOND LIGHT FIXTURE, TYP. BELOW J-CHANNEL AT TOP AND BOTTOM, SATIN SS FINISH, TYP. SCHEDULED PARTITION PARTITION SCHEDULED 5/8" SMOOTH SURFACE PAINTED, MATTE BLACK ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION As indicated TYPICAL BATHROOM ELEVATIONS ID620 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/2" = 1'-0" 2 TYP. BATHROOM -VANITY FRONT 1/2" = 1'-0" 3 TYP. BATHROOM -TOILET SECTION 1/2" = 1'-0" 4 TYP. BATHROOM -TOILET FRONT 1/2" = 1'-0" 5 TYP. BATHROOM -VANITY SECTION 1/2" = 1'-0" 1 TYP. BATHROOM FLOOR PLAN Item NumberDescriptionMountingHeight (A.F.F.)Manufacturer/Product DescriptionRemarks 01SOAP DISPENSERWALLMOCKETT SPD2-SSSPROVIDE REQ'D BLOCKING 02PAPER TOWEL DISPENSER & WASTE RECEPTACLE WALL, RECESSED BOBRICK B-36903; TrimLineSeriesPROVIDE REQ'D BLOCKING; COORDINATE ROUGH OPENING IN WALL 03UNDERMOUNT LAVATORYCOUNTERICERA MUSE GRANDE L-2420-ADA: gloss white; Vitreous china; Undermount sink with overflow; MicroGlaze™ anti-microbial, stain-resistant glaze; ADA COMPLIANT; Inner dimensions: 20-1/4" x 13-1/4"; Outer dimensions: 22-5/8" x 15-1/2" PROVIDE CONCEALED CARRIERS WITHIN WALL 04HANDICAP GRAB BARWALLBOBRICK B-5806 18"PROVIDE REQ'D BLOCKING 05HANDICAP GRAB BARWALLBOBRICK B-5806 36"PROVIDE REQ'D BLOCKING 06HANDICAP GRAB BARWALLBOBRICK B-5806 42"PROVIDE REQ'D BLOCKING 07MIRRORWALLTEMPERED CLEAR MIRROR, POLISHED EDGES, 1/4" THICK, FULL HEIGHT (COUNTER TO CEILING) PROVIDE REQ'D BLOCKING, SEE MIR-12 ON FINISH SCHEDULE 08FAUCETLAVATORYDELTA PIVOTAL, SINGLE HANDLE DECK MOUNT BATHROOM FAUCET, 599-SSMPU-DST; FINISH: STAINLESS; 0.5 GPM (FOR 0.5 GPM PROVIDE AERATOR) 09TOILETFLOORTOTO Nexus Two-Piece Toilet, 1.28 GPF, Elongated Bowl: COLOR: COTTONPROVIDE REQ'D BLOCKING, NOTE: FLUSH VALVE MUST BE INSTALLED AT OPEN SIDE OF FIXTURE (NOT NEXT TO WALL); PROVIDE MATCHING SEAT AND COVER 10ROBE HOOKWALLDELTA, VERO BATH COLECTION, DOUBLE ROBE HOOK, 77736-SS, BRILLIANCE STAINLESS PROVIDE REQ'D BLOCKING 11TISSUE HOLDERWALLDELTA, VERO BATH COLECTION, 77736-SS, BRILLIANCE STAINLESSPROVIDE REQ'D BLOCKING 12SURFACE-MOUNTED SEAT-COVER DISPENSER WALL, RECESSED BOBRICK B-221; ClassicSeriesPROVIDE REQ'D BLOCKING TYP. BATHROOM PLUMBING FIXTURE SCHEDULE TYPICAL NOTE FOR SHELVING: PROVIDE CONCELED FASTEN METHOD AND BLOCKING/IN WALL SUPPORT FOR PROPER SUPPORT. ALL EXPOSED SURFACES TO BE FINISHED. MITER CORNERS, TYP. GENERAL NOTE: ALL PLUMBING FIXTURES AND APPLIANCES TO BE ADA-COMPLAINT 6" = 1'-0" 6 PLAN DETAIL @ VANITY COVE LIGHT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 1 1 1 ALIGN ALIGN ALIGN ALIGN ALIGN 1ST FLOOR 394.54' 2ND FLOOR 406.54' 1ST FLOOR 394.54' 2ND FLOOR 406.54' USPS APPROVED MAILBOXES RE: FINISH SCHEDULE, TYP. NOTE: CONTACT OWNER AND CONFIRM SIZE AND TYPE OF MAILBOXES PRIOR TO CONSTRUCTION. MTL. FLANGE/TRIM TO MATCH MAILBOX FINISH, TYP. PAINTED 3/4" MOISTURE RESISTANT MDF (AREAS BELOW MAILBOXES, TYP.) PAINTED GWB (AREAS ABOVE MAILBOXES, TYP.) TYPICAL ALIGNMENTS SHOWN BUTT JOINT, TYP. TYPICAL ALIGNMENTS SHOWN MTL. FLANGE/TRIM TO MATCH MAILBOX FINISH, TYP. MB-10 4'-5 1/4" +/- (VERIFY W/ MAILBOX SPEC) 31 9/16" ACTUAL SIZE 54" MAX. 3'-2 5/8" +/- (VERIFY W/ MAILBOX SPEC) 36"-48" MAX. 1'-3" 15" MIN. (PARCEL) PT-12 PT-11 PT-12 PT-11A CONFIRM W/ ID PRIOR TO INSTALLATION 1'-2" 8'-2"10" 6" WB-11 1ST FLOOR 394.54' 2ND FLOOR 406.54' 1ST FLOOR 394.54' 2ND FLOOR 406.54' FRAMING & PLYWOOD AS REQUIRED FOR MAILBOX SUPPORT, TYP. PAINTED 3/4" MOISTURE RESISTANT MDF (AREAS BELOW MAILBOXES, TYP.) 3'-4 3/4" R.O. HEIGHT ACTUAL SIZE (VERIFY W/ MAILBOX SPEC) SHIM AND LEVEL AS REQ'D, TYP.P. SPECIFIED CONTINUOUS SURFACE MOUNT LIGHT FIXTURE, ENTIRE LENGTH (V.I.F.), SECURILY ATTACHED (CONCEALED FASTEN METHOD; PROVIDE END CAPS); ALL WIRES TO BE CONCEALED - TYP. R.O. DEPTH 39 7/8 MIN. - 40 1/8" MAX. 1'-5" 4" PT-11 PT-11A PTD. GWB; TYP. FINISH: WHITE FOR BEST LIGHT REFLECTION PTD. GWB; TYP. PT-12 8'-2" (VERIFY W/ MAILBOX SPEC) L14.1 L14.2 SCHEDULED PARTITION 4 5/8"4 '-4 7/8" SCHEDULED PARTITION 4 1/8"5 '-5 1/8"1 '-5" RE: ID401 5'-9 1/4" 4 1/2". . V.I.F. 1"+/1'-5" 2'-1" 1'-5" PARTITION SCHEDULED 1'-5" 8" 3/4"R E: PLAN 4'-4 7/8" 3/4" . 2'-7 9/16" ACTUAL SIZE 2'-7 9/16" ACTUAL SIZE 2'-6 5/16" R.O. .2' -6 5/16" R.O. 4" 1'-5" 4" 4" 4" 4" 1'-5" 4" 4"4 " ST-15 OPENING IN STONE FOR TRASH (TRASH BINS PART OF FF&E) TYPICAL NOTE: ALL EXPOSED SURFACES TO BE FINISHED/POLISHED MITER CORNERS, TYP. MITER CORNERS, TYP. MB-10 MB-10 ALL INSIDE CORNERS/ ENDS TO BE METAL TO MATCH FINISH OF MAILBOX FINISH, TYP. - ALIGNED AT TOP AND BOTTOM W/ ADJACENT MAILBOXES 8" RE: PLAN 5'-8 1/2" EQ, TYP. EQ, TYP. ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATE DESCRIPTION 1" = 1'-0" INTERIOR DETAILS MAIL ROOM ID700 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1" = 1'-0" 1 MAILROOM - TYP. MAILBOX ELEVATION 1" = 1'-0" 2 MAILROOM - TYP. MAILBOX SECTION 1" = 1'-0" 3 MAILROOM - PLAN DETAIL 12.23.2020 PERMIT SET 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET NOTES ADJUSTED AS REQUIRED FOR CLARIFICATION. 1 ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGNALIGN ALIGN 3 ID701 4 ID701 RE: PLAN EQ 2'-1" 4" RE: PLAN 6'-6 3/4"+/RE: PLAN 1'-11 1/2"+/- 2'-1" 2" 1'-4" 8" 8" UP-10UP-10 UP-10 ST-15 TYP. ST-15 TYP. 1'-6" 4" 4" 4" FOR FLOORING SEE ID401_F STONE VEINS DIRECTION, TYP. PL-10 PL-10 PL-10 4" V.I.F. 1'-6 1/2" +/LINE OF SILL BELOW, COVERED BY ST-15, TYP. T-10 PL-10 2" 1'-4" 4" SEATING W/ FABRIC WRAPPED ONTO 1 1/4" OZ. DACRON ADHERED TO 1" MEDIUM DENSITY FOAM & HIGH DENSITY FOAM ON MDF. ALL ELEVATIONS EXPOSED TO VIEW TO BE FINISHED, TYP. - SECURILY ATTACHED TO BENCH (CONCEALED FASTEN METHOD) UP-10 2x6 WD PLATES AND STUDS TYP., U.N.O. SEE ARCH. DWGS 8/A504 (SIM.) PL-10 AL3 - CONTINUOUS LINEAR LIGHT FIXTURE AS SCHEDULED, TYP. LOCATED TIGHT TO INSIDE CORNER; SECURILY ATTACHED (CONCEALED FASTEN METHOD; PROVIDE END CAPS); ALL WIRES TO BE CONCEALED - TYP. 3/4" STONE ADHERED TO SUBSTRATE (CEMENT BACKER BOARD), MITER JOINT AT CORNERS; TYP. CONTINUOUS MTL. BASE ON MOISTURE RESISTANT MDF CONCEALED FASTEN METHOD; TYP. FINISHED/POLISHED FACE; TYP. AT ALL SURFACES EXPOSED TO VIEW USE FULL SIZE SLABS, NO JOINTS EXTEND FLOORING TO END OF RECESS, TYP. FOR CLEAN EDGE CONDITION TYP. 1/2" ST-15 B-10 SEALANT TYP. TO MATCH ST-15 2" 1'-4" TYP. 2" RE: 8/A504 3/4" RE: 8/A504 1'-6 1/2" V.I.F. B-11 TYP. 2" 1ST FLOOR 394.54' 1ST FLOOR 394.54' 3/4" STONE ADHERED TO SUBSTRATE (CEMENT BACKER BOARD); SECURED TO FLOOR AND WALL, MITER JOINT AT CORNERS; TYP. CONTINUOUS MTL. BASE ON MOISTURE RESISTANT MDF CONCEALED FASTEN METHOD; TYP. FINISHED/POLISHED FACE; TYP. AT ALL SURFACES EXPOSED TO VIEW USE FULL SIZE SLABS, NO JOINTS EXTEND FLOORING TO END OF RECESS, TYP. FOR CLEAN EDGE CONDITION TYP.PL-10 B-11 4" V.I.F. 1'-6 1/2" +/- 4" FLEXIBLE SEALANT AT BASE TO MATCH COLOR OF PL-10; TYP. T-10 TYP. SEE ARCH. DWGS 8/A504 (SIM.) SEALANT TYP. TO MATCH ST-15 ST-15 3/4" STONE; SECURILY ADHERED TO SUBSTRATE (SILL) - TYP. RE: 8/A504 3/4" T.O. PLANTER ALIGN W/ TOP OF WINDOW MULLION RE: 8/A504 1'-6 1/2" V.I.F. TYP. 2" 1/2" V .I.F. 1'-9 3/8" +/ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATE DESCRIPTION 1 1/2" = 1'-0" INTERIOR DETAILS LOBBY ID701 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1 3D VIEW SEATING LOBBY 3D VIEW IS FOR ILLUSTRATION ONLY AND SHALL NOT BE USED FOR CONSTRUCTION. 1 1/2" = 1'-0" 5 SEATING AT WINDOW BAY - PLAN DETAIL 1 1/2" = 1'-0" 3 SEATING AT WINDOW BAY - TYP. SECTION DETAIL 1 1/2" = 1'-0" 4 PLANTER AT WINDOW BAY - TYP. SECTION DETAIL 1 ADJUSTED PER ARCH. BACKGROUND CHANGES. 1 12.23.2020 PERMIT SET 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGNALIGN ALIGN 3 ID702 4 ID702 8" 3/4" 1'-8" 3/4" 3/4" 5'-8" 3/4" 3/4" 1'-8" 3/4" 2'-1" 4 1/4" 3/4" 4'-2" 2'-2" LOWER PORTION GENERAL NOTES: - PROVIDE MATTE BLACK INTERIOR FOR ALL CABINETS - ALL OUTLETS/DATA TO BE MATTE BLACK - ALL EXPOSED SURFACES TO VIEW TO BE FINISHED FOR FLOORING SEE ID401_F MONITOR W/ KEYBOARD AND MOUSE PROVIDED BY OWNER (1) DESK PHONE PROVIDED BY OWNER TYPICAL NOTE FOR FRONT DESK: PRIOR TO INSTALLATION, CONFIRM ALL POWER, DATA AND EQUIPMENT REQUIRED FOR THIS STATION WITH OWNER AND BUILDING MANAGEMENT SEE ALSO ELEC. & AV-DWGS. ALL LOCATIONS AND FINISHES TO BE CONFIRMED W/ID. PROVIDE LOCK ON EACH CABINET AS PER OWNER ADVICE, SATIN STAINLESS STEEL FINISH, TYP. - CONFIRM FINAL LOCATION W/ INTERIOR DESIGNER/OWNER CONFIRM LOCATION OF CONTROL FOR SECURED DOOR INSIDE THE VESTIBULE PRIOR TO INSTALLATION. MOCKETT BRV1; FINISH: MATTE BLACK DRAWER ON SIDE MOUNTED FULL SOFT-CLOSING EXTENSION GLIDES, TYP. THIS IS ALSO STONE JOINT/ SEAM LINE MITER CORNERS, TYP. 10"1'-4" 2 1/2"1'-8"3/4"1'-8"3/4"6" 8" 1'-10 1/4" 5'-8" 1'-10 1/4" 10"10" STONE VEINS DIRECTION, TYP. 1'-2" 2" 5" 2" 5" 2" 5" 2" 5" 2" 5" 2" 5" 2" 5" 2" 5" 2" 5" 2" 5" 2" 5" 2" 5" 2" 5" 2" 5" 2" 5" 2" 5" 2" 12'-8 1/2"+/6" ST-15 MTL-11 MTL-10 WD-10 TYP. TYP. TYP. TYP. MITER CORNERS, TYP. 8" 4" MTL-10 3" 3" 10'-0 1/2" 1ST FLOOR 394.54' 1ST FLOOR 394.54' 4 ID702 TYPICAL NOTE FOR FRONT DESK: PRIOR TO INSTALLATION, CONFIRM ALL POWER, DATA AND EQUIPMENT REQUIRED FOR THIS STATION WITH OWNER AND BUILDING MANAGEMENT - SEE AV-DWGS. ALL LOCATIONS TO BE CONFIRMED W/ID. (AS EXAMPLE, COORDINATE POWER OUTLETS - COLOR TO MATCH ADJACENT FINISH; PROVIDE GROMMET HOLES TO ACCOMMODATE ELEC. CORDS). PROVIDE GROMMETS FOR WIRING, TYP.: (3) MOCKETT BRV1; FINISH: MATTE BLACK, INSTALL PER MANUF. RECOMMENDATION PROVIDE LOCK ON EACH CABINET AS PER OWNER ADVICE, SATIN STAINLESS STEEL FINISH, TYP. - CONFIRM FINAL LOCATION W/ INTERIOR DESIGNER/OWNER. 1'-6" 10" 10" 2"1'-8 3/4"5 3/4" 1 1/2" 4"9"1" MAX. 2'-10" 2"10"2'-8" MAX. 2'-10"10" DRAWER ON SIDE MOUNTED FULL SOFT-CLOSING EXTENSION GLIDES, TYP. STONE VEINS DIRECTION, TYP. ST-15 TYP. MITER CORNERS, TYP. RES-10 MTL-11 OPEN MW-10 MW-10 MW-10 MW-10 MW-10 MW-10 MW-10 1" 7" 10" 2 FOURPLEX OUTLETS, MATTE BLACK FINISH PT-18 PAINTED MOISTURE RESISTANT MDF ST-15 TYP. ST-15 TYP. MW-10 FILLER MW-10 FILLER 2" 2" 2" PUL-10 TYP. TYP. CONTINUOUS EQEQ EQEQEQEQ CONTINUOUS 4 PORT DATA QUAD, COVER PLATE TO MATCH TYPE AND FINISH OF ADJACENT RECEPTACLE 2" 1 B-10 TYP. 3'-8" 1ST FLOOR 394.54' 1ST FLOOR 394.54' ST-15 TYP. 4" 1 1/2" 2'-2 1/2" 2" OPENMONITOR PROVIDED BY OWNER 8" 2" VENTILATION SLOTS (FULLY FINISHED), TYPICAL ON THIS ELEVATION ONLY 2" DIA. WIRE HOLE (FULLY FINISHED) 3" 1/2" 1" 1/2" 1" 1/2" 1/2" 1" 1/2" 1" 1/2" 2" 3" EQ MTL-11 TYP. 1" 9" 1'-9" 1" 10" 2" B-10 2" TYP. EQ 5 3/4" SECURED TO SUBSTRATE; MITER CORNERS; CONTINUOUS, TYP. SECURED TO TOP AND BOTTOM; CONCEALED FASTEN METHOD RES-10 MAX. 2'-10" AL4 MTL-10 TYPICAL NOTE: USE CONCEALED FASTEN METHOD FOR ENTIRE MILLWORK/SHELF; SECURILY ATTACHED TO SUBSTRATE. IRONWORKS WEST END 1'-2" PT-12 PT-12 9"3 5/8" CENTURY GOTHIC FONT 1/2" THICK LASER CUT ALUMINUM, FINISH: MATTE BLACK; CONCEALED FASTEN METHOD REVIEW WITH OWNER/ID PRIOR TO PRODUCTION/ INSTALLTION CENTURY GOTHIC FONT 1/2" THICK LASER CUT FINISH: WEATHERING STEEL (CORTEN), CONCEALED FASTEN METHOD REVIEW WITH OWNER/ID PRIOR TO PRODUCTION/ INSTALLTION SPECIFIED CONTINUOUS SURFACE MOUNT LIGHT FIXTURE, ENTIRE LENGTH - KEEP 1" SHORT AT EACH END; SECURILY ATTACHED (CONCEALED FASTEN METHOD; PROVIDE END CAPS); ALL WIRES DO BE CONCEALED 1" ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATE DESCRIPTION As indicated INTERIOR DETAILS CONCIERGE ID702 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT1" = 1'-0" 1 CONCIERGE DESK - PLAN DETAIL 1" = 1'-0" 3 CONCIERGE DESK - ELEVATION LOOKING SOUTH 1" = 1'-0" 4 CONCIERGE DESK - SECTION 1 1/2" = 1'-0" 2 LOBBY ELEVATION - SIGNAGE (SG-10) 1 12.23.2020 PERMIT SET 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET ALIGN ALIGN ALIGNALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGNALIGN 5 ID703 6 ID703 4 ID703 2" 4" 2" 4" 2" 4" 2" 4" 2" 4" 2" 4" 2" 4" 2" 3'-8" 6" 12'-3" 6" 3'-8" 6'-10 5/8"+/- 8" 10" 6" 6" 6" 6" 6" 6" 2" 2'-3" 2" 2'-3" 2" 2'-3" 2" 2'-3" 2" 2'-3" 2" 12'-3" ST-12 MW-13 MW-13 MW-13 MW-13 MW-13 CONTINIOUS TYPICAL NOTE FOR SHELVES: ALL EXPOSED SURFACES TO BE FINISHED. FOR FLOORING SEE ID401_F TYPICAL NOTE: USE CONCEALED FASTEN METHOD FOR ENTIRE MILLWORK; SECURILY ATTACHED TO SUBSTRATE. EQEQ 12'-3" 1'-6" ST-12 CONTINIOUS TYP. TYP. WOOD SLATS (TRUE DIMENSION SHOWN) SECURILY ATTACHED TO TABLE AND FLOOR; PROVIDE ADEQUATE STRUCTURE; CONCEALED FASTEN METHOD 2" 2'-3" 2" 2'-3" 2" 2'-3" 2" 2'-3" 2" 2'-3" 2" 3'-6"2"2'-8"10"2'-10" 10'-0" 3'-8" MAX. 2'-10" 1'-10"10"3'-8" 3'-6"10"2'-0" 2'-8"10"2'-10" 1'-10"10"10"10"2'-0" 4 ID703 PT-15 WB-10 PT-15 PT-15 PT-15 PT-15 PT-15 PT-15 PT-15 PT-15 PT-15 PT-15 MW-13 MW-13 MW-13 MW-13MW-13 WC-10 ST-12 PT-15A 1'-6" PT-15A PT-15A PT-15A PT-15A PT-30PT-30 6" AL4 AL4 AL4 AL4 AL4 AL4 AL4 AL4 AL4 AL4 AL4 AL4 PT-13 ST-12 2" 2" LVT-11 SCHEDULED DUPLEX (2 OUTLETS) - BLACK MATTE FINISH; TYP. TYPICAL NOTE FOR AL4s: SPECIFIED CONTINUOUS SURFACE MOUNT LIGHT FIXTURE, ENTIRE LENGTH, SECURILY ATTACHED (CONCEALED FASTEN METHOD; PROVIDE END CAPS); ALL WIRES DO BE CONCEALED TYPICAL NOTE: WOOD SLATS (TRUE DIMENSION SHOWN) SECURILY ATTACHED TO CEILING AND WALL; PROVIDE ADEQUATE STRUCTURE; CONCEALED FASTEN METHOD TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. 6" WD-11 4 ID703 6" 2" 2'-3" 2" 2'-3" 2" 2'-3" 2" 2'-3" 2" 2'-3" 2" 6" 10'-0" 6" MAX. 2'-10" 1'-8"9 1/4" 3/4" 4" LVT-11 AP2AP2AP2 TYPICAL NOTE AT RAISED COUNTER & WATERFALLS: PROVIDE 2" X"5 HSS STRUCTURAL SUPPORT FRAME; SECURELY ATTACHED TO FLOOR, FULLY CONCEALED - SEE STRUCTURAL DWGS, TYP. SCHEDULED DUPLEX (2 OUTLETS) - BLACK MATTE FINISH; CONCEALED WIRES, TYP. PUL-16 PTD. MOISTURE RESISTANT MDF WD-11WD-11 ST-12 ST-12 WD-11 PT-15APT-15A PT-15A PT-15A PT-15A PT-30PT-30 EQEQ 3/4" 4" 3'-0" 3/4" 4" 6"6" 4" 3/4" 3'-0" PT-15 10 3/4" EQ 2'-0" EQ 10 3/4" EQ EQ 8"8" PUL-16PUL-16 MITER CORNERS, TYP. TYPICAL NOTE: ALL EXPOSED SURFACES TO BE FINISHED. TYPICAL NOTE: ELEVATION LOOKING EAST IS SIMILAR. PROVIDE SAME AMOUNT OF OUTLETS AND DOUBLE ROBE HOOKS. TYPICAL NOTE: WOOD SLATS (TRUE DIMENSION SHOWN) SECURILY ATTACHED TO CEILING; PROVIDE ADEQUATE STRUCTURE; CONCEALED FASTEN METHOD RE: PLAN - V.I.F. TYP. TYP. TYP. TYP. TYP. TYP. 5 ID703 6 ID703 2'-10" 10" 6'-4" 6" 2'-4" 3/4" 8 1/2" 3/4" 2'-8" 3'-8" 6" 6'-8" MAX. 2'-10" 2" 1'-5" 6" 1'-5" 2" 10" 1'-8" 2" 4" 2" 4" 2" 4" 2" 4" 2" 4" 2" 4" 2" 4" 2" 3'-8" RE: PLAN 7'-10 5/8"+/- 6" AP2 ST-12 TYP.PT-15 ST-12 PTD. MOISTURE RESISTANT MDF WD-11 WD-11 PT-30PT-30 LVT-11 PT-15A MW-13 TYPICAL NOTE: ALL EXPOSED SURFACES TO BE FINISHED. AL4 AL4 4" 6" TYPICAL NOTE: MITER CORNERS TYPICAL NOTE: FILL W/ WOOD BLOCK (SAME FINISH, FLUSH) TO PROVIDE SUPPORT FOR LIGHT FIXTURE CANOPY, TYP TYPICAL NOTE: USE CONCEALED FASTEN METHOD FOR ENTIRE MILLWORK/SHELVES; SECURILY ATTACHED TO SUBSTRATE 1'-6" MITER CORNERS, TYP. TYP. TYP. TYP. TYP. TYP. TYPICAL NOTE: TABLE ELEVATION LOOKING SOUTH IS SIMILAR. TYP. ID703 3 TYP. MTL-14 3/4" STONE ADHERED TO SUBSTRATE ; MITER JOINT AT CORNERS; TYP. 2" 1'-6" FINISHED/ POLISHED FACE TYP. AT ALL SURFACES EXPOSED TO VIEW TYPICAL NOTE: COUNTERTOP HELD BY 3/8"X18 7/8" (V.I.F.) STL PLATE WELDED TO 3/8"X12" STL PLATE ANCHORED TO CMU WALL; USE FULL LENGTH OF SLABS, POSSIBLE BUTT JOINTS TO BE CONFIRMED PRIOR TO FABRICATION, TYP. ST-12TYP. MTL-14: PREFINISHED, TO MATCH PT-15; TYP. GENERAL NOTE: ALL EXPOSED SURFACES TO VIEW TO BE FINISHED. PAINTED, TO MATCH PT-15; TYP. SEE STRUCT. DWGS 1'-0" 1/2" DIA. THREADED ROD EPOXIED INTO FULLY GROUTED CMU W/ SIMPSON AT-XP EPOXY. ANCHOR SHALL HAVE 4 1/2" EMBEDMENT AND SHALL BE PLACED 4'-0" O.C. 4" 4" 1'-6 7/8" FULLY GROUTED CMU FULL PENETRATION GROOVE WELD; TYP. PAINTED, TO MATCH PT-15; TYP. ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATE DESCRIPTION As indicated INTERIOR DETAILS LOUNGE ID703 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 2 3D VIEW LOUNGE - LOOKING AT WORK STATION 3/4" = 1'-0" 1 WORK STATION - PLAN DETAIL 3/4" = 1'-0" 5 WORK STATION - LOOKING EAST 3/4" = 1'-0" 6 WORK STATION - LOOKING WEST 3/4" = 1'-0" 4 WORK STATION - SECTION LOOKING NORTH 3D VIEW IS FOR ILLUSTRATION ONLY AND SHALL NOT BE USED FOR CONSTRUCTION. 3" = 1'-0" 3 WORK STATION - TYP. SECTION DETAIL 12.23.2020 PERMIT SET 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET ALIGN ALIGN ALIGNALIGN ALIGNALIGN MIN. 2'-3" PF-10 PF-11 PF-12 1'-2 1/4" 3'-11 3/4" MAX. 2'-10" TV MEL-14 WB-10 PT-30 ST-14 MTL-15 WT-13 PUL-12 TYP.; U.N.O. AP-10 MEL-14 PT-15 AD3 AD3 AD3 AD3 3/4" 1'-11 5/8" 3/4" 2'-7 1/2" 2'-7 1/2" 3/4" 3'-0 3/4" 3/4" 2'-0" 3/4" 3/4" 1'-11 5/8" 3/4" 4 5/8" 4 5/8" 3/4" 1'-11 5/8" 3/4" 2'-7 1/2" 2'-7 1/2" 2'-7 1/2" 2'-7 1/2" 3/4" 1'-11 5/8" 3/4" 4 5/8" 2'-9 1/4"4'-0 1/2"1'-2 1/4" EQ EQ TOE KICK, MADE OF ALUMINUM, STEEL FINISH - CONTINUOUS, TYP. MEL-14MEL-14MEL-14 AL4 6" GENERAL NOTES: - PROVIDE MATTE BLACK INTERIOR FOR ALL CABINETS - ALL RECEPTACLES/SWITCHES TO BE MATTE BLACK - ALL EXPOSED SURFACES TO VIEW TO BE FINISHED OPEN SHELF, CONCEALED FASTEN METHOD, TYP. OPEN SHELF, CONCEALED FASTEN METHOD, TYP. OPEN SHELF, CONCEALED FASTEN METHOD, TYP. OPEN SHELF, CONCEALED FASTEN METHOD, TYP. SPECIFIED RECESSED PUCK LIGHT FIXTURE - CONCEALED WIRES, TYP. OPEN TOE KICK, MADE OF ALUMINUM, STEEL FINISH - CONTINUOUS, TYP. CONFIRM FINAL LOCATION W/ ID PRIOR TO INSTALLATION, ALL CONTROLS TO BE IN WITHIN REACH RANGE, NO EXPOSED CABLES/OUTLETS ETC. PROVIDE REQUIRED KNEE CLEARANCE - SEE SKIRT DETAIL 2/ID706 FOR DIMENSIONAL REQUIREMENTS PROVIDE INTEGRATED SAME COLOR HANDLE PROVIDE INTEGRATED SAME COLOR HANDLE 3/4" PANEL; ALL EXPOSED FACES FINISHED, TYP. MEL-14 MEL-14 MEL-14 MEL-14 MEL-14 MEL-14 FULL HEIGHT 3/4" PANEL; ALL EXPOSED FACES FINISHED, TYP. FULL HEIGHT 3/4" PANEL; ALL EXPOSED FACES FINISHED, TYP. 1'-11 3/4"1'-0"1'-0" SPECIFIED CONTINUOUS SURFACE MOUNT LIGHT FIXTURE, ENTIRE LENGTH, SECURILY ATTACHED (CONCEALED FASTEN METHOD; PROVIDE END CAPS); ALL WIRES DO BE CONCEALED FOR UPPER CABINETS PROVIDE STOP/ HARDWARE SO THEY CAN BE OPERATED/CLOSED BY STANDING PERSON, TYP. PANEL READY 1 FIXED SHELF & 4 MOVABLE SLELVES (STANDARD) BASE UNIT WITH DRAWERS, TYP.: 2 DEEP DRAWERS; TYP. PROVIDE ALL REQUIRED HARDWARE PER MANUF.RECOMMENDATION. DUPLEX RECEPTACLE ON EACH END PROVIDE RECEPTACLE DEVICE BOX IN THE CABINET, PUT CABLE TO BOX IN CONDUIT TO MATCH ADJACENT FINISH CONTINUOUS MEL-14 MEL-14 START TILING HERE 3 ID704 TYP. TYP. TYP. RECESSED REPLACING GWB IN THIS LOCATION ONLY WB-10TYP. RECESSED REPLACING GWB IN THIS LOCATION ONLY 8'-0"1'-0"1'-0" V.I.F. 5'-3" TYP. TYP. TYP. PT-15 TYP.PT-15 TYP. TYP. GRAIN DIRECTION EQ EQ EQ EQEQ2 EQ2 COORDINATE DATA/PWR DROP LOCATION IN THE BACK OF THIS UPPER CABINET 1ST FLOOR 394.54' 1ST FLOOR 394.54' 1'-0" 1'-0" 1'-2 1/4" 3'-11 3/4" MAX. 2'-10" 10'-0" SCHEDULED RECEPTACLE - FINISH MATTE BLACK; TYP. FOR ELEVATION ON THE NORTH END (AS SHOWN) AND SOUTH END (NOT SHOWN) AD3 AL4 ST-14 PT-30 MEL-14 TYP. SCHEDULED MILLWORK: BASE UNIT WITH DRAWERS: 2 DEEP DRAWERS; TYP. FULL HEIGHT 3/4" PANEL; ALL EXPOSED FACES FINISHED, TYP. TYP. SPECIFIED RECESSED PUCK LIGHT FIXTURE CONCEALED WIRES, TYP.; (FINISH: BRUSHED NICKEL ) PROVIDE RECEPTACLE DEVICE BOX IN THE CABINET, PUT CABLE TO BOX IN CONDUIT TO MATCH ADJACENT FINISH. CONTINUOUS LINEAR LIGHT FIXTURE AS SCHEDULED ENTIRE LENGTH (V.I.F.); SECURILY ATTACHED (CONCEALED FASTEN METHOD; PROVIDE END CAPS); ALL WIRES TO BE CONCEALED - SEE RCP PT-15 ST-14 TYP. TYPICAL NOTE AT RAISED COUNTER: PROVIDE 3.5X3.5 HSS STRUCTURAL SUPPORT FRAME; SECURELY ATTACHED TO FLOOR, FULLY CONCEALED - SEE STRUCTURAL DWGS, TYP. 6" MAX. 2'-10" 5 5/8"EQ EQEQ 4 1/2" SCHEDULED CONTINUOUS MUD-IN SLOT DIFFUSER ; FACING DOWN; FULL LENGTH FOR CLEAN SEPARATION OF PAINT COLORS EQEQ 1'-0" 8" 8" MITER CORNERS, TYP. TYPICAL NOTES: ALL EXPOSED SURFACES TO BE POLISHED (STONE)/ FINISHED (VENEER). PROVIDE CONCEALED COUNTERTOP SUPPORT, TYP. ON SUBSTRATE, SECURILY ATTACHED ST-13 TYP. TYP. TYP. 1'-1" 2'-6" 1'-0" ALP1 7/8" 7/8" MTL-15TYP. 1/8" THICK MTL. PLATE, SHARP BEND, POWDER COAT FINISH: MATTE BLACK; SELF-BRACKETING TIED IN THE BACK; COUNTERSUNK TORX SCREWS (MATCH OVERALL FINISH) RECESSED - REPLACING GWB IN THIS LOCATION ONLY MTL-14 TYP.OPEN SHELF, CONCEALED FASTEN METHOD, TYP. PT-15 . PT-30 TYP. 6'-9 3/4" 3'-4" 6" ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATE DESCRIPTION 1" = 1'-0" INTERIOR DETAILS LOUNGE -KITCHEN ID704 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1" = 1'-0" 1 KITCHEN - LOOKING WEST 2 3D VIEW LOUNGE - LOOKING AT KITCHEN 3D VIEW IS FOR ILLUSTRATION ONLY AND SHALL NOT BE USED FOR CONSTRUCTION. 1" = 1'-0" 3 KITCHEN SECTION - LOOKING NORTH 1 12.23.2020 PERMIT SET 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN 1 1/4"3/4" 11 1/4" 3/4" 11 1/4"3/4"11 1/4"3/4"11 1/4"3/4"11 1/4"3/4"11 1/4"3/4"11 1/4"3/4"11 1/4"3/4" 3/4"11 1/4"3/4"11 1/4"3/4"11 1/4"3/4"11 1/4"3/4"11 1/4"3/4"11 1/4"3/4"11 1/4"3/4"11 1/4"3/4"11 1/4"3/4"11 1/4"3/4"11 1/4" 3/4" 11'-0 3/4" 1 1/4" 8'-0 3/4" 8'-2" 2"2'-7 1/4"2" 2"1'-7 1/4"2" 2" 1'-7 1/4" 2" 2"2'-7 1/4"2" 2" 2'-7 1/4" 2" 2"1'-7 1/4"2" 3/4" 2 ID705 3 ID705 TYPICAL NOTE: USE CONCEALED FASTEN METHOD FOR ENTIRE MILLWORK; SECURILY ATTACHED TO SUBSTRATE TYPICAL NOTE: ALL EXPOSED SURFACES TO BE FINISHED. TYPICAL NOTE: USE CONCEALED FASTEN METHOD FOR ENTIRE SHELVING SYSTEM; SECURELY ATTACHED TO FLOOR AND ADJACENT WALL. MW-12 10" COLOR "A" COLOR "B" COLOR "B" ON SECURED FRAMING, TYP. MITER CORNERS, TYP. AT LARGE OPEN SHELVES 1ST FLOOR 394.54' 1ST FLOOR 394.54' 3/4" 11 1/4" 3/4" 11 1/4" 3/4" 11 1/4" 3/4" 11 1/4" 3/4" 2" 1'-7 1/4" 2" 3/4" 11 1/4" 3/4" 11 1/4" 3/4" 1 1/4" 8'-2" 1'-6" 6" 6" 3" 1'-0"3/4" 10 1/2" 3/4" 6" MW-12 ON SECURED FRAMING, TYP. 1'-0" 1ST FLOOR 394.54' 1ST FLOOR 394.54' 3/4" 11 1/4" 3/4" 2" 2'-7 1/4" 2" 3/4" 11 1/4" 3/4" 11 1/4" 3/4" 11 1/4" 3/4" 11 1/4" 3/4" 1 1/4" 1'-11 1/4" 3"3" 1'-0" 6" MILLWORK SHELVING ( ALL EXPOSED SURFACES TO BE FINISHED TYP.), FIXED, 2" TYP. (MOISTURE RESISTANT MDF) ON SECURED FRAMING, TYP. MILLWORK SHELVING ( ALL EXPOSED SURFACES TO BE FINISHED TYP.), FIXED, 3/4" TYP. (MOISTURE RESISTANT MDF) 1'-6" MW-12 PTD. GWB BEYOND 1'-0"3/4" 10 1/2" 3/4" MW-12 MW-11 LEGEND: OPEN ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATE DESCRIPTION As indicated INTERIOR DETAILS FITNESS ID705 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1" = 1'-0" 1 FITNESS CENTER SHELVES - LOOKING SOUTH - DETAIL 1" = 1'-0" 2 SECTION 1" = 1'-0" 3 SECTION_2 4 FITNESS SHELVING 3D VIEW IS FOR ILLUSTRATION ONLY AND SHALL NOT BE USED FOR CONSTRUCTION. 12.23.2020 PERMIT SET 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET ALIGN ALIGN ALIGN ALIGN 3/8" TEMPERED CLEAR GLASS PANEL W/ BEVELED POLISHED EDGES SCHEDULED SHOWER BASE PARTITION, AS SCHEDULED TR-10 PF-22 PF-23 CONTINUOUS, TYP. WT-10 11"4'-3" 3"1'-6"2'-6" EXTERIOR WALL, AS SCHEDULED 1'-0" 3/4" 2 1/4" 3'-1" SCHEDULED FLOORING QUADEC & INSIDE/OUTSIDE CORNERS TR-10 CONTINUOUS, TYP. 5 ID706 6 ID706 GL-10 WT-17 5 1/8" TYP. TYP. 3" 1ST FLOOR 394.54' 1ST FLOOR 394.54' 6 ID706 6 1/2" WT-17 THIN SET, TYP. PROVIDE ADEQUATE BLOCKING/SUPPORT, TYP. 1/2" PLYWOOD UNDERLAYMENT REINFORCED MORTAR BED 1" THICK, MIN. TYP. SCHEDULED SHOWER BASE INTEGRATED DRAIN BEYOND WT-10 WATERPROOFING MEMBRANE GLASS MAT BACKER BOARD, PER NOTE 14 OF THE PARTITION SCHEDULE SCHEDULED EXTERIOR WALL KEUCO 11515 TOWEL HOOK, CHROME-PLATED FLEXIBLE SEALANT TO MATCH COLOR OF SHOWER BASE, TYP WT-10 TYP. TR-10TYP. CONTINUOUS WT-17TYP. WT-17 THIN SET, TYP. 5/8" CEMENT BOARD, TYP. TYP. TR-10CONTINUOUS 1/2" PLYWOOD UNDERLAYMENT FLEXIBLE SEALANT TO MATCH COLOR OF SHOWER BASE, TYP. THIN SET, TYP. TYPICAL NOTE: WT-17/10 TO BE LAID OUT IN SUCH A WAY AS TO TO BALANCE THE INSTALLATION ON THE WALL & HAVE EQUAL TILE WIDTHS ON OPPOSITE EDGES OF THE FIELD. WATERPROOFING MEMBRANE, TYP. TYP. 4" 11" 3" ALL CONTROLS TO BE WITHIN ACCESSIBLE REACH RANGE (15-48" AFF) 2'-10"+/TYP. FLEXIBLE SEALANT TO MATCH COLOR OF WT-17 GROUT, TYP. 6 1/2" 1ST FLOOR 394.54' 1ST FLOOR 394.54' 5 ID706 1'-0" PF-23 PF-22 1'-8 1/4" 3/4" WT-17 THIN SET; TYP. PROVIDE ADEQUATE BLOCKING/SUPPORT, TYP. 1/2" PLYWOOD UNDERLAYMENT 5/8" CEMENT BOARD REINFORCED MORTAR BED 1" THICK, MIN. CRL BRITE ANODIZED 3/8" FIXED PANEL SHOWER DOOR DEEP UCHANNEL WET GLAZED W/ CLEAR SILICONE TO SECURE GLASS FLEXIBLE SEALANT TO MATCH COLOR OF SHOWER BASE, TYP. 3/8" TEMPERED CLEAR GLASS PANEL W/ BEVELED POLISHED EDGES KEUCO 11515 TOWEL HOOK, CHROME-PLATED, TYP. TR-10 CONTINUOUS, TYP. WT-10 WATERPROOFING MEMBRANE; TYP. SCHEDULED SHOWER BASE INTEGRATED DRAIN BEYOND WT-10 WATERPROOFING MEMBRANE TOP LAYER OF SCHEDULED PARTITION TO BE GLASS MAT BACKER BOARD, PER NOTE 14 OF THE PARTITION SCHEDULE SCHEDULED PARTITION TR-14 FLEXIBLE SEALANT TO MATCH COLOR OF SHOWER BASE, TYP. THIN SET; TYP. 5 1/8" WT-10 3'-2" 2'-10" 4" GL-10 TYP. TYP. TYP. TYP. FLEXIBLE SEALANT TO MATCH COLOR OF WT-17 GROUT, TYP. 1'-1" CONCEALED STEEL CARRIER IN THE WALL BEYOND, AS REQUIRED 11" MIN. BLOCKING, AS REQUIRED LINE OF ADA KNEE CLEARANCE REQUIREMENTS ADA FASCIA PANEL SECURILY ATTACHED TO SIDE MILLWORK PANELS (CONCEALED, TYP.) FINISHED FACE OF CABINET BEYOND PARTITION, AS SCEDULED INTEGRATED J HANDLE @ FALSE FRONT, TO MATCH ADJACENT CABINETRY 9 3/4"+/8" MIN. 3 1/2" AS SCHEDULED 9"MIN. 2'-1" MEL-12 MEL-12 3/4" 6 1/4" MIN. 2'-3" ST-11 PT-17 SPECIFIED RECESSED PUCK LIGHT FIXTURE CONCEALED WIRES, TYP.; (FINISH: BRUSHED NICKEL ) - SEE RCP CONTINUOUS SURFACE MTD. LINEAR LIGHT FIXTURE AS SCHEDULED - ENTIRE LENGTH (V.I.F.); TIGHT TO MILLWORK AND WALL; SECURILY ATTACHED (CONCEALED FASTEN METHOD; PROVIDE END CAPS); ALL WIRES TO BE CONCEALED, TYP. - SEE RCP PF-20 INSTALLED PER MANUF. RECOMMENDATION TYPICAL NOTE: USE CONCEALED FASTEN METHOD FOR ENTIRE MILLWORK; SECURILY ATTACHED TO SUBSTRATE. ALL EXPOSED SURFACES TO BE FINISHED WB-12 SCHEDULED WALL BASE MEL-12 MAX. 2'-0" MEL-12 ALL EXPOSED SURFACES TO BE FINISHED, TYP. CONTINUOUS, SECURED TO SUBSTRATE 1'-2" OPEN SHELVES EQEQ TYPICAL NOTE: USE CONCEALED FASTEN METHOD FOR ENTIRE MILLWORK; SECURILY ATTACHED TO SUBSTRATE 1'-0" PF-21 TYP. TYP. TYP. TYP. TYP. TYP. ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATE DESCRIPTION As indicated INTERIOR DETAILS PET-SPA ID706 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1 1/2" = 1'-0" 1 PET SPA SHOWER - PLAN 3" = 1'-0" 5 PET SPA SHOWER - SECTION LOOKING WEST 3" = 1'-0" 6 PET SPA SHOWER - SECTION LOOKING NORTH 1 1/2" = 1'-0" 2 PET SPA SECTION - @ ADA SKIRT 12.23.2020 PERMIT SET 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET ALIGN ALIGN ALIGN AL3 4" 2 1/8" WD-12 WT-16 PT-30 MTL-13 LVT-11 UP-11 PT-15 ST-13 FP-10 4" 3/4" 7'-0 3/4" 3/4" 2'-6" 2'-6" 4" 10" CONTINUOUS MUD-IN SLOT DIFFUSER (FACING THE SIDE) 10"2 1/8" 4" 2 1/8" 4" 10" B-12 UP-11 MTL-13 4" 4" 5'-5 1/2" RE: PLAN 6'-1 1/2" 10" 4" 4" 4" 1'-6" 3 ID707 4" 4" 4 ID707 5 ID707 CONTINUOUS TILE (NO JOINTS) RE: PLAN 7'-1 1/2"+/TYP. CONTINUOUS, NO JOINTS TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. WD-12 TYP. 4" WB-10 TYP. TR-17 TYP. TR-17 TYP. TYP. TYP. MITER CORNERS, TYP. 8" 6" 2'-1" 2'-1" 8" 1'-10" 6" 1ST FLOOR 394.54' 1ST FLOOR 394.54' SEATING W/ FABRIC WRAPPED ONTO 1 1/4" OZ. DACRON ADHERED TO 1" MEDIUM DENSITY FOAM & HIGH DENSITY FOAM ON MDF. ALL ELEVATIONS EXPOSED TO VIEW TO BE FINISHED, TYP. - SECURILY ATTACHED TO BENCH (CONCEALED FASTEN METHOD) FLOORING AS SCHEDULED; EXTEND TO BENCH SUPPORT FOR CLEAN EDGE CONDITION PROVIDE ADEQUATE SEATING AND BACK SUPPORT WT-16 4 1/2" 2" 4 1/2" 2"2'-10" 4" UP-11 2x6 WD PLATES AND STUDS TYP., U.N.O. THIN-SET MORTAR BED PER MANUF. RECOMMENDATION, TYP. 1/2" TILE BACKER BOARD, TYP. CONTINUOUS; TYP. AT EACH CORNER 4" 4" 1'-2" 8" 1'-4" TR-17 WT-16 CONTINUOUS; NO SEAMS - TYP. FLEXIBLE SEALANT TO MATCH COLOR OF WT-16, TYP. WHERE WT-16 MEETS ANOTHER MATERIAL. CONTINUOUS; NO SEAMS - TYP. 4 1/2" 2 1/8"4" FRAMING, AS REQUIRED, TYP. CORNER BEAD PT-15 1 5/8" 1/2" PT-30 PTD. GWB, SEE INTERIOR ELEVATIONS SEE RCP PTD. GWB, TYP. STUD, FASTENED THROUGH FLANGE TO CLG FRAMING W/ 3/8" GWB ON TOP WD-12 FRAMING, AS REQUIRED CONTINUOUS LINEAR MUD-IN SLOT DIFFUSER, MUD UP TO FLANGE - COORDINATE LENGTHS W/ RCPS PER MECH. DRAWINGS PT-15 PTD. GWB MTL-13 TYP. CRISP/ MITER CORNERS, TYP. SECURILY ATTACHED TO SUBSTRATES, CONCEALED FASTEN METHOD; TYP. SEE RCP 1ST FLOOR 394.54' 1ST FLOOR 394.54' PROVIDE ADEQUATE FRAMING/SUPPORT FOR FIREPLACE TABLE; TYP. 3/4" STONE ADHERED TO SUBSTRATE (CEMENT BACKER BOARD), MITER JOINT AT CORNERS; TYP. CONTINUOUS MTL. BASE ON MOISTURE RESISTANT MDF CONCEALED FASTEN METHOD; TYP. FINISHED/POLISHED FACE; TYP. AT ALL SURFACES EXPOSED TO VIEW B-12 CONTINUOUS LINEAR LIGHT FIXTURE AS SCHEDULED, TYP. LOCATED TIGHT TO INSIDE CORNER; SECURILY ATTACHED TO THE UNDERSIDE OF FLOATING STONETABLE (CONCEALED FASTEN METHOD; PROVIDE END CAPS); ALL WIRES TO BE CONCEALED TYP. FOR NORTH, EAST AND WEST ELEVATION WT-16 4"4" 4" 10" 2'-6" TYP. TYP. TR-17 EXTEND FLOORING BELOW BASE, TYP. EXTEND TO TABLE SUPPORT FOR CLEAN EDGE CONDITION ST-13TYP. USE FULL SIZE SLABS, NO JOINTS AL3AL3 EQ EQ 4" 4" RE: PLAN FLEXIBLE SEALANT TO MATCH COLOR OF WT-16 QUADEC & INSIDE/OUTSIDE CORNERS, TYP. 1'-6" ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATE DESCRIPTION As indicated INTERIOR DETAILS FIRE-PLACE ID707 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1 3D VIEW FIRE PLACE 3D VIEW IS FOR ILLUSTRATION ONLY AND SHALL NOT BE USED FOR CONSTRUCTION. 1 1/2" = 1'-0" 2 LOUNGE FIREPLACE - LOOKING WEST - DETAIL 1 1/2" = 1'-0" 3 LOUNGE FP SEATING SECTION - LOOKING SOUTH 3" = 1'-0" 4 LOUNGE FIREPLACE - TYP. COVE DETAIL 3" = 1'-0" 5 LOUNGE FIREPLACE - TABLE DETAIL ELEVATION ON OPPOSITE SIDE SIMILAR 111 1 1 1 12.23.2020 PERMIT SET 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET ALIGN ALIGN ALIGN ALIGN SCHEDULED PARTITION SCHEDULED PARTITION SCHEDULED PARTITION 1/2" CEMENT BACKER BOARD 1/2" THIN BRICK AS SCHEDULED BR-10 SCHEDULED HANDRAIL T-10 BELOW 1'-0" 3 5/8" 3/8" 7 5/8" 3/8" 1 1/4" T-10 BELOW 1 1/4" 1/4" MORTAR (THIN SET), PER MANUFACTURER RECOMMENDATION 3/8" 7 5/8" R-10 RE: INTERIOR ELEVATIONS FOR TILING START POINT 1 1/2" PROVIDE CONTINUOUS CAULK JOINT, COLOR TO MATCH GROUT COLOR 1 1/2" 1 1/4" START RAMP, SEE ARCH. DWGS FOR LOCATION 1'-0" RE: ELEVATION 1/2" THIN BRICK CORNER AS SCHEDULED BR-10 GROUT JOINTS, TYP. COLOR TO MATCH EXTERIOR GROUT USED WITH SAME BRICK FINISH END CAP - TYP. CONTINUOUS MATTE BLACK TRIM 2" PAINTED 1/2" GWB, AS SCHEDULED, U.N.O CLEAN, CRISP, STRAIGHT EDGES TYP. IN ALL ACCENT AREAS SEE ARCHITECTURAL SECTION DETAILS SCHEDULED LIGHT FIXTURE CLC (LIGHT SOURCE FACING THE OPEN END), SECURILY ATTACHED - TYP. PRIMED AS REQUIRED AND PAINTED TO MATCH ADJACENT CEILING FINISH, U.N.O. V.I.F. COORDINATE ALIGNMENTS OF CEILING, WALL AND FLOORING W/ ASSOCIATED RCPs, ELEVATIONS AND FINISH FLOORING LAYOUTS, TYP. PAINTED GWB, AS SCHEDULED CONTINUOUS SOLID WOODEN PIECE (RUNNING THE FULL LENGTH OF EXTRUSION), SMOOTH SURFACE - PAINTED, TO MATCH ADJACENT WALL FINISH (PT-22) SCHEDULED DWAR-CLP-SLV METAL CLIP, SECURILY ATTACHED TO UNDERSIDE OF SOLID WOODEN PIECE, TYP. U.N.O. PT-22PT-20 U.N.O. PT-22 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATE DESCRIPTION As indicated INTERIOR DETAILS -TYP. DETAILS ID708 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 3" = 1'-0" 1 PLAN DETAIL - BRICK CORNER 3" = 1'-0" 2 TYP. TILE PATTERN - PET SPA TYPICAL/ RANDOM PATTERN 1 6" = 1'-0" 3 TYP. CORRIDOR COVE DETAIL 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET ALIGN ALIGNALIGN ALIGN 2ND FLOOR 406.54' 3RD FLOOR 416.54' 2ND FLOOR 406.54' 3RD FLOOR 416.54' 4 ID710 2 ID710 WB-20 WC-21PT-20 PT-20 CONTINUOUS, FULL HEIGHT CRISP, STRAIGHT EDGE; TYP. SCHEDULED LIGHT FIXTURE 1/32'' RAISED GRADE II BRAILLE, CLEAR RAISED ON 1/8 THICK SATIN ALUMINUM PLATE (EDGE: STRAIGHT AND POLISHED), INVISIBLE FASTEN METHOD TO LIGHT FIXTURE SCHEDULED HARDWARE, TYP. 1/2" THICK SCHEDULED STONE THRESHOLD, WITH CHAMFERED EDGES AS SHOWN IN DOOR SCHEDULE, TYPICAL PAINTED WALL BASE EQ EQ PROVIDE DOOR VIEWER, TYP. TAYMOR, 180 DEGREE VIEWER, Ref#: 37-B4825N, FINISH: NICKEL GWB-CEILING, PAINTED SCHEDULED DOOR AND FRAME, PAINTED ( DOOR TO MATCH PT-22, DOOR FRAME TO MATCH WB-20) TYP. FOR CORRIDOR UNIT ENTRIES PT-21 ID710 5 AWC TYP. 6" 2" 3'-0" 2" TYP. 1'-4" TR-16 CONTINUOUS, FULL HEIGHT - CRISP, STRAIGHT EDGE; TYP. TR-16 5'-0" X X X 4'-1 3/8"+/1'-0" 1'-0" 5'-0" EQEQ EQEQ BRAILLE AT 48"MIN. AND 60"MAX. EQEQ EQ FINISH: RAIN ( PATTERN TO RUN VERTICAL), TYP. FINISH: MATTE BLACK, TYP. U.N.O.U.N.O. 2 ID710 KEEP FLOORING TIGHT TO THRESHOLD CAULK AS REQUIRED (AS TIGHT AND SLIM AS POSSIBLE), COLOR TBD IN MOCK-UP ; TYP. TYP. FLOORING TO EXTEND BEYOND FACE OF WALL BASE, TYP. FOR FLOORING LAYOUT SEE ID400s, TYP. V.I.F. WIDTH OF DOOR FRAME CAULK AS REQUIRED (AS TIGHT AND SLIM AS POSSIBLE), COLOR TBD IN MOCK-UP ; TYP. AROUND THE DOOR FRAME UNIT CORRIDOR WALL BASE BELOW AS SCHEDULED - ALL EXPOSED FACES TO BE FINISHED, TYP. NOTE: TRANSITION TO BE 1/4" MAX VERTICAL HEIGHT IF CHANGES IN LEVEL ARE BETWEEN 1/4" MIN AND 1/2" HEIGHT MAX TRANSITION SHOULD SLOPE NOT STEEPER THAN 1:2; TYP. SEE DOOR SCHEDULE FOR ADDITIONAL INFORMATION SCHEDULED DOOR AND FRAME, PAINTED, TYP. U.N.O. 10" TYP. SCHEDULED STONE THRESHOLD, TYP. TR-16 TR-16 4" TYP. TYP. U.N.O. 8" U.N.O. 8" U.N.O. 6" TYP. U.N.O. 1'-4" TYP. MAX. TYP. 2ND FLOOR 406.54' 3RD FLOOR 416.54' 2ND FLOOR 406.54' 3RD FLOOR 416.54' 4 ID710 CLEAN, CRISP, STRAIGHT EDGE; TYP. SCHEDULED THRESHOLD GWB-CEILING, PAINTED PT-21 2"7 '-0" SCHEDULED FLOORING 5/8" 3/8"3/8" 5/8" 5/8" 1/32'' RAISED GRADE II BRAILLE, CLEAR RAISED X X X 1/32" THICK ACRYLIC LETTERS W/ FINISH TO MATCH WB-20 PAINT COLOR; CENTURY GOTHIC FONT; CONCEALED FASTEN METHOD TO PLATE 1/8" THICK SATIN ALUMINUM PLATE (EDGE: STRAIGHT AND POLISHED), INVISIBLE FASTEN METHOD TO LIGHT FIXTURE NOTE: PROVIDE SAMPLE AND CONFIRM SIGNAGE MOUNTING LOCATION W/ ID & OWNER PRIOR TO INSTALLATION 2 1/2" 2"2" 4" ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATE DESCRIPTION As indicated INTERIOR DETAILS -TYP. CORRIDOR ID710 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1 1/2" = 1'-0" 1 TYP. CORRIDOR UNIT ENTRY - ELEVATION 1 1/2" = 1'-0" 4 TYP. CORRIDOR UNIT ENTRY - PLAN 1 1/2" = 1'-0" 2 TYP. CORRIDOR UNIT ENTRY - SECTION 3 TYP. CORRIDOR VIEW 3D VIEW IS FOR ILLUSTRATION ONLY AND SHALL NOT BE USED FOR CONSTRUCTION. 6" = 1'-0" 5 ENLARGED UNIT SIGNAGE - SG-20 GENERAL NOTE: NOTE THAT THIS SIGNAGE IS PART OF THE SCHEDULED LIGHT FIXTURE. IF THE LIGHT FIXTURE CHANGES, THIS SIGNAGE NEEDS TO BE PROVIDED SEPARATELY. LIGHT FACING TO SIDE, TYP. ON BOTH ENDS OF ACCENT AREA BACKGROUNDS CHANGED PER ARCH. CHANGES 1 1 1 1 1 1 DATE DESCRIPTION 12.23.2020 PERMIT SET 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATE DESCRIPTION AMENITY SPACE FINISH SCHEDULE LEGEND ID800 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT MATERIAL CODE MATERIAL PRODUCT/DESCRIPTION FINISH SIZE MANUFACTURER/SUPPLIER REMARKS PLANTER PL-10 PLANTER Custom Planter, stone gladding: Daltile: ONE QUARTZ SURFACES; NQ69 ASH GREY - FINISH: HONED AS PER PRODUCT REFER TO DWGS Daltile: Rebecca Hankins; 404-625-9091; Rebecca.Hankins@daltile.com install per manufacturer recommendation; no grout joints; miter corner; coordinate lead time POLISHED CONCRETE PC-10 CONCRETE SEE SPECS Polished and sealed REFER TO DWGS install per manufacturer recommendation PULL/HARDWARE PUL-10 METAL 2" Tab Pull BLACK MATTE FINISH 1.41" H x 2" W x 0.79" D Schwinn Design; 2" Tab Pull install per manuf. recommendation; confirm exact location w/ ID prior to installation PUL-11 METAL integrated/ same color handle; full width AS PER PRODUCT As per product Porcelanosa: Julie Zanuz; 305-815-7774; jzanuz@porcelanosa-usa.com part of specified product PUL-12 METAL Integrated Aluminum ("J") handle - unless noted differently as integrated/ same color handle; full width SATIN ANODIZED ALUMINUM As per product Porcelanosa: Julie Zanuz; 305-815-7774; jzanuz@porcelanosa-usa.com part of specified product PUL-13 METAL Integrated Aluminum ("J") handle; full width SATIN ANODIZED ALUMINUM As per product Porcelanosa: Julie Zanuz; 305-815-7774; jzanuz@porcelanosa-usa.com part of specified product PUL-14 METAL Integrated Aluminum ("J") handle; full width SATIN ANODIZED ALUMINUM As per product Porcelanosa: Julie Zanuz; 305-815-7774; jzanuz@porcelanosa-usa.com part of specified product PUL-15 METAL Integrated Aluminum ("J") handle; full width SATIN ANODIZED ALUMINUM As per product Porcelanosa: Julie Zanuz; 305-815-7774; jzanuz@porcelanosa-usa.com part of specified product PUL-16 METAL BRIZO Vettis; Double Robe Hook BLACK MATTE FINISH As per product BRIZO/DELTA: Samantha Givans; sam@barger.agency install per manuf. recommendation; confirm exact location w/ ID prior to installation PUL-17 METAL 11515 TOWEL HOOK (two concealed hook posts) CHROME-PLATED As per product KEUCO, EDITION 400 install per manuf. recommendation; confirm exact location w/ ID prior to installation RESIN RES-10 RESIN 3FORM : 1/2" thick Varia Ecoresin, color/Style: Noir N58+Powder D03; Front Finish: Vellum F04; Back Finish: Sandstone F01 REFER TO DWGS 3Form: Jamie Kessler; 703-431-1316; jamie.kessler@3 form.com secure top and bottom only, all exposed edges to be sanded smooth per manuf recommendation,concealed fasten method SIGNAGE SG-10 CONCIERGE SIGNAGE SEE 2/ ID702 REFER TO DWGS confirm w/ owner prior to fabrication SG-11 ELEVATOR SIGNAGE Finish: satin stainless steel, no exposed fastener, stainless steel floor indicator with white lights (layout per ID-elevations) REFER TO DWGS submit layout for review and approval SG-20 UNIT SIGNAGE SEE 1&5/ ID710 REFER TO DWGS confirm w/ owner prior to fabrication STONE ST-10 COMPOSITE QUARTZ Daltile: ONE QUARTZ SURFACES; NQ69 ASH GREY - FINISH: HONED all exposed edges finshed/polished 3/4" thick; REFER TO DWGS Daltile: Rebecca Hankins; 404-625-9091; Rebecca.Hankins@daltile.com install per manufacturer recommendation; coordinate lead time ST-11 COMPOSITE QUARTZ Caesarstone, color: 4003 Sleek Concrete, use largest slabs available (10' long); square edges per manufacturer recommendation all exposed edges finshed/polished 3/4" thick; REFER TO DWGS CAESARSTONE: Afi Douez; 202-738-3978; Afi.Douez@caesarst oneus.com install per manufacturer recommendation; coordinate lead time ST-12 COMPOSITE QUARTZ Caesarstone, color: Raw Concrete 4004, use largest slabs available (10' long); square edges per manufacturer recommendation all exposed edges finshed/polished 3/4" thick; REFER TO DWGS CAESARSTONE: Afi Douez; 202-738-3978; Afi.Douez@caesarstoneus.com install per manufacturer recommendation; coordinate lead time ST-13 COMPOSITE QUARTZ Caesarstone, color: Raw Concrete 4004, miter corners typ. all exposed edges finshed/polished 3/4" thick; REFER TO DWGS CAESARSTONE: Afi Douez; 202-738-3978; Afi.Douez@caesarstoneus.com install per manufacturer recommendation; coordinate lead time ST-14 COMPOSITE QUARTZ Caesarstone, color: Frozen Terra 4601, use largest slabs available (10' long); square edges per manufacturer recommendation all exposed edges finshed/polished 3/4" thick; REFER TO DWGS CAESARSTONE: Afi Douez; 202-738-3978; Afi.Douez@caesarst oneus.com install per manufacturer recommendation; coordinate lead time ST-15 STONE OPTION 1: BLACK MARBLE; Sahara Noir, Polished Marble Slab; minimal veins; OPTION 2: Black Marble honed; minimal veins all exposed edges finshed/polished 3/4" thick; REFER TO DWGS local supplier install per manuf. recommendation; slab to be selected by ID & owner (note that this type may change in Mail Room depening on selection available); coordinate lead time ST-16 COMPOSITE QUARTZ Daltile: ONE QUARTZ SURFACES; NQ69 ASH GREY - FINISH: HONED all exposed edges finshed/polished 3/4" thick; REFER TO DWGS Daltile: Rebecca Hankins; 404-625-9091; Rebecca.Hankins@daltile.com install per manufacturer recommendation; coordinate lead time ST-17 COMPOSITE QUARTZ Caesarstone, color: 4001 Fresh Concrete, use largest slabs available (10' long); square edges per manufacturer recommendation all exposed edges finshed/polished 3/4" thick; REFER TO DWGS CAESARSTONE: Afi Douez; 202-738-3978; Afi.Douez@caesarstoneus.com install per manufacturer recommendation; coordinate lead time TRANSITION STRIP TS-10 METAL Schluter RENO-RAMP, finish: SATIN ANODIZED ALUMINUM ANODIZED ALUMINUM REFER TO DWGS & V.I.F. SCHLUTER: Jason Eckard; 410-999-4490; jeckard@schluter.com install per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness of tile/detail so face of transition strip and face of tile align; confirm ADA compliance TS-11 METAL Schluter Schiene, finish: brushed stainless steel EB ANODIZED ALUMINUM REFER TO DWGS & V.I.F. SCHLUTER: Jason Eckard; 410-999-4490; jeckard@schluter.com install per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness of tile/detail so face of transition strip and face of tile align; confirm ADA compliance TS-12 METAL Schluter DILEX-KSN, finish: TBD BRUSHED STAINLESS STEEL REFER TO DWGS & V.I.F. SCHLUTER: Jason Eckard; 410-999-4490; jeckard@schluter.com install per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness of tile/detail so face of transition strip and face of tile align; confirm ADA compliance TS-13 METAL Schluter RENO-V, finish: SATIN ANODIZED ALUMINUM ANODIZED ALUMINUM REFER TO DWGS & V.I.F. SCHLUTER: Jason Eckard; 410-999-4490; jeckard@schluter.com install per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness of tile/detail; confirm ADA compliance UPHOLSTERY UP-10 Textile Wolf Gordon: Gabrielle, Color: Moonstone; Backing: Styrene-butadiene Rubber (SBR); Construction: Woven; 100,000+ double rubs Spill and stain-resistant treatment REFER TO DWGS & V.I.F. Wolf Gordon: Tracy Lewis; 240-418-4180; tracy.lewis@wolfgordon.com install per manufacturer recommendation; coordinate lead time UP-11 Textile Wolf Gordon: Gabrielle, Color: Obsidian; Backing: Styrene-butadiene Rubber (SBR); Construction: Woven; 100,000+ double rubs Spill and stain-resistant treatment REFER TO DWGS & V.I.F. Wolf Gordon: Tracy Lewis; 240-418-4180; tracy.lewis@wolfgordon.com install per manufacturer recommendation; coordinate lead time VINYL/RUBBER FLOORING RB-10 RUBBER ECORE: Ecofit; color: 1213 Action! AS PER PRODUCT REFER TO DWGS, 4' wide roll Spartan Surfaces: Danny Boyle; 703-928-6508; DBoyle@spartansurfaces.com install per manufacturer recommendation; coordinate lead time - approx. 4-6 weeks lead time RB-11 RUBBER ECORE: Ecofit; color: 1214 Take One AS PER PRODUCT REFER TO DWGS, 4' wide roll Spartan Surfaces: Danny Boyle; 703-928-6508; DBoyle@spartansurfaces.com install per manufacturer recommendation; coordinate lead time - approx. 4-6 weeks lead time WALK-OFF MAT WM-10 STAINLESS STEEL GRID Construction Specialties - Pedimat Gridline G6 and pan AS PER PRODUCT REFER TO DWGS & V.I.F. install per manufacturer recommendation; depth to be coordinated w/ slab depression WALL BASE WB-10 PAINTED MDF BASE moisture resistant mdf base, square edge profile; Sherwin Williams: Color SW 6991/BLACK MAGIC SEMIGLOSS 6" high x 3/4" thick (total dims), eased edges (U.N.O.) Sherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. WB-11 PAINTED MDF BASE moisture resistant mdf base, square edge profile; Sherwin Williams: Color SW 6991/BLACK MAGIC SEMIGLOSS 6" high x 3/4" thick (total dims), eased edges Sherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin .com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. WB-12 RUBBER Millwork Wall Finishing System: Mandalay MW-XX-H6 , color to match concrete floor (submit options for review and approval once flooring is complete) AS PER PRODUCT 6" high x .375" thick Tarkett; https://commercial.tarkett.com install per manuf. recommendation WB-13 PAINTED MDF BASE moisture resistant mdf base, square edge profile; Sherwin Williams: Color SW 6991/BLACK MAGIC SEMIGLOSS 8" high x 3/4" thick (total dims), eased edges Sherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. WB-14 PAINTED MDF BASE moisture resistant mdf base, square edge profile; Sherwin Williams: Color SW 6991/BLACK MAGIC SEMIGLOSS 8" high x 3/4" thick (total dims), eased edges Sherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. WB-20 PAINTED MDF BASE moisture resistant mdf base, square edge profile; Sherwin Williams: Color SW 6991/BLACK MAGIC SEMIGLOSS 6" high x 3/4" thick (total dims), eased edges Sherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. WALL COVERING WC-10 WALL COVERING WolfGordon Connections; Collection Name: Tjep. Cubism; color: Concrete AS PER PRODUCT, Fabric backed Vinyl REFER TO DWGS & V.I.F. Wolf Gordon: Tracy Lewis; 240-418-4180; tracy.lewis@wolfgordon.com install per manufacturer recommendation WC-11 WALL COVERING MDC Sketchbook; color: Graphite | DG1093; pattern match: non-reversable straight across match AS PER PRODUCT, non-woven backed vinyl REFER TO DWGS & V.I.F. MDC: Sal Vitale ; 856-562-0146 ; SVitale@mdcwall.com install per manufacturer recommendation WC-12 WALL COVERING WolfGordon Uncorked; Collection Name: Symphony; color: New York Night AS PER PRODUCT REFER TO DWGS & V.I.F. Wolf Gordon: Tracy Lewis; 240-418-4180; tracy.lewis@wolfgordon.com install per manufacturer recommendation WC-13 WALL COVERING LEVEL DIGITAL WALLCOVERING: Design #: L71702; Memphis; Color: Plasma (swap following colors: replace "4" w/ SW 0008/CAJUN RED, replace "2" w/ SW 7641/COLONNADE GRAY) AS PER PRODUCT, Textured Vinyl, w/ coating REFER TO DWGS & V.I.F. National Wallcovering: Jennifer Calhoun; 703-206-8824 jennifer.calhoun@nationalwallcovering.com; install per manufacturer recommendation; coordinate lead time; submit project specific pattern/layout for review and approval WC-20 WALL COVERING NO LONGER USED WC-21 WALL COVERING MDC Sketchbook; color: Graphite | DG1093; pattern match: non-reversable straight across match AS PER PRODUCT, non-woven backed vinyl REFER TO DWGS MDC: Sal Vitale ; 856-562-0146 ; SVitale@mdcwall.com install per manufacturer recommendation; coordinate lead time WALL TILE WT-10 PORCELAIN STONEWARE HARMONY - TONAL by RAW COLOR; COLOR: Tonal White Q7, mix of 1/20 & 2/20 & 3/20 AS PER PRODUCT 7 7/8 * 7 7/8 * 5/16, AS PER PRODUCT TILEBAR: Ely Atias; 323.334.5270; Ely@tilebar.com install per manuf. recommendation; 1/8" joints; grout per manuf. recommendation (epoxy grout); Color: to match dark portion of tile (submit for review and approval); joint width to match throughout the pattern WT-11 PORCELAIN STONEWARE COVER design by Patricia Urquiola; GRID color: grey; 6mm thick - 47"x94" AS PER PRODUCT REFER TO DWGS & V.I.F. TILEBAR: Ely Atias; 323.334.5270; Ely@tilebar.com install per manufacturer recommendation; 1/16" joints where needed; grout to match tile finish (submit for review and approval); GC to coordinate lead time WT-12 PORCELAIN TILE Ventura Grigio Mix 6x48 Matte Porcelain Tile; color gray AS PER PRODUCT REFER TO DWGS; 6" x 48" TILEBAR: Ely Atias; 323.334.5270; Ely@tilebar.com install per manufacturer recommendation; 1/8" joints; mix different textures evenly; grout per manuf. recommendation; Color: TBD (submit for review and approval); coordinate lead time WT-13 PORCELAIN TILE Ann Sacks: Savoy Design: Ribbed, Color: Lotus Linen AS PER PRODUCT AS PER PRODUCT; 2"x8" Ann Sacks: 202.299.0014; DC@annsacks.com install per manufacturer recommendation; grout (Urethane grout) per manuf. recommendation; Color: TBD (submit for review and approval); keep grout joint (1/16" per manuf. recommendation) consistant throughout pattern (to be sealed); coordinate lead time WT-14 PORCELAIN TILE COVER design by Patricia Urquiola; NUBE color: black; 6mm thick - 47"x94" AS PER PRODUCT REFER TO DWGS & V.I.F. TILEBAR: Ely Atias; 323.334.5270; Ely@tilebar.com install per manufacturer recommendation; 1/16" joints where needed; grout to match tile finish (submit for review and approval); GC to coordinate lead time WT-15 GLAZED WALL TILE Santos DUET: CHARCOAL (GLOSSY/MATTE ON EACH TILE, MIX OF DIFFERENT GLAZING SIZE) AS PER PRODUCT 2"X4", PATTERN AS SHOWN ON 4/ID605 Design and Direct Source; info@designanddirectsource.com; 503-525-0600; www.dds-tile.com install per manufacturer recommendation; grout per manuf. recommendation; keep grout joint - 1/8" (color to match tile submit for review and approval) consistant throughout pattern; coordinate lead time WT-16 LAMINAM CROSSVILLE: OXIDE 3+, Color: Nero AS PER PRODUCT AS PER PRODUCT MOSAICTILE COMPANY: Andrew Taylor; 301-717-9708; ataylor@mosaictileco.com install per manufacturer recommendation; no joints (full size); coordinate lead time WT-17 MOSAIC (SMALL) BWS-4M 1”x1” White AS PER PRODUCT REFER TO DWGS MOSAICTILE COMPANY: Andrew Taylor; 301-717-9708; ataylor@mosaictileco.com install per manuf. recommendation; grout per manuf. recommendation (epoxy grout); Color: to match WT-10 grout (submit for review and approval); joint width to match throughout the pattern WALL TRIM TR-10 METAL Schluter Quadec and Inside/Outside Corner as required, finish: brushed stainless steel EB BRUSHED STAINLESS STEEL REFER TO DWGS & V.I.F. SCHLUTER: Jason Eckard; 410-999-4490; jeckard@schluter.com install per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness of tile/detail so face of trim and face of tile align TR-11 METAL Schluter Schiene, finish: brushed stainless steel EB BRUSHED STAINLESS STEEL REFER TO DWGS & V.I.F. SCHLUTER: Jason Eckard; 410-999-4490; jeckard@schluter.com install per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness of tile/detail so face of trim and face of tile align TR-12 METAL Anodized Aluminum 90° Angle Molding, 2 Equal Sides (1") BLACK MATTE FINISH REFER TO DWGS & V.I.F. SCHLUTER: Jason Eckard; 410-999-4490; jeckard@schluter.com install per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness of tile/detail so face of trim and face of tile align TR-13 METAL Schluter Schiene-Step, finish: brushed stainless steel EB BRUSHED STAINLESS STEEL REFER TO DWGS & V.I.F. SCHLUTER: Jason Eckard; 410-999-4490; jeckard@schluter.com install per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness of tile/detail so face of trim and face of tile align TR-14 METAL Schluter Schiene, finish: brushed stainless steel EB BRUSHED STAINLESS STEEL REFER TO DWGS & V.I.F. SCHLUTER: Jason Eckard; 410-999-4490; jeckard@schluter.com install per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness of tile/detail so face of trim and face of tile align TR-15 METAL Schluter Schiene, finish: brushed stainless steel EB BRUSHED STAINLESS STEEL REFER TO DWGS & V.I.F. SCHLUTER: Jason Eckard; 410-999-4490; jeckard@schluter.com install per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness of tile/detail so face of trim and face of tile align TR-16 METAL Fry Reglet Wall Cover Trim Base and Termination - WCTBT125-217 CLEAR ANODIZED REFER TO DWGS & V.I.F. https://fryreglet.com/wall-covering-base-terminati on/ install per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness of tile/detail so face of trim and face of tile align TR-17 METAL Schluter Quadec and Inside/Outside Corner as required,finish: textured color-coated aluminum color: TSDA Dark Anthracite COLOR-COATED ALUMINUM REFER TO DWGS & V.I.F. SCHLUTER: Jason Eckard; 410-999-4490; jeckard@schluter.com install per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness of tile/detail so face of trim and face of tile align WOOD WD-10 WOOD Material: American Elm or Thoroughbred Oak; Texture: Smooth; Grade/ Character: knots present - average size about a nickels' width or smaller, no holes or large checks CLEAR SATIN, UV RESISTANT REFER TO DWGS & V.I.F. (SOLID) ALKS: AJ Minite; 202-258-6359; ajminite@alks.com; (Wellborn+Wright or similar) concealed installation per manuf. recommendation; to be finished on all exposed sides; color to match control sample need to be submitted to and approved by interior designer; provide mock-up; 15% waste factor WD-11 WOOD Material: American Elm or Thoroughbred Oak; Texture: Smooth; Grade/ Character: knots present - average size about a nickels' width or smaller, no holes or large checks CLEAR SATIN, UV RESISTANT REFER TO DWGS & V.I.F. (SOLID) ALKS: AJ Minite; 202-258-6359; ajminite@alks.com; (Wellborn+Wright or similar) concealed installation per manuf. recommendation; to be finished on all exposed sides; color to match control sample need to be submitted to and approved by interior designer; provide mock-up; 15% waste factor WD-12 WOOD Material: American Elm or Thoroughbred Oak; Texture: Smooth; Grade/ Character: knots present - average size about a nickels' width or smaller, no holes or large checks CLEAR SATIN, UV RESISTANT REFER TO DWGS & V.I.F. (SOLID) ALKS: AJ Minite; 202-258-6359; ajminite@alks.com; (Wellborn+Wright or similar) concealed installation per manuf. recommendation; to be finished on all exposed sides; color to match control sample need to be submitted to and approved by interior designer; provide mock-up; 15% waste factor WD-13 WOOD Acoustical ARTCONCEPTS: Akupanel: acoustic panels, Dimensions: 600mm x 2400mm ; Thickness: 20mm; Material: PET Polyester Fiber, MDF, Wood Veneer. color: TBD REFER TO DWGS & V.I.F. Josh Benjamin; 703-855-9672; Josh_ArchElements@msn.com install per manufacturer recommendation; flat black screws to attach to GWB; full size panels (no horizontal joints); coordinate lead time MATERIAL CODE MATERIAL PRODUCT/DESCRIPTION FINISH SIZE MANUFACTURER/SUPPLIER REMARKS ART ART-1 ART Plyboo: Panel Collection Name: Futura™ Sound; Color: TBD; Dimensions: 47 ¾”x47 ¾”x¾” each; geometry: Squares;Noise Reduction Coefficient: NRC .7 (or greater); Material: Plyboo Real Core bamboo; Fire Rating: Class B AS PER PRODUCT REFER TO DWGS PLYBOO: Victoria Rickert; 802-777-7709; victoria@plyboo.com install per manufacturer recommendation (continuous Z-clip bar at 6"-8" off the top and bottom, painted to match the adjacent wall finish prior to installation); provide adequate blocking in wall; confirm design/orientation w/ Interior Designer, submit shop drawings for review and approval; coordinate lead time BRICK BR-10 THIN BRICK to match adjacent exterior brick (adjacent to vestibule - MUDBOX SMOOTH, GEORGETOWNE); provide corner piece brick at corners AS PER PRODUCT REFER TO DWGS WATSONTOWN BRICK COMPANY install per manufacturer recommendation - 3/8" grout joints, color TBD; use thin set mortar (1/4" notched trowel) on 1/2" cement board - coordinate lead time CARPET TILE CPT-10 CARPET SHAW, carpet tile, rethread tile; collection: modern edit; style number: 5T165, color: heritage blue; color number: 64481 AS PER PRODUCT REFER TO DWGS, tile size: 18"x36" Shaw: Leslie Jones; 410-908-9320; leslie.jones@shawinc.com install per manufacturer recommendation; ASHLAR pattern; see Finish Floor Plan for installation starting point; coordinate lead time CPT-20 CARPET Padcraft 10572 COLOUR INTERFERENCE COLLECTION: OPTIC LIGHT; COLOR: SAND 00150 AS PER PRODUCT REFER TO DWGS, tile size: 12"x48" Padcraft: Erin Kelly; 240.672.1264; erin.kelly@patcraft.com install per manufacturer recommendation; pattern: see Finish Floor Plan; see Finish Floor Plan for installation starting point; coordinate lead time CPT- 21 CARPET Padcraft 10572 COLOUR INTERFERENCE COLLECTION: OPTIC LIGHT; COLOR: ORANGE-SAND 00152 AS PER PRODUCT REFER TO DWGS, tile size: 12"x48" Padcraft: Erin Kelly; 240.672.1264; erin.kelly@patcraft.c om install per manufacturer recommendation; pattern: see Finish Floor Plan; see Finish Floor Plan for installation starting point; coordinate lead time ELEVATOR CAB CAB-10 PORCELAIN TILE TO MATCH T-11 AS PER PRODUCT 12"x24" MOSAICTILE COMPANY: Andrew Taylor; 301-717-9708; ataylor@mosaictileco.com install & prep floor per manufacturer recommendation; 1/8" grout joint (to be sealed), per manuf. recommendation; color: to match darkest color of tile (submit for review and approval); provide mock-up for review and approval; coordinate lead time CAB-11 VARIES Forms + Surfaces LEVELe-105: Capture panels in custom wood veneer - to match WD-10 (one panel each elevation) and vivichrome chromis (configuration: reflect/color: white/finish: opalex), handrail panel: satin stainless finish; base material: satin stainless steel; extrusion and corner reveal color: aluminum clear anodized; handrail type: quadrant; handrail in satin stainless steel with vise stand off in satin stainless steel; siz-panel suspended island design ceiling (panels consist of satin stainless finish faces on a fire-rated structural backer) with LED perimeter lighting AS PER PRODUCTS REFER TO DWGS Forms+Surfaces: Roger Wilson; 678-296-4043; roger.wilson@forms-surfaces.com install per manufacturer recommendation; submit layout for review and approval; coordinate lead time FIRE PLACE FP-10 FIRE PLACE VAPOR-FIRE FIREPLACE: AIDAN See-Thru 36” Diameter, 8” Flue - North American Designed and Manufactured by CF+D BLACK MATTE FINISH REFER TO DWGS CF+D custom fireplace design inc.: Vince Volpe; 1-866-909-3070; vince@customfireplacedesign.com Custom Vapor-Fire per manuf. Recommendation; provide plumbing/electrical as required by manufacturer; submit pebbles (at fire) for review and approval - to be black mexican, smooth finish, 3/4" in diameter FLOOR TILE T-10 PORCELAIN TILE Edimax Kardoso ; color: gray; finish: matte (12″x24″) & Decoro Scratch (6″x24″) AS PER PRODUCT MATTE MIX SIZES (HALF 12"x24" & HALF 6"x24") MOSAICTILE COMPANY: Andrew Taylor; 301-717-9708; ataylor@mosaictileco.com install & prep floor per manufacturer recommendation; provide required movement joints (Schluter-Dilex-color TBD); 1/8" grout joint (to be sealed), per manuf. recommendation; color: to match darkest color of tile (submit for review and approval); provide mock-up for review and approval; coordinate lead time T-11 PORCELAIN TILE Edimax Kardoso ; color: gray; finish: matte (12″x24″) AS PER PRODUCT MATTE 12"x24" MOSAICTILE COMPANY: Andrew Taylor; 301-717-9708; ataylor@mosaictileco.com install & prep floor per manufacturer recommendation; 1/8" grout joint (to be sealed), per manuf. recommendation; color: to match darkest color of tile (submit for review and approval); provide mock-up for review and approval; coordinate lead time GLAZING GL-10 GLASS PARTITION frameless 3/8" tempered clear glass panel w/ beveled polished edges, 1" corner radius; PROVIDE CRL BRITE ANODIZED 3/8" FIXED PANEL SHOWER DOOR DEEP U-CHANNEL WET GLAZED W/ CLEAR SILICONE TO SECURE GLASS, TO BOTTOM AND SIDE REFER TO DWGS & V.I.F. install per manufacturer recommendation LUXURY VINYL TILE LVT-10 LUXURY VINYL TILE SHAW: Style: 0866V CATHEDRAL OAK 720C PLUS, Color: Charred Oak ; Wear Layer: 20 mil AS PER PRODUCT As per product; 9" x 59" Shaw: Joseph Benavides; 240-285-3840; joseph.benavides@shawinc.com install per manuf. recommendation; flooring to extend beyond face of wall base - typ; stagger installation LVT-11 LUXURY VINYL TILE SHAW: Style: 0867V HERITAGE OAK 720C PLUS, Color: Bur Oak ; Wear Layer: 20 mil AS PER PRODUCT As per product; 9" x 59" Shaw: Joseph Benavides; 240-285-3840; joseph.benavides@shawinc.com install per manuf. recommendation; flooring to extend beyond face of wall base - typ; stagger installation MAIL BOX MB-10 METAL AF Florence: versatile 4C Mailbox, 4C11D-10; color: matte Black AS PER PRODUCT REFER TO DWGS AF Florence Refer to Drawings and specs METAL MTL-10 METAL 3/4" thick metal shelf, powder coat w/matte black shop finish; crisp edges, miter joints, typical BLACK MATTE FINISH REFER TO DWGS custom concealed fasten method typ. for all exposed surfaces; coordinate lead time; provide mock-up for review and approval prior to fabrication MTL-11 METAL 1" thick metal shelf, powder coat w/matte black shop finish; crisp edges, miter joints, typical BLACK MATTE FINISH REFER TO DWGS custom concealed fasten method typ. for all exposed surfaces; coordinate lead time; provide mock-up for review and approval prior to fabrication MTL-12 METAL 3/4" thick metal frame, powder coat w/matte black shop finish; crisp edges, miter joints, typical BLACK MATTE FINISH REFER TO DWGS custom anchored securily to the slab above, GC to coordinate, provide adequate support in ceiling MTL-13 METAL PURE+FREEFORM: Luxury Vintage Collection; Color: Brooklyn Steel AS PER PRODUCT REFER TO DWGS Color/finish to match control sample - need to be submited to and approved by architect MTL-14 METAL see detail 3/ID703 per struct. recommendation; powder coat w/matte black shop finish BLACK MATTE FINISH REFER TO DWGS custom concealed fasten method MTL-15 METAL 1/8" thick metal plate shelf with ledge, powder coat w/matte black shop finish; crisp edges BLACK MATTE FINISH REFER TO DWGS custom countersunk torx screw head (match finish) fasten method; even screw pattern - submit for review & approval MTL-16 METAL 1/8" thick metal plate shelf with ledge, powder coat w/matte black shop finish; crisp edges BLACK MATTE FINISH REFER TO DWGS custom countersunk torx screw head (match finish) fasten method; even screw pattern - submit for review & approval R-10 METAL custom decorative metal railing, prefinished/shop-applied powder coat, matte black, provide flat end caps at returns to wall at each end; top of handrail at 3'-0"; pass handrail 1'-0" on each end of ramp REFER TO DWGS custom METAL BASE B-10 METAL WALL BASE PURE+FREEFORM: Collection: Signature Series; Color: Black Diamond AS PER PRODUCT, matte REFER TO DWGS & V.I.F. www.purefreeform.com; kaitlyn@purefreeform.com; 952-529-5588 Color/finish to match control sample - needs to be submitted to and approved by architect; confirm any joints with architect - use longest length possible; miter corners typ., coordinate lead time; securely attached to substrate/concealed fasten B-11 METAL WALL BASE PURE+FREEFORM: Collection: Signature Series; Color: Black Diamond AS PER PRODUCT, matte REFER TO DWGS & V.I.F. www.purefreeform.com; kaitlyn@purefreeform.com; 952-529-5588 Color/finish to match control sample - needs to be submitted to and approved by architect; confirm any joints with architect - use longest length possible; miter corners typ., coordinate lead time; securely attached to substrate/concealed fasten B-12 METAL WALL BASE PURE+FREEFORM: Collection: Signature Series; Color: Black Diamond AS PER PRODUCT, matte REFER TO DWGS & V.I.F. www.purefreeform.com; kaitlyn@purefreeform.com; 952-529-5588 Color/finish to match control sample - needs to be submitted to and approved by architect; confirm any joints with architect - use longest length possible; miter corners typ., coordinate lead time; securely attached to substrate/concealed fasten B-13 METAL WALL BASE PURE+FREEFORM: Collection: Signature Series; Color: Black Diamond AS PER PRODUCT, matte REFER TO DWGS & V.I.F. www.purefreeform.com; kaitlyn@purefreeform.com; 952-529-5588 Color/finish to match control sample - needs to be submitted to and approved by architect; confirm any joints with architect - use longest length possible; miter corners typ., coordinate lead time; securely attached to substrate/concealed fasten B-14 METAL WALL BASE PURE+FREEFORM: Collection: Signature Series; Color: Black Diamond AS PER PRODUCT, matte REFER TO DWGS & V.I.F. www.purefreeform.com; kaitlyn@purefreeform.com; 952-529-5588 Color/finish to match control sample - needs to be submitted to and approved by architect; confirm any joints with architect - use longest length possible; miter corners typ., coordinate lead time; securely attached to substrate/concealed fasten METAL SHELVING MS-10 METAL SHELVING http://e-zshelving.com/metal-shelving-systems/ See specs MILLWORK MEL-10 LAMINATE PORCELANOSA/GAMADECOR: RESIDENCE LINE; FINISH: ROBLE NEGRO ( ALL INTERIOR OF THE CABINETS TO BE MATTE BLACK FINISH ) AS PER PRODUCT REFER TO DWGS Porcelanosa: Julie Zanuz; 305-815-7774; jzanuz@porcelanosa-usa.com provide locks on each cabinet per owner advice; provide continuous standard toekick made of aluminum, steel finish as required; 12-16 weeks lead time MEL-11 HPL PORCELANOSA/GAMADECOR: RESIDENCE LINE; FINISH: TOPO BRILLO; ( ALL INTERIOR OF THE CABINETS TO BE WHITE FINISH ) AS PER PRODUCT REFER TO DWGS Porcelanosa: Julie Zanuz; 305-815-7774; jzanuz@porcelanosa-usa.com provide locks on each cabinet per owner advice; provide continuous standard toekick made of aluminum, steel finish as required; 12-16 weeks lead time MEL-12 HPL PORCELANOSA/GAMADECOR: RESIDENCE LINE; FINISH: CEMENT BRILLO; OPEN SHELVES (BACK PANEL FINISHED; CONCEALED FASTEN METHOD) AS PER PRODUCT REFER TO DWGS Porcelanosa: Julie Zanuz; 305-815-7774; jzanuz@porcelanosa-usa.com 12-16 weeks lead time MEL-13 LAMINATE PORCELANOSA/GAMADECOR: RESIDENCE LINE; FINISH: ROBLE NEGRO AS PER PRODUCT REFER TO DWGS Porcelanosa: Julie Zanuz; 305-815-7774; jzanuz@porcelanosa-usa.com 12-16 weeks lead time MEL-14 LAMINATE PORCELANOSA/GAMADECOR: RESIDENCE LINE; FINISH: ROBLE NEGRO ( ALL INTERIOR OF THE CABINETS TO BE MATTE BLACK FINISH ) AS PER PRODUCT REFER TO DWGS Porcelanosa: Julie Zanuz; 305-815-7774; jzanuz@porcelanosa-usa.com provide continuous standard toekick made of aluminum, steel finish as required; 12-16 weeks lead time MEL-15 LAMINATE PORCELANOSA/GAMADECOR: RESIDENCE LINE; FINISH: ROBLE NEGRO ( ALL INTERIOR OF THE CABINETS TO BE MATTE BLACK FINISH ) AS PER PRODUCT REFER TO DWGS Porcelanosa: Julie Zanuz; 305-815-7774; jzanuz@porcelanosa-usa.com provide locks on each cabinet per owner advice; provide continuous standard toekick made of aluminum, steel finish as required; 12-16 weeks lead time MW-10 WOOD VENEER BROGANWOODPRODUCTS LLC, Product Line: Exclusive EH Line, Type: Plain Grey Dark, Finish: Clear Acrylic Polyurethane by ILVA ( ALL INTERIOR OF THE CABINETS TO BE MATTE BLACK FINISH ) SATIN SHEEN, UV RESISTANT REFER TO DWGS info@scottbrogangroup.com; 973-448-2934 to match control sample - need to be submitted to and approved by Interior Designer; provide locks on each cabinet per owner advice MW-11 MDF MOISTURE RESISTANT MDF, PAINTED; COLOR "A": SW 0008/CAJUN RED & COLOR "B": SW 0032/NEEDLEPOINT NAVY SATIN SHEEN, UV RESISTANT, WATER/ STAIN RESISTANT REFER TO DWGS GC CHOICE sample needs to be submitted to and approved by Interior Designer MW-12 MDF MOISTURE RESISTANT MDF, NATURAL FINISH SATIN SHEEN, UV RESISTANT, WATER/ STAIN RESISTANT REFER TO DWGS GC CHOICE sample needs to be submitted to and approved by Interior Designer MW-13 MDF PAINTED MOISTURE RESISTANT MDF, COLOR TBD SATIN SHEEN, UV RESISTANT, WATER/ STAIN RESISTANT 3/4" thick; REFER TO DWGS GC CHOICE sample needs to be submitted to and approved by Interior Designer MIRROR MIR-10 MIRROR TEMPERED CLEAR MIRROR, POLISHED EDGES, 1/4" THICK, FULL HEIGHT; Vinyl backed Mirror; 8" frame all sides MF-10 REFER TO DWGS & V.I.F. provide req'd blocking; securily attached to wall MIR-11 MIRROR TEMPERED CLEAR MIRROR, POLISHED EDGES, 1/4" THICK, FULL HEIGHT; Vinyl backed Mirror; 8" frame all sides MF-10 REFER TO DWGS & V.I.F. provide req'd blocking; securily attached to wall MIR-12 MIRROR TEMPERED CLEAR MIRROR, POLISHED EDGES, 1/4" THICK, FULL HEIGHT; Vinyl backed Mirror REFER TO DWGS & V.I.F. provide req'd blocking; securily attached to wall MIR-13 MIRROR TEMPERED CLEAR MIRROR, POLISHED EDGES, 1/4" THICK, FULL HEIGHT; Vinyl backed Mirror; 8" frame all sides MF-10 REFER TO DWGS & V.I.F. provide req'd blocking; securily attached to wall MIRROR FRAME MF-10 MIRROR FRAME moisture resistant mdf base, square edge profile; Sherwin Williams: to match WB-13 SEMIGLOSS REFER TO DWGS; 8" high x 3/4" thick (total dims) Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. PAINT PT-10 PAINT Sherwin Williams: Color TBD FLAT (EGGSHELL IN PACKAGE R. ONLY) N/A Sherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. PT-11 PAINT Sherwin Williams: Color SW 9545 GHOSTED FLAT N/A Sherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. PT-11A PAINT Sherwin Williams: Color SW 9545 GHOSTED FLAT N/A Sherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. PT-12 PAINT Sherwin Williams: Color TBD FLAT N/A Sherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. PT-13 PAINT Sherwin Williams: Color TBD FLAT N/A Sherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. PT-14 PAINT Sherwin Williams: Color SW 7642 PAVESTONE SEMIGLOSS N/A Sherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. PT-15 PAINT Sherwin Williams: Color SW 6991/BLACK MAGIC FLAT N/A Sherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. PT-15A PAINT Sherwin Williams: Color SW 6991/BLACK MAGIC FLAT N/A Sherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. PT-16 PAINT Sherwin Williams: Color SW 7641 COLONNADE GRAY EGGSHELL N/A Sherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. PT-17 PAINT Sherwin Williams: Color SW 7629 GRAPY SEMIGLOSS N/A Sherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. PT-18 PAINT Sherwin Williams: Color SW 6991/BLACK MAGIC FLAT N/A Sherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. PT-18A PAINT Sherwin Williams: Color SW 6991/BLACK MAGIC FLAT N/A Sherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwi n.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. PT-19 PAINT Sherwin Williams: Color SW 7641 COLONNADE GRAY FLAT N/A Sherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. PT-20 PAINT Sherwin Williams: Color SW 7641 COLONNADE GRAY FLAT N/A Sherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. PT-21 PAINT Sherwin Williams: Color SW 9545 GHOSTED FLAT N/A Sherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. PT-22 PAINT Sherwin Williams: Color SW 7674 PEPPERCORN FLAT N/A Sherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. PT-30 PAINT Sherwin Williams: Color SW 9545 GHOSTED FLAT N/A Sherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. INTERIOR FINISH LEGEND General Note: Provide shades at windows in Resident Lounge and on West wall of Fitness Center. Shades ( roller shades: MechoSystems, ThermoVeil Satin/Diamond Weave - 1-2% Openess Factor - color: TBD - confirm which face goes on the Interior ) are part of the base building. Provide adequate support, typical. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 12.23.2020 PERMIT SET 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION AMENITY SPACE FINISH SCHEDULE ID801 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT COMMON AREA FINISH SCHEDULE LOCATION/ SURFACE FINISH CODEMATERIALPRODUCT/DESCRIPTIONFINISHSIZEMANUFACTURER/SUPPLIERREMARKS 106 ELEVATOR LOBBY CEILINGPT-30PAINTSherwin Williams: Color SW 9545 GHOSTEDFLATN/ASherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. FLOORT-10PORCELAIN TILEEdimax Kardoso ; color: gray; finish: matte (12″x24″) & Decoro Scratch (6″x24″) AS PER PRODUCT MATTE MIX SIZES (HALF 12"x24" & HALF 6"x24") MOSAICTILE COMPANY: Andrew Taylor; 301-717-9708; ataylor@mosaictileco.com install & prep floor per manufacturer recommendation; provide required movement joints (Schluter-Dilex-color TBD); 1/8" grout joint (to be sealed), per manuf. recommendation; color: to match darkest color of tile (submit for review and approval); provide mock-up for review and approval; coordinate lead time RAILING AT RAMPR-10METALcustom decorative metal railing, prefinished/shop-applied powder coat, matte black, provide flat end caps at returns to wall at each end; top of handrail at 3'-0"; pass handrail 1'-0" on each end of ramp REFER TO DWGScustom TRANSITION STRIP TS-10METALSchluter RENO-RAMP, finish: SATIN ANODIZED ALUMINUMANODIZED ALUMINUMREFER TO DWGS & V.I.F.SCHLUTER: Jason Eckard; 410-999-4490; jeckard@schluter.com install per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness of tile/detail so face of transition strip and face of tile align; confirm ADA compliance TRANSITION STRIP TS-11METALSchluter Schiene, finish: brushed stainless steel EBANODIZED ALUMINUMREFER TO DWGS & V.I.F.SCHLUTER: Jason Eckard; 410-999-4490; jeckard@schluter.com install per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness of tile/detail so face of transition strip and face of tile align; confirm ADA compliance TRANSITION STRIP TS-12METALSchluter DILEX-KSN, finish: TBDBRUSHED STAINLESS STEEL REFER TO DWGS & V.I.F.SCHLUTER: Jason Eckard; 410-999-4490; jeckard@schluter.com install per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness of tile/detail so face of transition strip and face of tile align; confirm ADA compliance TRANSITION STRIP TS-13METALSchluter RENO-V, finish: SATIN ANODIZED ALUMINUMANODIZED ALUMINUMREFER TO DWGS & V.I.F.SCHLUTER: Jason Eckard; 410-999-4490; jeckard@schluter.com install per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness of tile/detail; confirm ADA compliance WALLPT-10PAINTSherwin Williams: Color TBDFLAT (EGGSHELL IN PACKAGE R. ONLY) N/ASherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. WALL ACCENTBR-10THIN BRICKto match adjacent exterior brick (adjacent to vestibule - MUDBOX SMOOTH, GEORGETOWNE); provide corner piece brick at corners AS PER PRODUCTREFER TO DWGSWATSONTOWN BRICK COMPANYinstall per manufacturer recommendation - 3/8" grout joints, color TBD; use thin set mortar (1/4" notched trowel) on 1/2" cement board - coordinate lead time WALL ACCENTPT-12PAINTSherwin Williams: Color TBDFLATN/ASherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. WALL ACCENTWT-12PORCELAIN TILEVentura Grigio Mix 6x48 Matte Porcelain Tile; color grayAS PER PRODUCTREFER TO DWGS; 6" x 48"TILEBAR: Ely Atias; 323.334.5270; Ely@tilebar.com install per manufacturer recommendation; 1/8" joints; mix different textures evenly; grout per manuf. recommendation; Color: TBD (submit for review and approval); coordinate lead time WALL BASEWB-10PAINTED MDF BASE moisture resistant mdf base, square edge profile; Sherwin Williams: Color SW 6991/BLACK MAGIC SEMIGLOSS6" high x 3/4" thick (total dims), eased edges (U.N.O.) Sherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. WALL TRIMTR-11METALSchluter Schiene, finish: brushed stainless steel EBBRUSHED STAINLESS STEEL REFER TO DWGS & V.I.F.SCHLUTER: Jason Eckard; 410-999-4490; jeckard@schluter.com install per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness of tile/detail so face of trim and face of tile align 107 RESIDENT LOUNGE CEILINGPT-15APAINTSherwin Williams: Color SW 6991/BLACK MAGICFLATN/ASherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. CEILINGPT-30PAINTSherwin Williams: Color SW 9545 GHOSTEDFLATN/ASherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. CEILINGWD-11WOODMaterial: American Elm or Thoroughbred Oak; Texture: Smooth; Grade/ Character: knots present - average size about a nickels' width or smaller, no holes or large checks CLEAR SATIN, UV RESISTANT REFER TO DWGS & V.I.F. (SOLID)ALKS: AJ Minite; 202-258-6359; ajminite@alks.com; (Wellborn+Wright or similar) concealed installation per manuf. recommendation; to be finished on all exposed sides; color to match control sample need to be submitted to and approved by interior designer; provide mock-up; 15% waste factor CEILINGWD-12WOODMaterial: American Elm or Thoroughbred Oak; Texture: Smooth; Grade/ Character: knots present - average size about a nickels' width or smaller, no holes or large checks CLEAR SATIN, UV RESISTANT REFER TO DWGS & V.I.F. (SOLID)ALKS: AJ Minite; 202-258-6359; ajminite@alks.com; (Wellborn+Wright or similar) concealed installation per manuf. recommendation; to be finished on all exposed sides; color to match control sample need to be submitted to and approved by interior designer; provide mock-up; 15% waste factor COUNTER TOP & VERTICAL RETURNS AT KITCHEN ACCENT & FIREPLACE TABLE ST-13COMPOSITE QUARTZ Caesarstone, color: Raw Concrete 4004, miter corners typ.all exposed edges finshed/polished 3/4" thick; REFER TO DWGSCAESARSTONE: Afi Douez; 202-738-3978; Afi.Douez@caesarstoneus.com install per manufacturer recommendation; coordinate lead time COUNTER TOP & VERTICAL RETURNS AT WORK STATION ST-12COMPOSITE QUARTZ Caesarstone, color: Raw Concrete 4004, use largest slabs available (10' long); square edges per manufacturer recommendation all exposed edges finshed/polished 3/4" thick; REFER TO DWGSCAESARSTONE: Afi Douez; 202-738-3978; Afi.Douez@caesarstoneus.com install per manufacturer recommendation; coordinate lead time COUNTER TOPS AT KITCHEN ST-14COMPOSITE QUARTZ Caesarstone, color: Frozen Terra 4601, use largest slabs available (10' long); square edges per manufacturer recommendation all exposed edges finshed/polished 3/4" thick; REFER TO DWGSCAESARSTONE: Afi Douez; 202-738-3978; Afi.Douez@caesarstoneus.com install per manufacturer recommendation; coordinate lead time FIRE PLACEFP-10FIRE PLACEVAPOR-FIRE FIREPLACE: AIDAN See-Thru 36” Diameter, 8” Flue - North American Designed and Manufactured by CF+D BLACK MATTE FINISHREFER TO DWGSCF+D custom fireplace design inc.: Vince Volpe; 1-866-909-3070; vince@customfireplacedesign.com Custom Vapor-Fire per manuf. Recommendation; provide plumbing/electrical as required by manufacturer; submit pebbles (at fire) for review and approval - to be black mexican, smooth finish, 3/4" in diameter FLOORLVT-11LUXURY VINYL TILE SHAW: Style: 0867V HERITAGE OAK 720C PLUS, Color: Bur Oak ; Wear Layer: 20 mil AS PER PRODUCTAs per product; 9" x 59"Shaw: Joseph Benavides; 240-285-3840; joseph.benavides@shawinc.com install per manuf. recommendation; flooring to extend beyond face of wall base - typ; stagger installation KITCHEN MILLWORK MEL-14LAMINATEPORCELANOSA/GAMADECOR: RESIDENCE LINE; FINISH: ROBLE NEGRO ( ALL INTERIOR OF THE CABINETS TO BE MATTE BLACK FINISH ) AS PER PRODUCTREFER TO DWGSPorcelanosa: Julie Zanuz; 305-815-7774; jzanuz@porcelanosa-usa.com provide continuous standard toekick made of aluminum, steel finish as required; 12-16 weeks lead time KITCHEN PULL/HARDWARE PUL-12METALIntegrated Aluminum ("J") handle - unless noted differently as integrated/ same color handle; full width SATIN ANODIZED ALUMINUM As per productPorcelanosa: Julie Zanuz; 305-815-7774; jzanuz@porcelanosa-usa.com part of specified product METAL BASE AT FIRE PLACE TABLE B-12METAL WALL BASE PURE+FREEFORM: Collection: Signature Series; Color: Black DiamondAS PER PRODUCT, matte REFER TO DWGS & V.I.F.www.purefreeform.com; kaitlyn@purefreeform.com; 952-529-5588 Color/finish to match control sample - needs to be submitted to and approved by architect; confirm any joints with architect - use longest length possible; miter corners typ., coordinate lead time; securely attached to substrate/concealed fasten METAL SHELVES AT KITCHEN MTL-15METAL1/8" thick metal plate shelf with ledge, powder coat w/matte black shop finish; crisp edges BLACK MATTE FINISHREFER TO DWGScustomcountersunk torx screw head (match finish) fasten method; even screw pattern - submit for review & approval METAL SUPPORTMTL-14METALsee detail 3/ID703 per struct. recommendation; powder coat w/matte black shop finish BLACK MATTE FINISHREFER TO DWGScustomconcealed fasten method METAL SURFACEMTL-13METALPURE+FREEFORM: Luxury Vintage Collection; Color: Brooklyn SteelAS PER PRODUCTREFER TO DWGSColor/finish to match control sample - need to be submited to and approved by architect MILLWORK SEATING WT-16LAMINAMCROSSVILLE: OXIDE 3+, Color: NeroAS PER PRODUCTAS PER PRODUCTMOSAICTILE COMPANY: Andrew Taylor; 301-717-9708; ataylor@mosaictileco.com install per manufacturer recommendation; no joints (full size); coordinate lead time MILLWORK SHELVES MW-13MDFPAINTED MOISTURE RESISTANT MDF, COLOR TBDSATIN SHEEN, UV RESISTANT, WATER/ STAIN RESISTANT 3/4" thick; REFER TO DWGSGC CHOICEsample needs to be submitted to and approved by Interior Designer PULL/HARDWAREPUL-16METALBRIZO Vettis; Double Robe HookBLACK MATTE FINISHAs per productBRIZO/DELTA: Samantha Givans; sam@barger.agency install per manuf. recommendation; confirm exact location w/ ID prior to installation TRANSITION STRIP TS-13METALSchluter RENO-V, finish: SATIN ANODIZED ALUMINUMANODIZED ALUMINUMREFER TO DWGS & V.I.F.SCHLUTER: Jason Eckard; 410-999-4490; jeckard@schluter.com install per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness of tile/detail; confirm ADA compliance UPHOLSTERYUP-11TextileWolf Gordon: Gabrielle, Color: Obsidian; Backing: Styrene-butadiene Rubber (SBR); Construction: Woven; 100,000+ double rubs Spill and stain-resistant treatment REFER TO DWGS & V.I.F.Wolf Gordon: Tracy Lewis; 240-418-4180; tracy.lewis@wolfgordon.com install per manufacturer recommendation; coordinate lead time WALLWC-10WALL COVERINGWolfGordon Connections; Collection Name: Tjep. Cubism; color: ConcreteAS PER PRODUCT, Fabric backed Vinyl REFER TO DWGS & V.I.F.Wolf Gordon: Tracy Lewis; 240-418-4180; tracy.lewis@wolfgordon.com install per manufacturer recommendation WALL ACCENTPT-13PAINTSherwin Williams: Color TBDFLATN/ASherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. WALL ACCENTPT-15PAINTSherwin Williams: Color SW 6991/BLACK MAGICFLATN/ASherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. WALL ACCENTWC-12WALL COVERINGWolfGordon Uncorked; Collection Name: Symphony; color: New York NightAS PER PRODUCTREFER TO DWGS & V.I.F.Wolf Gordon: Tracy Lewis; 240-418-4180; tracy.lewis@wolfgordon.com install per manufacturer recommendation WALL ACCENTWD-11WOODMaterial: American Elm or Thoroughbred Oak; Texture: Smooth; Grade/ Character: knots present - average size about a nickels' width or smaller, no holes or large checks CLEAR SATIN, UV RESISTANT REFER TO DWGS & V.I.F. (SOLID)ALKS: AJ Minite; 202-258-6359; ajminite@alks.com; (Wellborn+Wright or similar) concealed installation per manuf. recommendation; to be finished on all exposed sides; color to match control sample need to be submitted to and approved by interior designer; provide mock-up; 15% waste factor WALL ACCENTWD-12WOODMaterial: American Elm or Thoroughbred Oak; Texture: Smooth; Grade/ Character: knots present - average size about a nickels' width or smaller, no holes or large checks CLEAR SATIN, UV RESISTANT REFER TO DWGS & V.I.F. (SOLID)ALKS: AJ Minite; 202-258-6359; ajminite@alks.com; (Wellborn+Wright or similar) concealed installation per manuf. recommendation; to be finished on all exposed sides; color to match control sample need to be submitted to and approved by interior designer; provide mock-up; 15% waste factor WALL ACCENTWD-13WOODAcoustical ARTCONCEPTS: Akupanel: acoustic panels, Dimensions: 600mm x 2400mm ; Thickness: 20mm; Material: PET Polyester Fiber, MDF, Wood Veneer. color: TBD REFER TO DWGS & V.I.F.Josh Benjamin; 703-855-9672; Josh_ArchElements@msn.com install per manufacturer recommendation; flat black screws to attach to GWB; full size panels (no horizontal joints); coordinate lead time WALL ACCENTWT-13PORCELAIN TILEAnn Sacks: Savoy Design: Ribbed, Color: Lotus Linen AS PER PRODUCTAS PER PRODUCT; 2"x8"Ann Sacks: 202.299.0014; DC@annsacks.cominstall per manufacturer recommendation; grout (Urethane grout) per manuf. recommendation; Color: TBD (submit for review and approval); keep grout joint (1/16" per manuf. recommendation) consistant throughout pattern (to be sealed); coordinate lead time WALL BASEWB-10PAINTED MDF BASE moisture resistant mdf base, square edge profile; Sherwin Williams: Color SW 6991/BLACK MAGIC SEMIGLOSS6" high x 3/4" thick (total dims), eased edges (U.N.O.) Sherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. WALL TRIMTR-12METALAnodized Aluminum 90° Angle Molding, 2 Equal Sides (1")BLACK MATTE FINISHREFER TO DWGS & V.I.F.SCHLUTER: Jason Eckard; 410-999-4490; jeckard@schluter.com install per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness of tile/detail so face of trim and face of tile align WALL TRIMTR-16METALFry Reglet Wall Cover Trim Base and Termination - WCTBT125-217CLEAR ANODIZEDREFER TO DWGS & V.I.F.https://fryreglet.com/wall-covering-base-terminati on/ install per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness of tile/detail so face of trim and face of tile align WALL TRIMTR-17METALSchluter Quadec and Inside/Outside Corner as required,finish: textured color-coated aluminum - color: TSDA Dark Anthracite COLOR-COATED ALUMINUM REFER TO DWGS & V.I.F.SCHLUTER: Jason Eckard; 410-999-4490; jeckard@schluter.com install per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness of tile/detail so face of trim and face of tile align 108 FITNESS CENTER CEILINGPT-30PAINTSherwin Williams: Color SW 9545 GHOSTEDFLATN/ASherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. FLOORRB-10RUBBERECORE: Ecofit; color: 1213 Action!AS PER PRODUCTREFER TO DWGS, 4' wide rollSpartan Surfaces: Danny Boyle; 703-928-6508; DBoyle@spartansurfaces.com install per manufacturer recommendation; coordinate lead time - approx. 4-6 weeks lead time FLOORRB-11RUBBERECORE: Ecofit; color: 1214 Take OneAS PER PRODUCTREFER TO DWGS, 4' wide rollSpartan Surfaces: Danny Boyle; 703-928-6508; DBoyle@spartansurfaces.com install per manufacturer recommendation; coordinate lead time - approx. 4-6 weeks lead time FRAME AT MIRROR MF-10MIRROR FRAMEmoisture resistant mdf base, square edge profile; Sherwin Williams: to match WB-13 SEMIGLOSSREFER TO DWGS; 8" high x 3/4" thick (total dims) Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. MILLWORK SHELVES MW-11MDFMOISTURE RESISTANT MDF, PAINTED; COLOR "A": SW 0008/CAJUN RED & COLOR "B": SW 0032/NEEDLEPOINT NAVY SATIN SHEEN, UV RESISTANT, WATER/ STAIN RESISTANT REFER TO DWGSGC CHOICEsample needs to be submitted to and approved by Interior Designer MILLWORK SHELVES MW-12MDFMOISTURE RESISTANT MDF, NATURAL FINISHSATIN SHEEN, UV RESISTANT, WATER/ STAIN RESISTANT REFER TO DWGSGC CHOICEsample needs to be submitted to and approved by Interior Designer MIRRORMIR-10MIRRORTEMPERED CLEAR MIRROR, POLISHED EDGES, 1/4" THICK, FULL HEIGHT; Vinyl backed Mirror; 8" frame all sides MF-10 REFER TO DWGS & V.I.F.provide req'd blocking; securily attached to wall MIRRORMIR-11MIRRORTEMPERED CLEAR MIRROR, POLISHED EDGES, 1/4" THICK, FULL HEIGHT; Vinyl backed Mirror; 8" frame all sides MF-10 REFER TO DWGS & V.I.F.provide req'd blocking; securily attached to wall TRANSITION STRIP TS-13METALSchluter RENO-V, finish: SATIN ANODIZED ALUMINUMANODIZED ALUMINUMREFER TO DWGS & V.I.F.SCHLUTER: Jason Eckard; 410-999-4490; jeckard@schluter.com install per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness of tile/detail; confirm ADA compliance WALLPT-16PAINTSherwin Williams: Color SW 7641 COLONNADE GRAYEGGSHELLN/ASherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. WALL ACCENTWC-13WALL COVERINGLEVEL DIGITAL WALLCOVERING: Design #: L71702; Memphis; Color: Plasma (swap following colors: replace "4" w/ SW 0008/CAJUN RED, replace "2" w/ SW 7641/COLONNADE GRAY) AS PER PRODUCT, Textured Vinyl, w/ coating REFER TO DWGS & V.I.F.National Wallcovering: Jennifer Calhoun; 703-206-8824 jennifer.calhoun@nationalwallcovering.com; install per manufacturer recommendation; coordinate lead time; submit project specific pattern/layout for review and approval WALL BASEWB-13PAINTED MDF BASE moisture resistant mdf base, square edge profile; Sherwin Williams: Color SW 6991/BLACK MAGIC SEMIGLOSS8" high x 3/4" thick (total dims), eased edges Sherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. WALL TRIMTR-16METALFry Reglet Wall Cover Trim Base and Termination - WCTBT125-217CLEAR ANODIZEDREFER TO DWGS & V.I.F.https://fryreglet.com/wal l-covering-base-terminati on/ install per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness of tile/detail so face of trim and face of tile align LOCATION/ SURFACE FINISH CODEMATERIALPRODUCT/DESCRIPTIONFINISHSIZEMANUFACTURER/SUPPLIERREMARKS 100 VESTIBULE CEILINGPT-30PAINTSherwin Williams: Color SW 9545 GHOSTEDFLATN/ASherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. FLOORWM-10STAINLESS STEEL GRID Construction Specialties - Pedimat Gridline G6 and panAS PER PRODUCTREFER TO DWGS & V.I.F.install per manufacturer recommendation; depth to be coordinated w/ slab depression WALLPT-18PAINTSherwin Williams: Color SW 6991/BLACK MAGICFLATN/ASherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. WALL BASEWB-10PAINTED MDF BASE moisture resistant mdf base, square edge profile; Sherwin Williams: Color SW 6991/BLACK MAGIC SEMIGLOSS6" high x 3/4" thick (total dims), eased edges (U.N.O.) Sherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. 101 LOBBY CEILINGPT-18APAINT Sherwin Williams: Color SW 6991/BLACK MAGICFLATN/ASherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. CEILINGPT-30PAINTSherwin Williams: Color SW 9545 GHOSTEDFLATN/ASherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. CEILINGWD-10WOODMaterial: American Elm or Thoroughbred Oak; Texture: Smooth; Grade/ Character: knots present - average size about a nickels' width or smaller, no holes or large checks CLEAR SATIN, UV RESISTANT REFER TO DWGS & V.I.F. (SOLID)ALKS: AJ Minite; 202-258-6359; ajminite@alks.com; (Wellborn+Wright or similar) concealed installation per manuf. recommendation; to be finished on all exposed sides; color to match control sample need to be submitted to and approved by interior designer; provide mock-up; 15% waste factor COUNTER & SEATING TOP AND RETURNS ST-15STONEOPTION 1: BLACK MARBLE; Sahara Noir, Polished Marble Slab; minimal veins; OPTION 2: Black Marble honed; minimal veins all exposed edges finshed/polished 3/4" thick; REFER TO DWGSlocal supplierinstall per manuf. recommendation; slab to be selected by ID & owner (note that this type may change in Mail Room depening on selection available); coordinate lead time COUNTER TOPST-10COMPOSITE QUARTZ Daltile: ONE QUARTZ SURFACES; NQ69 ASH GREY - FINISH: HONEDall exposed edges finshed/polished 3/4" thick; REFER TO DWGSDaltile: Rebecca Hankins; 404-625-9091; Rebecca.Hankins@daltile.com install per manufacturer recommendation; coordinate lead time FLOORT-10PORCELAIN TILEEdimax Kardoso ; color: gray; finish: matte (12″x24″) & Decoro Scratch (6″x24″) AS PER PRODUCT MATTE MIX SIZES (HALF 12"x24" & HALF 6"x24") MOSAICTILE COMPANY: Andrew Taylor; 301-717-9708; ataylor@mosaictileco.com install & prep floor per manufacturer recommendation; provide required movement joints (Schluter-Dilex-color TBD); 1/8" grout joint (to be sealed), per manuf. recommendation; color: to match darkest color of tile (submit for review and approval); provide mock-up for review and approval; coordinate lead time METAL BASE AT CONCIERGE DESK & SEATING B-10METAL WALL BASE PURE+FREEFORM: Collection: Signature Series; Color: Black DiamondAS PER PRODUCT, matte REFER TO DWGS & V.I.F.www.purefreeform.com; kaitlyn@purefreeform.com; 952-529-5588 Color/finish to match control sample - needs to be submitted to and approved by architect; confirm any joints with architect - use longest length possible; miter corners typ., coordinate lead time; securely attached to substrate/concealed fasten METAL BASE AT PLANTER B-11METAL WALL BASE PURE+FREEFORM: Collection: Signature Series; Color: Black DiamondAS PER PRODUCT, matte REFER TO DWGS & V.I.F.www.purefreeform.com; kaitlyn@purefreeform.com; 952-529-5588 Color/finish to match control sample - needs to be submitted to and approved by architect; confirm any joints with architect - use longest length possible; miter corners typ., coordinate lead time; securely attached to substrate/concealed fasten METAL FRAME AT CONCIERGE DESK MTL-11METAL1" thick metal shelf, powder coat w/matte black shop finish; crisp edges, miter joints, typical BLACK MATTE FINISHREFER TO DWGScustomconcealed fasten method typ. for all exposed surfaces; coordinate lead time; provide mock-up for review and approval prior to fabrication METAL FRAME AT OPENING MTL-12METAL3/4" thick metal frame, powder coat w/matte black shop finish; crisp edges, miter joints, typical BLACK MATTE FINISHREFER TO DWGScustomanchored securily to the slab above, GC to coordinate, provide adequate support in ceiling METAL SHELFMTL-16METAL1/8" thick metal plate shelf with ledge, powder coat w/matte black shop finish; crisp edges BLACK MATTE FINISHREFER TO DWGScustomcountersunk torx screw head (match finish) fasten method; even screw pattern - submit for review & approval METAL SHELF AT WALL BEHIND CONCIERGE DESK MTL-10METAL3/4" thick metal shelf, powder coat w/matte black shop finish; crisp edges, miter joints, typical BLACK MATTE FINISHREFER TO DWGScustomconcealed fasten method typ. for all exposed surfaces; coordinate lead time; provide mock-up for review and approval prior to fabrication MILLWORKMEL-10LAMINATEPORCELANOSA/GAMADECOR: RESIDENCE LINE; FINISH: ROBLE NEGRO ( ALL INTERIOR OF THE CABINETS TO BE MATTE BLACK FINISH ) AS PER PRODUCTREFER TO DWGSPorcelanosa: Julie Zanuz; 305-815-7774; jzanuz@porcelanosa-usa.com provide locks on each cabinet per owner advice; provide continuous standard toekick made of aluminum, steel finish as required; 12-16 weeks lead time MILLWORK CONCIERGE DESK MW-10WOOD VENEERBROGANWOODPRODUCTS LLC, Product Line: Exclusive EH Line, Type: Plain Grey Dark, Finish: Clear Acrylic Polyurethane by ILVA ( ALL INTERIOR OF THE CABINETS TO BE MATTE BLACK FINISH ) SATIN SHEEN, UV RESISTANT REFER TO DWGSinfo@scottbrogangroup.com; 973-448-2934to match control sample - need to be submitted to and approved by Interior Designer; provide locks on each cabinet per owner advice PLANTERPL-10PLANTERCustom Planter, stone gladding: Daltile: ONE QUARTZ SURFACES; NQ69 ASH GREY - FINISH: HONED AS PER PRODUCTREFER TO DWGSDaltile: Rebecca Hankins; 404-625-9091; Rebecca.Hankins@daltile.com install per manufacturer recommendation; no grout joints; miter corner; coordinate lead time PULLS AT CAFE STATION PUL-11METALintegrated/ same color handle; full widthAS PER PRODUCTAs per productPorcelanosa: Julie Zanuz; 305-815-7774; jzanuz@porcelanosa-usa.com part of specified product PULLS AT DESKPUL-10METAL2" Tab PullBLACK MATTE FINISH1.41" H x 2" W x 0.79" DSchwinn Design; 2" Tab Pullinstall per manuf. recommendation; confirm exact location w/ ID prior to installation RESIN PANELRES-10RESIN3FORM : 1/2" thick Varia Ecoresin, color/Style: Noir N58+Powder D03; Front Finish: Vellum F04; Back Finish: Sandstone F01 REFER TO DWGS3Form: Jamie Kessler; 703-431-1316; jamie.kessler@3 form.com secure top and bottom only, all exposed edges to be sanded smooth per manuf recommendation,concealed fasten method SIGNAGESG-10CONCIERGE SIGNAGE SEE 2/ ID702REFER TO DWGSconfirm w/ owner prior to fabrication TRANSITION STRIP TS-10METALSchluter RENO-RAMP, finish: SATIN ANODIZED ALUMINUMANODIZED ALUMINUMREFER TO DWGS & V.I.F.SCHLUTER: Jason Eckard; 410-999-4490; jeckard@schluter.com install per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness of tile/detail so face of transition strip and face of tile align; confirm ADA compliance TRANSITION STRIP TS-12METALSchluter DILEX-KSN, finish: TBDBRUSHED STAINLESS STEEL REFER TO DWGS & V.I.F.SCHLUTER: Jason Eckard; 410-999-4490; jeckard@schluter.com install per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness of tile/detail so face of transition strip and face of tile align; confirm ADA compliance TRANSITION STRIP TS-13METALSchluter RENO-V, finish: SATIN ANODIZED ALUMINUMANODIZED ALUMINUMREFER TO DWGS & V.I.F.SCHLUTER: Jason Eckard; 410-999-4490; jeckard@schluter.com install per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness of tile/detail; confirm ADA compliance UPHOLSTERYUP-10TextileWolf Gordon: Gabrielle, Color: Moonstone; Backing: Styrene-butadiene Rubber (SBR); Construction: Woven; 100,000+ double rubs Spill and stain-resistant treatment REFER TO DWGS & V.I.F.Wolf Gordon: Tracy Lewis; 240-418-4180; tracy.lewis@wolfgordon.com install per manufacturer recommendation; coordinate lead time WALLPT-10PAINTSherwin Williams: Color TBDFLAT (EGGSHELL IN PACKAGE R. ONLY) N/ASherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. WALL ACCENTBR-10THIN BRICKto match adjacent exterior brick (adjacent to vestibule - MUDBOX SMOOTH, GEORGETOWNE); provide corner piece brick at corners AS PER PRODUCTREFER TO DWGSWATSONTOWN BRICK COMPANYinstall per manufacturer recommendation - 3/8" grout joints, color TBD; use thin set mortar (1/4" notched trowel) on 1/2" cement board - coordinate lead time WALL ACCENTPT-12PAINTSherwin Williams: Color TBDFLATN/ASherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. WALL ACCENTPT-18PAINTSherwin Williams: Color SW 6991/BLACK MAGICFLATN/ASherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. WALL ACCENTWD-10WOODMaterial: American Elm or Thoroughbred Oak; Texture: Smooth; Grade/ Character: knots present - average size about a nickels' width or smaller, no holes or large checks CLEAR SATIN, UV RESISTANT REFER TO DWGS & V.I.F. (SOLID)ALKS: AJ Minite; 202-258-6359; ajminite@alks.com; (Wellborn+Wright or similar) concealed installation per manuf. recommendation; to be finished on all exposed sides; color to match control sample need to be submitted to and approved by interior designer; provide mock-up; 15% waste factor WALL ACCENTWT-11PORCELAIN STONEWARE COVER design by Patricia Urquiola; GRID color: grey; 6mm thick - 47"x94"AS PER PRODUCTREFER TO DWGS & V.I.F.TILEBAR: Ely Atias; 323.334.5270; Ely@tilebar.com install per manufacturer recommendation; 1/16" joints where needed; grout to match tile finish (submit for review and approval); GC to coordinate lead time WALL BASEWB-10PAINTED MDF BASE moisture resistant mdf base, square edge profile; Sherwin Williams: Color SW 6991/BLACK MAGIC SEMIGLOSS6" high x 3/4" thick (total dims), eased edges (U.N.O.) Sherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. 102 PACKAGE ROOM CEILINGPT-30PAINTSherwin Williams: Color SW 9545 GHOSTEDFLATN/ASherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. FLOORPC-10CONCRETESEE SPECSPolished and sealedREFER TO DWGSinstall per manufacturer recommendation SHELVINGMS-10METAL SHELVINGhttp://e-zshelving.com/metal-shelving-systems/See specs TRANSITION STRIP TS-10METALSchluter RENO-RAMP, finish: SATIN ANODIZED ALUMINUMANODIZED ALUMINUMREFER TO DWGS & V.I.F.SCHLUTER: Jason Eckard; 410-999-4490; jeckard@schluter.com install per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness of tile/detail so face of transition strip and face of tile align; confirm ADA compliance WALLPT-10PAINTSherwin Williams: Color TBDFLAT (EGGSHELL IN PACKAGE R. ONLY) N/ASherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. WALL BASEWB-10PAINTED MDF BASE moisture resistant mdf base, square edge profile; Sherwin Williams: Color SW 6991/BLACK MAGIC SEMIGLOSS6" high x 3/4" thick (total dims), eased edges (U.N.O.) Sherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. 103 MAIL ROOM CEILINGPT-11APAINTSherwin Williams: Color SW 9545 GHOSTEDFLATN/ASherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. COUNTER TOP AND RETURNS ST-15STONEOPTION 1: BLACK MARBLE; Sahara Noir, Polished Marble Slab; minimal veins; OPTION 2: Black Marble honed; minimal veins all exposed edges finshed/polished 3/4" thick; REFER TO DWGSlocal supplierinstall per manuf. recommendation; slab to be selected by ID & owner (note that this type may change in Mail Room depening on selection available); coordinate lead time FLOORT-10PORCELAIN TILEEdimax Kardoso ; color: gray; finish: matte (12″x24″) & Decoro Scratch (6″x24″) AS PER PRODUCT MATTE MIX SIZES (HALF 12"x24" & HALF 6"x24") MOSAICTILE COMPANY: Andrew Taylor; 301-717-9708; ataylor@mosaictileco.com install & prep floor per manufacturer recommendation; provide required movement joints (Schluter-Dilex-color TBD); 1/8" grout joint (to be sealed), per manuf. recommendation; color: to match darkest color of tile (submit for review and approval); provide mock-up for review and approval; coordinate lead time MAILBOX & FRAME MB-10METALAF Florence: versatile 4C Mailbox, 4C11D-10; color: matte BlackAS PER PRODUCTREFER TO DWGSAF FlorenceRefer to Drawings and specs METAL FRAMEMTL-12METAL3/4" thick metal frame, powder coat w/matte black shop finish; crisp edges, miter joints, typical BLACK MATTE FINISHREFER TO DWGScustomanchored securily to the slab above, GC to coordinate, provide adequate support in ceiling MILLWORKMEL-15LAMINATEPORCELANOSA/GAMADECOR: RESIDENCE LINE; FINISH: ROBLE NEGRO ( ALL INTERIOR OF THE CABINETS TO BE MATTE BLACK FINISH ) AS PER PRODUCTREFER TO DWGSPorcelanosa: Julie Zanuz; 305-815-7774; jzanuz@porcelanosa-usa.com provide locks on each cabinet per owner advice; provide continuous standard toekick made of aluminum, steel finish as required; 12-16 weeks lead time PULL/HARDWAREPUL-15METALIntegrated Aluminum ("J") handle; full widthSATIN ANODIZED ALUMINUM As per productPorcelanosa: Julie Zanuz; 305-815-7774; jzanuz@porcelanosa-usa.com part of specified product TRANSITION STRIP TS-10METALSchluter RENO-RAMP, finish: SATIN ANODIZED ALUMINUMANODIZED ALUMINUMREFER TO DWGS & V.I.F.SCHLUTER: Jason Eckard; 410-999-4490; jeckard@schluter.com install per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness of tile/detail so face of transition strip and face of tile align; confirm ADA compliance TRANSITION STRIP TS-12METALSchluter DILEX-KSN, finish: TBDBRUSHED STAINLESS STEEL REFER TO DWGS & V.I.F.SCHLUTER: Jason Eckard; 410-999-4490; jeckard@schluter.com install per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness of tile/detail so face of transition strip and face of tile align; confirm ADA compliance WALLPT-12PAINTSherwin Williams: Color TBDFLATN/ASherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. WALL ACCENTPT-11PAINTSherwin Williams: Color SW 9545 GHOSTEDFLATN/ASherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. WALL ACCENTWT-15GLAZED WALL TILE Santos DUET: CHARCOAL (GLOSSY/MATTE ON EACH TILE, MIX OF DIFFERENT GLAZING SIZE) AS PER PRODUCT2"X4", PATTERN AS SHOWN ON 4/ID605 Design and Direct Source; info@designanddirectsource.com; 503-525-0600; www.dds-tile.com install per manufacturer recommendation; grout per manuf. recommendation; keep grout joint - 1/8" (color to match tile submit for review and approval) consistant throughout pattern; coordinate lead time WALL BASEWB-11PAINTED MDF BASE moisture resistant mdf base, square edge profile; Sherwin Williams: Color SW 6991/BLACK MAGIC SEMIGLOSS6" high x 3/4" thick (total dims), eased edges Sherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. WALL TRIMTR-14METALSchluter Schiene, finish: brushed stainless steel EBBRUSHED STAINLESS STEEL REFER TO DWGS & V.I.F.SCHLUTER: Jason Eckard; 410-999-4490; jeckard@schluter.com install per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness of tile/detail so face of trim and face of tile align 104 LEASING OFFICE CEILINGPT-30PAINTSherwin Williams: Color SW 9545 GHOSTEDFLATN/ASherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. COUNTER TOPST-17COMPOSITE QUARTZ Caesarstone, color: 4001 Fresh Concrete, use largest slabs available (10' long); square edges per manufacturer recommendation all exposed edges finshed/polished 3/4" thick; REFER TO DWGSCAESARSTONE: Afi Douez; 202-738-3978; Afi.Douez@caesarstoneus.com install per manufacturer recommendation; coordinate lead time FLOORCPT-10CARPETSHAW, carpet tile, rethread tile; collection: modern edit; style number: 5T165, color: heritage blue; color number: 64481 AS PER PRODUCTREFER TO DWGS, tile size: 18"x36"Shaw: Leslie Jones; 410-908-9320; leslie.jones@shawinc.com install per manufacturer recommendation; ASHLAR pattern; see Finish Floor Plan for installation starting point; coordinate lead time MILLWORKMEL-11HPLPORCELANOSA/GAMADECOR: RESIDENCE LINE; FINISH: TOPO BRILLO; ( ALL INTERIOR OF THE CABINETS TO BE WHITE FINISH ) AS PER PRODUCTREFER TO DWGSPorcelanosa: Julie Zanuz; 305-815-7774; jzanuz@porcelanosa-usa.com provide locks on each cabinet per owner advice; provide continuous standard toekick made of aluminum, steel finish as required; 12-16 weeks lead time PULL/HARDWAREPUL-14METALIntegrated Aluminum ("J") handle; full widthSATIN ANODIZED ALUMINUM As per productPorcelanosa: Julie Zanuz; 305-815-7774; jzanuz@porcelanosa-usa.com part of specified product TRANSITION STRIP TS-13METALSchluter RENO-V, finish: SATIN ANODIZED ALUMINUMANODIZED ALUMINUMREFER TO DWGS & V.I.F.SCHLUTER: Jason Eckard; 410-999-4490; jeckard@schluter.com install per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness of tile/detail; confirm ADA compliance WALLART-1ARTPlyboo: Panel Collection Name: Futura™ Sound; Color: TBD; Dimensions: 47 ¾”x47 ¾”x¾” each; geometry: Squares;Noise Reduction Coefficient: NRC .7 (or greater); Material: Plyboo Real Core bamboo; Fire Rating: Class B AS PER PRODUCTREFER TO DWGSPLYBOO: Victoria Rickert; 802-777-7709; victoria@plyboo.com install per manufacturer recommendation (continuous Z-clip bar at 6"-8" off the top and bottom, painted to match the adjacent wall finish prior to installation); provide adequate blocking in wall; confirm design/orientation w/ Interior Designer, submit shop drawings for review and approval; coordinate lead time WALLPT-19PAINTSherwin Williams: Color SW 7641 COLONNADE GRAYFLATN/ASherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. WALL ACCENTWC-11WALL COVERINGMDC Sketchbook; color: Graphite | DG1093; pattern match: non-reversable straight across match AS PER PRODUCT, non-woven backed vinyl REFER TO DWGS & V.I.F.MDC: Sal Vitale ; 856-562-0146 ; SVitale@mdcwall.com install per manufacturer recommendation WALL BASEWB-10PAINTED MDF BASE moisture resistant mdf base, square edge profile; Sherwin Williams: Color SW 6991/BLACK MAGIC SEMIGLOSS6" high x 3/4" thick (total dims), eased edges (U.N.O.) Sherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. General Note:Provide shades at windows in Resident Lounge and on West wall of Fitness Center. Shades ( roller shades: MechoSystems, ThermoVeil Satin/Diamond Weave -1-2% Openess Factor -color: TBD -confirm which face goes on the Interior ) are part of the base building. Provide adequate support, typical. 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION AMENITY SPACE FINISH SCHEDULE ID802 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT COMMON AREA FINISH SCHEDULE LOCATION/S URFACE FINISH CODEMATERIALPRODUCT/DESCRIPTIONFINISHSIZEMANUFACTURER/SUPPLIERREMARKS LOCATION/S URFACE FINISH CODEMATERIALPRODUCT/DESCRIPTIONFINISHSIZEMANUFACTU RER/SUPPLIERREMARKS 109 YOGA STUDIO CEILINGPT-30PAINTSherwin Williams: Color SW 9545 GHOSTEDFLATN/ASherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. FLOORLVT-10LUXURY VINYL TILE SHAW: Style: 0866V CATHEDRAL OAK 720C PLUS, Color: Charred Oak ; Wear Layer: 20 mil AS PER PRODUCTAs per product; 9" x 59"Shaw: Joseph Benavides; 240-285-3840; joseph.benavides@shawinc.com install per manuf. recommendation; flooring to extend beyond face of wall base - typ; stagger installation FRAME AT MIRROR MF-10MIRROR FRAMEmoisture resistant mdf base, square edge profile; Sherwin Williams: to match WB-13 SEMIGLOSSREFER TO DWGS; 8" high x 3/4" thick (total dims) Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. MIRRORMIR-13MIRRORTEMPERED CLEAR MIRROR, POLISHED EDGES, 1/4" THICK, FULL HEIGHT; Vinyl backed Mirror; 8" frame all sides MF-10 REFER TO DWGS & V.I.F.provide req'd blocking; securily attached to wall TRANSITION STRIP TS-13METALSchluter RENO-V, finish: SATIN ANODIZED ALUMINUMANODIZED ALUMINUMREFER TO DWGS & V.I.F.SCHLUTER: Jason Eckard; 410-999-4490; jeckard@schluter.com install per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness of tile/detail; confirm ADA compliance WALLPT-16PAINTSherwin Williams: Color SW 7641 COLONNADE GRAYEGGSHELLN/ASherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. WALL BASEWB-13PAINTED MDF BASE moisture resistant mdf base, square edge profile; Sherwin Williams: Color SW 6991/BLACK MAGIC SEMIGLOSS8" high x 3/4" thick (total dims), eased edges Sherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. 110 PET SPA CEILINGPT-30PAINTSherwin Williams: Color SW 9545 GHOSTEDFLATN/ASherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. COUNTER TOPST-11COMPOSITE QUARTZ Caesarstone, color: 4003 Sleek Concrete, use largest slabs available (10' long); square edges per manufacturer recommendation all exposed edges finshed/polished 3/4" thick; REFER TO DWGSCAESARSTONE: Afi Douez; 202-738-3978; Afi.Douez@caesarstoneus.com install per manufacturer recommendation; coordinate lead time FLOORPC-10CONCRETESEE SPECSPolished and sealedREFER TO DWGSinstall per manufacturer recommendation GLASS PARTITION AT SHOWER GL-10GLASS PARTITION frameless 3/8" tempered clear glass panel w/ beveled polished edges, 1" corner radius; PROVIDE CRL BRITE ANODIZED 3/8" FIXED PANEL SHOWER DOOR DEEP U-CHANNEL WET GLAZED W/ CLEAR SILICONE TO SECURE GLASS, TO BOTTOM AND SIDE REFER TO DWGS & V.I.F.install per manufacturer recommendation MILLWORKMEL-12HPLPORCELANOSA/GAMADECOR: RESIDENCE LINE; FINISH: CEMENT BRILLO; OPEN SHELVES (BACK PANEL FINISHED; CONCEALED FASTEN METHOD) AS PER PRODUCTREFER TO DWGSPorcelanosa: Julie Zanuz; 305-815-7774; jzanuz@porcelanosa-usa.com 12-16 weeks lead time PULL/HARDWAREPUL-13METALIntegrated Aluminum ("J") handle; full widthSATIN ANODIZED ALUMINUM As per productPorcelanosa: Julie Zanuz; 305-815-7774; jzanuz@porcelanosa-usa.com part of specified product PULL/HARDWAREPUL-17METAL11515 TOWEL HOOK (two concealed hook posts)CHROME-PLATEDAs per productKEUCO, EDITION 400install per manuf. recommendation; confirm exact location w/ ID prior to installation STEPSWT-17MOSAIC (SMALL)BWS-4M 1”x1” WhiteAS PER PRODUCTREFER TO DWGSMOSAICTILE COMPANY: Andrew Taylor; 301-717-9708; ataylor@mosaictileco.com install per manuf. recommendation; grout per manuf. recommendation (epoxy grout); Color: to match WT-10 grout (submit for review and approval); joint width to match throughout the pattern TRANSITION STRIP TS-10METALSchluter RENO-RAMP, finish: SATIN ANODIZED ALUMINUMANODIZED ALUMINUMREFER TO DWGS & V.I.F.SCHLUTER: Jason Eckard; 410-999-4490; jeckard@schluter.com install per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness of tile/detail so face of transition strip and face of tile align; confirm ADA compliance WALLPT-17PAINTSherwin Williams: Color SW 7629 GRAPYSEMIGLOSSN/ASherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. WALL ACCENTST-11COMPOSITE QUARTZ Caesarstone, color: 4003 Sleek Concrete, use largest slabs available (10' long); square edges per manufacturer recommendation all exposed edges finshed/polished 3/4" thick; REFER TO DWGSCAESARSTONE: Afi Douez; 202-738-3978; Afi.Douez@caesarstoneus.com install per manufacturer recommendation; coordinate lead time WALL ACCENTWT-10PORCELAIN STONEWARE HARMONY - TONAL by RAW COLOR; COLOR: Tonal White Q7, mix of 1/20 & 2/20 & 3/20 AS PER PRODUCT7 7/8 * 7 7/8 * 5/16, AS PER PRODUCT TILEBAR: Ely Atias; 323.334.5270; Ely@tilebar.com install per manuf. recommendation; 1/8" joints; grout per manuf. recommendation (epoxy grout); Color: to match dark portion of tile (submit for review and approval); joint width to match throughout the pattern WALL BASEWB-12RUBBERMillwork Wall Finishing System: Mandalay MW-XX-H6 , color to match concrete floor (submit options for review and approval once flooring is complete) AS PER PRODUCT6" high x .375" thickTarkett; https://commercial.tarkett.cominstall per manuf. recommendation WALL TRIMTR-10METALSchluter Quadec and Inside/Outside Corner as required, finish: brushed stainless steel EB BRUSHED STAINLESS STEEL REFER TO DWGS & V.I.F.SCHLUTER: Jason Eckard; 410-999-4490; jeckard@schluter.com install per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness of tile/detail so face of trim and face of tile align WALL TRIMTR-15METALSchluter Schiene, finish: brushed stainless steel EBBRUSHED STAINLESS STEEL REFER TO DWGS & V.I.F.SCHLUTER: Jason Eckard; 410-999-4490; jeckard@schluter.com install per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness of tile/detail so face of trim and face of tile align 112 &113 RESTROOM CEILINGPT-30PAINTSherwin Williams: Color SW 9545 GHOSTEDFLATN/ASherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. COUNTER TOPST-16COMPOSITE QUARTZ Daltile: ONE QUARTZ SURFACES; NQ69 ASH GREY - FINISH: HONEDall exposed edges finshed/polished 3/4" thick; REFER TO DWGSDaltile: Rebecca Hankins; 404-625-9091; Rebecca.Hankins@daltile.com install per manufacturer recommendation; coordinate lead time FLOORT-11PORCELAIN TILEEdimax Kardoso ; color: gray; finish: matte (12″x24″)AS PER PRODUCT MATTE 12"x24"MOSAICTILE COMPANY: Andrew Taylor; 301-717-9708; ataylor@mosaictileco.com install & prep floor per manufacturer recommendation; 1/8" grout joint (to be sealed), per manuf. recommendation; color: to match darkest color of tile (submit for review and approval); provide mock-up for review and approval; coordinate lead time MILLWORKMEL-13LAMINATEPORCELANOSA/GAMADECOR: RESIDENCE LINE; FINISH: ROBLE NEGRO AS PER PRODUCTREFER TO DWGSPorcelanosa: Julie Zanuz; 305-815-7774; jzanuz@porcelanosa-usa.com 12-16 weeks lead time MIRRORMIR-12MIRRORTEMPERED CLEAR MIRROR, POLISHED EDGES, 1/4" THICK, FULL HEIGHT; Vinyl backed Mirror REFER TO DWGS & V.I.F.provide req'd blocking; securily attached to wall TRANSITION STRIP TS-11METALSchluter Schiene, finish: brushed stainless steel EBANODIZED ALUMINUMREFER TO DWGS & V.I.F.SCHLUTER: Jason Eckard; 410-999-4490; jeckard@schluter.com install per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness of tile/detail so face of transition strip and face of tile align; confirm ADA compliance WALLPT-14PAINTSherwin Williams: Color SW 7642 PAVESTONESEMIGLOSSN/ASherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. WALL ACCENTWT-14PORCELAIN TILECOVER design by Patricia Urquiola; NUBE color: black; 6mm thick - 47"x94"AS PER PRODUCTREFER TO DWGS & V.I.F.TILEBAR: Ely Atias; 323.334.5270; Ely@tilebar.com install per manufacturer recommendation; 1/16" joints where needed; grout to match tile finish (submit for review and approval); GC to coordinate lead time WALL BASEWB-14PAINTED MDF BASE moisture resistant mdf base, square edge profile; Sherwin Williams: Color SW 6991/BLACK MAGIC SEMIGLOSS8" high x 3/4" thick (total dims), eased edges Sherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. WALL TRIMTR-13METALSchluter Schiene-Step, finish: brushed stainless steel EBBRUSHED STAINLESS STEEL REFER TO DWGS & V.I.F.SCHLUTER: Jason Eckard; 410-999-4490; jeckard@schluter.com install per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness of tile/detail so face of trim and face of tile align 114 EXIT CORRIDOR CEILINGPT-30PAINTSherwin Williams: Color SW 9545 GHOSTEDFLATN/ASherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. FLOORT-10PORCELAIN TILEEdimax Kardoso ; color: gray; finish: matte (12″x24″) & Decoro Scratch (6″x24″) AS PER PRODUCT MATTE MIX SIZES (HALF 12"x24" & HALF 6"x24") MOSAICTILE COMPANY: Andrew Taylor; 301-717-9708; ataylor@mosaictileco.com install & prep floor per manufacturer recommendation; provide required movement joints (Schluter-Dilex-color TBD); 1/8" grout joint (to be sealed), per manuf. recommendation; color: to match darkest color of tile (submit for review and approval); provide mock-up for review and approval; coordinate lead time FLOORWM-10STAINLESS STEEL GRID Construction Specialties - Pedimat Gridline G6 and panAS PER PRODUCTREFER TO DWGS & V.I.F.install per manufacturer recommendation; depth to be coordinated w/ slab depression RAILING AT RAMPR-10METALcustom decorative metal railing, prefinished/shop-applied powder coat, matte black, provide flat end caps at returns to wall at each end; top of handrail at 3'-0"; pass handrail 1'-0" on each end of ramp REFER TO DWGScustom TRANSITION STRIP TS-10METALSchluter RENO-RAMP, finish: SATIN ANODIZED ALUMINUMANODIZED ALUMINUMREFER TO DWGS & V.I.F.SCHLUTER: Jason Eckard; 410-999-4490; jeckard@schluter.c om install per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness of tile/detail so face of transition strip and face of tile align; confirm ADA compliance WALLPT-18PAINTSherwin Williams: Color SW 6991/BLACK MAGICFLATN/ASherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. WALL ACCENTBR-10THIN BRICKto match adjacent exterior brick (adjacent to vestibule - MUDBOX SMOOTH, GEORGETOWNE); provide corner piece brick at corners AS PER PRODUCTREFER TO DWGSWATSONTOWN BRICK COMPANYinstall per manufacturer recommendation - 3/8" grout joints, color TBD; use thin set mortar (1/4" notched trowel) on 1/2" cement board - coordinate lead time WALL BASEWB-10PAINTED MDF BASE moisture resistant mdf base, square edge profile; Sherwin Williams: Color SW 6991/BLACK MAGIC SEMIGLOSS6" high x 3/4" thick (total dims), eased edges (U.N.O.) Sherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. TYP. CORRIDOR CEILINGPT-21PAINTSherwin Williams: Color SW 9545 GHOSTEDFLATN/ASherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. FLOORCPT-20CARPETPadcraft 10572 COLOUR INTERFERENCE COLLECTION: OPTIC LIGHT; COLOR: SAND 00150 AS PER PRODUCTREFER TO DWGS, tile size: 12"x48"Padcraft: Erin Kelly; 240.672.1264; erin.kelly@patcraft.com install per manufacturer recommendation; pattern: see Finish Floor Plan; see Finish Floor Plan for installation starting point; coordinate lead time FLOOR ACCENTCPT- 21CARPETPadcraft 10572 COLOUR INTERFERENCE COLLECTION: OPTIC LIGHT; COLOR: ORANGE-SAND 00152 AS PER PRODUCTREFER TO DWGS, tile size: 12"x48"Padcraft: Erin Kelly; 240.672.1264; erin.kelly@patcraft.com install per manufacturer recommendation; pattern: see Finish Floor Plan; see Finish Floor Plan for installation starting point; coordinate lead time SIGNAGESG-20UNIT SIGNAGESEE 1&5/ ID710REFER TO DWGSconfirm w/ owner prior to fabrication UNIT ENTRANCE ACCENT WC-21WALL COVERINGMDC Sketchbook; color: Graphite | DG1093; pattern match: non-reversable straight across match AS PER PRODUCT, non-woven backed vinyl REFER TO DWGSMDC: Sal Vitale ; 856-562-0146 ; SVitale@mdcwall.com install per manufacturer recommendation; coordinate lead time WALLPT-20PAINTSherwin Williams: Color SW 7641 COLONNADE GRAYFLATN/ASherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwi n.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. WALL ACCENTPT-22PAINTSherwin Williams: Color SW 7674 PEPPERCORNFLATN/ASherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. WALL BASEWB-20PAINTED MDF BASE moisture resistant mdf base, square edge profile; Sherwin Williams: Color SW 6991/BLACK MAGIC SEMIGLOSS6" high x 3/4" thick (total dims), eased edges Sherwin Williams: Mark Spillman; 216-906-6251; mark.d.spillman@sherwin.com Sherwin Williams primer + 2 finish coats throughout unless otherwise specified. WALL TRIMTR-16METALFry Reglet Wall Cover Trim Base and Termination - WCTBT125-217CLEAR ANODIZEDREFER TO DWGS & V.I.F.https://fryreglet.com/wall-covering-base-terminati on/ install per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness of tile/detail so face of trim and face of tile align TYP. ELEVATOR FLOORCAB-10PORCELAIN TILETO MATCH T-11AS PER PRODUCT12"x24"MOSAICTILE COMPANY: Andrew Taylor; 301-717-9708; ataylor@mosaictileco.c om install & prep floor per manufacturer recommendation; 1/8" grout joint (to be sealed), per manuf. recommendation; color: to match darkest color of tile (submit for review and approval); provide mock-up for review and approval; coordinate lead time SIGNAGESG-11ELEVATOR SIGNAGE Finish: satin stainless steel, no exposed fastener, stainless steel floor indicator with white lights (layout per ID-elevations) REFER TO DWGSsubmit layout for review and approval WALLSCAB-11VARIESForms + Surfaces LEVELe-105: Capture panels in custom wood veneer - to match WD-10 (one panel each elevation) and vivichrome chromis (configuration: reflect/color: white/finish: opalex), handrail panel: satin stainless finish; base material: satin stainless steel; extrusion and corner reveal color: aluminum clear anodized; handrail type: quadrant; handrail in satin stainless steel with vise stand off in satin stainless steel; siz-panel suspended island design ceiling (panels consist of satin stainless finish faces on a fire-rated structural backer) with LED perimeter lighting AS PER PRODUCTSREFER TO DWGSForms+Surfaces: Roger Wilson; 678-296-4043; roger.wilson@forms-surfaces.com install per manufacturer recommendation; submit layout for review and approval; coordinate lead time General Note:Provide shades at windows in Resident Lounge and on West wall of Fitness Center. Shades ( roller shades: MechoSystems, ThermoVeil Satin/Diamond Weave -1-2% Openess Factor -color: TBD -confirm which face goes on the Interior ) are part of the base building. Provide adequate support, typical. 1 1 1 1 1 1 1 1 1 11 11 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATE DESCRIPTION PLUMB. & APPLIANCE SCHEDULES ID803 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT Description Appliance Code Model Number Manufacturer Product Description Remarks COMMERCIAL FRIDGE AP-30 MXM2-48R MAXX COLD, X-SERIES 2 Glass Swing Door Refrigerated Merchandiser; ENERGY STAR®; SIZE: 54" x 32" x 79", 48 Cu Ft - Coated Steel Exterior and Interior, Electronic thermostat and digital LED temperature, display for accurate control and easy reading, CFC free refrigerant and foam, Self-closing door, Magnetic gasket, Triple pane glass on freezer, double pane on refrigerators, Powder coated cold rolled steel walls and cabinet, stainless steel floor, LED lamps WWW.MAXXCOLD.COM Description Appliance Code Model Number Manufacturer Product Description Remarks REFRIGERATOR AP-10 Liebherr UR500 LIEBHERR 24 Inch Built-In Undercounter Refrigerator with GlassLine Shelves, Egg Tray, Gallon Storage, LED Lighting, VarioBox, Vegetable Drawer, Electronic Display, SuperCool, SuperQuiet, SoftSystem, Panel Ready, 4.8 cu. ft. Capacity, Sabbath Mode, Star-K Certified, ADA Compliant and ENERGY STAR®; BUILT IN UNDERCOUNTER REFRIGERATOR FINISH: PANEL READY- TO MATCH ADJACENT PANELS WWW.LIEBHERR.COM BUILT-IN MICROWAVE AP-11 HMB5051 BOSCH 500 SERIES BOSCH 24" BUILT-IN STAINLESS STEEL MICROWAVE OVEN WITH 30" STAINLESS STEEL TRIM KIT HMT5051 WWW.BOSCH-HOME.COM/US BUILT-IN RANGE AP-12 NETP066SUC BOSCH 31" SMOOTHTOP ELECTRIC COOKTOP WITH 5 COOKING ZONES WWW.BOSCH-HOME.COM/US BUILT-IN OVEN AP-13 HBL8451UC BOSCH 800 SERIES BOSCH ELECTRIC WALL STAINLESS STEEL OVEN 29"H X 30"W X 23.5"D WWW.BOSCH-HOME.COM/US RANGE HOOD AP-14 ADLM90BSX ZEPHYR ARC DUO COLLECTION ZEPHYR ISLAND MOUNT CHIMNEY RANGE HOOD W/BLOWER OPTIONS (290 CFM), STAINLESS STEEL WWW.ZEPHYRONLINE.COM Description Appliance Code Model Number Manufacturer Product Description Remarks WATER BOTTLE FILLER STATION PF-40 LBWDC00BKC ELKAY RESIDENTIAL SERIES IN-WALL (RECESSED) BOTTLE FILLING STATION, Beautifully designed hands-free filtered water dispenser. In wall (zero footprint) installation. Elegant Glass front in Midnight Black PROVIDE POWER AND WATER SUPPLY-PIPE PER MANUF. RECOMMENDATION Description Appliance Code Model Number Manufacturer Product Description Remarks FAUCET PF-20 9659-DST DELTA TRINSIC PRO COLLECTION, SINGLE HANDLE PULL-DOWN KITCHEN FAUCET W/MAGNETIC DOCKING & TOUCH-CLEAN SPRAY HEAD; FINISH: CHROME; 1.5GPM (PROVIDE ADAPTOR) WWW. DELTAFAUCET.COM SINK PF-21 442079 BLANCO BLANCO QUATRUS TM R0 Medium Single Bowl ADA Undermount : ZERO RADIUS UNDERMOUNT, 18 GA STAINLESS STEEL, 304 SERIES SS FINISH, OVERALL: 25” x 18”, BOWL: 23"X16", 5.5" DEEP, DRAIN REAR CENTER WWW.BLANCOAMERICA.COM SHOWER BASE PF-22 STERLING GUARD + 48" SHOWER BASE 72321100 + SHOWER DRAIN HAIR TRAP STERLING, A KOHLER COMPANY FINISH: DURABLE HIGH GLOSS FINISH; FOUR-SIDED WATER CONTAINMENT WITH FULL-LENGTH THRESHOLD GUARD AND WEEP CHANNELS FOR ADDED PROTECTION; SIZE: 48''LX34W''X3-1/8"D; COLOR: WHITE WWW.STERLINGPLUMBING.COM COMMERCIAL FAUCET PF-23 LK943C ELKAY ELKAY 8" CENTERSET WALL MOUNT FAUCET; 44INCH FLEXIBLE HOSE w/1.6 GPM SPRAY HEAD 2in LEVER HANDLES; 1.6 GPM SPRAY HEAD; FINISH: CHROME; FAUCET FLOW RATE 1.6 GPM WWW.ELKAY.COM LOUNGE PLUMBING FIXTURE SCHEDULE LOUNGE APPLIANCE SCHEDULE PET SPA PLUMBING FIXTURE SCHEDULE FITNESS PLUMBING FIXTURE SCHEDULE PACKAGE ROOM APPLIANCE SCHEDULE Description Appliance Code Model Number Manufacturer Product Description Remarks SINK PF-10 442079 BLANCO BLANCO QUATRUS TM R0 Medium Single Bowl ADA Undermount : ZERO RADIUS UNDERMOUNT, 18 GA STAINLESS STEEL, 304 SERIES SS FINISH, OVERALL: 25” x 18”, BOWL: 23"X16", 5.5" DEEP, DRAIN REAR CENTER WWW.BLANCOAMERICA.COM FAUCET PF-11 4159-AR-DST DELTA TRINSIC COLLECTION; SINGLE HANDLE DECK MOUNT KITCHEN FAUCET W/2-FUNCTION PULL-OUT SPRAYER; FINISH: ARCTIC STAINLESS STEEL; 1.5GPM (PROVIDE ADAPTOR) GARBAGE DISPOSAL PF-12 GXP50C MOEN SAME AS USED IN UNITS, 1/2HP GENERAL NOTE: ALL PLUMBING FIXTURES AND APPLIANCES TO BE ADA-COMPLAINT 1 1 12.23.2020 PERMIT SET 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET 20210315 - 430-444 West State MLK Street - Civil Set.pdf 430 - 444 WEST STATE / MLK STREET DATE DESCRIPTION 12.23.2020 PERMIT SET ITHACA, NEW YORK COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. DRAWING TITLE SCALE: SHEET NO. STAMP T.G. Miller, P.C. 605 West State Street, Suite A CIVIL ENGINEERS JOB NO. ECA # 725 1"=20' Ithaca, New York 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street Suite 201 LANDSCAPE Ithaca, New York 14850 Taitem 110 S. Albany Street STRUCTURAL & MEP ENGINEERS Ithaca, New York 14850 717 5TH STREET NW WASHINGTON, DC 20001 230 COLONIAL DRIVE HORSEHEADS, NEW YORK ARNOT ITHACA 2, LLC 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET C-101 EXISTING CONDITIONS PLAN FFE 395.07 394 FFE 394.54 FFE394.97 394.5 395 394.5 395 FFE 394.54 FFE 394.54 FFE394.54 394.5 393.5 393.5 393.5 393.5 393 393.5 393 394 393.5 394 FFE 394.54 430 - 444 WEST STATE / MLK STREET DATE DESCRIPTION 12.23.2020 PERMIT SET ITHACA, NEW YORK COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. DRAWING TITLE SCALE: SHEET NO. STAMP T.G. Miller, P.C. 605 West State Street, Suite A CIVIL ENGINEERS JOB NO. ECA # 725 1"=20' Ithaca, New York 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street Suite 201 LANDSCAPE Ithaca, New York 14850 Taitem 110 S. Albany Street STRUCTURAL & MEP ENGINEERS Ithaca, New York 14850 717 5TH STREET NW WASHINGTON, DC 20001 230 COLONIAL DRIVE HORSEHEADS, NEW YORK ARNOT ITHACA 2, LLC 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET C-102 EROSION AND SEDIMENT CONTROL AND UTILITY DEMOLITION PLAN L1 L8L8 LE LR L6 L6 LJ LA LA LO L16 L16 430 - 444 WEST STATE / MLK STREET DATE DESCRIPTION 12.23.2020 PERMIT SET ITHACA, NEW YORK COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. DRAWING TITLE SCALE: SHEET NO. STAMP T.G. Miller, P.C. 605 West State Street, Suite A CIVIL ENGINEERS JOB NO. ECA # 725 1"=20' Ithaca, New York 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street Suite 201 LANDSCAPE Ithaca, New York 14850 Taitem 110 S. Albany Street STRUCTURAL & MEP ENGINEERS Ithaca, New York 14850 717 5TH STREET NW WASHINGTON, DC 20001 230 COLONIAL DRIVE HORSEHEADS, NEW YORK ARNOT ITHACA 2, LLC 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET C-103 BUILDING LAYOUT PLAN FFE 395.07 394 394.5 395 394.5 395 394.5 393.5 393.5 393.5 393.5 393 394 393.5 394 393.5 393 393.5 430 - 444 WEST STATE / MLK STREET DATE DESCRIPTION 12.23.2020 PERMIT SET ITHACA, NEW YORK COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. DRAWING TITLE SCALE: SHEET NO. STAMP T.G. Miller, P.C. 605 West State Street, Suite A CIVIL ENGINEERS JOB NO. ECA # 725 1"=20' Ithaca, New York 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street Suite 201 LANDSCAPE Ithaca, New York 14850 Taitem 110 S. Albany Street STRUCTURAL & MEP ENGINEERS Ithaca, New York 14850 717 5TH STREET NW WASHINGTON, DC 20001 230 COLONIAL DRIVE HORSEHEADS, NEW YORK ARNOT ITHACA 2, LLC 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET C-104 SITE UTILITY AND DRAINAGE PLAN 1"=10' 430 - 444 WEST STATE / MLK STREET DATE DESCRIPTION 12.23.2020 PERMIT SET ITHACA, NEW YORK COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. DRAWING TITLE SCALE: SHEET NO. STAMP T.G. Miller, P.C. 605 West State Street, Suite A CIVIL ENGINEERS JOB NO. ECA # 725 1"=20' Ithaca, New York 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street Suite 201 LANDSCAPE Ithaca, New York 14850 Taitem 110 S. Albany Street STRUCTURAL & MEP ENGINEERS Ithaca, New York 14850 717 5TH STREET NW WASHINGTON, DC 20001 230 COLONIAL DRIVE HORSEHEADS, NEW YORK ARNOT ITHACA 2, LLC 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET C-201 DETAILS 430 - 444 WEST STATE / MLK STREET DATE DESCRIPTION 12.23.2020 PERMIT SET ITHACA, NEW YORK COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. DRAWING TITLE SCALE: SHEET NO. STAMP T.G. Miller, P.C. 605 West State Street, Suite A CIVIL ENGINEERS JOB NO. ECA # 725 1"=20' Ithaca, New York 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street Suite 201 LANDSCAPE Ithaca, New York 14850 Taitem 110 S. Albany Street STRUCTURAL & MEP ENGINEERS Ithaca, New York 14850 717 5TH STREET NW WASHINGTON, DC 20001 230 COLONIAL DRIVE HORSEHEADS, NEW YORK ARNOT ITHACA 2, LLC 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET C-202 DETAILS 430 - 444 WEST STATE / MLK STREET DATE DESCRIPTION 12.23.2020 PERMIT SET ITHACA, NEW YORK COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. DRAWING TITLE SCALE: SHEET NO. STAMP T.G. Miller, P.C. 605 West State Street, Suite A CIVIL ENGINEERS JOB NO. ECA # 725 1"=20' Ithaca, New York 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street Suite 201 LANDSCAPE Ithaca, New York 14850 Taitem 110 S. Albany Street STRUCTURAL & MEP ENGINEERS Ithaca, New York 14850 717 5TH STREET NW WASHINGTON, DC 20001 230 COLONIAL DRIVE HORSEHEADS, NEW YORK ARNOT ITHACA 2, LLC 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET C-301 WORK ZONE TRAFFIC AND PEDESTRIAN CONTROL PLAN 430 - 444 WEST STATE / MLK STREET DATE DESCRIPTION 12.23.2020 PERMIT SET ITHACA, NEW YORK COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. DRAWING TITLE SCALE: SHEET NO. STAMP T.G. Miller, P.C. 605 West State Street, Suite A CIVIL ENGINEERS JOB NO. ECA # 725 1"=20' Ithaca, New York 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street Suite 201 LANDSCAPE Ithaca, New York 14850 Taitem 110 S. Albany Street STRUCTURAL & MEP ENGINEERS Ithaca, New York 14850 717 5TH STREET NW WASHINGTON, DC 20001 230 COLONIAL DRIVE HORSEHEADS, NEW YORK ARNOT ITHACA 2, LLC 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET C-302 WORK ZONE TRAFFIC AND PEDESTRIAN CONTROL PLAN FD FD FD FD FD / / / / / / 430 - 444 WEST STATE / MLK STREET DATE DESCRIPTION 12.23.2020 PERMIT SET ITHACA, NEW YORK COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. DRAWING TITLE SCALE: SHEET NO. STAMP T.G. Miller, P.C. 605 West State Street, Suite A CIVIL ENGINEERS JOB NO. ECA # 725 1"=20' Ithaca, New York 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street Suite 201 LANDSCAPE Ithaca, New York 14850 Taitem 110 S. Albany Street STRUCTURAL & MEP ENGINEERS Ithaca, New York 14850 717 5TH STREET NW WASHINGTON, DC 20001 230 COLONIAL DRIVE HORSEHEADS, NEW YORK ARNOT ITHACA 2, LLC 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET C-303 NYSDOT WORK ZONE TRAFFIC & PEDESTRIAN CONTROL PLAN 430 - 444 WEST STATE / MLK STREET DATE DESCRIPTION 12.23.2020 PERMIT SET ITHACA, NEW YORK COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. DRAWING TITLE SCALE: SHEET NO. STAMP T.G. Miller, P.C. 605 West State Street, Suite A CIVIL ENGINEERS JOB NO. ECA # 725 1"=20' Ithaca, New York 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street Suite 201 LANDSCAPE Ithaca, New York 14850 Taitem 110 S. Albany Street STRUCTURAL & MEP ENGINEERS Ithaca, New York 14850 717 5TH STREET NW WASHINGTON, DC 20001 230 COLONIAL DRIVE HORSEHEADS, NEW YORK ARNOT ITHACA 2, LLC 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET C-304 NYSDOT STANDARD SHEETS 430 - 444 WEST STATE / MLK STREET DATE DESCRIPTION 12.23.2020 PERMIT SET ITHACA, NEW YORK COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. DRAWING TITLE SCALE: SHEET NO. STAMP T.G. Miller, P.C. 605 West State Street, Suite A CIVIL ENGINEERS JOB NO. ECA # 725 1"=20' Ithaca, New York 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street Suite 201 LANDSCAPE Ithaca, New York 14850 Taitem 110 S. Albany Street STRUCTURAL & MEP ENGINEERS Ithaca, New York 14850 717 5TH STREET NW WASHINGTON, DC 20001 230 COLONIAL DRIVE HORSEHEADS, NEW YORK ARNOT ITHACA 2, LLC 1 03.11.2021 100% CONSTRUCTION DOCUMENT SET C-305 NYSDOT STANDARD SHEETS 20210315 - 430-444 West State MLK Street - Electrical Set.pdf 3 A OS S P SWITCH DUPLEX RECEPTACLE QUAD RECEPTACLE EXIT SIGN -CEILING EMERGENCY LIGHT EXIT SIGN -WALL # G:GFCI A:Above Counter W:Weatherproof NEW CONCEALED WIRING SURFACE MOUNT # Indicates Quantity of Jacks if More than One CLG: MOUNT TO CEILING AC:MOUNT ABOVE CEILING DATA OUTLET 3:3 Way 4:4 Way OS:Occupancy Sensor VS:Vacancy Sensor KP:Keypad LINEAR FIXTUREPANELBOARD-RECESSED PANELBOARD-SURFACE LEGEND CEILING OCCUPANCY SENSOR NEW SURFACE RACEWAY SECURITY SYSTEM REMOTE EMERGENCY HEAD DOOR OPERATOR DOWNLIGHT WALL WASH CARD READER CR CALL BUTTON DOOR OPERATOR PUSH BUTTON P DOOR OPERATOR DO DOOR CONTACT DC REQUEST TO EXIT REX KEYPAD KP MOTION SENSOR MS ACCESS CONTROL PANEL AP ELECTRIC STRIKE ES MAGNETIC STRIKE MS 208 VOLT RECEPTACLE PENDANT LIGHT CAMERA FLOOR BOX CORNER OCCUPANCY SENSOR HORN/STROBE / Candela STROBE / Candela PULL STATION SMOKE DETECTOR P: Photoelectric I: Ionization D: Duct H/S: Heat & Smoke CO: Carbon Monoxide # # Indicates Total Quantity of Jacks, Including (1) Voice VOICE/DATA OUTLET FIRE ALARM CONTROL PANEL FACP DOOR HOLDER REMOTE ANNUNCIATOR RA 75 75 EMERGENCY COMMUNICATIONS PANEL ECP EMERGENCY CALL STATION EC MODULE 1 (DIMU8) INPUT A INPUT B ZONE 1 (FITNESS CENTER) ZONE 2 (FITNESS CENTER) ZONE 12 (MAILROOM) ZONE 10 (LOBBY) ZONE 18 (LOBBY) ZONE 25 (RESIDENT LOUNGE) MODULE 3 (LV8) INPUT A INPUT B ZONE 3 (FITNESS CENTER) ZONE 4 (YOGA) ZONE 5 (ELEVATOR LOBBY) ZONE 7 (HALLWAY) ZONE 8 (HALLWAY) ZONE 9 (LOBBY) ZONE 11 (VESTIBULE) ZONE 13 (MAILROOM) MODULE 2 (DIMU8) INPUT A INPUT B ZONE 28 (RESIDENT LOUNGE) ZONE 29 (RESIDENT LOUNGE) ZONE 22 (RESIDENT LOUNGE) ZONE 6 (ELEVATOR LOBBY) MODULE 4 (LV8) INPUT A INPUT B ZONE 14 (LOBBY) ZONE 15 (LOBBY) ZONE 17 (LOBBY) ZONE 19 (LOBBY) ZONE 20 (RESIDENT LOUNGE) ZONE 21 (RESIDENT LOUNGE) ZONE 23 (RESIDENT LOUNGE) ZONE 24 (RESIDENT LOUNGE) ZONE 16 (LOBBY) MODULE 5 (LV8) INPUT A INPUT B ZONE 26 (RESIDENT LOUNGE) ZONE 27 (RESIDENT LOUNGE) ZONE 30 (RESIDENT LOUNGE) ZONE 31 (LEASING OFFICE) ZONE 32 (PACKAGE ROOM) ZONE 33 (PET SPA) ZONE 34 (BIKE ROOM) ZONE 35 (TRASH ROOM) HP-1/51 INPUT 120V CIRCUITSLIGHTING CONTROL ZONES ZONE 36 (BUILDING EXTERIOR) HP-1/52 HP-1/53 HP-1/54 HP-1/55 HP-1/56 HP-1/57 HP-1/58 HP-1/59 ZONE 37 (BUILDING EXTERIOR) ZONE 38 (BUILDING EXTERIOR) HP -1/60 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION As indicated NOTES, SCHEDULE & LEGEND E001 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT LIGHTING FIXTURE SCHEDULE TypeManufacturerModelDescriptionApparent LoadComments AA1SistemaluxLOG3-R-T-NC-H-930-AFL-VOLT-0 1-D10Recessed Adjustable Angle Downlight13 W ACL1Inter-luxWG-20ZCG-RBT-S-LENGTH-H-930-D010-P4-LL45C-WCove Graze LED0 WRated at 10 W/ft. Lengths to be verified in field. ACL2Inter-luxWG-20LWW-RBT-S-A- M-930-D010-OD-WRecessed LED Linear Wall Wash0 WRated at 6.4 W/ft. Lengths to be verified in field. ACLCInter-luxWG-20ZCG-RBT-S-LENGTH-H-927-D010-P4-LL45C-WRecessed LED Linear Wall Wash, 2700K180 WRated at 10 W/ft. Lengths to be verified in field. AD1Inter-luxWG-100RPTDLF-RBT-M-930-D010-RRC-MPL-65-W-WLRecessed LED Downlight, Wet Rated8 W AD2Inter-luxWG-100RPTDLF-RBT-M-930-D010-RRC-M PL-41-WRecessed LED Downlight8 W AD3OmnilightORB-30-S-BN-MCLED Puck Light4 W AD4OmnilightORB-30-S-BN-MCLED Puck Light4 W AD5Inter-luxWG-100RPTD-RBT-M-930-D010-RRC-RSO-110-WRecessed LED Downlight15 W AF1AFXRVF162600L30D2BKGDSurface Mount LED31 W AF2marsetPlaff-on! 50 LED SMD 36W 3000KSurface Mount LED36 WProvide with 3000K temperature rating and 0-10V dimming. AF3KuzcoFM43518-BKLED 18" Round Surface Mount, Black30 W AF4KuzcoFM43522-BKLED 22" Round Surface Mount, Black42 W AF5AFXRVF121400L30D2WHBKReveal LED Flush Mount18 W AL1Inter-luxWG-20LRR-RPT-S-LENGTH-M-930-D010-LL45W-WRec essed LED Linear51 WRated at 6.4 W/ft. Lengths to be verified in field. AL2tivoliTPLE-SB-I-30-24-MINI-CHAN-SLV-6.5-MINI-LNS-OP-6.5-MINI-EC-(EN DCAPS)-MINI-MTBK Surface Mount Linear LED0 WRated at 3.2 W/ft. Fixture lengths to be verified in field. Refer to Architectural drawings for mounting heights. Provide ADUL Series Class 2 Transformer (ADUL-120-1-4-24-DOT) to support no more than 30 ft of LED tape per channel. Provide DIM-LD-010 dimmer. Mount drivers and dimmers in package room. AL3tivoliTPLE-SB-I-30-24-MINI-CHAN-SLV-6.5-MINI-LNS-OP-6.5-MINI-EC-(EN DCAPS)-MINI-MTBK Surface Mount Linear LED0 WRated at 3.2 W/ft. Lengths to be verified in field. Provide ADUL Series Class 2 Transformer (ADUL-120-1-4-24-DOT) to support no more than 30 ft of LED tape per channel. Provide DIM-LD-010 dimmer. Mount drivers in package room. Lengths to be verified in field. AL4LEDLinearVARIOLED 0002-NEXUS HD10-W9-30-LO-(CONNECTOR)-E-FMP-LENGTH TO BE VERIFIED-IP20 Surface Mount Linear LED0 WRated at 2.9 W/ft. Provide D-REM-030W-DIM-UNV-IP65 driver for each instance of fixture type. Lengths to be verified in field. AL5tivoliTPLE-SB-I-30-24- MINI-CHAN-SLV-6.5-MINI-LNS-OP-6.5-MINI-EC-(EN DCAPS)-MINI-MTBK Surface Mount Linear LED16 WRated at 3.2 W/ft. Fixture lengths to be verified in field. Refer to Architectural drawings for mounting heights. Provide ADUL Series Class 2 Transformer (ADUL-120-1-4-24-DOT) to support no more than 30 ft of LED tape per channel. Provide DIM-LD-010 dimme ALP1Sonneman2818.25-6 (BLACK)Decorative Linear Pendant36 WLocate remote driver in accessible/serviceable location in Package Room 102. Refer to Arch elevations for mounting height. ALP2Sonneman22QKCL02120PHA (BLACK) Ola Double Linear LED PendantDecorative Linear Pendant24 WRefer to Arch elevations for mounting height. ALP2_ALT1Sonneman2839.25 (BLACK) Morii PendantDecorative Linear Pendant34 WRefer to Arch elevations for mounting height. ALP2_ALT2Seed DesignSLD-3981PL (BLACK) Mumu Pendant XLDecorative Linear Pendant48 WRefer to Arch elevations for mounting height. ALR1LEDLinearVarioLED 1300-Nexus HD15-W9-30-S-OP-B-FMC-IP20SurfaceMount Shallow LED Linear28 WRated at 4.7W/ft. Provide D-REM-030W-DIM-UNV-IP65 driver for each instance of fixture type. Lengths to be verified in field. AP1ATooyTOY959218 (9.8" diameter)Decorative Pendant, Copper Finish, Black Smoke Shade 12 WRefer to Arch elevations for mounting height. Provide with 3000K color temperature. AP1A_ALT1DCW EditionsHere Comes the Sun Pendant (Medium)Decorative Pendant25 WRefer to Arch elevations for mounting height. Provide dimmable LED A19 3000K (25W max) bulb for each instance. AP1BTooyTOY959214 (13.8" diameter)Decorative Pendant, Copper Finish, Black Smoke Shade 12 WRefer to Arch elevations for mounting height. Provide with 3000K color temperature. AP1B_ALT1DCW EditionsHere Comes the Sun Pendant (Large)Decorative Pendant40 WRefer to Arch elevations for mounting height. Provide dimmable LED A19 3000K (40W max) bulb for each instance. AP2Secto DesignSEC856338Octo 4241 Pendant, Black Laminated Birch, 17.7" 22 WRefer to Arch elevations for mounting height. Provide 22W LED E26 3000K bulb for each instance of fixture. AP3Sonneman2656.25A9-Lig ht LED Pendant, Black Finish60 WRefer to Arch elevations for mounting height. AP3_ALT1KuzcoPD12732-BKLED Pendant145 WRefer to Arch elevations for mounting height. Provide ELV dimmer for fixture. AP4AGraypantsDisc16 Pendant Natural GP-141Decorative Pendant15 WRefer to Arch elevations for mounting height. Provide LED A19 3000K bulb (15W max) for each instance of fixture. AP4BGraypantsMoon10 Pendant Natural GP-161Decorative Pendant15 WRefer to Arch elevations for mounting height. Provide LED A19 3000K bulb (15W max) for each instance of fixture. AP4CGraypantsMoon14 Pendant Natural GP-162Decorative Pendant15 WRefer to Arch elevations for mounting height. Provide LED A19 3000K bulb (15W max) for each instance of fixture. AW1Sonneman2711.72-WL Decorative Wall Sconce12 WProvide (2) 3000K LED Replacement bulbs. Refer to Arch elevations for mounting height. AW1_ALT1Access20407LEDD-BL/GDDecorative Wall Sconce12 WRefer to Arch elevations for mounting height. AW2Birchwood LightingHAI-LED-225-1B-HLO-30-8-FB-FW-D1-RAS-1TR-R-FB-5Round Linear LED47 WProvide with 1TR Trim & 1.25" Knuckle selection, with 6" Arm Length. AWCAlva (Auberge)AU- R15W-27-9-RE7W12H-RV-DP12A-BLKLED Wall Sconce15 WRefer to Arch elevations for mounting height. AWC_BAlva (Auberge)AU- R15W-27-9-RE7W12H-RVLED Wall Sconce15 WRefer to Arch elevations for mounting height. CLCtivoliTPLE-VHO-I-27-24-DWAR-CHAN-SLV-6.5-DWAR-LNS-OPL-6.5Recessed Cove Light0 WRated 4.5 W/ft. Lengths to be verified in field. Provide fixture with modified channel with light provided only on one side. Refer to Electrical drawings for direction of light source. E1WAC LightingWS-W15710-BKOutdoor LED Wall Sconce, Black Finish12 W E2WAC LightingWS-W15708-BKOutdoor LED Wall Sconce, Black Finish12 WRefer to Arch elevations for mounting height. Controlled by switch in dwelling unit. E3WAC Lighting5111-27BKLED Flood Light9 WRefer to Architectural drawings for mounting locations and heights. Provide transformer. E4LithoniaOLMF-P1-40K-120V-DDBLED Flood Light28 WRefer to Arch elevations for mounting height. Fixtures are for emergency operation only. E5Tokistar LightingEXBK-12-UBWW-G14-FLED String lights29 WRefer to Arch elevations for mounting height. Provide T24-300 transformer, mount in accessible location. Provide EX-MDA-BK and catenary cable to string fixtures across alleyway. Coordinate locations of poles to support cable with landscape architects. E6DBFAC85-265V 15WLED Downlight, Wet Rated15 WFixtures to be controlled by centralized lighting controller. Operations shall conform with requirements of IECC for outdoor light fixture operation. EX1LithoniaLRP W 1 RC 120/277 TMCeiling-mount Architectural Exit Sign, Red Letters on Clear 5 WRefer to planset for direction arrows. EX2LithoniaLRP W 2 RMR DA 120/277 TMCeiling-mount Architectural Exit Sign, Red Letters on Mirror 5 WRefer to planset for direction arrows. EX3LithoniaLQM S W 3 R 120/277 SDVersatile-mount Exit Sign, Red Letters on White Body, Self Diagnostics 5 WRefer to planset for direction arrows. PRAB LightingVXBRLED13DGLED Vaporproof Fixture15 W RLamar LEDTTU48M-40EMWall Mount Strip light29 WControlled by integrated motion sensor. Fixtures shall dim to 25% output after time delay of 5 minutes. S1Day-Brite CFI by SignifyFSS430L830-UNV-DIM4' Linear LED32 WFixture to be surface mounted, except for indicated on planset. Refer to keyed notes for mounting heights, where applicable. Where fixture is to be suspended, provide accessory FKR-126. S2Day-Brite CFI by SignifyFSS220L830-UNV-DIM2' Linear LED17 W TGE EvolveECLS-01-0-T5-SM-7-30-A-A-SM-WHTECanopy LED Soffit29 WFixture shall be supplied with integrated motion sensor and photocell. Fixtures shall dim to 20% output during inactive periods. UBLitonLCMPD5RW-T27LED Ceiling Disk, White, 2700K11 WRefer to Architectural drawings for spacing and placement. UCLitonLCMPD5RW-T27LED Ceiling Disk, White, 2700K11 WRefer to Architectural drawings for spacing and placement. UELitonLCMPD5RW-T27LED Ceiling Disk, White, 2700K11 WRefer to Architectural drawings for spacing and placement. UHLitonLCMPD5RW-T2 7LED Ceiling Disk, White, 2700K11 WRefer to Architectural drawings for spacing and placement. UKLitonLCMPD5RW-T27LED Ceiling Disk, White, 2700K11 WRefer to Architectural drawings for spacing and placement. UPEGLOTOROTRETO 62547ALED Slim Pendant10 WRefer to Architectural drawings for spacing and placement. USLitonLCMPD5RB-T27LED Ceiling Disk, Black, Wet rated11 WRefer to Architectural drawings for spacing and placement. UVMODCREATIONStudio5469Bathroom Vanity Fixture18 WProvide (2) 2700K LED bulbs. Refer to Arch drawings for mounting height. LIGHTING CONTROL NOTES 1. ALL OCCUPANCY/VACANCY SENSORS SHALL BE MANUALLY ADJUSTED TO EXTINGUISH LIGHTS AFTER A PERIOD OF 5 MINUTES OF INACTIVITY. 2. STAIRWELL LIGHT FIXTURES HAVE INTEGRATED MOTION SENSORS. REFER TO LIGHT FIXTURE SCHEDULE FOR CONTROL SETTINGS. 3. OCCUPANCY SENSORS SHALL CONTROL ALL HALL OR ROOM LIGHTING, UNLESS OTHERWISE NOTED. WHERE FIXTURES ARE TO REMAIN CONSTANTLY ILLUMINATED, UNOCCUPIED LIGHTING LEVELS SHALL BE 20% OF OCCUPIED LEVELS. 4. ALL EMERGENCY LIGHTING AND EXIT SIGNAGE SHALL BE FED FROM GENERATOR DISTRIBUTION PANEL. 5. LIGHTS DESIGNATED WITH “EM”ARE TO PROVIDE EMERGENCY EGRESS LIGHTING. WHERE CONTROLLED BY CRESTRON CONTROLLER OR LOCAL SWITCHING/OCCUPANCY CONTROL, PROVIDE BODINE GTD20A TRANSFER SWITCH/LIGHTING CONTROL DEVICES FOR EACH ZONE TO ALLOW BYPASSING OF CONTROLLER UPON LOSS OF NORMAL POWER. ELSEWHERE, FIXTURES ARE POWERED DIRECTLY FROM GENERATOR DISTRIBTUION PANEL. 6. CONTROL OF EXTERIOR LIGHTING ZONE 36, EGRESS AND SITE LIGHT FIXTURES SHALL HAVE DAYLIGHT SHUTOFF AND MOTION DETECTION CONTROLS. LIGHT FIXTURES SHALL DIM TO 50% WHEN NO ACTIVITY HAS BEEN DETECTED FOR MORE THAN 5 MINUTES. LIGHTS SHALL ALSO DIM TO 50% BETWEEN MIDNIGHT AND 6AM. EXTERIOR LIGHTING CONTROLS SHALL CONFORM TO 2020 ENERGY CONSERVATION CODE OF NYS SECTION C405.2.6. LIGHT FIXTURE SCHEDULE NOTES 1. PROVIDE SUBMITTAL FOR EACH LIGHT FIXTURE FOR REVIEW BY OWNER'S ENERGY CONSULTANT. 2. FOR ANY SUBMITTED FIXTURE WITH SCREW-IN LAMPS, EC SHALL PROVIDE LED LAMPS AS APPROVED BY OWNER, ENGINEER, AND ENERGY CONSULTANT. 3. ALL LIGHTING ON FIRST FLOOR TO BE 3000K, UNLESS OTHERWISE NOTED. LIGHTING IN DWELLING UNITS AND SUPPORTING SPACES TO BE 2700KUNLESS OTHERWISE NOTED. 4. CONTRACTOR TO PROVIDE ALTERNATIVE PRICING FOR ALL FIXTURES MARKED "ALT#". 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET ENERGY CODE COMPLIANCE NOTES 1. PROJECT DOES NOT CONTAIN ANY DAYLIGHTING SIDELIT OR TOPLIT ZONES. 2. REFER TO LIGHTING CONTROL NOTES ABOVE AND TO LIGHT FIXTURE SCHEDULE FOR INDIVIDUAL FIXTURE CONTROL DETAILS. No Scale 1 LIGHTING CONTROLLER ZONES GAS SERVICE ALTERNATE 1. IF GAS SERVICE IS PROVIDED TO BUILDING, CONTRACTOR SHALL PROVIDECARBON MONIXIDE DETECTION IN COMPLIANCE WITH SECTION 915 OF THE FIRE CODE OF NEW YORK STATE. 1 1 1 1 1 1 1 5000A-3P 208Y/120V 3PH-4W MAIN SERVICE DISCONNECT 600-3PCT CAB HOUSE 1600-3P 800A MB 208Y-120V 4W-3PH MAIN HOUSE PANEL "MHP" UNDERGROUND TO PAD MOUNTED TRANSFORMER FIRST FLOOR APT PANEL 125A MLO 208/120V 1PH-3W 24SP 600A 3PH TERMINAL BLOCK (BOD: SQD EZM3600TB) 225A 5-METER SOCKET STACK, 800A RATED HORIZONTAL BUSBAR (BOD: SQD EZMH315225), TYPICAL OF (6). EACH APARTMENT FEED TO BE PROTECTED BY 100A-2P BREAKER. 225A 4-METER SOCKET STACK, 800A RATED HORIZONTAL BUSBAR (BOD: SQD EZMH314225), TYPICAL OF (1). EACH APARTMENT FEED TO BE PROTECTED BY 100A-2P BREAKER. SECOND FLOOR THIRD FLOOR 600-3P600-3P600-3P 600A 3PH TERMINAL BLOCK (BOD: SQD EZM3600TB) 225A 5-METER SOCKET STACK, 800A RATED HORIZONTAL BUSBAR (BOD: SQD EZMH315225), TYPICAL OF (6). EACH APARTMENT FEED TO BE PROTECTED BY 100A-2P BREAKER. 225A 4-METER SOCKET STACK, 800A RATED HORIZONTAL BUSBAR (BOD: SQD EZMH314225), TYPICAL OF (1). EACH APARTMENT FEED TO BE PROTECTED BY 100A-2P BREAKER. FOURTH FLOOR 600A 3PH TERMINAL BLOCK (BOD: SQD EZM3600TB) 225A 5-METER SOCKET STACK, 800A RATED HORIZONTAL BUSBAR (BOD: SQD EZMH315225), TYPICAL OF (5). EACH APARTMENT FEED TO BE PROTECTED BY 100A-2P BREAKER. 225A 4-METER SOCKET STACK, 800A RATED HORIZONTAL BUSBAR (BOD: SQD EZMH314225), TYPICAL OF (1). EACH APARTMENT FEED TO BE PROTECTED BY 100A-2P BREAKER. FIFTH FLOOR 600A 3PH TERMINAL BLOCK (BOD: SQD EZM3600TB) 225A 6-METER SOCKET STACK, 800A RATED HORIZONTAL BUSBAR (BOD: SQD EZM315225), TYPICAL OF (5). EACH APARTMENT FEED TO BE PROTECTED BY 100A-2P BREAKER. 225A 6-METER SOCKET STACK, 800A RATED HORIZONTAL BUSBAR (BOD: SQD EZM314225), TYPICAL OF (1). EACH APARTMENT FEED TO BE PROTECTED BY 100A-2P BREAKER. 225A 3-METER SOCKET STACK, 800A RATED HORIZONTAL BUSBAR (BOD: SQD EZMH313225), TYPICAL OF (1). EACH APARTMENT FEED TO BE PROTECTED BY 100A-2P BREAKER. APT PANEL 125A MLO 208/120V 1PH-3W 24SP TYPICAL OF (34) PANELS APT PANEL 125A MLO 208/120V 1PH-3W 24SP APT PANEL 125A MLO 208/120V 1PH-3W 24SP TYPICAL OF (34) PANELS APT PANEL 125A MLO 208/120V 1PH-3W 24SP APT PANEL 125A MLO 208/120V 1PH-3W 24SP TYPICAL OF (32) PANELS APT PANEL 125A MLO 208/120V 1PH-3W 24SP APT PANEL 125A MLO 208/120V 1PH-3W 24SP TYPICAL OF (29) PANELS ROOF 800A MB 208Y/120V 3PH-4W COMMERCIAL SPACE 1 PANEL "CP1" 800A MB 208Y/120V 3PH-4W COMMERCIAL SPACE 2 PANEL "CP2" 800A MB 208Y-120V 3PH-4W COMMERCIAL SPACE 3 PANEL "CP3" 1200A MB 208Y-120V 4W-3PH ROOF PANEL "P-ROOF" HOUSE PANEL "HP-2" 225A MLO 208/120V 3PH-4W HOUSE PANEL "HP-4" 225A MLO 208Y/120V 3PH-4W FEED FROM LUGS ON HOUSE CT CABINET IN MAIN SWITCH BOARD 40KW EMERGENCY DIESEL GENERATOR 208Y/120V 3PH-4WGEN ATS 150A 208Y/120V 3PH-4W ELECTRIC ROOM 122 ELEVATOR 1 CONTROLLER 15HP MOTOR 60A-3P UNFUSED DISCONNECT AT TOP OF HOISTWAY GEN PANEL 150A 208Y/120V 3PH-4W 60A-3P FUSED DISCONNECT 60A-3P FUSED SHUNT-TRIP DISCONNECT ELEVATOR 2 CONTROLLER 15HP MOTOR 60A-3P UNFUSED DISCONNECT AT TOP OF HOISTWAY FEEDER SCHEDULE ALL WIRE SIZES AWG, ALL WIRING CU UNLESS OTHERWISE INDICATED SYMPER PHASENEUTRALEGCCONDUIT A B B B L D D B F F F F G H A(12) 750MCM AL(12) 750MCM AL-4" B(2) 500MCM AL(2) 500MCM AL#2/0 AL3" C(2) 250MCM AL(2) 250MCM AL#1 AL2-1/2" D(1) 300MCM AL(1) 300MCM AL#2 AL3" E(4) 500MCM AL(4) 500MCM AL250M AL3" F(1) #4(1) #4#81-1/2" G(1) #3/0(1) #3/0#62" H(1) #1/0(1) #1/0#62" J J(1) #1(1) #1#8SER CABLE E J J J NOTE: ALL WIRE/CABLE SIZES SHOWN ON DRAWINGS ARE SIZED BASED ON FUSE OR BREAKER SIZE. CONTRACTOR TO VERIFY SUFFICIENT CONDUCTOR SIZE FOR VOLTAGE DROP BASED ON FINAL CONDUCTOR LENGTH FOR EACH SERVICE OR CIRCUIT. IF ALUMINUM CONDUCTORS ARE USED IN PLACE OF COPPER CONDUCTORS, WIREAND CONDUIT SIZED SHALL BE BASED ON NEC ALLOWABLE AMPERAGES FOR ALUMINUM CONDUCTORS. H TELECOM ROOM 118 GYM PANEL "P-GYM" 225A MLO 208/120V 3W-1PH HOUSE PANEL "HP-1" 400A MLO 208Y/120V 4W-3PH C K L K(1) #3/0(1) #3/0-2" L(4) 400MCM AL(4) 400MCM AL#3/0 AL2-1/2" GENERAL NOTES 1. WHERE FEEDERS TO APARTMENTS PANELS ARE NOT UPSIZED FOR VOLTAGE DROP, 125A METER SOCKETS MAY BE USED. DHW PANEL "P-DHW" 400A MLO 208Y/120V 3PH-4W C TO PANEL PROOF E CT CAB & METER L CT CAB & METER L CT CAB & METER M(6) 400MCM AL(6) 400MCM AL#4/0 AL2-1/2" LLL BICYCLE ROOM 115 FITNESS CENTER 108 1600-3P 800-3P 800-3P 800-3P TO CT CABINETS IN TELECOM ROOM 118 TO SWITCHBOARD IN ELECTRIC ROOM 122 SERVICE DISCONNECT 6 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 3/8" = 1'-0" ELECTRICAL RISER DIAGRAM E002 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT No Scale 1 ELECTRICAL RISER 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET CR CR 1 CRCRCR CR 1 1 1 1 AC 1 1 1 1 1 AC AC TV 4 AC 4000A 208Y/120V MAIN SERVICE DISCONNECT APARTMENT SERVICE BREAKER SECTIONS HOUSE METER & CT CABINET / 1E404 / 1E403 / 1E405 / 1E402 / 1E401 / 1E401 / 1E402 / 1E401 YOGA STUDIO 109 RESIDENT LOUNGE 107 PET RELIEF AREA 111 PET SPA 110 RESTROOM 112 RESTROOM 113ELEVATOR LOBBY 106 PACKAGE ROOM 102 MAIL ROOM 103 TRASH ROOM 116 ELEV 2 ELEV 1CENTRAL STAIR TELECOM ROOM 118 UTILITY CORRIDOR 117 ELECTRIC ROOM 122 40KW DIESEL GENERATOR 208/120V 3PH-4W LEVEL 2 ENCLOSURE GENERATOR SETBACK BOLLARD, TYP 1 GEN TRANSFER SWITCH P-GEN MHP ELEVATOR DISCONNECTS FITNESS CENTER 108 COMMERCIAL TENANT SPACE 119 LOBBY 101 VESTIBULE 100 WATER SERVICE ROOM 105 LEASING OFFICE 104 2 FACP HP-1 P-GYM BICYCLE ROOM 115 EXIT CORRIDOR 114 EXIT CORRIDOR 125 STORAGE 130 EAST STAIR 123 STORAGE 123B STORAGE 124B APPROXIMATE ROUTING OF GENERATOR EXHAUST TO CHASE, EXTENDING TO ROOF3 44 4"x4"JUNCTION/ PULLBOX4"x4"JUNCTION/ PULLBOX ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 3/32" = 1'-0" 1ST FLOOR POWER & DATA E101 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 3/32" = 1'-0" 1 FIRST FLOOR -POWER & DATA KEYNOTE LEGEND Key ValueKeynote Text 1PROVIDE 8" CONCRETE PAD FOR GENERATOR. PAD SHALL EXTEND 6" FROM EDGE OF GENERATOR ALL AROUND. 2REFER TO LANDSCAPE DRAWINGS FOR BOLLARD DETAILS AND EXACT LOCATIONS. 3PROVIDE 3" DIAMETER BLACK STAINLESS STEEL PIPE WRAPPED IN 2" DURABACK INSULATION FOR GENERATOR EXHAUST. COORDINATE ROUTING THROUGH CHASE WITH FRAMING. PROVIDE HILTI C-BJ-7005 WHERE IT PENETRATES RATED CEILING ABOVE GARAGE. PROVIDE THIMBLE WHERE PIPE PENETRATES ROOF. 4PROVIDE 1" PVC CONDUIT UNDERGROUND FROM PANEL MHP TO JUNCTION/PULL BOX INDICATED. INSTALL PULL STRING FOR FUTURE INSTALLATION OF EV CHARGING STATION. E101 GENERAL NOTES 1. REFER TO DRAWING E401, E403 & SPECIFICATION SECTION 087100 FOR ACCESS CONTROLS INFORMATION. BUILDING SECURITY TO BE PROVIDED BY OTHERS. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 1 1 HP-2 / 1E406 / 1E410 / 1E406 / 1E407 / 1E409 / 1E406 / 1E407 / 1E408 EZM3CORNER EZM3EXT 800A TERMINAL BLOCK 5-METER STACK (TYP OF 6) 4-METER STACK (TYP OF 1) DATA DISTRIBUTION APPROXIMATE ROUTING OF GENERATOR EXHAUST THROUGH CHASE, EXTENDING TO ROOF 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 3/32" = 1'-0" 2ND FLOOR POWER & DATA E102 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 3/32" = 1'-0" 1 SECOND FLOOR -POWER & DATA E102 GENERAL NOTES 1. REFER TO DRAWING E401, E403 & SPECIFICATION SECTION 087100 FOR ACCESS CONTROLS INFORMATION. BUILDING SECURITY TO BE PROVIDED BY OTHERS. KEYNOTE LEGEND Key ValueKeynote Text 1PROVIDE 3" DIAMETER BLACK STAINLESS STEEL PIPE WRAPPED IN 2" DURABACK INSULATION FOR GENERATOR EXHAUST. COORDINATE ROUTING THROUGH CHASE WITH FRAMING. PROVIDE HILTI C-BJ-7005 WHERE IT PENETRATES RATED CEILING ABOVE GARAGE. PROVIDE THIMBLE WHERE PIPE PENETRATES ROOF. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 / 1E411 / 1E415 / 1E411 / 1E412 / 1E414 / 1E411 / 1E412 / 1E413 EZM3CORNER EZM3EXT 800A TERMINAL BLOCK 5-METER STACK (TYP OF 6) 4-METER STACK (TYP OF 1) DATA DISTRIBUTION APPROXIMATE ROUTING OF GENERATOR EXHAUST THROUGH CHASE, EXTENDING TO ROOF 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 3/32" = 1'-0" 3RD FLOOR POWER & DATA E103 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 3/32" = 1'-0" 1 THIRD FLOOR -POWER & DATA E103 GENERAL NOTES 1. REFER TO DRAWING E401, E403 & SPECIFICATION SECTION 087100 FOR ACCESS CONTROLS INFORMATION. BUILDING SECURITY TO BE PROVIDED BY OTHERS. KEYNOTE LEGEND Key ValueKeynote Text 1PROVIDE 3" DIAMETER BLACK STAINLESS STEEL PIPE WRAPPED IN 2" DURABACK INSULATION FOR GENERATOR EXHAUST. COORDINATE ROUTING THROUGH CHASE WITH FRAMING. PROVIDE HILTI C-BJ-7005 WHERE IT PENETRATES RATED CEILING ABOVE GARAGE. PROVIDE THIMBLE WHERE PIPE PENETRATES ROOF. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 / 1E416 / 1E420 / 1E416 / 1E417 / 1E419 / 1E416 / 1E417 / 1E418 HP-4 EZM3CORNER EZM3EXT 800A TERMINAL BLOCK 5-METER STACK (TYP OF 5) 3-METER STACK (TYP OF 1) DATA DISTRIBUTION 4-METER STACK (TYP OF 1) APPROXIMATE ROUTING OF GENERATOR EXHAUST THROUGH CHASE, EXTENDING TO ROOF 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 3/32" = 1'-0" 4TH FLOOR POWER & DATA E104 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 3/32" = 1'-0" 1 FOURTH FLOOR -POWER & DATA E104 GENERAL NOTES 1. REFER TO DRAWING E401, E403 & SPECIFICATION SECTION 087100 FOR ACCESS CONTROLS INFORMATION. BUILDING SECURITY TO BE PROVIDED BY OTHERS. KEYNOTE LEGEND Key ValueKeynote Text 1PROVIDE 3" DIAMETER BLACK STAINLESS STEEL PIPE WRAPPED IN 2" DURABACK INSULATION FOR GENERATOR EXHAUST. COORDINATE ROUTING THROUGH CHASE WITH FRAMING. PROVIDE HILTI C-BJ-7005 WHERE IT PENETRATES RATED CEILING ABOVE GARAGE. PROVIDE THIMBLE WHERE PIPE PENETRATES ROOF. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 AC / 1E421 / 1E425 / 1E421 / 1E422 / 1E424 / 1E421 / 1E422 / 1E423 EZM3CORNER EZM3EXT 800A TERMINAL BLOCK 5-METER STACK (TYP OF 5) DATA DISTRIBUTION 4-METER STACK (TYP OF 1) APPROXIMATE ROUTING OF GENERATOR EXHAUST THROUGH CHASE, EXTENDING TO ROOF 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 3/32" = 1'-0" 5TH FLOOR POWER & DATA E105 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 3/32" = 1'-0" 1 FIFTH FLOOR -POWER & DATA E105 GENERAL NOTES 1. REFER TO DRAWING E401, E403 & SPECIFICATION SECTION 087100 FOR ACCESS CONTROLS INFORMATION. BUILDING SECURITY TO BE PROVIDED BY OTHERS. KEYNOTE LEGEND Key ValueKeynote Text 1PROVIDE 3" DIAMETER BLACK STAINLESS STEEL PIPE WRAPPED IN 2" DURABACK INSULATION FOR GENERATOR EXHAUST. COORDINATE ROUTING THROUGH CHASE WITH FRAMING. PROVIDE HILTI C-BJ-7005 WHERE IT PENETRATES RATED CEILING ABOVE GARAGE. PROVIDE THIMBLE WHERE PIPE PENETRATES ROOF. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 G W G W G W G W G W G W G W G W G W G W G W G S P SP SP HFJ HP-3 APT 229 HP-3 APT 429 HP-3 APT 329 HP-3 APT 228 HP-3 APT 328 HP-3 APT 428 HP-3 APT 330 HP-1 APT 530 HP-3 APT 331 HP-3 APT 531 HP-1 APT 332 HP-1 APT 532 HP-1 APT 333 HP-1 APT 533 HP-3 APT 230 HP-3 APT 430 HP-3 APT 231 HP-3 APT 431 HP-1 APT 232 HP-1 APT 432 HP-1 APT 233 HP-1 APT 433 HP-3 APT 327 HP-3 APT 227 HP-3 APT 427 HP-2 APT 226 HP-2 APT 426 HP-3 APT 527 HP-2 APT 326 HP-2 APT 334 HP-2 APT 534 HP-2 APT 434 HP-2 APT 234 HP-1 APT 225 HP-1 APT 325 HP-1 APT 224 HP-1 APT 324 HP-1 APT 223 HP-1 APT 323 HP-1 APT 222 HP-1 APT 322 HP-3 APT 221 HP-5 FITNESS + YOGA HP-3 APT 321 HP-2 APT 522 HP-1 APT 523 HP-1 APT 424 HP-1 APT 524 HP-1 APT 425 HP-1 APT 525 HP-3 APT 518 HP-3 APT 318 HP-2 APT 219 HP-3 APT 220 HP-3 APT 320 HP-2 APT 319HP-3 APT 218 HP-3 APT 418 HP-6 COMM TENANT 6 HP-2 APT 401 HP-2 APT 201 HP-2 APT 301 HP-2 APT 501 HP-7 LOBBY HP-1 APT 217 HP-1 APT 417 HP-1 APT 216HP-1 APT 416 HP-1 APT 215 HP-1 APT 415 HP-1 APT 214 HP-1 APT 414 HP-1 APT 213 HP-1 APT 413HP-1 APT 212 HP-1 APT 317 HP-1 APT 517HP-1 APT 316 HP-1 APT 516 HP-1 APT 315HP-1 APT 515 HP-1 APT 314HP-1 APT 514 HP-1 APT 313HP-1 APT 513 HP-1 APT 312 HP-1 APT 512 HP-1 APT 412 HP-1 APT 211 HP-1 APT 411 HP-4 TRASH ROOM HP-1 APT 511 HP-1 APT 311 HP-4 BIKE ROOM HP-3 APT 210HP-3 APT 410 HP-3 APT 510 HP-3 APT 310 HP-1 APT 202 HP-1 APT 402HP-1 APT 203 HP-1 APT 403HP-1 APT 204 HP-1 APT 404HP-1 APT 205 HP-1 APT 405 HP-1 APT 505 HP-1 APT 305 HP-1 APT 504 HP-1 APT 304 HP-1 APT 503 HP-1 APT 303 HP-1 APT 502 HP-1 APT 302 HP-3 APT 306 HP-3 APT 506 HP-2 APT 209 HP-2 APT 409 HP-2 APT 509 HP-2 APT 309 HP-3 APT 207 HP-3 APT 407 HP-3 APT 507 HP-3 APT 307 HP-3 APT 208 HP-3 APT 408 HP-3 APT 508 HP-3 APT 308 ERV-4 ERV-3 ERV-2 HP-2 APT 422HP-1 APT 423 HP-3 APT 406 HP-3 APT 206 WH-1 HWT-1HWT-1HWT-1 ET-1 ERV-1 P-ROOF P-DHW HP-8 ELEVATOR HP-8 ELEVATOR EF-1 EF-2 P-ROOF 2,4,6 P-ROOF 1,3,5 P-ROOF 8,10,12 P-ROOF 7,9,11 P-ROOF 14,16,18 P-ROOF 13 P-ROOF 15,17 P-ROOF 20,22 FC-8 FC-8 P-ROOF 24,26 P-GEN 3 1 HPWH-1 HPWH-1 HPWH-1 HPWH-1 HPWH-1 HPWH-1 HPWH-1 HPWH-1 2 P-ROOF 23 P-ROOF 23 P-ROOF 23P-ROOF 23 P-ROOF 23 P-ROOF 23 P-ROOF 28 P-ROOF 28 P-ROOF 28 P-ROOF 28 P-ROOF 28 P229 17,19 P228 19,21 P227 16,18 P230 16,18 P530 16,18 P231 19,21 P232 16,18 P232 19,21 P233 15,17 P234 16,18 P223 14,16 P222 14,16 P221 17,19 P422 18,20 P220 19,21 P219 16,18 P218 17,19 P201 17,19 P212 17,19 P211 16,18 P210 10,12 P203 16,18 P205 17,19 P209 16,18 P207 19,21 P208 18,20 P213 18,20 3 3 HP-3 APT 420 HP-3 APT 520 P420 20,22 MV-1 P-1 P-2A P-2B 4 ZV-1 ZV-2 ZV-1 5 6 P-GEN 15,17,19 P-GEN 16 7 8 P-ROOF 19,21 7 8 MHP 47,49,51 MHP 48 P-ROOF 30,32 P-GEN 18,20 910 HPWH-1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 3/32" = 1'-0" ROOF ELECTRICAL PLAN E106 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 3/32" = 1'-0" 1 ROOF -ELECTRICAL KEYNOTE LEGEND Key ValueKeynote Text 1PROVIDE 3" DIAMETER BLACK STAINLESS STEEL PIPE WRAPPED IN 2" DURABACK INSULATION FOR GENERATOR EXHAUST. COORDINATE ROUTING THROUGH CHASE WITH FRAMING. PROVIDE HILTI C-BJ-7005 WHERE IT PENETRATES RATED CEILING ABOVE GARAGE. PROVIDE THIMBLE WHERE PIPE PENETRATES ROOF. 2REFER TO P-DHW PANEL SCHEDULE FOR NUMBER OF ELECTRICAL CONNECTIONS TO SANDEN UNITS. REFER TO PLUMBING DRAWINGS FOR ARRANGEMENT OF OUTDOOR UNITS. PROVIDE EACH UNIT WITH 30 AMP, 208V SINGLE PHASE, NEMA 3R ENCLOSURE, DISCONNECT SWITCH. DISCONNECT SWITCH NOT SHOWN FOR CLARITY. 3FAN COIL IS POWERED DIRECTLY FROM OUTDOOR CONDENSING UNIT. WIRING BY MECHANICAL CONTRACTOR. 4ELECTRIC BOILER, REFER TO P-ROOF PANEL SCHEDULE FOR SIZING. PROVIDE 3-#350 KCMIL AL., 1-#2 AL. G, 3" CONDUIT. 5PROVIDE TRANSFORMER FOR 24V CONNECTION TO ZONE VALVES. COORDINATE WITH PLUMBING CONTRACTOR. 6REFER TO P-DHW PANEL SCHEDULE FOR CIRCUITING TO PLUMBING COMPONENTS. 7PROVIDE NON-FUSED AUXILIARY ELEVATOR DISCONNECT AT TOP OF ELEVATOR HOISTWAY. REFER TO ELEVATOR INSTALLATION DOCUMENTATION FOR REQUIREMENTS. COORDINATE WITH ELEVATOR EQUIPMENT INSTALLATION. 8PROVIDE DISCONNECT FOR ELEVATOR CAR LIGHTING CIRCUIT. COORDINATE NSTALLATION REQUIREMENTS WITH ELEVATOR CONTRACTOR. 9PROVIDE HEAT DETECTOR (FIXED TEMPERATURE) NEAR SPRINKLER HEADS IN ELEVATOR SHAFT, WHERE THEY OCCUR. 10PROVIDE CONNECTION TO HEAT TRACE ON SANDEN UNIT OUTDOOR PIPING. COORDINATE WITH PLUMBING CONTRACTOR. E106 GENERAL NOTES 1. PROVIDE ELECTRICAL RECEPTICAL WITHIN 25' OF ALL HVAC EQUIPMENT ON ROOF, PER NEC 210.63. 2. MECHANICAL CONTRACTOR TO FURNISH AC DISCONNECT FOR ALL HVAC EQUIPMENT. ELECTRICAL CONTRACTOR TO INSTALL AND COMPLETE ELECTRICAL CONNECTIONS TO DISCONNECTS AND EQUIPMENT, TYPICAL OF ALL. 3. APARTMENT CONDENSING UNITS ARE ONLY CIRCUITED FOR TYPICAL APARTMENTS. REFER TO PANEL SCHEDULES FOR TYPICAL CIRCUITING FOR CONDENSING UNITS TO ALL APARTMENTS. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 / 1E401_R / 1E405_R / 1E401_R / 1E402_R / 1E404_R / 1E401_R / 1E402_R / 1E403_R RA FACP BICYCLE ROOM 115 RESTROOM 113 PET SPA 110 YOGA STUDIO 109 PET RELIEF AREA 111 ELECTRIC ROOM 122 PACKAGE ROOM 102 RESIDENT LOUNGE 107 COMMERCIAL TENANT SPACE 119 TRASH ROOM 116 CENTRAL STAIR ELEV 1 ELEV 2 TELECOM ROOM 118 UTILITY CORRIDOR 117 EXIT CORRIDOR 125 PARKING 126 EXIT CORRIDOR 114 VESTIBULE 100 RESTROOM 112 MAIL ROOM 103 ELEVATOR LOBBY 106 LOBBY 101 EAST STAIR 123 STORAGE 130 FITNESS CENTER 108 LEASING OFFICE 104 WATER SERVICE ROOM 105 STORAGE 123B STORAGE 124B NORTH STAIR ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 3/32" = 1'-0" 1ST FLOOR LIGHTING & FA E201 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 3/32" = 1'-0" 1 FIRST FLOOR -LIGHTING & FIRE ALARM 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET / 1E406_R / 1E410_R / 1E406_R / 1E407_R / 1E409_R / 1E406_R / 1E407_R / 1E408_R ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 3/32" = 1'-0" 2ND FLOOR LIGHTING & FA E202 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 3/32" = 1'-0" 1 SECOND FLOOR -LIGHTING & FIRE ALARM 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET / 1E411_R / 1E415_R / 1E411_R / 1E412_R / 1E414_R / 1E411_R / 1E412_R / 1E413_R ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 3/32" = 1'-0" 3RD FLOOR LIGHTING & FA E203 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 3/32" = 1'-0" 1 THIRD FLOOR -LIGHTING & FIRE ALARM 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET / 1E416_R / 1E420_R / 1E416_R / 1E417_R / 1E419_R / 1E416_R / 1E417_R / 1E418_R ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 3/32" = 1'-0" 4TH FLOOR LIGHTING & FA E204 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 3/32" = 1'-0" 1 FOURTH FLOOR -LIGHTING & FIRE ALARM 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET / 1E421_R / 1E425_R / 1E421_R / 1E422_R / 1E424_R / 1E421_R / 1E422_R / 1E423_R ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 3/32" = 1'-0" 5TH FLOOR LIGHTING & FA E205 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 3/32" = 1'-0" 1 FIFTH FLOOR -LIGHTING & FIRE ALARM 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET G W G G P DO J JJ J J J CR CR AC 4 AC TRASH ROOM 116 ELECTRIC ROOM 122 BICYCLE ROOM 115 ELEV 1 ELEV 2 ERV-6 1 1 2 2 EBH-3 4000A 208Y/120V MAIN SERVICE DISCONNECT FEEDER SECTION -APARTMENT METER SECTIONS & COMMERCIAL METERS (SERVICE DISCONNECTS 1-5) HOUSE METER & CT CABINET SECTION (SERVICE DISCONNECT 6) CENTRAL STAIR ELEVATOR LOBBY 106 / 1E403 / 1E405 / 1E404 / 1E402 3 3 G-ATS P-GEN MHP HP-1 HP-1 33 HP-1 34 HP-1 32HP-1 35 HP-1 36 HP-1 38 NORTH STAIR HP-1 28 HP-1 23 HP-1 6 SP-1 SP-1 ERV-8 FC-4 FC-4 EWH-1 MHP 13,15 MHP 21,23 MHP 22,24,26 MHP 25 REFER TO E101 FOR GENERATOR REFER TO E101-E106 FOR GENERATOR EXHAUST ROUTING HP-1 40 HP-1 39,41 COMMERCIAL FEEDER DISTRIBUTION EDH-2 EDH-2 FACP MHP 28 EWH-1 MHP 30 MHP 35,37 MHP 40,42 MHP 17,19 MHP 17,19 4 HP-1 50 MHP 47,49,51 P-GEN 15,17,19 5 P-GEN 21 6 6 6 66 6 MHP 4 MHP 6 7 8 1 1 9 10 1 1 9 1 11 1 HP-1 3012 11 1 HP-1 30 MHP 9 13 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 1ST FL CORE ENLRGD PLAN -PWR & DATA E401 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 FIRST FLOOR CORE ENLARGED PLAN -POWER & DATA KEYNOTE LEGEND Key ValueKeynote Text 1PROVIDE CONVENIENCE RECEPTACLE IN ELEVATOR PIT FOR ELEVATOR SERVICING, PER NEC 620.24(C). 2PROVIDE GFCI BREAKER FOR SUMP PUMP RECEPTACLE CIRCUIT. COORDINATE RECEPTACLE LOCATION WITH PLUMBING CONTRACTOR AND SUMP PUMP INSTALLATION. 3ALL RECEPTACLES WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TO PANEL SCHEDULES. 4COORDINATE ALL DOOR OPERATOR BUTTONS WITH ARCHITECT AND BUILDING OWNER. ELECTRICAL CONTRACTOR TO PROVIDE ALL PATHWAYS AND WIRING BETWEEN DOOR OPERATOR AND ASSOCIATED HARDWARE. 5PROVIDE FUSED SHUNT-TRIP ELEVATOR DISCONNECT SWITCH. SWITCH SHALL BE BUSSMANN SERIES QUICK-SPEC POWER MODULE SWITCH (MODEL #PS6-T20-R2-K-G-N6-B-F1-U WITH 45A CLASS J FUSES). COORDINATE SHUNT-TRIP CONTROL WIRING WITH FIRE ALARM SYSTEM INSTALLER. COORDINATE ELEVATOR CONTROL WIRING TO DISCONNECT SWITCH'S AUXILIARY CONTACTS WITH ELEVATOR INSTALLER. 6PROVIDE CONNECTION TO HEAT TRACE TO DVW AND PRIMARY STORM RISERS IN GARAGE. COORDINATE WITH PLUMBING CONTRACTOR. 7REFER TO CIVIL DRAWINGS FOR CONDUIT PATHING FOR MAIN SERVICE AND TELECOMMUNICATIONS. 8PROVIDE 60A, 208V, 3 PHASE, FUSED DISCONNECT, NEMA 4 RATED ENCLOSURE TO SERVE TRASH COMPACTOR. PROVIDE FUSES ACCORDING TO TRASH COMPACTOR RECOMMENDATIONS. 9PROVIDE STANDARD CARD READER, REFER TO ACCESS CONTROL, SPECIFICATION SECTION 087100, PROVIDE DATA CONNECTION AND CABLING BACK TO ACCESS CONTROLS AND ETHERNET SWITCH. COORDINATE ACCESS CONTROL PANEL WITH ARCHITECTURAL DRAWINGS. 10PROVIDE ALL INTERCONNECTION BETWEEN ACCESS CONTROL SYSTEM, CARD READER, DOOR LOCKING HARDWARE AND ADA DOOR CONTROLS ACCORDING TO MANUFACTURERS RECOMMENDATIONS . 11PROVIDE DATA CABLING FOR CONNECTION TO WIFI ABOVE CEILING. PROVIDE EXTRA 15' CABLE COILED UP ABOVE CEILING, PROVIDE DUPLEX RECEPTACLE MOUNTED TO STRUCTURE ABOVE CEILING AND CIRCUITING AS SHOWN. 12PROVIDE REMOTE BUTTERFLYMX RELAY, DATA CABLING AND CONNECTION FOR ELEVATOR LOCK SYSTEM FROM BUTTERFLYMX PANEL VIA ACCESS CONTROLS. INSTALL WIRING ACCORDING TO MANUFACTURERS RECOMMENDATION. 13PROVIDE FIBEROPTIC BACKBONE FOR 10GB ETHERNET SWITCH. E401 GENERAL NOTES 1. MECHANICAL CONTRACTOR TO FURNISH AC DISCONNECT FOR ALL HVAC EQUIPMENT. ELECTRICAL CONTRACTOR TO INSTALL AND COMPLETE ELECTRICAL CONNECTIONS TO DISCONNECTS AND EQUIPMENT, TYPICAL OF ALL. 2. ALL OUTLET LOCATIONS IN AMMENITY SPACES TO BE COORDINATED WITH INTERIOR DESIGN SHEETS. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 1 3 K P K P 3 3 4 SP SP SP S P SP SP T T K P OS V S SP SP TRASH ROOM 116 / 1E405_R / 1E402_R / 1E404_R / 1E403_R ELEV 2 ELEV 1 1 1 1 1 1 1 2 AL2 AD2 T T T T T T T T EM S1S1 S1 S1 S1 EX1 EX2 S1 S1 EM EX3 EM S1 R R R EX3 EX3 EX3 R R HP-1 P P ACL1 ELECTRIC ROOM 122 CENTRAL STAIR EM AD2 TS FS 3 NORTH STAIR P-GEN 1 E4 E5 AD2 HP-1 44 HP-1 46 HP-1 47 S2 STORAGE 124B MHP 44 AD2 AD2 EM ZONE 5 ZONE 9 ZONE 35 4 EM 5 T T T EM EM HP-1 43 P-GEN 4 R P-GEN 3 P-GEN 4 EM P-GEN 4 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 1ST FLR CORE ENLRGD PLAN -LTG & FA E401_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 FIRST FLOOR CORE ENLARGED PLAN -LIGHTING & FIRE ALARM KEYNOTE LEGEND Key ValueKeynote Text 1ALL LIGHTING WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TO PANEL SCHEDULES. 2PROVIDE SMOKE DETECTORS WITH AUXILIARY CONTACTS AT ALL ELEVATOR LANDINGS. MAKE AUXILIARY CONNECTION BETWEEN DETECTORS AND LDU PANELS AS REQUIRED BY ELEVATOR MANUFACTURER. COORDINATE WITH ELEVATOR EQUIPMENT INSTALLATION. 3PROVIDE FIRE ALARM CONNECTION TO SPRINKLER SYSTEM TAMPER AND FLOW SWITCHES. COORDINATE WITH SPRINKLER CONTRACTOR. 4FIXTURES IN TRASH ROOM SHALL BE SUSPENDED AT 7'-6" AFF. COORDINATE LOCATIONS AND MOUNTING HEIGHTS WITH MECHANICAL EQUIPMENT. 5AT INDICATED LOCATIONS, PROVIDE DUAL OUTPUT OCCUPANCY SENSOR (BOD: CRESTRON GLA-DT-QUATTRO-COM2-24) TO PROVIDE CONTROL OF EXHAUST. COORDINATE WIRING WITH MECHANICAL CONTRACTOR. E401_R GENERAL NOTES 1. STAIR LIGHTING SHALL HAVE INTEGRATED OCCUPANCY SENSOR TO CONTROLINDIVIDUAL FIXTURE. FIXTURES SHALL DIM TO 25% LIGHT OUTPUT AFTER 5 MINUTES OF INACTIVITY. 2. OCCUPANCY SENSOR TO CONTROL ALL HALL OR ROOM LIGHTING. OCCUPANCY"ON-TIME" TO BE 5 MINUTES. UNOCCUPIED LIGHTING LEVELS SHALL BE 20% OF OCCUPIED LEVELS. 3. ALL EXIT SIGNAGE SHALL BE FED FROM CIRCUITS SUPPORTED BY GENERATOR. 4. REFER TO INTERIOR DESIGN REFLECTED CEILING PLANS FOR DIMENSIONEDLOCATIONS OF LIGHT FIXTURES IN AMENTIY SPACES. COORDINATE ALL DEVICE LOCATIONS WITH INTERIOR DESIGN REFLECTED CEILING PLANS AND ELEVATIONS. 5. WHERE LIGHTING IS INDICATED WITH ZONE, REFER TO LIGHTING CONTROLLER ZONING DIAGRAM ON E001. FIXTURES ARE TO BE CONTROLLED BY CENTRALIZED LIGHTING CONTROLLER. 6. CORRIDOR LIGHTING TO BE HARDWIRED TO HIGH/LOW STANDALONE DIMMINGOCCUPANCY CONTROL WITH 0-10V AND/OR PHASE DIMMING CONTROL AS REQUIRED, TIMEOUT AND LOW END OUTPUT TO BE FIELD ADJUSTABLE. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 AA M JJJJ J J J J J EBH-1 / 1E403 / 1E401 1 EAST STAIR 123 HP-1 37 EXIT CORRIDOR 125 2 TELECOM ROOM 118 UTILITY CORRIDOR 117 STORAGE 130 EBH-3 EBH-3 CP1CP2CP3 CT CABINETS CP1 1,3 CP1 18 HP-1 40 HP-1 39,41 EWH-1 MHP 29 MHP 50 3 3 3 3 3 3 3 3 3 MHP 8 MHP 6 4 HP-1 1 4"x4" JUNCTION / PULLBOX REFER TO DWG E101 4"x4" JUNCTION / PULLBOX REFER TO DWG E101 5 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 1ST FL EAST ENLRGD PLAN -PWR & DATA E402 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 FIRST FLOOR EAST ENLARGED PLAN -POWER & DATA KEYNOTE LEGEND Key ValueKeynote Text 1ALL RECEPTACLES WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TO PANEL SCHEDULES. 2PROVIDE 3/4" PAINTED PLYWOOD BACK BOARD FOR TELECOM SERVICE HEAD END EQUIPMENT. ALL BACKBONE CABLING TO DATA RACKS IN TELECOM ROOMS SHALL BE BROUGHT BACK TO THIS LOCATION. 3PROVIDE CONNECTION TO HEAT TRACE TO DVW AND PRIMARY STORM RISERS IN GARAGE. COORDINATE WITH PLUMBING CONTRACTOR. 4REFER TO CIVIL DRAWINGS FOR CONDUIT PATHING FOR MAIN SERVICE AND TELECOMMUNICATIONS. 5PROVIDE FIBEROPTIC BACKBONE FOR 10GB ETHERNET SWITCH. E402 GENERAL NOTES 1. MECHANICAL CONTRACTOR TO FURNISH AC DISCONNECT FOR ALL HVAC EQUIPMENT. ELECTRICAL CONTRACTOR TO INSTALL AND COMPLETE ELECTRICAL CONNECTIONS TO DISCONNECTS AND EQUIPMENT, TYPICAL OF ALL. 2. ALL OUTLET LOCATIONS IN AMMENITY SPACES TO BE COORDINATED WITH INTERIOR DESIGN SHEETS. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 1 1 4 SPSP SP SP S PS P S P SP SP V S V S / 1E401_R / 1E403_R 1 1 1 T T T T T T T T T T T T EMEM EM S1 S1 S1 EM S1S1 EX3 RRR S1 R R R EX3EXIT CORRIDOR 125 EAST STAIR 123 STORAGE 123B STORAGE 130 P-GEN 2 R S1 TELECOM ROOM 118 UTILITY CORRIDOR 117 P-GEN 5 MHP 44 EM S2 MHP 44 P-GEN 4 T TT TT EMEM P-GEN 4 HP-1 43 P-GEN 4 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 1ST FL EAST ENLRGD PLAN -LTG & FA E402_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 FIRST FLOOR EAST ENLARGED PLAN -LIGHTING & FIRE ALARM KEYNOTE LEGEND Key ValueKeynote Text 1ALL LIGHTING WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TO PANEL SCHEDULES. E402_R GENERAL NOTES 1. STAIR LIGHTING SHALL HAVE INTEGRATED OCCUPANCY SENSOR TO CONTROLINDIVIDUAL FIXTURE. FIXTURES SHALL DIM TO 25% LIGHT OUTPUT AFTER 5 MINUTES OF INACTIVITY. 2. OCCUPANCY SENSOR TO CONTROL ALL HALL OR ROOM LIGHTING. OCCUPANCY"ON-TIME" TO BE 5 MINUTES. UNOCCUPIED LIGHTING LEVELS SHALL BE 20% OF OCCUPIED LEVELS. 3. ALL EXIT SIGNAGE SHALL BE FED FROM CIRCUITS SUPPORTED BY GENERATOR. 4. REFER TO INTERIOR DESIGN REFLECTED CEILING PLANS FOR DIMENSIONEDLOCATIONS OF LIGHT FIXTURES IN AMENTIY SPACES. COORDINATE ALL DEVICE LOCATIONS WITH INTERIOR DESIGN REFLECTED CEILING PLANS AND ELEVATIONS. 5. CORRIDOR LIGHTING TO BE HARDWIRED TO HIGH/LOW STANDALONE DIMMINGOCCUPANCY CONTROL WITH 0-10V AND/OR PHASE DIMMING CONTROL AS REQUIRED, TIMEOUT AND LOW END OUTPUT TO BE FIELD ADJUSTABLE. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 G G G A A AA G W G W G W DO DO P P CR CRCRCR CR TV 4 ELEV 1 ELEV 2 FC-7 FC-9 RA 1 2 2 3 3 EBH-1 EBH-1 EBH-3 / 1E402 / 1 E401 / 1E404 COMMERCIAL TENANT SPACE 119 CENTRAL STAIR 4 ECP VESTIBULE 100 LOBBY 101 WATER SERVICE ROOM 105 LEASING OFFICE 104 HP-1 23 HP-1 28 HP-1 33 HP-1 34 HP-1 32HP-1 35 HP-1 36 5 HP-1 24 TELECOM ROOM 118 6 SP-1 SP-1 UTILITY CORRIDOR 117 FC-4 MHP 17,19 MHP 17,19 7EBH-2 EBH-3EBH-3EBH-3 EBH-3 EBH-3 EBH-3 EBH-3 EBH-3 CP1CP2CP3 CT CABINETS CP1 1,3 CP1 2,4 CP1 5,7 CP1 6,8 CP1 9,11 CP1 10,12 CP1 13,15 CP1 14,16 CP1 17,19 CP1 18 CP1 20 HP-1 40 HP-1 40 HP-1 39,41 HP-1 39,41 HP-1 42 EDH-4 MHP 39,41 8 8 MHP 18,20 MHP 50 HP-1 50 9 10 HP-1 3 P-GEN 24 11 12 13 1 1 1141414 1 1 1 14 1 15 HP-1 3016 15 17 1 HP-1 61 1 18 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 1ST FL SOUTH ENLRGD PLAN -PWR & DATA E403 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 FIRST FLOOR SOUTH ENLARGED PLAN -POWER & DATA KEYNOTE LEGEND Key ValueKeynote Text 1CONFIRM RECESSED LOCATIONS AND FINISHES OF ALL EQUIPMENT/DEVICES ON THIS WALL W/ID&ARCH, PRIOR TO INSTALLATION. NOTE 48" IS MAX HEIGHT TO ANY OPERABLE PARTS/CONTROLS. 2PROVIDE CONVENIENCE RECEPTACLE IN ELEVATOR PIT FOR ELEVATOR SERVICING, PER NEC 620.24(C). 3PROVIDE GFCI BREAKER FOR SUMP PUMP RECEPTACLE CIRCUIT. COORDINATE RECEPTACLE LOCATION WITH PLUMBING CONTRACTOR AND SUMP PUMP INSTALLATION. 4ALL RECEPTACLES WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TO PANEL SCHEDULES. 5PROVIDE 3/4" PAINTED PLYWOOD BACK BOARD FOR TELECOM SERVICE HEAD END EQUIPMENT. ALL BACKBONE CABLING TO DATA RACKS IN TELECOM ROOMS SHALL BE BROUGHT BACK TO THIS LOCATION. 6PROVIDE DISCONNECT, WIRING, AND CONNECTION TO COMPRESSOR FOR DRY SPRINKLER SYSTEM. COORDINATE ELECTRICAL REQUIREMENTS AND LOCATION WITH SPRINKLER CONTRACTOR. 7PROVIDE EMERGENCY COMMUNICATIONS SYSTEM TO ALLOW COMMUNICATION BETWEEN EMERGENCY COMMUNICATIONS PANEL (ECP) LOCATED ADJACENT TO FIRE ALARM PANEL IN LOBBY, AND EMERGENCY CALL STATIONS AND SIGNS (EC) LOCATED ADJACENT TO ELEVATOR CALL BUTTONS ON ALL FLOORS. SYSTEM SHALL BE AS MANUFACTURED BY RATH COMMUNICATIONS AREA OF REFUGE SYSTEMS. SYSTEM SHALL CONSIST OF MAIN PANEL #2500-205FM (PAINTED BLACK), CALL BOX #2100-958NSR, POWER SUPPLY #2500-PWR24, SIGN#7078, AND ALL MISCELLANEOUS HARDWARE AND WIRING TO MAKE A COMPLETE SYSTEM. 8COORDINATE ALL DOOR OPERATOR BUTTONS WITH ARCHITECT AND BUILDING OWNER. ELECTRICAL CONTRACTOR TO PROVIDE ALL PATHWAYS AND WIRING BETWEEN DOOR OPERATOR AND ASSOCIATED HARDWARE. 9REFER TO CIVIL DRAWINGS FOR CONDUIT PATHING FOR MAIN SERVICE AND TELECOMMUNICATIONS. 10PROVIDE CRESTRON LIGHTING CONTROLLER. SYSTEM SHALL BE COMPRISED OF GLCAEN-FT-120-LV8-LV8-LV8-DIMU8-DIMU8 SYSTEM, GLS-SIM INTEGRATION MODULES, GLNET-CN CONTROL PROCESSOR, KEY PADS, TSW-770-W-S TOUCH SCREEN, AND OCCUPANCY SENSORS AS SHOWN ON DRAWINGS. CONTROLLER SHALL PROVIDE COVERAGE OF ALL AREAS OF FIRST FLOOR, WITH THE EXCEPTION OF BATHROOMS, COMMERCIAL TENANT SPACE, PARKING, WATER SERVICE ROOM, AND UTILITY SPACES. 11PROVIDE APC UPS, 600VA UPS BATTERY BACK-UP & SURGE PROTECTION, BE600M1 BATTERY POWER SUPPLY OR EQUAL, COORDINATE EXACT LOCATION WITH OWNER PRIOR TO INSTALLATION. 12PROVIDE TOUCH SCREEN / INTERCOM SYSTEM, BUTTERFLYMX, 11.6" RECESSED INTERCOM, CARD READER, 24VDC, OR APPROVED EQUAL. PROVIDE DATA CONNECTION TO ACCESS CONTROL SYSTEM AND ETHERNET SWITCH ACCORDING TO MANUFACTURERS RECOMMENDATION. PROVIDE REMOTE BUTTERFLYMX RELAY FOR DOOR STRIKE RELEASE CONTROL. 13PROVIDE ALL INTERCONNECTION BETWEEN ACCESS CONTROL SYSTEM, CARD READER, DOOR LOCKING HARDWARE AND ADA DOOR CONTROLS ACCORDING TO MANUFACTURERS RECOMMENDATIONS . 14PROVIDE STANDARD CARD READER, REFER TO ACCESS CONTROL, SPECIFICATION SECTION 087100, PROVIDE DATA CONNECTION AND CABLING BACK TO ACCESS CONTROLS AND ETHERNET SWITCH. COORDINATE ACCESS CONTROL PANEL WITH ARCHITECTURAL DRAWINGS. 15COORDINATE MOUNTING HEIGHT OF DATA JACK FOR TV WITH OWNER. 16PROVIDE REMOTE BUTTERFLYMX RELAY, DATA CABLING AND CONNECTION FOR ELEVATOR LOCK SYSTEM FROM BUTTERFLYMX PANEL VIA ACCESS CONTROLS. INSTALL WIRING ACCORDING TO MANUFACTURERS RECOMMENDATION. 17COORDINATE MOUNTING HEIGHT OF POWER & CABLE RECEPTACLES FOR TV WITH OWNER. 18PROVIDE FIBEROPTIC BACKBONE FOR 10GB ETHERNET SWITCH. E403 GENERAL NOTES 1. MECHANICAL CONTRACTOR TO FURNISH AC DISCONNECT FOR ALL HVAC EQUIPMENT. ELECTRICAL CONTRACTOR TO INSTALL AND COMPLETE ELECTRICAL CONNECTIONS TO DISCONNECTS AND EQUIPMENT, TYPICAL OF ALL. 2. ALL OUTLET LOCATIONS IN AMMENITY SPACES TO BE COORDINATED WITH INTERIOR DESIGN SHEETS. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 1 3 3 3 4 S P S P S P SP SP SP SPSP SP SP SPSP SP S P SP T K P J RA 1 TS FS / 1E402_R / 1E404_R ELEV 2 ELEV 1 / 1E401_R 2 2 2 3 WATER SERVICE ROOM 105 AD2 AD2 4 AD2 AD2 AD2 AD2 AD2 EM EM EM EM EM EX1 S1 S1 EX2 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 EMEMEM EM EX3 EX3 EX3 EX3 EMEM S1S1S1 R R P AP4B AP4A AP4C ACL1 COMMERCIAL TENANT SPACE 119 LEASING OFFICE 104 AF1 AF1 AF1 CENTRAL STAIR TS FS 4 E1E1E1E1E1E1 AD2 HP-1 44 HP-1 47 5 UTILITY CORRIDOR 117 CP1 21 EM HP-1 49 6 ACL2 AD2 AD2 E3E3E3 E3 ZONE 9 ZONE 10 ZONE 11 ZONE 31 ZONE 36 ZONE 36 HP-1 48 7 R P-GEN 3 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 1ST FL SOUTH ENLRGD PLAN -LTG & FA E403_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 FIRST FLOOR SOUTH ENLARGED PLAN -LIGHTING & FIRE ALARM KEYNOTE LEGEND Key ValueKeynote Text 1PROVIDE WEATHERPROOF HORN-STROBE ON BUILDING EXTERIOR. COORDINATE LOCATION WITH LOCAL FIRE DEPARTMENT REQUIREMENTS. 2ALL LIGHTING WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TO PANEL SCHEDULES. 3PROVIDE SMOKE DETECTORS WITH AUXILIARY CONTACTS AT ALL ELEVATOR LANDINGS. MAKE AUXILIARY CONNECTION BETWEEN DETECTORS AND LDU PANELS AS REQUIRED BY ELEVATOR MANUFACTURER. COORDINATE WITH ELEVATOR EQUIPMENT INSTALLATION. 4PROVIDE FIRE ALARM CONNECTION TO SPRINKLER SYSTEM TAMPER AND FLOW SWITCHES. COORDINATE WITH SPRINKLER CONTRACTOR. 5PROVIDE CRESTRON LIGHTING CONTROLLER. SYSTEM SHALL BE COMPRISED OF GLCAEN-FT-120-LV8-LV8-LV8-DIMU8-DIMU8 SYSTEM, GLS-SIM INTEGRATION MODULES, GLNET-CN CONTROL PROCESSOR, KEY PADS, TSW-770-W-S TOUCH SCREEN, AND OCCUPANCY SENSORS AS SHOWN ON DRAWINGS. CONTROLLER SHALL PROVIDE COVERAGE OF ALL AREAS OF FIRST FLOOR, WITH THE EXCEPTION OF BATHROOMS, COMMERCIAL TENANT SPACE, PARKING, WATER SERVICE ROOM, AND UTILITY SPACES. 6PROVIDE CONNECTION TO BUILDING SIGNAGE ILLUMINATION ON SOUTHERN EXTERIOR AND CANOPY. REFER TO ARCHITECTURAL DRAWINGS FOR DETAILS. COORDINATE ELECTRICAL CONNECTION TYPE AND LOAD WITH SUBMITTED PRODUCT. PROVIDE ELECTRONIC TIMER TO CONTROL OPERATION. 7AT INDICATED LOCATIONS, PROVIDE DUAL OUTPUT OCCUPANCY SENSOR (BOD: CRESTRON GLA-DT-QUATTRO-COM2-24) TO PROVIDE CONTROL OF EXHAUST. COORDINATE WIRING WITH MECHANICAL CONTRACTOR. E403_R GENERAL NOTES 1. STAIR LIGHTING SHALL HAVE INTEGRATED OCCUPANCY SENSOR TO CONTROLINDIVIDUAL FIXTURE. FIXTURES SHALL DIM TO 25% LIGHT OUTPUT AFTER 5 MINUTES OF INACTIVITY. 2. OCCUPANCY SENSOR TO CONTROL ALL HALL OR ROOM LIGHTING. OCCUPANCY"ON-TIME" TO BE 5 MINUTES. UNOCCUPIED LIGHTING LEVELS SHALL BE 20% OF OCCUPIED LEVELS. 3. ALL EXIT SIGNAGE SHALL BE FED FROM CIRCUITS SUPPORTED BY GENERATOR. 4. REFER TO INTERIOR DESIGN REFLECTED CEILING PLANS FOR DIMENSIONEDLOCATIONS OF LIGHT FIXTURES IN AMENTIY SPACES. COORDINATE ALL DEVICE LOCATIONS WITH INTERIOR DESIGN REFLECTED CEILING PLANS AND ELEVATIONS. 5. WHERE LIGHTING IS INDICATED WITH ZONE, REFER TO LIGHTING CONTROLLER ZONING DIAGRAM ON E001. FIXTURES ARE TO BE CONTROLLED BY CENTRALIZED LIGHTING CONTROLLER. 6. CORRIDOR LIGHTING TO BE HARDWIRED TO HIGH/LOW STANDALONE DIMMINGOCCUPANCY CONTROL WITH 0-10V AND/OR PHASE DIMMING CONTROL AS REQUIRED, TIMEOUT AND LOW END OUTPUT TO BE FIELD ADJUSTABLE. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET G W G W G A G W G A G A A A G A G A J J G J J J G G A TV A A TVTV G G G G W G W G W G A G W G G G A A J J P DO A DO DO P P SS CR CR 1 CR CR 1 1 11 AC 1 1 1 1 1 AC AC TV 4 AC TRASH ROOM 116 BICYCLE ROOM 115 ELEV 1 ELEV 2 PACKAGE ROOM 102 RESIDENT LOUNGE 107 YOGA STUDIO 109 PET RELIEF AREA 111 PET SPA 110 RESTROOM 112 RESTROOM 113 ERV-7ERV-6 FC-7 FC-6 FC-5 ERV-5 FC-9 1 1 2 2 3 3 4 5 5 6 RA 7 5 55 5 8 8 9 9 EBH-1 / 1E401 CENTRAL STAIR ELEVATOR LOBBY 106 / 1E403 10 ECP VESTIBULE 100 LOBBY 101 MAIL ROOM 103 FITNESS CENTER 108 WATER SERVICE ROOM 105 LEASING OFFICE 104 P-GYM HP-1 P-GYM 14 P-GYM 12 P-GYM 11 P-GYM 10 P-GYM 9 P-GYM 8 P-GYM 7 P-GYM 6 P-GYM 5 P-GYM 4 P-GYM 3 P-GYM 2 P-GYM 1 HP-1 26 HP-1 23 HP-1 25 P-GYM 13 HP-1 23 HP-1 28 HP-1 9 HP-1 4 HP-1 7 HP-1 21 HP-1 10 HP-1 12 HP-1 22 HP-1 13 HP-1 20 HP-1 12 HP-1 15,17 HP-1 14 HP-1 16,18 HP-1 19 HP-1 33 HP-1 34 HP-1 32HP-1 35 HP-1 36 HP-1 28 HP-1 23 HP-1 6 HP-1 24 HP-1 27 11 SP-1 SP-1 P-GYM 14 12 12 HP-1 10 MHP 1 HP-1 2 HP-1 23 HP-1 29 HP-1 5 HP-1 8 13 13 ERV-8 FC-4 FC-4 MHP 10,12MHP 13,15 MHP 14,16 14 14 MHP 17,19 MHP 17,19 MHP 21,23 MHP 22,24,26 MHP 25 HP-1 6 15 12" AFF 12" AFF HP-1 10 HP-1 11 HP-1 11 HP-1 31 EDH-1 HP-1 42 EDH-2 EDH-2 EDH-2 EDH-4 EDH-3 EDH-4 MHP 31,33 MHP 32,34 MHP 35,37 MHP 36,38 MHP 39,41 MHP 40,42 MHP 43,45 MHP 17,19 MHP 17,19 16 16 16 HP-1 50 MHP 18,20 HP-1 50 17 18 1 1 HP-1 3 1 1 P-GEN 24 19 20 21 22 21 1 1 1 1 1 22 22 1 23 24 24 25 25 HP-1 30 HP-1 30 26 1 1 1 1 1 1 1 1 1 25 1 23 1 23 1 HP-1 30 HP-1 30 HP-1 30 27 25 5 1 HP-1 61 1 23 1 HP-1 30 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 1ST FL WEST ENLRGD PLAN -PWR & DATA E404 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 FIRST FLOOR WEST ENLARGED PLAN -POWER & DATA KEYNOTE LEGEND Key ValueKeynote Text 1PROVIDE GFI CIRCUIT FOR BOTTLE FILLER. COORDINATE LOCATION OF J-BOX FOR HARDWIRE CONNECTION WITH PLUMBING CONTRACTOR. PROVIDE HARDWIRE CONNECTION TO REMOTE CHILLER. COORDINATE CONNECTION WITH PLUMBING CONTRACTOR. 2CONTRACTOR SHALL FURNISH AND INSTALL UNDER-SINK RECEPTACLE FOR CORD CONNECTED GARBAGE DISPOSAL/DISHWASHER. SWITCH LOCATED ABOVE COUNTER SHALL CONTROL LOWER PORTION OF RECEPTACLE. 3PROVIDE SEPARATE HARDWIRE CONNECTIONS TO BUILT-IN STOVE AND OVEN. COORDINATE J-BOX LOCATION AND CIRCUIT PATHING WITH CABINETRY INSTALLATION. 4PROVIDE HARDWIRE ELECTRICAL CONNECTION TO VENTHOOD. COORDINATE WITH HOOD INSTALLATION. 5COORDINATE MOUNTING HEIGHT OF POWER & CABLE RECEPTACLES FOR TV WITH OWNER. 6CONFIRM FINAL LOCATION OF OUTLETS BEHIND COFFEE STATION W/ ID & OWNER. 7CONFIRM RECESSED LOCATIONS AND FINISHES OF ALL EQUIPMENT/DEVICES ON THIS WALL W/ID&ARCH, PRIOR TO INSTALLATION. NOTE 48" IS MAX HEIGHT TO ANY OPERABLE PARTS/CONTROLS. 8PROVIDE CONVENIENCE RECEPTACLE IN ELEVATOR PIT FOR ELEVATOR SERVICING, PER NEC 620.24(C). 9PROVIDE GFCI BREAKER FOR SUMP PUMP RECEPTACLE CIRCUIT. COORDINATE RECEPTACLE LOCATION WITH PLUMBING CONTRACTOR AND SUMP PUMP INSTALLATION. 10ALL RECEPTACLES WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TO PANEL SCHEDULES. 11PROVIDE DISCONNECT, WIRING, AND CONNECTION TO COMPRESSOR FOR DRY SPRINKLER SYSTEM. COORDINATE ELECTRICAL REQUIREMENTS AND LOCATION WITH SPRINKLER CONTRACTOR. 12PROVIDE HARDWIRE CONNECTION TO FIREPLACE. PROVIDE MAIN SWITCH AS SHOWN TO CONTROL OPERATION. COORDINATE ROUTING OF CIRCUIT WITH OTHER TRADES. 13REFER TO SHEET ID704 FOR RECEPTACLE MOUNTING IN CABINETRY IN RESIDENT LOUNGE KITCHEN. 14FAN COIL IS POWERED DIRECTLY FROM OUTDOOR CONDENSING UNIT. WIRING BY MECHANICAL CONTRACTOR. 15PROVIDE EMERGENCY COMMUNICATIONS SYSTEM TO ALLOW COMMUNICATION BETWEEN EMERGENCY COMMUNICATIONS PANEL (ECP) LOCATED ADJACENT TO FIRE ALARM PANEL IN LOBBY, AND EMERGENCY CALL STATIONS AND SIGNS (EC) LOCATED ADJACENT TO ELEVATOR CALL BUTTONS ON ALL FLOORS. SYSTEM SHALL BE AS MANUFACTURED BY RATH COMMUNICATIONS AREA OF REFUGE SYSTEMS. SYSTEM SHALL CONSIST OF MAIN PANEL #2500-205FM (PAINTED BLACK), CALL BOX #2100-958NSR, POWER SUPPLY #2500-PWR24, SIGN#7078, AND ALL MISCELLANEOUS HARDWARE AND WIRING TO MAKE A COMPLETE SYSTEM. 16COORDINATE ALL DOOR OPERATOR BUTTONS WITH ARCHITECT AND BUILDING OWNER. ELECTRICAL CONTRACTOR TO PROVIDE ALL PATHWAYS AND WIRING BETWEEN DOOR OPERATOR AND ASSOCIATED HARDWARE. 17PROVIDE CRESTRON LIGHTING CONTROLLER. SYSTEM SHALL BE COMPRISED OF GLCAEN-FT-120-LV8-LV8-LV8-DIMU8-DIMU 8 SYSTEM, GLS-SIM INTEGRATION MODULES, GLNET-CN CONTROL PROCESSOR, KEY PADS, TSW-770-W-S TOUCH SCREEN, AND OCCUPANCY SENSORS AS SHOWN ON DRAWINGS. CONTROLLER SHALL PROVIDE COVERAGE OF ALL AREAS OF FIRST FLOOR, WITH THE EXCEPTION OF BATHROOMS, COMMERCIAL TENANT SPACE, PARKING, WATER SERVICE ROOM, AND UTILITY SPACES. 18PROVIDE 60A, 208V, 3 PHASE, FUSED DISCONNECT, NEMA 4 RATED ENCLOSURE TO SERVE TRASH COMPACTOR. PROVIDE FUSES ACCORDING TO TRASH COMPACTOR RECOMMENDATIONS. 19PROVIDE APC UPS, 600VA UPS BATTERY BACK-UP & SURGE PROTECTION, BE600M1 BATTERY POWER SUPPLY OR EQUAL, COORDINATE EXACT LOCATION WITH OWNER PRIOR TO INSTALLATION. 20PROVIDE TOUCH SCREEN / INTERCOM SYSTEM, BUTTERFLYMX, 11.6" RECESSED INTERCOM, CARD READER, 24VDC, OR APPROVED EQUAL. PROVIDE DATA CONNECTION TO ACCESS CONTROL SYSTEM AND ETHERNET SWITCH ACCORDING TO MANUFACTURERS RECOMMENDATION. PROVIDE REMOTE BUTTERFLYMX RELAY FOR DOOR STRIKE RELEASE CONTROL. 21PROVIDE ALL INTERCONNECTION BETWEEN ACCESS CONTROL SYSTEM, CARD READER, DOOR LOCKING HARDWARE AND ADA DOOR CONTROLS ACCORDING TO MANUFACTURERS RECOMMENDATIONS . 22PROVIDE STANDARD CARD READER, REFER TO ACCESS CONTROL, SPECIFICATION SECTION 087100, PROVIDE DATA CONNECTION AND CABLING BACK TO ACCESS CONTROLS AND ETHERNET SWITCH. COORDINATE ACCESS CONTROL PANEL WITH ARCHITECTURAL DRAWINGS. 23PROVIDE DATA CABLING FOR CONNECTION TO WIFI ABOVE CEILING. PROVIDE EXTRA 15' CABLE COILED UP ABOVE CEILING, PROVIDE DUPLEX RECEPTACLE MOUNTED TO STRUCTURE ABOVE CEILING AND CIRCUITING AS SHOWN. 24TYPICAL, PROVIDE CAT 6 DATA FEMALE TO FEMALE WALL PLATE AND CABLE CONNECTION IN SINGLE GANG DEVICE. ROUTE CAT6 CABLE BACK TO NEAREST ETHERNET SWITCH. 25COORDINATE MOUNTING HEIGHT OF DATA JACK FOR TV WITH OWNER. 26PROVIDE WIRELESS ACCESS POINT DATA JACK AND RECEPTACLE IN UPPER CABINET. 27PROVIDE REMOTE BUTTERFLYMX RELAY, DATA CABLING AND CONNECTION FOR ELEVATOR LOCK SYSTEM FROM BUTTERFLYMX PANEL VIA ACCESS CONTROLS. INSTALL WIRING ACCORDING TO MANUFACTURERS RECOMMENDATION. E404 GENERAL NOTES 1. MECHANICAL CONTRACTOR TO FURNISH AC DISCONNECT FOR ALL HVAC EQUIPMENT. ELECTRICAL CONTRACTOR TO INSTALL AND COMPLETE ELECTRICAL CONNECTIONS TO DISCONNECTS AND EQUIPMENT, TYPICAL OF ALL. 2. CONTRACTOR SHALL COORDINATE ALL ELECTRICAL RECEPTACLES, LIGHTING, SIGNAGE, AND FIRE ALARM DEVICES WITH ID DRAWINGS PRIOR TO INSTALLATION. REPRESENTATION OF DEVICES ON WALLS ARE SCHEMATIC. FINAL LOCATIONAND MOUNTING HEIGHTS SHALL BE PER ID DRAWINGS. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 1 O S O S K P K P K P K P K P K P 3 S PS P S P S P S P S P H R S P S P S P S P SP SP SP S P S P S P SP T T K P K P K P K P K P K P K P K P OS O S J J YOGA STUDIO 109 PET RELIEF AREA 111BICYCLE ROOM 115 TRASH ROOM 116 ELEVATOR LOBBY 106 MAIL ROOM 103 RA 1 TS FS / 1E401_R / 1E403_R ELEV 2 ELEV 1 / 1E401_R 2 2 2 3 AF2 AP2 AP2 WATER SERVICE ROOM 105 AF2 AF2 AF2AF2 AF2 AF2 AF2 AF4 AF4 AF3 AF3 AF3 AF4 AF4 AF3 AF3 AF4AF4 AF4 AF3 AF4 AL1 AL1 AL1 AL1 AL1 AW2 AL4 AL4 AL4 AL4 AL4 AA1AA1 ALP2ALP2 AA1AA1AA1 AD2 AD2 AP3 AD1 AD1AD1 AF5AF5AF5 AD2 AD2 4 AL4 AL2 AL2AL2 AL2 AL2 AD2 AD2 AD2 AD2 AD2 T EM EM EM EM EM EM EM EM EM EM EM EM S1 S1 EM EX1 EX1 EX1 S1 S1 EX1 S1S1 S1 S1 S1 EX1 EX2 S1 EX3 R R HP-1 P-GYM 5 P P ALP1 EM EM EM EM Crestron touch screen controller EM EM EM AP4B AP4A AP4C AP4B AP4A AP4C AD1 AD1 AD4 AD4 ACL1 AL3 AL3 AL3 AL3 AL3AL3 AL3 RESIDENT LOUNGE 107 LEASING OFFICE 104 FITNESS CENTER 108 PACKAGE ROOM 102 ACL2 ACL2 AP1A AP1B AP1AAP1A AP1B AF1 AF1 AF1 CENTRAL STAIR AD2 AL5 AL5 AL5 AL5 TS FS 4 AW1 AW1 AW1 AW1 E1 E1 E1 E1 E1E1E1E1 E1 AD3 AD3 AD3 AD3 AL4 ALR1 AL4 AL4 AD2 AD4 AL4 RESTROOM 112 RESTROOM 113 PET SPA 110 HP-1 45 HP-1 46 HP-1 47 6 HP-1 49 HP-1 49 7 7 ACL2 AD5AD5AD5 AD5 AD5 AD5 AD5 AD5 AD5 AD5AD5 AD5 AD5 AD2 AD2 EM E3E3E3 E3 AD5 AD5 ZONE 1 ZONE 2 ZONE 3 ZONE 4 ZONE 5 ZONE 6 ZONE 7 ZONE 8 ZONE 8 ZONE 9 ZONE 9 ZONE 10 ZONE 11 ZONE 12 ZONE 13 ZONE 14 (BOTH INSTANCES OF AL4) ZONE 15 ZONE 16 ZONE 17 ZONE 18 ZONE 19 ZONE 20 ZONE 21 (ALL INSTANCES OF AL4 ON THIS WALL) NOTE: REFER TO SHEET ID603 FOR NUMBER AND ARRANGEMENT OF AL4 FIXTURES ON THIS WALL NOTE: REFER TO SHEET ID600 FOR NUMBER AND ARRANGEMENT OF AL4 AND ALR1 FIXTURES ON THIS WALL ZONE 22 ZONE 23 ZONE 24 ZONE 25 ZONE 26 ZONE 27 ZONE 28 ZONE 29 ZONE 30 ZONE 31 ZONE 32 ZONE 33 ZONE 34 ZONE 35 ZONE 36 ZONE 36 ZONE 36 8 9 HP-1 48 EM EM EM EM HP-1 48 10 10 10 10 1010 10 10 10 10 10 10 1010 R P-GEN 3 P-GEN 4 EM AP2 1 1 1 1 11 1 1 1 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 1ST FL WEST ENLRGD PLAN -LTG & FA E404_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 FIRST FLOOR WEST ENLARGED PLAN -LIGHTING & FIRE ALARM KEYNOTE LEGEND Key ValueKeynote Text 1PROVIDE WEATHERPROOF HORN-STROBE ON BUILDING EXTERIOR. COORDINATE LOCATION WITH LOCAL FIRE DEPARTMENT REQUIREMENTS. 2ALL LIGHTING WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TO PANEL SCHEDULES. 3PROVIDE SMOKE DETECTORS WITH AUXILIARY CONTACTS AT ALL ELEVATOR LANDINGS. MAKE AUXILIARY CONNECTION BETWEEN DETECTORS AND LDU PANELS AS REQUIRED BY ELEVATOR MANUFACTURER. COORDINATE WITH ELEVATOR EQUIPMENT INSTALLATION. 4PROVIDE FIRE ALARM CONNECTION TO SPRINKLER SYSTEM TAMPER AND FLOW SWITCHES. COORDINATE WITH SPRINKLER CONTRACTOR. 5PROVIDE LIGHTING CONTACTOR TO CONTROL RESIDENTIAL LIGHTING ON FIRST FLOOR. CONTACTOR SHALL INCORPORATE OCCUPANCY SENSORS AND PROVIDE INDIVIDUAL CONTROLS FOR LIGHT FIXTURES IN ALL ROOMS. LOCATE CONTACTOR AND PROVIDE USER CONTROL PANEL IN PACKAGE ROOM. 6PROVIDE CRESTRON LIGHTING CONTROLLER. SYSTEM SHALL BE COMPRISED OF GLCAEN-FT-120-LV8-LV8-LV8-DIMU8-DIMU8 SYSTEM, GLS-SIM INTEGRATION MODULES, GLNET-CN CONTROL PROCESSOR, KEY PADS, TSW-770-W-S TOUCH SCREEN, AND OCCUPANCY SENSORS AS SHOWN ON DRAWINGS. CONTROLLER SHALL PROVIDE COVERAGE OF ALL AREAS OF FIRST FLOOR, WITH THE EXCEPTION OF BATHROOMS, COMMERCIAL TENANT SPACE, PARKING, WATER SERVICE ROOM, AND UTILITY SPACES. 7PROVIDE CONNECTION TO BUILDING SIGNAGE ILLUMINATION ON SOUTHERN EXTERIOR AND CANOPY. REFER TO ARCHITECTURAL DRAWINGS FOR DETAILS. COORDINATE ELECTRICAL CONNECTION TYPE AND LOAD WITH SUBMITTED PRODUCT. PROVIDE ELECTRONIC TIMER TO CONTROL OPERATION. 8FIXTURES IN TRASH ROOM SHALL BE SUSPENDED AT 7'-6" AFF. COORDINATE LOCATIONS AND MOUNTING HEIGHTS WITH MECHANICAL EQUIPMENT. 9FIXTURES IN BIKE ROOM SHALL BE SUSPENDED AT 8'-0" AFF. COORDINATE LOCATIONS AND MOUNTING HEIGHTS WITH MECHANICAL EQUIPMENT. 10AT INDICATED LOCATIONS, PROVIDE DUAL OUTPUT OCCUPANCY SENSOR (BOD: CRESTRON GLA-DT-QUATTRO-COM2-24) TO PROVIDE CONTROL OF EXHAUST. COORDINATE WIRING WITH MECHANICAL CONTRACTOR. E404_R GENERAL NOTES 1. STAIR LIGHTING SHALL HAVE INTEGRATED OCCUPANCY SENSOR TO CONTROLINDIVIDUAL FIXTURE. FIXTURES SHALL DIM TO 25% LIGHT OUTPUT AFTER 5 MINUTES OF INACTIVITY. 2. OCCUPANCY SENSOR TO CONTROL ALL HALL OR ROOM LIGHTING. OCCUPANCY"ON-TIME" TO BE 5 MINUTES. UNOCCUPIED LIGHTING LEVELS SHALL BE 20% OF OCCUPIED LEVELS. 3. ALL EXIT SIGNAGE SHALL BE FED FROM CIRCUITS SUPPORTED BY GENERATOR. 4. REFER TO INTERIOR DESIGN REFLECTED CEILING PLANS FOR DIMENSIONEDLOCATIONS OF LIGHT FIXTURES IN AMENITY SPACES. COORDINATE ALL DEVICE LOCATIONS WITH INTERIOR DESIGN REFLECTED CEILING PLANS AND ELEVATIONS. 5. WHERE LIGHTING IS INDICATED WITH ZONE, REFER TO LIGHTING CONTROLLER ZONING DIAGRAM ON E001. FIXTURES ARE TO BE CONTROLLED BY CENTRALIZED LIGHTING CONTROLLER. 6. CONTRACTOR SHALL COORDINATE ALL ELECTRICAL RECEPTACLES, LIGHTING, SIGNAGE, AND FIRE ALARM DEVICES WITH ID DRAWINGS PRIOR TO INSTALLATION. REPRESENTATION OF DEVICES ON WALLS ARE SCHEMATIC. FINAL LOCATIONAND MOUNTING HEIGHTS SHALL BE PER ID DRAWINGS. 7. CORRIDOR LIGHTING TO BE HARDWIRED TO HIGH/LOW STANDALONE DIMMINGOCCUPANCY CONTROL WITH 0-10V AND/OR PHASE DIMMING CONTROL AS REQUIRED, TIMEOUT AND LOW END OUTPUT TO BE FIELD ADJUSTABLE. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 J J J J JJ J / 1E401 1 HP-1 38 NORTH STAIR REFER TO E101 FOR GENERATOR MHP 27 2 EWH-1 MHP 30 MHP 46 2 3 33 3 3 MHP 2 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 1ST FL NORTH ENLRGD PLAN -PWR & DATA E405 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 FIRST FLOOR NORTH ENLARGED PLAN -POWER & DATA KEYNOTE LEGEND Key ValueKeynote Text 1ALL RECEPTACLES WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TO PANEL SCHEDULES. 2PROVIDE CONDUIT AND WIRES FOR DATA AND POWER CONNECTION TO LIFT GATE. ROUTE CONDUIT UNDERSLAB TO GATE. COORDINATE CONDUIT ROUTING WITH OTHER SITE WORK. 3PROVIDE CONNECTION TO HEAT TRACE TO DVW AND PRIMARY STORM RISERS IN GARAGE. COORDINATE WITH PLUMBING CONTRACTOR. E405 GENERAL NOTES 1. MECHANICAL CONTRACTOR TO FURNISH AC DISCONNECT FOR ALL HVAC EQUIPMENT. ELECTRICAL CONTRACTOR TO INSTALL AND COMPLETE ELECTRICAL CONNECTIONS TO DISCONNECTS AND EQUIPMENT, TYPICAL OF ALL. 2. ALL OUTLET LOCATIONS IN AMMENITY SPACES TO BE COORDINATED WITH INTERIOR DESIGN SHEETS. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 1 1 V S SP SP / 1E401_R 1 1 1 T T T T TT T T EM EM EM R R R EX3 NORTH STAIR P-GEN 1 E4 E4 E4 E4 E4 E1 E1 E5 E5 E5 E5 E5 E5 E5 E5 P-GEN 4 S2 STORAGE 124B MHP 44 ZONE 37 ZONE 36 TT T T P-GEN 4 HP-1 43 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 1ST FL NORTH ENLRGD PLAN -LTG & FA E405_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 FIRST FLOOR NORTH ENLARGED PLAN -LIGHTING & FIRE ALARM KEYNOTE LEGEND Key ValueKeynote Text 1ALL LIGHTING WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TO PANEL SCHEDULES. E405_R GENERAL NOTES 1. STAIR LIGHTING SHALL HAVE INTEGRATED OCCUPANCY SENSOR TO CONTROLINDIVIDUAL FIXTURE. FIXTURES SHALL DIM TO 25% LIGHT OUTPUT AFTER 5 MINUTES OF INACTIVITY. 2. OCCUPANCY SENSOR TO CONTROL ALL HALL OR ROOM LIGHTING. OCCUPANCY"ON-TIME" TO BE 5 MINUTES. UNOCCUPIED LIGHTING LEVELS SHALL BE 20% OF OCCUPIED LEVELS. 3. ALL EXIT SIGNAGE SHALL BE FED FROM CIRCUITS SUPPORTED BY GENERATOR. 4. REFER TO INTERIOR DESIGN REFLECTED CEILING PLANS FOR DIMENSIONEDLOCATIONS OF LIGHT FIXTURES IN AMENTIY SPACES. COORDINATE ALL DEVICE LOCATIONS WITH INTERIOR DESIGN REFLECTED CEILING PLANS AND ELEVATIONS. 5. WHERE LIGHTING IS INDICATED WITH ZONE, REFER TO LIGHTING CONTROLLER ZONING DIAGRAM ON E001. FIXTURES ARE TO BE CONTROLLED BY CENTRALIZED LIGHTING CONTROLLER. 6. CORRIDOR LIGHTING TO BE HARDWIRED TO HIGH/LOW STANDALONE DIMMINGOCCUPANCY CONTROL WITH 0-10V AND/OR PHASE DIMMING CONTROL AS REQUIRED, TIMEOUT AND LOW END OUTPUT TO BE FIELD ADJUSTABLE. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 1 1 G G A G G A G A G A G A G G A G G G G GG G A G A G A G A G A G A G A G A G A G A G A G A G A G A GG A G A G A G A G A G A G A G A 1 1 1 1 1 1 1 1 1 1 1 1 G A G A A A A A A A A A UNIT C1 201 ELEV 1 NORTH CORRIDOR 238 FC-1 FC-1 FC-2 FC-3 UNIT B3 226 UNIT A11 232 UNIT A12 233 UNIT C2 234 1 1 1 1 1 1 1 1 1 1 FC-3 / 1E410 / 1E409 / 1E408 / 1E407 / 1E408 NORTH STAIR UNIT D12 231 2 2 EC FC-2 HP-2 M4 M5 M5 M5M5 M5 M5 800TB FC-3 3 3 3 3 3 10" AFF 10" AFF 10" AFF 10" AFF 10" AFF P213 P231 P232 P233 P234 P201 HP-1 38 HP-1 36 4 4 4 4 4 P231 1 P231 2 P231 4,6 P231 3 P231 5 P231 7 P231 8 P231 9,11 P231 10 P231 13 P231 12 P231 15,17 P231 18 P232 1 P232 2 P232 3 P232 4 P232 7,9 P232 6 P232 8 P232 10 P232 12 P232 11,13 P232 5 P232 15,17 P233 3 P233 6,8 P233 5P233 9 P233 11,13 P233 7 P233 2 P233 14 10" AFF P234 4 P234 1,3 P234 2 P234 5 P234 6 P234 7,9 P234 8 P234 10 P234 11 P234 12 P234 13,15 P201 1 P201 2 P201 3,5P201 6 P201 4 P201 7 P201 8 P201 9 P201 11,13 P201 10 P201 12 FC-2 P201 14,16 P201 14,16 HP-2 1 HP-2 2 5 ELEVATOR LOBBY 238 P234 13,15 FC-2 P231 15,17 P233 1 P233 12P233 16,18 ELEC/DATA 237 TRASH ROOM 235 ELEV 2 CENTRAL STAIR 1 1 1 1 1 1 T-1 HP-2 1 1 HP-2 13 6 1 HP-2 4 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 2ND FL CORE ENLRGD PLAN -PWR & DATA E406 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 SECOND FLOOR CORE ENLARGED PLAN -POWER & DATA KEYNOTE LEGEND Key ValueKeynote Text 1CONTRACTOR SHALL FURNISH AND INSTALL UNDER-SINK RECEPTACLE FOR CORD CONNECTED GARBAGE DISPOSAL/DISHWASHER. SWITCH LOCATED ABOVE COUNTER SHALL CONTROL LOWER PORTION OF RECEPTACLE. 2ALL RECEPTACLES WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TO PANEL SCHEDULES. 3PROVIDE STRONG SM-RBX-EXT-14-WH IN-WALL VERSABOX IN EACH APARTMENT. ROUTE COAX CABLE FROM ELECTRICAL CLOSET ON EACH FLOOR TO EACH VERSABOX. PROVIDE CAT5 CABLE FROM VERSABOX TO EACH DATA LOCATION IN EACH APARTMENT. PROVIDE 15A POWER RECEPTACLE IN EACH BOX. 4RECEPTACLE FOR MICROWAVE/VENT HOOD TO MOUNTED AT 66" AFF, TYP OF ALL. COORDINATE MOUNTING OF RECEPTACLE WITH UPPER CABINETRY INSTALLATION. 5PROVIDE EMERGENCY COMMUNICATIONS SYSTEM TO ALLOW COMMUNICATION BETWEEN EMERGENCY COMMUNICATIONS PANEL (ECP) LOCATED ADJACENT TO FIRE ALARM PANEL IN LOBBY, AND EMERGENCY CALL STATIONS AND SIGNS (EC) LOCATED ADJACENT TO ELEVATOR CALL BUTTONS ON ALL FLOORS. SYSTEM SHALL BE AS MANUFACTURED BY RATH COMMUNICATIONS AREA OF REFUGE SYSTEMS. SYSTEM SHALL CONSIST OF MAIN PANEL #2500-205FM (PAINTED BLACK), CALL BOX #2100-958NSR, POWER SUPPLY #2500-PWR24, SIGN#7078, AND ALL MISCELLANEOUS HARDWARE AND WIRING TO MAKE A COMPLETE SYSTEM. 6PROVIDE FIBEROPTIC BACKBONE FOR 10GB ETHERNET SWITCH. E406 GENERAL NOTES 1. MECHANICAL CONTRACTOR TO FURNISH AC DISCONNECT FOR ALL HVAC EQUIPMENT. ELECTRICAL CONTRACTOR TO INSTALL AND COMPLETE ELECTRICAL CONNECTIONS TO DISCONNECTS AND EQUIPMENT, TYPICAL OF ALL. 2. MOUNTING HEIGHTS OF DEVICES SHALL BE AS FOLLOWS IN ALL APARTMENTS, UNLESS OTHERWISE NOTED. MEASUREMENTS ARE TO CENTERLINE OF DEVICES: A. CONVENIENCE RECEPTACLES: 18" ABOVE FINISHED FLOOR B. ABOVE COUNTER CONVENIENCE RECEPTACLES: MAXIMUM 46" ABOVE FINISHED FLOOR C. ABOVE DESK CONVENIENCE RECEPTACLES: MAXIMUM 44" ABOVE FINISHED FLOOR D. LIGHT SWITCHES: MAXIMUM 48" ABOVE FINISHED FLOOR E. DEDICATED EQUIPMENT RECEPTACLES: a. ABOVE COUNTER: 44" ABOVE FINISHED FLOOR b. STANDARD: 18" ABOVE FINISHED FLOOR F. DATA AND TV CABLE RECEPTACLES: 18" ABOVE FINISHED FLOOR G. RANGE RECEPTACLE: 6" ABOVE FINISHED FLOOR 3.COORDINATE ALL CORRIDOR POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 1 1 1 1 D 3 3 3 3 D D 3 3 3 3 D O S D 3 3 S P S PS P S P S P S P S P S P S P S P S P S P S P S P/CO V S S P S P S P J J J J J SP S P S P SP ELEV 2 ELEVATOR LOBBY 237 NORTH CORRIDOR 238 / 1E410_R / 1E407_R / 1E409_R / 1E408_R 1 1 1 1 HP-2 USUV UB UE UHUH UK US UV UB UEUHUH UH UH UK UH UE UV UKUK UK UH US US UV UB UB UH UB UB US UV UV UH UH UE UE UB UB UK UK UK UH UH UK UK UK UH UH UH UE AWC AWC UH UB EX2 EX2 EX2 R R R R AWC AWC AWC ELEV 1 TS FS 2 P231 14 P231 P232 14 P233 P232 P233 10 P234 P234 14 UB UH P201 P201 15 P201 15 P-GEN 1 P-GEN 3 S2 S2 S2 EM 3 HP-2 5 HP-2 5 US AWC AWC AWCAWC AWC_B AWC CLCCLC CLC ACLC CLC CLC CLC CLC CLC CLC CLC CLC AWC EX2 AWC_B 4 UNIT C1 201 CENTRAL STAIR TRASH ROOM 235 SOUTH CORRIDOR 240 UNIT C2 234 UNIT A12 233 UNIT A11 232 UNIT D12 231 ELEC/DATA 237 NORTH STAIR UNIT B3 226 5 5 5 5 5 P-GEN 11 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 2ND FL CORE ENLRGD PLAN -LTG & FA E406_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 SECOND FLOOR CORE ENLARGED PLAN -LIGHTING & FIRE ALARM KEYNOTE LEGEND Key ValueKeynote Text 1ALL LIGHTING WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TO PANEL SCHEDULES. 2PROVIDE FIRE ALARM CONNECTION TO SPRINKLER SYSTEM TAMPER AND FLOW SWITCHES. COORDINATE WITH SPRINKLER CONTRACTOR. 3SMOKE DETECTOR LOCATED OUTSIDE TRASH CHUTES SHALL TIE INTO SOLENOID CONTROLLING DISCHARGE DOOR, CAUSING THE DOOR TO LOCK UPON ACTIVATION OF FIRE ALARM. 4ALL CORRIDOR AND OTHER EMERGENCY LIGHTING ON FLOORS 2-5 TO BE POWERED BY GENERATOR AS EMERGENCY EGRESS LIGHTING. REFER TO GENERATOR PANEL (P-GEN) SCHEDULE FOR CIRCUITING DETAILS. 5PROVIDE WIRING AND BLANK COVER PLATE TO J-BOX LOCATIONS IN ALL BEDROOMS FOR FUTURE INSTALLATION OF BUILDING FIRE ALARM NOTIFICATION DEVICES. TYPICAL FOR ALL UNITS. E406_R GENERAL NOTES 1. STAIR LIGHTING SHALL HAVE INTEGRATED OCCUPANCY SENSOR TO CONTROLINDIVIDUAL FIXTURE. FIXTURES SHALL DIM TO 25% LIGHT OUTPUT AFTER 5 MINUTES OF INACTIVITY. 2. OCCUPANCY SENSORS TO CONTROL ALL CORRIDOR LIGHTING. OCCUPANCY "ON-TIME" TO BE 5 MINUTES. UNOCCUPIED LIGHTING LEVELS SHALL BE 20% OF OCCUPIED LEVELS. 3. ALL EXIT SIGNAGE SHALL BE FED FROM CIRCUITS SUPPORTED BY GENERATOR. 4. FIXTURES DESIGNATED WITH "EM" WILL BE CIRCUITED SEPARATELY AND SUPPORTED BY GENERATOR, PROVIDING EMERGENCY EGRESS LIGHTING. 5. NOTIFICATION DEVICES IN APARTMENTS SHALL TIE INTO BUILDING FIRE ALARM SYSTEM TO ALERT RESIDENTS UPON INITIATION OF BUILDING FIRE ALARM. MULTISTATION SMOKE ALARMS IN APARTMENTS SHALL BE INDEPENDENT OF BUILDING FIRE ALARM SYSTEM AND ONLY SOUND UPON DETECTION OF SMOKE. 6. COORDINATE ALL CORRIDOR POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS 7. CORRIDOR LIGHTING TO BE HARDWIRED TO HIGH/LOW STANDALONE DIMMINGOCCUPANCY CONTROL WITH 0-10V AND/OR PHASE DIMMING CONTROL AS REQUIRED, TIMEOUT AND LOW END OUTPUT TO BE FIELD ADJUSTABLE. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 1 G A G A G A G A G A G A G A G A G A G A G A G A G A G A G A G A G AA G A G A G A G A A G A G A G A A G G G G G G G GG G G G G W 1 1 1 1 1 1 1 1 1 1 1 1 1 1 A A G G GG G A G A G A G A G A G A G A G A G A G A G A 1 1 A A A A A A A G A G A AA TELECOM 236 SOUTH CORRIDOR 239 FC-2 FC-3 FC-2 FC-2 UNIT D2 207 UNIT D3 208 UNIT B1 209 UNIT D1 206 UNIT A4 205 UNIT A3 204 UNIT A2 203 UNIT A1 202 SOUTH CORRIDOR 239 / 1E408 / 1E406 FC-2 FC-2 FC-3FC-3 FC-2 FC-2 FC-3 FC-2 FC-1 1 1 1 1 1 1 1 1 1 1 2 3 33 3 3 33 1 11 1 refer to unit 212 sheet E408 10" AFF 10" AFF10" AFF10" AFF10" AFF10" AFF 10" AFF 10" AFF 10" AFF 10" AFF P202P203 P205 P206 P208 P209 P207 HP-1 37 EAST STAIR 44 4 4 4 4 4 P202 1 P202 2 P202 7 P202 4,6 P202 3 P202 8 P202 9 P202 10,12 P202 5 P220 20 P203 1 P203 2 P203 3 P203 4,6 P203 5 P203 7 P203 8 P203 10,12 P203 9 P203 11 FC-1FC-1 P203 13,15 P202 13,15 P202 11 P205 1 P205 2 P205 3 P205 4,6 P205 5 P205 7 P205 8 P205 10,12 P205 9 P205 11 P205 13,15 P205 14 P206 5 P206 3P206 7 P206 6,8 P206 9 P206 9 P206 10 P206 11 P206 13 P206 12 P206 14 P206 15,17 P206 1P206 2,4 P207 6 P207 7 P207 7 P207 8 P207 10,12 P207 9 P207 11 P207 13 P207 14 P207 15 P207 16,18 P207 16,18 P207 16,18 P207 4 P207 3,5P207 2 P208 5 P208 6,8 P208 7 P208 3P208 2,4 P208 1 P208 9 P208 9 P208 11 P208 12 P208 13 P208 10 P208 14 P208 15,17 P208 15,17 P208 15,17 P209 4,6 P209 3 P209 1 P209 2 P209 5 P209 7,9 P209 8 P209 12 P209 10 P209 11 P209 13,15 5 P206 15,17 HP-2 3 HP-2 11 1 1 1 1 1 HP-2 12 6 1 7 7 1 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 2ND FL EAST ENLRGD PLAN -PWR & DATA E407 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 SECOND FLOOR EAST ENLARGED PLAN -POWER & DATA KEYNOTE LEGEND Key ValueKeynote Text 1CONTRACTOR SHALL FURNISH AND INSTALL UNDER-SINK RECEPTACLE FOR CORD CONNECTED GARBAGE DISPOSAL/DISHWASHER. SWITCH LOCATED ABOVE COUNTER SHALL CONTROL LOWER PORTION OF RECEPTACLE. 2ALL RECEPTACLES WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TO PANEL SCHEDULES. 3PROVIDE STRONG SM-RBX-EXT-14-WH IN-WALL VERSABOX IN EACH APARTMENT. ROUTE COAX CABLE FROM ELECTRICAL CLOSET ON EACH FLOOR TO EACH VERSABOX. PROVIDE CAT5 CABLE FROM VERSABOX TO EACH DATA LOCATION IN EACH APARTMENT. PROVIDE 15A POWER RECEPTACLE IN EACH BOX. 4RECEPTACLE FOR MICROWAVE/VENT HOOD TO MOUNTED AT 66" AFF, TYP OF ALL. COORDINATE MOUNTING OF RECEPTACLE WITH UPPER CABINETRY INSTALLATION. 5PROVIDE 3/4" PAINTED PLYWOOD BACK BOARD FOR TELECOM DISTRIBUTION EQUIPMENT AT EACH FLOOR. MOUNT RECEPTACLES ABOVE PLYWOOD. COORDINATE POWER REQUIREMENTS WITH SERVICE PROVIDER. 6PROVIDE FIBEROPTIC BACKBONE FOR 10GB ETHERNET SWITCH. 7PROVIDE CONNECTION TO HEAT TRACE INSTALLED ON WATER PIPES, PROVIDED BY OTHERS. CONNECT HEAT TRACE TO NEAREST HEAT TRACE CIRCUIT IN GARAGE BELOW. COORDINATE WITH PLUMBING CONTRACTOR. E407 GENERAL NOTES 1. MECHANICAL CONTRACTOR TO FURNISH AC DISCONNECT FOR ALL HVAC EQUIPMENT. ELECTRICAL CONTRACTOR TO INSTALL AND COMPLETE ELECTRICAL CONNECTIONS TO DISCONNECTS AND EQUIPMENT, TYPICAL OF ALL. 2. MOUNTING HEIGHTS OF DEVICES SHALL BE AS FOLLOWS IN ALL APARTMENTS, UNLESS OTHERWISE NOTED. MEASUREMENTS ARE TO CENTERLINE OF DEVICES: A. CONVENIENCE RECEPTACLES: 18" ABOVE FINISHED FLOOR B. ABOVE COUNTER CONVENIENCE RECEPTACLES: MAXIMUM 46" ABOVE FINISHED FLOOR C. ABOVE DESK CONVENIENCE RECEPTACLES: MAXIMUM 44" ABOVE FINISHED FLOOR D. LIGHT SWITCHES: MAXIMUM 48" ABOVE FINISHED FLOOR E. DEDICATED EQUIPMENT RECEPTACLES: a. ABOVE COUNTER: 44" ABOVE FINISHED FLOOR b. STANDARD: 18" ABOVE FINISHED FLOOR F. DATA AND TV CABLE RECEPTACLES: 18" ABOVE FINISHED FLOOR G. RANGE RECEPTACLE: 6" ABOVE FINISHED FLOOR 3.COORDINATE ALL CORRIDOR POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 1 1 1 1 1 1 1 1 3 3 D V S 3 3 D 3 3 D D 3 3 D 3 3 S P S P S P S PS P S P S P S P S P S P S P S P S P S P S P S P S P 3 3 3 3 D D S P S P S P S P J J J J J J J S P SOUTH CORRIDOR 239 / 1E406_R / 1E408_R 1 1 AWC AWC AWC US UV UB UE UH UH UH UH UK US UV UB UE UH UH UHUH UK UHUH UBUB UE UK USUV UV UC UC US US UBUB UB UHUH UHUH UK UKUV UV UB UB UB UH UHUH UK UB UB UK US UV UV UC US UB UB UBUH UH UH UKUK UH UE UB UB UE US UV UB UB UK UK UK UH UH UE US UB UB UH UH UH UV US UP UP UV UP UP UV AWC AWCAWC AWC R R EX1 EX1 EX2 AWC AWC AWC AWC P202 P202 14 P203 P203 14 UK UK P205 16 P207 17 P208 16 P209 14 P209 P-GEN 2 S1 HP-2 5 CLCCLC AWC AWC_B CLC CLC refer to unit 212 sheet E408_R 2 UNIT D1 206 EAST STAIRUNIT D2 207 UNIT D3 208 UNIT B1 209 UNIT A4 205 UNIT A3 204 UNIT A2 203 UNIT A1 202 TELECOM 236 3 3 3 3 3 3 P208 3 P206P207 1 1 1 1 1 1 1 1 1 1 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 2ND FL EAST ENLRGD PLAN -LTG & FA E407_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 SECOND FLOOR EAST ENLARGED PLAN -LIGHTING & FIRE ALARM KEYNOTE LEGEND Key ValueKeynote Text 1ALL LIGHTING WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TO PANEL SCHEDULES. 2ALL CORRIDOR AND OTHER EMERGENCY LIGHTING ON FLOORS 2-5 TO BE POWERED BY GENERATOR AS EMERGENCY EGRESS LIGHTING. REFER TO GENERATOR PANEL (P-GEN) SCHEDULE FOR CIRCUITING DETAILS. 3PROVIDE WIRING AND BLANK COVER PLATE TO J-BOX LOCATIONS IN ALL BEDROOMS FOR FUTURE INSTALLATION OF BUILDING FIRE ALARM NOTIFICATION DEVICES. TYPICAL FOR ALL UNITS. E407_R GENERAL NOTES 1. STAIR LIGHTING SHALL HAVE INTEGRATED OCCUPANCY SENSOR TO CONTROLINDIVIDUAL FIXTURE. FIXTURES SHALL DIM TO 25% LIGHT OUTPUT AFTER 5 MINUTES OF INACTIVITY. 2. OCCUPANCY SENSORS TO CONTROL ALL CORRIDOR LIGHTING. OCCUPANCY "ON-TIME" TO BE 5 MINUTES. UNOCCUPIED LIGHTING LEVELS SHALL BE 20% OF OCCUPIED LEVELS. 3. ALL EXIT SIGNAGE SHALL BE FED FROM CIRCUITS SUPPORTED BY GENERATOR. 4. FIXTURES DESIGNATED WITH "EM" WILL BE CIRCUITED SEPARATELY AND SUPPORTED BY GENERATOR, PROVIDING EMERGENCY EGRESS LIGHTING. 5. NOTIFICATION DEVICES IN APARTMENTS SHALL TIE INTO BUILDING FIRE ALARM SYSTEM TO ALERT RESIDENTS UPON INITIATION OF BUILDING FIRE ALARM. MULTISTATION SMOKE ALARMS IN APARTMENTS SHALL BE INDEPENDENT OF BUILDING FIRE ALARM SYSTEM AND ONLY SOUND UPON DETECTION OF SMOKE. 6. COORDINATE ALL CORRIDOR POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS 7. CORRIDOR LIGHTING TO BE HARDWIRED TO HIGH/LOW STANDALONE DIMMINGOCCUPANCY CONTROL WITH 0-10V AND/OR PHASE DIMMING CONTROL AS REQUIRED, TIMEOUT AND LOW END OUTPUT TO BE FIELD ADJUSTABLE. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 1 1 G A G A G A G A G G A G A G A G G G A G A G A G A G A A G G A G A 1 1 1 1 1 G G G G G A G A G A G A G A G A G A G A G A G A G A G A A A 1 1 1 1 A A A A UNIT D4 210 UNIT A5 211 UNIT A6 212 UNIT A7 213 UNIT A6 214 UNIT A7 215 UNIT A6 216 UNIT A8 217 ? ? 1 1 1 1 UNIT A8 217 SOUTH CORRIDOR 239 / 1E409 FC-2 FC-3 FC-1 FC-2 / 1E407 / 1 E406 2 2 2 2 1 1 1 1 refer to unit 212 this sheet refer to unit 213 this sheet refer to unit 212 this sheet refer to unit 213 this sheet 10" AFF 10" AFF 10" AFF 10" AFF 10" AFF 10" AFF 10" AFF P210 P211 P212 P213 P210 6,8 P210 14 P210 5 P210 11 P210 17 P210 13 P210 16 P210 2,4 P210 1 P210 3 P210 7,9 P210 7,9 P210 19 3 3 3 3 P211 9 P211 10 P211 11 P211 8 P211 7 P211 4,6 P211 8 P211 13 P211 2 P211 3,5 P212 1 P212 2 P211 1 P212 3 P212 5 P212 4,6 P212 8 P212 8 P212 10,12 P212 9 FC-1 P212 11,13 P212 14 P212 15 P211 15,17 P212 7 P213 1 P213 2 P213 3 P213 6 P213 5 P213 7,9 P213 8 P213 5 P213 11,13 P213 15 P213 14,16 P213 17 P210 15 P220 10 P210 16 HP-2 11 1 T-1 HP-2 1 1 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 2ND FL SOUTH ENLRGD PLAN -PWR & DATA E408 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 SECOND FLOOR SOUTH ENLARGED PLAN -POWER & DATA KEYNOTE LEGEND Key ValueKeynote Text 1CONTRACTOR SHALL FURNISH AND INSTALL UNDER-SINK RECEPTACLE FOR CORD CONNECTED GARBAGE DISPOSAL/DISHWASHER. SWITCH LOCATED ABOVE COUNTER SHALL CONTROL LOWER PORTION OF RECEPTACLE. 2PROVIDE STRONG SM-RBX-EXT-14-WH IN-WALL VERSABOX IN EACH APARTMENT. ROUTE COAX CABLE FROM ELECTRICAL CLOSET ON EACH FLOOR TO EACH VERSABOX. PROVIDE CAT5 CABLE FROM VERSABOX TO EACH DATA LOCATION IN EACH APARTMENT. PROVIDE 15A POWER RECEPTACLE IN EACH BOX. 3RECEPTACLE FOR MICROWAVE/VENT HOOD TO MOUNTED AT 66" AFF, TYP OF ALL. COORDINATE MOUNTING OF RECEPTACLE WITH UPPER CABINETRY INSTALLATION. E408 GENERAL NOTES 1. MECHANICAL CONTRACTOR TO FURNISH AC DISCONNECT FOR ALL HVAC EQUIPMENT. ELECTRICAL CONTRACTOR TO INSTALL AND COMPLETE ELECTRICAL CONNECTIONS TO DISCONNECTS AND EQUIPMENT, TYPICAL OF ALL. 2. MOUNTING HEIGHTS OF DEVICES SHALL BE AS FOLLOWS IN ALL APARTMENTS, UNLESS OTHERWISE NOTED. MEASUREMENTS ARE TO CENTERLINE OF DEVICES: A. CONVENIENCE RECEPTACLES: 18" ABOVE FINISHED FLOOR B. ABOVE COUNTER CONVENIENCE RECEPTACLES: MAXIMUM 46" ABOVE FINISHED FLOOR C. ABOVE DESK CONVENIENCE RECEPTACLES: MAXIMUM 44" ABOVE FINISHED FLOOR D. LIGHT SWITCHES: MAXIMUM 48" ABOVE FINISHED FLOOR E. DEDICATED EQUIPMENT RECEPTACLES: a. ABOVE COUNTER: 44" ABOVE FINISHED FLOOR b. STANDARD: 18" ABOVE FINISHED FLOOR F. DATA AND TV CABLE RECEPTACLES: 18" ABOVE FINISHED FLOOR G. RANGE RECEPTACLE: 6" ABOVE FINISHED FLOOR 3.COORDINATE ALL CORRIDOR POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 11 1 3 3 O S 3 3 D S P S P S P S P S P S P S P S P/COS P D 3 3 D D 3 3 S P S P S P S P J J S PS P / 1E409_R / 1E406_R/ 1E407_R UB UB UB UC UK UH UH UE UC US UH UV US UV UK UH AWC UB P210 18 US UV UE UH UH UB UH UH UE US UV UH UHUB UK UH UHUH UH UH UH UK UBUH UH UE US UV AWC AWC refer to unit 212 this sheet refer to unit 213 this sheet refer to unit 212 this sheet refer to unit 213 this sheet EX2 AWC AWC AWC AWC P210 P211 14 P211 P212 P212 16 UH UK P213 P213 10 P201 AWC AWC AWC AWCAWC AWC CLCCLC CLCCLC EX2 UNIT A8 217 UNIT A6 216 UNIT A7 215 UNIT A6 214 UNIT A7 213 UNIT A6 212 UNIT A5 211 UNIT D4 210 SOUTH CORRIDOR 240 1 1 1 1 11 1 1 11 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 2ND FL SOUTH ENLRGD PLAN -LTG & FA E408_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 SECOND FLOOR SOUTH ENLARGED PLAN -LIGHTING & FIRE ALARM KEYNOTE LEGEND Key ValueKeynote Text 1PROVIDE WIRING AND BLANK COVER PLATE TO J-BOX LOCATIONS IN ALL BEDROOMS FOR FUTURE INSTALLATION OF BUILDING FIRE ALARM NOTIFICATION DEVICES. TYPICAL FOR ALL UNITS. E408_R GENERAL NOTES 1. STAIR LIGHTING SHALL HAVE INTEGRATED OCCUPANCY SENSOR TO CONTROLINDIVIDUAL FIXTURE. FIXTURES SHALL DIM TO 25% LIGHT OUTPUT AFTER 5 MINUTES OF INACTIVITY. 2. OCCUPANCY SENSORS TO CONTROL ALL CORRIDOR LIGHTING. OCCUPANCY "ON-TIME" TO BE 5 MINUTES. UNOCCUPIED LIGHTING LEVELS SHALL BE 20% OF OCCUPIED LEVELS. 3. ALL EXIT SIGNAGE SHALL BE FED FROM CIRCUITS SUPPORTED BY GENERATOR. 4. FIXTURES DESIGNATED WITH "EM" WILL BE CIRCUITED SEPARATELY AND SUPPORTED BY GENERATOR, PROVIDING EMERGENCY EGRESS LIGHTING. 5. NOTIFICATION DEVICES IN APARTMENTS SHALL TIE INTO BUILDING FIRE ALARM SYSTEM TO ALERT RESIDENTS UPON INITIATION OF BUILDING FIRE ALARM. MULTISTATION SMOKE ALARMS IN APARTMENTS SHALL BE INDEPENDENT OF BUILDING FIRE ALARM SYSTEM AND ONLY SOUND UPON DETECTION OF SMOKE. 6. COORDINATE ALL CORRIDOR POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS 7. CORRIDOR LIGHTING TO BE HARDWIRED TO HIGH/LOW STANDALONE DIMMINGOCCUPANCY CONTROL WITH 0-10V AND/OR PHASE DIMMING CONTROL AS REQUIRED, TIMEOUT AND LOW END OUTPUT TO BE FIELD ADJUSTABLE. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 11 G G A G A G A G A G A G A G A G A G G G G A G A G A G A G A G AG G G G G A G A G A G A G A A G G G G G A G A A A G A G A G A G A G 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 A A A A A A 1 1 1 1 UNIT D5 218 UNIT B2 219 UNIT A10 225 UNIT D7 221 UNIT A9 222 UNIT A10 223 UNIT A9 224 UNIT D6 220 1 1 1 1 1 11 1 FC-2 FC-2 FC-2 FC-2 FC-1FC-1 / 1E406 / 1E408 FC-2 FC-3 FC-3 FC-2 2 2 2 2 22 refer to unit 222 this sheetrefer to unit 223 this sheet 10" AFF 10" AFF 10" AFF 10" AFF FC-3 10" AFF 10" AFF P218 P220 P222 P221 P223 3 3 3 3 3 3 P218 1 P218 2 P218 3,5 P218 4 P218 10 P218 9,11 P218 8 P218 7 P218 12 P218 13 P220 9 P218 16,18 P218 16,18 P219 3 P219 2,4 P219 1 P219 6,8 P219 6,8 P219 5 P219 3 P219 12 P219 13,15 P219 11 P219 10 P220 8 P220 6 P220 5 P220 2P220 1,3 P220 4 P220 7 P218 14 P220 15 P220 11 P220 14,16 P220 13 P220 12 P221 1 P220 24,26 P220 24,26 P221 2 P221 3 P221 4,6 P221 5 P221 7 P221 9 P221 10 P221 12,14 P221 11 P221 5 P221 13 P221 8 FC-3 FC-2 P221 16,18 P221 16,18 P222 1 P222 3 P222 6 P222 5,7 P222 10 P222 11,13 P222 2 P222 12 P222 9 P223 7,9 P223 6 P223 3P223 4 P223 11 P223 8,10 P223 1 P223 2 P219 9 P219 7 P219 P220 18 P222 8P222 15,17P223 5 1 1 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 2ND FL WEST ENLRGD PLAN -PWR & DATA E409 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 SECOND FLOOR WEST ENLARGED PLAN -POWER & DATA KEYNOTE LEGEND Key ValueKeynote Text 1CONTRACTOR SHALL FURNISH AND INSTALL UNDER-SINK RECEPTACLE FOR CORD CONNECTED GARBAGE DISPOSAL/DISHWASHER. SWITCH LOCATED ABOVE COUNTER SHALL CONTROL LOWER PORTION OF RECEPTACLE. 2PROVIDE STRONG SM-RBX-EXT-14-WH IN-WALL VERSABOX IN EACH APARTMENT. ROUTE COAX CABLE FROM ELECTRICAL CLOSET ON EACH FLOOR TO EACH VERSABOX. PROVIDE CAT5 CABLE FROM VERSABOX TO EACH DATA LOCATION IN EACH APARTMENT. PROVIDE 15A POWER RECEPTACLE IN EACH BOX. 3RECEPTACLE FOR MICROWAVE/VENT HOOD TO MOUNTED AT 66" AFF, TYP OF ALL. COORDINATE MOUNTING OF RECEPTACLE WITH UPPER CABINETRY INSTALLATION. E409 GENERAL NOTES 1. MECHANICAL CONTRACTOR TO FURNISH AC DISCONNECT FOR ALL HVAC EQUIPMENT. ELECTRICAL CONTRACTOR TO INSTALL AND COMPLETE ELECTRICAL CONNECTIONS TO DISCONNECTS AND EQUIPMENT, TYPICAL OF ALL. 2. MOUNTING HEIGHTS OF DEVICES SHALL BE AS FOLLOWS IN ALL APARTMENTS, UNLESS OTHERWISE NOTED. MEASUREMENTS ARE TO CENTERLINE OF DEVICES: A. CONVENIENCE RECEPTACLES: 18" ABOVE FINISHED FLOOR B. ABOVE COUNTER CONVENIENCE RECEPTACLES: MAXIMUM 46" ABOVE FINISHED FLOOR C. ABOVE DESK CONVENIENCE RECEPTACLES: MAXIMUM 44" ABOVE FINISHED FLOOR D. LIGHT SWITCHES: MAXIMUM 48" ABOVE FINISHED FLOOR E. DEDICATED EQUIPMENT RECEPTACLES: a. ABOVE COUNTER: 44" ABOVE FINISHED FLOOR b. STANDARD: 18" ABOVE FINISHED FLOOR F. DATA AND TV CABLE RECEPTACLES: 18" ABOVE FINISHED FLOOR G. RANGE RECEPTACLE: 6" ABOVE FINISHED FLOOR 3.COORDINATE ALL CORRIDOR POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 1 1 1 1 S P S P S P S P S P S P S P S P S P S P S P S P S P S PS P 3 3 3 D 3 3 3 D 3 3 3 3 3 3 3 3 3 3 D D 3 3 D 3 3 D 3 3 3 S P 3 J J J J J J J P S P / 1E406_R UE UV US UC UB UB UK UK UK UH US UV UC UBUB UH UV US UV UE UH UB UB UH UH UK UK UK UB UB UC US UK UK UK UH UH UB UB UH UH UBUB UH UH US UH UE UH UP UP UK UK UE US UV UBUB UC US UV UV UH UK UE UH UHUH UH UH UV UE UH UH UH UH UH UK UH US US refer to unit 222 this sheetrefer to unit 223 this sheet AWC AWC AWCAWC AWC AWC P218 15 P218 P219 P219 14 P220 UV UV P220 17 P221 P221 15 P222 P222 4 P223 12 AWCAWC AWC_B E6E6E6E6 P223 1 UNIT D5 218 UNIT B2 219 UNIT D6 220 UNIT D7 221 UNIT A9 222 UNIT A10 223 UNIT A9 224 UNIT A10 225 ZONE 38 CLCCLC 2 2 2 P219 14 2 2 2 2 UH 1 1 1 1 1 1 1 1 1 1 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 2ND FL WEST ENLRGD PLAN -LTG & FA E409_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 SECOND FLOOR WEST ENLARGED PLAN -LIGHTING & FIRE ALARM KEYNOTE LEGEND Key ValueKeynote Text 1ALL CORRIDOR AND OTHER EMERGENCY LIGHTING ON FLOORS 2-5 TO BE POWERED BY GENERATOR AS EMERGENCY EGRESS LIGHTING. REFER TO GENERATOR PANEL (P-GEN) SCHEDULE FOR CIRCUITING DETAILS. 2PROVIDE WIRING AND BLANK COVER PLATE TO J-BOX LOCATIONS IN ALL BEDROOMS FOR FUTURE INSTALLATION OF BUILDING FIRE ALARM NOTIFICATION DEVICES. TYPICAL FOR ALL UNITS. E409_R GENERAL NOTES 1. STAIR LIGHTING SHALL HAVE INTEGRATED OCCUPANCY SENSOR TO CONTROLINDIVIDUAL FIXTURE. FIXTURES SHALL DIM TO 25% LIGHT OUTPUT AFTER 5 MINUTES OF INACTIVITY. 2. OCCUPANCY SENSORS TO CONTROL ALL CORRIDOR LIGHTING. OCCUPANCY "ON-TIME" TO BE 5 MINUTES. UNOCCUPIED LIGHTING LEVELS SHALL BE 20% OF OCCUPIED LEVELS. 3. ALL EXIT SIGNAGE SHALL BE FED FROM CIRCUITS SUPPORTED BY GENERATOR. 4. FIXTURES DESIGNATED WITH "EM" WILL BE CIRCUITED SEPARATELY AND SUPPORTED BY GENERATOR, PROVIDING EMERGENCY EGRESS LIGHTING. 5. NOTIFICATION DEVICES IN APARTMENTS SHALL TIE INTO BUILDING FIRE ALARM SYSTEM TO ALERT RESIDENTS UPON INITIATION OF BUILDING FIRE ALARM. MULTISTATION SMOKE ALARMS IN APARTMENTS SHALL BE INDEPENDENT OF BUILDING FIRE ALARM SYSTEM AND ONLY SOUND UPON DETECTION OF SMOKE. 6. WHERE LIGHTING IS INDICATED WITH ZONE, REFER TO LIGHTING CONTROLLER ZONING DIAGRAM ON E001. FIXTURES ARE TO BE CONTROLLED BY CENTRALIZED LIGHTING CONTROLLER. 7. COORDINATE ALL CORRIDOR POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS 8. CORRIDOR LIGHTING TO BE HARDWIRED TO HIGH/LOW STANDALONE DIMMINGOCCUPANCY CONTROL WITH 0-10V AND/OR PHASE DIMMING CONTROL AS REQUIRED, TIMEOUT AND LOW END OUTPUT TO BE FIELD ADJUSTABLE. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 1 1 G A G A G A G A G A G A A G A G A G A G A G A G A G A G A G A G A G A A G A G A G A AG A G A G A G A G G G G G G G G G G G G A 1 1 1 1 1 1 1 11 1 1 1 1 1 A A A A A UNIT B3 226 FC-3 FC-3 FC-3 FC-3 FC-2 FC-2 FC-2 1 1 1 1 1 1 1 1 1 1 / 1E406 UNIT D9 228 UNIT D10 229 UNIT D11 230 UNIT D8 227 NORTH STAIR FC-2 FC-2 FC-2 FC-2 2 FC-2 3 3 3 3 3 10" AFF 10" AFF 10" AFF 10" AFF P226 P227 P228 P229 P230 HP-1 38 4 4 4 4 4 P226 7P226 6,8 P226 4 P226 3,5 P226 2 P226 1 P226 9 P226 10 P226 11 P226 13,15 P226 16 P227 9 P227 8,10 P227 11 P227 12 P227 13 P227 15,17 P227 15,17 P227 2 P227 3,5 P227 4 P227 6 P227 1 P227 7 P228 5 P228 6 P228 10 P228 9,11 P228 8 P228 7 P228 12 P228 13 P228 15,17 P228 15,17 P228 18 P228 3 P228 1 P228 2,4 P229 1 P229 2 P229 7,9 P229 5 P229 8 P229 10 P229 11 P229 12 P229 13 P229 14 FC-2 FC-3 P229 16,18 P229 16,18 P230 3 P230 5 P230 14 P230 13 P230 11 P230 12 P230 10 P230 8 P230 7,9 P230 6 P230 2,4 P230 1 1 1 1 5 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 2ND FL NORTH ENLRGD PLAN -PWR & DATA E410 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 SECOND FLOOR NORTH ENLARGED PLAN -POWER & DATA KEYNOTE LEGEND Key ValueKeynote Text 1CONTRACTOR SHALL FURNISH AND INSTALL UNDER-SINK RECEPTACLE FOR CORD CONNECTED GARBAGE DISPOSAL/DISHWASHER. SWITCH LOCATED ABOVE COUNTER SHALL CONTROL LOWER PORTION OF RECEPTACLE. 2ALL RECEPTACLES WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TO PANEL SCHEDULES. 3PROVIDE STRONG SM-RBX-EXT-14-WH IN-WALL VERSABOX IN EACH APARTMENT. ROUTE COAX CABLE FROM ELECTRICAL CLOSET ON EACH FLOOR TO EACH VERSABOX. PROVIDE CAT5 CABLE FROM VERSABOX TO EACH DATA LOCATION IN EACH APARTMENT. PROVIDE 15A POWER RECEPTACLE IN EACH BOX. 4RECEPTACLE FOR MICROWAVE/VENT HOOD TO MOUNTED AT 66" AFF, TYP OF ALL. COORDINATE MOUNTING OF RECEPTACLE WITH UPPER CABINETRY INSTALLATION. 5PROVIDE CONNECTION TO HEAT TRACE INSTALLED ON WATER PIPES, PROVIDED BY OTHERS. CONNECT HEAT TRACE TO NEAREST HEAT TRACE CIRCUIT IN GARAGE BELOW. COORDINATE WITH PLUMBING CONTRACTOR. E410 GENERAL NOTES 1. MECHANICAL CONTRACTOR TO FURNISH AC DISCONNECT FOR ALL HVAC EQUIPMENT. ELECTRICAL CONTRACTOR TO INSTALL AND COMPLETE ELECTRICAL CONNECTIONS TO DISCONNECTS AND EQUIPMENT, TYPICAL OF ALL. 2. MOUNTING HEIGHTS OF DEVICES SHALL BE AS FOLLOWS IN ALL APARTMENTS, UNLESS OTHERWISE NOTED. MEASUREMENTS ARE TO CENTERLINE OF DEVICES: A. CONVENIENCE RECEPTACLES: 18" ABOVE FINISHED FLOOR B. ABOVE COUNTER CONVENIENCE RECEPTACLES: MAXIMUM 46" ABOVE FINISHED FLOOR C. ABOVE DESK CONVENIENCE RECEPTACLES: MAXIMUM 44" ABOVE FINISHED FLOOR D. LIGHT SWITCHES: MAXIMUM 48" ABOVE FINISHED FLOOR E. DEDICATED EQUIPMENT RECEPTACLES: a. ABOVE COUNTER: 44" ABOVE FINISHED FLOOR b. STANDARD: 18" ABOVE FINISHED FLOOR F. DATA AND TV CABLE RECEPTACLES: 18" ABOVE FINISHED FLOOR G. RANGE RECEPTACLE: 6" ABOVE FINISHED FLOOR 3.COORDINATE ALL POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 1 1 1 1 1 1 1 3 3 D D 3 3 3 3 3 3 3 3 D D 3 3 3 3 4 D S P S P S P S P S P S P S P S P S P S P S P S P S P S P S P S P S P J J J J J J J J J S P SP / 1E406_R 1 1 US UV UB UB UC UKUK UK UH US UV UBUB UC UKUK UH UH UV UE UH UH UH UH UH UK UK UH US US UV UV UB UB UB UB UB UB UB UB UC UC UE UB UB UB UB UB UB US US US US US UV UC UK UK UE UV UV UH UH UH UH UE UH UH UV UV UV UP UP UE UK UK UK UP UP EX2 R R AWC AWC AWC AWC AWCAWC P226 P226 12 P227 P227 14 P229 15 P230 15 P230 P229 P228 P-GEN 1 AWC_B CLC CLC CLC CLC AWC_B 2 UNIT D9 228 UNIT D10 229 UNIT D11 230 UNIT D8 227 MAINTENANCE CLOSET 238 NORTH STAIR UNIT B3 226 3 3 3 3 3 P228 14 3 3 3 3 1 1 1 1 1 1 1 1 1 1 1 1 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 2ND FL NORTH ENLRGD PLAN -LTG & FA E410_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 SECOND FLOOR NORTH ENLARGED PLAN -LIGHTING & FIRE ALARM KEYNOTE LEGEND Key ValueKeynote Text 1ALL LIGHTING WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TO PANEL SCHEDULES. 2ALL CORRIDOR AND OTHER EMERGENCY LIGHTING ON FLOORS 2-5 TO BE POWERED BY GENERATOR AS EMERGENCY EGRESS LIGHTING. REFER TO GENERATOR PANEL (P-GEN) SCHEDULE FOR CIRCUITING DETAILS. 3PROVIDE WIRING AND BLANK COVER PLATE TO J-BOX LOCATIONS IN ALL BEDROOMS FOR FUTURE INSTALLATION OF BUILDING FIRE ALARM NOTIFICATION DEVICES. TYPICAL FOR ALL UNITS. E410_R GENERAL NOTES 1. STAIR LIGHTING SHALL HAVE INTEGRATED OCCUPANCY SENSOR TO CONTROLINDIVIDUAL FIXTURE. FIXTURES SHALL DIM TO 25% LIGHT OUTPUT AFTER 5 MINUTES OF INACTIVITY. 2. OCCUPANCY SENSORS TO CONTROL ALL CORRIDOR LIGHTING. OCCUPANCY "ON-TIME" TO BE 5 MINUTES. UNOCCUPIED LIGHTING LEVELS SHALL BE 20% OF OCCUPIED LEVELS. 3. ALL EXIT SIGNAGE SHALL BE FED FROM CIRCUITS SUPPORTED BY GENERATOR. 4. FIXTURES DESIGNATED WITH "EM" WILL BE CIRCUITED SEPARATELY AND SUPPORTED BY GENERATOR, PROVIDING EMERGENCY EGRESS LIGHTING. 5. NOTIFICATION DEVICES IN APARTMENTS SHALL TIE INTO BUILDING FIRE ALARM SYSTEM TO ALERT RESIDENTS UPON INITIATION OF BUILDING FIRE ALARM. MULTISTATION SMOKE ALARMS IN APARTMENTS SHALL BE INDEPENDENT OF BUILDING FIRE ALARM SYSTEM AND ONLY SOUND UPON DETECTION OF SMOKE. 6. COORDINATE ALL POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS. 7. CORRIDOR LIGHTING TO BE HARDWIRED TO HIGH/LOW STANDALONE DIMMINGOCCUPANCY CONTROL WITH 0-10V AND/OR PHASE DIMMING CONTROL AS REQUIRED, TIMEOUT AND LOW END OUTPUT TO BE FIELD ADJUSTABLE. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 1 / 1E415 / 1E413 / 1E414 / 1E412 1 1 800TBM5M5M5M5 M5 M4 M5 refer to unit 231 sheet E406 refer to unit 232 sheet E406 refer to unit 233 sheet E406 refer to unit 234 sheet E406 refer to unit 201 sheet E406 refer to unit 226 sheet E410 HP-1 36 HP-1 38 HP-2 6 HP-2 7 HP-2 9 UNIT B3 326 NORTH STAIR UNIT D12 331 NORTH CORRIDOR 339 UNIT A11 332 UNIT A12 333 UNIT C2 334 ELEC/DATA 337 TRASH ROOM 335 ELEV 2 ELEV 1 ELEVATOR LOBBY 338 UNIT C1 301 CENTRAL STAIR SOUTH CORRIDOR 340 1 1 1 1 EC 2 1 1 1 3 HP-2 15 4 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 3RD FL CORE ENLRGD PLAN -PWR & DATA E411 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 THIRD FLOOR CORE ENLARGED PLAN -POWER & DATA KEYNOTE LEGEND Key ValueKeynote Text 1ALL RECEPTACLES WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TO PANEL SCHEDULES. 2PROVIDE EMERGENCY COMMUNICATIONS SYSTEM TO ALLOW COMMUNICATION BETWEEN EMERGENCY COMMUNICATIONS PANEL (ECP) LOCATED ADJACENT TO FIRE ALARM PANEL IN LOBBY, AND EMERGENCY CALL STATIONS AND SIGNS (EC) LOCATED ADJACENT TO ELEVATOR CALL BUTTONS ON ALL FLOORS. SYSTEM SHALL BE AS MANUFACTURED BY RATH COMMUNICATIONS AREA OF REFUGE SYSTEMS. SYSTEM SHALL CONSIST OF MAIN PANEL #2500-205FM (PAINTED BLACK), CALL BOX #2100-958NSR, POWER SUPPLY #2500-PWR24, SIGN#7078, AND ALL MISCELLANEOUS HARDWARE AND WIRING TO MAKE A COMPLETE SYSTEM. 3REFER TO UNIT D14 ON DRAWING E425 FOR TYPICAL BALCONY POWER REQUIRMENTS. WIRE 120V, 20A, RECEPTACLE ON BALCONY TO LOCAL APARTMENT PANEL. 4PROVIDE FIBEROPTIC BACKBONE FOR 10GB ETHERNET SWITCH. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 E411 GENERAL NOTES 1. MECHANICAL CONTRACTOR TO FURNISH AC DISCONNECT FOR ALL HVAC EQUIPMENT. ELECTRICAL CONTRACTOR TO INSTALL AND COMPLETE ELECTRICAL CONNECTIONS TO DISCONNECTS AND EQUIPMENT, TYPICAL OF ALL. 2. MOUNTING HEIGHTS OF DEVICES SHALL BE AS FOLLOWS IN ALL APARTMENTS, UNLESS OTHERWISE NOTED. MEASUREMENTS ARE TO CENTERLINE OF DEVICES: A. CONVENIENCE RECEPTACLES: 18" ABOVE FINISHED FLOOR B. ABOVE COUNTER CONVENIENCE RECEPTACLES: MAXIMUM 46" ABOVE FINISHED FLOOR C. ABOVE DESK CONVENIENCE RECEPTACLES: MAXIMUM 44" ABOVE FINISHED FLOOR D. LIGHT SWITCHES: MAXIMUM 48" ABOVE FINISHED FLOOR E. DEDICATED EQUIPMENT RECEPTACLES: a. ABOVE COUNTER: 44" ABOVE FINISHED FLOOR b. STANDARD: 18" ABOVE FINISHED FLOOR F. DATA AND TV CABLE RECEPTACLES: 18" ABOVE FINISHED FLOOR G. RANGE RECEPTACLE: 6" ABOVE FINISHED FLOOR 3.COORDINATE ALL CORRIDOR POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS 1 1 S P S P S P O S V S SP SP S P S P S P S P/CO SP S P SP / 1E415_R / 1E414_R / 1E413_R / 1E412_R 1 1 1 1 refer to unit 201 sheet E406 refer to unit 226 sheet E410 refer to unit 231 sheet E406 refer to unit 232 sheet E406 refer to unit 233 sheet E406 refer to unit 234 sheet E406 EX1 EX2 EX1 EX2 R R R R TS FS 2 P-GEN 1 P-GEN 3 3 S2 S2 S2 HP-2 10 HP-2 10 EX2 AWC AWC AWC AWC AWC AWC AWC AWCAWC AWC_B AWC AWC_B CLC CLC CLC CLC CLC CLC CLC ACLC CLC CLC CLCCLC AWC_B 4 UNIT B3 326 NORTH STAIR NORTH CORRIDOR 339 UNIT D12 331 UNIT A11 332 UNIT A12 333 UNIT C2 334 ELEC/DATA 337 TRASH ROOM 335 ELEVATOR LOBBY 338 ELEV 2 ELEV 1 CENTRAL STAIR UNIT C1 301 1 1 1 1 1 4 1 1 1 1 1 1 1 1 1 5 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 3RD FL CORE ENLRGD PLAN -LTG & FA E411_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 THIRD FLOOR CORE ENLARGED PLAN -LIGHTING & FIRE ALARM KEYNOTE LEGEND Key ValueKeynote Text 1ALL LIGHTING WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TO PANEL SCHEDULES. 2PROVIDE FIRE ALARM CONNECTION TO SPRINKLER SYSTEM TAMPER AND FLOW SWITCHES. COORDINATE WITH SPRINKLER CONTRACTOR. 3SMOKE DETECTOR LOCATED OUTSIDE TRASH CHUTES SHALL TIE INTO SOLENOID CONTROLLING DISCHARGE DOOR, CAUSING THE DOOR TO LOCK UPON ACTIVATION OF FIRE ALARM. 4ALL CORRIDOR AND OTHER EMERGENCY LIGHTING ON FLOORS 2-5 TO BE POWERED BY GENERATOR AS EMERGENCY EGRESS LIGHTING. REFER TO GENERATOR PANEL (P-GEN) SCHEDULE FOR CIRCUITING DETAILS. 5REFER TO UNIT D14 ON DRAWING E425_R FOR TYPICAL BALCONY LIGHTING REQUIRMENTS. WIRE BALCONY LIGHT AND RECEEPTACLE TO LINE SIDE OF LIVING ROOM LIGHT CIRCUIT. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 E411_R GENERAL NOTES 1. STAIR LIGHTING SHALL HAVE INTEGRATED OCCUPANCY SENSOR TO CONTROLINDIVIDUAL FIXTURE. FIXTURES SHALL DIM TO 25% LIGHT OUTPUT AFTER 5 MINUTES OF INACTIVITY. 2. OCCUPANCY SENSORS TO CONTROL ALL CORRIDOR LIGHTING. OCCUPANCY "ON-TIME" TO BE 5 MINUTES. UNOCCUPIED LIGHTING LEVELS SHALL BE 20% OF OCCUPIED LEVELS. 3. ALL EXIT SIGNAGE SHALL BE FED FROM CIRCUITS SUPPORTED BY GENERATOR. 4. FIXTURES DESIGNATED WITH "EM" WILL BE CIRCUITED SEPARATELY AND SUPPORTED BY GENERATOR, PROVIDING EMERGENCY EGRESS LIGHTING. 5. NOTIFICATION DEVICES IN APARTMENTS SHALL TIE INTO BUILDING FIRE ALARM SYSTEM TO ALERT RESIDENTS UPON INITIATION OF BUILDING FIRE ALARM. MULTISTATION SMOKE ALARMS IN APARTMENTS SHALL BE INDEPENDENT OF BUILDING FIRE ALARM SYSTEM AND ONLY SOUND UPON DETECTION OF SMOKE. 6. CORRIDOR LIGHTING TO BE HARDWIRED TO HIGH/LOW STANDALONE DIMMINGOCCUPANCY CONTROL WITH 0-10V AND/OR PHASE DIMMING CONTROL AS REQUIRED, TIMEOUT AND LOW END OUTPUT TO BE FIELD ADJUSTABLE. 7. COORDINATE ALL CORRIDOR POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS 1 1 AA / 1E413 / 1E411 1 refer to unit 202 sheet E407 refer to unit 203 sheet E407 refer to unit 212 sheet E408 refer to unit 205 sheet E407 refer to unit 206 sheet E407 refer to unit 207 sheet E407 refer to unit 208 sheet E407 refer to unit 209 sheet E407 HP-1 37 HP-2 82 UNIT A1 302 UNIT A2 303UNIT A3 304 TELECOM 336 UNIT A4 305 UNIT B1 309 UNIT D1 306 UNIT D2 307 EAST STAIR UNIT D3 308 1 1 11 33 3 3 HP-2 14 4 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 3RD FL EAST ENLRGD PLAN -PWR & DATA E412 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 THIRD FLOOR EAST ENLARGED PLAN -POWER & DATA KEYNOTE LEGEND Key ValueKeynote Text 1ALL RECEPTACLES WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TO PANEL SCHEDULES. 2PROVIDE 3/4" PAINTED PLYWOOD BACK BOARD FOR TELECOM DISTRIBUTION EQUIPMENT AT EACH FLOOR. MOUNT RECEPTACLES ABOVE PLYWOOD. COORDINATE POWER REQUIREMENTS WITH SERVICE PROVIDER. 3REFER TO UNIT D14 ON DRAWING E425 FOR TYPICAL BALCONY POWER REQUIRMENTS. WIRE 120V, 20A, RECEPTACLE ON BALCONY TO LOCAL APARTMENT PANEL. 4PROVIDE FIBEROPTIC BACKBONE FOR 10GB ETHERNET SWITCH. E412 GENERAL NOTES 1. MECHANICAL CONTRACTOR TO FURNISH AC DISCONNECT FOR ALL HVAC EQUIPMENT. ELECTRICAL CONTRACTOR TO INSTALL AND COMPLETE ELECTRICAL CONNECTIONS TO DISCONNECTS AND EQUIPMENT, TYPICAL OF ALL. 2. MOUNTING HEIGHTS OF DEVICES SHALL BE AS FOLLOWS IN ALL APARTMENTS, UNLESS OTHERWISE NOTED. MEASUREMENTS ARE TO CENTERLINE OF DEVICES: A. CONVENIENCE RECEPTACLES: 18" ABOVE FINISHED FLOOR B. ABOVE COUNTER CONVENIENCE RECEPTACLES: MAXIMUM 46" ABOVE FINISHED FLOOR C. ABOVE DESK CONVENIENCE RECEPTACLES: MAXIMUM 44" ABOVE FINISHED FLOOR D. LIGHT SWITCHES: MAXIMUM 48" ABOVE FINISHED FLOOR E. DEDICATED EQUIPMENT RECEPTACLES: a. ABOVE COUNTER: 44" ABOVE FINISHED FLOOR b. STANDARD: 18" ABOVE FINISHED FLOOR F. DATA AND TV CABLE RECEPTACLES: 18" ABOVE FINISHED FLOOR G. RANGE RECEPTACLE: 6" ABOVE FINISHED FLOOR 3.COORDINATE ALL CORRIDOR POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 11 11 1 S P V S SP S P S P S P S P S P / 1E413_R / 1E411_R 1 1 refer to unit 202 sheet E407refer to unit 203 sheet E407refer to unit 212 sheet E408 refer to unit 205 sheet E407 refer to unit 206 sheet E407 refer to unit 207 sheet E407 refer to unit 208 sheet E407 refer to unit 209 sheet E407 EX1 EX1 R R P-GEN 2 S1 HP-2 10 AWC AWC AWC AWC AWC AWCAWC AWCAWC AWC AWC AWC AWC_B CLC CLC CLC CLC 2 TELECOM 336 UNIT A1 302 UNIT A2 303 UNIT A3 304 UNIT A4 305 UNIT B1 309 UNIT D1 306EAST STAIRUNIT D2 307 UNIT D3 308 SOUTH CORRIDOR 340 1 1 1 11 1 33 3 3 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 3RD FL EAST ENLRGD PLAN -LTG & FA E412_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 THIRD FLOOR EAST ENLARGED PLAN -LIGHTING & FIRE ALARM KEYNOTE LEGEND Key ValueKeynote Text 1ALL LIGHTING WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TO PANEL SCHEDULES. 2ALL CORRIDOR AND OTHER EMERGENCY LIGHTING ON FLOORS 2-5 TO BE POWERED BY GENERATOR AS EMERGENCY EGRESS LIGHTING. REFER TO GENERATOR PANEL (P-GEN) SCHEDULE FOR CIRCUITING DETAILS. 3REFER TO UNIT D14 ON DRAWING E425_R FOR TYPICAL BALCONY LIGHTING REQUIRMENTS. WIRE BALCONY LIGHT AND RECEEPTACLE TO LINE SIDE OF LIVING ROOM LIGHT CIRCUIT. E412_R GENERAL NOTES 1. STAIR LIGHTING SHALL HAVE INTEGRATED OCCUPANCY SENSOR TO CONTROLINDIVIDUAL FIXTURE. FIXTURES SHALL DIM TO 25% LIGHT OUTPUT AFTER 5 MINUTES OF INACTIVITY. 2. OCCUPANCY SENSORS TO CONTROL ALL CORRIDOR LIGHTING. OCCUPANCY "ON-TIME" TO BE 5 MINUTES. UNOCCUPIED LIGHTING LEVELS SHALL BE 20% OF OCCUPIED LEVELS. 3. ALL EXIT SIGNAGE SHALL BE FED FROM CIRCUITS SUPPORTED BY GENERATOR. 4. FIXTURES DESIGNATED WITH "EM" WILL BE CIRCUITED SEPARATELY AND SUPPORTED BY GENERATOR, PROVIDING EMERGENCY EGRESS LIGHTING. 5. NOTIFICATION DEVICES IN APARTMENTS SHALL TIE INTO BUILDING FIRE ALARM SYSTEM TO ALERT RESIDENTS UPON INITIATION OF BUILDING FIRE ALARM. MULTISTATION SMOKE ALARMS IN APARTMENTS SHALL BE INDEPENDENT OF BUILDING FIRE ALARM SYSTEM AND ONLY SOUND UPON DETECTION OF SMOKE. 6. CORRIDOR LIGHTING TO BE HARDWIRED TO HIGH/LOW STANDALONE DIMMINGOCCUPANCY CONTROL WITH 0-10V AND/OR PHASE DIMMING CONTROL AS REQUIRED, TIMEOUT AND LOW END OUTPUT TO BE FIELD ADJUSTABLE.. 7. COORDINATE ALL CORRIDOR POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 11 11 1 / 1E414 / 1E411/ 1E412 refer to unit 210 sheet E408 refer to unit 211 sheet E408 refer to unit 212 sheet E408 refer to unit 213 sheet E408 refer to unit 212 sheet E408 refer to unit 213 sheet E408 refer to unit 212 sheet E408 refer to unit 213 sheet E408 HP-2 6 UNIT D4 310 UNIT A5 311 UNIT A6 312 SOUTH CORRIDOR 340 UNIT A7 313 UNIT A6 314 UNIT A7 315 UNIT A6 316 UNIT A8 317 11 1 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 3RD FL SOUTH ENLRGD PLAN -PWR & DATA E413 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 THIRD FLOOR SOUTH ENLARGED PLAN -POWER & DATA E413 GENERAL NOTES 1. MECHANICAL CONTRACTOR TO FURNISH AC DISCONNECT FOR ALL HVAC EQUIPMENT. ELECTRICAL CONTRACTOR TO INSTALL AND COMPLETE ELECTRICAL CONNECTIONS TO DISCONNECTS AND EQUIPMENT, TYPICAL OF ALL. 2. MOUNTING HEIGHTS OF DEVICES SHALL BE AS FOLLOWS IN ALL APARTMENTS, UNLESS OTHERWISE NOTED. MEASUREMENTS ARE TO CENTERLINE OF DEVICES: A. CONVENIENCE RECEPTACLES: 18" ABOVE FINISHED FLOOR B. ABOVE COUNTER CONVENIENCE RECEPTACLES: MAXIMUM 46" ABOVE FINISHED FLOOR C. ABOVE DESK CONVENIENCE RECEPTACLES: MAXIMUM 44" ABOVE FINISHED FLOOR D. LIGHT SWITCHES: MAXIMUM 48" ABOVE FINISHED FLOOR E. DEDICATED EQUIPMENT RECEPTACLES: a. ABOVE COUNTER: 44" ABOVE FINISHED FLOOR b. STANDARD: 18" ABOVE FINISHED FLOOR F. DATA AND TV CABLE RECEPTACLES: 18" ABOVE FINISHED FLOOR G. RANGE RECEPTACLE: 6" ABOVE FINISHED FLOOR 3.COORDINATE ALL CORRIDOR POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET V S S P/CO S PS PS P / 1E414_R / 1E411_R refer to unit 210 sheet E408 refer to unit 211 sheet E408 refer to unit 212 sheet E408 refer to unit 213 sheet E408 refer to unit 212 sheet E408 refer to unit 213 sheet E408 refer to unit 212 sheet E408 refer to unit 213 sheet E408 EX2 HP-2 10 EX2 AWC AWC AWC AWC AWCAWC AWCAWC AWCAWCAWC AWC AWC_B CLC CLCCLC CLC UNIT A8 317 UNIT A6 316 UNIT A7 315 UNIT A6 314 UNIT A7 313 UNIT A6 312 UNIT A5 311 UNIT D4 310 1 11 1 11 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 3RD FL SOUTH ENLRGD PLAN -LTG & FA E413_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 THIRD FLOOR SOUTH ENLARGED PLAN -LIGHTING & FIRE ALARM KEYNOTE LEGEND Key ValueKeynote Text E413_R GENERAL NOTES 1. STAIR LIGHTING SHALL HAVE INTEGRATED OCCUPANCY SENSOR TO CONTROLINDIVIDUAL FIXTURE. FIXTURES SHALL DIM TO 25% LIGHT OUTPUT AFTER 5 MINUTES OF INACTIVITY. 2. OCCUPANCY SENSORS TO CONTROL ALL CORRIDOR LIGHTING. OCCUPANCY "ON-TIME" TO BE 5 MINUTES. UNOCCUPIED LIGHTING LEVELS SHALL BE 20% OF OCCUPIED LEVELS. 3. ALL EXIT SIGNAGE SHALL BE FED FROM CIRCUITS SUPPORTED BY GENERATOR. 4. FIXTURES DESIGNATED WITH "EM" WILL BE CIRCUITED SEPARATELY AND SUPPORTED BY GENERATOR, PROVIDING EMERGENCY EGRESS LIGHTING. 5. NOTIFICATION DEVICES IN APARTMENTS SHALL TIE INTO BUILDING FIRE ALARM SYSTEM TO ALERT RESIDENTS UPON INITIATION OF BUILDING FIRE ALARM. MULTISTATION SMOKE ALARMS IN APARTMENTS SHALL BE INDEPENDENT OF BUILDING FIRE ALARM SYSTEM AND ONLY SOUND UPON DETECTION OF SMOKE. 6. CORRIDOR LIGHTING TO BE HARDWIRED TO HIGH/LOW STANDALONE DIMMINGOCCUPANCY CONTROL WITH 0-10V AND/OR PHASE DIMMING CONTROL AS REQUIRED, TIMEOUT AND LOW END OUTPUT TO BE FIELD ADJUSTABLE. 7. COORDINATE ALL CORRIDOR POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET / 1E413 / 1E411 refer to unit 218 sheet E409 refer to unit 219 sheet E409 refer to unit 220 sheet E409 refer to unit 221 sheet E409 refer to unit 202 sheet E407refer to unit 203 sheet E407 refer to unit 202 sheet E407refer to unit 223 sheet E409 UNIT D5 318 UNIT A14 325 UNIT A13 324 UNIT A14 323 UNIT A13 322 UNIT D7 321 UNIT D6 320 UNIT B2 319 1 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 3RD FL WEST ENLRGD PLAN -PWR & DATA E414 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 THIRD FLOOR WEST ENLARGED PLAN -POWER & DATA E414 GENERAL NOTES 1. MECHANICAL CONTRACTOR TO FURNISH AC DISCONNECT FOR ALL HVAC EQUIPMENT. ELECTRICAL CONTRACTOR TO INSTALL AND COMPLETE ELECTRICAL CONNECTIONS TO DISCONNECTS AND EQUIPMENT, TYPICAL OF ALL. 2. MOUNTING HEIGHTS OF DEVICES SHALL BE AS FOLLOWS IN ALL APARTMENTS, UNLESS OTHERWISE NOTED. MEASUREMENTS ARE TO CENTERLINE OF DEVICES: A. CONVENIENCE RECEPTACLES: 18" ABOVE FINISHED FLOOR B. ABOVE COUNTER CONVENIENCE RECEPTACLES: MAXIMUM 46" ABOVE FINISHED FLOOR C. ABOVE DESK CONVENIENCE RECEPTACLES: MAXIMUM 44" ABOVE FINISHED FLOOR D. LIGHT SWITCHES: MAXIMUM 48" ABOVE FINISHED FLOOR E. DEDICATED EQUIPMENT RECEPTACLES: a. ABOVE COUNTER: 44" ABOVE FINISHED FLOOR b. STANDARD: 18" ABOVE FINISHED FLOOR F. DATA AND TV CABLE RECEPTACLES: 18" ABOVE FINISHED FLOOR G. RANGE RECEPTACLE: 6" ABOVE FINISHED FLOOR 3. COORDINATE ALL CORRIDOR POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 S PS P / 1E411_R / 1E413_R refer to unit 218 sheet E409 refer to unit 219 sheet E409 refer to unit 220 sheet E409 refer to unit 221 sheet E409 refer to unit 202 sheet E407refer to unit 203 sheet E407refer to unit 202 sheet E407refer to unit 223 sheet E409 AWC AWCAWC AWC AWCAWC AWCAWCAWC_B CLCCLC1 UNIT A14 325 UNIT A13 324 UNIT A14 323 UNIT A13 322 UNIT D7 321 UNIT D6 320 UNIT B2 319 UNIT D5 318 1 1 1 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 3RD FL WEST ENLRGD PLAN -LTG & FA E414_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 THIRD FLOOR WEST ENLARGED PLAN -LIGHTING & FIRE ALARM E414_R GENERAL NOTES 1. STAIR LIGHTING SHALL HAVE INTEGRATED OCCUPANCY SENSOR TO CONTROLINDIVIDUAL FIXTURE. FIXTURES SHALL DIM TO 25% LIGHT OUTPUT AFTER 5 MINUTES OF INACTIVITY. 2. OCCUPANCY SENSORS TO CONTROL ALL CORRIDOR LIGHTING. OCCUPANCY "ON-TIME" TO BE 5 MINUTES. UNOCCUPIED LIGHTING LEVELS SHALL BE 20% OF OCCUPIED LEVELS. 3. ALL EXIT SIGNAGE SHALL BE FED FROM CIRCUITS SUPPORTED BY GENERATOR. 4. FIXTURES DESIGNATED WITH "EM" WILL BE CIRCUITED SEPARATELY AND SUPPORTED BY GENERATOR, PROVIDING EMERGENCY EGRESS LIGHTING. 5. NOTIFICATION DEVICES IN APARTMENTS SHALL TIE INTO BUILDING FIRE ALARM SYSTEM TO ALERT RESIDENTS UPON INITIATION OF BUILDING FIRE ALARM. MULTISTATION SMOKE ALARMS IN APARTMENTS SHALL BE INDEPENDENT OF BUILDING FIRE ALARM SYSTEM AND ONLY SOUND UPON DETECTION OF SMOKE. 6. CORRIDOR LIGHTING TO BE HARDWIRED TO HIGH/LOW STANDALONE DIMMINGOCCUPANCY CONTROL WITH 0-10V AND/OR PHASE DIMMING CONTROL AS REQUIRED, TIMEOUT AND LOW END OUTPUT TO BE FIELD ADJUSTABLE. 7. COORDINATE ALL CORRIDOR POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET KEYNOTE LEGEND Key ValueKeynote Text 1ALL CORRIDOR AND OTHER EMERGENCY LIGHTING ON FLOORS 2-5 TO BE POWERED BY GENERATOR AS EMERGENCY EGRESS LIGHTING. REFER TO GENERATOR PANEL (P-GEN) SCHEDULE FOR CIRCUITING DETAILS. 1 / 1E411 1 refer to unit 226 sheet E410 refer to unit 227 sheet E410 refer to unit 228 sheet E410 refer to unit 229 sheet E410 refer to unit 230 sheet E410 HP-1 38 UNIT D9 328 UNIT D10 329 UNIT D11 330 UNIT D8 327 UNIT B3 326 MAINTENANCE CLOSET 338 NORTH STAIR 1 1 1 2 22 2 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 3RD FL NORTH ENLRGD PLAN -PWR & DATA E415 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 THIRD FLOOR NORTH ENLARGED PLAN -POWER & DATA KEYNOTE LEGEND Key ValueKeynote Text 1ALL RECEPTACLES WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TO PANEL SCHEDULES. 2REFER TO UNIT D14 ON DRAWING E425 FOR TYPICAL BALCONY POWER REQUIRMENTS. WIRE 120V, 20A, RECEPTACLE ON BALCONY TO LOCAL APARTMENT PANEL. E415 GENERAL NOTES 1. MECHANICAL CONTRACTOR TO FURNISH AC DISCONNECT FOR ALL HVAC EQUIPMENT. ELECTRICAL CONTRACTOR TO INSTALL AND COMPLETE ELECTRICAL CONNECTIONS TO DISCONNECTS AND EQUIPMENT, TYPICAL OF ALL. 2. MOUNTING HEIGHTS OF DEVICES SHALL BE AS FOLLOWS IN ALL APARTMENTS, UNLESS OTHERWISE NOTED. MEASUREMENTS ARE TO CENTERLINE OF DEVICES: A. CONVENIENCE RECEPTACLES: 18" ABOVE FINISHED FLOOR B. ABOVE COUNTER CONVENIENCE RECEPTACLES: MAXIMUM 46" ABOVE FINISHED FLOOR C. ABOVE DESK CONVENIENCE RECEPTACLES: MAXIMUM 44" ABOVE FINISHED FLOOR D. LIGHT SWITCHES: MAXIMUM 48" ABOVE FINISHED FLOOR E. DEDICATED EQUIPMENT RECEPTACLES: a. ABOVE COUNTER: 44" ABOVE FINISHED FLOOR b. STANDARD: 18" ABOVE FINISHED FLOOR F. DATA AND TV CABLE RECEPTACLES: 18" ABOVE FINISHED FLOOR G. RANGE RECEPTACLE: 6" ABOVE FINISHED FLOOR 3.COORDINATE ALL CORRIDOR POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 1 1 1 1 1 S P S P S P S P SP / 1E411_R 1 1 refer to unit 226 sheet E410 refer to unit 227 sheet E410 refer to unit 228 sheet E410 refer to unit 229 sheet E410 refer to unit 230 sheet E410 EX1 EX2 R R P-GEN 1 AWC AWC AWC AWC AWC AWC AWC_B CLC CLC CLC CLC AWC_B 2 UNIT D9 328 UNIT D10 329 UNIT D8 327 UNIT D11 330 UNIT B3 326 NORTH STAIR NORTH CORRIDOR 339 MAINTENANCE CLOSET 338 1 1 1 1 1 1 3 3 3 3 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 3RD FL NORTH ENLRGD PLAN -LTG & FA E415_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 THIRD FLOOR NORTH ENLARGED PLAN -LIGHTING & FIRE ALARM KEYNOTE LEGEND Key ValueKeynote Text 1ALL LIGHTING WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TO PANEL SCHEDULES. 2ALL CORRIDOR AND OTHER EMERGENCY LIGHTING ON FLOORS 2-5 TO BE POWERED BY GENERATOR AS EMERGENCY EGRESS LIGHTING. REFER TO GENERATOR PANEL (P-GEN) SCHEDULE FOR CIRCUITING DETAILS. 3REFER TO UNIT D14 ON DRAWING E425_R FOR TYPICAL BALCONY LIGHTING REQUIRMENTS. WIRE BALCONY LIGHT AND RECEEPTACLE TO LINE SIDE OF LIVING ROOM LIGHT CIRCUIT. E415_R GENERAL NOTES 1. STAIR LIGHTING SHALL HAVE INTEGRATED OCCUPANCY SENSOR TO CONTROLINDIVIDUAL FIXTURE. FIXTURES SHALL DIM TO 25% LIGHT OUTPUT AFTER 5 MINUTES OF INACTIVITY. 2. OCCUPANCY SENSORS TO CONTROL ALL CORRIDOR LIGHTING. OCCUPANCY "ON-TIME" TO BE 5 MINUTES. UNOCCUPIED LIGHTING LEVELS SHALL BE 20% OF OCCUPIED LEVELS. 3. ALL EXIT SIGNAGE SHALL BE FED FROM CIRCUITS SUPPORTED BY GENERATOR. 4. FIXTURES DESIGNATED WITH "EM" WILL BE CIRCUITED SEPARATELY AND SUPPORTED BY GENERATOR, PROVIDING EMERGENCY EGRESS LIGHTING. 5. NOTIFICATION DEVICES IN APARTMENTS SHALL TIE INTO BUILDING FIRE ALARM SYSTEM TO ALERT RESIDENTS UPON INITIATION OF BUILDING FIRE ALARM. MULTISTATION SMOKE ALARMS IN APARTMENTS SHALL BE INDEPENDENT OF BUILDING FIRE ALARM SYSTEM AND ONLY SOUND UPON DETECTION OF SMOKE. 6. CORRIDOR LIGHTING TO BE HARDWIRED TO HIGH/LOW STANDALONE DIMMINGOCCUPANCY CONTROL WITH 0-10V AND/OR PHASE DIMMING CONTROL AS REQUIRED, TIMEOUT AND LOW END OUTPUT TO BE FIELD ADJUSTABLE. 7. COORDINATE ALL CORRIDOR POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 1 1 1 1 1 / 1E417 / 1E419 / 1E418 / 1E420 1 1 800TBM5M5M5M5M5 M4 M3 HP-4 refer to unit 231 sheet E406 refer to unit 232 sheet E406 refer to unit 233 sheet E406 refer to unit 234 sheet E406 refer to unit 201 sheet E406 refer to unit 226 sheet E410 HP-1 38 HP-1 36 2 UNIT B3 426 NORTH STAIR NORTH CORRIDOR 439 UNIT D12 431 UNIT A11 432 UNIT A12 433 UNIT C2 434 ELEC/DATA 437 TRASH ROOM 435 ELEV 2 ELEV 1 ELEVATOR LOBBY 438 CENTRAL STAIR UNIT C1 401 1 1 1 1 1 EC 1 3 HP-4 2 HP-4 15 4 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 4TH FL CORE ENLRGD PLAN -PWR & DATA E416 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 FOURTH FLOOR CORE ENLARGED PLAN -POWER & DATA KEYNOTE LEGEND Key ValueKeynote Text 1ALL RECEPTACLES WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TO PANEL SCHEDULES. 2PROVIDE EMERGENCY COMMUNICATIONS SYSTEM TO ALLOW COMMUNICATION BETWEEN EMERGENCY COMMUNICATIONS PANEL (ECP) LOCATED ADJACENT TO FIRE ALARM PANEL IN LOBBY, AND EMERGENCY CALL STATIONS AND SIGNS (EC) LOCATED ADJACENT TO ELEVATOR CALL BUTTONS ON ALL FLOORS. SYSTEM SHALL BE AS MANUFACTURED BY RATH COMMUNICATIONS AREA OF REFUGE SYSTEMS. SYSTEM SHALL CONSIST OF MAIN PANEL #2500-205FM (PAINTED BLACK), CALL BOX #2100-958NSR, POWER SUPPLY #2500-PWR24, SIGN#7078, AND ALL MISCELLANEOUS HARDWARE AND WIRING TO MAKE A COMPLETE SYSTEM. 3REFER TO UNIT D14 ON DRAWING E425 FOR TYPICAL BALCONY POWER REQUIRMENTS. WIRE 120V, 20A, RECEPTACLE ON BALCONY TO LOCAL APARTMENT PANEL. 4PROVIDE FIBEROPTIC BACKBONE FOR 10GB ETHERNET SWITCH. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 E416 GENERAL NOTES 1. MECHANICAL CONTRACTOR TO FURNISH AC DISCONNECT FOR ALL HVAC EQUIPMENT. ELECTRICAL CONTRACTOR TO INSTALL AND COMPLETE ELECTRICAL CONNECTIONS TO DISCONNECTS AND EQUIPMENT, TYPICAL OF ALL. 2. MOUNTING HEIGHTS OF DEVICES SHALL BE AS FOLLOWS IN ALL APARTMENTS, UNLESS OTHERWISE NOTED. MEASUREMENTS ARE TO CENTERLINE OF DEVICES: A. CONVENIENCE RECEPTACLES: 18" ABOVE FINISHED FLOOR B. ABOVE COUNTER CONVENIENCE RECEPTACLES: MAXIMUM 46" ABOVE FINISHED FLOOR C. ABOVE DESK CONVENIENCE RECEPTACLES: MAXIMUM 44" ABOVE FINISHED FLOOR D. LIGHT SWITCHES: MAXIMUM 48" ABOVE FINISHED FLOOR E. DEDICATED EQUIPMENT RECEPTACLES: a. ABOVE COUNTER: 44" ABOVE FINISHED FLOOR b. STANDARD: 18" ABOVE FINISHED FLOOR F. DATA AND TV CABLE RECEPTACLES: 18" ABOVE FINISHED FLOOR G. RANGE RECEPTACLE: 6" ABOVE FINISHED FLOOR 3.COORDINATE ALL CORRIDOR POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS 1 1 S P S P V S O S S P S P S P S P S P/CO SP S P S P SP / 1E420_R / 1E420_R / 1E419_R / 1E417_R 1 1 1 1 refer to unit 201 sheet E406 refer to unit 226 sheet E410 refer to unit 231 sheet E406 refer to unit 232 sheet E406 refer to unit 233 sheet E406 refer to unit 234 sheet E406 EX2 EX1 EX2 EX1 R R R R TS FS 2 P-GEN 1 P-GEN 3 HP-4 S2 S2 EM S2 3 HP-4 5 HP-4 5 EX2 AWC AWC AWC AWC AWC AWC AWC AWCAWC AWC_B AWC_B CLC CLC CLC CLC CLC CLC CLC CLC CLC ACLC CLCCLC AWC_B 4 UNIT B3 426 NORTH CORRIDOR 439 UNIT D12 431 UNIT A11 432 UNIT A12 433 UNIT C2 434 ELEC/DATA 437 TRASH ROOM 435 ELEV 2 ELEV 1 ELEVATOR LOBBY 438 CENTRAL STAIR UNIT C1 401 4 NORTH STAIR P-GEN 13 4 1 1 1 1 1 1 1 11 1 1 1 1 1 5 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 4TH FL CORE ENLRGD PLAN -LTG & FA E416_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 FOURTH FLOOR CORE ENLARGED PLAN -LIGHTING & FIRE ALARM KEYNOTE LEGEND Key ValueKeynote Text 1ALL LIGHTING WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TO PANEL SCHEDULES. 2PROVIDE FIRE ALARM CONNECTION TO SPRINKLER SYSTEM TAMPER AND FLOW SWITCHES. COORDINATE WITH SPRINKLER CONTRACTOR. 3SMOKE DETECTOR LOCATED OUTSIDE TRASH CHUTES SHALL TIE INTO SOLENOID CONTROLLING DISCHARGE DOOR, CAUSING THE DOOR TO LOCK UPON ACTIVATION OF FIRE ALARM. 4ALL CORRIDOR AND OTHER EMERGENCY LIGHTING ON FLOORS 2-5 TO BE POWERED BY GENERATOR AS EMERGENCY EGRESS LIGHTING. REFER TO GENERATOR PANEL (P-GEN) SCHEDULE FOR CIRCUITING DETAILS. 5REFER TO UNIT D14 ON DRAWING E425_R FOR TYPICAL BALCONY LIGHTING REQUIRMENTS. WIRE BALCONY LIGHT AND RECEEPTACLE TO LINE SIDE OF LIVING ROOM LIGHT CIRCUIT. E416_R GENERAL NOTES 1. STAIR LIGHTING SHALL HAVE INTEGRATED OCCUPANCY SENSOR TO CONTROLINDIVIDUAL FIXTURE. FIXTURES SHALL DIM TO 25% LIGHT OUTPUT AFTER 5 MINUTES OF INACTIVITY. 2. OCCUPANCY SENSORS TO CONTROL ALL CORRIDOR LIGHTING. OCCUPANCY "ON-TIME" TO BE 5 MINUTES. UNOCCUPIED LIGHTING LEVELS SHALL BE 20% OF OCCUPIED LEVELS. 3. ALL EXIT SIGNAGE SHALL BE FED FROM CIRCUITS SUPPORTED BY GENERATOR. 4. FIXTURES DESIGNATED WITH "EM" WILL BE CIRCUITED SEPARATELY AND SUPPORTED BY GENERATOR, PROVIDING EMERGENCY EGRESS LIGHTING. 5. NOTIFICATION DEVICES IN APARTMENTS SHALL TIE INTO BUILDING FIRE ALARM SYSTEM TO ALERT RESIDENTS UPON INITIATION OF BUILDING FIRE ALARM. MULTISTATION SMOKE ALARMS IN APARTMENTS SHALL BE INDEPENDENT OF BUILDING FIRE ALARM SYSTEM AND ONLY SOUND UPON DETECTION OF SMOKE. 6. CORRIDOR LIGHTING TO BE HARDWIRED TO HIGH/LOW STANDALONE DIMMINGOCCUPANCY CONTROL WITH 0-10V AND/OR PHASE DIMMING CONTROL AS REQUIRED, TIMEOUT AND LOW END OUTPUT TO BE FIELD ADJUSTABLE. 7. COORDINATE ALL CORRIDOR POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 1 1 AA / 1E418 / 1E416 1 refer to unit 202 sheet E407 refer to unit 203 sheet E407refer to unit 212 sheet E408 refer to unit 205 sheet E407 refer to unit 206 sheet E407 refer to unit 207 sheet E407 refer to unit 208 sheet E407 refer to unit 209 sheet E407 HP-1 37 HP-4 3 2 UNIT A1 402 UNIT A2 403 UNIT A3 404 UNIT A4 405 UNIT B1 409 UNIT D1 406 EAST STAIR UNIT D2 407 UNIT D3 408 SOUTH CORRIDOR 440 TELECOM 436 1 1 1 1 1 1 1 1 33 33 HP-4 14 4 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 4TH FL EAST ENLRGD PLAN -PWR & DATA E417 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 FOURTH FLOOR EAST ENLARGED PLAN -POWER & DATA KEYNOTE LEGEND Key ValueKeynote Text 1ALL RECEPTACLES WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TO PANEL SCHEDULES. 2PROVIDE 3/4" PAINTED PLYWOOD BACK BOARD FOR TELECOM DISTRIBUTION EQUIPMENT AT EACH FLOOR. MOUNT RECEPTACLES ABOVE PLYWOOD. COORDINATE POWER REQUIREMENTS WITH SERVICE PROVIDER. 3REFER TO UNIT D14 ON DRAWING E425 FOR TYPICAL BALCONY POWER REQUIRMENTS. WIRE 120V, 20A, RECEPTACLE ON BALCONY TO LOCAL APARTMENT PANEL. 4PROVIDE FIBEROPTIC BACKBONE FOR 10GB ETHERNET SWITCH. E417 GENERAL NOTES 1. MECHANICAL CONTRACTOR TO FURNISH AC DISCONNECT FOR ALL HVAC EQUIPMENT. ELECTRICAL CONTRACTOR TO INSTALL AND COMPLETE ELECTRICAL CONNECTIONS TO DISCONNECTS AND EQUIPMENT, TYPICAL OF ALL. 2. MOUNTING HEIGHTS OF DEVICES SHALL BE AS FOLLOWS IN ALL APARTMENTS, UNLESS OTHERWISE NOTED. MEASUREMENTS ARE TO CENTERLINE OF DEVICES: A. CONVENIENCE RECEPTACLES: 18" ABOVE FINISHED FLOOR B. ABOVE COUNTER CONVENIENCE RECEPTACLES: MAXIMUM 46" ABOVE FINISHED FLOOR C. ABOVE DESK CONVENIENCE RECEPTACLES: MAXIMUM 44" ABOVE FINISHED FLOOR D. LIGHT SWITCHES: MAXIMUM 48" ABOVE FINISHED FLOOR E. DEDICATED EQUIPMENT RECEPTACLES: a. ABOVE COUNTER: 44" ABOVE FINISHED FLOOR b. STANDARD: 18" ABOVE FINISHED FLOOR F. DATA AND TV CABLE RECEPTACLES: 18" ABOVE FINISHED FLOOR G. RANGE RECEPTACLE: 6" ABOVE FINISHED FLOOR 3.COORDINATE ALL CORRIDOR POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 11 11 1 S P V S S P S P S P S P S P S P / 1E418_R / 1E416_R 1 1 refer to unit 202 sheet E407refer to unit 203 sheet E407refer to unit 212 sheet E408 refer to unit 205 sheet E407 refer to unit 206 sheet E407refer to unit 207 sheet E407 refer to unit 208 sheet E407 refer to unit 209 sheet E407 EX1 EX1 EX2 R R P-GEN 2 HP-4 5 AWC AWC AWC AWC AWC AWCAWC AWCAWC AWC AWC AWC AWC_B CLC CLC CLC 2 UNIT A1 402 UNIT A2 403 UNIT A3 404 TELECOM 436 UNIT A4 405 UNIT D1 406 UNIT D2 407 UNIT D3 408 UNIT B1 409 CLC 1 1 1 111 3 3 33 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 4TH FL EAST ENLRGD PLAN -LTG & FA E417_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 FOURTH FLOOR EAST ENLARGED PLAN -LIGHTING & FIRE ALARM KEYNOTE LEGEND Key ValueKeynote Text 1ALL LIGHTING WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TO PANEL SCHEDULES. 2ALL CORRIDOR AND OTHER EMERGENCY LIGHTING ON FLOORS 2-5 TO BE POWERED BY GENERATOR AS EMERGENCY EGRESS LIGHTING. REFER TO GENERATOR PANEL (P-GEN) SCHEDULE FOR CIRCUITING DETAILS. 3REFER TO UNIT D14 ON DRAWING E425_R FOR TYPICAL BALCONY LIGHTING REQUIRMENTS. WIRE BALCONY LIGHT AND RECEEPTACLE TO LINE SIDE OF LIVING ROOM LIGHT CIRCUIT. E417_R GENERAL NOTES 1. STAIR LIGHTING SHALL HAVE INTEGRATED OCCUPANCY SENSOR TO CONTROLINDIVIDUAL FIXTURE. FIXTURES SHALL DIM TO 25% LIGHT OUTPUT AFTER 5 MINUTES OF INACTIVITY. 2. OCCUPANCY SENSORS TO CONTROL ALL CORRIDOR LIGHTING. OCCUPANCY "ON-TIME" TO BE 5 MINUTES. UNOCCUPIED LIGHTING LEVELS SHALL BE 20% OF OCCUPIED LEVELS. 3. ALL EXIT SIGNAGE SHALL BE FED FROM CIRCUITS SUPPORTED BY GENERATOR. 4. FIXTURES DESIGNATED WITH "EM" WILL BE CIRCUITED SEPARATELY AND SUPPORTED BY GENERATOR, PROVIDING EMERGENCY EGRESS LIGHTING. 5. NOTIFICATION DEVICES IN APARTMENTS SHALL TIE INTO BUILDING FIRE ALARM SYSTEM TO ALERT RESIDENTS UPON INITIATION OF BUILDING FIRE ALARM. MULTISTATION SMOKE ALARMS IN APARTMENTS SHALL BE INDEPENDENT OF BUILDING FIRE ALARM SYSTEM AND ONLY SOUND UPON DETECTION OF SMOKE. 6. CORRIDOR LIGHTING TO BE HARDWIRED TO HIGH/LOW STANDALONE DIMMINGOCCUPANCY CONTROL WITH 0-10V AND/OR PHASE DIMMING CONTROL AS REQUIRED, TIMEOUT AND LOW END OUTPUT TO BE FIELD ADJUSTABLE. 7. COORDINATE ALL CORRIDOR POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 1 / 1E419 / 1E416/ 1E417 refer to unit 210 sheet E408 refer to unit 211 sheet E408 refer to unit 212 sheet E408 refer to unit 213 sheet E408 refer to unit 212 sheet E408 refer to unit 213 sheet E408 refer to unit 212 sheet E408 refer to unit 213 sheet E408 SOUTH CORRIDOR 440 UNIT D4 410 UNIT A5 411 UNIT A6 412 UNIT A7 413 UNIT A6 414 UNIT A7 415 UNIT A6 416 UNIT A8 417 1 1 1 1 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 4TH FL SOUTH ENLRGD PLAN -PWR & DATA E418 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 FOURTH FLOOR SOUTH ENLARGED PLAN -POWER & DATA E418 GENERAL NOTES 1. MECHANICAL CONTRACTOR TO FURNISH AC DISCONNECT FOR ALL HVAC EQUIPMENT. ELECTRICAL CONTRACTOR TO INSTALL AND COMPLETE ELECTRICAL CONNECTIONS TO DISCONNECTS AND EQUIPMENT, TYPICAL OF ALL. 2. MOUNTING HEIGHTS OF DEVICES SHALL BE AS FOLLOWS IN ALL APARTMENTS, UNLESS OTHERWISE NOTED. MEASUREMENTS ARE TO CENTERLINE OF DEVICES: A. CONVENIENCE RECEPTACLES: 18" ABOVE FINISHED FLOOR B. ABOVE COUNTER CONVENIENCE RECEPTACLES: MAXIMUM 46" ABOVE FINISHED FLOOR C. ABOVE DESK CONVENIENCE RECEPTACLES: MAXIMUM 44" ABOVE FINISHED FLOOR D. LIGHT SWITCHES: MAXIMUM 48" ABOVE FINISHED FLOOR E. DEDICATED EQUIPMENT RECEPTACLES: a. ABOVE COUNTER: 44" ABOVE FINISHED FLOOR b. STANDARD: 18" ABOVE FINISHED FLOOR F. DATA AND TV CABLE RECEPTACLES: 18" ABOVE FINISHED FLOOR G. RANGE RECEPTACLE: 6" ABOVE FINISHED FLOOR 3.COORDINATE ALL CORRIDOR POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 S P/CO S PS PS P / 1E420_R / 1E419_R / 1E417_R refer to unit 210 sheet E408 refer to unit 211 sheet E408 refer to unit 212 sheet E408 refer to unit 213 sheet E408 refer to unit 212 sheet E408 refer to unit 213 sheet E408 refer to unit 212 sheet E408 refer to unit 213 sheet E408 EX2 RFS EX2 AWC AWC AWC AWC AWCAWC AWCAWC AWCAWCAWC AWC AWC_B CLC CLCCLC CLC UNIT D4 410 UNIT A5 411 UNIT A6 412 UNIT A7 413 UNIT A6 414 UNIT A7 415 UNIT A6 416 UNIT A8 417 1 1 1 11 1 111 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 4TH FL SOUTH ENLRGD PLAN -LTG & FA E418_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 FOURTH FLOOR SOUTH ENLARGED PLAN -LIGHTING & FIRE ALARM KEYNOTE LEGEND Key ValueKeynote Text 1ALL CORRIDOR AND OTHER EMERGENCY LIGHTING ON FLOORS 2-5 TO BE POWERED BY GENERATOR AS EMERGENCY EGRESS LIGHTING. REFER TO GENERATOR PANEL (P-GEN) SCHEDULE FOR CIRCUITING DETAILS. E418_R GENERAL NOTES 1. STAIR LIGHTING SHALL HAVE INTEGRATED OCCUPANCY SENSOR TO CONTROLINDIVIDUAL FIXTURE. FIXTURES SHALL DIM TO 25% LIGHT OUTPUT AFTER 5 MINUTES OF INACTIVITY. 2. OCCUPANCY SENSORS TO CONTROL ALL CORRIDOR LIGHTING. OCCUPANCY "ON-TIME" TO BE 5 MINUTES. UNOCCUPIED LIGHTING LEVELS SHALL BE 20% OF OCCUPIED LEVELS. 3. ALL EXIT SIGNAGE SHALL BE FED FROM CIRCUITS SUPPORTED BY GENERATOR. 4. FIXTURES DESIGNATED WITH "EM" WILL BE CIRCUITED SEPARATELY AND SUPPORTED BY GENERATOR, PROVIDING EMERGENCY EGRESS LIGHTING. 5. NOTIFICATION DEVICES IN APARTMENTS SHALL TIE INTO BUILDING FIRE ALARM SYSTEM TO ALERT RESIDENTS UPON INITIATION OF BUILDING FIRE ALARM. MULTISTATION SMOKE ALARMS IN APARTMENTS SHALL BE INDEPENDENT OF BUILDING FIRE ALARM SYSTEM AND ONLY SOUND UPON DETECTION OF SMOKE. 6. CORRIDOR LIGHTING TO BE HARDWIRED TO HIGH/LOW STANDALONE DIMMINGOCCUPANCY CONTROL WITH 0-10V AND/OR PHASE DIMMING CONTROL AS REQUIRED, TIMEOUT AND LOW END OUTPUT TO BE FIELD ADJUSTABLE. 7. COORDINATE ALL CORRIDOR POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 G A G A A G A G G G G A G A G A G A G AG A G A G A G G G W G W 1 1 1 1 1 A A G W 1 1 FC-2 1 1 / 1E418 / 1E416 FC-3 2 2 P422 P420 refer to unit 218 sheet E409 refer to unit 202 sheet E407refer to unit 203 sheet E407refer to unit 202 sheet E407 3 3 10" AFF FC-1 P420 2 10" AFF P420 13 P420 14 P420 9 P420 5 P420 4 P420 7 P420 6,8 P420 3 P420 10,12 P420 11 P420 15 FC-1 FC-3 P420 16 P420 17,19 P420 17,19 P420 17,19 10" AFF 10" AFF 10" AFF10" AFF 10" AFF 10" AFF P422 7 P422 9 P422 6,8 P422 3 P422 2 P422 10,12 P422 11 P422 1 P422 5 P422 13 P422 14,16 P422 15 10" AFF UNIT D5 418 UNIT D13 420 UNIT B4 422 UNIT A15 423 UNIT A13 424 UNIT A14 425 10" AFF CIRCUIT TO 20A BREAKER IN PANEL P418 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 4TH FL WEST ENLRGD PLAN -PWR & DATA E419 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 FOURTH FLOOR WEST ENLARGED PLAN -POWER & DATA KEYNOTE LEGEND Key ValueKeynote Text 1CONTRACTOR SHALL FURNISH AND INSTALL UNDER-SINK RECEPTACLE FOR CORD CONNECTED GARBAGE DISPOSAL/DISHWASHER. SWITCH LOCATED ABOVE COUNTER SHALL CONTROL LOWER PORTION OF RECEPTACLE. 2PROVIDE STRONG SM-RBX-EXT-14-WH IN-WALL VERSABOX IN EACH APARTMENT. ROUTE COAX CABLE FROM ELECTRICAL CLOSET ON EACH FLOOR TO EACH VERSABOX. PROVIDE CAT5 CABLE FROM VERSABOX TO EACH DATA LOCATION IN EACH APARTMENT. PROVIDE 15A POWER RECEPTACLE IN EACH BOX. 3RECEPTACLE FOR MICROWAVE/VENT HOOD TO MOUNTED AT 66" AFF, TYP OF ALL. COORDINATE MOUNTING OF RECEPTACLE WITH UPPER CABINETRY INSTALLATION. E419 GENERAL NOTES 1. MECHANICAL CONTRACTOR TO FURNISH AC DISCONNECT FOR ALL HVAC EQUIPMENT. ELECTRICAL CONTRACTOR TO INSTALL AND COMPLETE ELECTRICAL CONNECTIONS TO DISCONNECTS AND EQUIPMENT, TYPICAL OF ALL. 2. MOUNTING HEIGHTS OF DEVICES SHALL BE AS FOLLOWS IN ALL APARTMENTS, UNLESS OTHERWISE NOTED. MEASUREMENTS ARE TO CENTERLINE OF DEVICES: A. CONVENIENCE RECEPTACLES: 18" ABOVE FINISHED FLOOR B. ABOVE COUNTER CONVENIENCE RECEPTACLES: MAXIMUM 46" ABOVE FINISHED FLOOR C. ABOVE DESK CONVENIENCE RECEPTACLES: MAXIMUM 44" ABOVE FINISHED FLOOR D. LIGHT SWITCHES: MAXIMUM 48" ABOVE FINISHED FLOOR E. DEDICATED EQUIPMENT RECEPTACLES: a. ABOVE COUNTER: 44" ABOVE FINISHED FLOOR b. STANDARD: 18" ABOVE FINISHED FLOOR F. DATA AND TV CABLE RECEPTACLES: 18" ABOVE FINISHED FLOOR G. RANGE RECEPTACLE: 6" ABOVE FINISHED FLOOR 3.COORDINATE ALL CORRIDOR POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 1 1 S P 3 3 D D 3 3 S P S P S P S P S P S P S P J J J S P / 1E416_R UK UK UH UH UH UB UB UC UE US US UE UE UH UH UB UB UB UB UV UV UH UH UP UP UP UP UK UK UK UC US UV refer to unit 218 sheet E409 refer to unit 202 sheet E407refer to unit 203 sheet E407refer to unit 202 sheet E407 AWC AWC P420 P420 18 P422 P422 17 E2 E2 P422 17 AWCAWC AWC AWCAWC_B CLC CLC 1 UNIT D5 418 UNIT D13 420 UNIT B4 422 UNIT A15 423 UNIT A13 424 UNIT A14 425 SOUTH CORRIDOR 440 2 2 2 1 1 1 E2 TO LINE SIDE OF LIVING SPACE LIGHTING CIRCUIT 3 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 4TH FL WEST ENLRGD PLAN -LTG & FA E419_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 FOURTH FLOOR WEST ENLARGED PLAN -LIGHTING & FIRE ALARM E419_R GENERAL NOTES 1. STAIR LIGHTING SHALL HAVE INTEGRATED OCCUPANCY SENSOR TO CONTROLINDIVIDUAL FIXTURE. FIXTURES SHALL DIM TO 25% LIGHT OUTPUT AFTER 5 MINUTES OF INACTIVITY. 2. OCCUPANCY SENSORS TO CONTROL ALL CORRIDOR LIGHTING. OCCUPANCY "ON-TIME" TO BE 5 MINUTES. UNOCCUPIED LIGHTING LEVELS SHALL BE 20% OF OCCUPIED LEVELS. 3. ALL EXIT SIGNAGE SHALL BE FED FROM CIRCUITS SUPPORTED BY GENERATOR. 4. FIXTURES DESIGNATED WITH "EM" WILL BE CIRCUITED SEPARATELY AND SUPPORTED BY GENERATOR, PROVIDING EMERGENCY EGRESS LIGHTING. 5. NOTIFICATION DEVICES IN APARTMENTS SHALL TIE INTO BUILDING FIRE ALARM SYSTEM TO ALERT RESIDENTS UPON INITIATION OF BUILDING FIRE ALARM. MULTISTATION SMOKE ALARMS IN APARTMENTS SHALL BE INDEPENDENT OF BUILDING FIRE ALARM SYSTEM AND ONLY SOUND UPON DETECTION OF SMOKE. 6. CORRIDOR LIGHTING TO BE HARDWIRED TO HIGH/LOW STANDALONE DIMMINGOCCUPANCY CONTROL WITH 0-10V AND/OR PHASE DIMMING CONTROL AS REQUIRED, TIMEOUT AND LOW END OUTPUT TO BE FIELD ADJUSTABLE. 7. COORDINATE ALL CORRIDOR POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET KEYNOTE LEGEND Key ValueKeynote Text 1ALL CORRIDOR AND OTHER EMERGENCY LIGHTING ON FLOORS 2-5 TO BE POWERED BY GENERATOR AS EMERGENCY EGRESS LIGHTING. REFER TO GENERATOR PANEL (P-GEN) SCHEDULE FOR CIRCUITING DETAILS. 2PROVIDE WIRING AND BLANK COVER PLATE TO J-BOX LOCATIONS IN ALL BEDROOMS FOR FUTURE INSTALLATION OF BUILDING FIRE ALARM NOTIFICATION DEVICES. TYPICAL FOR ALL UNITS. 3EXTERIOR FIXTURE ONLY OCCURS IN UNIT 418. 1 1 1 / 1E416 1 refer to unit 226 sheet E410 refer to unit 227 sheet E410 refer to unit 228 sheet E410 refer to unit 229 sheet E410 refer to unit 230 sheet E410 HP-1 38 UNIT D9 428 UNIT D10 429 UNIT D11 430 UNIT D8 427 MAINTENANCE CLOSET 438 UNIT B3 426 NORTH STAIR 1 2 2 2 2 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 4TH FL NORTH ENLRGD PLAN -PWR & DATA E420 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 FOURTH FLOOR NORTH ENLARGED PLAN -POWER & DATA KEYNOTE LEGEND Key ValueKeynote Text 1ALL RECEPTACLES WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TO PANEL SCHEDULES. 2REFER TO UNIT D14 ON DRAWING E425 FOR TYPICAL BALCONY POWER REQUIRMENTS. WIRE 120V, 20A, RECEPTACLE ON BALCONY TO LOCAL APARTMENT PANEL. E420 GENERAL NOTES 1. MECHANICAL CONTRACTOR TO FURNISH AC DISCONNECT FOR ALL HVAC EQUIPMENT. ELECTRICAL CONTRACTOR TO INSTALL AND COMPLETE ELECTRICAL CONNECTIONS TO DISCONNECTS AND EQUIPMENT, TYPICAL OF ALL. 2. MOUNTING HEIGHTS OF DEVICES SHALL BE AS FOLLOWS IN ALL APARTMENTS, UNLESS OTHERWISE NOTED. MEASUREMENTS ARE TO CENTERLINE OF DEVICES: A. CONVENIENCE RECEPTACLES: 18" ABOVE FINISHED FLOOR B. ABOVE COUNTER CONVENIENCE RECEPTACLES: MAXIMUM 46" ABOVE FINISHED FLOOR C. ABOVE DESK CONVENIENCE RECEPTACLES: MAXIMUM 44" ABOVE FINISHED FLOOR D. LIGHT SWITCHES: MAXIMUM 48" ABOVE FINISHED FLOOR E. DEDICATED EQUIPMENT RECEPTACLES: a. ABOVE COUNTER: 44" ABOVE FINISHED FLOOR b. STANDARD: 18" ABOVE FINISHED FLOOR F. DATA AND TV CABLE RECEPTACLES: 18" ABOVE FINISHED FLOOR G. RANGE RECEPTACLE: 6" ABOVE FINISHED FLOOR 3.COORDINATE ALL CORRIDOR POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 1 1 1 1 1 S P S P SP S P S P / 1E416_R 1 1 refer to unit 226 sheet E410 refer to unit 227 sheet E410 refer to unit 228 sheet E410 refer to unit 229 sheet E410 refer to unit 230 sheet E410 EX2 EX1 R R P-GEN 1 AWC AWC AWC AWC AWC AWC_B CLC CLC CLC CLC AWC_B 2 UNIT D9 428 UNIT D10 429 UNIT D8 427 UNIT D11 430 MAINTENANCE CLOSET 438 UNIT B3 426 NORTH STAIR 1 1 1 1 1 1 3 3 3 3 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 4TH FL NORTH ENLRGD PLAN -LTG & FA E420_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 FOURTH FLOOR NORTH ENLARGED PLAN -LIGHTING & FIRE ALARM KEYNOTE LEGEND Key ValueKeynote Text 1ALL LIGHTING WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TO PANEL SCHEDULES. 2ALL CORRIDOR AND OTHER EMERGENCY LIGHTING ON FLOORS 2-5 TO BE POWERED BY GENERATOR AS EMERGENCY EGRESS LIGHTING. REFER TO GENERATOR PANEL (P-GEN) SCHEDULE FOR CIRCUITING DETAILS. 3REFER TO UNIT D14 ON DRAWING E425_R FOR TYPICAL BALCONY LIGHTING REQUIRMENTS. WIRE BALCONY LIGHT AND RECEEPTACLE TO LINE SIDE OF LIVING ROOM LIGHT CIRCUIT. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 1 1 1 E420_R GENERAL NOTES 1. STAIR LIGHTING SHALL HAVE INTEGRATED OCCUPANCY SENSOR TO CONTROLINDIVIDUAL FIXTURE. FIXTURES SHALL DIM TO 25% LIGHT OUTPUT AFTER 5 MINUTES OF INACTIVITY. 2. OCCUPANCY SENSORS TO CONTROL ALL CORRIDOR LIGHTING. OCCUPANCY "ON-TIME" TO BE 5 MINUTES. UNOCCUPIED LIGHTING LEVELS SHALL BE 20% OF OCCUPIED LEVELS. 3. ALL EXIT SIGNAGE SHALL BE FED FROM CIRCUITS SUPPORTED BY GENERATOR. 4. FIXTURES DESIGNATED WITH "EM" WILL BE CIRCUITED SEPARATELY AND SUPPORTED BY GENERATOR, PROVIDING EMERGENCY EGRESS LIGHTING. 5. NOTIFICATION DEVICES IN APARTMENTS SHALL TIE INTO BUILDING FIRE ALARM SYSTEM TO ALERT RESIDENTS UPON INITIATION OF BUILDING FIRE ALARM. MULTISTATION SMOKE ALARMS IN APARTMENTS SHALL BE INDEPENDENT OF BUILDING FIRE ALARM SYSTEM AND ONLY SOUND UPON DETECTION OF SMOKE. 6. CORRIDOR LIGHTING TO BE HARDWIRED TO HIGH/LOW STANDALONE DIMMINGOCCUPANCY CONTROL WITH 0-10V AND/OR PHASE DIMMING CONTROL AS REQUIRED, TIMEOUT AND LOW END OUTPUT TO BE FIELD ADJUSTABLE. 7. COORDINATE ALL CORRIDOR POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS 1 1 / 1E424 / 1E423 / 1E422 / 1E425 1 1 EC 800TBM5M5M5M5M5 M5 M4 refer to unit 201 sheet E406 refer to unit 231 sheet E406 refer to unit 232 sheet E406 refer to unit 233 sheet E406 refer to unit 234 sheet E406 HP-1 38 HP-1 36 2 UNIT D14 527 NORTH STAIR UNIT D12 531 NORTH CORRIDOR 539 UNIT A11 532 UNIT A12 533 UNIT C2 534 ELEC/DATA 537 TRASH ROOM 535 UNIT C1 501 ELEV 2 ELEV 1 CENTRAL STAIR ELEVATOR LOBBY 538 1 1 1 1 EC 1 1 3 HP-4 8 HP-4 13 4 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 5TH FL CORE ENLRGD PLAN -PWR & DATA E421 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 FIFTH FLOOR CORE ENLARGED PLAN -POWER & DATA KEYNOTE LEGEND Key ValueKeynote Text 1ALL RECEPTACLES WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TO PANEL SCHEDULES. 2PROVIDE EMERGENCY COMMUNICATIONS SYSTEM TO ALLOW COMMUNICATION BETWEEN EMERGENCY COMMUNICATIONS PANEL (ECP) LOCATED ADJACENT TO FIRE ALARM PANEL IN LOBBY, AND EMERGENCY CALL STATIONS AND SIGNS (EC) LOCATED ADJACENT TO ELEVATOR CALL BUTTONS ON ALL FLOORS. SYSTEM SHALL BE AS MANUFACTURED BY RATH COMMUNICATIONS AREA OF REFUGE SYSTEMS. SYSTEM SHALL CONSIST OF MAIN PANEL #2500-205FM (PAINTED BLACK), CALL BOX #2100-958NSR, POWER SUPPLY #2500-PWR24, SIGN#7078, AND ALL MISCELLANEOUS HARDWARE AND WIRING TO MAKE A COMPLETE SYSTEM. 3REFER TO UNIT D14 ON DRAWING E425 FOR TYPICAL BALCONY POWER REQUIRMENTS. WIRE 120V, 20A, RECEPTACLE ON BALCONY TO LOCAL APARTMENT PANEL. 4PROVIDE FIBEROPTIC BACKBONE FOR 10GB ETHERNET SWITCH. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 E421 GENERAL NOTES 1. MECHANICAL CONTRACTOR TO FURNISH AC DISCONNECT FOR ALL HVAC EQUIPMENT. ELECTRICAL CONTRACTOR TO INSTALL AND COMPLETE ELECTRICAL CONNECTIONS TO DISCONNECTS AND EQUIPMENT, TYPICAL OF ALL. 2. MOUNTING HEIGHTS OF DEVICES SHALL BE AS FOLLOWS IN ALL APARTMENTS, UNLESS OTHERWISE NOTED. MEASUREMENTS ARE TO CENTERLINE OF DEVICES: A. CONVENIENCE RECEPTACLES: 18" ABOVE FINISHED FLOOR B. ABOVE COUNTER CONVENIENCE RECEPTACLES: MAXIMUM 46" ABOVE FINISHED FLOOR C. ABOVE DESK CONVENIENCE RECEPTACLES: MAXIMUM 44" ABOVE FINISHED FLOOR D. LIGHT SWITCHES: MAXIMUM 48" ABOVE FINISHED FLOOR E. DEDICATED EQUIPMENT RECEPTACLES: a. ABOVE COUNTER: 44" ABOVE FINISHED FLOOR b. STANDARD: 18" ABOVE FINISHED FLOOR F. DATA AND TV CABLE RECEPTACLES: 18" ABOVE FINISHED FLOOR G. RANGE RECEPTACLE: 6" ABOVE FINISHED FLOOR 3.COORDINATE ALL CORRIDOR POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS 1 1 SP V S O S SP SP HF S P S P S P/CO SP S P S P SP / 1E425_R / 1E424_R / 1E422_R / 1E423_R 1 1 1 1 refer to unit 201 sheet E406 refer to unit 231 sheet E406 refer to unit 232 sheet E406 refer to unit 233 sheet E406 refer to unit 234 sheet E406 R R EX1 EX2 R R AWC EX2 EX1 EX1 TS FS 2 P-GEN 3 P-GEN 1 3 S2 S2 S2 4 HP-4 11 HP-4 11 EX2 AWC AWC AWC AWC AWC AWC AWC AWCAWC AWC_B CLC ACLC CLC CLC CLC CLC AWC_B CLC CLC CLC CLC CLC AWC_B 5 NORTH STAIR UNIT D14 527 UNIT D12 531 NORTH CORRIDOR 539 UNIT A11 532 UNIT A12 533 ELEC/DATA 537 UNIT C2 534 TRASH ROOM 535 UNIT C1 501 CENTRAL STAIR ELEV 2 ELEV 1 ELEVATOR LOBBY 538 5 1 1 1 1 11 11 1 1 6 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 5TH FL CORE ENLRGD PLAN -LTG & FA E421_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 FIFTH FLOOR CORE ENLARGED PLAN -LIGHTING & FIRE ALARM KEYNOTE LEGEND Key ValueKeynote Text 1ALL LIGHTING WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TO PANEL SCHEDULES. 2PROVIDE FIRE ALARM CONNECTION TO SPRINKLER SYSTEM TAMPER AND FLOW SWITCHES. COORDINATE WITH SPRINKLER CONTRACTOR. 3SMOKE DETECTOR LOCATED OUTSIDE TRASH CHUTES SHALL TIE INTO SOLENOID CONTROLLING DISCHARGE DOOR, CAUSING THE DOOR TO LOCK UPON ACTIVATION OF FIRE ALARM. 4PROVIDE HEAT DETECTOR (FIXED TEMPERATURE) WITHIN 2'-0" of SPRINKLER HEADS IN TRASH CHUTE, WHERE THEY OCCUR. INSTALLATION SHALL BE IN ACCORDANCE WITH NFPA 72. 5ALL CORRIDOR AND OTHER EMERGENCY LIGHTING ON FLOORS 2-5 TO BE POWERED BY GENERATOR AS EMERGENCY EGRESS LIGHTING. REFER TO GENERATOR PANEL (P-GEN) SCHEDULE FOR CIRCUITING DETAILS. 6REFER TO UNIT D14 ON DRAWING E425_R FOR TYPICAL BALCONY LIGHTING REQUIRMENTS. WIRE BALCONY LIGHT AND RECEEPTACLE TO LINE SIDE OF LIVING ROOM LIGHT CIRCUIT. E421_R GENERAL NOTES 1. STAIR LIGHTING SHALL HAVE INTEGRATED OCCUPANCY SENSOR TO CONTROLINDIVIDUAL FIXTURE. FIXTURES SHALL DIM TO 25% LIGHT OUTPUT AFTER 5 MINUTES OF INACTIVITY. 2. OCCUPANCY SENSORS TO CONTROL ALL CORRIDOR LIGHTING. OCCUPANCY "ON-TIME" TO BE 5 MINUTES. UNOCCUPIED LIGHTING LEVELS SHALL BE 20% OF OCCUPIED LEVELS. 3. ALL EXIT SIGNAGE SHALL BE FED FROM CIRCUITS SUPPORTED BY GENERATOR. 4. FIXTURES DESIGNATED WITH "EM" WILL BE CIRCUITED SEPARATELY AND SUPPORTED BY GENERATOR, PROVIDING EMERGENCY EGRESS LIGHTING. 5. NOTIFICATION DEVICES IN APARTMENTS SHALL TIE INTO BUILDING FIRE ALARM SYSTEM TO ALERT RESIDENTS UPON INITIATION OF BUILDING FIRE ALARM. MULTISTATION SMOKE ALARMS IN APARTMENTS SHALL BE INDEPENDENT OF BUILDING FIRE ALARM SYSTEM AND ONLY SOUND UPON DETECTION OF SMOKE. 6. CORRIDOR LIGHTING TO BE HARDWIRED TO HIGH/LOW STANDALONE DIMMINGOCCUPANCY CONTROL WITH 0-10V AND/OR PHASE DIMMING CONTROL AS REQUIRED, TIMEOUT AND LOW END OUTPUT TO BE FIELD ADJUSTABLE. 7. COORDINATE ALL CORRIDOR POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 1 AA / 1E423 / 1E421 1 refer to unit 202 sheet E407refer to unit 203 sheet E407refer to unit 212 sheet E408 refer to unit 205 sheet E407 refer to unit 206 sheet E407 refer to unit 207 sheet E407 refer to unit 208 sheet E407 refer to unit 209 sheet E407 HP-1 37 HP-4 102 TELECOM 536 UNIT A1 502 UNIT A2 503 UNIT A3 504 UNIT D3 508 UNIT B1 509 UNIT A4 505 UNIT D1 506 EAST STAIR UNIT D2 507 1 1 1 1 33 33 HP-4 7 4 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 5TH FL EAST ENLRGD PLAN -PWR & DATA E422 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 FIFTH FLOOR EAST ENLARGED PLAN -POWER & DATA KEYNOTE LEGEND Key ValueKeynote Text 1ALL RECEPTACLES WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TO PANEL SCHEDULES. 2PROVIDE 3/4" PAINTED PLYWOOD BACK BOARD FOR TELECOM DISTRIBUTION EQUIPMENT AT EACH FLOOR. MOUNT RECEPTACLES ABOVE PLYWOOD. COORDINATE POWER REQUIREMENTS WITH SERVICE PROVIDER. 3REFER TO UNIT D14 ON DRAWING E425 FOR TYPICAL BALCONY POWER REQUIRMENTS. WIRE 120V, 20A, RECEPTACLE ON BALCONY TO LOCAL APARTMENT PANEL. 4PROVIDE FIBEROPTIC BACKBONE FOR 10GB ETHERNET SWITCH. E422 GENERAL NOTES 1. MECHANICAL CONTRACTOR TO FURNISH AC DISCONNECT FOR ALL HVAC EQUIPMENT. ELECTRICAL CONTRACTOR TO INSTALL AND COMPLETE ELECTRICAL CONNECTIONS TO DISCONNECTS AND EQUIPMENT, TYPICAL OF ALL. 2. MOUNTING HEIGHTS OF DEVICES SHALL BE AS FOLLOWS IN ALL APARTMENTS, UNLESS OTHERWISE NOTED. MEASUREMENTS ARE TO CENTERLINE OF DEVICES: A. CONVENIENCE RECEPTACLES: 18" ABOVE FINISHED FLOOR B. ABOVE COUNTER CONVENIENCE RECEPTACLES: MAXIMUM 46" ABOVE FINISHED FLOOR C. ABOVE DESK CONVENIENCE RECEPTACLES: MAXIMUM 44" ABOVE FINISHED FLOOR D. LIGHT SWITCHES: MAXIMUM 48" ABOVE FINISHED FLOOR E. DEDICATED EQUIPMENT RECEPTACLES: a. ABOVE COUNTER: 44" ABOVE FINISHED FLOOR b. STANDARD: 18" ABOVE FINISHED FLOOR F. DATA AND TV CABLE RECEPTACLES: 18" ABOVE FINISHED FLOOR G. RANGE RECEPTACLE: 6" ABOVE FINISHED FLOOR 3.COORDINATE ALL CORRIDOR POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 1 1 11 1 SP S P V S S P S P S P S P S P / 1E423_R / 1E424_R 1 1 refer to unit 202 sheet E407refer to unit 203 sheet E407refer to unit 212 sheet E408 refer to unit 205 sheet E407 refer to unit 206 sheet E407refer to unit 207 sheet E407 refer to unit 208 sheet E407 refer to unit 209 sheet E407 R R EX1 EX1 EX2 P-GEN 2 S1 HP-4 11 AWC AWC AWC AWC AWC AWCAWC AWCAWC AWC AWC AWC AWC_B CLC CLC CLC CLC 2 TELECOM 536 UNIT A4 505 UNIT A3 504 UNIT A2 503 UNIT A1 502 UNIT D1 506 EAST STAIR UNIT D2 507 UNIT B1 509 UNIT D3 508 SOUTH CORRIDOR 540 1 1 1 111 33 33 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 5TH FL EAST ENLRGD PLAN -LTG & FA E422_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 FIFTH FLOOR EAST ENLARGED PLAN -LIGHTING & FIRE ALARM KEYNOTE LEGEND Key ValueKeynote Text 1ALL LIGHTING WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TO PANEL SCHEDULES. 2ALL CORRIDOR AND OTHER EMERGENCY LIGHTING ON FLOORS 2-5 TO BE POWERED BY GENERATOR AS EMERGENCY EGRESS LIGHTING. REFER TO GENERATOR PANEL (P-GEN) SCHEDULE FOR CIRCUITING DETAILS. 3REFER TO UNIT D14 ON DRAWING E425_R FOR TYPICAL BALCONY LIGHTING REQUIRMENTS. WIRE BALCONY LIGHT AND RECEEPTACLE TO LINE SIDE OF LIVING ROOM LIGHT CIRCUIT. E422_R GENERAL NOTES 1. STAIR LIGHTING SHALL HAVE INTEGRATED OCCUPANCY SENSOR TO CONTROLINDIVIDUAL FIXTURE. FIXTURES SHALL DIM TO 25% LIGHT OUTPUT AFTER 5 MINUTES OF INACTIVITY. 2. OCCUPANCY SENSORS TO CONTROL ALL CORRIDOR LIGHTING. OCCUPANCY "ON-TIME" TO BE 5 MINUTES. UNOCCUPIED LIGHTING LEVELS SHALL BE 20% OF OCCUPIED LEVELS. 3. ALL EXIT SIGNAGE SHALL BE FED FROM CIRCUITS SUPPORTED BY GENERATOR. 4. FIXTURES DESIGNATED WITH "EM" WILL BE CIRCUITED SEPARATELY AND SUPPORTED BY GENERATOR, PROVIDING EMERGENCY EGRESS LIGHTING. 5. NOTIFICATION DEVICES IN APARTMENTS SHALL TIE INTO BUILDING FIRE ALARM SYSTEM TO ALERT RESIDENTS UPON INITIATION OF BUILDING FIRE ALARM. MULTISTATION SMOKE ALARMS IN APARTMENTS SHALL BE INDEPENDENT OF BUILDING FIRE ALARM SYSTEM AND ONLY SOUND UPON DETECTION OF SMOKE. 6. CORRIDOR LIGHTING TO BE HARDWIRED TO HIGH/LOW STANDALONE DIMMINGOCCUPANCY CONTROL WITH 0-10V AND/OR PHASE DIMMING CONTROL AS REQUIRED, TIMEOUT AND LOW END OUTPUT TO BE FIELD ADJUSTABLE. 7. COORDINATE ALL CORRIDOR POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 11 1 1 1 / 1E424 / 1E422 / 1 E421 refer to unit 210 sheet E408 refer to unit 211 sheet E408 refer to unit 212 sheet E408 refer to unit 213 sheet E408 refer to unit 212 sheet E408 refer to unit 213 sheet E408 refer to unit 212 sheet E408 refer to unit 213 sheet E408 UNIT A8 517 UNIT A6 516UNIT A7 515 UNIT A6 514 UNIT A7 513 UNIT A6 512 UNIT A5 511 UNIT D4 510 1 1 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 5TH FL SOUTH ENLRGD PLAN -PWR & DATA E423 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 FIFTH FLOOR SOUTH ENLARGED PLAN -POWER & DATA E423 GENERAL NOTES 1. MECHANICAL CONTRACTOR TO FURNISH AC DISCONNECT FOR ALL HVAC EQUIPMENT. ELECTRICAL CONTRACTOR TO INSTALL AND COMPLETE ELECTRICAL CONNECTIONS TO DISCONNECTS AND EQUIPMENT, TYPICAL OF ALL. 2. MOUNTING HEIGHTS OF DEVICES SHALL BE AS FOLLOWS IN ALL APARTMENTS, UNLESS OTHERWISE NOTED. MEASUREMENTS ARE TO CENTERLINE OF DEVICES: A. CONVENIENCE RECEPTACLES: 18" ABOVE FINISHED FLOOR B. ABOVE COUNTER CONVENIENCE RECEPTACLES: MAXIMUM 46" ABOVE FINISHED FLOOR C. ABOVE DESK CONVENIENCE RECEPTACLES: MAXIMUM 44" ABOVE FINISHED FLOOR D. LIGHT SWITCHES: MAXIMUM 48" ABOVE FINISHED FLOOR E. DEDICATED EQUIPMENT RECEPTACLES: a. ABOVE COUNTER: 44" ABOVE FINISHED FLOOR b. STANDARD: 18" ABOVE FINISHED FLOOR F. DATA AND TV CABLE RECEPTACLES: 18" ABOVE FINISHED FLOOR G. RANGE RECEPTACLE: 6" ABOVE FINISHED FLOOR 3.COORDINATE ALL CORRIDOR POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 V S S P/CO S PS PS P / 1E424_R / 1E421_R refer to unit 210 sheet E408 refer to unit 211 sheet E408 refer to unit 212 sheet E408 refer to unit 213 sheet E408 refer to unit 212 sheet E408 refer to unit 213 sheet E408 refer to unit 212 sheet E408 refer to unit 213 sheet E408 R EX1 EX2 FS HP-4 11 EX2 AWC AWC AWC AWC AWCAWC AWCAWC AWCAWCAWC AWC AWC_B CLC CLC CLC CLC 1 UNIT A8 517 UNIT A6 516 UNIT A7 515 UNIT A6 514 UNIT A7 513 UNIT A6 512 UNIT A5 511 UNIT D4 510 SOUTH CORRIDOR 540 1 1 11 1 111 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 5TH FL SOUTH ENLRGD PLAN -LTG & FA E423_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 FIFTH FLOOR SOUTH ENLARGED PLAN -LIGHTING & FIRE ALARM KEYNOTE LEGEND Key ValueKeynote Text 1ALL CORRIDOR AND OTHER EMERGENCY LIGHTING ON FLOORS 2-5 TO BE POWERED BY GENERATOR AS EMERGENCY EGRESS LIGHTING. REFER TO GENERATOR PANEL (P-GEN) SCHEDULE FOR CIRCUITING DETAILS. E423_R GENERAL NOTES 1. STAIR LIGHTING SHALL HAVE INTEGRATED OCCUPANCY SENSOR TO CONTROLINDIVIDUAL FIXTURE. FIXTURES SHALL DIM TO 25% LIGHT OUTPUT AFTER 5 MINUTES OF INACTIVITY. 2. OCCUPANCY SENSORS TO CONTROL ALL CORRIDOR LIGHTING. OCCUPANCY "ON-TIME" TO BE 5 MINUTES. UNOCCUPIED LIGHTING LEVELS SHALL BE 20% OF OCCUPIED LEVELS. 3. ALL EXIT SIGNAGE SHALL BE FED FROM CIRCUITS SUPPORTED BY GENERATOR. 4. FIXTURES DESIGNATED WITH "EM" WILL BE CIRCUITED SEPARATELY AND SUPPORTED BY GENERATOR, PROVIDING EMERGENCY EGRESS LIGHTING. 5. NOTIFICATION DEVICES IN APARTMENTS SHALL TIE INTO BUILDING FIRE ALARM SYSTEM TO ALERT RESIDENTS UPON INITIATION OF BUILDING FIRE ALARM. MULTISTATION SMOKE ALARMS IN APARTMENTS SHALL BE INDEPENDENT OF BUILDING FIRE ALARM SYSTEM AND ONLY SOUND UPON DETECTION OF SMOKE. 6. CORRIDOR LIGHTING TO BE HARDWIRED TO HIGH/LOW STANDALONE DIMMINGOCCUPANCY CONTROL WITH 0-10V AND/OR PHASE DIMMING CONTROL AS REQUIRED, TIMEOUT AND LOW END OUTPUT TO BE FIELD ADJUSTABLE. 7. COORDINATE ALL CORRIDOR POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 / 1E423 / 1E421 refer to unit 218 sheet E409 refer to unit 420 sheet E419 refer to unit 422 sheet E419 refer to unit 202 sheet E407 refer to unit 203 sheet E407refer to unit 202 sheet E407 UNIT A14 525 UNIT A13 524 UNIT A15 523 UNIT B4 522 UNIT D13 520 SOUTH CORRIDOR 540 UNIT D5 518 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 5TH FL WEST ENLRGD PLAN -PWR & DATA E424 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 FIFTH FLOOR WEST ENLARGED PLAN -POWER & DATA E424 GENERAL NOTES 1. MECHANICAL CONTRACTOR TO FURNISH AC DISCONNECT FOR ALL HVAC EQUIPMENT. ELECTRICAL CONTRACTOR TO INSTALL AND COMPLETE ELECTRICAL CONNECTIONS TO DISCONNECTS AND EQUIPMENT, TYPICAL OF ALL. 2. MOUNTING HEIGHTS OF DEVICES SHALL BE AS FOLLOWS IN ALL APARTMENTS, UNLESS OTHERWISE NOTED. MEASUREMENTS ARE TO CENTERLINE OF DEVICES: A. CONVENIENCE RECEPTACLES: 18" ABOVE FINISHED FLOOR B. ABOVE COUNTER CONVENIENCE RECEPTACLES: MAXIMUM 46" ABOVE FINISHED FLOOR C. ABOVE DESK CONVENIENCE RECEPTACLES: MAXIMUM 44" ABOVE FINISHED FLOOR D. LIGHT SWITCHES: MAXIMUM 48" ABOVE FINISHED FLOOR E. DEDICATED EQUIPMENT RECEPTACLES: a. ABOVE COUNTER: 44" ABOVE FINISHED FLOOR b. STANDARD: 18" ABOVE FINISHED FLOOR F. DATA AND TV CABLE RECEPTACLES: 18" ABOVE FINISHED FLOOR G. RANGE RECEPTACLE: 6" ABOVE FINISHED FLOOR 3.COORDINATE ALL CORRIDOR POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 1 KEYNOTE LEGEND Key ValueKeynote Text 1REFER TO UNIT D14 ON DRAWING E425 FOR TYPICAL BALCONY POWER REQUIRMENTS. WIRE 120V, 20A, RECEPTACLE ON BALCONY TO LOCAL APARTMENT PANEL. 1 S P / 1E423_R / 1E421_R refer to unit 218 sheet E409 refer to unit 420 sheet E419 refer to unit 422 sheet E419 refer to unit 202 sheet E407refer to unit 203 sheet E407refer to unit 202 sheet E407 AWC AWC AWC AWC AWCAWC AWC_B CLCCLC1 UNIT A14 525 UNIT A13 524 UNIT A15 523 UNIT B4 522 UNIT D13 520 UNIT D5 518 2ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 5TH FL WEST ENLRGD PLAN -LTG & FA E424_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 FIFTH FLOOR WEST ENLARGED PLAN -LIGHTING & FIRE ALARM E424_R GENERAL NOTES 1. STAIR LIGHTING SHALL HAVE INTEGRATED OCCUPANCY SENSOR TO CONTROLINDIVIDUAL FIXTURE. FIXTURES SHALL DIM TO 25% LIGHT OUTPUT AFTER 5 MINUTES OF INACTIVITY. 2. OCCUPANCY SENSORS TO CONTROL ALL CORRIDOR LIGHTING. OCCUPANCY "ON-TIME" TO BE 5 MINUTES. UNOCCUPIED LIGHTING LEVELS SHALL BE 20% OF OCCUPIED LEVELS. 3. ALL EXIT SIGNAGE SHALL BE FED FROM CIRCUITS SUPPORTED BY GENERATOR. 4. FIXTURES DESIGNATED WITH "EM" WILL BE CIRCUITED SEPARATELY AND SUPPORTED BY GENERATOR, PROVIDING EMERGENCY EGRESS LIGHTING. 5. NOTIFICATION DEVICES IN APARTMENTS SHALL TIE INTO BUILDING FIRE ALARM SYSTEM TO ALERT RESIDENTS UPON INITIATION OF BUILDING FIRE ALARM. MULTISTATION SMOKE ALARMS IN APARTMENTS SHALL BE INDEPENDENT OF BUILDING FIRE ALARM SYSTEM AND ONLY SOUND UPON DETECTION OF SMOKE. 6. CORRIDOR LIGHTING TO BE HARDWIRED TO HIGH/LOW STANDALONE DIMMINGOCCUPANCY CONTROL WITH 0-10V AND/OR PHASE DIMMING CONTROL AS REQUIRED, TIMEOUT AND LOW END OUTPUT TO BE FIELD ADJUSTABLE. 7. COORDINATE ALL CORRIDOR POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET KEYNOTE LEGEND Key ValueKeynote Text 1ALL CORRIDOR AND OTHER EMERGENCY LIGHTING ON FLOORS 2-5 TO BE POWERED BY GENERATOR AS EMERGENCY EGRESS LIGHTING. REFER TO GENERATOR PANEL (P-GEN) SCHEDULE FOR CIRCUITING DETAILS. 2REFER TO UNIT D14 ON DRAWING E425_R FOR TYPICAL BALCONY LIGHTING REQUIRMENTS. WIRE BALCONY LIGHT AND RECEEPTACLE TO LINE SIDE OF LIVING ROOM LIGHT CIRCUIT. 1 1 G W G W G W G G G A G A G A G A G A G A G A G G G A G A A A 1 1 1 1 1 A A G W AC FC-3 FC-1 FC-1 / 1E421 1 2 2 10" AFF 10" AFF 10" AFF 10" AFF 10" AFF 3 3 3 3 P530 P527 HP-1 38 4 4 P527 4P527 3,5 P527 8 P527 10 P527 10 P527 11P527 14,16 P527 13 P527 1 P527 2 P527 12 P527 9 P527 6 P527 7 P527 15,17 P527 15,17 P530 1 P530 2 P530 5,7 P530 4 P530 3 P530 6 P530 9,11 P530 8 P530 10 P530 12 P530 13,15 P530 13,15 HP-4 9 FC-1 FC-3 UNIT B5 530 UNIT D14 527 NORTH STAIR 1 P530 17 HP-4 16 5 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 5TH FL NORTH ENLRGD PLAN -PWR & DATA E425 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 FIFTH FLOOR NORTH ENLARGED PLAN -POWER & DATA KEYNOTE LEGEND Key ValueKeynote Text 1ALL RECEPTACLES WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TO PANEL SCHEDULES. 2PROVIDE STRONG SM-RBX-EXT-14-WH IN-WALL VERSABOX IN EACH APARTMENT. ROUTE COAX CABLE FROM ELECTRICAL CLOSET ON EACH FLOOR TO EACH VERSABOX. PROVIDE CAT5 CABLE FROM VERSABOX TO EACH DATA LOCATION IN EACH APARTMENT. PROVIDE 15A POWER RECEPTACLE IN EACH BOX. 3CONTRACTOR SHALL FURNISH AND INSTALL UNDER-SINK RECEPTACLE FOR CORD CONNECTED GARBAGE DISPOSAL/DISHWASHER. SWITCH LOCATED ABOVE COUNTER SHALL CONTROL LOWER PORTION OF RECEPTACLE. 4RECEPTACLE FOR MICROWAVE/VENT HOOD TO MOUNTED AT 66" AFF, TYP OF ALL. COORDINATE MOUNTING OF RECEPTACLE WITH UPPER CABINETRY INSTALLATION. 5PROVIDE DATA CABLING FOR CONNECTION TO WIFI ABOVE CEILING. PROVIDE EXTRA 15' CABLE COILED UP ABOVE CEILING, PROVIDE DUPLEX RECEPTACLE MOUNTED TO STRUCTURE ABOVE CEILING AND CIRCUITING AS SHOWN. E425 GENERAL NOTES 1. MECHANICAL CONTRACTOR TO FURNISH AC DISCONNECT FOR ALL HVAC EQUIPMENT. ELECTRICAL CONTRACTOR TO INSTALL AND COMPLETE ELECTRICAL CONNECTIONS TO DISCONNECTS AND EQUIPMENT, TYPICAL OF ALL. 2. MOUNTING HEIGHTS OF DEVICES SHALL BE AS FOLLOWS IN ALL APARTMENTS, UNLESS OTHERWISE NOTED. MEASUREMENTS ARE TO CENTERLINE OF DEVICES: A. CONVENIENCE RECEPTACLES: 18" ABOVE FINISHED FLOOR B. ABOVE COUNTER CONVENIENCE RECEPTACLES: MAXIMUM 46" ABOVE FINISHED FLOOR C. ABOVE DESK CONVENIENCE RECEPTACLES: MAXIMUM 44" ABOVE FINISHED FLOOR D. LIGHT SWITCHES: MAXIMUM 48" ABOVE FINISHED FLOOR E. DEDICATED EQUIPMENT RECEPTACLES: a. ABOVE COUNTER: 44" ABOVE FINISHED FLOOR b. STANDARD: 18" ABOVE FINISHED FLOOR F. DATA AND TV CABLE RECEPTACLES: 18" ABOVE FINISHED FLOOR G. RANGE RECEPTACLE: 6" ABOVE FINISHED FLOOR 3.COORDINATE ALL CORRIDOR POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 1 1 1 1 S P S P S P S P S P S P S P 3 D 3 3 D 3 J J J SP S P / 1E421_R 1 1 UBUB US UC UK UK UPUP UH UH UB UB US UH UH US UH UH UH UP UP UK UE UV UV R R AWC AWC EX2 EX1 UC UK UV UV P527 18 P527 P530 P530 14 P-GEN 1 UB UB E1 AWC E2 E2 P527 18 CLC CLC CLC CLC AWC_B P-GEN 14 2 UNIT B5 530 NORTH STAIR UNIT D14 527 3 3 3 1 1 1 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 5TH FL NORTH ENLRGD PLAN -LTG & FA E425_R Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 FIFTH FLOOR NORTH ENLARGED PLAN -LIGHTING & FIRE ALARM E425_R GENERAL NOTES KEYNOTE LEGEND Key ValueKeynote Text 1ALL LIGHTING WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TO PANEL SCHEDULES. 2ALL CORRIDOR AND OTHER EMERGENCY LIGHTING ON FLOORS 2-5 TO BE POWERED BY GENERATOR AS EMERGENCY EGRESS LIGHTING. REFER TO GENERATOR PANEL (P-GEN) SCHEDULE FOR CIRCUITING DETAILS. 3PROVIDE WIRING AND BLANK COVER PLATE TO J-BOX LOCATIONS IN ALL BEDROOMS FOR FUTURE INSTALLATION OF BUILDING FIRE ALARM NOTIFICATION DEVICES. TYPICAL FOR ALL UNITS. 1. STAIR LIGHTING SHALL HAVE INTEGRATED OCCUPANCY SENSOR TO CONTROLINDIVIDUAL FIXTURE. FIXTURES SHALL DIM TO 25% LIGHT OUTPUT AFTER 5 MINUTES OF INACTIVITY. 2. OCCUPANCY SENSORS TO CONTROL ALL CORRIDOR LIGHTING. OCCUPANCY "ON-TIME" TO BE 5 MINUTES. UNOCCUPIED LIGHTING LEVELS SHALL BE 20% OF OCCUPIED LEVELS. 3. ALL EXIT SIGNAGE SHALL BE FED FROM CIRCUITS SUPPORTED BY GENERATOR. 4. FIXTURES DESIGNATED WITH "EM" WILL BE CIRCUITED SEPARATELY AND SUPPORTED BY GENERATOR, PROVIDING EMERGENCY EGRESS LIGHTING. 5. NOTIFICATION DEVICES IN APARTMENTS SHALL TIE INTO BUILDING FIRE ALARM SYSTEM TO ALERT RESIDENTS UPON INITIATION OF BUILDING FIRE ALARM. MULTISTATION SMOKE ALARMS IN APARTMENTS SHALL BE INDEPENDENT OF BUILDING FIRE ALARM SYSTEM AND ONLY SOUND UPON DETECTION OF SMOKE. 6. CORRIDOR LIGHTING TO BE HARDWIRED TO HIGH/LOW STANDALONE DIMMINGOCCUPANCY CONTROL WITH 0-10V AND/OR PHASE DIMMING CONTROL AS REQUIRED, TIMEOUT AND LOW END OUTPUT TO BE FIELD ADJUSTABLE. 7. COORDINATE ALL CORRIDOR POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION PANEL SCHEDULES E501 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT Notes: Receptacle720 VA100.00%720 VATotal Est. Demand Current:151 A Electric Heat1000 VA65.00%650 VATotal Conn. Current:182 A Dwelling Unit - Lighting98 VA100.00%98 VATotal Est. Demand:54392 VA Power32009 VA86.25%27607 VATotal Conn. Load:65473 VA Other31646 VA80.00%25317 VA Load ClassificationConnected LoadDemand FactorEstimated DemandPanel Totals Total Amps:238 A179 A139 A Total Load:27892 VA20855 VA16727 VA 6566 6364 6162 5960 5758 55------0 VA56 53SPARE (FUTURE EV CHARGING STATION)40 A20 VA0 VA------54 51------5404...0 VA240 ASPARE (FUTRE EV CHARGING STATION)52 49------5404...360 VA120 ARECEPTACLES - TELECOM50 47ELEVATOR 245 A35404...1600...120 AELEV 2 CAR LIGHTING48 45------0 VA1176...120 AGATE OPERATOR46 43EDH-4 (FC-5)30 A24300...98 VA120 ALIGHTING - STORAGE44 41------0 VA0 VA------42 39EDH-4 (FC-7)30 A24300...3000...220 AEDH-2 (ERV-8)40 37------0 VA0 VA------38 35EDH-2 (ERV-6)20 A23000...2460...220 AEDH-3 (FC-6)36 33------0 VA0 VA------34 31EDH-1 (ERV-5)25 A24000...3000...220 AEDH-2 (ERV-7)32 29EWH-1 (EAST STAIR)20 A10 VA0 VA120 AEWH-1 (NORTH STAIR)30 27GATE OPERATOR20 A11176...0 VA120 AEWH-1 (ELEC RM 122)28 25BRASCH CONTROLLER15 A1125 VA2102...------26 23------0 VA2102...------24 21ERV-815 A21019...2102...335 ATRASH COMPACTOR22 19------291 VA500 VA------20 17FAN COILS15 A2411 VA500 VA215 AEBH-1 (LOBBY)18 15------0 VA0 VA------16 13ERV-615 A22246...2246...215 AERV-714 110 VA------12 9QUAD RECEPTACLE ETHERNET SWITCH20 A1180 VA1248...215 AERV-510 7------0 VA1250...120 ASTORM/DHW HEAT TRACE8 5------0 VA1250...120 ASTORM/DHW HEAT TRACE6 3G-ATS150 A30 VA1250...120 ASTORM/DHW HEAT TRACE4 1RECEPTACLES - BENCHES400 A1720 VA1250...120 ASTORM/DHW HEAT TRACE2 CKTCircuit DescriptionTripPolesABCPolesTripCircuit DescriptionCKT Notes: Enclosure:1MCB Rating:1200 A Mounting:SurfaceWires:4Mains Rating:1200 A Supply From:Phases:3Mains Type:MLO Location:Volts:120/208 WyeA.I.C. Rating:10kA Branch Panel:MHP Notes: Total Est. Demand Current:78 A Total Conn. Current:107 A Total Est. Demand:16160 VA Total Conn. Load:22320 VA Receptacle22320 VA72.40%16160 VA Load ClassificationConnected LoadDemand FactorEstimated DemandPanel Totals Total Amps:110 A104 A0 A Total Load:11520 VA10800 VA0 VA 4142 3940 3738 3536 3334 3132 2930 2728 2526 2324 2122 1920 1718 1516 13RECEPTACLES - YOGA20 A1360 VA360 VA120 ARECEPTACLES - GYM14 11EQUIPMENT20 A10 VA0 VA120 AEQUIPMENT12 9EQUIPMENT20 A10 VA0 VA120 AEQUIPMENT10 7EQUIPMENT20 A10 VA0 VA120 AEQUIPMENT8 5EQUIPMENT20 A10 VA0 VA120 AEQUIPMENT6 3EQUIPMENT20 A11800...1800...12 0 AEQUIPMENT4 1EQUIPMENT20 A11800...1800...120 AEQUIPMENT2 CKTCircuit DescriptionTripPolesABCPolesTripCircuit DescriptionCKT Notes: Enclosure:1MCB Rating:225 A Mounting:SurfaceWires:3Mains Rating:225 A Supply From:Phases:1Mains Type:MLO Location:Volts:120/208 SingleA.I.C. Rating:10kA Branch Panel:P-GYM Notes: Receptacle16380 VA80.53%13190 VA Electric Heat3500 VA65.00%2275 VATotal Est. Demand Current:107 A Dwelling Unit - Lighting512 VA100.00%512 VATotal Conn. Current:126 A Power20137 VA89.93%18110 VATotal Est. Demand:38551 VA Other1507 VA80.00%1206 VATotal Conn. Load:45295 VA Lighting3259 VA100.00%3259 VA Load ClassificationConnected LoadDemand FactorEstimated DemandPanel Totals Total Amps:82 A141 A171 A Total Load:9817 VA15938 VA19541 VA 7172 6970 6768 6566 6364 61RECEPTACLE LIGHTING CONTROL DEVICE20 A1180 VA62 59LIGHTING CONTROLLER20 A1236 VA319 VA120 ALIGHTING CONTROLLER60 57LIGHTING CONTROLLER20 A1335 VA185 VA120 ALIGHTING CONTROLLER58 55LIGHTING CONTROLLER20 A192 VA93 VA120 ALIGHTING CONTROLLER56 53LIGHTING CONTROLLER20 A1312 VA596 VA120 ALIGHTING CONTROLLER54 51LIGHTING CONTROLLER20 A1846 VA260 VA120 ALIGHTING CONTROLLER52 49LIGHTING - BUILDING SIGNAGE20 A11000...300 VA120 APOWER - DOOR OPERATOR50 47LIGHTING - ELEV 1 PIT20 A115 VA256 VA120 ALIGHTING - WATER SERV RM, PET RELIEF48 45LIGHTING - RESTROOM 112/11320 A164 VA15 VA120 ALIGHTING - ELEV 2 PIT46 43LIGHTING - PARKING (NON-EMERG)20 A1841 VA512 VA120 ALIGHTING - UT CORR, TELECOM44 41------1750...1334...120 ASPRINKLER COMPRESSOR42 39ELECTRIC HEAT - UT CORR, TELECOM20 A21750...720 VA120 ARECEPTACLES - UT CORR, TELECOM40 37RECEPTACLES - EAST STAIR20 A1900 VA900 VA120 ARECEPTACLES - NORTH STAIR38 35RECEPTACLE - ELEV 2 PIT20 A1180 VA900 VA120 ARECEPTACLES - CENTRAL STAIR36 33ELEV 1 SUMP PUMP20 A1180 VA180 VA120 ARECEPTACLE - ELEV 1 PIT34 31RECEPTACLES - EXTERIOR20 A1360 VA180 VA120 AELEV 2 SUMP PUMP32 29FIREPLACE (GFI)20 A11800...1080...120 ARECEPTACLE - WIFI RESIDENT LOUNGE30 27POWER - BOTTLE FILLER20 A11000...360 VA120 ARECEPTACLES - WATER SVC, TRASH28 25RECEPTACLES - RESTRM 112/11320 A1360 VA720 VA120 ARECEPTACLES - PET SPA/RELIEF26 23RECEPTACLES - LOBBY20 A11080...540 VA120 ARECEPTACLES - LEASING OFFICE24 21RECEPTACLES - PATIO20 A1360 VA180 VA120 ARECEPTACLE - RES LNGE KITCH TV22 19RES LNGE D/W20 A1180 VA360 VA120 ARECEPTACLES - RES LNGE ISLAND20 17------4000...3163...------18 15RES LNGE COOKTP40 A24000...3163...240 ARES LNGE STOVE16 13RECEPTACLES - RES LNGE KITCH20 A1360 VA138 VA120 ARES LNGE KITCH VENT14 11RECEPTACLES - RES LOUNGE TVS20 A1360 VA360 VA120 ARECEPTACLES - RES LNGE KITCH12 9RECEPTACLES - RES LOUNGE20 A1540 VA1080...120 ARECEPTACLES - RES LOUNGE10 7RES LOUNGE FLOOR BOXES20 A1720 VA540 VA120 ARECEPTACLES - RES LOUNGE8 5RECEPTACLES - PCKG, MAIL RMS20 A1900 VA360 VA120 ARECEPTACLES - BIKE RM6 3Power20 A1360 VA360 VA120 ARECEPTACLES - LOBBY COUNTER4 1RECEPTACLES - EXIT CORR20 A1540 VA540 VA120 ALOBBY FLOOR BOXES2 CKTCircuit DescriptionTripPolesABCPolesTripCircuit DescriptionCKT Notes: Enclosure:1MCB Rating:400 A Mounting:SurfaceWires:4Mains Rating:400 A Supply From:Phases:3Mains Type:MLO Location:Volts:120/208 WyeA.I.C. Rating:10kA Branch Panel:HP-1 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET Notes: Receptacle360 VA100.00%360 VATotal Est. Demand Current:65 A Dwelling Unit - Lighting34 VA100.00%34 VATotal Conn. Current:71 A Power18650 VA90.72%16920 VATotal Est. Demand:23534 VA Other2282 VA80.00%1826 VATotal Conn. Load:25721 VA Lighting4394 VA100.00%4394 VA Load ClassificationConnected LoadDemand FactorEstimated DemandPanel Totals Total Amps:74 A68 A77 A Total Load:8791 VA8132 VA9198 VA 2930 2728 25Receptacle20 A1180 VA26 23EMERGENCY LIGHTS (1ST FLOOR)20 A1838 VA180 VA120 AREC. BUTTERFLYMX SYSTEM24 21FACP20 A1200 VA200 VA120 AREMOTE ANNUNCIATOR22 19------5404...1040...------20 17------5404...1040...215 AHP-8 (ELEV 1)18 15ELEVATOR 145 A35404...1600...120 AELEV 1 CAR LIGHTING16 13EMERGENCY LIGHTING (4TH FLOOR)20 A1752 VA702 VA120 AEMERGENCY LIGHTING (5TH FLOOR)14 11EMERGENCY LIGHTING (2ND FLOOR)20 A1797 VA780 VA120 AEMERGENCY LIGHTING (3RD FLOOR)12 9EXIT SIGNS (4TH FLOOR)20 A140 VA45 VA120 AEXIT SIGNS (5TH FLOOR)10 7EXIT SIGNS (2ND FLOOR)20 A125 VA40 VA120 AEXIT SIGNS (3RD FLOOR)8 5LIGHTING - EXIT CORR 12520 A1118 VA40 VA120 AEXIT SIGNS (1ST FLOOR)6 3LIGHTING - CENTRAL STAIR20 A1382 VA261 VA120 ALIGHTING - PARKING (EMERGENCY)4 1LIGHTING - NORTH STAIR20 A1323 VA323 VA120 ALIGHTING - EAST STAIR2 CKTCircuit DescriptionTripPolesABCPolesTripCircuit DescriptionCKT Notes: Enclosure:1MCB Rating:225 A Mounting:SurfaceWires:4Mains Rating:225 A Supply From:Phases:3Mains Type:MLO Location:Volts:120/208 WyeA.I.C. Rating:10kA Branch Panel:P-GEN ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION PANEL SCHEDULES E502 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT Notes: Total Est. Demand Current:17 A Receptacle4680 VA100.00%4680 VATotal Conn. Current:17 A Dwelling Unit - Lighting149 VA100.00%149 VATotal Est. Demand:6269 VA Power1440 VA100.00%1440 VATotal Conn. Load:6269 VA Other0 VA0.00%0 VA Load ClassificationConnected LoadDemand FactorEstimated DemandPanel Totals Total Amps:21 A15 A16 A Total Load:2520 VA1800 VA1949 VA 4142 3940 3738 3536 3334 3132 2930 2728 2526 2324 2122 1920 1718 15QUAD RECEPTACLE ETHERNET SWITCH20 A1180 VA180 VA120 ARECEPTACLE WIRELESS ACCESS POINT16 13QUAD RECEPTACLE ETHERNET SWITCH20 A1180 VA180 VA120 AQUAD RECEPTACLE ETHERNET SWITCH14 11LIGHTING - 5TH FL ELEC, TRASH, TELECOM20 A183 VA1080...120 AReceptacle12 9RECEPTACLES - 5TH FL PATIO20 A1360 VA360 VA120 ARECEPTACLES - 5TH FL TELECOM10 7QUAD RECEPTACLE ETHERNET SWITCH20 A1180 VA900 VA120 ARECEPTACLES CORRIDOR8 5LIGHTING - 4TH FL ELEC, TRASH, TELECOM20 A166 VA720 VA120 AReceptacle6 3RECEPTACLES - 4TH FL TELECOM20 A1360 VA360 VA120 AReceptacle4 1RECEPTACLES - 4TH FL EAST20 A1180 VA900 VA120 AReceptacle2 CKTCircuit DescriptionTripPolesABCPolesTripCircuit DescriptionCKT Notes: Enclosure:1MCB Rating:225 A Mounting:SurfaceWires:4Mains Rating:225 A Supply From:Phases:3Mains Type:MLO Location:Volts:120/208 WyeA.I.C. Rating:10kA Branch Panel:HP-4 Notes: Total Est. Demand Current:883 A Receptacle2160 VA100.00%2160 VATotal Conn. Current:1055 A Power72284 VA82.77%59827 VATotal Est. Demand:317943 VA Other248671 VA80.00%198937 VATotal Conn. Load:380134 VA HVAC57019 VA100.00%57019 VA Load ClassificationConnected LoadDemand FactorEstimated DemandPanel Totals Total Amps:2305 A463 A413 A Total Load:275784 VA54778 VA49572 VA 6566 6364 6162 5960 5758 5556 5354 5152 4950 4748 4546 4344 4142 3940 372400...------38 352400...------36 332400...3250 AWH-134 311040...------32 29------1748...1040...215 AHP-8 (ELEV 2)30 27------2099...900 VA120 ARECEPTACLES - ROOF28 25P-DHW400 A31905...3328...------26 23RECEPTACLES - ROOF20 A11080...3328...240 AHP-5 (FITNESS, YOGA)24 21------3120...3120...------22 19HP-4 (BIKE RM)50 A23120...3120...250 AHP-4 (TRASH RM)20 17------2642...0 VA------18 15HP-7 (LOBBY)40 A22642...0 VA------16 13EF-215 A1667 VA3819...320 AEF-114 11------0 VA0 VA------12 9------0 VA0 VA------10 7ERV-4175 A36092...5223...3150 AERV-38 5------0 VA0 VA------6 3------0 VA0 VA------4 1ERV-2150 A35223...5223...3150 AERV-12 CKTCircuit DescriptionTripPolesABCPolesTripCircuit DescriptionCKT Notes: Enclosure:1MCB Rating:1200 A Mounting:SurfaceWires:4Mains Rating:1200 A Supply From:Phases:3Mains Type:MLO Location:Volts:120 /208 WyeA.I.C. Rating:10kA Branch Panel:P-ROOF Notes: Total Est. Demand Current:160 A Receptacle180 VA100.00%180 VATotal Conn. Current:160 A Power284 VA100.00%284 VATotal Est. Demand:57521 VA Other48 VA80.00%38 VATotal Conn. Load:57531 VA HVAC57019 VA100.00%57019 VA Load ClassificationConnected LoadDemand FactorEstimated DemandPanel Totals Total Amps:161 A177 A146 A Total Load:19052 VA20997 VA17482 VA 7172 6970 6768 6566 6364 6162 5960 57RECEPTACLE - PENTHOUSE20 A1180 VA58 55MIXING VALVE (MV-1)20 A148 VA34 VA120 AZONE VALVES (Z-1, Z-2)56 53161 VA120 ARECIRCUL PUMP (P-2A)54 511560...------52 491560...215 ASANDEN UNIT (HPWH-1)50 47------1560...1560...------48 45SANDEN UNIT (HPWH-1)15 A21560...1560...215 ASANDEN UNIT (HPWH-1)46 43------1560...1560 ...------44 41SANDEN UNIT (HPWH-1)15 A21560...1560...215 ASANDEN UNIT (HPWH-1)42 39------1560...1560...------40 37SANDEN UNIT (HPWH-1)15 A21560...1560...215 ASANDEN UNIT (HPWH-1)38 35------1560...156 0...------36 33SANDEN UNIT (HPWH-1)15 A21560...1560...215 ASANDEN UNIT (HPWH-1)34 311560...------32 291560...215 ASANDEN UNIT (HPWH-1)30 27------1560...1560...------28 25SANDEN UNIT (HPWH-1)15 A21560...1560...215 ASANDEN UNIT (HPWH-1)26 23------1560...1560...------24 21SANDEN UNIT (HPWH-1)15 A21560...1560...215 ASANDEN UNIT (HPWH-1)22 19------1560...1560...------20 17SANDEN UNIT (HPWH-1)15 A21560...1560...215 ASANDEN UNIT (HPWH-1)18 15------1560...1560...------16 13SANDEN UNIT (HPWH-1)15 A21560...1560...215 ASANDEN UNIT (HPWH-1)14 11RECIRCUL PUMP (P-2B)20 A1161 VA12 9RECIRCUL PUMP (P-1)20 A1537 VA10 78 56 34 1SANDEN HEAT TRACE20 A1250 VA2 CKTCircuit DescriptionTripPolesABCPolesTripCircuit DescriptionCKT Notes: Enclosure:1MCB Rating:400 A Mounting:SurfaceWires:4Mains Rating:400 A Supply From:P-ROOFPhases:3Mains Type:MLO Location:Volts:120/208 WyeA.I.C. Rating:10kA Branch Panel:P-DHW 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET Notes: Total Est. Demand Current:22 A Receptacle6480 VA100.00%6480 VATotal Conn. Current:22 A Dwelling Unit - Lighting149 VA100.00%149 VATotal Est. Demand:8069 VA Power1440 VA100.00%1440 VATotal Conn. Load:8069 VA Other0 VA0.00%0 VA Load ClassificationConnected LoadDemand FactorEstimated DemandPanel Totals Total Amps:33 A23 A14 A Total Load:3780 VA2603 VA1686 VA 4142 3940 3738 3536 3334 3132 2930 2728 2526 2324 2122 1920 1718 15QUAD RECEPTACLE ETHERNET SWITCH20 A1180 VA16 13QUAD RECEPTACLE ETHERNET SWITCH20 A1180 VA180 VA120 AQUAD RECEPTACLE ETHERNET SWITCH14 11RECEPTACLE - ROOF20 A1180 VA180 VA120 AQUAD RECEPTACLE - ETHERNET SWITCH12 9RECEPTACLES - 3RD FL NORTH20 A11080...83 VA120 ALIGHTING - 3RD FL ELEC, TRASH, TELECOM10 7RECEPTACLES - 3RD FL WEST20 A11080...360 VA120 ARECEPTACLES - 3RD FL TELECOM8 5LIGHTING - 2ND FL ELEC, TRASH, TELECOM20 A166 VA1260...120 ARECEPTACLES - 3RD FL EAST6 3RECEPTACLES - 2ND FL TELECOM20 A1360 VA900 VA120 ARECEPTACLES - 2ND FL NORTH4 1RECEPTACLES - 2ND FL EAST20 A1900 VA1080...120 ARECEPTACLES - 2ND FL WEST2 CKTCircuit DescriptionTripPolesABCPolesTripCircuit DescriptionCKT Notes: Enclosure:1MCB Rating:225 A Mounting:SurfaceWires:4Mains Rating:225 A Supply From:Phases:3Mains Type:MLO Location:Volts:120/208 WyeA.I.C. Rating:10kA Branch Panel:HP-2 1 1 1 1 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION PANEL SCHEDULES E503 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT Notes: Total Est. Demand Current:0 A Total Conn. Current:0 A Total Est. Demand:0 VA Total Conn. Load:0 VA Load ClassificationConnected LoadDemand FactorEstimated DemandPanel Totals Total Amps:0 A0 A0 A Total Load:0 VA0 VA0 VA 4142 3940 3738 3536 3334 3132 2930 2728 2526 2324 2122 1920 1718 1516 1314 1112 910 78 56 34 12 CKTCircuit DescriptionTripPolesABCPolesTripCircuit DescriptionCKT Notes: Enclosure:1MCB Rating:600 A Mounting:SurfaceWires:4Mains Rating:600 A Supply From:Phases:3Mains Type:MLO Location:Volts:120/208 WyeA.I.C. Rating:10kA Branch Panel:CP2 Notes: Total Est. Demand Current:0 A Total Conn. Current:0 A Total Est. Demand:0 VA Total Conn. Load:0 VA Load ClassificationConnected LoadDemand FactorEstimated DemandPanel Totals Total Amps:0 A0 A0 A Total Load:0 VA0 VA0 VA 4142 3940 3738 3536 3334 3132 2930 2728 2526 2324 2122 1920 1718 1516 1314 1112 910 78 56 34 12 CKTCircuit DescriptionTripPolesABCPolesTripCircuit DescriptionCKT Notes: Enclosure:1MCB Rating:600 A Mounting:SurfaceWires:4Mains Rating:600 A Supply From:Phases:3Mains Type:MLO Location:Volts:120/208 WyeA.I.C. Rating:10kA Branch Panel:CP3 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET Notes: Total Est. Demand Current:35 A Receptacle1440 VA100.00%1440 VATotal Conn. Current:66 A Electric Heat21500 VA48.72%10475 VATotal Est. Demand:12587 VA Dwelling Unit - Lighting288 VA100.00%288 VATotal Conn. Load:23708 VA Other480 VA80.00%384 VA Load ClassificationConnected LoadDemand FactorEstimated DemandPanel Totals Total Amps:75 A71 A55 A Total Load:8790 VA8268 VA6650 VA 4142 3940 3738 3536 3334 3132 2930 2728 2526 2324 21LIGHTING20 A1768 VA22 19------750 VA540 VA120 AEXTERIOR RECEPTACLES20 17ELECTRIC HEAT20 A2750 VA900 VA120 ARECEPTACLES18 15------1250...1250...------16 13Electric Heat20 A21250...1250...220 AELECTRIC HEAT14 11------1250...1250...------12 9ELECTRIC HEAT20 A21250...1250...220 AELECTRIC HEAT10 7------1250...1250...------8 5ELECTRIC HEAT20 A21250...1250...220 AELECTRIC HEAT6 3------1250...1250...------4 1ELECTRIC HEAT20 A21250...1250...220 AELECTRIC HEAT2 CKTCircuit DescriptionTripPolesABCPolesTripCircuit DescriptionCKT Notes: Enclosure:1MCB Rating:600 A Mounting:SurfaceWires:4Mains Rating:600 A Supply From:Phases:3Mains Type:MLO Location:Volts:120/208 WyeA.I.C. Rating:10kA Branch Panel:CP1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION PANEL SCHEDULES E504 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT TYPICAL FOR APARTMENTS 305, 405, AND 505. Notes: Total Est. Demand...86 A Receptacle5380 VA100.00%5380 VATotal Conn. Current:90 A Power10600 VA98.87%10480 VATotal Est. Demand:17,986 VA Other2658 VA80.00%2126 VATotal Conn. Load:18,638 VA Lighting0 VA0.00%0 VA Load ClassificationConnected LoadDemand FactorEstimated DemandPanel Totals Legend: Total Amps:86 A92 A Total Load:8965 VA9673 VA 2930 2728 2526 2324 2122 ------1165 VA / 0 VA20 17,19HP-1 (ROOF)15 A21165 / 018 ------0 VA / 88 VA115 ALIGHTING (AFCI)16 13,15FAN COILS15 A260 / 180115 ARECEPTACLE - TELECOM (AFCI)14 11RECEPTACLES - LIVING ROOM (AFCI)15 A1540 VA / 4000 VA-----9RECEPTACLE - MICROWAVE/VENT...20 A11000 / 4000240 ARECEPTACLE - STOVE10,12 7RECEPTACLES - KITCHEN (AFCI)20 A1540 VA / 540 VA120 ARECEPTACLES - KITCHEN (AFCI)8 5RECEPTACLE - FRIDGE, DINING RM...20 A1360 / 1300-----3RECEPTACLE - LAUNDRY (AFCI)20 A11500 VA / 1300...230 APower4,6 1RECEPTACLE - BATHROOM20 A1180 / 720115 ARECEPTACLES - BEDROOM (AFCI)2 CKTCircuit DescriptionTripPoles AB PolesTripCircuit DescriptionCKT Notes: Enclosure:Type 1 Mounting:FlushWires:3Mains Rating:125 A Supply From:Phases:1Mains Type:MLO Location:STUDIO 8Volts:120/208 SingleA.I.C. Rating:10 Branch Panel:P205 TYPICAL FOR APARTMENTS 306, 406, AND 506. Notes: Total Est. Demand...83 A Receptacle6280 VA100.00%6280 VATotal Conn. Current:84 A Power10600 VA98.87%10480 VATotal Est. Demand:17,189 VA Other536 VA80.00%429 VATotal Conn. Load:17,416 VA Lighting0 VA0.00%0 VA Load ClassificationConnected LoadDemand FactorEstimated DemandPanel Totals Legend: Total Amps:88 A78 A Total Load:9320 VA8096 VA 2930 2728 2526 2324 2122 1920 ------0 / 018 15,17FAN COILS15 A2180 VA / 176 VA115 ALIGHTING (AFCI)16 13RECEPTACLE - BATHROOM20 A1180 / 720115 ARECEPTACLES - BEDROOM (AFCI)14 11RECEPTACLES - BEDROOM (AFCI)15 A1720 VA / 180 VA120 ARECEPTACLE - BATHROOM12 9RECEPTACLES - HALL, LIV ROOM...15 A1720 / 180115 ARECEPTACLE - TELECOM (AFCI)10 7RECEPTACLE - MICROWAVE/VENT...20 A11000 VA / 4000...-----5RECEPTACLES - KITCHEN (AFCI)20 A1720 / 4000240 ARECEPTACLE - STOVE6,8 3RECEPTACLES - KITCHEN (AFCI)20 A1540 VA / 1300 VA-----1RECEPTACLE - LAUNDRY (AFCI)20 A11500 / 1300230 ARECEPTACLE - DRYER2,4 CKTCircuit DescriptionTripPoles AB PolesTripCircuit DescriptionCKT Notes: Enclosure:Type 1 Mounting:FlushWires:3Mains Rating:125 A Supply From:Phases:1Mains Type:MLO Location:2 BR 9Volts:120/208 SingleA.I.C. Rating:10 Branch Panel:P206 TYPICAL FOR APARTMENTS 307, 407, AND 507. Notes: Total Est. Demand...94 A Receptacle6280 VA100.00%6280 VATotal Conn. Current:98 A Power10600 VA98.87%10480 VATotal Est. Demand:19,551 VA Other3488 VA80.00%2791 VATotal Conn. Load:20,368 VA Lighting0 VA0.00%0 VA Load ClassificationConnected LoadDemand FactorEstimated DemandPanel Totals Legend: Total Amps:101 A94 A Total Load:10601 VA9767 VA 2930 2728 2526 2324 ------1487 / 022 19,21HP-3 (ROOF)20 A21487 VA / 0 VA20 17LIGHTING (AFCI)15 A1154 / 0-----15RECEPTACLES - BEDROOM (AFCI)15 A1720 VA / 180 VA215 AFAN COILS16,18 13RECEPTACLE - BATHROOM20 A1180 / 720115 ARECEPTACLES - BEDROOM (AFCI)14 11RECEPTACLE - BATHROOM20 A1180 VA / 1300 VA-----9RECEPTACLE - LAUNDRY (AFCI)20 A11500 / 1300230 ARECEPTACLE - DRYER10,12 7RECEPTACLES - HALL, LIV ROOM...15 A1720 VA / 180 VA115 ARECEPTACLE - TELECOM (AFCI)8 ------4000 / 540120 ARECEPTACLES - KITCHEN (AFCI)6 3,5RECEPTACLE - STOVE40 A24000 VA / 1000...120 ARECEPTACLE - MICROWAVE/VENT...4 1RECEPTACLE - FRIDGE, KITCHEN...20 A1360 / 360120 ARECEPTACLES - KITCHEN (AFCI)2 CKTCircuit DescriptionTripPoles AB PolesTripCircuit DescriptionCKT Notes: Enclosure:Type 1 Mounting:FlushWires:3Mains Rating:125 A Supply From:Phases:1Mains Type:MLO Location:2 BR 10Volts:120/208 SingleA.I.C. Rating:10 Branch Panel:P207 TYPICAL FOR APARTMENTS 308, 408, AND 508. Notes: Total Est. Demand...96 A Receptacle6640 VA100.00%6640 VATotal Conn. Current:100 A Power10600 VA98.87%10480 VATotal Est. Demand:19,911 VA Other3488 VA80.00%2791 VATotal Conn. Load:20,728 VA Lighting0 VA0.00%0 VA Load ClassificationConnected LoadDemand FactorEstimated DemandPanel Totals Legend: Total Amps:103 A95 A Total Load:10807 VA9921 VA 2930 2728 2526 2324 2122 190 VA / 1487 VA-----------0 / 1487220 AHP-3 (ROOF)18,20 15,17FAN COILS15 A2180 VA / 154 VA115 ALIGHTING (AFCI)16 13RECEPTACLE - BATHROOM20 A1180 / 180115 ARECEPTACLE - TELECOM (AFCI)14 11RECEPTACLES - BEDROOM (AFCI)15 A1900 VA / 180 VA120 ARECEPTACLE - BATHROOM12 9RECEPTACLES - HALL, LIV ROOM...15 A1720 / 720115 ARECEPTACLES - BEDROOM (AFCI)10 7RECEPTACLES - KITCHEN (AFCI)20 A1720 VA / 1300 VA-----5RECEPTACLE - LAUNDRY (AFCI)20 A11500 / 1300230 ARECEPTACLE - DRYER6,8 3RECEPTACLE - MICROWAVE/VENT...20 A11000 VA / 4000...-----1RECEPTACLES - KITCHEN (AFCI)20 A1720 / 4000240 ARECEPTACLE - STOVE2,4 CKTCircuit DescriptionTripPoles AB PolesTripCircuit DescriptionCKT Notes: Enclosure:Type 1 Mounting:FlushWires:3Mains Rating:125 A Supply From:Phases:1Mains Type:MLO Location:2 BR 11Volts:120/208 SingleA.I.C. Rating:10 Branch Panel:P208 TYPICAL FOR APARTMENTS 309, 409, AND 509. Notes: Total Est. Demand...94 A Receptacle5560 VA100.00%5560 VATotal Conn. Current:98 A Power10600 VA98.87%10480 VATotal Est. Demand:19,454 VA Other4268 VA80.00%3414 VATotal Conn. Load:20,428 VA Lighting0 VA0.00%0 VA Load ClassificationConnected LoadDemand FactorEstimated DemandPanel Totals Legend: Total Amps:103 A91 A Total Load:10933 VA9494 VA 2930 2728 2526 2324 2122 1920 170 / 1934-----------0 VA / 1934 VA230 AHP-2 (ROOF)16,18 13,15FAN COILS15 A2120 / 99115 ALIGHTING (AFCI)14 11RECEPTACLE - BATHROOM20 A1180 VA / 900 VA115 ARECEPTACLES - BEDROOM (AFCI)12 ------1300 / 720115 ARECEPTACLES - LIVING ROOM (AFCI)10 7,9RECEPTACLE - DRYER30 A21300 VA / 180 VA115 ARECEPTACLE - TELECOM (AFCI)8 5RECEPTACLE - LAUNDRY (AFCI)20 A11500 / 4000-----3RECEPTACLE - MICROWAVE/VENT...20 A11000 VA / 4000...240 ARECEPTACLE - STOVE4,6 1RECEPTACLES - KITCHEN (AFCI)20 A1540 / 720120 ARECEPTACLES - KITCHEN (AFCI)2 CKTCircuit DescriptionTripPoles AB PolesTripCircuit DescriptionCKT Notes: Enclosure:Type 1 Mounting:FlushWires:3Mains Rating:125 A Supply From:Phases:1Mains Type:MLO Location:1 BR 12Volts:120/208 SingleA.I.C. Rating:10 Branch Panel:P209 Typical for apartments 310, 410, and 510. Notes: Total Est. Demand...103 A Receptacle6280 VA100.00%6280 VATotal Conn. Current:110 A Power13000 VA95.38%12400 VATotal Est. Demand:21,480 VA Other3499 VA80.00%2800 VATotal Conn. Load:22,779 VA Lighting0 VA0.00%0 VA Load ClassificationConnected LoadDemand FactorEstimated DemandPanel Totals Legend: Total Amps:108 A110 A Total Load:11272 VA11507 VA 2930 2728 2526 2324 2122 19RECEPTACLE - MICROWAVE/VENT...20 A11000 VA / 0 VA20 17RECEPTACLE - TELECOM (AFCI)15 A1180 / 165120 ALIGHTING (AFCI)18 15RECEPTACLES - KITCHEN (AFCI)20 A1360 VA / 900 VA115 ARECEPTACLES - HALL, LIV ROOM...16 13RECEPTACLES - BEDROOM (AFCI)15 A1720 / 540120 ARECEPTACLES - KITCHEN (AFCI)14 11RECEPTACLES - BEDROOM (AFCI)15 A1900 VA / 1487 VA-----------0 / 1487220 AHP-3 (ROOF)10,12 7,9FAN COILS15 A2180 VA / 4000 VA-----5RECEPTACLE - BATHROOM20 A1180 / 4000240 ARECEPTACLE - STOVE6,8 3RECEPTACLE - BATHROOM20 A1180 VA / 2500 VA-----1RECEPTACLE - LAUNDRY (AFCI)20 A11500 / 2500230 ARECEPTACLE - DRYER2,4 CKTCircuit DescriptionTripPoles AB PolesTripCircuit DescriptionCKT Notes: Enclosure:Type 1 Mounting:FlushWires:3Mains Rating:125 A Supply From:Phases:1Mains Type:MLO Location:2 BR 13Volts:120/208 SingleA.I.C. Rating:10 Branch Panel:P210 TYPICAL FOR APARTMENTS 301, 401, AND 501. Notes: Total Est. Demand...96 A Receptacle6100 VA100.00%6100 VATotal Conn. Current:101 A Power10600 VA98.87%10480 VATotal Est. Demand:20,003 VA Other4279 VA80.00%3423 VATotal Conn. Load:20,979 VA Lighting0 VA0.00%0 VA Load ClassificationConnected LoadDemand FactorEstimated DemandPanel Totals Legend: Total Amps:104 A97 A Total Load:10934 VA10044 VA 2930 2728 2526 2324 2122 ------1934 VA / 0 VA20 17,19HP-2 (ROOF)30 A21934 / 018 15LIGHTING (AFCI)15 A1110 VA / 0 VA-----------4000 / 120215 AFAN COILS14,16 11,13RECEPTACLE - STOVE40 A24000 VA / 720 VA115 ARECEPTACLES - BEDROOM (AFCI)12 9RECEPTACLES - KITCHEN (AFCI)20 A1720 / 1000120 ARECEPTACLE - MICROWAVE/VENT...10 7RECEPTACLES - HALL, LIV ROOM...15 A1720 VA / 540 VA120 A8 ------1300 / 180115 ARECEPTACLE - TELECOM (AFCI)6 3,5RECEPTACLE - DRYER30 A21300 VA / 720 VA115 ARECEPTACLES - BEDROOM (AFCI)4 1RECEPTACLE - BATHROOM20 A1180 / 1500120 ARECEPTACLE - LAUNDRY (AFCI)2 CKTCircuit DescriptionTripPoles AB PolesTripCircuit DescriptionCKT Notes: Enclosure:Type 1 Mounting:FlushWires:3Mains Rating:125 A Supply From:Phases:1Mains Type:MLO Location:2 BR 4Volts:120/208 SingleA.I.C. Rating:10 Branch Panel:P201 TYPICAL FOR APARTMENTS 302, 322, 324, 402, 424, 425, 502, 523, AND 525. Notes: Total Est. Demand...75 A Receptacle4840 VA100.00%4840 VATotal Conn. Current:76 A Power10600 VA98.87%10480 VATotal Est. Demand:15,591 VA Other339 VA80.00%271 VATotal Conn. Load:15,779 VA Lighting0 VA0.00%0 VA Load ClassificationConnected LoadDemand FactorEstimated DemandPanel Totals Legend: Total Amps:76 A76 A Total Load:7899 VA7880 VA 2930 2728 2526 2324 2122 1920 1718 ------0 VA / 0 VA16 13,15FAN COILS15 A260 / 99115 ALIGHTING (AFCI)14 11RECEPTACLE - FRIDGE, DINING RM...20 A1360 VA / 4000 VA-----9RECEPTACLE - MICROWAVE/VENT...20 A11000 / 4000240 ARECEPTACLE - STOVE10,12 7RECEPTACLE - TELECOM (AFCI)15 A1180 VA / 540 VA120 ARECEPTACLES - KITCHEN (AFCI)8 5RECEPTACLES - KITCHEN (AFCI)20 A1540 / 1300-----3RECEPTACLE - LAUNDRY (AFCI)20 A11500 VA / 1300...230 ARECEPTACLE - DRYER4,6 1RECEPTACLE - BATHROOM20 A1180 / 720115 ARECEPTACLES - BEDROOM (AFCI)2 CKTCircuit DescriptionTripPoles AB PolesTripCircuit DescriptionCKT Notes: Enclosure:Type 1 Mounting:FlushWires:3Mains Rating:125 A Supply From:Phases:1Mains Type:MLO Location:STUDIO 5Volts:120/208 SingleA.I.C. Rating:10 Branch Panel:P202 TYPICAL FOR APARTMENTS 303, 323, 403, 424, 503, AND 524. Notes: Total Est. Demand...87 A Receptacle5560 VA100.00%5560 VATotal Conn. Current:90 A Power10600 VA98.87%10480 VATotal Est. Demand:18,031 VA Other2489 VA80.00%1991 VATotal Conn. Load:18,649 VA Lighting0 VA0.00%0 VA Load ClassificationConnected LoadDemand FactorEstimated DemandPanel Totals Legend: Total Amps:87 A91 A Total Load:9064 VA9585 VA 2930 2728 2526 2324 2122 1920 170 / 1165-----------0 VA / 1165 VA215 AHP-1 (ROOF)16,18 13,15FAN COILS15 A260 / 99115 ALIGHTING (AFCI)14 11RECEPTACLES - LIVING ROOM (AFCI)15 A1540 VA / 4000 VA-----9RECEPTACLE - MICROWAVE/VENT...20 A11000 / 4000240 ARECEPTACLE - STOVE10,12 7RECEPTACLES - KITCHEN (AFCI)20 A1540 VA / 540 VA120 ARECEPTACLES - KITCHEN (AFCI)8 5RECEPTACLE - FRIDGE, KITCHEN...20 A1540 / 1300-----3RECEPTACLE - LAUNDRY (AFCI)20 A11500 VA / 1300...230 ARECEPTACLE - DRYER4,6 1RECEPTACLE - BATHROOM20 A1180 / 720115 ARECEPTACLES - BEDROOM/HALL...2 CKTCircuit DescriptionTripPoles AB PolesTripCircuit DescriptionCKT Notes: Enclosure:Type 1 Mounting:FlushWires:3Mains Rating:125 A Supply From:Phases:1Mains Type:MLO Location:STUDIO 6Volts:120/208 SingleA.I.C. Rating:10 Branch Panel:P203 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION PANEL SCHEDULES E505 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT TYPICAL FOR APARTMENTS 318, 418, AND 518. Notes: Total Est. Demand...93 A Receptacle5920 VA100.00%5920 VATotal Conn. Current:97 A Power10800 VA98.52%10640 VATotal Est. Demand:19,351 VA Other3488 VA80.00%2791 VATotal Conn. Load:20,208 VA Lighting0 VA0.00%0 VA Load ClassificationConnected LoadDemand FactorEstimated DemandPanel Totals Legend: Total Amps:99 A94 A Total Load:10407 VA9801 VA 2930 2728 2526 2324 2122 ------1487 VA / 0 VA20 17,19HP-3 (ROOF)20 A21487 / 0-----1520 A1154 VA / 180 VA215 AFAN COILS16,18 13RECEPTACLES - BEDROOM (AFCI)15 A1900 / 540115 ARECEPTACLES - LIVING ROOM (AFCI)14 ------4000 VA / 180 VA115 ARECEPTACLE - TELECOM (AFCI)12 9,11RECEPTACLE - STOVE40 A24000 / 1000120 ARECEPTACLE - MICROWAVE/VENT...10 7RECEPTACLES - KITCHEN (AFCI)20 A1540 VA / 360 VA120 ARECEPTACLES - KITCHEN (AFCI)8 ------1400 / 720115 ARECEPTACLES - BEDROOM (AFCI)6 3,5RECEPTACLE - DRYER30 A21400 VA / 1500...120 ARECEPTACLE - LAUNDRY (AFCI)4 1RECEPTACLE - BATHROOM20 A1180 / 180120 ARECEPTACLE - BATHROOM2 CKTCircuit DescriptionTripPoles AB PolesTripCircuit DescriptionCKT Notes: Enclosure:Type 1 Mounting:FlushWires:3Mains Rating:125 A Supply From:Phases:1Mains Type:MLO Location:2 BR 21Volts:120/208 SingleA.I.C. Rating:10 Branch Panel:P218 ALSO TYPICAL FOR APARTMENT 320. Notes: Total Est. Demand...103 A Receptacle8080 VA100.00%8080 VATotal Conn. Current:108 A Power10800 VA98.52%10640 VATotal Est. Demand:21,520 VA Other3499 VA80.00%2800 VATotal Conn. Load:22,379 VA Lighting0 VA0.00%0 VA Load ClassificationConnecte d LoadDemand FactorEstimated DemandPanel Totals Legend: Total Amps:107 A108 A Total Load:11172 VA11207 VA 2930 2728 250 / 0-----230 VA / 180 VA215 AFAN COILS24,26 ------1487 / 022 19,21HP-3 (ROOF)20 A21487 VA / 540 VA115 ARECEPTACLES - LIVING ROOM (AFCI)20 1720 A1165 / 360115 ARECEPTACLES - HALL (AFCI)18 15RECEPTACLES - LIVING ROOM (AFCI)15 A1540 VA / 4000 VA-----13RECEPTACLE - MICROWAVE/VENT...20 A11000 / 4000240 ARECEPTACLE - STOVE14,16 11RECEPTACLES - KITCHEN (AFCI)20 A1540 VA / 720 VA120 ARECEPTACLES - KITCHEN (AFCI)12 9RECEPTACLES - DINING ROOM...20 A1540 / 360120 ARECEPTACLE - FRIDGE, DINING RM...10 7RECEPTACLES - BEDROOM (AFCI)15 A1720 VA / 900 VA115 ARECEPTACLES - BEDROOM (AFCI)8 5RECEPTACLE - BATHROOM20 A1180 / 180120 ARECEPTACLE - BATHROOM6 ------1400 VA / 180 VA115 ARECEPTACLE - TELECOM (AFCI)4 1,3RECEPTACLE - DRYER30 A21400 / 1500120 ARECEPTACLE - LAUNDRY (AFCI)2 CKTCircuit DescriptionTripPoles AB PolesTripCircuit DescriptionCKT Notes: Enclosure:Type 1 Mounting:FlushWires:3Mains Rating:125 A Supply From:Phases:1Mains Type:MLO Location:2 BR 139Volts:120/208 SingleA.I.C. Rating:10 Branch Panel:P220 ALSO TYPICAL FOR APARTMENT 321. Notes: Total Est. Demand...96 A Receptacle6460 VA100.00%6460 VATotal Conn. Current:100 A Power10800 VA98.52%10640 VATotal Est. Demand:19,891 VA Other3488 VA80.00%2791 VATotal Conn. Load:20,748 VA Lighting0 VA0.00%0 VA Load ClassificationConnected LoadDemand FactorEstimated DemandPanel Totals Legend: Total Amps:90 A107 A Total Load:9407 VA11341 VA 2930 2728 2526 2324 2122 ------1487 VA / 0 VA20 17,19HP-3 (ROOF)20 A21487 / 0-----15LIGHTING (AFCI)15 A1154 VA / 180 VA215 AFAN COILS16,18 13RECEPTACLE - TELECOM (AFCI)15 A1180 / 1400-----11RECEPTACLE - LAUNDRY (AFCI)20 A11500 VA / 1400...230 ARECEPTACLE - DRYER12,14 9RECEPTACLE - BATHROOM20 A1180 / 180120 ARECEPTACLE - BATHROOM10 7RECEPTACLES - BEDROOM (AFCI)15 A1720 VA / 900 VA115 ARECEPTACLES - BEDROOM (AFCI)8 5RECEPTACLES - HALL, LIV ROOM...15 A1720 / 4000-----3RECEPTACLE - MICROWAVE/VENT...20 A11000 VA / 4000...240 ARECEPTACLE - STOVE4,6 1RECEPTACLES - ISLAND, DIN ROO...20 A1720 / 540120 ARECEPTACLES - KITCHEN (AFCI)2 CKTCircuit DescriptionTripPoles AB PolesTripCircuit DescriptionCKT Notes: Enclosure:Type 1 Mounting:FlushWires:3Mains Rating:125 A Supply From:Phases:1Mains Type:MLO Location:2 BR 24Volts:120/208 SingleA.I.C. Rating:10 Branch Panel:P221 ALSO TYPICAL FOR APARTMENT 224. Notes: Total Est. Demand...84 A Receptacle4660 VA100.00%4660 VATotal Conn. Current:87 A Power10800 VA98.52%10640 VATotal Est. Demand:17,435 VA Other2669 VA80.00%2135 VATotal Conn. Load:18,129 VA Lighting0 VA0.00%0 VA Load ClassificationConnected LoadDemand FactorEstimated DemandPanel Totals Legend: Total Amps:96 A75 A Total Load:10325 VA7804 VA 2930 2728 2526 2324 2122 1920 ------0 / 018 15,17FAN COILS15 A260 VA / 1165 VA-----------1400 / 1165215 AHP-1 (ROOF)14,16 11,13RECEPTACLE - DRYER30 A21400 VA / 180 VA115 ARECEPTACLE - TELECOM (AFCI)12 9RECEPTACLE - FRIDGE, DINING RM...20 A1360 / 1500120 ARECEPTACLE - LAUNDRY (AFCI)10 ------4000 VA / 360 VA115 ARECEPTACLES - LIVING ROOM (AFCI)8 5,7RECEPTACLE - STOVE40 A24000 / 1000120 ARECEPTACLE - MICROWAVE/VENT...6 3RECEPTACLES - KITCHEN (AFCI)20 A1540 VA / 99 VA115 ALIGHTING (AFCI)4 1RECEPTACLE - BATHROOM20 A1180 / 720115 ARECEPTACLES - BEDROOM (AFCI)2 CKTCircuit DescriptionTripPoles AB PolesTripCircuit DescriptionCKT Notes: Enclosure:Type 1 Mounting:FlushWires:3Mains Rating:125 A Supply From:Phases:1Mains Type:MLO Location:STUDIO 25Volts:120/208 SingleA.I.C. Rating:10 Branch Panel:P222 TYPICAL FOR APARTMENTS 225 AND 325. Notes: Total Est. Demand...84 A Receptacle4840 VA100.00%4840 VATotal Conn. Current:87 A Power10800 VA98.52%10640 VATotal Est. Demand:17,471 VA Other2489 VA80.00%1991 VATotal Conn. Load:18,129 VA Lighting0 VA0.00%0 VA Load ClassificationConnected LoadDemand FactorEstimated DemandPanel Totals Legend: Total Amps:87 A87 A Total Load:9065 VA9064 VA 2930 2728 2526 2324 2122 1920 1718 ------0 VA / 1165 VA-----13,15FAN COILS15 A260 / 1165215 AHP-1 (ROOF)14,16 11RECEPTACLE - LAUNDRY (AFCI)20 A11500 VA / 99 VA115 ALIGHTING (AFCI)12 ------4000 / 1400-----7,9RECEPTACLE - STOVE40 A24000 VA / 1400...230 ARECEPTACLE - DRYER8,10 5RECEPTACLES - LIVING ROOM (AFCI)15 A1540 / 1000120 ARECEPTACLE - MICROWAVE/VENT...6 3RECEPTACLE - FRIDGE, DINING RM...20 A1360 VA / 540 VA120 ARECEPTACLES - KITCHEN (AFCI)4 1RECEPTACLE - BATHROOM20 A1180 / 720115 ARECEPTACLES - BEDROOM (AFCI)2 CKTCircuit DescriptionTripPoles AB PolesTripCircuit DescriptionCKT Notes: Enclosure:Type 1 Mounting:FlushWires:3Mains Rating:125 A Supply From:Phases:1Mains Type:MLO Location:STUDIO 26Volts:120/208 SingleA.I.C. Rating:10 Branch Panel:P223 TYPICAL OF UNITS 311, 411, AND 511. Notes: Total Est. Demand...87 A Receptacle5380 VA100.00%5380 VATotal Conn. Current:91 A Power10800 VA98.52%10640 VATotal Est. Demand:18,155 VA Other2669 VA80.00%2135 VATotal Conn. Load:18,849 VA Lighting0 VA0.00%0 VA Load ClassificationConnected LoadDemand FactorEstimated DemandPanel Totals Legend: Total Amps:89 A92 A Total Load:9244 VA9605 VA 2930 2728 2526 2324 2122 1920 ------0 / 1165-----15,17FAN COILS15 A260 VA / 1165 VA215 AHP-1 (ROOF)16,18 13RECEPTACLE - TELECOM (AFCI)15 A1180 / 99115 ALIGHTING (AFCI)14 11RECEPTACLES - BEDROOM (AFCI)15 A1900 VA / 540 VA115 ARECEPTACLES - LIVING ROOM (AFCI)12 9RECEPTACLES - KITCHEN (AFCI)20 A1540 / 180115 ARECEPTACLE - FRIDGE10 7RECEPTACLE - MICROWAVE/VENT...20 A11000 VA / 540 VA120 ARECEPTACLES - KITCHEN (AFCI)8 ------1400 / 4000-----3,5RECEPTACLE - DRYER30 A21400 VA / 4000...240 ARECEPTACLE - STOVE4,6 1RECEPTACLE - BATHROOM20 A1180 / 1500120 ARECEPTACLE - LAUNDRY (AFCI)2 CKTCircuit DescriptionTripPoles AB PolesTripCircuit DescriptionCKT Notes: Enclosure:Type 1 Mounting:FlushWires:3Mains Rating:125 A Supply From:Phases:1Mains Type:MLO Location:STUDIO 14Volts:120/208 SingleA.I.C. Rating:10 Branch Panel:P211 TYPICAL OF APARTMENTS 204, 214, 216, 304, 312, 314, 316, 404, 412, 414, 416, 504, 512, 514, AND 516. Notes: Total Est. Demand...89 A Receptacle5740 VA100.00%5740 VATotal Conn. Current:92 A Power10800 VA98.52%10640 VATotal Est. Demand:18,515 VA Other2669 VA80.00%2135 VATotal Conn. Load:19,209 VA Lighting0 VA0.00%0 VA Load ClassificationConnected LoadDemand FactorEstimated DemandPanel Totals Legend: Total Amps:103 A78 A Total Load:11045 VA8164 VA 2930 2728 2526 2324 2122 ------1165 VA / 0 VA20 17,19HP-1 (ROOF)15 A21165 / 018 15RECEPTACLE - FRIDGE15 A1180 VA / 99 VA115 ALIGHTING (AFCI)16 ------0 / 720115 ARECEPTACLES - LIVING ROOM (AFCI)14 11,13FAN COILS15 A260 VA / 4000 VA-----9RECEPTACLE - MICROWAVE/VENT...20 A11000 / 4000240 ARECEPTACLE - STOVE10,12 7RECEPTACLES - KITCHEN (AFCI)20 A1540 VA / 540 VA120 ARECEPTACLES - KITCHEN (AFCI)8 5RECEPTACLE - LAUNDRY (AFCI)20 A11500 / 1400-----3RECEPTACLE - TELECOM (AFCI)15 A1180 VA / 1400 VA230 ARECEPTACLE - DRYER4,6 1RECEPTACLES - BEDROOM (AFCI)15 A11080 / 180120 ARECEPTACLE - BATHROOM2 CKTCircuit DescriptionTripPoles AB PolesTripCircuit DescriptionCKT Notes: Enclosure:Type 1 Mounting:FlushWires:3Mains Rating:125 A Supply From:Phases:1Mains Type:MLO Location:STUDIO 15Volts:120/208 SingleA.I.C. Rating:10 Branch Panel:P212 TYPICAL FOR APARTMENTS 215, 217, 313, 315, 317, 413, 415, 417, 513, 515, AND 517. Notes: Total Est. Demand...88 A Receptacle5560 VA100.00%5560 VATotal Conn. Current:91 A Power10800 VA98.52%10640 VATotal Est. Demand:18,335 VA Other2669 VA80.00%2135 VATotal Conn. Load:19,029 VA Lighting0 VA0.00%0 VA Load ClassificationConnected LoadDemand FactorEstimated DemandPanel Totals Legend: Total Amps:87 A95 A Total Load:9004 VA10025 VA 2930 2728 2526 2324 2122 190 VA / 1165 VA-----17RECEPTACLE - TELECOM (AFCI)15 A1180 / 1165215 AHP-1 (ROOF)18,20 15RECEPTACLE - LAUNDRY (AFCI)20 A11500 VA / 1400...-----------0 / 1400230 ARECEPTACLE - DRYER14,16 11,13FAN COILS15 A260 VA / 0 VA12 ------4000 / 99115 ALIGHTING (AFCI)10 7,9RECEPTACLE - STOVE40 A24000 VA / 1000...120 ARECEPTACLE - MICROWAVE/VENT...8 5RECEPTACLES - KITCHEN (AFCI)20 A1540 / 540120 ARECEPTACLES - KITCHEN (AFCI)6 3RECEPTACLES - LIVING ROOM (AFCI)15 A1720 VA / 180 VA115 ARECEPTACLE - FRIDGE4 1RECEPTACLE - BATHROOM20 A1180 / 900115 ARECEPTACLES - BEDROOM (AFCI)2 CKTCircuit DescriptionTripPoles AB PolesTripCircuit DescriptionCKT Notes: Enclosure:Type 1 Mounting:FlushWires:3Mains Rating:125 A Supply From:Phases:1Mains Type:MLO Location:STUDIO 16Volts:120/208 SingleA.I.C. Rating:10 Branch Panel:P213 ALSO TYPICAL FOR APARTMENTS 319. Notes: Total Est. Demand...92 A Receptacle5020 VA100.00%5020 VATotal Conn. Current:97 A Power10800 VA98.52%10640 VATotal Est. Demand:19,092 VA Other4290 VA80.00%3432 VATotal Conn. Load:20,110 VA Lighting0 VA0.00%0 VA Load ClassificationConnected LoadDemand FactorEstimated DemandPanel Totals Legend: Total Amps:97 A96 A Total Load:10155 VA9954 VA 2930 2728 2526 2324 2122 1920 170 / 1934-----------4000 VA / 1934...230 AHP-2 (ROOF)16,18 13,15RECEPTACLE - STOVE40 A24000 / 121115 ALIGHTING (AFCI)14 11RECEPTACLES - KITCHEN (AFCI)20 A1360 VA / 1000 VA120 ARECEPTACLE - MICROWAVE/VENT...12 9RECEPTACLES - BEDROOM (AFCI)15 A1540 / 360120 ARECEPTACLES - KITCHEN (AFCI)10 7RECEPTACLE - TELECOM (AFCI)15 A1180 VA / 0 VA-----5RECEPTACLE - BATHROOM20 A1180 / 120215 AFAN COILS6,8 3RECEPTACLES - HALL (AFCI)15 A11080 VA / 1400...-----1RECEPTA CLE - LAUNDRY (AFCI)20 A11500 / 1400230 ARECEPTACLE - DRYER2,4 CKTCircuit DescriptionTripPoles AB PolesTripCircuit DescriptionCKT Notes: Enclosure:Type 1 Mounting:FlushWires:3Mains Rating:125 A Supply From:Phases:1Mains Type:MLO Location:1 BR 22Volts:120/208 SingleA.I.C. Rating:10 Branch Panel:P219 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION PANEL SCHEDULES E506 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT TYPICAL FOR APARTMENTS 329 AND 429. Notes: Total Est. Demand...95 A Receptacle6460 VA100.00%6460 VATotal Conn. Current:99 A Power10600 VA98.87%10480 VATotal Est. Demand:19,731 VA Other3488 VA80.00%2791 VATotal Conn. Load:20,548 VA Lighting0 VA0.00%0 VA Load ClassificationConnected LoadDemand FactorEstimated DemandPanel Totals Legend: Total Amps:101 A95 A Total Load:10627 VA9921 VA 2930 2728 2526 2324 2122 ------1487 VA / 0 VA20 17,19HP-3 (ROOF)20 A21487 / 0-----15LIGHTING (AFCI)15 A1154 VA / 180 VA215 AFAN COILS16,18 13RECEPTACLE - BATHROOM20 A1180 / 720115 ARECEPTACLES - BEDROOM (AFCI)14 11RECEPTACLE - BATHROOM20 A1180 VA / 900 VA115 ARECEPTACLES - BEDROOM/HALL...12 ------1300 / 180115 ARECEPTACLE - TELECOM (AFCI)10 7,9RECEPTACLE - DRYER30 A21300 VA / 720 VA115 ARECEPTACLES - LIVING ROOM (AFCI)8 5RECEPTACLE - LAUNDRY (AFCI)20 A11500 / 4000-----3RECEPTACLE - MICROWAVE/VENT...20 A11000 VA / 4000...240 ARECEPTACLE - STOVE4,6 1RECEPTACLES - KITCHEN (AFCI)20 A1540 / 720120 ARECEPTACLES - KITCHEN (AFCI)2 CKTCircuit DescriptionTripPoles AB PolesTripCircuit DescriptionCKT Notes: Enclosure:Type 1 Mounting:FlushWires:3Mains Rating:125 A Supply From:Phases:1Mains Type:MLO Location:2 BR 32Volts:120/208 SingleA.I.C. Rating:10 Branch Panel:P229 TYPICAL FOR APARTMENTS 330 AND 430. Notes: Total Est. Demand...92 A Receptacle5920 VA100.00%5920 VATotal Conn. Current:95 A Power10600 VA98.87%10480 VATotal Est. Demand:19,038 VA Other3297 VA80.00%2638 VATotal Conn. Load:19,817 VA Lighting0 VA0.00%0 VA Load ClassificationConnected LoadDemand FactorEstimated DemandPanel Totals Legend: Total Amps:103 A85 A Total Load:10987 VA8830 VA 2930 2728 2526 2324 2122 1920 170 / 1487-----15LIGHTING (AFCI)15 A1143 VA / 1487 VA220 AHP-3 (ROOF)16,18 13RECEPTACLE - BATHROOM20 A1180 / 720115 ARECEPTACLES - BEDROOM (AFCI)14 11RECEPTACLES - LIVING ROOM (AFCI)15 A1540 VA / 180 VA115 ARECEPTACLE - TELECOM (AFCI)12 ------4000 / 540120 ARECEPTACLES - KITCHEN (AFCI)10 7,9RECEPTACLE - STOVE40 A24000 VA / 1000...120 ARECEPTACLE - MICROWAVE/VENT...8 5RECEPTACLES - BEDROOM (AFCI)15 A1720 / 540120 ARECEPTACLES - KITCHEN (AFCI)6 3RECEPTACLE - BATHROOM20 A1180 VA / 1300 VA-----1RECEPTACLE - LAUNDRY (AFCI)20 A11500 / 1300230 ARECEPTACLE - DRYER2,4 CKTCircuit DescriptionTripPoles AB PolesTripCircuit DescriptionCKT Notes: Enclosure:Type 1 Mounting:FlushWires:3Mains Rating:125 A Supply From:Phases:1Mains Type:MLO Location:2 BR 33Volts:120/208 SingleA.I.C. Rating:10 Branch Panel:P230 TYPICAL FOR APARTMENTS 321, 431, AND 531. Notes: Total Est. Demand...92 A Receptacle5920 VA100.00%5920 VATotal Conn. Current:96 A Power10600 VA98.87%10480 VATotal Est. Demand:19,147 VA Other3433 VA80.00%2747 VATotal Conn. Load:19,953 VA Lighting0 VA0.00%0 VA Load ClassificationConnected LoadDemand FactorEstimated DemandPanel Totals Legend: Total Amps:90 A100 A Total Load:9406 VA10547 VA 2930 2728 2526 2324 ------1487 / 022 19,21HP-3 (ROOF)20 A21487 VA / 0 VA20 ------0 / 180115 ARECEPTACLE - TELECOM (AFCI)18 15,17FAN COILS15 A2180 VA / 0 VA16 13RECEPTACLE - BATHROOM20 A1180 / 99115 ALIGHTING (AFCI)14 ------4000 VA / 720 VA115 ARECEPTACLES - BEDROOM (AFCI)12 9,11RECEPTACLE - STOVE40 A24000 / 720115 ARECEPTACLES - LIVING ROOM (AFCI)10 7RECEPTACLES - KITCHEN (AFCI)20 A1360 VA / 1000 VA120 ARECEPTACLE - MICROWAVE/VENT...8 5RECEPTACLES - KITCHEN (AFCI)20 A1540 / 1300-----3RECEPTACLE - LAUNDRY (AFCI)20 A11500 VA / 1300...230 ARECEPTACLE - DRYER4,6 1RECEPTACLE - BATHROOM20 A1180 / 720115 ARECEPTACLES - BEDROOM (AFCI)2 CKTCircuit DescriptionTripPoles AB PolesTripCircuit DescriptionCKT Notes: Enclosure:Type 1 Mounting:FlushWires:3Mains Rating:125 A Supply From:Phases:1Mains Type:MLO Location:2 BR 34Volts:120/208 SingleA.I.C. Rating:10 Branch Panel:P231 TYPICAL FOR APARTMENTS 332, 432, AND 532. Notes: Total Est. Demand...98 A Receptacle5380 VA100.00%5380 VATotal Conn. Current:104 A Power10600 VA98.87%10480 VATotal Est. Demand:20,374 VA Other5643 VA80.00%4514 VATotal Conn. Load:21,623 VA Lighting0 VA0.00%0 VA Load ClassificationConnected LoadDemand FactorEstimated DemandPanel Totals Legend: Total Amps:103 A105 A Total Load:10671 VA10952 VA 2930 2728 2526 2324 ------1487 / 022 19,21HP-3 (ROOF)20 A21487 VA / 0 VA20 ------0 / 1165-----15,17FAN COILS15 A260 VA / 1165 VA215 AHP-1 (ROOF)16,18 ------1300 / 99115 ALIGHTING (AFCI)14 11,13RECEPTACLE - DRYER30 A21300 VA / 1500...120 ARECEPTACLE - LAUNDRY (AFCI)12 ------4000 / 180115 ARECEPTACLE - FRIDGE (AFCI)10 7,9RECEPTACLE - STOVE40 A24000 VA / 720 VA115 ARECEPTACLES - LIVING ROOM (AFCI)8 5RECEPTACLES - KITCHEN (AFCI)20 A1540 / 1000120 ARECEPTACLE - MICROWAVE/VENT...6 3RECEPTACLE - TELECOM (AFCI)15 A1180 VA / 540 VA120 ARECEPTACLES - KITCHEN (AFCI)4 1RECEPTACLE - BATHROOM20 A1180 / 720115 ARECEPTACLES - BEDROOM (AFCI)2 CKTCircuit DescriptionTripPoles AB PolesTripCircuit DescriptionCKT Notes: Enclosure:Type 1 Mounting:FlushWires:3Mains Rating:125 A Supply From:Phases:1Mains Type:MLO Location:STUDIO 35Volts:120/208 SingleA.I.C. Rating:10 Branch Panel:P232 TYPICAL FOR UNITS 333, 433, AND 533. Notes: Total Est. Demand...87 A Receptacle5380 VA100.00%5380 VATotal Conn. Current:90 A Power10600 VA98.87%10480 VATotal Est. Demand:17,995 VA Other2669 VA80.00%2135 VATotal Conn. Load:18,649 VA Lighting0 VA0.00%0 VA Load ClassificationConnected LoadDemand FactorEstimated DemandPanel Totals Legend: Total Amps:92 A86 A Total Load:9684 VA8965 VA 2930 2728 2526 2324 2122 1920 ------1165 / 4000-----15,17HP-1 (ROOF)15 A21165 VA / 4000...240 ARECEPTACLE - STOVE16,18 ------0 / 180115 ARECEPTACLE - TELECOM (AFCI)14 11,13FAN COILS15 A260 VA / 1000 VA120 ARECEPTACLE - MICROWAVE/VENT...12 9RECEPTACLES - LIVING ROOM (AFCI)20 A1540 / 99115 ALIGHTING (AFCI)10 7RECEPTACLE - FRIDGE, KITCHEN...20 A1360 VA / 1300 VA-----5RECEPTACLE - LAUNDRY (AFCI)20 A11500 / 1300230 ARECEPTACLE - DRYER6,8 3RECEPTACLES - KITCHEN (AFCI)20 A1540 VA / 540 VA120 ARECEPTACLES - KITCHEN (AFCI)4 1RECEPTACLES - BEDROOM (AFCI)15 A1720 / 180120 ARECEPTACLE - BATHROOM2 CKTCircuit DescriptionTripPoles AB PolesTripCircuit DescriptionCKT Notes: Enclosure:Type 1 Mounting:FlushWires:3Mains Rating:125 A Supply From:Phases:1Mains Type:MLO Location:STUDIO 36Volts:120/208 SingleA.I.C. Rating:10 Branch Panel:P233 TYPICAL FOR APARTMENTS 334, 434, AND 534. Notes: Total Est. Demand...92 A Receptacle5200 VA100.00%5200 VATotal Conn. Current:97 A Power10600 VA98.87%10480 VATotal Est. Demand:19,112 VA Other4290 VA80.00%3432 VATotal Conn. Load:20,090 VA Lighting0 VA0.00%0 VA Load ClassificationConnected LoadDemand FactorEstimated DemandPanel Totals Legend: Total Amps:103 A88 A Total Load:10955 VA9134 VA 2930 2728 2526 2324 2122 1920 170 / 1934-----------0 VA / 1934 VA230 AHP-2 (ROOF)16,18 13,15FAN COILS15 A2120 / 121115 ALIGHTING (AFCI)14 11RECEPTACLES - BEDROOM (AFCI)15 A1540 VA / 180 VA115 ARECEPTACLE - TELECOM (AFCI)12 ------4000 / 540120 ARECEPTACLES - KITCHEN (AFCI)10 7,9RECEPTACLE - STOVE40 A24000 VA / 1000...120 ARECEPTACLE - MICROWAVE/VENT...8 5RECEPTACLES - HALL, LIV ROOM...15 A1720 / 720120 ARECEPTACLES - KITCHEN (AFCI)6 ------1300 VA / 180 VA120 ARECEPTACLE - BATHROOM4 1,3RECEPTACLE - DRYER30 A21300 / 1500120 ARECEPTACLE - LAUNDRY (AFCI)2 CKTCircuit DescriptionTripPoles AB PolesTripCircuit DescriptionCKT Notes: Enclosure:Type 1 Mounting:FlushWires:3Mains Rating:125 A Supply From:Phases:1Mains Type:MLO Location:1 BR 37Volts:120/208 SingleA.I.C. Rating:10 Branch Panel:P234 TYPICAL FOR APARTMENTS 326 AND 426. Notes: Total Est. Demand...79 A Receptacle5560 VA100.00%5560 VATotal Conn. Current:80 A Power10600 VA98.87%10480 VATotal Est. Demand:16,368 VA Other410 VA80.00%328 VATotal Conn. Load:16,570 VA Lighting0 VA0.00%0 VA Load ClassificationConnected LoadDemand FactorEstimated DemandPanel Totals Legend: Total Amps:76 A83 A Total Load:7860 VA8710 VA 2930 2728 2526 2324 2122 1920 1718 ------0 VA / 180 VA115 ARECEPTACLE - TELECOM (AFCI)16 13,15FAN COILS15 A2120 / 014 11RECEPTACLES - BEDROOM (AFCI)15 A11080 VA / 110 VA120 A12 9RECEPTACLES - LIVING ROOM (AFCI)15 A1720 / 180120 ARECEPTACLE - BATHROOM10 7RECEPTACLE - LAUNDRY (AFCI)20 A11500 VA / 1300...-----------4000 / 1300230 ARECEPTACLE - DRYER6,8 3,5RECEPTACLE - STOVE40 A24000 VA / 540 VA120 ARECEPTACLES - KITCHEN (AFCI)4 1RECEPTACLES - KITCHEN (AFCI)20 A1540 / 1000120 ARECEPTACLES - KITCHEN (AFCI)2 CKTCircuit DescriptionTripPoles AB PolesTripCircuit DescriptionCKT Notes: Enclosure:Type 1 Mounting:FlushWires:3Mains Rating:125 A Supply From:Phases:1Mains Type:MLO Location:1 BR 29Volts:120/208 SingleA.I.C. Rating:10 Branch Panel:P226 TYPICAL FOR APARTMENTS 327 AND 427. Notes: Total Est. Demand...91 A Receptacle5920 VA100.00%5920 VATotal Conn. Current:95 A Power10600 VA98.87%10480 VATotal Est. Demand:19,020 VA Other3275 VA80.00%2620 VATotal Conn. Load:19,795 VA Lighting0 VA0.00%0 VA Load ClassificationConnected LoadDemand FactorEstimated DemandPanel Totals Legend: Total Amps:93 A97 A Total Load:9668 VA10127 VA 2930 2728 2526 2324 2122 1920 ------0 / 1487-----15,17FAN COILS15 A2180 VA / 1487 VA220 AHP-3 (ROOF)16,18 13RECEPTACLES - BEDROOM (AFCI)20 A1180 / 121115 ALIGHTING (AFCI)14 11RECEPTACLES - BEDROOM (AFCI)15 A1540 VA / 720 VA115 ARECEPTACLES - BEDROOM (AFCI)12 9RECEPTACLE - LAUNDRY (AFCI)20 A11500 / 1300-----7RECEPTACLES - LIVING ROOM (AFCI)15 A1900 VA / 1300 VA230 ARECEPTACLE - DRYER8,10 ------4000 / 360120 ARECEPTACLES - KITCHEN (AFCI)6 3,5RECEPTACLE - STOVE40 A24000 VA / 1000...120 ARECEPTACLE - MICROWAVE/VENT...4 1RECEPTACLE - BATHROOM20 A1180 / 540120 ARECEPTACLES - KITCHEN (AFCI)2 CKTCircuit DescriptionTripPoles AB PolesTripCircuit DescriptionCKT Notes: Enclosure:Type 1 Mounting:FlushWires:3Mains Rating:125 A Supply From:Phases:1Mains Type:MLO Location:2 BR 30Volts:120/208 SingleA.I.C. Rating:10 Branch Panel:P227 TYPICAL FOR APARTMENTS 328 AND 428. Notes: Total Est. Demand...94 A Receptacle6280 VA100.00%6280 VATotal Conn. Current:98 A Power10600 VA98.87%10480 VATotal Est. Demand:19,568 VA Other3510 VA80.00%2808 VATotal Conn. Load:20,390 VA Lighting0 VA0.00%0 VA Load ClassificationConnected LoadDemand FactorEstimated DemandPanel Totals Legend: Total Amps:104 A90 A Total Load:10983 VA9407 VA 2930 2728 2526 2324 ------1487 / 022 19,21HP-3 (ROOF)20 A21487 VA / 0 VA20 ------0 / 180115 ARECEPTACLE - TELECOM (AFCI)18 15,17FAN COILS15 A2180 VA / 0 VA16 13RECEPTACLE - BATHROOM20 A1180 / 176115 ALIGHTING (AFCI)14 ------4000 VA / 720 VA115 ARECEPTACLES - BEDROOM (AFCI)12 9,11RECEPTACLE - STOVE40 A24000 / 720120 A10 7RECEPTACLES - KITCHEN (AFCI)20 A1540 VA / 1000 VA120 ARECEPTACLE - MICROWAVE/VENT...8 5RECEPTACLES - HALL, LIV ROOM...15 A1720 / 720115 ARECEPTACLES - BEDROOM (AFCI)6 3RECEPTACLE - BATHROOM20 A1180 VA / 1300 VA-----1Receptacle20 A11500 / 1300230 ARECEPTACLE - DRYER2,4 CKTCircuit DescriptionTripPoles AB PolesTripCircuit DescriptionCKT Notes: Enclosure:Type 1 Mounting:FlushWires:3Mains Rating:125 A Supply From:Phases:1Mains Type:MLO Location:2 BR 31Volts:120/208 SingleA.I.C. Rating:10 Branch Panel:P228 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION PANEL SCHEDULES E507 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT Notes: Total Est. Demand...88 A Receptacle5560 VA100.00%5560 VATotal Conn. Current:91 A Power10600 VA98.87%10480 VATotal Est. Demand:18,224 VA Other2730 VA80.00%2184 VATotal Conn. Load:18,890 VA Lighting0 VA0.00%0 VA Load ClassificationConnected LoadDemand FactorEstimated DemandPanel Totals Legend: Total Amps:89 A93 A Total Load:9205 VA9685 VA 2930 2728 2526 2324 2122 1920 17RECEPTACLE BALCONY20 A1180 / 1165-----------0 VA / 1165 VA215 AHP-1 (ROOF)16,18 13,15FAN COILS15 A2120 / 100115 ALIGHTING (AFCI)14 ------1300 VA / 180 VA115 ARECEPTACLE - TELECOM (AFCI)12 9,11RECEPTACLE - DRYER30 A21300 / 720115 ARECEPTACLES - BEDROOM (AFCI)10 ------4000 VA / 1500...120 ARECEPTACLE - LAUNDRY (AFCI)8 5,7RECEPTACLE - STOVE40 A24000 / 180120 ARECEPTACLE - BATHROOM6 3RECEPTACLES - KITCHEN (AFCI)20 A1540 VA / 1000 VA120 ARECEPTACLE - MICROWAVE/VENT...4 1RECEPTACLES - LIVING ROOM (AFCI)15 A1900 / 540120 ARECEPTACLES - KITCHEN (AFCI)2 CKTCircuit DescriptionTripPoles AB PolesTripCircuit DescriptionCKT Notes: Enclosure:Type 1 Mounting:FlushWires:3Main s Rating:125 A Supply From:Phases:1Mains Type:MLO Location:1 BR 128Volts:120/208 SingleA.I.C. Rating:10 Branch Panel:P530 ALSO TYPICAL FOR APARTMENT 522. Notes: Total Est. Demand...96 A Receptacle6100 VA100.00%6100 VATotal Conn. Current:101 A Power10600 VA98.87%10480 VATotal Est. Demand:20,021 VA Other4302 VA80.00%3441 VATotal Conn. Load:21,002 VA Lighting0 VA0.00%0 VA Load ClassificationConnected LoadDemand FactorEstimated DemandPanel Totals Legend: Total Amps:100 A101 A Total Load:10427 VA10574 VA 2930 2728 2526 2324 2122 190 VA / 1934 VA-----17LIGHTING (AFCI)15 A1133 / 1934230 AHP-2 (ROOF)18,20 15RECEPTACLE - PATIO15 A1180 VA / 0 VA-----13RECEPTACLE - TELECOM (AFCI)15 A1180 / 120215 AFAN COILS14,16 11RECEPTACLE - MICROWAVE/VENT...20 A11000 VA / 4000...-----9RECEPTACLE - BATHROOM20 A1180 / 4000240 ARECEPTACLE - STOVE10,12 7RECEPTACLES - BEDROOM (AFCI)15 A1720 VA / 1300 VA-----5RECEPTACLE - LAUNDRY (AFCI)20 A11500 / 1300230 ARECEPTACLE - DRYER6,8 3RECEPTACLES - KITCHEN (AFCI)20 A1360 VA / 1080 VA115 ARECEPTACLES - HALL, LIV ROOM...4 1RECEPTACLES - KITCHEN (AFCI)20 A1540 / 540120 ARECEPTACLES - KITCHEN (AFCI)2 CKTCircuit DescriptionTripPoles AB PolesTripCircuit DescriptionCKT Notes: Enclosure:Type 1 Mounting:FlushWires:3Mains Rating:125 A Supply From:Phases:1Mains Type:MLO Location:1 BR 91Volts:120/208 SingleA.I.C. Rating:10 Branch Panel:P422 Notes: Total Est. Demand...83 A Receptacle6460 VA100.00%6460 VATotal Conn. Current:84 A Power10600 VA98.87%10480 VATotal Est. Demand:17,226 VA Other357 VA80.00%286 VATotal Conn. Load:17,417 VA Lighting0 VA0.00%0 VA Load ClassificationConnected LoadDemand FactorEstimated DemandPanel Totals Legend: Total...81 A86 A86 A Total Load:8457 VA8960 VA8960 VA 2930 2728 2526 2324 2122 1920 ------0 VA / 0 VA115 ALIGHTING (AFCI)18 15,17FAN COILS15 A2180 VA / 4000...-----13RECEPTACLE - MICROWAVE/VEN...20 A11000 / 4000240 ARECEPTACLE - STOVE14,16 11RECEPTACLE - PATIO15 A10 VA / 0 VA120 ARECEPTACLES - KITCHEN (AFCI)12 9RECEPTACLES - BEDROOM (AFCI)15 A10 VA / 0 VA115 ARECEPTACLES - HALL, LIV ROOM...10 7RECEPTACLE - BATHROOM20 A10 / 0115 ARECEPTACLES - BEDROOM (AFCI)8 ------0 VA / 0 VA120 ARECEPTACLE - BATHROOM6 3,5RECEPTACLE - DRYER30 A21300 VA / 150...120 ARECEPTACLE - LAUNDRY (AFCI)4 1RECEPTACLES - KITCHEN (AFCI)20 A1360 / 360120 ARECEPTACLES - KITCHEN (AFCI)2 CKTCircuit DescriptionTripPoles ABC PolesTripCircuit DescriptionCKT Notes: Enclosure:Type 1 Mounting:FlushWires:3Mains Rating:125 A Supply From:Phases:1Mains Type:MLO Location:2 BR 127Volts:120/208 SingleA.I.C. Rating:10 Branch Panel:P527 ALSO TYPICAL FOR APARTMENT 520. Notes: Total Est. Demand...98 A Receptacle7180 VA100.00%7180 VATotal Conn. Current:102 A Power10600 VA98.87%10480 VATotal Est. Demand:20,469 VA Other3511 VA80.00%2809 VATotal Conn. Load:21,291 VA Lighting0 VA0.00%0 VA Load ClassificationConnected LoadDemand FactorEstimated DemandPanel Totals Legend: Total Amps:103 A101 A Total Load:10744 VA10547 VA 2930 2728 2526 2324 210 / 1487-----------0 VA / 1487 VA220 AHP-3 (ROOF)20,22 17,19FAN COILS15 A2180 / 177115 ALIGHTING (AFCI)18 15RECEPTACLE - PATIO15 A1180 VA / 180 VA115 ARECEPTACLE - TELECOM (AFCI)16 13RECEPTACLES - BEDROOM (AFCI)15 A11080 / 180120 ARECEPTACLE - BATHROOM14 11RECEPTACLE - LAUNDRY (AFCI)20 A11500 VA / 1300...-----9RECEPTACLES - HALL, LIV ROOM...15 A1720 / 1300230 ARECEPTACLE - DRYER10,12 7RECEPTACLE - MICROWAVE/VENT...20 A11000 VA / 4000...-----5RECEPTACLES - KITCHEN (AFCI)20 A1540 / 4000240 ARECEPTACLE - STOVE6,8 3RECEPTACLES - KITCHEN (AFCI)20 A1540 VA / 360 VA120 ARECEPTACLES - KITCHEN (AFCI)4 1RECEPTACLE - BATHROOM20 A1180 / 900115 ARECEPTACLES - BEDROOM (AFCI)2 CKTCircuit DescriptionTripPoles AB PolesTripCircuit DescriptionCKT Notes: Enclosure:Type 1 Mounting:FlushWires:3Mains Rating:125 A Supply From:Phases:1Mains Type:MLO Location:2 BR 90Volts:120/208 SingleA.I.C. Rating:10 Branch Panel:P420 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 20210315 - 430-444 West State MLK Street - FP Set.pdf D R R R R D E E Pendent Sprinkler W/Guard Check Valve Double Check Valve OS&Y Gate Valve Upright Sprinkler W/Guard 100Node Number Sidewall Sprinkler Concealed Pendent Sprinkler Upright Sprinkler Dry Sidewall Sprinkler Concealed Sidewall Sprinkler LEGEND Connect to Existing Residential Sidewall Sprinkler Residential Concealed Sidewall Sprinkler Residential Pendent Sprinkler Residential Concealed Pendent Sprinkler Dry Pendent Sprinkler Pendent Sprinkler Extended Coverage Sidewall Sprinkler Extended Coverage Concealed Sidewall Sprinkler Ball Valve or Curb Valve Butterfly Valve Existing (Half Tone) Extended Coverage Concealed Pendent Sprinkler E GENERAL 1. Provide a complete wet pipe fire sprinkler system per the latest edition of NFPA 13, applicable codes, and the specifications. 2. Sprinkler design is performance based. Contractor shall design system subject to approval by AHJ, perform all hydraulic calculations, and submit stamped working drawings. 3. Submit product data for valves, sprinklers, specialties, and alarms. 4. Occupancy: A. Light Hazard: a. 1st floor amenity space and residential levels are light hazard. B. Ordinary Hazard Group 1 a. Parking 126 b. Storage 123B, 124B, 130 c. Telecom 118 d. Trash room 116 e. Water service room 105 f. Commercial Tenant 119 5. Installation shall be made with piping run level, plumb and square to building structure in a neat manner. Changes in direction shall be made with proper pipe fittings. 6. The sprinkler layout, sizing, and routing are diagrammatic to represent the scope of work. Piping shown is illustrative of intended piping locations. Contractor shall field determine all sprinkler locations, positions, pipe routing, sizing, and accessories to provide a fully sprinklered building. 7. Comply with NFPA 13, 26, and 70. 8. Use UL listed and labeled and FM approved pipe and fittings. 9. Comply with the fire code of New York State section 901.7 systems out of service. Notify fire department and code enforcement official. 10. Provide supervision of valves and flow switches. 11. Means shall be provided downstream of all backflow prevention valves for flow tests at system demand 12. The contractor shall arrange for all necessary hydrant flow tests and system inspections with the city of Ithaca. 13. Concealed spaces shall be sprinklered on floors 2-5. CEILINGS 1. Ceiling type and heights are noted on the architectural drawings. Contractor shall verify ceiling and sprinkler installation details prior to final design of system. 2. Conceal sprinkler piping above suspended ceiling as indicated and wherever space permits. Center sprinklers in ceiling tiles as closely as possible. Minimum distance from grid to sprinkler is 6". 3. Provide concealed sprinklers in all finished ceilings. cover , escutcheon sprinkler and exposed piping color to be coordinated with Architecture and ID drawings. PIPING 1. The architect/engineer/owner shall be notified of conflicts in sprinkler system location prior to installation of conflicting elements. 2. Paint all exposed piping & fittings. Clean pipe surface free of excess oils, pipe joint compound, and debris to accept painting. Apply two coats of color selected by owner. 3. All trapped piping shall be fitted with a plugged outlet for draining. Provide drain valves wherever necessary to permit complete drainage of system. 4. Provide inspector test connections for testing and drainage purposes as required by NFPA 13. 5. Provide hangers and seismic restraint per NFPA 13 throughout. 6. All piping penetrations through masonry walls and floors shall be core drilled. Vacuum drilling bases shall be used to prevent damage to the walls. 7. Fire seal all pipe penetrations through fire rated partitions and floors at both ends with elastomer fire caulk. 8. Furnish and install split, chrome plated steel, floor and ceiling plates for all exposed pipe penetrations through walls and ceilings. STANDPIPES DURING CONSTRUCTION 1. In buildings required to have standpipes, not less than one standpipe shall be provided for use during construction. Such standpipes shall be installed prior to construction exceeding 40 feet in height above the lowest level of fire department vehicle access. 2. Such standpipe shall be provided with fire department hose connections at accessible locations adjacent to usable stairways. 3. Such standpipes shall be extended as construction progresses to within one floor of the highest point of construction having secured decking or flooring ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" NOTES, SCHEDULES & LEGEND FP001 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT FIRE PROTECTION NOTES The following are the documentation requirements for Fire Sprinkler Systems as required by the Fire Code of NYS and the City of Ithaca Fire Department. Three copies of each of the required documents need to be submitted: 1 for the Ithaca Fire Department, 1 for the Ithaca Building Department, and 1 copy that will be returned to the contractor after the installation permit has been approved. A. Working Plansshall be drawn to an indicated scale, on sheets of uniform size, with a plan of each floor, and shall show those items from the following list that pertain to the design of the system: (1) Name of owner and occupant. (2) Location, including street address. (3) Point of compass. (4) Full height cross section, or schematic diagram, including structural member information if required for clarity and including ceiling construction and method of protection for nonmetallic piping. (5) Location of partitions. (6) Location of fire walls. (7) Occupancy class of each area or room. (8) Location and size of concealed spaces, closets, attics, and bathrooms. (9) Any small enclosures in which no sprinklers are to be installed. (10) Size of city main in street and whether dead end or circulating; if dead end, direction and distance to nearest circulating main; and city main test results and system elevation relative to test hydrant (see A.23.1.8). (11) Other sources of water supply, with pressure or elevation. (12) Make, type, model, and nominal K‐factor of sprinklers including sprinkler identification number. (13) Temperature rating and location of high temperature sprinklers. (14) Total area protected by each system on each floor. (15) Number of sprinklers on each riser per floor. (16) Total number of sprinklers on each dry pipe system, preaction system, combined dry pipe‐preaction system, or deluge system. (17) Approximate capacity in gallons of each dry pipe system. (18) Pipe type and schedule of wall thickness. (19) Nominal pipe size and cutting lengths of pipe (or center to center dimensions). Where typical branch lines prevail, it shall be necessary to size only one typical line. (20) Location and size of riser nipples. (21) Type of fittings and joints and location of all welds and bends. The contractor shall specify on drawing any sections tobe shop welded and the type of fittings or formations to be used. (22) Type and locations of hangers, sleeves, braces, and methods of securing sprinklers when applicable. (23) All control valves, check valves, drain pipes, and test connections. (24) Make, type, model, and size of alarm or dry pipe valve. (25) Make, type, model, and size of preaction or deluge valve. (26) Kind and location of alarm bells. (27) Size and location of standpipe risers, hose outlets, hand hose, monitor nozzles, and related equipment. (28) Private fire service main sizes, lengths, locations, weights, materials, point of connection to city main; the sizes, types and locations of valves, valve indicators, regulators, meters, and valve pits; and the depth that the top of the pipe is laid below grade. (29) Piping provisions for flushing. (30) Where the equipment is to be installed as an addition to an existing system, enough of the existing system indicated on the plans to make all conditions clear. (31) For hydraulically designed systems, the information on the hydraulic data nameplate. (32) A graphic representation of the scale used on all plans. (33) Name and address of contractor. (34) Hydraulic reference points shown on the plan that correspond with comparable reference points on the hydraulic calculation sheets. (35) The minimum rate of water application (density or flow or discharge pressure), the design area of water application, in‐rack sprinkler demand, and the water required for hose streams both inside and outside. (36) The total quantity of water and the pressure required noted at a common reference point for each system. (37) Relative elevations of sprinklers, junction points, and supply or reference points. (38) If room design method is used, all unprotected wall openings throughout the floor protected. (39) Calculation of loads for sizing and details of sway bracing. (40) The setting for pressure reducing valves. (41) Information about backflow preventers (manufacturer, size, type). (42) Information about antifreeze solution used (type and amount). (43) Size and location of hydrants, showing size and number of outlets and if outlets are to be equipped with independent gate valves. Whether hose houses and equipment are to be provided, and by whom, shall be indicated. Static and residual hydrants that were used in flow tests shall be shown. (44) Size, location, and piping arrangement of fire department connections. (45) Ceiling/roof heights and slopes not shown in the full height cross section. (46) Edition year of NFPA 13 that the sprinkler system is designed to. B. Water Supply Capacity Information. The following information shall be included: (1) Location and elevation of static and residual test gauge with relation to the riser reference point (2) Flow location (3) Static pressure, psi (bar) (4) Residual pressure, psi (bar) (5) Flow, gpm (L/min) (6) Date (7) Time (8) Test conducted by or information supplied by (9) Other sources of water supply, with pressure or elevation C. Hydraulic calculationsshall be prepared on form sheets that include a summary sheet, detailed worksheets, and a graph sheet. The hydraulic summary sheet shall contain the following information, where applicable: (1) Date (2) Location (3) Name of owner and occupant (4) Building number or other identification (5) Description of hazard (for storage applications, the commodity classification, storage height, and rack configuration shall be included) (6) Name and address of contractor or designer (7) Name of approving agency (8) System design requirements, as follows: (a) Design area of water application, ft2 (m2) (b) Minimum rate of water application (density), gpm/ft2 (mm/min). Where sprinklers are listed with minimum water applicationin gpm (L/min) or pressure in psi (bar), the minimum rate of water application shall be indicated in gpm (L/min) or pressure, psi (bar). (c) Area per sprinkler, ft2 (m2) (9) Total water requirements as calculated, including allowance for inside hose, outside hydrants, and water curtain and exposure sprinklers (10) Allowance for in‐rack sprinklers, gpm (L/min) (11) Limitations (dimension, flow, and pressure) on extended coverage or other listed special sprinklers The Detailed worksheets or computer printout sheets shall contain the following information: (1) Sheet number (2) Sprinkler description and discharge constant (K) (3) Hydraulic reference points (4) Flow in gpm (L/min) (5) Pipe size (6) Pipe lengths, center to center of fittings (7) Equivalent pipe lengths for fittings and devices (8) Friction loss in psi/ft (bar/m) of pipe (9) Total friction loss between reference points (10) In-rack sprinkler demand balanced to ceiling demand (11) Elevation head in psi (bar) between reference points (12) Required pressure in psi (bar) at each reference point (13) Velocity pressure and normal pressure if included in calculations (14) Notes to indicate starting points or reference to other sheets or to clarify data shown (15) Diagram to accompany gridded system calculations to indicate flow quantities and directions for lines with sprinklers operating in the remote area (16) Combined K-factor calculations for sprinklers on drops, armovers, or sprigs where calculations do not begin at the sprinkler Sprinkler system components shall be listed and approved for the purpose for which they are installed. All underground connections, above ground piping, and in building piping shall be inspected, hydrostatically tested, and flushed per the requirements of NFPA 13 and the Fire Code of New York State. Ithaca Fire Department shall perform all inspections. The Ithaca Fire Departmentshall witness all flushing of piping, and testing of alarm devices. All hydrostatic testing shall be performed prior to any sprinkler piping being concealed by walls, ceilings, or other obstructions from visual inspection. The Ithaca Fire Department, prior to the underground service being concealed, shall witness hydrostatic testing and flushing of underground water services. Upon completion of the installation, the contractor shall submit a written statement to the Ithaca Fire Department that the system has been installed in accordance with approved plans and tested in accordance with the manufacturer’s specifications, and the appropriate NYS and NFPA requirements. CITY OF ITHACA DOCUMENTATION REQUIREMENTS TEST DATE: 11/03/2016 HYDRANT FLOWED: G-92 CORN AND STATE FIELD FLOW: 1300 GPM CALCULATED FLOW @ 20 PSI: 1409 GPM HYDRANT GAUGED: G-92 CORNER OF CORN AND STATE STATIC: 92 PSI RESIDUAL: 30 PSI CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AN UPDATED HYDRANT FLOW TEST TO CONFIRM FLOWS AND PRESSURES. HYDRANT FLOW DATA 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 1 FDC PROVIDE CHASE WITH ACCESS PANEL COMBINED SPRINKLER/ STANDPIPE. PROVIDE DRAIN TO PARKING GARAGE. STANDPIPE 8' - 6 3/8" 8' - 5 1/2" 8' - 4 1/16" 7' - 11 15/16" 8' - 6 13/16" TYPICAL BRANCH LINES IN PARKING GARAGE 2" SPKD2" SPKD 4" SPKD 4" SPKD 2" SPKD 2" SPKD 4" SPKD FP101 GENERAL NOTES: 1. ALL DRY SPRINKLER MAINS SHALL HAVE A MINIMUM SLOPE OF 1/4" / 10'. ALL DRY SPRINKLER BRANCHES SHALL HAVE A MINIMUM SLOPE OF 1/2" / 10' 2. PROVIDE BALL DRIP AT ALL LOW POINTS OF DRY SYSTEM. 3. MINIMUM CLEARANCE ABOVE FINISHED FLOOR IN GARAGE FOR ALL SPRINKLER PIPING, FITTINGS AND SPRINKLER HEADS SHALL BE 7' 6" 4. PROVIDE DRY SPRINKLER SYSTEM IN ALL UNCONDITIONED AREAS 9' - 2 1/16" PROVIDE BALL DRIP 6" SPKW 6" SPKW 4" SPKW 4" SPKW 4" SPKD STANDPIPE PROVIDE DRY SPRINKLER VALVE COMPRESSOR ON WALL BELOW SPRINKLER PIPING. ELECTRIC ROOM 122 COMMERCIAL TENANT SPACE 119 UTILITY CORRIDOR 117 TELECOM ROOM 118 NORTH STAIR STORAGE 124B EAST STAIR 123 STORAGE 123B EXIT CORRIDOR 125 STORAGE 130 BELOW LANDING BELOW LANDING BELOW LANDING BELOW LANDING BELOW LANDING 8' - 8" 8' - 8" DRY SPRINKLER BELOW CEILING / 1FP401 / 1FP401 / 1FP404 / 1FP404/ 1FP403 / 1FP403 / 1FP402 / 1FP402 / 1FP405 / 1FP405 PARKING 126 PROVIDE 0.25 GPM/SF OVER DIESEL GENERATOR PER NFPA 13 22.27.1.17 CONTRACTOR TO VERIFY WITH ITHACA FIRE DEPARTMENT IF SPRINKLERS SHOULD BE OMITTED IN ELECTRIC ROOM 122 PER NFPA 13 8.15.11.2 E E 1 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 3/32" = 1'-0" 1ST FLOOR CEILING PLAN FP101 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 3/32" = 1'-0" 1 1ST FLOOR SPRINKELR CEILING PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET UNIT C1 201 UNIT A1 202 UNIT A2 203 UNIT A3 204 UNIT A4 205 UNIT D1 206 UNIT D2 207 UNIT D3 208 UNIT B1 209 UNIT D4 210 UNIT A5 211 UNIT A6 212 UNIT A7 213 UNIT A6 214 UNIT A7 215 UNIT A6 216 UNIT A8 217 UNIT D5 218 UNIT B2 219 UNIT D7 221 UNIT A9 222 UNIT A10 223 UNIT A9 224 UNIT B3 226 UNIT D8 227 UNIT D9 228 UNIT D10 229 UNIT D11 230 UNIT D12 231 UNIT A11 232 UNIT A12 233 UNIT C2 234 TELECOM 236 UNIT D6 220 EAST STAIR TRASH ROOM 235 ELEVATOR LOBBY 238 SOUTH CORRIDOR 240 COMBINED SPRINKLER/ STANDPIPE STANDPIPE 2 1/2" SPKW6" SPKW 6" SPKW 6" SPKW 2" SPKW 2 1/2" SPKW STANDPIPE NORTH CORRIDOR 239 ELEC/DATA 237 CENTRAL STAIR ELEV 2 ELEV 1 2 FP201 TYP. APARTMENT LAYOUT 8' - 5" PROVIDE DRY SIDE WALL SPRINKLER FOR BALCONY ABOVE. TYPICAL FOR ALL INSTANCES 8' - 11 1/2" 8' - 4 1/2" 8' - 0" UNIT A10 225 NORTH STAIR TYP. APARTMENT LAYOUT 8' - 4 1/2" 8' - 4 1/2" TYP. APARTMENT LAYOUT 8' - 0" 7' - 10"8' - 0" 8' - 0" 7' - 10" 7' - 10" 8' - 0" 7' - 10"8' - 0" 7' - 10" 7' - 10" 8' - 0" 7' - 10" 8' - 0" 8' - 0" 8' - 0" 7' - 10" 8' - 0" 7' - 10" 8' - 0" OFFSET BELOW DUCTWORK OFFSET ABOVE DUCTWORK INTO JOIST SPACE OFFSET DOWN BELOW DUCTWORK BRANCHES OFFSET ABOVE DUCTWORK BRANCHES SPRINKLER RUN PARALLEL WITH TRUSSES 11 1 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 3/32" = 1'-0" 2ND FLOOR CEILING PLAN FP102 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 3/32" = 1'-0" 1 2ND FLOOR SPRINKELR CEILING PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET UNIT C1 301 UNIT A1 302 UNIT A2 303 UNIT A3 304 UNIT A4 305 UNIT D1 306UNIT D2 307 UNIT D3 308 UNIT B1 309 UNIT D4 310 UNIT A5 311 UNIT A6 312 UNIT A7 313 UNIT A6 314 UNIT A7 315 UNIT A6 316 UNIT A8 317 UNIT D5 318 UNIT B2 319 UNIT D7 321 UNIT A13 322 UNIT A14 323 UNIT A14 325 UNIT B3 326 UNIT D8 327 UNIT D9 328 UNIT D10 329 UNIT D11 330 UNIT D12 331 UNIT A11 332 UNIT A12 333 UNIT C2 334 TELECOM 336 UNIT D6 320 EAST STAIR CENTRAL STAIR NORTH STAIR TRASH ROOM 335 ELEVATOR LOBBY 338 SOUTH CORRIDOR 340 ? ? NORTH CORRIDOR 338 COMBINED SPRINKLER/ STANDPIPE 2 1/2" SPKW 2 1/2" SPKW 2" SPKW STANDPIPE STANDPIPE PROVIDE RECESSED SPRINKLER HEAD IN TRASH CHUTE ON 1ST, 3RD AND 5TH FLOORSELEC/DATA 337 ELEV 2 ELEV 1 2 FP201 UNIT A13 324 OFFSET ABOVE DUCTWORK BRANCHES SPRINKLER RUN PARALLEL WITH TRUSSES ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 3/32" = 1'-0" 3RD FLOOR CEILING PLAN FP103 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 3/32" = 1'-0" 1 THIRD FLOOR SPRINKLER CEILING PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET UNIT C1 401 UNIT A1 402 UNIT A2 403 UNIT A3 404 UNIT A4 405 UNIT D1 406 UNIT D2 407 UNIT D3 408 UNIT B1 409 UNIT D4 410 UNIT A5 411 UNIT A6 412 UNIT A7 413 UNIT A6 414 UNIT A7 415 UNIT A6 416 UNIT A8 417 UNIT D5 418 UNIT D13 420 UNIT B4 422 UNIT A15 423 UNIT A13 424 UNIT A14 425 UNIT B3 426 UNIT D8 427 UNIT D9 428UNIT D10 429 UNIT D11 430 UNIT D12 431 UNIT A11 432 UNIT A12 433 UNIT C2 434 TELECOM 436 EAST STAIR CENTRAL STAIR NORTH STAIR TRASH ROOM 435 ELEVATOR LOBBY 438 NORTH CORRIDOR 439 SOUTH CORRIDOR 440 COMBINED SPRINKLER/ STANDPIPE STANDPIPE STANDPIPE 2 1/2" SPKW 2 1/2" SPKW 2" SPKW ELEV 2 ELEV 1 ELEC/DATA 437 2 FP201 OFFSET ABOVE DUCTWORK BRANCHES SPRINKLER RUN PARALLEL WITH TRUSSES ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 3/32" = 1'-0" 4TH FLOOR CEILING PLAN FP104 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 3/32" = 1'-0" 1 FOURTH FLOOR SPRINKLER CEILING PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET UNIT C1 501 UNIT A1 502 UNIT A2 503 UNIT A3 504 UNIT A4 505 UNIT D1 506 UNIT D2 507 UNIT D3 508 UNIT B1 509 UNIT D4 510 UNIT A5 511 UNIT A6 512 UNIT A7 513 UNIT A6 514 UNIT A7 515 UNIT A6 516 UNIT A8 517 UNIT D5 518 UNIT D13 520 UNIT B4 522 UNIT A15 523 UNIT A13 524 UNIT A14 525 UNIT D14 527 UNIT B5 530 UNIT D12 531 UNIT A11 532 UNIT A12 533 UNIT C2 534 TELECOM 536 TRASH ROOM 535 ELEVATOR LOBBY 538 NORTH CORRIDOR 539 SOUTH CORRIDOR 540 COMBINED SPRINKLER/ STANDPIPE STANDPIPE STANDPIPE 2 1/2" SPKW 2 1/2" SPKW 2" SPKW 2 1/2" SPKW 2 FP201 ELEV 2 ELEV 1 CENTRAL STAIR NORTH STAIR ELEC/DATA 537 EAST STAIR OFFSET ABOVE DUCTWORK BRANCHES SPRINKLER RUN PARALLEL WITH TRUSSES PROVIDE RECESSED SPRINKLER HEAD IN TRASH CHUTE ON 1ST, 3RD AND 5TH FLOORS ELEV 2 ELEV 1 2 FP201 DHW R101 CENTRAL STAIR ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 3/32" = 1'-0" 5TH FLOOR AND PENTHOUSE CEILING PLAN FP105 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 3/32" = 1'-0" 1 FIFTH FLOOR SPRINKLER CEILING PLAN 3/32" = 1'-0" 2 ROOF SPRINKLER CEILING PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 6" SPKW 4" SPKD 4" SPKW 6" SPKW 4" SPKW TO FDC 6" SPKW TO FIRST FLOOR SPRINKLER TO DRY SYSTEM TO COMBINED SPRINKLER/ STANDPIPE TO EAST STAIR STANDPIPE TO NORTH STAIR STANDPIPE TO DOMESTIC SERVICE RPZ OVERFLOW RPZ-1 DCVA-1 DCVA-2 WATER METER 4" CW 3" CW 1 1/2" CW 4" CW 4" CW 6" CW 6" CW 6" SPKW TO FIRST FLOOR AMENITY SPACES 8" 1 / 8 " / 1 ' 0 " 4" CW 3" CW DRY VALVE 2ND FLOOR 12' -0" 3RD FLOOR 22' -0" 4TH FLOOR 32' -0" 5TH FLOOR 42' -0" ROOF 52' -0" 2ND FLOOR 406.54 3RD FLOOR 22' -0" 4TH FLOOR 32' -0" 5TH FLOOR 42' -0" ROOF 52' -0" ELEV SHAFT ROOF 55' -11" EXIST. FINISHED FLOOR 395.95 2ND FLOOR 406.54' 3RD FLOOR 416.54' 4TH FLOOR 426.54' 5TH FLOOR 436.54' ROOF 446.54' 2ND FLOOR 406.54' 3RD FLOOR 416.54' 4TH FLOOR 426.54' 5TH FLOOR 436.54' ROOF 446.54' ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" DETAILS FP201 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1SPRINKLER COMBINED SERVICE 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1/4" = 1'-0" 2 CENTRAL STAIR DETAIL 1 4" SPKW FDC COMBINED SPRINKLER/STANDPIPE NORTH STAIR STANDPIPE EAST STAIR STANDPIPE 6" SPKW 6" SPKW 4" SPKD 2" SPKD 4" SPKD 4" SPKD 4" SPKW 4" SPKW 2 1/2" SPKW 2 1/2" SPKW 2 1/2" SPKW 2ND FLR CONTROL VALVE EAST STAIR STANDPIPE NORTH STAIR STANDPIPE 4" SPKW TO COMMERCIAL TENANT SPACE FROM DCVA-2 OFFSET AROUND BEAM OFFSET AROUND BEAM OFFSET AROUND BEAM OFFSET AROUND BEAM OFFSET AROUND BEAM OFFSET AROUND BEAM RISER DRAIN, DISCHARGE TO PARKING 4" SPKW COMBINED SPRINKLER/STANDPIPE NORTH STAIR STANDPIPE EAST STAIR STANDPIPE 2 1/2" SPKW 2 1/2" SPKW 2 1/2" SPKW 2 1/2" SPKW 2 1/2" SPKW 2 1/2" SPKW 2 1/2" SPKW 2 1/2" SPKW 2 1/2" SPKW 2 HOSE VALVES FOR TESTING ROOF HOSE VALVE FLOORS 3-5 CONTROL VALVES ROOF HOSE VALVE2 1/2" SPKW OFFSET AROUND DUCT WORK SHUT OFF SHUTOFF ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION ISOMETRICS FP301 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1SPRINKLER ISOMETRIC -1ST AND 2ND FLR 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 2SPRINKLER ISOMETRIC -FLOORS 3-5 AND ROOF 1 COMBINED SPRINKLER/ STANDPIPE / 1FP402 / 1FP405 / 1FP405 / 1FP404 / 1FP403 9' - 0" 9' - 0" 10' - 0" 9' - 0" ELECTRIC ROOM 122 TRASH ROOM 116 EXIT CORRIDOR 114 ELEVATOR LOBBY 106 8' - 2 1/8" 8' - 0 1/2" 8' - 0" 8' - 1 1/16" CENTRAL STAIR ELEV 1 ELEV 22 FP201 BELOW LANDING ELEVATOR PIT 4" SPKD 6" SPKW6" SPKW 4" SPKW TO DRY SYSTEM UP TO SECOND FLOOR TO EAST AND NORTH STAIR STANDPIPE NORTH STAIR STORAGE 124B 8' - 8" 10' - 5 1/2" 8' - 8" / 1FP404 / 1FP402 / 1FP402 ERV-6 ERV-8 / 1FP403 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 1ST FLOOR CORE ENLARGED PLAN FP401 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 1ST FLOOR SPRINKlLER CEILING PLAN -CORE 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 / 1FP403 / 1FP401 / 1FP403 8' - 1 1/16" EXIT CORRIDOR 125 EAST STAIR 123 STORAGE 130 8' - 9" 8' - 6 15/16" 8' - 1 1/8" UTILITY CORRIDOR 117 TELECOM ROOM 118 8' - 8" 8' - 8"8' - 8" BELOW LANDING BELOW LANDING STORAGE 123B / 1FP401 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 1ST FLOOR EAST ENLARGED PLAN FP402 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 1ST FLOOR SPRINKlLER CEILING PLAN -EAST 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 FDC 9' - 0" 9' - 0" 10' - 0" 10' - 0" LEASING OFFICE 104 COMMERCIAL TENANT SPACE 119 2 FP201 VESTIBULE 100 6" SPKW6" SPKW 4" SPKW 4" SPKW CENTER ON PIER, ALIGN WITH RPZ OUTLET DRAIN / 1FP404 / 1FP402 / 1 FP401 WATER SERVICE ROOM 105 LOBBY 101 / 1FP404 FC-7 FC-9 / 1FP401 4" SPKW 6" SPKW 6" SPKW 4" SPKW 4" SPKD 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 1ST FLOOR SOUTH ENLARGED PLAN FP403 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 1ST FLOOR SPRINKlLER CEILING PLAN -SOUTH 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET FDC FITNESS CENTER 108 YOGA STUDIO 109 PET SPA 110 RESTROOM 112 RESTROOM 113 BICYCLE ROOM 115 PET RELIEF AREA 111 RESIDENT LOUNGE 107 PACKAGE ROOM 102 MAIL ROOM 103 LOBBY 101 9' - 0" 10' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 8' - 2"8' - 2" 8' - 6" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 10' - 0" 9' - 0" 9' - 0" 10' - 0" 10' - 0" 10' - 0" 9' - 0" 8' - 6" 9' - 0" 10' - 0" 9' - 0" 9' - 0" 8' - 2" 9' - 0" 9' - 0" 10' - 0" TRASH ROOM 116 EXIT CORRIDOR 114 ELEVATOR LOBBY 106 8' - 0" CENTRAL STAIR ELEV 1 ELEV 2 LEASING OFFICE 104 2 FP201 BELOW LANDING ELEVATOR PIT LOCATED SPRINKLER DEFLECTOR 1" BELOW 2"X6" CEILING FEATURE VESTIBULE 100 4" SPKD / 1FP402 WATER SERVICE ROOM 105 LOBBY 101 FC-7 FC-9 FC-6 FC-5 ERV-5ERV-7ERV-6 ERV-8 / 1FP401 / 1FP401 / 1FP403 / 1FP403 4" SPKW 6" SPKW 6" SPKW 4" SPKW 4" SPKD ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 1ST FLOOR WEST ENLARGED PLAN FP404 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 1ST FLOOR SPRINKlLER CEILING PLAN -WEST PROVIDE RECESSED SPRINKLER HEAD IN TRASH CHUTE 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 1 / 1FP401 8' - 2 1/8" 8' - 6 3/8"8' - 5 1/2" NORTH STAIR STORAGE 124B 10' - 5 1/2" 8' - 8" 8' - 8" / 1FP401 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 1ST FLOOR NORTH ENLARGED PLAN FP405 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 1ST FLOOR SPRINKlLER CEILING PLAN -NORTH 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 20210315 - 430-444 West State MLK Street - Landscape Set.pdf RAMP TO BE REMOVED ASPHALT TO BE REMOVED, TYP. RAMP TO BE REMOVEDRAMP TO BE REMOVED PATIO, WALL, HANDRAIL, & STAIRS TO BE REMOVED TO FULL DEPTH CONCRETE PAVEMENT TO BE REMOVED CONCRETE PAD TO BE REMOVED BOLLARDS TO REMAIN AND BE PROTECTED CONCRETE STEP TO BE REMOVED ASPHALT PAVEMENT TO BE REMOVED REMOVE SIGN AND STOCKPILE BIKE RACKS TO BE REMOVED PARKING METER TO BE REMOVED; CITY TO REMOVE HEAD AND REPLACE ON NEW POLE, TYP. STREET LAMP TO REMAIN & BE PROTECTED, TYP. BOLLARD TO BE REMOVED SHED TO BE REMOVED RAMP TO BE REMOVED ASPHALT PAVING TO BE REMOVED, TYP. FENCE TO BE REMOVED BOLLARD TO BE REMOVED BOLLARD TO BE REMOVED REMOVE BILCO DOORS REMOVE GAS METER; SEE CIVIL REMOVE BOLLARDS AND PIV; SEE CIVIL TREE TO BE REMOVED, TYP. SAWCUT CONCRETE AT NEAREST JOINT TREE PROTECTION FENCE, TYP. 9.00' TYP STREET LAMP TO REMAIN & BE PROTECTED, TYP. PROTECT EXISTING FULL-HEIGHT CURB SAWCUT LINE, TYP. INCLUDE IN ITEM 203.02 ASPHALT PAVING TO BE REMOVED, TYP. ITEM 203.02 TREE TO BE REMOVED; ITEM 614.060404 CONCRETE PAVING TO BE REMOVED ITEM 203.02 CURB TO BE REMOVED ITEM 203.02 SIGN TO BE REMOVED REMOVE SIGN AND STOCKPILE ITEM 647.41 REMOVE SIGN AND STOCKPILE ITEM 647.41 430-444 West State / MLK Street DATE DESCRIPTION ITHACA, NEW YORK COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. DRAWING TITLE SCALE: SHEET NO. STAMP T.G. Miller, P.C. 605 West State Street, Suite A CIVIL ENGINEERS JOB NO. ECA # 725 Ithaca, New York 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street Suite 201 LANDSCAPE Ithaca, New York 14850 Taitem 110 S. Albany Street STRUCTURAL & MEP ENGINEERS Ithaca, New York 14850 717 5TH STREET NW WASHINGTON, DC 20001 230 COLONIAL DRIVE HORSEHEADS, NEW YORK ARNOT ITHACA 2, LLC 12.23.2020 PERMIT SET 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 430-444 West State / MLK Street DATE DESCRIPTION ITHACA, NEW YORK COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. DRAWING TITLE SCALE: SHEET NO. STAMP T.G. Miller, P.C. 605 West State Street, Suite A CIVIL ENGINEERS JOB NO. ECA # 725 Ithaca, New York 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street Suite 201 LANDSCAPE Ithaca, New York 14850 Taitem 110 S. Albany Street STRUCTURAL & MEP ENGINEERS Ithaca, New York 14850 717 5TH STREET NW WASHINGTON, DC 20001 230 COLONIAL DRIVE HORSEHEADS, NEW YORK ARNOT ITHACA 2, LLC 12.23.2020 PERMIT SET 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 INSET 1:10 DEMOLITION NOTES 1. REFER TO ARCHITECTURAL DRAWINGS FOR BUILDING DEMOLITION 2. CONSTRUCTION FENCING TO BE INSTALLED AS NECESSARY TO PROTECT PEDESTRIANS, CONTROL VEHICULAR TRAFFIC AND PROTECT ON-SITE CONSTRUCTION MATERIALS. 3. PROVIDE SEDIMENTATION CONTROLS AT ALL EXISTING CATCH BASINS AFFECTED BY NEW CONSTRUCTION. SEE CIVIL EROSION AND SEDIMENT CONTROL PLANS AND SPECS. 4. SEE CIVIL PLANS FOR UTILITY REMOVALS. 5. SEE ELECTRICAL REMOVAL PLAN FOR SITE ELECTRICAL REMOVALS. 6. BASE MATERIAL IN AREAS TO RECEIVE ASPHALT OR CONCRETE TO BE REMOVED TO SUB-GRADE ELEVATIONS AS REQUIRED TO ACCOMMODATE NEW BASE COURSE. 7. PROTECT ALL SURFACE AND SUBSURFACE UTILITIES TO REMAIN DURING DEMOLITION WORK. 8. ALL REMOVED/DEMOLISHED MATERIAL SHALL BECOME CONTRACTOR'S PROPERTY AND REMOVED FROM SITE, UNLESS NOTED OTHERWISE. OWNER TO RESERVE RIGHT OF FIRST REFUSAL ON ALL DEMOLISHED MATERIAL. 9. ALL TREE STUMPS ARE TO BE REMOVED COMPLETELY, ALONG WITH ALL ROOTS 6" AND LARGER. 10. PROTECT EXISTING TREES TO REMAIN. DO NOT STORE EQUIPMENT OR MATERIALS WITHIN THE DRIP LINE OF TREES. 11. PROTECT BENCHMARKS. 12. ALL HAZARDOUS MATERIALS TO BE ABATED BEFORE CONSTRUCTION BEGINS AS REQUIRED BY NEW YORK STATE AND CITY OF ITHACA CODES & ORDINANCES 13. STATE STREET PARKING METER HEADS TO BE REMOVED BY CITY OF ITHACA; OWNER TO NOTIFY CITY ONE WEEK PRIOR TO BEGINNING OF CONSTRUCTION. CONCRETE PAVEMENT OR PAVERS TO BE REMOVED ASPHALT PAVEMENT TO BE REMOVED CONTRACT LIMIT LINE WALL, STAIR OR STRUCTURE TO BE REMOVED TREE PROTECTION FENCE TREE TO BE REMOVED CURB TO BE REMOVED RAILINGS AND/OR FENCE TO BE REMOVED SIGN, BOLLARD, HYDRANT, OR SITE FEATURE TO BE REMOVED VEGETATION TO BE REMOVED DEMOLITION LEGEND SITE DEMOLITION 0'-1"" = 10'-0" L-1010 10' 20' PROPERTY LINE ROW LINE SHEET MATCHLINE SAWCUT PAVEMENT 1 M M M M M M M VARIES; RESET CURB IN ORIGINAL LOCATION R5'-0" R3'-0" MATCHLINE ȭ R5'-0" ȭ R15'-0" C1 L-501 WHEELSTOP, TYP. B4 L-501 ASPHALT PAVEMENT, TYP. C5 L-501 UNIT PAVERS ON CONCRETE BASE C3 L-501 ADA CURB RAMP TYPE 2 A1 L-501 MED. DUTYCONCRETE PAVEMENT B1 L-501 GRANITE CURB, TYP. A2 L-501 CONCRETE PAVEMENT ON STRUCTURAL SOIL, TYP. C5 L-501 UNIT PAVERS ON CONCRETE BASE, TYP D2 L-501 BIKE RACK, TYP. OF (4) ȭ D5 L-501 REMOVABLE BOLLARDS A4 L-501 PIN AT BLDG THRESHOLD, TYP. A2 L-501 CONCRETE PAVEMENT ON STRUCTURAL SOIL, TYP. MATCH TO EXISTING TOP OF RAMP 2'-0" A1 L-501 MED. DUTY CONCRETE PAD A1 L-501 MED. DUTY CONCRETE PAVEMENT A5 L-501 MED. DUTY CONCRETE WITH UNIT PAVER EDGE B2 L-501 STONE MULCH C2 L-501 ADA CURB RAMP TYPE 1 NEW OR RELOCATED PARKING METER; COORDINATE PLACEMENT & SPACING WITH CITY ± 8'-7" ± 50'-4" 6'-5" 6'-5" ± 6'-5"± 6'-5" EXISTING LIGHT FIXTURE TO REMAIN, TYP. 5 1 2' X 8' TREE PIT, TYP. 4'-11" 8'-8" 11'-4" 8'-8" 11'-4"8'-8"11'-4"8'-8" 11'-4" 8'-8"10'-3" 16'-11" 8'-8" 11'-4" 8'-8" 11'-4" 8'-8" CENTER DROP CURB ON ALLEY 4'-0" 4'-0" 7'-8" ALIGN UNIT PAVER BORDER WITH BUILDING CORNER ALIGN WITH BUILDING CORNER EXTENTS OF 3' DEEP CU SOIL; TYP 7'-1" 7'-6" 6'-0" 6'-0" EXTENTS OF C.U. STRUCTURAL SOIL SUBBASE 3'-0" 3'-4" 2'-0" 10'-5" 3'-0" 5'-4" 5'-4" 4'-0" 2'-0" 3'-9" 3'-0" 13'-4" ±3'-0" 7'-2" 7'-0" SIGNAL VAULT AND POLE TO REMAIN & BE PROTECTED SIGN TO REMAIN & BE PROTECTED 6'-0" 6'-0" 8'-10" 6'-0" ± 3'-9" 6'-10" ± 10'-6"39'-2" E2 L-502 STAIR 1 C2-C4 L-502 CONCRETE PLINTH WITH PLANTERS & PRECAST CONCRETE BENCHES TABLES & CHAIRS; SEE SPEC C5 L-501 UNIT PAVERS ON CONCRETE BASE, TYP A5 L-501 MED. DUTY CONCRETE WITH UNIT PAVER EDGE B1 L-501 GRANITE CURB, TYP. EXISTING CURB TO REMAIN CORN STREET ALLEY A1 L-501 MED. DUTYCONCRETE PAVEMENT D3 L-501 BOLLARD TYPE 1 D3 L-501 BOLLARD TYPE 1 D4 L-501 BOLLARD TYPE 2 3'-0" 7'-2" 3'-0" TRENCH DRAIN; SEE CIVIL DRAWINGS STEEL PAVER EDGE RESTRAINT WITHIN TREE PIT, TYP. B3 L-501 ASPHALT PATCH MATCHLINE ȭ ȭ ± 11'-0" B1 L-501 GRANITE CURB, TYP; ITEM 609.0203 A1 L-501 MEDIUM DUTY CONCRETE PAVEMENT, TYP; ITEMS 304.12, 609.0203 C1 L-501 WHEEL STOP, TYP. B4 L-501 ASPHALT PAVEMENT, TYP; ITEMS 207.21, 304.21, 402.097204, 402.197904 R5'-0" R5'-0" R5'-0" R5'-0" R5'-0" R5'-0" 4'-7"12'-0" B2 L-501 STONE MULCH B1 L-501 GRANITE CURB 6'-4" 6'-0" 19'-4" 6'-0" 18'-0" 17'-8"9'-8"21'-3" 9'-8" 2'-1" ±9'-7" ±6'-0"5'-0" 12'-5" 58'-3" 4'-0" 2'-3" TRANSFORMER PADD4 L-501 BOLLARD TYPE 2 B3 L-501 ASPHALT PATCH ITEMS 402.097204, 402.197904 430-444 West State / MLK Street DATE DESCRIPTION ITHACA, NEW YORK COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. DRAWING TITLE SCALE: SHEET NO. STAMP T.G. Miller, P.C. 605 West State Street, Suite A CIVIL ENGINEERS JOB NO. ECA # 725 Ithaca, New York 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street Suite 201 LANDSCAPE Ithaca, New York 14850 Taitem 110 S. Albany Street STRUCTURAL & MEP ENGINEERS Ithaca, New York 14850 717 5TH STREET NW WASHINGTON, DC 20001 230 COLONIAL DRIVE HORSEHEADS, NEW YORK ARNOT ITHACA 2, LLC 12.23.2020 PERMIT SET 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 430-444 West State / MLK Street DATE DESCRIPTION ITHACA, NEW YORK COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. DRAWING TITLE SCALE: SHEET NO. STAMP T.G. Miller, P.C. 605 West State Street, Suite A CIVIL ENGINEERS JOB NO. ECA # 725 Ithaca, New York 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street Suite 201 LANDSCAPE Ithaca, New York 14850 Taitem 110 S. Albany Street STRUCTURAL & MEP ENGINEERS Ithaca, New York 14850 717 5TH STREET NW WASHINGTON, DC 20001 230 COLONIAL DRIVE HORSEHEADS, NEW YORK ARNOT ITHACA 2, LLC 12.23.2020 PERMIT SET 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 KEY MATERIAL DETAIL MEDIUM DUTY CONCRETE PAVEMENT UNIT PAVERS ON CONCRETE BASE UNIT PAVERS ON STRUCTURAL SOIL 1. GENERAL CONTRACTOR SHALL CONTACT UTILITY LOCATING COMPANY AND LOCATE ALL UTILITIES PRIOR TO EXCAVATION AND NOTIFY ALL UTILITY OWNERS HAVING UNDERGROUND UTILITIES ON SITE PRIOR TO EXCAVATION. 2. UNLESS OTHERWISE INDICATED ON SITE LAYOUT PLAN, REPLACE MATERIALS IN KIND ATOP UTILITY TRENCHING. 3. SEE ELECTRICAL DRAWINGS FOR LAYOUT OF UNDERGROUND ELECTRICAL AND LIGHTING. 4. INSTALL EXPANSION JOINTS PER PLAN, NOT TO EXCEED EVERY 24' IN CONCRETE AND IN AREAS WHERE CONCRETE ABUTS CURBS AND OTHER FIXED OBJECTS. 5. VERIFY DIMENSIONS AND ACCEPT CONDITIONS BEFORE PROCEEDING WITH WORK. REPORT DISCREPANCIES TO LANDSCAPE ARCHITECT BEFORE PROCEEDING. 6. DO NOT SCALE FROM MEASURING DRAWINGS. 7. WALKS, DRIVES, CURBS, PARKING, & BUILDING LOCATIONS TO BE LAID OUT IN THE FIELD BY A LICENSED SURVEYOR. 8. LAYOUT IS PARALLEL AND PERPENDICULAR TO BUILDING. 9. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 10. SITE DRAWINGS BASED ON SURVEY BY: T.G. MILLER PC 605 West State Street, Suite A Ithaca, NY 14850 (607) 272-6477 11. SEE SHEET L-501 FOR PAY ITEM NUMBERS FOR WORK IN NYSDOT ROW ALONG SENECA STREET. LAYOUT NOTES LEGEND INSET 1:10 0 10' 20' SITE LAYOUT & MATERIALS 0'-1"" = 10'-0" L-201 CONTRACT LIMIT LINE PROPERTY LINE ROW LINE SHEET MATCHLINE SAWCUT PAVEMENT POINT OF BEGINNING TRANSFORMER ENCLOSURE ASPHALT PAVEMENT A1,A2,A3L-501 C5 L-501 B5 L-501 C5 L-501 MAGLIN KONTUR TABLE & CHAIRS 1 1 UP UP UP EE 394.52 2% 2% 2% 4.3% MAX 2.4% MAX 2% 1.5% 1.5%0.3% 1% TRENCH DRAIN; SEE CIVIL FFE 395.07 394 FFE 394.54 FFE 394.97 1% MAX 1:12 MAX 394.5 395 4.7% MAX 1.5% MAX 2% MAX 394.5 1% 1% 1% 5%5% 1% 3.4% 2% 1% 395 1.8% 1.7% 1.2% 1.2% 3.4% FFE 394.54 FFE 394.54 FFE 394.541.5% 394 394.5 394 393.5 393.5 393.5 393.5 393 393.5 3% FFE 394.54 TC 394.0 BC 393.5 394.21 394.39 TC/BC 394.06 TC 393.86 BC 393.36 393.74 EE 394.52 TC/BC 393.04 TC/BC 393.05 TC 394.17 BC 393.67 MATCH EXISTING TC ±394.26 BC ±393.84 394.30 394.33 EE 394.52 394.38 EE 394.52 394.38 TC 394.36 BC 393.94 TC/BC 394.02 TC 394.50 BC 394.00 394.66 394.80 TC 393.57 BC 393.15 TC/BC 393.13 TC 393.41 BC 392.91 TC 393.40 BC 392.90 TC/BC 393.00 393.63393.54 393.40 TC/BC 393.45 TC 393.64 BC 393.14 EE 394.60 EE 395.05 EE 394.52 TC 392.96 BC 392.46 TC/BC 392.67 TC/BC 392.80 TC 393.36 BC 392.86 393.58 393.44 EE 394.52 394.50 394.79 EE 395 394.80 394.69394.65 394.77 394.60 394.58 EE 394.60 MATCH EXISTING GRADE ±393.52 MATCH EXISTING GRADE ±393.79 MATCH EXISTING GRADE ±394.5 MATCH EXISTING GRADE ±395.3 HP TS 395.65 BS 395.32 TS 395.56 BS 395.08 394.86 394.98 394.58 394.50 EE 394.95 395.12 TS 395.63 BS 395.30 TS 395.58 BS 395.00 394.90 394.69 RIM 394.39 394.00 394.82 EE 394.52 RIM 394.40 EE 394.95394.5 394.68 394.46 394.46 394.41 394.46 394.97 394.54 394.54 394.69 394.85 MATCH EXISTING GRADE ±393.30 MATCH EXISTING GRADE ±393.49 394.53 394.53 394.97 394.91 394.91 394.83 394.91 RIM 394.30 RIM 393.83 394.60 394.59 394.59 394.60 394.75 394.60 EE 394.80 RIM 394.33 394.80 EE 394.80 EE 394.80 394.80 395.30 394.80 HP 395 394.54 395.02 395.02 394.54 394.44394.44 394.5 394.5394.5 MATCH EXISTING GRADE ±393 MATCH EXISTING GRADE ±393.50 TC/BC 394.50 BC 393.8 394.07 393.68 393.71 RIM 394.77 393.60 394.82 394.70 394.65 394.60 394.50 394393.88 394.46 TC/BC 394 BC 393.5 TC/BC 393.77 BC MATCH EXISTING ±393.5 394.45 394.74 394.57 UNDER DRAIN; SEE CIVIL TS 394.10 BS 393.77 EE 394.52TS 394.45 BS 394.12 394.48 393.76 TW 394.41 BW 393.70 TS 394.03 BS/BW 393.70 394.80 TS 395.05 BS 394.80 TS 394.97 BS 394.72 TS 395 BS 394.75 TS 394.92 BS 394.67 TW / BW 394.38 TW / BW 394.41 394.90 395.21 394.88 TS 394.38 BS 394.05 TC 393.45 BC 393.07 TC 393.45 BC 393.14 BOTTOM A.C. UNIT ELEV 402.3 BOTTOM A.C. UNIT ELEV 399.1 TW / BW 394.26 394.33 394.23 TW / BW 394.29 TW / BW 394.38 1% 394.80 2% MAX 393.5 393 393.5 TC/BC 392.37 TC/BC 393.57 TC 392.81 BC 392.31 TC 393.02 BC 392.52 TC/BC 392.55 TC/BC 392.68 TC 393.20 BC 392.70 392.90 393.05 393.18 393.22 393.15 393.34 393.30 MATCH EXISTING ±393.68 RIM 393.23 393.60 393.57 393.36 393.41 MATCH EXISTING GRADE ±393.28 MATCH EXISTING GRADE ±393 TS 393.97 BS 393.47 TS 394 BS 393.5 TS 394.18 BS 393.68 TS 394 BS 393.50 TC/BC 393.50 BC MATCH EXISTING ±393.22 UNDER DRAIN; SEE CIVIL BOTTOM A.C. UNIT ELEV 402.3 BOTTOM A.C. UNIT ELEV 401.5 RIM ±392.45 430-444 West State / MLK Street DATE DESCRIPTION ITHACA, NEW YORK COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. DRAWING TITLE SCALE: SHEET NO. STAMP T.G. Miller, P.C. 605 West State Street, Suite A CIVIL ENGINEERS JOB NO. ECA # 725 Ithaca, New York 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street Suite 201 LANDSCAPE Ithaca, New York 14850 Taitem 110 S. Albany Street STRUCTURAL & MEP ENGINEERS Ithaca, New York 14850 717 5TH STREET NW WASHINGTON, DC 20001 230 COLONIAL DRIVE HORSEHEADS, NEW YORK ARNOT ITHACA 2, LLC 12.23.2020 PERMIT SET 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 430-444 West State / MLK Street DATE DESCRIPTION ITHACA, NEW YORK COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. DRAWING TITLE SCALE: SHEET NO. STAMP T.G. Miller, P.C. 605 West State Street, Suite A CIVIL ENGINEERS JOB NO. ECA # 725 Ithaca, New York 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street Suite 201 LANDSCAPE Ithaca, New York 14850 Taitem 110 S. Albany Street STRUCTURAL & MEP ENGINEERS Ithaca, New York 14850 717 5TH STREET NW WASHINGTON, DC 20001 230 COLONIAL DRIVE HORSEHEADS, NEW YORK ARNOT ITHACA 2, LLC 12.23.2020 PERMIT SET 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 INSET 1:10 GRADING LEGEND FFE EE TS BR TW BW CO TC BC MAJOR PROPOSED CONTOUR EXISTING CONTOUR MINOR PROPOSED CONTOUR FINISH FLOOR ELEVATION ENTRY ELEVATION TOP OF SLAB BOTTOM OF SLAB TOP OF WALL BOTTOM OF WALL CLEAN OUT RIM ELEVATION TOP OF CURB BOTTOM OF CURB SPOT ELEVATION GRADING NOTES 1. ALL EXISTING STRUCTURES, UNLESS OTHERWISE NOTED TO REMAIN, FENCING, TREES, ETC., WITHIN CONSTRUCTION AREA SHALL BE REMOVED & DISPOSED OF OFF SITE. 2. GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES HAVING UNDERGROUND UTILITIES ON SITE OR IN RIGHT-OF-WAY PRIOR TO EXCAVATION. CONTRACTOR SHALL CONTACT UTILITY LOCATING COMPANY AND LOCATE ALL UTILITIES PRIOR TO GRADING START. 3. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 4. MINIMIZE IMPACT TO EXISTING, REMAINING LANDSCAPE WHILE EXCAVATING. GREAT CARE IS TO BE TAKEN TO AVOID DISTURBING ROOTS OF EXISTING TREES. HAND EXCAVATION & AIR SPADING WILL BE REQUIRED WHERE EXISTING TREE ROOTS ARE PRESENT. 5. ALL EXISTING UTILITY COVERS AND GRATES WITHIN THE AREA OF DISTURBANCE ARE TO BE ADJUSTED TO MEET PROPOSED GRADES. 6. MATCH EXISTING GRADE AT ALL EDGES WHERE PROJECT WORK MEETS EXISTING SITE. 7. SEE ELECTRICAL DRAWINGS FOR PROPOSED UTILITIES. 8. ALL WALKWAYS TO HAVE A MAXIMUM 2% CROSS SLOPE. 9. ALL ADA ACCESSIBLE ROUTES INDICATED ON PLANS TO HAVE A MAXIMUM 5% RUNNING SLOPE AS REQUIRED BY CODE. 10. MINIMIZE GRADING WITHIN W. STATE STREET / MLK; MATCH TO EXISTING BOTTOM OF CURB ELEVATIONS TC 863.66 BC 863.33 0 10' 20' 0'-1"" = 10'-0" L-301 SITE GRADING CONTRACT LIMIT LINE PROPERTY LINE ROW LINE MATCHLINE GRADE BREAK PROPOSED HALF CONTOUR HP HIGH POINT MULCHED PROTECTION, TYP. 3' DEPTH TREE & SHRUB PLANTING SOIL, TYP. 3' DEPTH CU STRUCTURAL SOIL, TYP. TURF SOIL, TYP. ITEM 610.1403 TREE & SHRUB PLANTING SOIL TREE & SHRUB PLANTING SOIL; ITEM 610.1404 430-444 West State / MLK Street DATE DESCRIPTION ITHACA, NEW YORK COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. DRAWING TITLE SCALE: SHEET NO. STAMP T.G. Miller, P.C. 605 West State Street, Suite A CIVIL ENGINEERS JOB NO. ECA # 725 Ithaca, New York 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street Suite 201 LANDSCAPE Ithaca, New York 14850 Taitem 110 S. Albany Street STRUCTURAL & MEP ENGINEERS Ithaca, New York 14850 717 5TH STREET NW WASHINGTON, DC 20001 230 COLONIAL DRIVE HORSEHEADS, NEW YORK ARNOT ITHACA 2, LLC 12.23.2020 PERMIT SET 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 430-444 West State / MLK Street DATE DESCRIPTION ITHACA, NEW YORK COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. DRAWING TITLE SCALE: SHEET NO. STAMP T.G. Miller, P.C. 605 West State Street, Suite A CIVIL ENGINEERS JOB NO. ECA # 725 Ithaca, New York 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street Suite 201 LANDSCAPE Ithaca, New York 14850 Taitem 110 S. Albany Street STRUCTURAL & MEP ENGINEERS Ithaca, New York 14850 717 5TH STREET NW WASHINGTON, DC 20001 230 COLONIAL DRIVE HORSEHEADS, NEW YORK ARNOT ITHACA 2, LLC 12.23.2020 PERMIT SET 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 1. SEE PLANTING DETAILS L500 SERIES FOR SUBSURFACE PREPARATIONS 2. UPON ESTABLISHMENT OF SUBGRADE ELEVATIONS FOR LAWN AND LANDSCAPE AREAS, ALL SUBGRADE OUTSIDE OF EXISTING TREE PROTECTION ZONES SHALL BE DEEP RIPPED AND DECOMPACTED PRIOR TO PLACEMENT OF PROPOSED SOIL MIXES. REFER TO SECTION 329113 SOIL PREPARATION FOR SPECIFICATIONS AND REQUIREMENTS. 3. CONTRACTOR TO DEMONSTRATE TO THE OWNER’S REPRESENTATIVE THAT SUBGRADE HAS BEEN FRACTURED TO A DEPTH OF 20- TO 24-INCHES FOR APPROVAL PRIOR TO PLACING SOIL MIXES. 4. CONTRACTOR TO CONFIRM PRESENCE OF EXISTING C.U. STRUCTURAL SOIL ALONG STATE STREET; CONTRACTOR'S OPTION TO EXCAVATE, STOCKPILE, AND REINSTALL STRUCTURAL SOIL. 5. CONTRACTOR TO PROVIDE ADDITIONAL C.U. STRUCTURAL SOIL AS REQUIRED TO MEET VOLUME INDICATED ON PLANS AND DETAILS. SOILS NOTES INSET 1:10 SOILS LEGEND TURF SOIL CU STRUCTURAL SOIL TREE AND SHRUB PLANTING SOIL EXISTING TREE TO REMAIN - MULCHED PROTECTION 4' FROM BASE OF TRUNK. SEE PLANTING PLAN 0 10' 20' 0'-1"" = 10'-0" L-401 SOILS PLAN CONTRACT LIMIT LINE PROPERTY LINE ROW LINE SHEET MATCHLINE SAWCUT PAVEMENT KEY MATERIAL DETAIL 1 3 KpG 2 AcMi 1 KpG AERATE AND OVERSEED WITH TURFGRASS SEED MIX PER SPEC. 1 KpG 2 AcMi 6JpN 3JpN 3JpN ANNUALS MIX; DISTRIBUTE EVENLY THROUGHOUT PLANTERS 6 JpN 13 JvG 5 CsAf 7 MpSS 12 JvG 6 HaA 1 CrSP 9 JvG 1 AcMi 3 MpSS TURFGRASS, TYP; NYSDOT ITEMS 610.1403, 610.1602 3 CsAf 3HaA 5 JvG 430-444 West State / MLK Street DATE DESCRIPTION ITHACA, NEW YORK COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. DRAWING TITLE SCALE: SHEET NO. STAMP T.G. Miller, P.C. 605 West State Street, Suite A CIVIL ENGINEERS JOB NO. ECA # 725 Ithaca, New York 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street Suite 201 LANDSCAPE Ithaca, New York 14850 Taitem 110 S. Albany Street STRUCTURAL & MEP ENGINEERS Ithaca, New York 14850 717 5TH STREET NW WASHINGTON, DC 20001 230 COLONIAL DRIVE HORSEHEADS, NEW YORK ARNOT ITHACA 2, LLC 12.23.2020 PERMIT SET 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 430-444 West State / MLK Street DATE DESCRIPTION ITHACA, NEW YORK COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. DRAWING TITLE SCALE: SHEET NO. STAMP T.G. Miller, P.C. 605 West State Street, Suite A CIVIL ENGINEERS JOB NO. ECA # 725 Ithaca, New York 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street Suite 201 LANDSCAPE Ithaca, New York 14850 Taitem 110 S. Albany Street STRUCTURAL & MEP ENGINEERS Ithaca, New York 14850 717 5TH STREET NW WASHINGTON, DC 20001 230 COLONIAL DRIVE HORSEHEADS, NEW YORK ARNOT ITHACA 2, LLC 12.23.2020 PERMIT SET 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 SHRUBS & PERENNIALS PROPOSED TREE EXISTING TREE TO REMAIN 1. ALL PLANTING BEDS TO BE PREPARED AS SPECIFIED: SHRUB BEDS TO BE PREPARED IN THEIR ENTIRETY WITH 24" OF PLANTING SOIL MIX. TREE PITS TO BE DUG TO DEPTH OF ROOTBALL BY 3X THE DIAMETER. 2. AFTER BEDS ARE PREPARED, THE LANDSCAPE CONTRACTOR IS TO LOCATE TREES, SHRUBS AND PERENNIALS AS SHOWN ON PLANS. TREE, SHRUB AND PERENNIAL LOCATIONS ARE TO BE APPROVED BY LANDSCAPE ARCHITECT BEFORE THEY ARE PLANTED. 3. NO PLANTS ARE TO BE PLANTED UNDER ROOF OVERHANGS OR CANOPIES. 4. ALL TREES AND PLANTS TO COMPLY WITH APPLICABLE REQUIREMENTS OF ANSI 260.1 "AMERICAN STANDARD FOR NURSERY STOCK". 5. MAINTAIN AND WARRANTY ALL LIVING PLANT MATERIAL AS PER SPECIFICATIONS. 6. HAND DIG AND PLANT SHRUBS AND PERENNIALS WITHIN CANOPY OF EXISTING TREES. PROTECT ROOTS OF EXISTING TREES DURING INSTALLATION. 7. ALL DISTURBED AREAS THAT ARE NOT SHOWN AS PAVED OR PLANTED ARE TO BE SEEDED AS LAWN PER SPECIFICATION. 8. TREES ALONG STATE STREET TO BE CENTERED IN TREE PITS PLANTING NOTES LEGEND INSET 1:10 DOT PAY ITEM QT KEY BOTANICAL NAME COMMON NAME SIZE ROOT SPACING COMMENTS TREES 611.0161 3 AcMi Acer miyabei 'Morton' State Street Maple 2 to 2 1 2" B&B Per Plan Branch to 5' 1 CrSP Cornus 'Rutgan' Stellar Pink Dogwood 1 1 2" to 1 3 4" B&B Per Plan 4 KpG Koelreuteria paniculata Goldenraintree 2 to 2 1 2" B&B Per Plan SHRUBS & GRASSES 8 CsAF Cornus sericea 'Arctic Fire' Arctic Fire Red Osier Dogwood 24-36" #5 CONT. 3' O.C. 9 HaA Hydrangea arborescens 'Abetwo' INCREDIBALL Smooth Hydrangea 3-4' #5 CONT 49 JvG Juniperus virginiana 'Grey Owl' Grey Owl Red Cedar 18-24" #3 CONT 24'" O.C. 15 JpN Juniperus procumbens 'Nana' Garden Juniper 18-24" #1 CONT 18'" O.C. 10 MpSS Morella pensylvanica 'Silver Sprite' Bayberry 12-18" #3 CONT. 4' O.C. 1 Morella pensylvanica 'Morton Male' Bayberry 12-18" #3 CONT. 4' O.C. 1 For Every 6 MpSS ANNUALS 60 Annuals Mix 8" O.C. Distribute Evenly Throughout Planters LAWN ESTABLISHMENT 0 10' 20' 0'-1"" = 10'-0" L-402 PLANTING PLAN CONTRACT LIMIT LINE PROPERTY LINE ROW LINE SHEET MATCHLINE KEY MATERIAL DETAIL L-501 E2 L-501 E5 L-501 E1 L-501 E3 ANNUALS MIX 33% Viola s. melanium (mixed colors) 33% Pelagonium x. hortorium (mixed colors) 33% Petunia x. atkinsiana (mixed colors) 1 NOTES: 1. SEE PLANS FOR TOOL JOINTS, EXPANSION JOINTS (EJ), LAYOUT WIDTHS AND RADII. 2. 2" MINIMUM CONCRETE COVERAGE ON MESH AND TIES 3. PAY ITEMS FOR WORK IN NYSDOT ROW ON SENECA STREET 304.12 - SUBBASE, 608.0101 - CONCRETE PAVEMENT CROSS SLOPE AS SHOWN ON GRADING PLAN Scale: 1"=1'-0" MEDIUM DUTY CONCRETE PAVEMENTA1 WIDTH AS SHOWN ON PLAN VARIES 6" 5" WELDED WIRE FABRIC 6" X 6" - W2.9 x W2.9 FLAT SHEETS SET ON CHAIRS 8" COMPACTED NYSDOT TYPE 2 SUBBASE (ITEM 304.12) OR 36" STRUCTURAL SOIL. SEE L401 FOR LOCATIONS. COMPACTED SUBGRADE CONCRETE PAVEMENT MIX (4500PSI AT 28 DAYS); (ITEM 608.0101) NOTES: 1. SEE PLANS FOR LOCATION AND TYPE OF JOINTS. 2. OVERLAP MESH SHEETS 1'-0" MIN. 3. EXPANSION JOINTS TO BE LOCATED EVERY 30' O.C. MIN UNLESS OTHERWISE NOTED ON PLANS TJ EJ Scale: 1"=1'-0" CONCRETE JOINTSA2 1/2" EXPANSION JOINT (EJ)/ CONSTRUCTION JOINT (CJ) AND CLOSED-CELL FOAM FILLER AND JOINT SEALANT 1/2" EPOXY COATED SMOOTH DOWEL x 18" W/ PLASTIC SLEEVE AT 18" O.C. 1" DEEP TOOL JOINT (TJ) W/ 1 4" RADIUS NOTE: 1. 1/4" RECESS AT BUILDING THRESHOLD Scale: 1"=1'-0" PIN AT BUILDING THRESHOLDA4 CONCRETE PAVEMENT AT BUILDING THRESHOLDS BUILDING FACE #4 EPOXY-COATED SMOOTH DOWEL AT 16" O.C. GREASE AND CAST INTO FOUNDATION WALL. BUILDING FOUNDATION EXPANSION JOINT 4" 1'-6" 6" 1'=1'-0" ASPHALT PATCHB3 1'-6" 3" SAWCUT RESURFACE LIMIT LOCATION AS SHOWN ON PLANS; INCLUDE IN ITEM 203.02 BITUMINOUS TACK COAT; ITEM 407.0103 EXISTING ASPHALT EXISTING SUB-BASE 2" TOP COURSE; ITEM 402.097204 COMPACTED SUB-BASE COURSE MIN 8" DEEP, ITEM 304.12 3" BINDER COURSE; ITEM 402.197904 NOTES: 1. PAY ITEMS FOR WORK IN NYSDOT ROW ON SENECA STREET 304.12 SUBBASE, 402.097203 TOP COURSE, 402.197903 BINDER COURSE Scale: 1"=1'-0" ASPHALT PAVEMENTB4 11 2" 1'-0" 3" 2'-0" WRAP TOP COURSE, ITEM 402.097204 BINDER COURSE, ITEM 402.197904 COMPACTED SUBGRADE SEPARATION FABRIC TO WRAP UNDER ASPHALT, ITEM 207.21 TAMP EDGES COMPACTED SUBBASE, SHOULDER TO EXTEND 12" BEYOND EDGE OF PAVEMENT; ITEM 304.12 NOTES: 1. PAY ITEMS FOR WORK IN NYSDOT ROW ON SENECA STREET 304.12 SUBBASE, 402.097204 TOP COURSE, 402.197904 BINDER COURSE. 207.21 SEPARATION FABRIC NOTES: 1. RADIUS CURBING SHALL BE USED ON ALL RADII LESS THAN 100 FEET. 2. PAY ITEMS FOR WORK IN NYSDOT ROW ON SENECA STREET: 609.0203 - GRANITE CURB TYPE C Scale: 1"=1'-0" GRANITE CURBB1 5" 1'-4" 6" 3" ADJACENT PAVING ADJACENT PAVEMENT OR PLANTING NYSDOT TYPE C GRANITE CURB 1/2" BATTERED FACE, 6" DOWN FROM SAWN TOP, ITEM 609.0203 3000 PSI CONCRETE BACKING FULL LENGTH OF CURB. FORCE CONCRETE THROUGH BACK OF JOINTS. GROUT FRONT AND TOP OF JOINTS FLUSH WITH MORTAR MIX VARIES PER GRADING PLAN, 6" TYPICAL 1:3:6 DRY MIX UNIFORM PILES AT EACH END AND ON 3-FOOT CENTERS BENEATH CURB FOR FULL LENGTH OF CURB 1 2" EXPANSION JOINT AND JOINT SEALANT BETWEEN GRANITE AND CONCRETE INCLUDED IN - ITEM 609.0203 COMPACTED SUBGRADE NOTES: 1. SEE PLANS FOR LOCATION AND TYPE OF SCORE JOINTS. 2. BROOM PERPENDICULAR TO LINE OF TRAFFIC. 3. 2" WINDOW PANE EDGE FINISH. Scale: 3/4"=1'-0" CONCRETE BROOM FINISH DETAILA3 WIDTH AS SHOWN ON PLAN WIDTH AS SHOWN ON PLAN MEDIUM BROOM FINISH. BROOM PERPENDICULAR TO LINE OF TRAFFIC TOOLED CONTROL JOINTS 2" WINDOW PANE EDGE FINISH HANDICAP PAVEMENT MARKING NOTES: 1. REMOVED AND STOCKPILED SIGNS TO BE REINSTALLED. CONTRACTOR SHALL PROVIDE ANY NEW OR ADDITIONAL SIGNS NEEDED TO MEET ADA PARKING CODE REQUIREMENTS. 2. POSTS AND MOUNTING HARDWARE SHALL BE GALVANIZED TAMPER RESISTANT BOLTS, LENGTH AS NECESSARY. Scale: 1/4"=1'-0" ADA PAVEMENT MARKINGS B5 4'-0" TRAFFIC WHITE 4" WIDE PAINT LINE, TYP. CURB FACE TRAFFIC WHITE 4" WIDE PAINT LINE, TYP. TRAFFIC BLUE PAINT TRAFFIC WHITE PAINT NEW YORK STATE ACCESSIBLE ICON Scale: 1/4"=1'-0" TRAFFIC SIGNSD1 3'-0" TYP. 12" 7'-0" CLEAR MIN., TYP. 2" GALVANIZED U-CHANNEL POST WITH BREAKAWAY BASE ADJACENT PAVEMENT 2500 PSI CONC. SONO TUBE RE-MOUNT STOCKPILED SIGNS Scale: 1/2"=1'-0" WHEEL STOPC1 END VIEW INSTALLATION PLAN ELEVATION PARKING STALL C L SECTION WHEEL STOP 3 4" REINF. ROD SHALL BE PLACED PRIOR TO SURFACING, OR IN A HOLE DRILLED IN THE FINISHED SURFACE WITH A TIGHT FIT OBTAINED BY AN APPROVED METHOD, OR DRIVEN INTO THE SURFACING 2 - #3 HOLE FOR 3 4" Ø ROD. GROUT HOLE FULL. 7'-0" MIN 8'-0" MAX 1'-0" 2'-0" MIN DRAINAGE OPENING 1'-0" 2'-0" MIN DRAINAGE OPENING 1'-0" 61 2" 61 2" 2'-7 1 2" 8" 21 2"4" 2" 8" Scale: 1/4"=1'-0" PERENNIAL AND SHRUB PLANTINGE2 NOTES: 1. PLANT AT SAME DEPTH AS PREVIOUSLY PLANTED IN NURSERY OR CONTAINER 2. PROVIDE COMPACTED BASE UNDER ROOT BALL ONLY TO PREVENT SETTLING SHREDDED BARK MULCH, EXTENT OF BEDLINE: x 4" (100mm) FOR SHRUBS x3" (75mm) FOR PERENNIALS AND BULBS UNTIE AND ROLL BACK BURLAP FROM MIN. 1/3 OF ROOT BALL. SYNTHETIC WRAP IS UNACCEPTABLE. CUT WIRE BASKETS AND REMOVE. SPECIFIED PLANTING SOIL MIX SPADED BED EDGE COMPACTED BASE 24" MIN Scale: 1/4"=1'-0" TREE PLANTING: ITEM 611.0161E3 3X WIDTH OF ROOT BALL 6" MIN PLANT SHALL BE SET AT OR SLIGHTLY ABOVE THE ESTABLISHED FINISH GRADE 4" SPECIFIED SHREDDED BARK MULCH; INCLUDE IN TREE ITEM UNTIE AND ROLL BACK BURLAP FROM MIN. 1/3 OF ROOT BALL. SYNTHETIC WRAP IS UNACCEPTABLE. CUT WIRE BASKETS AND REMOVE. SPECIFIED PLANTING SOIL MIX; ITEM 610.1404 GRADE TO FORM SAUCER IN LAWN AREAS ONLY SCARIFY SIDES AND BOTTOM OF TREE PIT TO PREVENT GLAZING OF SUBGRADE. SET TREE DIRECTLY ON SUBGRADE TO PREVENT SETTLING. Scale: 1"=1'-0" LAWN ESTABLISHMENTE1 6" 6" SPECIFIED SEED MIX - APPLIED AT RATE AS SPECIFIED AND ROLLED INTO SOIL. ITEM 610.1602 6" TURF SOIL. ROLL AND COMPACT TO 85% PROCTOR DENSITY. ITEM 610.1403 AERATED/ROTOTILLED SUBSOIL UNDISTURBED AND/OR COMPACTED SUBGRADE 1 2" NATURAL COLOR HYDRO-MULCH NOTES: 1. PAY ITEMS FOR WORK IN NYSDOT ROW ON SENECA STREET: 610.1403 TOPSOIL LAWN; 610.1602 ESTABLISH TURF Scale: 1/4"=1'-0" TREE PROTECTIONE4 NOTES: 1. OUTSIDE EDGE OF TREE PROTECTION FENCE SHOULD BE PLACED AS INDICATED ON DEMOLITION PLAN. TREE PROTECTION FENCE SHALL BE PLACED AROUND GROUPS OF TREES AS SHOWN ON PLAN. TREE PROTECTION FENCE DO NOT DISTURB AREA WITHIN FENCE. DO NOT STORE MATERIALS OR EQUIPMENT WITHIN THE FENCED AREA. TREE PROTECTION FENCE DO NOT DISTURB AREA WITHIN FENCE. DO NOT STORE MATERIALS OR EQUIPMENT WITHIN THE FENCED AREA. 4X4X6' POSTS, TYP. 2X6 RAILS, TYP. FINISH GRADE 4'-0" 2'-0" 3'-0" MIN. VARIES PER SITE PLAN Scale: 1"=1'-0" UNIT PAVERS ON CONCRETE BASEC5 NOTES: 1. PROVIDE WEEPS 12" IN DIA. IN CONCRETE EVERY 24" ALONG LINE OF LOW POINT. PLACE 12" SQUARE OF FILTER FABRIC OVER WEEPS BEFORE PLACEMENT OF SETTING BED. 2. BASIS OF DESIGN: BELGARD HOLLAND PAVER 3. 80mm VEHICULAR GRADE PAVER IN CORN STREET ALLEY VARIES5" 1" CONCRETE UNIT PAVERS; THICKNESS VARIES PER APPLICATION; SEE NOTES SAND SETTING BED POLYMERIC SAND SWEPT JOINTS 8" COMPACTED SUBBASE OR 36" STRUCTURAL SOIL; SEE L401 FOR LOCATIONS CONCRETE PAVEMENT BASE COMPACTED SUBGRADE PROVIDE 1 2" WEEP HOLES AT 24"O.C. ALONG LINE OF LOW POINT SOLDIER COURSE BORDER; BELGARD HOLLAND STONE, SABLE BLEND HERRINGBONE INTERNAL FIELD; BELGARD HOLLAND STONE, SILEX BLEND SECTION PLAN: NTS MITRE CORNERS 3 16-INCH STEEL EDGE RESTRAINT INSIDE TREE PITS; SET TOP OF RESTRAIN FLUSH WITH TOP LEVEL OF PAVER; TAPCON INTO CONCRETE BASE Scale: 1/2"=1'-0" BICYCLE RACKD2 NOTES: 1. MOUNT AS PER MANUFACTURER'S SPECIFICATIONS. 2. FOR BICYCLE RACK PRODUCT, SEE SPECIFICATIONS 3. BASIS OF DESIGN: MAGLIN MBR-500 DB C5 L-501 UNIT PAVERS ON CONCRETE BASE H.S. STEEL TUBE BIKE RACK 1'-6" Scale: 1/4"=1'-0" ADA CURB RAMP TYPE 1C2 PITCH 1:12 MAX PITCH 1:12 MAX NOTES: 1. SEE LAYOUT PLAN FOR LOCATION AND DIMENSION OF CURB RAMPS 2. GRADE CHANGES TO BE SMOOTH AND EVENLY PITCHED. WALK WHERE SHOWN PITCH 1:12 MAX SECTION PLAN 5" SEE LAYOUT PLAN CURB W/ 1/4" REVEAL ASPHALT PAVING DETECTABLE WARNING SEE SPECS 1:12 MAX SLOPE 6'-0" TYP 6' MIN; SEE PLAN 6'-0" 6'-0"MIN. SEE PLAN 5" TYP Scale: 1/4"=1'-0" ADA CURB RAMP TYPE 2C3 PITCH 1:12 MAX NOTES: 1. SEE LAYOUT PLAN FOR LOCATION AND DIMENSION OF CURB RAMPS 2. GRADE CHANGES TO BE SMOOTH AND EVENLY PITCHED. PITCH 1:12 MAX SECTION PLAN 5" SEE LAYOUT PLAN CURB W/ 1/4" REVEAL ASPHALT PAVING DETECTABLE WARNING SEE SPECS EXISTING SIGNAL TO REMAIN 1:12 MAX SLOPE 6'-0" TYP 6' MIN; SEE PLAN 6'-0" 6'-0"MIN. SEE PLAN 5" TYP Scale: 1"=1'-0" MEDIUM DUTY CONCRETE WITH UNIT PAVER EDGEA5 NOTES: 1. FLUSH CONCRETE UNIT PAVER BAND TO HAVE A MAX. 1/4" REVEAL ABOVE ADJACENT PAVING 2. BASIS OF DESIGN: BELGARD HOLLAND PAVER 3. MITRE CORNERS PER DETAIL C5 5" 8" 8" 1'-0" FLUSH SOLDIER COURSE PAVER BAND ADJACENT PAVING MORTAR WHEEL STOP PER PLAN Scale: 1"=1'-0" STONE MULCHB2 NOTES: 1. ALUMINUM EDGING TO BE PLACED ALONG BORDER WITH PLANTING BED ONLY. VARIES SEE PLAN 4" COMPACTED SUBGRADE 1 8" THICK x 51 2" HIGH ALUMINUM EDGING WITH 12" LONG STAKES ADJACENT GRANITE CURB OR PLANTING BED STONE MULCH ADJACENT BUILDING FACE OR PAVEMENT Scale: 1/4"=1'-0" TREE PLANTING IN C.U. STRUCTURAL SOILE5 UNTIE AND ROLL BACK BURLAP FROM MIN. 1/3 OF ROOT BALL. SYNTHETIC WRAP IS UNACCEPTABLE. CUT WIRE BASKETS AND REMOVE. ADJACENT PAVEMENT SPECIFIED SHREDDED BARK MULCH SPECIFIED PLANTING MIX MEDIUM DUTY 1-3/4" PERMA-LOC EDGING OR APPROVED EQUAL STRUCTURAL SOIL SEPARATION FABRIC VARIES, SEE PLAN VARIES, SEE LAYOUT PLAN 3'-0" Scale: 1/2"=1'-0" BOLLARD TYPE 1D3 3'-0" 4'-0" 1'-0" 3'-0" 41 4" 3.5" 41 4" SUBBASE COMPACTED SUBGRADE ADJACENT PAVING 12" SONOTUBE CONCRETE STEEL PIPE SECURITY BOLLARD 3.5" O.D. CONCRETE FILLED (3000 PSI MIN) RELIANCE FOUNDRY STAINLESS STEEL BOLLARD COVER, MODEL R-7322, 4-1 2" O.D. Scale: 1/2"=1'-0" BOLLARD TYPE 2D4 4'-4" 4'-0" 1'-0" 3'-0" 33 4" 41 2" 33 4" COMPACTED SUBGRADE ADJACENT PAVING 12" SONOTUBE CONCRETE STEEL PIPE SECURITY BOLLARD 4.5" O.D. CONCRETE FILLED (3000 PSI MIN) RELIANCE FOUNDRY PLASTIC BOLLARD COVER, MODEL R-7100; 5" O.D. SUBBASE Scale: 1/2"=1'-0" REMOVABLE BOLLARDD5 3'-0" 4'-0" 1'-0" 1'-0" 313 16"3 13 16" COMPACTED SUBGRADE ADJACENT PAVING 12" SONOTUBE CONCRETE RELIANCE FOUNDRY STAINLESS STEEL BOLLARD POST, MODEL R-8902; 4-3 8" O.D. SUBBASE 430-444 West State / MLK Street DATE DESCRIPTION ITHACA, NEW YORK COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. DRAWING TITLE SCALE: SHEET NO. STAMP T.G. Miller, P.C. 605 West State Street, Suite A CIVIL ENGINEERS JOB NO. ECA # 725 Ithaca, New York 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street Suite 201 LANDSCAPE Ithaca, New York 14850 Taitem 110 S. Albany Street STRUCTURAL & MEP ENGINEERS Ithaca, New York 14850 717 5TH STREET NW WASHINGTON, DC 20001 230 COLONIAL DRIVE HORSEHEADS, NEW YORK ARNOT ITHACA 2, LLC 12.23.2020 PERMIT SET 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 430-444 West State / MLK Street DATE DESCRIPTION ITHACA, NEW YORK COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. DRAWING TITLE SCALE: SHEET NO. STAMP T.G. Miller, P.C. 605 West State Street, Suite A CIVIL ENGINEERS JOB NO. ECA # 725 Ithaca, New York 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street Suite 201 LANDSCAPE Ithaca, New York 14850 Taitem 110 S. Albany Street STRUCTURAL & MEP ENGINEERS Ithaca, New York 14850 717 5TH STREET NW WASHINGTON, DC 20001 230 COLONIAL DRIVE HORSEHEADS, NEW YORK ARNOT ITHACA 2, LLC 12.23.2020 PERMIT SET 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 AS NOTEDL-501 SITE DETAILS 1 11 1 NYSDOT ITEM NUMBERS ITEM GRANITE CURB TYPE C SEPARATION FABRIC SUBBASE COURSE TYPE 2 TOPSOIL - LAWNS 207.21 304.12 609.0203 610.1403 TURF ESTABLISHMENT610.1602 CONCRETE PAVEMENT608.0101 ASPHALT TOP COURSE402.097204 ASPHALT BINDER COURSE402.197904 1 EXCAVATION & DISPOSAL203.02 REMOVE AND STORE SIGN PANEL647.41 TREE REMOVAL; GRUB STUMP614.060404 TOPSOIL - SPECIAL PLANTING MIX610.1404 TREE PLANTING611.0161 STRAIGHT TACK COAT407.0103 1 Scale: 0'-1"=1'-0" CONCRETE PLINTH WITH PLANTERS AND PRECAST CONCRETE BENCHESC2 ASSEMBLY FRONT ISO: NTS C5 L-501 UNIT PAVERS ON CONCRETE BASE SECTION FLUSH VARIES; SEE GRADING PLAN 1'-63 8" 6" 6" TYP. 2'-2"4" TYP. 1" TYP. 3" 1'-63 8"4 1 2" 41 2" 1'-63 8" 6" 2% WASH 4" 6" 2'-4" 6" 4" 4'-0" PRECAST BENCH FRONT & REAR ISO: NTS 3" 1" 1'-6 3 8" 1'-4" PRECAST BENCH RIGHT & LEFT SIDE ELEVATION: NTS VARIES NOTES: 1. PLANTERS TYPE 1 TO BE MAGLIN MPL-1500-00003; SEE SPECIFICATION SECTION 129300 FOR COLOR & FINISH 2. PRECAST BENCHES BY WASAU TILE; SEE SPECIFICATION SECTION 129300 FOR ADDITIONAL INFO CONCRETE GRADE BEAM 12" REBAR STIRRUPS 12" O.C. WITH 3" MIN. COVER COMPACTED SUBGRADE (4) #4 HORIZONTAL BARS CONTINUOUS WITH 3" MIN. COVER COMPACTED SUBBASE COMPACTED SUBBASE 12" REBAR STIRRUPS 12" O.C. WITH 3" MIN. COVER CONCRETE GRADE BEAM (4) #4 HORIZ. BARS CONTINUOUS - 3" MIN. COVER 1" X 6" STRAP SLOT, TYP. OF (2) PRECAST CONCRETE BENCH PLANTER TYPE 1 1'-411 16" 1 8" EASED EDGES 1" CONTINUOUS SHADOW LINE FRONT SECTION / ELEVATION 1 2" EXPANSION JOINT AND CLOSED-CELL FOAM FILLER AND JOINT SEALANT Scale: 1/2" = 1'-0" STAIR 1 - CONCRETE BASE WITH GRANITE TREADS E2 E3 L-502 NOTES: 1. CONTRACTOR SHALL FIELD VERIFY ALL BUILDING AND SITE ELEVATIONS PRIOR TO LAYING FORM WORK FOR STAIR AND NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES 2. APPLY JOINT SEALANT WHERE STAIR DETAIL ABUTS ADJACENT CONDITION. 3" CLR. MIN 8" MIN 2" 1'-4" 1'-4" A5 L-501 MEDIUM DUTY CONCRETE WITH UNIT PAVER EDGE C5 L-501 UNIT PAVERS ON CONCRETE BASE 4" 2'-61 2" EPOXY COATED #4 @ 12" O.C. NYSDOT TYPE 2 BASE COMPACTED SUB-GRADE (TYP.) 18" LONG X 3/4" DIA. EPOXY COATED SMOOTH DOWELS WITH DOWEL SLEEVE, @ 18" O.C. EPOXY COATED #4 @ 12" O.C. Scale: 3"=1'-0" GRANITE STAIR TREAD DETAILE3 2% WASH 2% WASH 1/4" 4" 1'-4" MORTAR BED JOINT SEALANT GRANITE TREAD, TYP. TYPE 316 S.S. DOWEL 3/8"Ø X 6" LONG. MIN. (2) PER TREAD PIECE, CORE AND GROUT / EPOXY. 1" ±8" ±10'-6"4'-6 3 8" 4'-63 8" 4'-0" 4'-63 8" 4'-63 8" 4'-63 8" 4'-63 8"4'-0" 4'-0" ±39'-25 16" Scale: 1/2"=1'-0" ELEVATION: CONCRETE PLINTH WITH PLANTERS AND PRECAST CONCRETE BENCHESA5 ±2", TYP. FINISHED GRADE BUILDING FACADE BEYOND PLANTER TYPE 1; TYP. OF 6 PRE-CAST CONCRETE BENCH; TYP. OF 3 EXPOSED FACE OF CONCRETE PLINTH; SEE GRADING PLAN Scale: 3/4" = 1'-0" TYPICAL SECTION PLANTER TYPE 1C4 13 16" 18-3 16" CONTINUOUS SUBSURFACE DRAINAGE PANEL & WEEP HOLE CENTERED IN PLANTER EXTRUDED POLYSTYRENE FOAM INSULATION AND DRAINAGE BOARD, TYP. NOTES: 1. PLANTERS TO BE MAGLIN MPL-1500-00003 2. REMOVE PLUG AT CENTER DRAINAGE OPENING 18-3 8" CONTINUOUS NON-WOVEN SEPARATION FABRIC, MIN. OVERLAP OF 8" AT SEAMS, TYP. CONTINUOUS GEOCOMPOSITE DRAINAGE MAT ON ALL INSIDE FACES OF INSULATION AND DRAINAGE BOARD, TYP. SPECIFIED PLANTING SOIL FINISHED GRADE OF PLANTING MEDIA 2" MULCH Scale: 3/4" = 1'-0" PLANTING PLAN: PLANTER TYPE 1C5 JUNIPERUS PROCUMBENS 'NANA' ANNUALS MIX; REF PLANT SCHEDULE NOTES: 1. DISTRIBUTE PLANTS EVENLY THROUGHOUT PLANTERS 2. SPACE JUNIPER AS SHOWN; WORK ANNUALS BETWEEN AND SPACE IN TRIANGULAR ARRANGEMENT ± 8" O.C. 8" 1'-6" TYP 430-444 West State / MLK Street DATE DESCRIPTION ITHACA, NEW YORK COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. DRAWING TITLE SCALE: SHEET NO. STAMP T.G. Miller, P.C. 605 West State Street, Suite A CIVIL ENGINEERS JOB NO. ECA # 725 Ithaca, New York 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street Suite 201 LANDSCAPE Ithaca, New York 14850 Taitem 110 S. Albany Street STRUCTURAL & MEP ENGINEERS Ithaca, New York 14850 717 5TH STREET NW WASHINGTON, DC 20001 230 COLONIAL DRIVE HORSEHEADS, NEW YORK ARNOT ITHACA 2, LLC 12.23.2020 PERMIT SET 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 430-444 West State / MLK Street DATE DESCRIPTION ITHACA, NEW YORK COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. DRAWING TITLE SCALE: SHEET NO. STAMP T.G. Miller, P.C. 605 West State Street, Suite A CIVIL ENGINEERS JOB NO. ECA # 725 Ithaca, New York 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street Suite 201 LANDSCAPE Ithaca, New York 14850 Taitem 110 S. Albany Street STRUCTURAL & MEP ENGINEERS Ithaca, New York 14850 717 5TH STREET NW WASHINGTON, DC 20001 230 COLONIAL DRIVE HORSEHEADS, NEW YORK ARNOT ITHACA 2, LLC 12.23.2020 PERMIT SET 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 AS NOTEDL-502 SITE DETAILS 20210315 - 430-444 West State MLK Street - Mechanical Set.pdf M C T S EXHAUST GRILLE RETURN GRILLE SUPPLY DIFFUSER VOLUME DAMPER FIRE DAMPER CONTROL DAMPER LEGEND CONNECT TO EXISTING CO & NO2 SENSORS TIME CLOCK DEMOLISHED EXISTING TO REMAIN THERMOSTAT CO2 SENSOR FLEX DUCT MOUNTING BRACKET DIFFUSER ALDES CSB3-CS-F/CEB-CS-F CONSTANT SUPPLY/RETURN BOX WITH INTEGRAL CEILING RADIATION DAMPER ALDES INTEGRAL CAR3 CONSTANT AIRFLOW REGULATOR SHALL BE INSTALLED AFTER THE AEROSEAL DUCT SEALING IS COMPLETED ALDES INTEGRAL CEILING RADIATION DAMPER DUCT SEAL SHEET METAL BOX TO GYPSUM CEILING NOTE: ALDES CONSTANT SUPPLY/RETURN BOX SHALL BE INSTALLED AFTER THE AEROSEAL DUCT SEALING IS COMPLETED. UNIT BASE 2" FOAM INSULATION INTEGRAL TO UNIT CURB CURB CAP AIR SEAL ALL JOINTS ROOF CURB ROOF WRAP CURB WITH 3" POLYISOCYANURATE RIGID INSULATION AND WEATHER PROTECTION QUICKSLING STAND PORTALS PLUS ER-4A EQUIPMENT RAIL WITH FACTORY INSTALLED 2X6 NAILER GALVANIZED STEEL FLASHING ROOFING FELTS ROOF DECK FASTEN BASE PLATE THROUGH FOAM INTO ROOF DECK FASTEN QUICKSLING STAND TO RAIL 2" THICK 25 PSI EPS FOAM OCCUPANCY SENSOR FITNESS ROOM YOGA STUDIO ERV-5 R E L A Y OCCUPANCY SENSOR OCCUPANCY SENSOR RESIDENT LOUNGE ERV-7 R E L A Y OCCUPANCY SENSOR LOBBY LEASING OFFICE ERV-6 R E L A Y OCCUPANCY SENSOR OCCUPANCY SENSOR ELEVATOR LOBBY RESTROOM 112 OCCUPANCY SENSOR OCCUPANCY SENSOR RESTROOM 113 PET SPA 110 OCCUPANCY SENSOR OCCUPANCY SENSOR TRASH ROOM ERV-8 R E L A Y ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION As indicated NOTES, SCHEDULES & LEGEND M001 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT ENERGY RECOVERY VENTILATOR SCHEDULE TypeManufacturerModelDescription Operating Air Flow CFM Operating ESP, in. WC Operating Supply Fan HP Operating Return Fan HP Cooling Btu/HrHeatingAux Electric Heating kWLengthWidthHeight Weight, lbs ELECTRICAL Comments TotalBtu/HrVoltagePhaseMCA ERV-1LGARDE-112-36-30H-10AERV with heat pump heating and cooling1,9651.002.31 hp2.58 hp129,80055,40024.6014' - 4"7' - 3"5' - 6"3,170208 V3145.0 AUnit shall be capable of providing 2170 CFM @ 1.25 SP, no exceptions taken. Provide roof curb, 15.5 kW electric heater, furnish disconnect, unit shall be specified with premium efficiency motors and MERV 13 filters ERV-2LGARDE-112-36-30H-10AERV with heat pump heating and cooling1,9601.002.50 hp2.76 hp131,10056,00024.6014' - 4"7' - 3"5' - 6"3,170208 V3145.0 AUnit shall be capable of providing 2280 CFM @ 1.25 SP, no exceptions taken. Provide roof curb, 15.5 kW electric heater, furnish disconnect, unit shall be specified with premium efficiency motors and MERV 13 filters ERV-3LGARDE-112-36-30H-10AERV with heat pump heating and cooling2,1601.002.21 hp2.47 hp128,90055,10024.6014' - 4"7' - 3"5' - 6"3,170208 V3145.0 AUnit shall be capable of providing 2320 CFM @ 1.25 SP, no exceptions taken. Provide roof curb, 15.5 kW electric heater, furnish disconnect, unit shall be specified with premium efficiency motors and MERV 13 filters ERV-4LGARDE-112-36-30H-12.5AERV with heat pump heating and cooling1,3801.002.81 hp3.20 hp156,00063,30028.7014' - 4"7' - 3"5' - 6"3,170208 V3169.1 AUnit shall be capable of providing 1820 CFM @ 1.25 SP, no exceptions taken. Provide roof curb, 15.5 kW electric heater, furnish disconnect, unit shall be specified with premium efficiency motors and MERV 13 filters ERV-5RenewaireEV450JIN-S15-E-GNT-LERV with 4 kW electric duct heater4600.500.50 hp0.00 hp004.004' - 6"2' - 9"1' - 4"272208 V16.0 AProvide 4 kW duct heater, speed controller, MERV 13 filter, motorized dampers on EA and OA duct, furnish disconnect ERV-6RenewaireHE-1XJINV-S15EE-DGNT -L ERV with 2 kW electric duct heater5350.500.50 hp0.50 hp002.004' - 1"3' - 4"1' - 10"272208 V110.8 AProvide 3 kW duct heater, speed controller, MERV 13 filter, motorized dampers on EA and OA duct, wall mounted CO2 sensor, furnish disconnect ERV-7RenewaireHE-1XJINV -S15EE-DGNT -L ERV with 2 kW electric duct heater5350.500.50 hp0.50 hp002.004' - 1"3' - 4"1' - 10"272208 V110.8 AProvide 3 kW duct heater,speed controller, MERV 13 filter, motorized dampers on EA and OA duct, furnish disconnect ERV-8RenewaireHE-1XJINV-S15EE-DGNT -L ERV with 2 kW electric duct heater5400.500.50 hp0.50 hp002.004' - 1"3' - 0"1' - 5"250208 V110.8 AProvide 3 kW duct heater, speed controller, MERV 13 filter, motorized dampers on EA and OA duct,furnish disconnect ELECTRIC BASEBOARD HEATER SCHEDULE Type MarkManufacturerModelDescriptionWattsVoltageMinimum Circuit CurrentPhaseComments EBH-1RuntalEB3-208D4' Electric Baseboard Heater1000208 V5 A1Provide unit mounted thermostat, outdoor air temperature sensor and all wiring and relays required to turn the unit off when outdoor temeprature is above 45 degrees F. EBH-2QmarkQMKC2506W6' Electric Baseboard Heater1500208 V7 A1Provide one Qmark PR24 single-pole power relay for every 2 heaters. Control with QMark TH106A programmable thermostat EBH-3QmarkQMKC25008W8' Electric Baseboard Heater2500208 V12 A1Provide one Qmark PR24 single-pole power relay for every 2 heaters. Control with QMark TH106A programmable thermostat FAN COIL SCHEDULE TypeManufacturerModelDescriptionAir Flow cfm Cooling Btu/HrHeating LengthWidthHeightWeight, lbs ELECTRICAL Comments TotalBtu/HrVoltagePhaseMCA FC-1LGLAN090HYV3Wall Mount Fan Coil5309,00011,0002' - 9"0' - 8"1' - 0 1/8" 19208 V10.3 AProvide LG PREMTBVC0 thermostat, Aspen mini aqua condensate pump on all 1st & 2nd floor fan coils, connection to condensate piping FC-2LGLMN079HVTWall Mount Fan Coil2547,0008,1002' - 9"0' - 8"1' - 0 1/8" 19208 V10.3 AProvide LG PREMTBVC0 thermostat, Aspen mini aqua condensate pump 1st & 2nd floor fan coils, connection to condensate piping FC-3LGLSN090HSV5Wall Mount Fan Coil2689,00010,9002' - 9"0' - 8"1' - 1"19208 V10.3 AProvide LG PREMTBVC0 thermostat, Aspen mini aqua condensate pump 1st & 2nd floor fan coils, connection to condensate piping FC-4LGARNU 183SKA4Wall Mount Fan Coil49419,10021,5002' - 9"0' - 8"1' - 1"27208 V10.3 AProvide LG PREMTBVC0 thermostat, Aspen mini aqua condensate pump 1st & 2nd floor fan coils, connection to condensate piping FC-5LGLVN480HVDucted fan coil1,40053,00060,0004' - 7"2' - 1"1' - 9"165208 V12.0 AProvide LG PREMTBVC0 thermostat, filter housing and 2" MERV 13 filter, connection to condensate piping, disconnect, LG PRARS1 filaux heat relay kit, Provide 5 kW duct heater FC-6LGLV361HV4Ducted fan coil99039,00043,0004' - 7"2' - 1"1' - 10"129208 V12.0 AProvide LG PREMTBVC0 thermostat, filter housing and 2" MERV 13 filter, connection to condensate piping, disconnect, LG PRARS1 aux heat relay kit, Provide 3 kW duct heater FC-7LGARNU483NKA4Ducted fan coil1,40048,00054,0004' - 7"2' - 1"1' - 10"165208 V12.0 AProvide LG PREMTBVC0 thermostat, filter housing and 2" MERV 13 filter, connection to condensate piping, disconnect, LG PRARS1 aux heat relay kit, Provide 5 kW duct heater FC-8LGLSN120HSV5Wall mounted fan coil45913,78522,1782' - 8"1' - 0"0' - 8"19208 V11.0 AProvide Pro1 T855SH thermostat with R251S wired remote sensor. Connect to the LG wall mounted indoor unit via a LG PDRYCB300 dry contact. FC-9LGARNU053TRD4Ceiling Cassette Fan Coil4595,5006,1002' - 0"2' - 0"0' - 10"34208 V11.0 AProvide LG PREMTBVC0 thermostat, Aspen mini aqua condensate pump, connection to condensate piping HEAT PUMP SCHEDULE TypeManufacturerModelDescription Cooling EER Heating LengthWidth Heigh t Weight, lbs ELECTRICAL Comments Total Btu/Hr Capacity Btu/HrVoltagePhaseMCA HP-1LGLAU090HYV3Heat Pump9,00015.7911,00037"16"28"100208 V111.2 AProvide wind baffles, Quicksling stand, base pan heater, Portals Plus ER-4A rail with 2x6 factory installed nailer, furnish disconnect HP-2LGLMU18HHVHeat Pump18,0001222,00037"16"28"147208 V118.6 AProvide wind baffles, Quicksling stand, base pan heater, Portals Plus ER-4A rail with 2x6 factory installed nailer, furnish disconnect HP-3LGLMU24CHVHeat Pump19,2001226,40037"16"28"100208 V114.3 AProvide wind baffles, Quicksling stand, base pan heater, Portals Plus ER-4A rail with 2x6 factory installed nailer, furnish disconnect HP-4LGARUN048GSS4Air Source Heat Pump48,00010.554,00037"13"55"207208 V130.0 AProvide wind baffles, Quicksling stand, base pan heater, Portals Plus ER-4A rail with 2x6 factory installed nailer, furnish disconnect HP-5LGLV480HVAir Source Heat Pump48,0001056,00037"13"55"207208 V132.0 AProvide wind baffles, Quicksling stand, base pan heater, Portals Plus ER-4A rail with 2x6 factory installed nailer, furnish disconnect HP-6LGLUU369HVAir Source Heat Pump36,0001140,00037"13"55"207208 V132.0 AProvide wind baffles, Quicksling stand, base pan heater, Portals Plus ER-4A rail with 2x6 factory installed nailer, furnish disconnect HP-7LGARUN060GSS4Air Source Heat Pump60,0001264,00037"13"55"207208 V125.4 AProvide wind baffles, Quicksling stand, base pan heater, Portals Plus ER-4A rail with 2x6 factory installed nailer, furnish disconnect HP-8LGLSU120HSV5Heat Pump13,78512.522,17837"16"28"100208 V110.0 AProvide wind baffles, Quicksling stand, base pan heater, Portals Plus ER-4A rail with 2x6 factory installed nailer, furnish disconnect EXHAUST FAN SCHEDULE TypeManufacturerModelDescriptionAi r Flow CFM Exhaust External Static PressureWeight, lbsLengthHeightWidth ELECTRICAL Comments VoltagePhaseMCA EF-1GreenheckUSF-24Utility set roof exhaust fan6,8200.752504' - 2"4' - 2"4' - 2"208 V310.6 AProvide 18" high curb, vibration isolation, bird screen, disconnect, speed controller, motorized automatic damper at garage ceiling plane and roof penetration, Brasch GDCP control panel and CO/NO2 sensors both located in 1st floor garage, all wiring and components routed to fan on roof EF-2GreenheckUSF-08Utility set roof exhaust fan4400.751502' - 0"2' - 0"2' - 0"120 V15.0 AProvide 18" high curb, vibration isolation, bird screen, disconnect, speed controller, motorized automatic damper at garage ceiling plane and roof penetration AIR TERMINAL SCHEDULE TypeManufacturerModelDescriptionMaterial & ColorBorder TypeSlots Slot Width Module Size NECK SIZE Comments WidthHeight ATitusFL-155' Linear 1.5" Slot Ceiling Supply DiffuserAluminum - Titus - 26 White11 1/2"Provide FBP plenum, linear diffuser border type 22 A1TitusFL-15Blank Linear 1.5" Slot Ceiling Supply DiffuserAluminum - Titus - 26 White11 1/2"Blank linear diffuser, border type 22, 5' long unless otherwise dimensioned, verify length in field BTitusFL-206' Linear 2" Slot Ceiling Supply DiffuserAluminum - Titus - 26 White12" B1TitusFL-20Blank Linear 2" Slot Ceiling Supply DiffuserAluminum - Titus - 26 White12"Blank linear diffuser, border type 22, 4' long unless otherwise dimensioned, verify length in field CTitus350RLReturn Ceiling Grille with 35 Degree Deflection Steel - Titus - 26 WhiteSurface Mount24 x 2424"14" DTitus350RLEggcrate Return GrilleStainless Steel - Titus - 304 04 Mill Surface Mount24"24" ETitus350RLEggcrate Return GrilleStainless Steel - Titus - 304 04 Mill Surface Mount12"12" FTitusS300FLAdjustable Supply Grille with Double Deflection Steel - Titus - 26 WhiteSurface Mount20"4"Provide air scoop damper GHart & Cooley682Supply grille with double directional supplySteel - WhiteSurface Mount8"8" HHart & Cooley672Return Grille with 40 Degree DeflectionSteel - WhiteSurface Mount8"8" ITitus350RSReturn Grille with 35 Degree DeflectionSteel - Titus - 26 WhiteSurface Mount10"10" JRenewaireWall capWall capGalvanized SteelSurface Mount10"10" KTitus300RLAdjustable Supply Grille with Double Deflection Steel - Titus - 26 WhiteSurface Mount6"6" WALL LOUVER SCHEDULE TypeManufacturerModelDescriptionMaterial & Color SIZE Comments WidthHeight WL-1RuskinELF6375DXLouver, 72x18Metal - Aluminum30"18"Color determined by architect. No Scale 1 CAR AND CEILING RADIATION DAMPER DETAIL FOR ERV SUPPLY AND EXHAUST A. VENTILATION SYSTEM NOTES: 1. Allow access to inspect duct installations prior to enclosure. Provide Test and Balance (TAB) reports to the responsible party and allow access for diagnostic testing postinstallation. 2. Where duct leakage tests are required, systems shall be tested and verified to pass the specified ENERGY STAR MFHR duct leakage requirements while all ductwork is accessible. 3. Central exhaust ventilation ductwork serving the apartments shall be installed, tested, and verified as having an air leakage rate less than the sum of 5 CFM50 per register plus 5 CFM50 per floor per shaft at a pressure of 50 Pascals (0.2”w.c.). Random testing to be performed by Owner’s Energy Consultant. 4. All ductwork must be inspected by Owner’s Energy Consultant before it is covered with insulation and/or drywall is installed. 5. TAB contractor shall test apartment and common area ventilation rates to confirm all spaces are within 10% of design air flow, but no less than the ASHRAE 62.1-2013 and 62.2-2007 minimum requirements. TAB report should confirm compliance has been achieved. Issues must be corrected. Additional random testing to be performed by Owner’s Energy Consultant. 6. Ductwork shall be sealed at all transverse joints and longitudinal connections, including ductwork connections at drywall or other finishes, using UL-181 compliant methods and materials. Mastic or other UL-181 compliant material to be applied within temperature range and according to all manufacturers requirements. 7. Ductwork penetrating the building envelope shall be sealed to prevent air leakage through the duct system and/or the building envelope. This includes but is not limited to roof curbs and exterior wall exhaust/intake vents. 8. Any ventilation systems that have self-regulating airflow devices installed must be tested to confirm pressure is within manufacturers allowable range. Fan speeds shall be reduced in order to provided required pressure and airflow at all self-regulating airflow devices, with the lowest fan speed possible. 9. Provide 3' custom roof curb for ERV -3 and 4; Provide 2' roof curb for ERV-1 and 2. B. MOTOR NOTES: 1. All 3PH motors 1HP or greater must be NEMA Premium Efficiency rated. 2. All motors shall be tested and balanced (with the system manufacturer’s representative if necessary) and a balancing report submitted to the Owner’s Energy Consultant. 3. The installation contractor and/or system manufacturer shall conduct an on‐site training with building maintenance staff to review the operating parameters, controls, and maintenance requirements of the motors and drives. C. HEATING AND COOLING SYSTEM NOTES: 1. All heating/cooling piping must be inspected by the Owner’s Energy Consultant before access is covered up. 2. The heating and cooling system shall be tested and balanced, including all applicable Functional Performance Test checklists, by the installation contractor to demonstrate the system is installed and functioning according to the specifications in the contract documents. A summary of the commissioningresults verifying that the heating/cooling systems performs and functions according to the specifications in the contract documents must be provided to the Owner’s Energy Consultant 3. The installation contractor and/or system manufacturer shall conduct an on-site training with building maintenance staff to review the operating parameters, controls, and maintenance requirements of the heating and cooling systems. 4. Heat pump installation contract must be an approved Participating Contractor for the NYS Clean Heat Program and must submit for incentives on behalf of the owner. 5. Provide 1" thick pipe insulation (conductivity 0.21-0.28) on all refrigerant piping. All exterior piping insulation shall be UV resistant, have continuous insulation, and be installed inside PVC line-hide. 6. All exterior refrigerant pipe insulation shall be continuous and UV resistant. 7. For all forced air systems, the ductwork must be sealed with mastic or other UL‐181 compliant material and applied within temperature range and according to all other manufacturer's requirements at ALL transverse joints, transitional junctions, and take offs. 8. Heating supply and return ductwork shall be insulated as per 2020 Energy Conservation Code of New York State C403.11.1 9. The gap between the heating/cooling ductwork and gypsum board must be air sealed. 10. For all heat pump and split system air condition systems, provide start up report including pre-charge refrigerant amount and corrected refrigerant charge amount for each system. Obtain and keep documentation on file showing correct field measured refrigerant charge for all refrigerant based heating/cooling systems and pipe lengths. 11. For all refrigerant based systems, perform Triple Leak and Pressure Test as per manufacturer’s instruction including checking all connections for leaks by applying a bubble solution to all joints or by using an electronic leak detector. Document the locations of any leaks found and fix leaks with new materials and retest as per manufacturer’s instructions until satisfactory results are achieved. Once Leak and Pressure Test is completed perform Triple Evacuation Procedure as per the manufacturer’s instructions. Once the system has been properly evacuated confirm the necessity of additional Refrigerant Trim Charge as per the manufacturer’s instructions and engineering documents. Document any refrigerant added for each unit and final refrigerant charge. If there are joints between the indoor and outdoor units other than at the units, document on as built drawings including piping riser diagram so that the joint can be located post-construction. Provide documentation for the above testing including the name of the person performing the test, day/time, results of any leaks that needed to be fixed. Notify Engineer and Owner’s Energy Consultant at least 48 hours prior to performing leak testing. 12. The installation contractor and/or system manufacturer shall conduct an on‐site training with building maintenance staff to review the operating parameters, controls, and maintenance requirements of all heating and cooling systems. 13. Flexible Ductwork -If flexible ductwork is to be used, the Owner’s Energy Consultant must be notified and have a chance to review shop drawings prior to purchase. If installed, flexible ductwork should be limited in length, and meet the requirements listed below, which will be inspected by Owner’s Energy Consultant: •Duct length -Limit duct length to no more than 25’per run for flex duct, not to exceed the manufacturer’s recommended limit. •Excess ductwork -Runs should be as direct as possible. Excess ductwork should be no more than 5% for any given section of flexible duct. Flexductwork shall be extended (stretched) and secured to reduce pressure drop. •Supports -Suspended horizontal ducts should be supported at least every 5’. •Hangers -Hanger material should be at least 1-1/2”in width and hangers should not crimp the ductwork, causing the interior dimension of the duct to be less than specified. •Sag -Suspended ductwork should be allowed to sag no more than ½”for every 1’of run •Trunk and boot connections -Flexible duct should be allowed to run straight out of any connection at least 12”before taking a turn 14. Bends -The radius at the centerline of a bend must be a minimum of one duct diameter as shown in the diagram (R = 1 duct diameter) 15. Connections -Connections to boots, collars, and trunks must be substantially airtight 16. Sealants -Sealants and tapes used to make ductwork airtight must be compliant with UL-181 standards and installed according to the manufacturer’s specifications A. HEAT PUMP SYSTEMS -DUCTED HEAT PUMP SYSTEMS: 1.During unoccupied periods as determined by 7 day programmable thermostat, the system shall be set back to adjustable setpointtemperatures. 2.During occupied periods as determined by 7 day programmable thermostat, the system shall respond to setpoint temperatures. Each fan coil shall have a thermostat for heating and cooling setpoints. The unit shall remain on until setpoint is reached. 3.The heat pump system is to be the primary heating/cooling system to reach setpoint temperatures. A.In heating mode, the thermostat shall call for heat from the fan coil/heat pump and they shall remain on until satisfying setpoint temperature. If the space temperature cannot be satisfied and the temperature drops 3 degrees below setpoint temperature, the 2nd stage heat 24 Volt DC output shall energize the electric resistance heat relays and the heat pump stays on. The electric heat will be provided by a duct heater for ducted units. B.In cooling mode, the thermostat shall call for cooling from the fan coil/heat pump and they shall remain on until satisfying setpoint temperature. In cooling mode, the electric resistance heat shall be locked out. -DUCTLESS HEAT PUMP SYSTEMS: 1.During unoccupied periods as determined by 7 day programmable thermostat, the system shall be set back to adjustable setpointtemperatures. 2.During occupied periods as determined by 7 day programmable thermostat, the system shall respond to setpoint temperatures. Each fan coil shall have a thermostat for heating and cooling setpoints. The unit shall remain on until setpoint is reached. B.EXHAUST FANS: 1.EF-1 Intermittent Garage exhaust fan; Upon receiving a signal from the CO and NO2 sensors relayed to the Brasch control panel, the motorized damper shall open and the fan shall turn on. Once the control panel is satisfied, the fan shall turn off and the motorized damper shall close. 2.EF-2 Continuous Garage exhaust fan; The fan shall run continuously at 440 CFM. C. ELECTRIC WALL HEATERS & STAND-ALONE ELECTRIC BASEBOARD HEATERS 1.Electric wall heaters shall have an internal thermostat (set to 60 degrees F) with lockout that is to control setpoint temperatures. Upon a call for heat, the heater shall turn on and remain on. Upon setpoint being satisfied, the heater shall turn off. Electric baseboard heaters shall have a unit mounted thermostat (set to 68 degrees F). Upon a call for heat, the heater shall turn on. Upon setpoint being satisfied, the heater shall turn off. 2. EBH-1: Baseboard heater shall have a unit mounted thermostat (set to 68 degrees F). Upon a call for heat, the heater shall turn on. Upon setpoint being satisfied, the heater shall turn off. An outdoor air temperature sensor shall turn off the heater when the temperature is above 45 degrees F. 3. EBH-2&3: Baseboard heaters shall have a wall mounted programmable thermostat (set to 68 degrees F). Upon a call for heat, all of the heaters in Commercial Tenant Space 119 shall turn on. Upon setpoint being satisfied, all of the heaters shall turn off. Provide all relays, components and wiring to satisfy sequence. D.ENERGY RECOVERY VENTILATOR SYSTEMS: 1. ERV-1, 2, 3, 4: The ERV shall run continuously. An internal compressor that serves the DX coil shall modulate to condition the ventilation air. The LG AC Smart global controller shall be connected to each ERV and automatically change setpoint temperatures. May-September setpoint temperature shall be 74 degrees F, October-April setpoint temperature shall be 66 degrees F. 2. ERV-5 & 7: Once enabled, the exhaust and outdoor air motorized dampers shall be open 100% and fan shall run. The unit shall be enabled by the lighting dual output ceiling mounted occupancy sensor. Wiring from the occupancy sensor in each space shall be daisy chained together into on relay connection to the unit. Once occupancy is no longer detected, the fan shall stop and the exhaust and outdoor air motorized dampers shall close. The unit shall have an electric resistance duct heater that the internal SRC controller shall control based supply air temperature. The duct heater shall modulate to provide 68 degree F (adjustable) supply air temperature. 3. ERV-6: Once enabled, the exhaust and outdoor air motorized dampers shall be open 100% and fan shall run. The unit shall be enabled by either the lighting dual output ceiling/wall mounted occupancy sensor, or the wall mounted CO2 sensor reading over 700 ppm (adjustable). Wiring from the occupancy sensor in each space shall be daisy chained together into on relay connection to the unit. Once occupancy is no longer detected and CO2 levels fall below 700 ppm, the fan shall stop and the exhaust and outdoor air motorized dampers shall close. The unit shall have an electric resistance duct heater that the internal SRC controller shall control based supply air temperature. The duct heater shall modulate to provide 68 degree F (adjustable) supply air temperature. 4. ERV-8: The ERV shall run continuously. The unit shall have an electric resistance duct heater that the internal SRC controller shall control based on outdoor air temperature. The duct heater shall modulate to provide 60 degree F (adjustable) supply air temperature. SEQUENCE OF OPERATIONS ELECTRIC WALL HEATER SCHEDULE TypeManufacturerModelDescription Capacity Btu/HrLengthWidthHeightWeight, lbs ELECTRICAL Comments VoltagePhaseMCA EWH-1FAHRENHEATFSSWH1502Electric wall heater5,1201' - 0"0' - 4"1' - 6"20120 V113 A ELECTRIC DUCT HEATER SCHEDULE TypeManufacturerModelDescriptionInputLengthWidthHeightWeight, lbs ELECTRICAL Comments VoltagePhase EDH-1RenewaireRH-DE lectric duct heater4.0 kW1' - 0"12' - 0"1' - 0"10208 V1Furnish disconnect EDH-2RenewaireRH-DElectric duct heater3.0 kW1' - 0"12' - 0"1' - 0"10208 V1Furnish disconnect EDH-3LGANEH033B1Electric duct heater3.0 kW1' - 0"0' - 6"1' - 0"5208 V1Furnish disconnect EDH-4LGANEH053B1Electric duct heater5.0 kW1' - 0"0' - 6"1' - 0"5208 V1Furnish disconnect No Scale 2 ROOF CURB DETAIL No Scale 3 TYPICAL HEAT PUMP STAND DETAIL No Scale 4 WIRING DIAGRAM 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1. Economizer - Economizer control not required based on C403.5 item 3. All individual unit cooling capacities are less than 270,000 Btu/hr. 2. Mechanical system design criteria: Design temp heating: -3 degrees F; Design temp cooling: 88 degrees F; ASHRAE 62.1-2013 requirements. 3. Mechanical heating system type is air source heat pump systems. For sizes and efficiencies, refer to schedules on M001. 2. Equipment and Systems Controls -Refer to Sequence of Operations on sheet M001 for equipment operation. 3. Fan Motor Horse Power and Controls -Refer to Fan Schedule on sheet M001 for motor HP and controls. 4. Duct Sealing, Duct and Pipe Insulation -All ductwork shall be sealed and insulated per Energy Code. Refer to Specification Section 233113 -Duct and Accessories Part 3.1.D and Specification Section 230713 -Duct Insulation. All heat pump piping shall be insulated per heat pump manufacturers' spec. ENERGY CODE CONFORMANCE ENERGY PROGRAM COMPLIANCE NOTES 1 1 1 1 1 1 ERV-7 FC-6 FC-5 ERV-5 ERV-6 FC-7 FC-9 EBH-1 EBH-1 EBH-3 / 1M401 / 1M401 / 1M401 / 1M405 / 1M402 / 1M402 / 1M403 / 1M403 / 1 M404 / 1M404TRASH ROOM 116 BICYCLE ROOM 115 LEASING OFFICE 104 FC-4 8"ø 8" 8"ø ERV-8 EWH-1 FITNESS CENTER 108 RESIDENT LOUNGE 107 PET RELIEF AREA 111 COMMERCIAL TENANT SPACE 119 LOBBY 101 PACKAGE ROOM 102 ELEVATOR LOBBY 106 ELEV 2 ELEV 1 CENTRAL STAIR YOGA STUDIO 109 A1 A 200 EDH-1 EBH-2 EBH-3EBH-3EBH-3 EBH-3 EBH-3 EBH-3 EBH-3 EBH-3 EDH-2 EDH-2 EDH-2 EDH-4 EDH-4 EDH-3 EBH-2 TELECOM ROOM 118 UTILITY CORRIDOR 117 EWH-1 EWH-1 1 1 1 1 1 1 1 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 3/32" = 1'-0" 1ST FLOOR PLAN M101 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 3/32" = 1'-0" 1 1ST FLOOR PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 1 M001 ERV-1 RISER ERV-2 RISER ERV-3 RISER ERV-4 RISER 4"ø 6"ø 4"ø 4"ø 6"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 6"ø 6"ø 4"ø 4"ø 14"x6" 16"x6" 16"x6" 12"x6" 4"ø 4"ø 4"ø 4"ø 4"ø 6"ø 6"x6"4"ø 4"ø 4"ø 6"ø 4"ø 4"ø 4"ø 8"ø 4"ø 6"ø 4"ø4"ø 6"ø 4"ø 4"ø 4"ø 4"ø 6"x6" 12"x6" 6"ø 20"x6" 16"x6" 6"ø 4"ø 12"x6" 6"ø 4"ø 4"ø 4"ø 6"ø12"x6" 6"ø 6"ø 4"ø 8"x6" 4"ø 4"ø 4"ø 6"ø 4"ø 4"ø 4"ø 4"ø 6"x6" 4"ø 6"ø 6"ø 20"x6" 4"ø4"ø 18"x6" 6"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 12"x6" 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 6"ø6"ø 8"ø 6"ø 4"ø 4"ø 4"ø 4"ø 6"ø 4"ø 6"ø 4"ø 4"ø 6"ø 4"ø 4"ø 16"x6" 16"x6" 16"x6" 12"x6" 6"ø 4"ø 6"ø 6"ø 6"ø 4"ø 4"ø 4"ø4"ø4"ø4"ø 6"ø 4"ø 4"ø 6"x6" 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø / 1M410 / 1M406 / 1M406/ 1M407 / 1M402 / 1M408 / 1M406 / 1 M409 6"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 6"ø 6"ø 4"ø 4"ø 6"ø 4"ø 6"ø 4"ø 4"ø 4"ø 6"x6" 4"ø 6"ø 4"ø4"ø 4"ø 4"ø 6"ø 4"ø 4"ø 6"ø UNIT C1 201 UNIT A1 202 UNIT A2 203 UNIT A3 204 UNIT A4 205 UNIT D1 206 UNIT D2 207 UNIT D3 208 UNIT B1 209 UNIT D4 210 UNIT A5 211 UNIT A6 212 UNIT A7 213 UNIT A6 214 UNIT A7 215 UNIT A6 216 UNIT A8 217 UNIT D5 218 UNIT B2 219 UNIT D7 221 UNIT A9 222 UNIT A10 223 UNIT A9 224 UNIT A10 225 UNIT B3 226 UNIT D8 227 UNIT D9 228 UNIT D10 229 UNIT D11 230 UNIT D12 231 UNIT A11 232 UNIT A12 233 UNIT C2 234 TELECOM 236 UNIT D6 220 ELEV 1 ELEV 2 EAST STAIR CENTRAL STAIR NORTH STAIR TRASH ROOM 235 ELEVATOR LOBBY 238 NORTH CORRIDOR 239 SOUTH CORRIDOR 240 ELEC/DATA 237 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 3/32" = 1'-0" 2ND FLOOR PLAN M102 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 3/32" = 1'-0" 1 2ND FLOOR PLAN M102 GENERAL NOTES 1. ALL APARTMENT ERV SUPPLY AND RETURN DUCT WORK SHALL HAVE A CEILING RADIATION DAMPER AT THE PENETRATION OF THE CEILING PLANE. 2. ALL APARTMENT ERV SUPPLY AND RETURN DUCTWORK SHALL HAVE CONSTANT AIR REGULATOR DAMPERS (CAR DAMPER). BASIS OF DESIGN AMERICAN ALDES CAR3. 3. DUCT LEAKAGE SHALL BE LIMITED TO 5% OF TOTAL AIR FLOW, MEASURED AT 0.2" WC. PROVIDE AEROSEAL DUCT SEALING. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET COORDINATE LOCATION OF SUPPLY AND RETURN REGISTERS AND LOCATIONS OF ACCESS PANELS WITH ID DRAWINGS 1 M001 / 1M415 / 1M411 / 1M411/ 1M412 / 1M412 / 1M413 / 1M413 / 1 M414 / 1M411 / 1 M414 4"ø 6"ø 4"ø 4"ø 6"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 6"ø 6"ø 4"ø 4"ø 14"x6" 16"x6" 16"x6" 12"x6" 4"ø 4"ø 4"ø 4"ø 4"ø 6"ø 6"x6" 4"ø 4"ø 4"ø 6"ø 4"ø 4"ø 4"ø 8"ø 4"ø 6"ø 4"ø4"ø 6"ø 4"ø 4"ø 4"ø 4"ø 6"x6" 12"x6" 6"ø 20"x6" 16"x6" 6"ø 4"ø 12"x6" 6"ø 4"ø 4"ø 4"ø 6"ø12"x6" 6"ø 6"ø 4"ø 8"x6" 4"ø 4"ø 4"ø 6"ø 4"ø 4"ø 4"ø 4"ø 6"x6" 4"ø 6"ø 6"ø 20"x6" 4"ø 4"ø 18"x6" 6"ø 4"ø 4"ø 4"ø 4"ø 4"ø 6"ø 4"ø 4"ø 4"ø 6"ø 6"ø 12"x6" 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 6"ø6"ø 8"ø 6"ø 4"ø 4"ø 4"ø 4"ø 6"ø 4"ø 6"ø 4"ø 4"ø 6"ø 4"ø 4"ø 16"x6" 16"x6" 16"x6" 12"x6" 6"ø 6"ø 6"ø 6"ø 6"ø 4"ø 4"ø 4"ø 4"ø4"ø4"ø 6"ø 4"ø 4"ø 6"x6" 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 6"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 6"ø 4"ø 4"ø 4"ø 6"ø 6"ø 4"ø 4"ø 6"ø 4"ø 6"ø 4"ø 4"ø 4"ø 6"x6" 6"ø 6"ø 4"ø 4"ø 4"ø 4"ø 6"ø 4"ø 4"ø 6"ø 6"ø 4"ø 4"ø 6"ø 4"ø 4"ø4"ø 4"ø4"ø 6"ø 4"ø 6"ø 4"ø 4"ø 6"ø 4"ø 6"ø6"ø6"ø6"ø 4"ø 6"ø 6"ø UNIT C1 301 UNIT A1 302 UNIT A2 303 UNIT A3 304 UNIT A4 305 UNIT D1 306 UNIT D2 307 UNIT D3 308 UNIT B1 309 UNIT D4 310 UNIT A5 311 UNIT A6 312 UNIT A7 313 UNIT A6 314 UNIT A7 315 UNIT A6 316 UNIT A8 317 UNIT D5 318 UNIT B2 319 UNIT D7 321 UNIT A13 322 UNIT A14 323 UNIT A13 324 UNIT A14 325 UNIT B3 326 UNIT D8 327 UNIT D9 328 UNIT D10 329 UNIT D11 330 UNIT D12 331 UNIT A11 332 UNIT A12 333 UNIT C2 334 TELECOM 336 UNIT D6 320 ELEV 1 ELEV 2 EAST STAIR CENTRAL STAIR NORTH STAIR TRASH ROOM 335 ELEVATOR LOBBY 338 NORTH CORRIDOR 339 SOUTH CORRIDOR 340 ELEC/DATA 337 COORDINATE LOCATION OF SUPPLY AND RETURN REGISTERS AND LOCATIONS OF ACCESS PANELS WITH ID DRAWINGS 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 3/32" = 1'-0" 3RD FLOOR PLAN M103 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 3/32" = 1'-0" 1 3RD FLOOR M103 GENERAL NOTES 1. ALL APARTMENT ERV SUPPLY AND RETURN DUCT WORK SHALL HAVE A CEILING RADIATION DAMPER AT THE PENETRATION OF THE CEILING PLANE. 2. ALL APARTMENT ERV SUPPLY AND RETURN DUCTWORK SHALL HAVE CONSTANT AIR REGULATOR DAMPERS (CAR DAMPER). BASIS OF DESIGN AMERICAN ALDES CAR3. 3. DUCT LEAKAGE SHALL BE LIMITED TO 5% OF TOTAL AIR FLOW, MEASURED AT 0.2" WC. PROVIDE AEROSEAL DUCT SEALING. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET / 1M417 / 1 M416 / 1M420 / 1M416 / 1M419/ 1M416 / 1M419/ 1M418 / 1M417 / 1M418 4"ø 4"ø 4"ø 6"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 6"ø 6"ø 4"ø 4"ø 14"x6" 16"x6" 16"x6" 12"x6" 4"ø 4"ø 4"ø 4"ø 4"ø 6"ø 6"x6"4"ø 4"ø 6"ø 6"ø 4"ø 4"ø 4"ø 8"ø 4"ø 6"ø 4"ø4"ø 6"ø 4"ø 4"ø 4"ø 4"ø 6"x6" 12"x6" 20"x6" 16"x6" 6"ø 4"ø 12"x6" 6"ø 4"ø 4"ø 4"ø 6"ø12"x6" 6"ø 6"ø 4"ø 8"x6" 4"ø 4"ø 4"ø 6"ø 4"ø 4"ø 4"ø 4"ø 6"x6" 4"ø 6"ø 6"ø 20"x6" 4"ø 4"ø 18"x6" 6"ø 4"ø 4"ø 4"ø 4"ø 4"ø 6"ø 4"ø 4"ø 4"ø 6"ø 6"ø 12"x6" 4"ø 4"ø 4"ø 16"x6" 16"x6" 16"x6" 12"x6" 6"ø 6"ø 6"ø 6"ø 6"ø 4"ø 4"ø 4"ø 4"ø4"ø4"ø 6"ø 4"ø 4"ø 6"x6" 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 6"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 6"ø 4"ø 4"ø 4"ø 6"ø 6"ø 4"ø 4"ø 6"ø 4"ø 4"ø 4"ø 6"x6" 6"ø 6"ø 4"ø4"ø 4"ø 4"ø 6"ø 4"ø 4"ø 6"ø 4"ø4"ø 6"ø 6"ø 4"ø 4"ø 4"ø 6"ø 6"ø 6"ø 4"ø 4"ø 6"ø 4"ø 6"ø 6"ø4"ø4"ø 6"ø 4"ø 4"ø 6"ø 6"ø 6"ø UNIT C1 401 UNIT A1 402 UNIT A2 403 UNIT A3 404 UNIT A4 405 UNIT D1 406 UNIT D2 407 UNIT D3 408 UNIT B1 409 UNIT D4 410 UNIT A5 411 UNIT A6 412 UNIT A7 413 UNIT A6 414 UNIT A7 415 UNIT A6 416 UNIT A8 417 UNIT D5 418 UNIT D13 420 UNIT B4 422 UNIT A15 423 UNIT A13 424 UNIT A14 425 UNIT B3 426 UNIT D8 427 UNIT D9 428 UNIT D10 429 UNIT D11 430 UNIT D12 431 UNIT A11 432 UNIT A12 433 UNIT C2 434 TELECOM 436 ELEV 1 ELEV 2 EAST STAIR CENTRAL STAIR NORTH STAIR TRASH ROOM 435 ELEVATOR LOBBY 438 NORTH CORRIDOR 439 SOUTH CORRIDOR 440 ELEC/DATA 437 COORDINATE LOCATION OF SUPPLY AND RETURN REGISTERS AND LOCATIONS OF ACCESS PANELS WITH ID DRAWINGS 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 3/32" = 1'-0" 4TH FLOOR PLAN M104 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 3/32" = 1'-0" 1 4TH FLOOR PLAN M104 GENERAL NOTES 1. ALL APARTMENT ERV SUPPLY AND RETURN DUCT WORK SHALL HAVE A CEILING RADIATION DAMPER AT THE PENETRATION OF THE CEILING PLANE. 2. ALL APARTMENT ERV SUPPLY AND RETURN DUCTWORK SHALL HAVE CONSTANT AIR REGULATOR DAMPERS (CAR DAMPER). BASIS OF DESIGN AMERICAN ALDES CAR3. 3. DUCT LEAKAGE SHALL BE LIMITED TO 5% OF TOTAL AIR FLOW, MEASURED AT 0.2" WC. PROVIDE AEROSEAL DUCT SEALING. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET / 1M422 / 1 M421 / 1M425 / 1M421 / 1M421 / 1 M424 / 1M423 / 1 M424 / 1M407 / 1M423 4"ø 4"ø 14"x6" 16"x6" 16"x6" 12"x6" 6"ø 4"ø 6"ø 6"ø 6"x6" 6"ø 6"ø 4"ø 4"ø 4"ø 8"ø 4"ø 6"ø 4"ø4"ø 6"ø 4"ø 4"ø 4"ø 4"ø 6"x6" 12"x6" 20"x6" 16"x6" 6"ø 4"ø 12"x6" 6"ø 4"ø 4"ø 4"ø 6"ø12"x6" 6"ø 6"ø 4"ø 8"x6" 4"ø 4"ø 4"ø 6"ø 4"ø 4"ø 4"ø 4"ø 6"x6" 4"ø 6"ø 6"ø 20"x6" 4"ø 4"ø 18"x6" 6"ø 4"ø 4"ø 4"ø 4"ø 4"ø 6"ø 4"ø 4"ø 4"ø 6"ø 6"ø12"x6" 4"ø 4"ø 4"ø 16"x6" 16"x6" 16"x6" 12"x6" 6"ø 6"ø 6"ø 6"ø 6"ø 4"ø 4"ø 4"ø 4"ø4"ø4"ø 6"ø 4"ø 4"ø 6"x6" 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 6"ø 4"ø 4"ø 4"ø 6"ø 4"ø 4"ø 4"ø 6"ø 6"ø 4"ø 4"ø 6"ø 4"ø 4"ø 6"x6" 6"ø 6"ø 4"ø4"ø 4"ø 4"ø 6"ø 4"ø 4"ø 6"ø 4"ø4"ø 6"ø 6"ø 4"ø 4"ø 4"ø 6"ø 6"ø 6"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø4"ø 6"ø 4"ø 6"ø 6"ø 6"ø 6"ø 6"ø 6"ø 6"ø 6"ø 4"ø 4"ø 6"ø 4"ø 6"ø 6"ø 6"ø UNIT C1 501 UNIT A1 502 UNIT A2 503 UNIT A3 504 UNIT A4 505 UNIT D1 506 UNIT D2 507 UNIT D3 508 UNIT B1 509 UNIT D4 510 UNIT A5 511 UNIT A6 512 UNIT A7 513 UNIT A6 514 UNIT A7 515 UNIT A6 516 UNIT A8 517 UNIT D5 518 UNIT D13 520 UNIT B4 522 UNIT A15 523 UNIT A13 524 UNIT A14 525 UNIT D14 527 UNIT B5 530 UNIT D12 531 UNIT A11 532 UNIT A12 533 UNIT C2 534 TELECOM 536 ELEV 1 ELEV 2 EAST STAIR CENTRAL STAIR NORTH STAIR TRASH ROOM 535 ELEVATOR LOBBY 538 NORTH CORRIDOR 539 SOUTH CORRIDOR 540 ELEC/DATA 537 COORDINATE LOCATION OF SUPPLY AND RETURN REGISTERS AND LOCATIONS OF ACCESS PANELS WITH ID DRAWINGS 1 4"ø 4"ø 4"ø 6"ø 4"ø 1 1 1 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 3/32" = 1'-0" 5TH FLOOR PLAN M105 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 3/32" = 1'-0" 1 5TH FLOOR M105 GENERAL NOTES 1. ALL APARTMENT ERV SUPPLY AND RETURN DUCT WORK SHALL HAVE A CEILING RADIATION DAMPER AT THE PENETRATION OF THE CEILING PLANE. 2. ALL APARTMENT ERV SUPPLY AND RETURN DUCTWORK SHALL HAVE CONSTANT AIR REGULATOR DAMPERS (CAR DAMPER). BASIS OF DESIGN AMERICAN ALDES CAR3. 3. DUCT LEAKAGE SHALL BE LIMITED TO 5% OF TOTAL AIR FLOW, MEASURED AT 0.2" WC. PROVIDE AEROSEAL DUCT SEALING. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET ERV-3 RISER HP-3 APT 229 HP-3 APT 228 HP-3 APT 328 HP-3 APT 428 HP-3 APT 429 HP-3 APT 329 ERV-1 HP-3 APT 227 HP-3 APT 427 HP-3 APT 327 HP-3 APT 230 HP-3 APT 430 HP-3 APT 330 HP-2 APT 226 HP-2 APT 326 HP-3 APT 527 HP-2 APT 426 HP-1 APT 530 HP-3 APT 231HP-3 APT 331 HP-3 APT 531 HP-3 APT 431 HP-1 APT 232 HP-1 APT 332 HP-1 APT 532 HP-1 APT 432 HP-1 APT 233 HP-1 APT 333 HP-1 APT 533 HP-2 APT 334 HP-2 APT 534 HP-2 APT 434 HP-2 APT 234 HP-1 APT 433 HP-3 APT 221 HP-1 APT 322 HP-1 APT 222 HP-1 APT 323 HP-1 APT 223 HP-1 APT 324 HP-1 APT 224 HP-1 APT 325 HP-1 APT 225 HP-1 APT 525 HP-1 APT 425 HP-1 APT 524 HP-1 APT 424 HP-1 APT 523 HP-1 APT 423 HP-2 APT 522 HP-2 APT 422 HP-3 APT 321 HP-3 APT 220 HP-2 APT 219 HP-3 APT 318 HP-3 APT 518 HP-3 APT 418 HP-3 APT 218 HP-2 APT 319 HP-3 APT 320 HP-1 APT 217 HP-1 APT 417 HP-1 APT 216 HP-1 APT 416 HP-1 APT 516 HP-1 APT 517 HP-1 APT 317 HP-1 APT 316 HP-3 APT 410 HP-3 APT 210 HP-3 APT 310 HP-3 APT 510 HP-1 APT 212 HP-1 APT 412 HP-1 APT 211 HP-1 APT 411 HP-1 APT 511 HP-1 APT 311 HP-1 APT 512 HP-1 APT 312 HP-1 APT 413 HP-1 APT 213 HP-1 APT 414 HP-1 APT 214 HP-1 APT 415 HP-1 APT 215 HP-1 APT 315 HP-1 APT 515 HP-1 APT 314 HP-1 APT 514 HP-1 APT 313 HP-1 APT 513 HP-2 APT 201 HP-2 APT 401 HP-2 APT 501 HP-2 APT 301 HP-1 APT 202 HP-1 APT 402 HP-1 APT 203 HP-1 APT 403 HP-1 APT 204 HP-1 APT 404 HP-1 APT 205 HP-1 APT 405 HP-1 APT 505 HP-1 APT 305 HP-1 APT 504 HP-1 APT 304 HP-1 APT 503 HP-1 APT 303 HP-1 APT 502 HP-1 APT 302 HP-3 APT 206 HP-3 APT 406 HP-3 APT 306 HP-3 APT 506 HP-3 APT 207 HP-3 APT 407 HP-3 APT 507 HP-3 APT 307 HP-3 APT 408 HP-3 APT 208 HP-3 APT 508 HP-3 APT 308 HP-2 APT 509 HP-2 APT 309 HP-2 APT 209 HP-2 APT 409 HP-4 TRASH ROOM HP-4 BIKE ROOM HP-5 FITNESS + YOGA HP-6 COMM TENANT 6 HP-7 LOBBY ERV-2 ERV-3 ERV-4 ALTA SIGRIST (AL-161010/ALTC-S18) PRE-MANUFACTURED PIPE CURB, TYPICAL FOR EACH GROUP OF HEAT PUMPS. INSTALL AS PER MANUFACTURER INSTRUCTIONS, PROVIDE ALL FASTENERS REQUIRED. COORDINATE WITH ROOFER KEEP ALL ROOFTOP EQUIPMENT 12' FROM ANY ROOF EDGE. HP-8 ELEVATOR HP-8 ELEVATOR FC-8 FC-8 SPACE ON ROOF RESERVED FOR FUTURE EQUIPMENT TO SERVE FIRST FLOOR COMMERCIAL SPACES CUSTOM 2' TALL CURB. CURB SHALL HAVE OPENINGS OR SUPPLY AND RETURN. CURB SHALL BE FULLY INSLUATED AND AIR SEALED TO MAINTAIN BUILDING WEATHER BARRIER. CONNECTIONS BETWEEN ERV AND DUCTWORK MUST BE SEALED. PROVIDE AEROSEAL DUCT SEALING FOR ALL ASSOCIATED DUCTWORK EF-1 EF-2 30"ø 10"ø CUSTOM 3' TALL CURB, CURB SHALL HAVE OPENINGS FOR GARAGE EXHAUST DUCTS TO TRAVEL NORTH TO EF-1&2. CURB SHAL BE FULLY INSLUATED AND AIR SEALED TO MAINTAIN BUILDING WEATHER BARRIER. CONNECTIONS BETWEEN ERV AND DUCTWORK MUST BE SEALED. HP-3 APT 420 HP-3 APT 520 CUSTOM 3' TALL CURB. CURB SHALL HAVE OPENINGS OR SUPPLY AND RETURN. CURB SHAL BE FULLY INSLUATED AND AIR SEALED TO MAINTAIN BUILDING WEATHER BARRIER. CONNECTIONS BETWEEN ERV AND DUCTWORK MUST BE SEALED. PROVIDE AEROSEAL DUCT SEALING FOR ALL ASSOCIATED DUCTWORK PROVIDE AEROSEAL DUCT SEALING FOR ALL ASSOCIATED DUCTWORK CUSTOM 2' TALL CURB. CURB SHALL HAVE OPENINGS OR SUPPLY AND RETURN. CURB SHALL BE FULLY INSLUATED AND AIR SEALED TO MAINTAIN BUILDING WEATHER BARRIER. CONNECTIONS BETWEEN ERV AND DUCTWORK MUST BE SEALED. PROVIDE AEROSEAL DUCT SEALING FOR ALL ASSOCIATED DUCTWORK PROVIDE AEROSEAL DUCT SEALING FOR ALL ASSOCIATED DUCTWORK PROVIDE MOTORIZED DAMPER AT ROOF PENETRATION FOR EF-1 & EF-2 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 3/32" = 1'-0" ROOF PLAN M106 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 3/32" = 1'-0" 1 ROOF PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET M106 GENERAL NOTES 1. KEEPALL ROOFTOP EQUIPMENT12' FROM ANY ROOF EDGE. ERV-6 EBH-3 ERV-7 D 1,400 / 1M405 / 1M402 / 1M402 / 1M404 / 1M405 / 1M403 18"x10" 8"ø 8"ø 8"ø8"ø 8"ø A 50 8"ø 8"ø 10"ø 10"ø A 200 A 200 WL-1 12"x18" 18"x10" 8"x8" 8"x8" 10"ø10"ø COMMERCIAL TENANT SPACE 119 BICYCLE ROOM 115 ELEV 2 ELEV 1 CENTRAL STAIR ELEVATOR LOBBY 106 TRASH ROOM 116 ELEVATOR LOBBY 106 FC-4 10"ø 10"ø 10"ø 10"ø ERV-8 J 350 BRASCH CONTROL PANEL, WIRING UP TO EF-1 ON ROOF 1.5 HOUR FIRE DAMPER, DUCT ACCESS PANEL 1.5 HOUR FIRE DAMPER, DUCT ACCESS PANEL F 350 F 350 EWH-1 ELECTRIC ROOM 122 WL-1 A1 A1 K 30 FC-4 A 50 E 70 CEILING MOUNTED OCCUPANCY SENSOR MOTORIZED DAMPER MOTORIZED DAMPER 2' - 6" EWH-1 6"ø EDH-2 EDH-2 EDH-2 TO ERV-6 1 OPEN TO CEILING SPACE FOR PLENUM RETURN ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 1ST FLOOR CORE ENLARGED PLAN M401 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 1ST FLOOR HVAC ENLARGED -CORE 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET M401 GENERAL NOTES 1. COORDINATE ALL SLOT DIFFUSER LENGTHS AND LOCATIONS WITH ID401_R. 1 EBH-3EBH-1 / 1M403 / 1M401 COMMERCIAL TENANT SPACE 119 CO AND NO2 SENSORS 22"x52" 10"ø PROVIDE PROVIDE 3HR FIRE/SMOKE DAMPER AT PLANK PENETRATION 3" DUCT INSULATION, BIRD SCREEN MOTORIZED DAMPER AT GARAGE CEILING PLANE, DUCT UP TO EF-2 ON ROOF PROVIDE 3HR FIRE/SMOKE DAMPER AT PLANK PENETRATION, 3" DUCT INSULATION, BIRD SCREEN MOTORIZED DAMPER AT GARAGE CEILING PLANE, DUCT UP TO EF-1 ON ROOF EBH-3 EBH-3 EWH-1 EAST STAIR 123 TELECOM ROOM 118 UTILITY CORRIDOR 117 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 1ST FLOOR EAST ENLARGED PLAN M402 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 1ST FLOOR EAST ENLARGED PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET EBH-3EBH-1 EBH-1 FC-7 D 1,400 FC-9 / 1M402 / 1M404 / 1M402 / 1M404 / 1M401 8"ø 10"ø 10"ø A 200 A 200 24"x10" 16"x4" 24"x10" 8"ø 10"ø G 50 A 40 COMMERCIAL TENANT SPACE 119 ELEV 2 ELEV 1 CENTRAL STAIR TRASH ROOM 116 LEASING OFFICE 104 LOBBY 101 WATER SERVICE ROOM 105 ELEVATOR LOBBY 106 FC-4 F 350 A1 A1 6"ø 4"ø A 200 A1A1 8" LG AC SMART GLOBAL CONTROLLER TO ERV-6 2' - 6" 2' - 6"2' - 6" EBH-2EBH-2 EBH-3EBH-3EBH-3 EBH-3 EBH-3 EBH-3 EBH-3 EBH-3 TELECOM ROOM 118 UTILITY CORRIDOR 117 EDH-4 1 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 1ST FLOOR SOUTH ENLARGED PLAN M403 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 1ST FLOOR SOUTH ENLARGED PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET ERV-6 EBH-1 ERV-7 FC-6 D 1,000 FC-7 D 1,400 FC-5 20"x12" A 200 12"x18" B 200 E 100 ERV-5 D 1,400 A 200 FC-9 / 1M401 / 1M401 / 1M403 / 1M403 18"x10" 8"ø 8"ø 8"ø8"ø 8"ø A 50 8"ø 8"ø 10"ø 10"ø A 200 A 200 WL-1 12"x18" 18"x10" 8"x8" 8"x8" 12"ø 12"ø 12"ø12"ø 10"ø10"ø 20"x12" 8"ø 6"ø B 150 6"ø B 125 8"ø A 210 A 140 A 200 A 200 16"x12" 18"x10" 10"ø A 135 14"x10" 10"ø B 300 B 270 A 175 A 175 24"x10" 16"x10" 16"x4" 24"x10" 8"ø 10"ø 6"ø 10"ø 8"ø 8"ø 8"ø 8"ø A 250 A 225 A 225 10"ø G 50 A 40 BICYCLE ROOM 115 ELEV 2 ELEV 1 CENTRAL STAIR ELEVATOR LOBBY 106 TRASH ROOM 116 LEASING OFFICE 104 LOBBY 101 WATER SERVICE ROOM 105 RESIDENT LOUNGE 107 PACKAGE ROOM 102 MAIL ROOM 103 FITNESS CENTER 108 YOGA STUDIO 109 PET RELIEF AREA 111 MOTORIZED DAMPER ON OA & EA DUCT, TYP FOR ERV-5, 6, 7 FC-4 10"ø 10"ø 10"ø 10"ø ERV-8 J 350 BRASCH CONTROL PANEL, WIRING UP TO EF-1 ON ROOF 1.5 HOUR FIRE DAMPER, DUCT ACCESS PANEL 1.5 HOUR FIRE DAMPER, DUCT ACCESS PANEL F 350 F 350 WL-1 A1 A1 6"ø 4"ø A 200 A1A1 8" A1 A1 A1 A 200 8"ø 8" TAP FROM BELOW, FLEX CONNECTION TO LINEAR DIFFUSER, TYPICAL 16"x8" 20"x12" 8"ø A 210 8"ø 8"ø B1 OPEN TO CEILING RETURN PLENUM 6"ø K 50 6"ø6"ø K 30 K 30 4"ø FC-4 B 50 A1 A1 A1 A 50 12"x6" 10"ø B1 A 175 A 175 8" TAP FROM BELOW, FLEX CONNECTION TO LINEAR DIFFUSER, TYPICAL A 135 A1 E 70 E 70 LG AC SMART GLOBAL CONTROLLER TO ERV-6 CEILING MOUNTED OCCUPANCY SENSOR MOTORIZED DAMPER MOTORIZED DAMPER 6"ø 6"ø A1A1 3' - 0" 3' - 0" 2' - 6" 2' - 6"2' - 6" 1' - 0" 2' - 0" 2' - 6" RETURN LINEAR 3'X6' ACCESS PANEL 3'X6' ACCESS PANEL 6"ø 6"ø 6"ø 6"ø EDH-4 EDH-1EDH-2 EDH-2 EDH-2 EDH-3 EDH-4 TO ERV-6. TO ERV-6 B1 A1 A1 1 1 1 1 1 1 1 1 1 OPEN TO CEILING SPACE FOR PLENUM RETURN 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 1ST FLOOR WEST ENLARGED PLAN M404 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 1ST FLOOR WEST ENLARGED PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET M404 GENERAL NOTES 1. COORDINATE ALL SLOT DIFFUSER LENGTHS AND LOCATIONSWITH ID401_R. 2. COORDINATEALL OCCUPANCY SENSOR LOCATIONS WITH ID401AND E404 R DRAWINGS. 1 / 1M402 / 1M402 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 1ST FLOOR NORTH ENLARGED PLAN M405 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 1ST FLOOR NORTH ELARGED PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET FC-2 FC-1 FC-1 FC-2 FC-3 FC-2 4"ø 4"ø 4"ø 4"ø 6"ø 4"ø 4"ø 4"ø FC-3 4"ø 6"ø 6"x6" 12"x6" FC-3 FC-2 6"ø 8"x6" 6"ø4"ø 4"ø 4"ø 4"ø 4"ø 6"ø 16"x6" FC-2 FC-3 16"x30" 16"x30" PROVIDE ALDES CAR DAMPER AND CEILING RADIATION DAMPER AT ALL REGISTERS, TYPICAL ALL APARTMENTS / 1M408 PROVIDE RUSKIN FSD35 FIRE/SMOKE DAMPER, TYPICAL FOR ALL SHAFT PENETRATIONS PROVIDE 12"X12" CEILING ACCESS PANEL AND 12"X12" DUCT ACCESS PANEL FOR FIRE/SMOKE DAMPER ACESS, TYPICAL FOR ALL SHAFT PENETRATIONS, CONTRACTOR SHALL COORDINATE ACCESS PANEL LOCATIONS WITH ID / 1M410 / 1M407 / 1M409 G 20 G 25 G 20 H 20 H 25 H 20 G 25 G 20 H 25 H 20 H 20 G 45 G 45 H 25 H 20 G 25 H 25H 35 H 20G 20 G 20 G 25 H 20 H 25 6"ø 4"ø 6"ø 4"ø 4"ø 6"ø 4"ø G 10 4"ø 6"ø H 60 H 50 6"ø 4"ø4"ø4"ø 4"ø UNIT C1 201 UNIT B3 226 UNIT D12 231 UNIT A11 232 UNIT A12 233 UNIT C2 234 ELEV 1 ELEV 2 CENTRAL STAIR NORTH STAIR TRASH ROOM 235 ELEVATOR LOBBY 238 NORTH CORRIDOR 239 SOUTH CORRIDOR 240 ELEC/DATA 237 PROVIDE PROVIDE 12"X12" CEILING ACCESS PANEL AND 12"X12" DUCT ACCESS PANEL FOR FIRE/SMOKE DAMPER ACESS, TYPICAL FOR ALL SHAFT PENETRATIONS 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 2ND FLOOR CORE ENLARGED PLAN M406 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 2ND FLOOR CORE ENLARGED PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 M001 4"ø4"ø 6"ø6"ø 6"ø 4"ø 4"ø 6"ø 4"ø 6"ø 4"ø 4"ø 6"ø 6"x6" 12"x6" 16"x6" 4"ø6"ø 6"ø 6"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø FC-2 FC-2FC-3FC-3 FC-1 6"ø 6"ø 4"ø 4"ø 4"ø 4"ø FC-2 FC-2 16"x6"4"ø 4"ø 4"ø 4"ø 6"ø4"ø4"ø FC-2 FC-2 FC-3 FC-2 FC-3 4"ø 16"x6" 12"x6" 8"x6" 8"x6"6"ø4"ø / 1M408 / 1M406 PROVIDE RUSKIN FSD35 FIRE/SMOKE DAMPER, TYPICAL FOR ALL SHAFT PENETRATIONS PROVIDE 12"X12" CEILING ACCESS PANEL AND 12"X12" DUCT ACCESS PANEL FOR FIRE/SMOKE DAMPER ACESS, CONTRACTOR SHALLCOORDINATE ACCESS PANELLOCATIONS WITH ID DRAWINGS,TYPICAL FOR ALL SHAFT PENETRATIONS refer to unit 212 sheet M408 H 20 H 25 G 20 G 35 H 35 G 25 H 20 G 20 G 20 H 20 4"ø G 20 G 20 G 40 H 40 H 20 H 20 H 30 G 30 H 25 H 20 H 20H 25 G 25 G 20 G 20 G 454"ø 6"ø H 20 H 20 G 45 H 25 H 20 G 45 H 25 H 25 G 45 H 20 6"ø6"ø 4"ø 4"ø 6"ø G 60 6"ø UNIT A1 202 UNIT A2 203 UNIT A3 204 UNIT A4 205 UNIT D1 206UNIT D2 207 UNIT D3 208 UNIT B1 209 TELECOM 236 EAST STAIR FC-1FC-1 11 22"x52" 10"ø 1 1 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 2ND FLOOR EAST ENLARGED PLAN M407 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 2ND FLOOR EAST ENLARGED PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 8"x6" 6"ø 6"ø 16"x6" 12"x6" 8"x6" 6"x6" 4"ø 4"ø 4"ø 4"ø4"ø 4"ø 6"ø6"ø 4"ø 4"ø 4"ø 6"ø 4"ø 4"ø 4"ø 4"ø 6"ø 4"ø 4"ø FC-2 FC-2 FC-3 FC-1 8"x6"6"ø 6"ø 4"ø 4"ø 4"ø 20"x6" 16"x30" / 1M406/ 1M407 / 1M409 H 20 G 45 H 25 G 45 H 25 H 20 H 20 H 25 G 45G 45 H 25 H 20 G 45 H 25H 25 G 45 H 25 H 45 H 20 G 45 G 20 H 20 G 20 G 45 6"ø H 20 H 20 H 20 6"ø6"ø 6"ø refer to unit 212 this sheet refer to unit 213 this sheet refer to unit 212 this sheet refer to unit 213 this sheet FC-1FC-1 6"ø 6"ø 6"ø 6"ø 6"ø 6"ø G 60 UNIT D4 210 UNIT A5 211 UNIT A6 212 UNIT A7 213 UNIT A6 214 UNIT A7 215 UNIT A6 216 UNIT A8 217 SOUTH CORRIDOR 240 PROVIDE PROVIDE 12"X12" CEILING ACCESS PANEL AND 12"X12" DUCT ACCESS PANEL FOR FIRE/SMOKE DAMPER ACESS, TYPICAL FOR ALL SHAFT PENETRATIONS 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 2ND FLOOR SOUTH ENLARGED PLAN M408 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 2ND FLOOR SOUTH ENLARGED PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 6"x6" FC-2 FC-2 FC-1FC-1 FC-3 FC-2 FC-3 FC-2 FC-2 FC-2 FC-2 18"x6" 20"x6" 20"x6" 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 12"x6" 4"ø 4"ø 4"ø 4"ø 4"ø 6"ø 6"ø 6"ø 6"ø 4"ø 4"ø 4"ø 6"ø 6"ø 4"ø 4"ø 4"ø 4"ø FC-3 FC-3 16"x30"16"x30" / 1M406 / 1M408 PROVIDE RUSKIN FSD35 FIRE/SMOKE DAMPER, TYPICAL FOR ALL SHAFT PENETRATIONS PROVIDE 12"X12" CEILING ACCESS PANEL AND 12"X12" DUCT ACCESS PANEL FOR FIRE/SMOKE DAMPER ACESS, CONTRACTOR SHALL COORDINATE ACCESSPANEL LOCATIONS WITH ID DRAWINGS, TYPICAL FOR ALL SHAFT PENETRATIONS H 20 G 20 G 20G 40 H 40 H 20 H 25 G 20 G 45 G 45 H 25 H 20 H 20 G 45 G 45 H 25 H 20 H 20 H 20 G 20 H 20 H 25 G 25 H 25 H 20 G 20 G 25 H 25 H 20 G 20 4"ø H 20 4"ø H 20 4"ø 6"ø6"ø H 25 6"ø6"ø G 20 G 25 refer to unit 222 this sheetrefer to unit 223 this sheet 6"ø 6"ø G 20 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 6"ø UNIT D5 218 UNIT B2 219 UNIT D7 221 UNIT A9 222 UNIT A10 223 UNIT A9 224 UNIT A10 225 UNIT D6 220 ELEVATOR LOBBY 238 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 2ND FLOOR WEST ENLARGED PLAN M409 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 2ND FLOOR WEST ENLARGED PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 FC-2 FC-2 FC-2 FC-2 FC-2 FC-2 FC-2 FC-2 FC-2 FC-3 FC-3 FC-3 FC-3 4"ø 4"ø 4"ø 4"ø 6"ø FC-3 12"x6" 16"x6" 16"x6" 14"x6" 4"ø 4"ø 4"ø 6"ø 4"ø 6"ø 4"ø 4"ø 4"ø 6"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 16"x30" 16"x30" / 1M406 PROVIDE RUSKIN FSD35 FIRE/SMOKE DAMPER, TYPICAL FOR ALL SHAFT PENETRATIONS PROVIDE 12"X12" CEILING ACCESS PANEL AND 12"X12" DUCT ACCESS PANEL FOR FIRE/SMOKE DAMPER ACESS, CONTRACTOR SHALL COORDINATE ACCESSPANEL LOCATIONS WITH ID DRAWINGS, TYPICALFOR ALL SHAFT PENETRATIONS G 20 G 20 G 20 G 25 G 20 G 35 G 20 G 25 G 20 G 20 G 20 G 25 G 20 G 20 G 45 H 20 H 20 H 20H 20 H 25 H 35 H 20 H 20 H 45 H 25 H 20 H 20 H 20 H 25 H 20 6"ø 6"ø 6"ø 4"ø G 50 4"ø UNIT B3 226 UNIT D8 227 UNIT D9 228 UNIT D10 229 UNIT D11 230 NORTH STAIR MAINTENANCE CLOSET 238 1 1 1 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 2ND FLOOR NORTH ENLARGED PLAN M410 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 2ND FLOOR NORTH ENLARGED PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET NORTH CORRIDOR 204 Not Enclosed 16"x30" 16"x30" / 1M415 / 1M415 / 1M412 / 1M414 / 1M413/ 1M413 refer to unit 201 sheet M406 refer to unit 234 sheet M406 refer to unit 233 sheet M406 refer to unit 232 sheet M406 refer to unit 231 sheet M406 G 20 G 25 G 20 H 20 H 25 H 20 G 25 G 20 H 25 H 20 H 20 G 45 G 45 H 25 H 20 G 25 H 25H 35 H 20G 20 G 20 G 25 H 20 H 25 G 10 I 60 H 20 H 20 G 20 G 25 G 20 H 20 H 25 H 20 H 50 6"ø 6"ø6"ø 6"ø6"ø 8"ø 20"x8" 20"x6" 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 6"ø 12"x6" 16"x6" 16"x6" UNIT C1 301 UNIT A1 302 UNIT B3 326 UNIT D12 331 UNIT A11 332 UNIT A12 333 UNIT C2 334 ELEV 1 ELEV 2CENTRAL STAIR NORTH STAIR TRASH ROOM 335 ELEVATOR LOBBY 338 NORTH CORRIDOR 339 SOUTH CORRIDOR 340 ELEC/DATA 337 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 3RD FLOOR CORE ENLARGED PLAN M411 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 3RD FLOOR CORE ENLARGED PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 M001 16"x30" 16"x30" / 1M413 / 1M411 / 1M413 refer to unit 202 sheet M407refer to unit 203 sheet M407refer to unit 212 sheet M408 refer to unit 205 sheet M407 refer to unit 206 sheet M407 refer to unit 207 sheet M407 refer to unit 208 sheet M407 refer to unit 209 sheet M407 H 20 H 25 G 20 G 35 H 35 G 25 H 20 G 20 G 20 H 20 G 20 G 20 G 40 H 40 H 20 H 20 H 30 G 30 H 25 H 20 H 20H 25 G 25 G 20 G 20 G 45 H 20 H 20 G 45 H 25 H 20 G 45 H 25 H 25 G 45 H 20 G 60 G 60 6"ø6"ø6"ø6"ø 6"ø 6"ø 6"ø4"ø 6"ø 8"x6" 12"x6" 20"x8" 20"x6"4"ø4"ø6"ø 6"ø6"ø 4"ø 4"ø 4"ø 6"ø 6"ø 6"ø 6"ø6"ø 16"x6"16"x6" 12"x6" 4"ø 6"ø 6"ø4"ø4"ø 4"ø 4"ø 4"ø 6"ø 6"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 6"x6" 6"ø4"ø 4"ø 6"x6" 4"ø 6"ø 6"ø 6"ø 4"ø 6"ø 4"ø 4"ø 4"ø 4"ø 16"x6"12"x6" 8"x6" 8"x6" UNIT A1 302 UNIT A2 303 UNIT A3 304 UNIT A4 305 UNIT D1 306UNIT D2 307 UNIT D3 308 UNIT B1 309 TELECOM 336 EAST STAIR SOUTH CORRIDOR 340 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 3RD FLOOR EAST ENLARGED PLAN M412 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 3RD FLOOR EAST ENLARGED PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET / 1M411 / 1M412 20 CFM refer to unit 210 sheet M408 refer to unit 211 sheet M408 refer to unit 212 sheet M408 refer to unit 213 sheet M408 refer to unit 212 sheet M408 refer to unit 213 sheet M408 refer to unit 212 sheet M408 refer to unit 213 sheet M408 H 20G 20 H 20 H 20 H 20 G 60 H 20 G 45 H 25 G 45 H 25 H 20 H 20 H 25 G 45 G 45 H 25 H 20 G 45 H 25H 25 G 45 H 25 H 25 H 20 G 25 G 20 H 20 G 20 G 45 H 20 H 20 H 20 G 60 H 20 H 20 H 20 G 20 H 20 6"ø 6"ø 6"ø 6"ø 6"ø 6"ø 6"ø 6"ø 6"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 6"ø6"ø 4"ø 4"ø 6"ø6"ø6"ø6"ø 4"ø 4"ø 4"ø 4"ø 4"ø 6"ø 6"ø 4"ø 4"ø 4"ø 6"ø4"ø 6"ø 8"x6" 12"x6" 8"ø20"x8" 20"x6" 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø4"ø6"ø 6"ø6"ø 4"ø 4"ø 4"ø 4"ø 4"ø6"ø 4"ø 4"ø 4"ø 16"x6"12"x6" 8"x6" 8"x6" UNIT D4 310 UNIT A5 311 UNIT A6 312 UNIT A7 313 UNIT A6 314 UNIT A7 315 UNIT A6 316 UNIT A8 317 TELECOM 336 ELEV 1 SOUTH CORRIDOR 340 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 3RD FLOOR SOUTH ENLARGED PLAN M413 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 3RD FLOOR SOUTH ENLARGED PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 16"x30"16"x30" / 1M413 / 1M411 / 1M411 refer to unit 213 sheet M408 refer to unit 218 sheet M409 refer to unit 219 sheet M409 refer to unit 220 sheet M409 refer to unit 221 sheet M409 refer to unit 202 sheet M407refer to unit 203 sheet M407refer to unit 202 sheet M407refer to unit 223 sheet M409 H 20 I 60 H 20 G 45 H 25 H 20 H 20 G 20 G 20G 40 H 40 H 20 H 25 G 20 G 45 G 45 H 25 H 20 H 20 G 45 G 45 H 25 H 20 H 20 H 20 G 20 H 20 H 25 G 25 H 25 H 20 G 20 G 25 H 25 H 20 G 20 H 20 H 20 H 25 G 20 G 25 G 20 6"ø 6"ø 6"ø 6"ø 6"ø 4"ø 4"ø 6"ø 6"ø 18"x6" 4"ø 6"ø 6"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 6"ø 4"ø 6"ø 6"ø 6"ø 6"ø 6"ø 6"ø 4"ø6"ø 6"ø 6"ø 4"ø 6"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 6"ø 4"ø 4"ø UNIT A8 317 UNIT D5 318 UNIT B2 319 UNIT D7 321 UNIT A13 322 UNIT A14 323 UNIT A13 324 UNIT A14 325 UNIT D6 320 TRASH ROOM 335 ELEVATOR LOBBY 338 ELEC/DATA 337 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 3RD FLOOR WEST ENLARGED PLAN M414 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 3RD FLOOR WEST ENLARGED PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 16"x30" 16"x30" / 1M411 refer to unit 226 sheet M410 refer to unit 227 sheet M410 refer to unit 228 sheet M410 refer to unit 229 sheet M410 refer to unit 230 sheet M410 G 20 G 25 G 20 H 20 H 25 H 20 G 20 G 20 G 20 G 25 G 20 G 35 G 20 G 25 G 20 G 20 G 20 G 25 G 20 G 20 G 45 H 20 H 20 H 20H 20 H 25 H 35 H 20 H 20 H 45 H 25 H 20 H 20 H 20 H 25 H 20 G 50 4"ø 4"ø 4"ø 4"ø 4"ø 6"ø 12"x6" 16"x6" 16"x6" 14"x6" 4"ø 4"ø 4"ø 4"ø 6"ø 4"ø 4"ø 6"ø 4"ø 4"ø 6"ø 4"ø 4"ø6"ø 6"ø 6"ø 6"ø 4"ø 6"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø UNIT B3 326 UNIT D8 327 UNIT D9 328 UNIT D10 329 UNIT D11 330 NORTH STAIR NORTH CORRIDOR 339 MAINTENANCE CLOSET 338 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 3RD FLOOR NORTH ENLARGED PLAN M415 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 3RD FLOOR NORTH ENLARGED PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 16"x30" 16"x30" / 1M420 / 1M418 / 1M419 / 1M419 / 1M418 refer to unit 201 sheet M406 refer to unit 234 sheet M406 refer to unit 233 sheet M406 refer to unit 232 sheet M406 refer to unit 231 sheet M406 refer to unit 226 sheet M410 G 20 G 25 G 20 H 20 H 25 H 20 G 25 G 20 H 25 H 20 H 20 G 45 G 45 H 25 H 20 G 25 H 25H 35 H 20G 20 G 20 G 25 H 20 H 25 G 10 I 60 H 20 G 20 G 25 G 20 H 20 H 25 H 20 H 50 12"x6" 4"ø 6"ø 4"ø 4"ø 4"ø 4"ø 16"x6" 20"x6" 6"ø 20"x8"20"x6" 6"ø 6"ø8"ø 8"x6" 4"ø 4"ø 6"ø 6"ø 4"ø 4"ø 4"ø 8"ø 6"ø 6"x6" 6"ø 6"ø 4"ø 4"ø 4"ø 4"ø 12"x6" 6"x6" 6"x6" 6"ø 6"ø4"ø 6"ø 4"ø 6"ø 6"ø 4"ø 4"ø 4"ø 4"ø 4"ø 6"ø 4"ø 6"ø 6"ø UNIT C1 401 UNIT B3 426 UNIT D12 431 UNIT A11 432 UNIT A12 433 UNIT C2 434 ELEV 1 ELEV 2 CENTRAL STAIR NORTH STAIR TRASH ROOM 435 ELEVATOR LOBBY 438 NORTH CORRIDOR 439 SOUTH CORRIDOR 440 ELEC/DATA 437 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 4TH FLOOR CORE ENLARGED PLAN M416 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 4TH FLOOR CORE ENLARGED PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET / 1M418/ 1M418 / 1M416 refer to unit 202 sheet M407refer to unit 203 sheet M407refer to unit 212 sheet M408 refer to unit 205 sheet M407 refer to unit 206 sheet M407refer to unit 207 sheet M407 refer to unit 208 sheet M407 refer to unit 209 sheet M407 H 20 H 25 G 20 G 35 H 35 G 25 H 20 G 20 G 20 H 20 G 20 G 20 G 40 H 40 H 20 H 20 H 30 G 30 H 25 H 20 H 20H 25 G 25 G 20 G 20 G 45 H 20 H 20 G 45 H 25 H 20 G 45 H 25 H 25 G 45 H 20 G 60 G 60 20"x8"20"x6" 6"ø6"ø6"ø6"ø 12"x6" 16"x6" 4"ø4"ø6"ø 6"ø6"ø 8"x6" 6"ø 6"ø 6"ø 6"ø 16"x6"16"x6"6"ø 4"ø 12"x6" 4"ø4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 6"ø 6"ø 4"ø 4"ø 4"ø4"ø4"ø 6"ø 6"ø 4"ø 6"x6" 4"ø 4"ø 6"x6" 6"ø 6"ø 4"ø 6"ø 6"ø 6"ø 4"ø 6"ø 4"ø 8"x6" 6"ø 6"ø 4"ø UNIT A1 402 UNIT A2 403 UNIT A3 404 UNIT A4 405 UNIT D1 406 UNIT D2 407 UNIT D3 408 UNIT B1 409 TELECOM 436 EAST STAIR SOUTH CORRIDOR 440 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 4TH FLOOR EAST ENLARGED PLAN M417 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 4TH FLOOR EAST ENLARGED PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET / 1M417 / 1 M416 / 1M419 refer to unit 210 sheet M408 refer to unit 211 sheet M408 refer to unit 212 sheet M408 refer to unit 213 sheet M408 refer to unit 212 sheet M408 refer to unit 213 sheet M408 refer to unit 212 sheet M408 refer to unit 213 sheet M408 G 60 H 20 G 45 H 25 G 45 H 25 H 20 H 20 H 25 G 45G 45 H 25 H 20 G 45 H 25H 25 G 45 H 25 H 25 H 20 G 25 G 20 H 20 G 20 G 45 H 20 H 20 H 20 G 60 H 20 H 20 H 20 18"x6" 20"x6" 20"x6" 6"ø 6"ø 6"ø 20"x8"20"x6" 6"ø6"ø6"ø6"ø 12"x6" 16"x6" 4"ø4"ø6"ø 6"ø6"ø 4"ø 4"ø 4"ø 4"ø 4"ø 6"ø8"ø 8"x6" 4"ø 4"ø 6"ø 6"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 8"ø 6"ø 6"x6" 6"ø6"ø 4"ø 4"ø 6"ø 6"ø 6"ø 4"ø 8"x6" 6"ø 6"ø 6"ø UNIT D4 410 UNIT A5 411 UNIT A6 412 UNIT A7 413 UNIT A6 414 UNIT A7 415 UNIT A6 416 UNIT A8 417 SOUTH CORRIDOR 440 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 4TH FLOOR SOUTH ENLARGED PLAN M418 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 4TH FLOOR SOUTH ENLARGED PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 16"x30" 16"x30" / 1M416 / 1M418 refer to unit 218 sheet M409 refer to unit 202 sheet M407refer to unit 203 sheet M407refer to unit 202 sheet M407 FC-1 FC-3 FC-1 FC-2 FC-3 H 20 H 20 G 45 H 25 H 20 H 20 G 45 G 45 H 25 H 20 H 20 H 20 G 20 H 20 H 25 H 25 G 20 G 25 G 20 H 20 G 25 G 20 H 20 H 20 G 20 H 40 G 40 H 25 G 20 18"x6" 20"x6" 20"x6" 6"ø 6"ø 6"ø 6"ø 6"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 6"ø 6"ø 6"ø 6"ø 12"x6" 4"ø 4"ø 4"ø 4"ø 6"ø 6"ø 4"ø 4"ø 6"ø 6"ø 4"ø 4"ø 6"ø 4"ø 4"ø 6"ø6"x6" UNIT D5 418 UNIT D13 420 UNIT B4 422 UNIT A15 423 UNIT A13 424 UNIT A14 425 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 4TH FLOOR WEST ENLARGED PLAN M419 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 4TH FLOOR WEST ENLARGED PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 16"x30" 16"x30" / 1M416 refer to unit 226 sheet M410 refer to unit 227 sheet M410 refer to unit 228 sheet M410 refer to unit 229 sheet M410 refer to unit 230 sheet M410 G 20 G 25 G 20 H 20 H 25 H 20 G 20 G 20 G 20 G 25 G 20 G 35 G 20 G 35 G 20 G 20 G 20 G 25 G 20 G 20 G 45 H 20 H 20 H 20H 20 H 25 H 35 H 20 H 20 H 45 H 35 H 20 H 20 H 25 H 20 G 50 12"x6" 4"ø 6"ø 4"ø 4"ø 4"ø 4"ø 16"x6" 16"x6" 14"x6" 4"ø 4"ø 4"ø 4"ø 4"ø 6"ø 4"ø 6"ø 4"ø 4"ø 6"ø 4"ø 4"ø6"ø 6"ø8"x6"6"ø 6"ø 6"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 12"x6" UNIT B3 426 UNIT D8 427 UNIT D9 428 UNIT D10 429 UNIT D11 430 NORTH STAIR NORTH CORRIDOR 439 MAINTENANCE CLOSET 438 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 4TH FLOOR NORTH ENLARGED PLAN M420 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 4TH FLOOR NORTH ENLARGED PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 16"x30"16"x30" / 1M422 / 1M425 / 1M424 / 1M423 / 1M422 / 1 M424 refer to unit 201 sheet M406 refer to unit 234 sheet M406 refer to unit 233 sheet M406 refer to unit 232 sheet M406 refer to unit 231 sheet M406 G 20 H 20 G 25 G 20 H 25 H 20 H 20 G 45 G 45 H 25 H 20 G 25 H 25H 35 H 20G 20 G 20 G 25 H 20 H 25 G 10 I 60 H 20 H 20 H 20 G 20 H 20 G 50 H 50 H 45 6"ø 4"ø 4"ø 6"ø 12"x6" 6"ø 16"x6" 4"ø 20"x8"20"x6" 16"x6" 8"x6" 4"ø 6"ø 6"ø8"ø 4"ø 4"ø 6"ø 4"ø 4"ø 4"ø 6"ø 6"ø 8"ø 6"ø 6"ø 6"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 6"ø 6"ø 6"ø 6"ø4"ø 6"ø 6"x6" 6"x6" 4"ø4"ø4"ø 12"x6"12"x6" UNIT C1 501 UNIT D12 531 UNIT A11 532 UNIT A12 533 UNIT C2 534 ELEV 1 ELEV 2 CENTRAL STAIR NORTH STAIR TRASH ROOM 535 ELEVATOR LOBBY 538 NORTH CORRIDOR 539 ELEC/DATA 537 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 5TH FLOOR CORE ENLARGED PLAN M421 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 5TH FLOOR CORE ENLARGED PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET / 1M423/ 1M423 / 1M421 refer to unit 202 sheet M407refer to unit 203 sheet M407refer to unit 212 sheet M408 refer to unit 205 sheet M407 refer to unit 206 sheet M407 refer to unit 207 sheet M407 refer to unit 208 sheet M407 refer to unit 209 sheet M407 H 20 H 25 G 20 G 35 H 35 G 25 H 20 G 20 G 20 H 20 G 20 G 20 G 40 H 40 H 20 H 20 H 30 G 30 H 25 H 20 H 20H 25 G 25 G 20 G 20 G 45 H 20 H 20 G 45 H 25 H 20 G 45 H 25 H 25 G 45 H 20 G 60 G 60 20"x8"20"x6" 16"x6" 8"x6"6"ø 6"ø 6"ø 4"ø 4"ø 6"ø 6"ø6"ø 12"x6" 8"x6" 6"ø6"ø6"ø 6"ø 8"x6" 4"ø 6"ø 16"x6"16"x6"6"ø 16"x6" 6"ø 6"ø 6"ø 6"ø 6"ø4"ø 4"ø4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 6"ø 6"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 12"x6" 6"x6" 4"ø 6"x6" 6"ø 6"ø 6"ø 4"ø 4"ø 4"ø 4"ø 4"ø UNIT A1 502 UNIT A2 503 UNIT A3 504 UNIT A4 505 UNIT D1 506 UNIT D2 507 UNIT D3 508 UNIT B1 509 TELECOM 536 EAST STAIR SOUTH CORRIDOR 540 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 5TH FLOOR EAST ENLARGED PLAN M422 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 5TH FLOOR EAST ENLARGED PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 16"x30" / 1M422 / 1 M424 / 1M421 refer to unit 210 sheet M408 refer to unit 211 sheet M408 refer to unit 212 sheet M408 refer to unit 213 sheet M408 refer to unit 212 sheet M408 refer to unit 213 sheet M408 refer to unit 212 sheet M408 refer to unit 213 sheet M408 G 60 H 20 G 45 H 25 G 45 H 25 H 20 H 20 H 25 G 45G 45 H 25 H 20 G 45 H 25H 25 G 45 H 25 H 25 G 25 G 20 H 20 G 20 G 45 H 20 H 20 H 20 G 60 H 20 H 20 H 20 20"x6" 20"x6" 18"x6" 20"x8"20"x6" 16"x6" 8"x6"6"ø 6"ø 6"ø 4"ø 4"ø 6"ø 6"ø6"ø 12"x6" 8"x6" 4"ø 4"ø 4"ø 6"ø8"ø 4"ø 4"ø 6"ø 4"ø4"ø 4"ø 4"ø 4"ø 6"ø6"ø6"ø 4"ø 6"ø 8"x6" 4"ø 6"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 6"ø 6"ø 8"ø 6"ø H 20 UNIT D4 510 UNIT A5 511 UNIT A6 512 UNIT A7 513 UNIT A6 514 UNIT A7 515 UNIT A6 516 UNIT A8 517 TELECOM 536 ELEV 1 SOUTH CORRIDOR 540 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 5TH FLOOR SOUTH ENLARGED PLAN M423 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 5TH FLOOR SOUTH ENLARGED PLAN 35 CFM 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 16"x30" 16"x30" / 1M421 refer to unit 218 sheet M409 refer to unit 420 sheet M419 refer to unit 422 sheet M419 refer to unit 202 sheet M407refer to unit 203 sheet M407refer to unit 202 sheet M407 H 20 H 20 H 20 G 45 H 25 H 20 H 20 G 45 G 45 H 25 H 20 H 20 H 20 G 20 H 20 H 25 H 25 G 20 G 25 G 20 H 25 G 25 G 20 H 20 H 20 G 20 H 40 G 40 G 20 H 25 6"ø 20"x6" 20"x6" 18"x6" 6"ø 6"ø 6"ø 6"ø 4"ø 6"ø 4"ø 4"ø 4"ø 4"ø 6"ø 4"ø 6"ø 12"x6" 4"ø 4"ø 6"ø 6"ø 6"ø 4"ø 4"ø 4"ø 4"ø 4"ø 4"ø 6"ø 6"ø 4"ø UNIT D5 518 UNIT D13 520 UNIT B4 522 UNIT A15 523 UNIT A13 524 UNIT A14 525 ELEVATOR LOBBY 538 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 5TH FLOOR WEST ENLARGED PLAN M424 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 5TH FLOOR WEST ENLARGED PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 16"x30" 16"x30" / 1M421 FC-1 FC-3 FC-3 FC-1 FC-1 G 20 H 20 G 20 H 20 G 20 H 20 H 20 G 20 H 35 G 35 H 20 G 20 G 50 H 50 G 45 6"ø 4"ø 4"ø 6"ø 12"x6" 6"ø 16"x6" 16"x6" 4"ø 4"ø4"ø 4"ø 14"x6" 6"ø 4"ø 4"ø 4"ø 4"ø 12"x6"12"x6" UNIT D14 527 UNIT B5 530 NORTH STAIR NORTH CORRIDOR 539 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 5TH FLOOR NORTH ENLARGED PLAN M425 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 5TH FLOOR NORTH ENLARGED PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 20210315 - 430-444 West State MLK Street - Plumbing Set.pdf WASTE WASTE BELOW FLOOR VENT COLD HOT TEMPERED BALL VALVE GATE VALVE CHECK VALVE PRESSURE REDUCING VALVE VENT THRU ROOF VTR LEGEND 2 LINE PIPE -BORDER INDICATES TYPE RECIRCULATION AIR ADMITTANCE VALVE AAV ABOVE FINISH FLOOR AFF DOUBLE CHECK VALVE RPZ ASSEMBLY OS&Y VALVE ABOVE FINISH GRADE AFG CONCRETE CLEANOUT PVC SWEEP OR 45° PVC TEE CAST IRON RISER HOSE & HOSE BRACKET SERVICE FAUCET MOP HANGER VINYL BUMPER GUARD 2ND FLOOR 12' -0" 2ND FLOOR 406.54' SD-1 1 1/2" V 1 1/2" V 2" W WSHR-1 2" W 3" W 3" W 1. WSHR-1 DRAIN ELEVATION SHALL BE BETWEEN 36" AND 58" AFF. 2. INDIVIDUAL STAND PIPES FOR WSHR-1 SHALL BE MINIMUM OF 2" DIA AND SHALL EXTEND 30" ABOVE TRAP WEIR OF THE STANDPIPE TRAP. 3. EXCLUDING SD-1, FLOORS ABOVE SIMILAR. GENERAL NOTES: 2ND FLOOR 406.54' 3" W 2" W 2" W 3" W 1 1/2" V 2" V 2" W SD-1 WSHR-1 WSHR-1 30" Minimum 1. WSHR-1 DRAIN ELEVATION SHALL BE BETWEEN 36" AND 58" AFF. 2. INDIVIDUAL STAND PIPES FOR WSHR-1 SHALL BE MINIMUM OF 2" DIA AND SHALL EXTEND 30" ABOVE TRAP WEIR OF THE STANDPIPE TRAP. 3. EXCLUDING SD-1, FLOORS ABOVE SIMILAR. GENERAL NOTES: 2ND FLOOR 12' -0" 8-1/2" MINIMUM WALL CAVITY WC-3 L-2 OFFSET INTO 2"X6" WALL ABOVE BEAM PROVIDE 3" STREET BACKOUTLET CLOSET FLANGE ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION As indicated DETAIL, SHEDULES, & LEGEND P001 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT PLUMBING FIXTURE SCHEDULE TypeManufacturerModelDes criptionComments AD-1ZurnZ415B3" Dura-coated cast iron area drain with anchor flange, body collar with weepholes, 8"(203) diameter adjustable top with "Type B" polished nickel bronze light-duty strainer CO-1ZurnZ1400-BZ4" Dura-coated cast iron floor cleanout with 5” round adjustable gasketed nickel bronze top, removable gasketed brass cleanout plug, and no hub outlet. Polished Nickel Bronze Top CO-2ZurnZ1400-BZ4" Epoxy coated cast iron access housing with anchor flanges and extra heavy duty ductile iron cover. EWC-1ElkayLBWDC00BKCIn wall commercial filtered bottle filler, non refrigerated, ADA, Black color FD-1ZurnZ415B3" Dura-coated cast iron area drain with anchor flange, body collar with weepholes, 8"(203) diameter adjustable top with "Type B" polished nickel bronze light-duty strainer Provide Sureseal inline trap seal FD-2ZurnFD1-NH3-SS3" Adjustable floor drain with Cast iron body no hub outlet and clamp collar for use with water proof membrane, Stainless steel round strainer Provide Sureseal inline trap seal FD-3ZurnZ415B4" Dura-coated cast iron area drain with anchor flange, body collar with weepholes, Provide Sureseal inline trap seal HB-1ZurnZ1350-EZModerate climate narrow wall hydrant for flush installation. Provide Zurn 700XL lead free double check valve on supply HB-2ZurnZ1320XLLead-free, anti- siphon, exterior freeze proof wall hydrant for flush installation. Integrated backflow preventer 1/2 turn ceramic disc cartridge L-1IceraL-2420-ADAMuse Grande ADA compliant, under mount sink with overflow, White color L-1.1Delta559-SSMPU-DSTPivotal Single handle deck mount ADA lavatory faucet. EPA WaterSense. Stainless Steel color Provide 0.5 GPM Aerator L-2KohlerK-288220x16 undermount ADA vanity sink. White color L-2.1Delta559LF-BLMPUDeltra Trinsic single handle deck mount ada lavatory faucet. 1.2 GPM EPA WaterSense rated, Matte Black color MV-1Heat-TimerETS-252.5" Digital Mixing Valve Prepiped Assembly, 6 PSI Pressure drop at 178 GPM, Manual reset and programable safety valve, Minimum 0.5 GPM domestic flow. Part number 915800-25 RD-1ZurnZ165One-Piece Combination Roof Drain & Secondary Overflow 3" combination drain RD-2ZurnZ165One-Piece Combination Roof Drain & Secondary Overflow 2" combination drain RD-3ZurnZ165One-Piece Combination Roof Drain & Secondary Overflow 4" combination drain RDN-1ZurnZ199Downspout with Push-On Connection3" connection RDN-2ZurnZ199Downspou t with Push-On Connection2" connection RDN-3ZurnZ199Downspout with Push-On Connection4" connection S-1Blanco442079Quatrus TM R0 Medium Single bowl ADA undermount sink 25x18 5.5 " deep Provide Insinkerator badger 5 garabge disposal S-1.1Delta4159-AR-DSTTrinsic single handle deck mount kitchen faucet w/ 2-function pull out sprayer, Arctic Stainless Steel finish Provide 1.5 GPM adapter S-2Blanco442079Quatrus TM R0 Medium Single bowl ADA undermount sink 25x18 5.5 " deep S-2.1Delta9659-DSTTrinsic single handle kitchen faucet w magnetic docking pull down spray head, Chrome finish Provide 1.5 GPM adapter S-3FiatMSB362436x24x10 Molded stone mop sink Provide 832-AA Hose and Hose Bracket, 889-CC Mop Hanger, E-88-AA Stainless Steel Bumperguard, MSG3624 Stainless Steel Wall Guard S-3.1Fiat830-AA8" Wall mount faucet, solid cast brass body, with cast metal blade handles, wall brace, integral vacuum breaker, integral stops, pail hook, hose end and top brace. S-4ElkayEFRU211510T23.5X18.25 Stainless Steel undermount Sink, One Hole. 10" deep Provide Insinkerator badger 5 garabge disposal S-4.1Delta4159-BL-DSTSingle hole,Matte black ADA kitchen faucet.Provide RP61607 1.5 GPM Hose adapter SD-1Oatey37450Moda fire rated drain boxProvide 37532 solid faceplate insert and 37536 condensate funnel SHW-1Sterling72321100 48x34x3-1/8 Shower base, Color WhiteProvide Shower drain hair trap SHW-1.1ElkayLK943CCenterset 8" wall mounted faucet; 44" flexible hose with 1.6 GPM spray head, chrome finish SHW-2SwanSF03636MD.0103 6x36 Acrylix shower base; Walls by others. White color SHW-2.1DeltaDSS-Trinsic-1401BLMonitor 14 series ADA single function pressure balanced shower system with shower head and hand shower inlcudes rough-in valves 1.75 GPM EPA WaterSense rated. Matte Black color SHW-3SwanSF03248MD.01032x48 Acrylix shower base; Walls by others. White color SHW-3.1DeltaT14259-BLMonitor 14 series ADA pressure balanced single handle bath mixing valve trim. Shower only 1.75 GPM EPA WaterSense rated. Matte Black color Provide R10000 universal rough valve body SP-1ZoellerModel 53Submersible Sump Pump, magnetic float switch, 3/8" solids handling, stainless steel shaft and fasteners. T-1American Standard2390.202 ICH or 2391.202 ICHPrinceton ADA 60x30 Americast Tub with Integral Overflow, Left or Right as Required. Chrome Trim, White color T-1.1DELTAT14459-BLMonitor 14 series pressure balanced single handle bath mixing valve trim. Shower and tub 1.75 GPM EPA WaterSense rated. Matte Black color Provide R10000 universal rough valve body T-1.2DELTADSS-Trinsic-17041BLMonitor 17 series ADA pressure balanced tub and shower system with volume control, shower head, hand shower, and slide bar includes rough-in valves. 1.75 GPM EPA WaterSense rated. Matte Black color WC-1TotoCST794EFADA Elongated Toilet 1.28 GP, EPA WaterSense rated Cotton color WC-2American Standard2989.101Cadet 3 ADA Elongated Toilet 1.28 GPF. EPA WaterSense rated, EverClean surface. White color WC-3American Standard209AA137 or 209AA138Yorkville ADA Elongated Back Outlet Toilet, VorMax 1.28 gpf flush. EPA WaterSense rated. 1000 MaP flush score. EverClean surface. White color Provide 5055A65C Toilet seat WSHR-1Oatey37362Oatey Fire rated washing machine outlet box containing valve box and drain box. BOILER SCHEDULE TypeManufacturerModelGallonsDescriptionHeight, in.Type FuelRecovery GPHTemp. RiseVoltagePhaseWattsNotes WH-1CemlineB40EHB7240 gal40 Gal.72 KW Electric boiler4' - 7 1/2"Electric268110 °F208 V372000 SPECIALTY VALVE SCHEDULE TypeManufacturerModelDescriptionSize AV-1CaleffiNA5026Automatic Air Vent1 1/2" DCVA-1Zurn Wilkins350ASTBGStainless Steel Double Check Valve Assembly3"-3" DCVA-2Zurn Wilkins350ASTBGStainless Steel Double Check Valve Assembly6"-6" RPZ-1Zurn Wilkins375ASTStainless Steel Reduced Pressure Principle Assembly4"-4" VB-1WattsLFN36Vacuum Breaker1 1/2" ZV-1TacoV075C2D2ZA024Q4A 1 Normally closed when de-energized zone valve, lead free for potable use, 24 V Max temp 240 F 3/4"-3/4" ZV-2TacoV075C2D2ZB024Q4A 1 Normally open when de-energized zone valve, lead free for potable use, 24 V Max temp 240 F 3/4"-3/4" P001 AND ENERGY STAR NOTES: 1. THE DOMESTIC HOT WATER PLANT(S), CONTROLS , AND DISTRIBUTIONS SYSTEM SHALL BE MADE AVAILABLE TO ALLOW FOR THOROUGH INSPECTIONAND PERFORMANCE VERIFICATION. 2. THE DOMESTIC HOT WATER SYSTEM SHALL BE TESTED, INCLUDING ALL APPLICABLE FUNCTIONAL PERFORMANCE TEST CHECKLISTS, BY THE INSTALLATION CONTRACTOR TO DEMONSTRATE THE SYSTEM IS INSTALLED AND FUNCTIONING ACCORDING TO THE SPECIFICATION IN THE CONTRACT DOCUMENTS. 3. THE INSTALLATION CONTRACTOR AND/OR SYSTEM MANUFACTURER SHALL CONDUCT AN ON-SITE TRAINING WITH BUILDING MAINTENANCE STAFF TO REVIEW OPERATING PARAMETERS, CONTROLS, AND MAINTENANCE REQUIREMENTS OF THE DOMESTIC HOT WATER SYSTEM(S). 4. DOMESTIC HOT WATER STORAGE TANKS MUST BE INSULATED WITH MINIMUM R-12.5 INSULATION. 5. MEASURED HOT WATER TEMPERATURE AT ALL APARTMENT FIXTURES SHALL NOT EXCEED 125 F. 6. ALL SHOWERHEADS, LAVATORY FAUCETS, AND TOILETS (INCLUDING URINALS) IN APARTMENTS AND COMMON AREAS MUST BE EPA WATERSENSE LABELED AT TIME OF PURCHASE. WATERSENSE LABEL SHOULD BE CONFIRMED THROUGH WATERSENSE PRODUCT DIRECTORY. ALL KITCHEN FAUCETS MUST HAVE A RATED FLOW RATE EQUAL TO OR LESS THAN 2.0 GPM AT 80 PSI OR 1.5 GPM AT 60 PSI. 7. IF INSTALLED ON THE DOMESTIC HOT WATER RECIRCULATION SYSTEM, MIXING VALVES MUST BE SELF-CONTAINED OR ELECTRIC TYPE. MECHANICAL VALVES SHALL NOT BE SPECIFIED. 8. PROVIDE SUBMITTAL FOR ALL PLUMBING FIXTURES TO OWNER'S ENERGY CONSULTANT FOR REVIEW PRIOR TO PURCHASING. HEAT PUMP SCHEDULE TypeManufacturerModelDescription Heating COP ELECTRICAL Comments Capacity Btu/HrVoltagePhaseMCA HPWH-1SandenGS3-45HPA-USHeatpump water heater, C02 refrigerant 15,4005.2208 V113.0 A WATER STORAGE TANK SCHEDULE TypeManufacturerModelGallonsDescriptionHeightWeight, lbsNotes HWT-1SandenECO-505GLNST505Hot water storage tank7' - 8"150 PLUMBING FIXTURE GENERAL NOTES: 1. REFER TO DRAWINGS ID620, ID803,A600, A601, A602, A603, A610 AND A611, ASSOCIATED SHEETS AND DETAILS FOR ADDITIONAL PLUMBING FIXTURE INFORMATION AND EXACT LOCATIONS AND ELEVATIONS. FIXTURE TYPE MARKS WILL VARY BETWEEN PLUMBING, ARCHITECTURAL AND INTERIOR DESIGN DRAWINGS. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET ENERGY CODE COMPLIANCE NOTES: 1. ALL DOMESTIC HOT WATER AND RECIRCULATION PIPING MUST BE INSULATED PER 2020 ENERGY CONSERVATION CODE OF NYS SECTION C4040.4 AND TABLE C403.11.3 THIS INCLUDES ALL PIPING FROM THE HOT WATER HEATER OR RECIRCULATION LOOP TO PLUMBING FIXTURE( (BRANCH PIPING). IF A MANIFOLD SYSTEM IS USED IN THE APARTMENTS, THE HOT WATER PIPING BETWEEN THE MANIFOLD AND FIXTURE MUST BE INSULATED. DOMESTIC HOT WATER OR RECIRCULATION PIPEWITH A NOMINAL PIPE SIZE OF LESS THAN 1.5 INCHES MUST BE INSULATED WITH 1" THICK INSULATION. DOMESTIC HOT WATER OR RECIRCULATION PIPING WITH A NOMINAL PIPE SIZE EQUAL TO 1.5 INCHES OR MORE, MUST BE INSULATED WITH 1.5" THICK INSULATION. 2. PIPE INSULATION TO BE INSPECTED BY OWNER'S ENERGY CONSULTANT BEFORE ACCESS IS COVERED UP. 3. REFER TO SPECIFICATION 220700 FOR ALL PIPING INSULATION. PUMP SCHEDULE TypeManuf.ModelDescriptionFlowHeadRPMHPVoltagePhaseComments P-2BTaco009-SFSInline Circulator4 GPM10 ftH2O32500.13115 V1 P-2ATaco009-SFSInline Circulator4 GPM10 ftH2O32500.13115 V1 P-1Taco2450Inline Circulator15 GPM40 ftH2O34500.50115 V1 EXPANSION TANK SCHEDULE TypeManufacturerModelDescriptionNotes ET-1AmtrolSt-120VC68 gallon tank volume, 250 PSIG max working pressure, 200F max operating temperature 1 1 1 1 1 1 3/4" = 1'-0" 1 CLEANOUT 1/2" = 1'-0" 2 Mop Sink 1/4" = 1'-0" 3 TYPCIAL SINGLE WASHER BOX ASSEMBLY 1/4" = 1'-0" 4 TYPCIAL BACK TO BACK WASHER BOX ASSEMBLY 1 SANITARY RISER NOMENCLATURE RISER # -MAIN RISER RISER #.# -SUB RISER SPLIT ON VERTICAL RISER #(any letter) -SUB RISER SPLIT FROM MAIN RISER OR SUB RISER ON HORIZONTAL STORM RISER NOMENCLATURE RISER ST#-P -PRIMARY STORM RISER RISER ST#-S -SECONDARY STORM RISER RISER ST#/#-(S or P) -COMBINED PRIMARY OR SECONDARY STORM RISERS 1 1/4" = 1'-0" 5 TYPICAL BACK OUTLE TOILET UNITS 211-216 1 4" W -7' - 10 1/2" 10" W 4" W 4" W 6" W 6" W 4" W 6" W 4" W 6" W 10" W 6" W SP-1 SP-1 2" W 2" W 2" W 10" RL 3" W 4" W 4" W 3" W 4" W 2" W2" W 6" W 4" W 3" W 4" W 3" W 3" W 4" W 4" W 4" W 4" W 3" W 6" W 3" W 4" W 4" W 4" W 6" W 4" W 6" W 3" W CO-1CO-1 CO-1 -2' - 5 3/4" 10" RL 6" RL 3" RL 3" RL 4" RL OFFSET ABOVE GRADE BEAM OFFSET UP TO LOCATE PIPING IN CUT OUT ABOVE GRADE BEAM. COORDINATE WITH CIVIL 6" RL 3" RL 6" RL 4" RL 10" RL8" RL 6" RL 4" RL 4" RL 10" RL6" RL 3" RL 3" RL 3" RL 2" RL3" RL 4" RL 3" RL 4" RL 4" RL 4" RL6" RL 4" RL 3" RL 2" RL 3" RL 3" RL 2" RL 2" W 1/2" CW 1/2" CW 2" W RISER 1 RISER 2 RISER 3 RISER 4 RISER 5 RISER 6 RISER 7 RISER 8RISER 9RISER 10 RISER 11 RISER 12 RISER 13 RISER 14 RISER 15 RISER 16 RISER 17 RISER 18 RISER 19 RISER 20 RISER 21 RISER 22 RISER 23 RISER 24 RISER 25 RISER 26 RISER 27 4" W 3" W RISER 38 RISER 34 RISER 37RISER 36 RISER 35 RISER 33 RISER 32 RISER 31 RISER 30 RISER 28 RISER 29 RISER ST23-P -4' - 11 11/16" 6" CW COORDINATE WITH CIVIL COORDINATE WITH CIVIL COORDINATE WITH CIVIL 4" W 4" W 4" W 4" W 4" W 3" W 3" RL CO-1 4" W CO-2 RISER ST1-P RISER ST2-P RISER ST3-P RISER ST4-P RISER ST5-P RISER ST6-P RISER ST7-P AD-1 RISER ST8/9-P 6" RL COORDINATE WITH CIVIL COORDINATE WITH CIVIL COORDINATE WITH CIVIL COORDINATE WITH CIVIL RISER ST10/11-P RISER ST12/13-P 4" W 4" W FD-1 FD-1 3" W 2" V 4" W 2" V 2" V FD-3 S-3 8" RL6" RL 4" RL RISER ST14/15-P RISER ST22-P RISER ST18-P RISER ST21-P RISER ST19/20-P 4" W RISER ST16-P RISER ST17-P OFFSET AROUND ELECTRICAL BUS DUCT 4" W 2" W 4" W RISER 39 RISER 40 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 3/32" = 1'-0" UNDERSLAB DWV P100 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 3/32" = 1'-0" 1 UNDERSLAB DWV PLAN P100 NOTES: 1. ALL ROOF LEADERS WITHIN THE NORTHERN WING OF THE BUILDING SHALL TIE TO NORTH STORM BASINS, REFER TO CIVIL DRAWINGS. ALL OTHER ROOF LEADERS SHALL TIE TO THE STORM CONNECTION AT THE SOUTH-WEST CORNER OF THE BUILDING. REFER TO CIVIL DRAWINGS FOR THIS TIE-IN LOCATION. 2. ALL UNDERSLAB STORM DRAINAGE SHALL SLOPE A 1/16" / 1'. COORDINATE WITH STRUCTURAL DRAWINGS FOR ALL GRADE BEAM, PILE CAP AND FOOTER CROSS OVER. 3. SLEEVE ALL GRADE BEAM, PILE CAP AND FOOTER PENETRATIONS. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET N 1 / 1P404 / 1P403 / 1P405 / 1P402 / 1P401 / 1P401 / 1P402 / 1P401 / 1P404 / 1P403 / 1P403 / 1P401 RISER 38 RISER 34 RISER 37RISER 36 3" RL RISER 35 RISER 33 RISER 32 RISER 31 RISER 30 RISER 28 RESIDENT LOUNGE 107 FITNESS CENTER 108 YOGA STUDIO 109 PET RELIEF AREA 111BICYCLE ROOM 115 EXIT CORRIDOR 114 TRASH ROOM 116 CENTRAL STAIR ELEV 2 ELEV 1 WATER SERVICE ROOM 105 MAIL ROOM 103 PACKAGE ROOM 102 ELEVATOR LOBBY 106 RESTROOM 113 RESTROOM 112 PET SPA 110 LOBBY 101 LEASING OFFICE 104 COMMERCIAL TENANT SPACE 119 UTILITY CORRIDOR 117 TELECOM ROOM 118 ELECTRIC ROOM 122 EXIT CORRIDOR 125 EAST STAIR 123 STORAGE 123B STORAGE 124B NORTH STAIR STORAGE 130 VESTIBULE 100 RISER 29 RISER 1 RISER 2 RISER 3 RISER 4 RISER 5 RISER 6 3" RL 3" RL 4" RL 4" RL 4" W 4" W 4" W 4" W 4" W 4" W 4" W RISER 7 RISER 8 RISER 9RISER 10RISER 11RISER 12 RISER 13 RISER 14RISER 15 RISER 16 RISER 17 RISER 18 RISER 19 RISER 20 RISER 21 RISER 22 RISER 23 RISER 24 RISER 25 RISER 26 RISER 27 PARKING 126 RISER ST23-P RISER ST1-P RISER ST2-P RISER ST3-P RISER ST5-P RISER ST5-S RISER ST6-S RISER ST6-P RISER ST7-P RISER ST8/9-P RISER ST6/8/9-SRISER ST8/9-S RISER ST11-S RISER ST10/11-P RISER ST10/12-S RISER ST13 -S RISER ST10/12/13-S RISER ST12-P RISER ST13 -P RISER ST12/13-P RISER ST14/15-P RISER ST18-SRISER ST21-SRISER ST16/17-S RISER ST22-S RISER ST22-P RISER ST18-P RISER ST21 -P RISER ST19/20-P RISER ST19/20 -S RISER ST4-P 8"RPZ DRAIN ABOVE GRADE RISER ST16-P RISER ST17-P RISER 39 RISER 40 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 3/32" = 1'-0" 1ST FLOOR DWV P101 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 3/32" = 1'-0" 1 FIRST FLOOR DWV PLAN P101 NOTES: 1. ALL SANITARY AND ROOF DRAIN RISERS EXPOSED IN PARKING GARAGE SHALL BE PROVIDED WITH HEAT TRACE TAPE AND INSULATION. COORDINATE WITH ARCHITECT. 2. PROVIDE WALL CLEANOUT 1' AFF FOR EVERY SANITARY AND PRIMARY ROOF DRAIN RISER. COORDINATE WITH OWNER FOR ALL CLEANOUT LOCATIONS. 3. PROVIDE COLUMN MOUNTED STEEL PIPE PROTECTOR, BEACON BPGW SERIES OR SIMILAR FOR ALL EXPOSED SANITARY AND ROOF DRAIN PIPES THAT ARE NOT PROTECTED BY BOLLARD. LOCATE WALL CLEANOUTS 1' ABOVE PROTECTOR OR ACCESSIBLE BY PROTECTOR CLEANOUT ACCESS POINT IF APPLICABLE. 4. ALL EXPOSED SANITARY PIPES IN GARAGE SHALL BE CAST IRON. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 N 1 UNIT C1 201 UNIT A2 203 UNIT A3 204 UNIT A4 205 UNIT D2 207 UNIT D3 208 UNIT B1 209 UNIT D4 210 UNIT A5 211 UNIT A6 212 UNIT A7 213 UNIT A6 214 UNIT A7 215 UNIT A6 216 UNIT A8 217 UNIT D5 218 UNIT D7 221 UNIT D8 227 UNIT D9 228 UNIT D10 229 UNIT D11 230 UNIT D12 231 UNIT A11 232 TELECOM 236 EAST STAIR CENTRAL STAIR NORTH STAIR SOUTH CORRIDOR 240 ELEVATOR LOBBY 237 NORTH CORRIDOR 238 / 1P409 / 1P408 / 1P410 / 1P407 / 1P406 / 1P406 / 1P407 / 1P406 / 1P409 / 1P408 / 1P408 / 1P406 ELEV 2 ELEV 1 UNIT D1 206 UNIT A9 222 UNIT A10 223 UNIT A9 224 UNIT A10 225 UNIT D6 220 UNIT B3 226 ELEC/DATA 237 UNIT C2 234 UNIT A12 233 UNIT A1 202 TRASH ROOM 235 3" RL RISER 1 RISER 2.1 RISER 2.2ARISER 2.2B RISER 3 RISER 3A RISER 3B RISER 3C RISER 4.1 RISER 4.2RISER 4.1A RISER 4.1B RISER 4.1C RISER 4.2A RISER 4.2B RISER 5RISER 5ARISER 5B RISER 6 RISER 7 RISER 7C RISER 7B RISER 7A RISER 8.1B RISER 8.1 A RISER 8.2 RISER 9 RISER 10.1 RISER 10.2 RISER 11.1 RISER 11.2B RISER 11.2A RISER 11.2 RISER 12 RISER 13.1 RISER 13.2 RISER 14BRISER 14A RISER 15A RISER 15B RISER 16A RISER 16B RISER 16C RISER 16D RISER 16E RISER 16F RISER 14C RISER 17 RISER 18A RISER 18B RISER 18 RISER 19B RISER 19A RISER 21A RISER 21B RISER 22RISER 20 RISER 24 RISER 23 RISER 26 RISER 27 RISER 25 RISER 25A RISER 25B REFER TO RISER 10.2 AS SIMILAR RISER 25C REFER TO RISER 11.1 AS SIMILAR RISER 25D RISER 25H RISER 25I RISER 25G REFER TO RISER 11.1 AS SIMILAR RISER 25E REFER TO RISER 10.2 AS SIMILAR RISER 6A RISER 6BRISER 6C RISER 6D RISER 6E RISER 25F REFER TO RISER 25A FOR SIMILAR IDENTICAL TO WESTERN SIDE OF RISER 19 REFER TO RISER 19 AS SIMILAR RISER ST1-P RISER ST2-P RISER ST3-P RISER ST4-S RISER ST4-P RISER ST5-S RISER ST5-P RISER ST6-S RISER ST6-P RISER ST8-S RISER ST8-P RISER ST10-S RISER ST10-P RISER ST11-P RISER ST11-S RD-2 RD-2 RD-2 RISER ST9-P RISER ST9-S RISER ST7-S RISER ST7-P RISER ST12-P RISER ST12-S RISER ST13-S RISER ST13-P RISER ST14-S RISER ST14-P RISER ST15-S RISER ST15-P RISER ST16/17-S RISER ST16-P RISER ST17-P RISER ST18-P RISER ST18-S RISER ST22-S RISER ST22-P RISER ST19/20-S RISER ST19/20-P RISER ST21-P RISER ST21-S RISER ST19-P RISER ST19-S RISER ST14/15-P RISER ST8/9-P FLOORS ABOVE SIMILAR RISER 27.1 RISER 27.2 RISER 27.2A RISER 27.2B RISER 28 RISER 29.2DRISER 29.2C RISER 29.2B RISER 29.2A RISER 29.1 RISER 30.1 RISER 30.2B RISER 30.2A RISER 31.2 RISER 31.1 RISER 32.3 RISER 32.2 RISER 32.1 RISER 33A RISER 33B RISER 34.3 RISER 34.2 RISER 34.1 RISER 35.1 RISER 35.2 RISER 35.3 RISER 35.4 RISER 35.5RISER 40 RISER 39 RISER 39A RISER 39B RISER 39C RISER 37 RISER 36 RISER 38 RISER 31.1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 3/32" = 1'-0" 2ND FLOOR DWV P102 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 3/32" = 1'-0" 1 SECOND FLOOR DWV PLAN P102 NOTES: 1. PROVIDE VENT CONNECTION PER NYS PLUMBING CODE. 2. PROVIDE WSHR-1 FOR EACH APARTMENT IN WASHER CLOSET. 3. SD-1 CAN BE SHARED WITH ADJACENT APARTMENT. 4. REFER TO P001/3 AND P001/4 FOR TYPICAL WSHR-1/SD-1 DWV BASIS OF DESIGN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET N 1 UNIT C1 301 UNIT A1 302 UNIT A2 303 UNIT A3 304 UNIT A4 305 UNIT D1 306UNIT D2 307 UNIT D3 308 UNIT B1 309 UNIT D4 310 UNIT A5 311 UNIT A6 312 UNIT A7 313 UNIT A6 314 UNIT A7 315 UNIT A6 316 UNIT A8 317 UNIT D5 318 UNIT B2 319 UNIT A14 323 UNIT A14 325 UNIT B3 326 UNIT D8 327 UNIT D11 330 UNIT D12 331 UNIT A11 332 UNIT A12 333 UNIT C2 334 TELECOM 336 UNIT D6 320 EAST STAIR CENTRAL STAIR NORTH STAIR TRASH ROOM 335 ELEVATOR LOBBY 338 NORTH CORRIDOR 339 SOUTH CORRIDOR 340 / 1P414 / 1P413 / 1P415 / 1P412 / 1P411 / 1P411 / 1P412 / 1P411 / 1P414 / 1P413 / 1P413 / 1P411SOUTH CORRIDOR 339 ELEV 1 ELEV 2 UNIT A13 324 UNIT A13 322 ELEC/DATA 337 UNIT D9 328 UNIT D10 329 UNIT D7 321 RISER 1 RISER 2.1 RISER 2.2A RISER 2.2B RISER 3A RISER 3B RISER 3C RISER 4.1A RISER 4.1B RISER 4.1C RISER 4.2A RISER 4.2B RISER 5A RISER 5B RISER 6D RISER 6E RISER 6A RISER 6BRISER 6C RISER 7C RISER 7B RISER 7A RISER 8.1B RISER 8.1 A RISER 8.2 RISER 9 RISER 23 RISER 10.1 RISER 10.2RISER 11.2B RISER 11.2A RISER 21A RISER 21B RISER 19B RISER 19A IDENTICAL TO WESTERN SIDE OF RISER 19 REFER TO RISER 19 AS SIMILAR RISER 17 RISER 12 RISER 13.1 RISER 13.2 RISER 14BRISER 14A RISER 15A RISER 15B RISER 16A RISER 16B RISER 16C RISER 16D RISER 16E RISER 16F RISER 14C RISER 18ARISER 18B RISER 22RISER 20 RISER 24 RISER 25ARISER 25D RISER 25B REFER TO RISER 10.2 AS SIMILAR RISER 25C REFER TO RISER 11.1 AS SIMILAR RISER 25D RISER 25H RISER 25I RISER 25G REFER TO RISER 11.1 AS SIMILAR RISER 25E REFER TO RISER 10.2 AS SIMILAR RISER 25F REFER TO RISER 25A FOR SIMILAR RISER ST1-S RISER ST1-P RISER ST2-S RISER ST2-P RISER ST3-S RISER ST3-P RISER ST4-S RISER ST4-P RISER ST5-S RISER ST5-P RISER ST6-S RISER ST6-P RISER ST8-S RISER ST8-P RISER ST10-S RISER ST10-P RISER ST14-S RISER ST14-P RISER ST15-S RISER ST15-P RISER ST18-P RISER ST18-S RISER ST16/17-S RISER ST16-P RISER ST17-P RISER ST22-S RISER ST22-P RISER ST20-P RISER ST20-S RISER ST19-P RISER ST19-S RISER ST21-P RISER 27.1 RISER 27.2A RISER 27.2B RISER 28 RISER 29.2D RISER 29.2C RISER 29.2B RISER 29.2A RISER 29.1 RISER 30.1 RISER 30.2B RISER 30.2A RISER 26 RISER 31.2 RISER 32.2 RISER 32.1 RISER 33A RISER 33B RISER 34.3 RISER 34.2 RISER 34.1 RISER 35.1 RISER 35.2 RISER 35.3 RISER 39B RISER 39C RISER 37 RISER 36 RISER 38 RISER 39A RISER 31.1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 3/32" = 1'-0" 3RD FLOOR DWV P103 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 3/32" = 1'-0" 1 THIRD FLOOR DWV PLAN P103 NOTES: 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1. PROVIDE WSHR-1 FOR EACH APARTMENT IN WASHER CLOSET. REFER TO P001/3 AND P001/4 FOR WSH-1 DWV BASIS OF DESIGN 2. UNLESS OTHERWISE NOTED REFER SECOND FLOOR FOR SIMILAR DWV DESIGN N 1 UNIT C1 401 UNIT A1 402 UNIT A2 403 UNIT A3 404 UNIT A4 405 UNIT D1 406 UNIT D2 407 UNIT D3 408 UNIT B1 409 UNIT D4 410 UNIT A5 411 UNIT A6 412 UNIT A7 413 UNIT A6 414 UNIT A7 415 UNIT A6 416 UNIT A8 417 UNIT D5 418 UNIT D13 420 UNIT B4 422 UNIT A15 423 UNIT A13 424 UNIT A14 425 UNIT B3 426 UNIT D8 427 UNIT D9 428UNIT D10 429 UNIT D11 430 UNIT D12 431 UNIT A11 432 UNIT A12 433 UNIT C2 434 TELECOM 436 EAST STAIR CENTRAL STAIR NORTH STAIR TRASH ROOM 435 ELEVATOR LOBBY 438 NORTH CORRIDOR 439 / 1P419 / 1P418 / 1P420 / 1P417 / 1P416 / 1P416 / 1P417 / 1P416 / 1P419 / 1P418 / 1P418 / 1P416 HB-2 SOUTH CORRIDOR 440 ELEV 2 ELEV 1 ELEC/DATA 437 RISER 1 RISER 2.1 RISER 2.2A RISER 2.2B RISER 3A RISER 3B RISER 3C RISER 4.1A RISER 4.1B RISER 4.1C RISER 4.2A RISER 4.2B RISER 5A RISER 5B RISER 6D RISER 6E RISER 6A RISER 6BRISER 6C RISER 7C RISER 7B RISER 7A RISER 8.1B RISER 8.1 A RISER 8.2 RISER 9 RISER 23 RISER 10.1 RISER 10.2RISER 11.2B RISER 11.2A RISER 21A RISER 21B RISER 19B RISER 19A IDENTICAL TO WESTERN SIDE OF RISER 19 REFER TO RISER 19 AS SIMILAR RISER 17 RISER 12 RISER 13.1 RISER 13.2 RISER 14BRISER 14A RISER 15A RISER 15B RISER 16A RISER 16B RISER 16C RISER 16D RISER 16E RISER 16F RISER 14C RISER 18ARISER 18B RISER 22RISER 20 RISER 24 RISER 25A RISER 25B REFER TO RISER 10.2 AS SIMILAR RISER 25C REFER TO RISER 11.1 AS SIMILAR RISER 25D RISER 25H RISER 25I RISER 25G REFER TO RISER 11.1 AS SIMILAR RISER 25E REFER TO RISER 10.2 AS SIMILAR RISER 25F REFER TO RISER 25A FOR SIMILAR RISER ST2-S RISER ST2-P RISER ST3-S RISER ST3-P RISER ST1-S RISER ST1-P RISER ST4-S RISER ST4-P RISER ST5-S RISER ST5-P RISER ST6-S RISER ST6-P RISER ST8-S RISER ST8-P RISER ST10-S RISER ST10-P RISER ST8 -S RISER ST8-P RISER ST10-S RISER ST10-P RISER ST14-S RISER ST14-P RISER ST15-S RISER ST15-P RISER ST16/17-S RISER ST16-P RISER ST17-P RISER ST18-P RISER ST18-S RISER ST22-S RISER ST22-P RISER ST20-P RISER ST20-S RD-2 RD-2 RISER ST21-P RISER ST21-S RISER ST19-P RISER ST19-S RD-2 RISER 27.1 RISER 27.2A RISER 27.2B RISER 28 RISER 29.2D RISER 29.2C RISER 29.2A RISER 29.1 RISER 30.1 RISER 30.2B RISER 30.2A RISER 26 RISER 30.2AA RISER 30.2AB RISER 30.2AC RISER 33B RISER 35.2 RISER 35.3 RISER 39B RISER 39C RISER 39A ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 3/32" = 1'-0" 4TH FLOOR DWV P104 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 3/32" = 1'-0" 1 FOURTH FLOOR DWV PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET P104 NOTES: 1. PROVIDE WSHR-1 FOR EACH APARTMENT IN WASHER CLOSET. REFER TO P001/3 AND P001/4 FOR WSH-1 DWV BASIS OF DESIGN 2. UNLESS OTHERWISE NOTED REFER SECOND FLOOR FOR SIMILAR DWV DESIGN N 1 / 1P424 / 1P423 / 1P425 / 1P422 / 1P421 / 1P421 / 1P422 / 1P421 / 1P424 / 1P423 / 1P423 / 1P421 ? ? ELEVATOR LOBBY 537 NORTH CORRIDOR 538 SOUTH CORRIDOR 539 ELEV 1 ELEV 2 ELEC/DATA 537 UNIT D14 527 UNIT B5 530 UNIT D12 531 UNIT A11 532 UNIT A12 533 UNIT C2 534 TRASH ROOM 535 UNIT C1 501 CENTRAL STAIR UNIT A3 504 UNIT A2 503 UNIT A1 502 UNIT D1 506 EAST STAIR UNIT A4 505 UNIT B1 509 UNIT D3 508 UNIT D2 507 UNIT D4 510 UNIT A5 511 UNIT A6 512 UNIT A7 513 UNIT A6 514 UNIT A7 515 UNIT A6 516 UNIT A8 517 UNIT D5 518 UNIT D13 520 UNIT B4 522 UNIT A15 523 UNIT A13 524 UNIT A14 525 TELECOM 536 NORTH STAIR RISER ST1-S RISER ST1-P RISER ST2-S RISER ST2-P RISER ST3-S RISER ST3-P RISER ST4-S RISER ST4-P RISER ST5-S RISER ST5-P RISER 3B RISER 4.1A RISER 4.1B RISER 4.1C RISER 4.2A RISER 5A RISER 5B RISER 6D RISER 6E RISER 6A RISER 6BRISER 6C RISER 7C RISER 7B RISER 7A RISER 8.1B RISER 8.1 A RISER 8.2 RISER 9 RISER 23 RISER 10.1 RISER 10.2RISER 11.2B RISER 11.2A RISER 21A RISER 21B RISER 19A IDENTICAL TO WESTERN SIDE OF RISER 19 REFER TO RISER 19 AS SIMILAR RISER 17 RISER 12 RISER 13.1 RISER 13.2 RISER 14BRISER 14A RISER 15A RISER 15B RISER 16A RISER 16B RISER 16C RISER 16D RISER 16E RISER 16F RISER 14C RISER 18ARISER 18B RISER 22RISER 20 RISER 24 RISER 25A RISER 25B REFER TO RISER 10.2 AS SIMILAR RISER 25C REFER TO RISER 11.1 AS SIMILAR RISER 25D RISER 25I RISER 25G REFER TO RISER 11.1 AS SIMILAR RISER 25E REFER TO RISER 10.2 AS SIMILAR RISER 25F REFER TO RISER 25A FOR SIMILAR RISER ST6-S RISER ST6-P RISER ST8-S RISER ST8-P RISER ST10-S RISER ST10-P RISER ST14-S RISER ST14-P RISER ST15-S RISER ST15-P RISER ST16/17-S RISER ST16-P RISER ST17-P RD-1 RD-1 RISER ST18-P RISER ST18-S RISER ST22-S RISER ST22-P RISER 27.1 RISER 27.2A RISER 27.2B RISER 29.2D RISER 29.2C RISER 29.2A RISER 29.1 RISER 30.1 RISER 30.2B RISER 26 RISER 30.2AA RISER 30.2AB RISER 30.2AC RISER 33B RISER 35.2 RISER 35.3 RISER 39B RISER 39C RISER 39A ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 3/32" = 1'-0" 5TH FLOOR DWV P105 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 3/32" = 1'-0" 1 FIFTH FLOOR DWV PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET P105 NOTES: 1. PROVIDE SANITARY TO ALL FIXTURES PER NYS PLUMBING CODE TO SANITARY RISERS BELOW, REFER TO P101 FOR RISER LOCATIONS. REFER TO P502 FOR SIMILAR RISERS. 2. PROVIDE VENT CONNECTION PER NYS PLUMBING CODE. 3" MINIMUM VENT THROUGH ROOF. 3. PROVIDE WSHR-1 FOR EACH APARTMENT IN WASHER CLOSET. N 1 HWT-1 HWT-1 HWT-1 WH-1 ET-1 RD-3 RD-3 RD-1 RD-1 RD-1 RD-3 RD-3 RD-3 RD-3RD-3 RD-1 3" RL 3" RL 3" RL 3" RL 3" RL 3" RL DHW R101 FD-1 FD-1 FD-1 4" RL 4" RL 4" RL 4" RL 3" RL 3" RL 4" RL 4" RL 4" RL 4" RL 4" RL4" RL 4" RL 4" RL 4" RL4" RL 3" RL 3" RL CENTRAL STAIR RISER 23 3" W3" W 3" W RISER ST18-S RISER ST18-P RD-1 RISER ST4-S RISER ST4-P RISER ST5-S RISER ST5-P RISER ST14-S RISER ST14-P RISER ST15-S RISER ST15-P RISER ST8-S RISER ST8-P RISER ST10-S RISER ST10-P RISER ST6-S RISER ST6-P RISER ST3-S RISER ST3-P RISER ST16/17-S RISER ST17-P RISER ST16-S RISER ST17-S RISER ST16-P RISER ST22-S RISER ST22-P 3"VTR 1 1/2" V 2" V 3"VTR 1 1/2" V 3"VTR 3"VTR 3" V 3"VTR 2" V1 1/2" V 2" V 3"VTR 3"VTR 2" V 1 1/2" V 3"VTR 1 1/2" V 3"VTR 1 1/2" V 3"VTR 2" V 3"VTR 3"VTR 1 1/2" V 3"VTR 3"VTR 3" V 2" V 3" V 2" V 4"VTR 3"VTR 3" V 2" V 3"VTR 1 1/2" V 3"VTR3"VTR 3"VTR 2" V 2" V 3"VTR 3"VTR 3"VTR 2" V 3"VTR 3"VTR 1 1/2" V 3"VTR 3"VTR 3"VTR 3"VTR 3"VTR 3"VTR 1 1/2" V 3" V 3"VTR 3"VTR 3"VTR 3"VTR 3"VTR 3" V 3" V 3"VTR 1 1/2" V 2" V 1 1/2" V 2" V 2" V 2" V 3"VTR 3"VTR 2" V 3" V 3" V 3" V 3" V 3"VTR 1 1/2" V 3"VTR 3"VTR2" V MV-1 ERV-3 ERV-2 ERV-4 EF-1 EF-2 ERV-1 HB-2 3"VTR 3"VTR 3"VTR 3"VTR 2" V 2" V 1 1/2" V 3"VTR 3"VTR 3"VTR 3"VTR 3" V 3" V 2" V 2" V 3"VTR 3"VTR2" V 3"VTR 1 1/2" V 3"VTR 2" V 3"VTR 1 1/2" V 3"VTR 2" V 3"VTR 3"VTR 3"VTR 3" V 2" V ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 3/32" = 1'-0" ROOF PLAN P106 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 3/32" = 1'-0" 1 ROOF PLUMBING PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET N P106 NOTES: 1. ALL VENT THROUGH ROOF SHALL BE 3" MINIMUM. 2. ALL HORIZONTAL VENTING SHOWN IS RUN WITHIN THE 5TH FLOOR CEILING CAVITY. 1 COORDINATE WITH CIVIL ALTERNATE -GAS SERVICE AND ASSOCIATED GAS PIPING TO SPRINKLER SERVICE 3" GAS COORDINATE WITH CIVIL 1 1/2" CW HB-2 WC-1WC-1 L-1L-1 SHW-1 SHW-1.1 S-2 S-1 EWC-14" CW UP 1 1/2" CW TO COMMERCIAL SPACES, CAP AND VALVE FOR FUTURE USE. 3/4" TW 1 1/2" TW 1 1/2" TW 1" TW 1 1/4" TW 1" TW 1/2" TW UP UP UPUP UP UP COMMERCIAL TENANT SPACE 119 UTILITY CORRIDOR 117 TELECOM ROOM 118 EAST STAIR 123STORAGE 123B EXIT CORRIDOR 125 STORAGE 130 ELECTRIC ROOM 122 NORTH STAIR STORAGE 124B FITNESS CENTER 108 RESIDENT LOUNGE 107 PACKAGE ROOM 102 MAIL ROOM 103 LOBBY 101LEASING OFFICE 104 WATER SERVICE ROOM 105 CENTRAL STAIR ELEV 2 ELEV 1 TRASH ROOM 116 EXIT CORRIDOR 114 BICYCLE ROOM 115 PET RELIEF AREA 111 YOGA STUDIO 109 PET SPA 110 HB-2 WALL HYDRANT AND SUPPLY PIPING SHALL HIDDEN BELOW BENCH, COORDINATE WITH ARCHITECT. RESTROOM 112 RESTROOM 113 1/2" PEX UNDER SLAB TO HB-2 TO COFFEE MAKER PROVIDE THREADED HOSE BIB CONNECTION WITH KEYED VALVE. 6' AFF 1 1/2" TW 1/2" CW 1/2" TW 1/2" CW 1" CW 1/2" CW 1/2" TW 1" TW 3/4" CW 1" TW 1" TW 1/2" CW 1/2" CW 1/2" CW 1/2" CW 1/2" CW 1/2" TW 1/2" CW 6" CW VESTIBULE 100 DCVA-1 RPZ-1 DCVA-2 1/2" TW 3 P507 3" GAS PROVIDE ACCESS PANEL FOR BALL VALVES, COORDINATE LOCATION WITH OWNER. COLD WATER CONNECTION FOR FIREPLACE PROVIDE SHUT OFFS ACCESSIBLE WITH CABINET PEX UNDERSLAB PEX UNDERSLAB S-3 CAP AND VALVE FOR FUTURE CONNECTION 1 CENTER ON PIER, ALIGN WITH FDC. PROVIDE RODENT SCREEN AND BACKWATER FLAPPER. 1/8" / 1'-0" 8"RPZ DRAIN 0' - 11 9/16" PARKING 126 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 3/32" = 1'-0" 1ST FLOOR DOMESTIC PIPING & GAS P201 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 3/32" = 1'-0" 1 FIRST FLOOR DOMESTIC WATER PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET N HB-2 HB-2 HB-2 2" TW 1 1/2" TW 1 1/2" CW 2" TW 1 1/4" TW 1 1/4" CW 1 1/2" CW 1 1/2" TW 1" TW 1" CW 1" TW 3/4" TW1 1/2" TW 1 1/2" CW 1 1/2" CW 1" TW 1 1/4" TW 1 1/4" CW 3/4" TW 2 1/2" CW 2 1/2" TW 2 1/2" TW 2 1/2" CW 2 1/2" CW 2 1/2" TW 1 1/2" TW 1 1/2" CW 1 1/4" CW 1 1/4" TW 2 1/2" CW2" CW 2" TW 2 1/2" TW 1 1/2" CW 1 1/2" TW 2" TW 2" CW 1 1/4" TW 1 1/4" CW 1 1/2" CW 1 1/2" TW L-2 WC-2 WSHR-1 S-4 1" CW 1" TW TYPICAL 1 BATHROOM DOMESTIC LAYOUT 1 1/4" CW 1" CW 1" TW 1" CW 1" TW 1" CW 1" TW 1" TW 1" CW SHW-1SHW-1 L-2 L-2 L-2 WC-2 WC-2 WC-2L-2 T-1 L-2 WC-2 S-4 S-4 T-1 WC-2 L-2 T-1 WC-2 L-2 S-4 S-4 T-1 L-2WC-2L-2 WC-2 SHW-2 SHW-2 WC-2L-2 T-1 L-2 WC-2 T-1S-4 S-4 WC-2 L-2 T-1 T-1L-2 WC-2 S-4 SHW-2 L-2WC-2 T-1 WC-2L-2 L-2 WC-2 T-1 S-4 S-4 S-4 L-2WC-2 T-1 T-1 L-2WC-2 S-4 WC-2L-2 T-1 WSHR-1 L-2WC-2 T-1 WC-2 L-2 SHW-3 S-4 T-1 WC-2 L-2 SHW-2 L-2WC-2 WC-2L-2SHW-2 S-4 S-4 S-4 L-2WC-2 T-1 WC-2 L-2 L-2 SHW-2 WC-2 T-1 L-2 S-4S-4S-4 L-2WC-3WC-3L-2 T-1 T-1T-1T-1 L-2WC-3 L-2 WC-3 S-4S-4S-4S-4 T-1T-1 L-2WC-3 WC-3L-2 S-4 WC-2L-2 T-1 T-1 WC-2 L-2 T-1 WC-2 WC-2 T-1 L-2WC-2 T-1 S-4 S-4S-4 S-4S-4 S-4 T-1 L-2 WC-2 L-2 L-2 S-4 S-4 T-1 L-2 WC-2 T-1 WC-2 L-2 SHW-2 WC-2L-2 S-4 T-1 WC-2 L-2 L-2L-2WC-2 T-1 T-1 WC-2 L-2 L-2 WC-2 T-1 S-4 UNIT D9 228 UNIT D10 229 UNIT D8 227UNIT D11 230 UNIT B3 226 UNIT D12 231 NORTH STAIR NORTH CORRIDOR 239 UNIT A11 232 UNIT A12 233 ELEC/DATA 237 UNIT C2 234 TRASH ROOM 235 UNIT C1 201 CENTRAL STAIR ELEV 2 ELEV 1 ELEVATOR LOBBY 238 UNIT A10 225 UNIT A9 224 UNIT A10 223 UNIT A9 222 SOUTH CORRIDOR 240 UNIT D7 221 UNIT D6 220 UNIT B2 219 UNIT D5 218 UNIT A8 217 UNIT A6 216 UNIT A7 215 UNIT A6 214UNIT A7 213 UNIT A6 212 UNIT A5 211UNIT D4 210 TELECOM 236 UNIT A1 202 UNIT A2 203 UNIT A3 204 UNIT A4 205 UNIT B1 209 UNIT D3 208 EAST STAIR UNIT D1 206 UNIT D2 207 TYPICAL 1 BATHROOM DOMESTIC CW AND TW RISER 1 1/4" CW 1" TW 1 1/4" CW 1 1/4" CW 1 1/4" CW 1/2" CW ACCESS PANEL LOW, HALLWAY FACING ACCESS PANEL LOW, HALLWAY FACING CW & TW RISER CW & TW RISER ACCESS PANEL CLOSET FACING ACCESS PANEL CLOSET FACING CW & TW RISER CW & TW RISER ACCESS PANEL CLOSET FACING CW & TW RISER ACCESS PANEL LOW, HALLWAY FACING CW & TW RISER ACCESS PANEL CLOSET FACING CW & TW RISER ACCESS PANEL LOW, HALLWAY FACING CW & TW RISER CW & TW RISER CW & TW RISER ACCESS PANEL BEDROOM FACING CW & TW RISER ACCESS PANEL LOW, HALLWAY FACING CW & TW RISER CONNECT HB-2 SUPPLY TO RISER INDEPENDENT OF DOMESTIC MANIFOLD. PROVIDE BALL VALVE WITH ACCESS PANEL. HB-2 FLOW SHALL NOT PASS THROUGH DOMESTIC SUB METER. 1/2" CW ACCESS PANEL LOW, HALLWAY FACING CW & TW RISER ACCESS PANEL LOW, HALLWAY FACING CW & TW RISER 1/2" CW CONNECT HB-2 SUPPLY TO RISER INDEPENDENT OF DOMESTIC MANIFOLD. PROVIDE BALL VALVE WITH ACCESS PANEL. HB-2 FLOW SHALL NOT PASS THROUGH DOMESTIC SUB METER. ACCESS PANEL LOW, HALLWAY FACING TYPICAL 2 BATHROOM CW & TW RISER CW & TW RISER ACCESS PANEL LOW, HALLWAY FACING CW & TW RISER ACCESS PANEL LOW, HALLWAY FACING CW & TW RISER 1 1/2" TW ACCESS PANEL LOW, HALLWAY FACING 1 1/2" CW DN 1" TW 1" TW CW & TW RISER ACCESS PANEL CLOSET FACING ACCESS PANEL CLOSET FACING CW & TW RISER 3/4" CW ACCESS PANEL LOW, HALLWAY FACING CW & TW RISER 1" TW ACCESS PANEL LOW, HALLWAY FACING ACCESS PANEL LOW, HALLWAY FACING CW & TW RISERCW & TW RISER ACCESS PANEL BATHROOM FACING, BEHIND DOOR SWING CW & TW RISER ACCESS PANEL BATHROOM FACING, BEHIND DOOR SWING ACCESS PANEL BATHROOM FACING, BEHIND DOOR SWING CW & TW RISER CW & TW RISER ACCESS PANEL BATHROOM FACING, BEHIND DOOR SWING SECOND FLOOR ONLY. TW AND CW SUPPLY SHALL BE PROVIDED UNDER FOOT OF VANITY ABOVE FLOOR TOP COAT FOR SECOND FLOOR ONLY. TW AND CW SUPPLIES TO SINK S-4 BELOW PLANK WITHIN PARKING GARAGE CEILING CAVITY. PROVIDE 3-5 W/FT SELF REGULATING HEAT-TRACE TAPE AND 3" INSULATION WITHIN PARKING GARAGE CEILING CAVITY. COORDINATE WITH ELECTRICAL CONTRACTOR. 1/4" CW REFRIGERATOR SUPPLY SHALL BE TEE'D OFF KITCHEN SUPPLY AT MANIFOLD. FOR SECOND FLOOR ONLY. TW AND CW SUPPLIES TO SINK S-4 BELOW PLANK WITHIN PARKING GARAGE CEILING CAVITY. PROVIDE 3-5 W/FT SELF REGULATING HEAT-TRACE TAPE AND 3" INSULATION WITHIN PARKING GARAGE CEILING CAVITY. COORDINATE WITH ELECTRICAL CONTRACTOR. 1/4" CW REFRIGERATOR SUPPLY SHALL BE TEE'D OFF KITCHEN SUPPLY AT MANIFOLD. CONNECT HB-2 SUPPLY TO RISER INDEPENDENT OF DOMESTIC MANIFOLD. PROVIDE BALL VALVE WITH ACCESS PANEL. HB-2 FLOW SHALL NOT PASS THROUGH DOMESTIC SUB METER. ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 3/32" = 1'-0" 2ND FLOOR DOMESTIC PIPING P202 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 3/32" = 1'-0" 1 SECOND FLOOR DOMESTIC WATER PLAN P202 NOTES: 1. REFER TO P505 FOR ISOMETRICS, TYPICAL APARTMENT LAYOUTS AND RISERS. 2. ALL ACCESS PANEL LOCATIONS APPROXIMATE. COORDINATE WITH ARCHITECTURAL DRAWINGS FOR EXACT LOCATION AND ELEVATION. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET N 1 UNIT C1 301 UNIT A1 302 UNIT A3 304 UNIT A4 305 UNIT D1 306UNIT D2 307 UNIT D3 308 UNIT B1 309 UNIT D4 310 UNIT A5 311 UNIT A6 312 UNIT A7 313 UNIT A6 314 UNIT A7 315 UNIT A6 316 UNIT A8 317 UNIT B2 319 UNIT A14 325 UNIT B3 326 UNIT D8 327 UNIT D9 328 UNIT D10 329 UNIT D11 330 UNIT D12 331 UNIT A11 332 UNIT A12 333 UNIT C2 334 TELECOM 336 UNIT D6 320 EAST STAIR NORTH STAIR TRASH ROOM 335 SOUTH CORRIDOR 340 ELEVATOR LOBBY 337 NORTH CORRIDOR 338 ELEV 2 ELEV 1 CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISERCW & TW RISER 3" CW 3" TW CW & TW RISERCW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER 1/2" RW L-2 L-2 S-4 T-1 L-2 L-2 SHW-2 S-4 L-2SHW-2 S-4 T-1T-1T-1 T-1 L-2L-2L-2 WSHR-1 S-4 T-1 L-2 L-2 SHW-3 L-2 S-4S-4 L-2 L-2 T-1 L-2L-2 L-2 SHW-1 L-2 T-1 L-2 T-1 SHW-2 SHW-2 L-2 L-2 T-1 T-1 L-2 L-2 SHW-2 L-2 T-1 L-2 T-1 T-1 S-4 T-1 L-2 L-2 L-2 SHW-2 S-4 T-1 L-2 T-1 L-2 T-1 L-2 T-1 L-2 T-1 L-2 T-1 L-2 T-1 L-2 S-4S-4S-4S-4S-4S-4S-4 T-1 L-2 L-2 T-1 S-4 T-1 L-2 T-1 L-2 T-1 L-2 T-1 L-2 T-1 L-2 S-4S-4 S-4 S-4 S-4 S-4 S-4 SHW-2 L-2 S-4 S-4 S-4 S-4 S-4 S-4 S-4 S-4 S-4 S-4 FD-1 SHW-1 T-1 L-2 L-2 L-2 L-2 L-2 L-2 L-2T-1T-1 T-1T-1 T-1 T-1 WC-2 WC-2 WC-2 WC-2 WC-2 WC-2 WC-2 WC-2 WC-2 WC-2 WC-2 WC-2 WC-2 WC-2 WC-2WC-2 WC-2 WC-2 WC-2 WC-2 WC-2 WC-2 WC-2 WC-2WC-2 WC-2WC-2 WC-2 WC-2WC-2WC-2WC-2 WC-2 WC-2WC-2WC-2 WC-2 WC-2 WC-2 WC-2 WC-2 WC-2 WC-2 ELEC/DATA 337 UNIT A13 324 UNIT A14 323 UNIT A13 322 UNIT D7 321 UNIT D5 318 CENTRAL STAIR UNIT A2 303 1/2" RW UP CW & TW RISER 1" TW 1" CW CW & TW RISER 1" TW 1" CW ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 3/32" = 1'-0" 3RD FLOOR DOMESTIC PIPING P203 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 3/32" = 1'-0" 1 THIRD FLOOR DOMESTIC WATER PLAN P203 NOTES: 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1. REFER TO P505 FOR ISOMETRICS, TYPICAL APARTMENT LAYOUTS AND RISERS. 2. UNLESS OTHERWISE NOTED REFER TO P202 FOR ACCESS PANEL LOCATIONS. 3. ALL ACCESS PANEL LOCATIONS APPROXIMATE. COORDINATE WITH ARCHITECTURAL DRAWINGS FOR EXACT LOCATION AND ELEVATION. N 1 UNIT C1 401 UNIT A2 403 UNIT A3 404 UNIT A4 405 UNIT D1 406 UNIT D3 408 UNIT B1 409 UNIT D4 410 UNIT A5 411 UNIT A6 412 UNIT A7 413 UNIT A6 416 UNIT A8 417 UNIT D5 418 UNIT D13 420 UNIT A13 424 UNIT A14 425 UNIT B3 426 UNIT D8 427 UNIT D9 428UNIT D10 429 UNIT D11 430 UNIT D12 431 UNIT A11 432 UNIT A12 433 UNIT C2 434 TELECOM 436 EAST STAIR CENTRAL STAIR NORTH STAIR TRASH ROOM 435 ELEVATOR LOBBY 438 NORTH CORRIDOR 439 SOUTH CORRIDOR 440 3" CW 3" TW CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER 1/2" RW L-2 L-2 HB-2 WSHR-1 WSHR-1 L-2 L-2 T-1 L-2L-2 L-2 SHW-1 L-2 T-1 L-2 T-1 SHW-2 SHW-2 L-2 L-2 T-1 T-1 L-2 L-2 SHW-2 L-2 T-1 L-2 T-1 T-1 T-1T-1 T-1 L-2L-2L-2 S-4S-4S-4 T-1 L-2 T-1 L-2 T-1 L-2 T-1 L-2 S-4 S-4 T-1 L-2 L-2 L-2 SHW-2 S-4 T-1 L-2 T-1 L-2 T-1 L-2 T-1 L-2 T-1 L-2 T-1 L-2 T-1 L-2 S-4S-4S-4S-4S-4S-4S-4 T-1 L-2 L-2 T-1 S-4 T-1 L-2 T-1 L-2 T-1 L-2 T-1 L-2 T-1 L-2 S-4S-4 S-4 S-4 S-4 S-4 S-4 SHW-2 L-2 S-4 S-4 S-4 S-4 S-4 S-4 S-4 S-4 S-4 S-4 RD-2 RD-2 RD-2FD-1 SHW-1 T-1 L-2 L-2 L-2 L-2 L-2 L-2 L-2T-1T-1 T-1T-1 T-1 T-1 WC-2 WC-2 WC-2 WC-2 WC-2 WC-2 WC-2 WC-2 WC-2 WC-2 WC-2 WC-2 WC-2 WC-2 WC-2 WC-2WC-2 WC-2WC-2 WC-2 WC-2 WC-2 WC-2 WC-2WC-2WC-2WC-2WC-2WC-2 WC-2 WC-2 WC-2 WC-2WC-2 WC-2 WC-2 WC-2 WC-2 WC-2 WC-2 WC-2 3/4" RW ELEC/DATA 437 UNIT B4 422 UNIT D2 407 UNIT A7 415 UNIT A6 414 UNIT A15 423 UNIT A1 402 TYPICAL DOMESTIC RISER CW & TW RISER 1/2" RW 1/2" RW UP 3/4" CW 3/4" TW UP UP 3/4" CW 3/4" TW UP UP 1/2" CW CW & TW RISER ACCESS PANEL LOW, HALLWAY FACING ACCESS PANEL CLOSET FACING CONNECT HB-2 SUPPLY TO RISER INDEPENDENT OF DOMESTIC MANIFOLD. PROVIDE BALL VALVE WITH ACCESS PANEL. HB-2 FLOW SHALL NOT PASS THROUGH DOMESTIC SUB METER. ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 3/32" = 1'-0" 4TH FLOOR DOMESTIC PIPING P204 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 3/32" = 1'-0" 1 FOURTH FLOOR DOMESTIC WATER PLAN P204 NOTES: 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET N 1. REFER TO P505 FOR ISOMETRICS, TYPICAL APARTMENT LAYOUTS AND RISERS. 2. UNLESS OTHERWISE NOTED REFER TO P202 FOR ACCESS PANEL LOCATIONS. 3. ALL ACCESS PANEL LOCATIONS APPROXIMATE. COORDINATE WITH ARCHITECTURAL DRAWINGS FOR EXACT LOCATION AND ELEVATION. 1 UNIT C1 501 UNIT A1 502 UNIT A2 503 UNIT A3 504 UNIT A4 505 UNIT D1 506 UNIT D2 507 UNIT D3 508 UNIT B1 509 UNIT D4 510 UNIT A5 511 UNIT A6 512 UNIT A7 513 UNIT A6 514 UNIT A7 515 UNIT A6 516 UNIT A8 517 UNIT D5 518 UNIT D13 520 UNIT B4 522 UNIT A15 523 UNIT A13 524 UNIT D12 531 UNIT A11 532 UNIT A12 533 UNIT C2 534 EAST STAIR CENTRAL STAIR NORTH STAIR TRASH ROOM 535 ELEVATOR LOBBY 538 NORTH CORRIDOR 539 SOUTH CORRIDOR 540 1" RW CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISERCW & TW RISERCW & TW RISERCW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER CW & TW RISER 1/2" RW 1" RW RD-1 RD-1 L-2 T-1 T-1 T-1 L-2 L-2 L-2 L-2 SHW-3 L-2 L-2 SHW-2 L-2 T-1 L-2 T-1 T-1 T-1T-1 T-1 L-2L-2L-2 S-4S-4S-4 T-1 L-2 T-1 L-2 T-1 L-2 S-4 S-4 T-1 L-2 L-2 L-2 SHW-2 S-4 T-1 L-2 T-1 L-2 T-1 L-2 T-1 L-2 T-1 L-2 T-1 L-2 T-1 L-2 S-4S-4S-4S-4S-4S-4S-4 T-1 L-2 L-2 T-1 S-4 T-1 L-2 T-1 L-2 T-1 L-2 T-1 L-2 T-1 L-2 S-4S-4 S-4 S-4 S-4 S-4 S-4 SHW-2 L-2 S-4 S-4 S-4 S-4 S-4 S-4 S-4 S-4 FD-1 L-2 L-2 L-2 L-2 L-2 L-2 L-2T-1T-1 T-1T-1 T-1 T-1 WC-2 WC-2 WC-2 WC-2 WC-2 WC-2 WC-2 WC-2 WC-2 WC-2 WC-2 WC-2 WC-2 WC-2 WC-2 WC-2 WC-2WC-2WC-2WC-2 WC-2WC-2WC-2 WC-2 WC-2WC-2 WC-2 WC-2 WC-2 WC-2 WC-2 WC-2 WC-2 WC-2 WC-2 WC-2 HB-2 UNIT B5 530 UNIT D14 527 ELEC/DATA 537 UNIT A14 525 ELEV 2 ELEV 1 WC-2 UP 3" TW 3" CWUP UP CW & TW RISER HB-1 HB-1 1/2" TW 1/2" CW FROM BELOW ACCESS PANEL LOW, HALLWAY FACING CONNECT HB-2 SUPPLY TO RISER INDEPENDENT OF DOMESTIC MANIFOLD. PROVIDE BALL VALVE WITH ACCESS PANEL. HB-2 FLOW SHALL NOT PASS THROUGH DOMESTIC SUB METER. 1" RW ACCESS PANEL CLOSET FACING ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 3/32" = 1'-0" 5TH FLOOR DOMESTIC PIPING P205 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 3/32" = 1'-0" 1 FIFTH FLOOR DOMESTIC WATER PLAN P205 NOTES: 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET N 1. REFER TO P505 FOR ISOMETRICS, TYPICAL APARTMENT LAYOUTS AND RISERS. 2. UNLESS OTHERWISE NOTED REFER TO P202 FOR ACCESS PANEL LOCATIONS. 3. ALL ACCESS PANEL LOCATIONS APPROXIMATE. COORDINATE WITH ARCHITECTURAL DRAWINGS FOR EXACT LOCATION AND ELEVATION. 1 FD-2FD-2 FD-3 FD-1 FD-2 S-3 PROVIDE CONDENSATE DRAIN FC-4, FC-7 AND FC-9 TO S-3 WITH AIRGAP. FC-5 FC-6 FC-7 FC-9 PROVIDE DRAIN FOR FC-5 AND FC-6 CONDENSATE TO SD-1 3/4" CND 3/4" CND PET RELIEF AREA 111 YOGA STUDIO 109 PET SPA 110RESTROOM 112 RESTROOM 113 BICYCLE ROOM 115 EXIT CORRIDOR 114 TRASH ROOM 116 CENTRAL STAIR ELEV 2 ELEV 1 WATER SERVICE ROOM 105 COMMERCIAL TENANT SPACE 119 UTILITY CORRIDOR 117 LEASING OFFICE 104 LOBBY 101 RESIDENT LOUNGE 107 PACKAGE ROOM 102 MAIL ROOM 103 ELEVATOR LOBBY 106 VESTIBULE 100 FC-4 SD-1 FC-4 PROVIDE CONDENSATE DRAIN FOR FC-4 TO S-3 WITH AIRGAP 3/4" CND 3/4" CND UNIT D2 207 3/4" CND 3/4" CND FC-3 FC-2 FC-2 SD-1 CONDENSATE MAIN IN SECOND FLOOR CEILING TO CONNECT TO SD-1 IN EACH APARTMENT. MECHANICAL CONTRACTOR TO CONNECT FAN COILS FROM 2ND FLOOR AND FLOORS ABOVE TO CONDENSATE MAIN ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/8" = 1'-0" CONDENSATE PLANS P301 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/8" = 1'-0" 1 FIRST FLOOR CONDENSATE PLAN 1/8" = 1'-0" 2 TYPICAL SECOND FLOOR CONDENSATE PLAN P301 NOTES: 1. ALL APARTMENTS SHALL HAVE A CONDENSATE MAIN PROVIDED IN SECOND FLOOR CEILING. DRAIN TO SD-1 IN LAUNDRY CLOSET. SECOND FLOOR FAN COILS SHALL CONNECT TO CONDENSATE MAIN LOCATED IN SECOND FLOOR CEILING WITH CONDENSATE PUMP. 2. GRAVITY DRAIN ALL APARTMENTS LOCATED ON FLOORS 3-5 TO SECOND FLOOR CONDENSATE MAIN VIA 3/4" CPVC. 3. DRAIN SECOND FLOOR CONDENSATE MAIN TO SECONDARY DRAIN SD-1 WITH AIR GAP. 4. COORDINATE ALL FAN COIL LOCATIONS WITH MECHANICAL CONTRACTOR. 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 / 1P403 / 1P405 / 1P404 / 1P402 4" W FD-1 FD-1 NORTH STAIR STORAGE 124B ELECTRIC ROOM 122 TRASH ROOM 116 ELEVATOR LOBBY 106 ELEV 2 ELEV 1 CENTRAL STAIR EXIT CORRIDOR 114 UTILITY CORRIDOR 117 RDN-1 3' AFF 3" RL RISER 5 RISER 6 RISER 7 RISER 8 RISER 9 RISER 21 RISER 22 RISER 23 RISER ST5-P RISER ST5-S RISER ST4-P SP-1 SP-1 2" W 2" W 6" W 8" RL 6" RL UP 4" W 2" V 3" W 3" W 10" RL 6" W 4" W 4" W 6" W 4" W ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 1ST FLOOR CORE ENLARGED PLAN P401 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 1ST FLOOR CORE ENLARGED PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 / 1P401 / 1P403 CO-1 3" W CO-1 2" W 4" W 4" W 3" W 3" W 3" W 3" W 3" W 3" W 4" W 4" W EXIT CORRIDOR 125 STORAGE 130 EAST STAIR 123 STORAGE 123B TELECOM ROOM 118 UTILITY CORRIDOR 117 COMMERCIAL TENANT SPACE 119 4" W SECONDARY ROOF DRAIN, TERMINATE 6" AFF SECONDARY ROOF DRAIN, TERMINATE 6" AFF SECONDARY ROOF DRAIN, TERMINATE 6" AFF 2" RL4" RL 2" RL2" RL 4" RL 4" RL 4" RL 4" RL 3" RL 4" RL AD-1 RISER 10RISER 11RISER 12 RISER 13 RISER 14 RISER 15 RISER 17 RISER 18 RISER 19 RISER 20 RISER 21 RISER ST6-S RISER ST6-P RISER ST7-PRISER ST8/9-P RISER ST6/8/9-S RISER ST8/9-S RISER ST11-S RISER ST10/11-P RISER ST10/12-S RISER ST13 -S RISER ST10/12/13-S RISER ST12-P RISER ST13 -P RISER ST12/13-P 4" W3" W 3" W COORDINATE WITH CIVIL RISER 16 6" RL 3" W 6" W 4" W 4" W 8" RL 4" W 6" W ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 1ST FLOOR EAST ENLARGED PLAN P402 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 1ST FLOOR EAST ENLARGED PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 / 1P402 / 1P404 / 1P401 FD-3 S-3 3" W 6" W WATER SERVICE ROOM 105 LEASING OFFICE 104 CO-1 CO-1 6" RL 2" RL RISER 24 RISER 25 RISER 26 RISER 27 RISER ST23-P FROM ELEVATOR SUMP PUMPS DRAIN WITH 6" AIR GAP MAINTAIN A MINIMUM OF 8" CLEARANCE BETWEEN STORM AND WASTE PIPING AND THE BACK OF DCVA-2. RISER ST14/15-P 8"RPZ DRAIN 1 1/2" V 10" RL 10" RL 6" W 2" V ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 1ST FLOOR SOUTH ENLARGED PLAN P403 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 1ST FLOOR SOUTH ENLARGED PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 / 1P403 / 1P401 ELEVATOR LOBBY 106 EXIT CORRIDOR 114 3" RL 3" W 3" W 3" W 2" W EWC-1 2" W2" W3" W S-1 1 1/2" W 2" W 2" W 2" W 4" W 2" W 2" W 3" W 3" W 4" W AD-1 FD-1 4" W 4" W SHW-1 FD-2S-2L-1FD-2FD-2L-1 WC-1 WC-1 FD-1 1 1/2" W FITNESS CENTER 108 YOGA STUDIO 109 PET RELIEF AREA 111 PET SPA 110 BICYCLE ROOM 115 RESTROOM 113 RESTROOM 112 PACKAGE ROOM 102 MAIL ROOM 103 RESIDENT LOUNGE 107 LOBBY 101 RDN-2 RDN-1 RDN-2 RDN-3 3" AFF 2" RL2" RL 3" RL2" RL RDN-1 HB-2 3" RL OFFSET BELOW HVAC EQUIPMENT 3' AFF 3' AFF SD-1 PROVIDE UNDER COUNTER WITH SANITARY PLUG IN SD-1 INLET FOR FUTURE CONNECTION 3" W 3" RL RISER 5 1 1/4" W SD-1 LOCATE SD-1 BELOW COUNTER TOP 1 RISER 34RISER 35 RISER 33 RISER 32 RISER 31 RISER 30 RISER 28 RISER 29 RISER 38 RISER 37RISER 36 RISER ST18-S RISER ST21-SRISER ST16/17-S RISER ST22-S RISER ST22-P RISER ST18-P RISER ST21 -P RISER ST19/20 -P RISER ST19/20 -S 3' AFF RISER ST16-P RISER ST17-P 10" RL 6" RL ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 1ST FLOOR WEST ENLARGED PLAN P404 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 FIRST FLOOR WEST ENLARGED PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET AAV 1 / 1P401 4" W NORTH STAIR STORAGE 124B 4" W 4" W 4" W 4" W 4" W 4" W 4" RL 3" RL 3" RL RISER 1 RISER 2 RISER 3 RISER 4 RISER 5 RISER ST1-P RISER ST2-P RISER ST3-P TO C0-2, REFER TO P100 4" W 4" W 6" W 6" W 4" W 4" RL 4" W 4" W 3" RL 4" W 3" RL ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 1ST FLOOR NORTH ENLARGED PLAN P405 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 FIRST FLOOR NORTH ENLARGED PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 / 1P407 / 1P408 / 1P410 / 1P409 / 1P407 / 1P408 / 1 P409 L-2 WC-2 WC-2 L-2 2" W2" W 2" W 1 1/2" V 3" W 3" W 3" W 1 1/2" V ELEVATOR LOBBY 237 NORTH CORRIDOR 238 NORTH CORRIDOR 238 NORTH CORRIDOR 238 ELEVATOR LOBBY 237 NORTH CORRIDOR 238 ELEVATOR LOBBY 237 NORTH CORRIDOR 238 SHW-2 S-4 T-1 L-2 WC-2 T-1 T-1 WC-2 L-2 S-4 S-4 T-1 L-2 WC-2 L-2 WC-2 S-4 4" W FD-1 SHW-2 S-4S-4 L-2 WC-2 T-1 3" W 3" W 4" W 2" W ELEC/DATA 237 ELEV 1 ELEV 2 CENTRAL STAIR 3" W T-1 WC-2 S-4 UNIT D12 231 NORTH STAIR NORTH CORRIDOR 239 UNIT B3 226 UNIT D12 231 UNIT A11 232 UNIT A12 233 UNIT C2 234 UNIT C1 201 TRASH ROOM 235 3" RL 3" RL 4" RL 4" RL RDN-3 RDN-1 RISER 5 SD-1 2" W 3" W 3" W1 1/2" W WSHR-1 RISER 5A RISER 5B RISER 6 1 1/2" V 2" W 2" W 1 1/2" W 1 1/2" V 3" W 3" W 1 1/2" W 1 1/2" V 2" W 3" W 1 1/2" W 1 1/2" V 1 1/2" V 1 1/2" V 3" W 2" W WSHR-1 1 1/2" V 3" W 2" W 3" W 3" W 3" W 3" W 1 1/2" V 1 1/2" V 2" W 1 1/2" V 3" W 3" W 3" W3" W 3" W SD-1 WSHR-1 1 1/2" V 1 1/2" V 2" W 3" W RISER 7 RISER 7C RISER 7B RISER 7A RISER 8.1B RISER 6A RISER 6BRISER 6C RISER 6D RISER 6E WSHR-1 WSHR-1 SD-1 RISER 8.1 A RISER 8.2 RISER 9 3" W RISER 21A RISER 21B REFER TO RISER 19 AS SIMILAR RISER 23 RISER ST4-S RISER ST4-P RISER ST5-S RISER ST5-P RISER ST22-S 1 1/2" V ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 2ND FLOOR CORE ENLARGED PLAN P406 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 2ND FLOOR CORE ENLARGED PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET P406 NOTES: 1. ALL SANITARY AND ROOF DRAIN PIPING LOCATED ABOVE PARKING GARAGE CEILING SHALL BE NO LOWER THAN 403.83' (9.-3" AFF). 1 / 1P408 SOUTH CORRIDOR 239 3" W 2" W 3" W 2" W 4" W 4" W RD-2 RD-2 FD-1 3" W 3" W 3" W 2" W 3" W L-2 WC-2 T-1WC-2 L-2 T-1 S-4 WC-2 L-2 SHW-2 S-4 S-4 S-4 T-1 WC-2 WC-2 L-2 T-1 L-2 L-2L-2 WC-2 T-1 T-1 WC-2 L-2 T-1 L-2 WC-2 S-4 S-4 T-1 T-1 L-2 WC-2WC-2 L-2 S-4 S-4 T-1 WC-2 L-2 UNIT D1 206 UNIT D2 207 EAST STAIR UNIT A4 205 UNIT B1 209 UNIT D3 208 UNIT A3 204 TELECOM 236 UNIT A2 203 UNIT A1 202 RD-1 RD-2RD-2 3" RL 3" RL 4" RL 4" RL 4" RL 2" RL 4" RL 4" RL 2" RL 2" RL 4" RL RISER 10.1 RISER 10.2 RISER 11.1 RISER 11.2B RISER 11.2A 1 1/2" V 2" W WSHR-1 WSHR-1 3" W 1 1/2" V1 1/2" V 1 1/2" W 1 1/2" W 2" W WSHR-1 2" W WSHR-1 SD-1 RISER 11.2 3" W 1 1/2" V 1 1/2" W 2" W 3" W 4" W 3" W 2" V SD-1 WSHR-1 RISER 12 RISER 13.1 RISER 13.2 RISER 14B RISER 14A RISER 14C RISER 15A RISER 15B SD-1 SD-1 WSHR-1 WSHR-1 1 1/2" V 1 1/2" V 3" W 2" W 1 1/2" V 1 1/2" V 3" W3" W 3" W 3" W 2" W 3" W1 1/2" V RISER 16A RISER 16B RISER 16C RISER 16D RISER 16E RISER 16F 1 1/2" V 3" W 2" W 3" W 1 1/2" W 1 1/2" V RISER 17 RISER 18 3" W RISER 19B RISER 19A IDENTICAL TO WESTERN SIDE OF RISER 19 3" W 3" W 1 1/2" V 3" W 1 1/2" W 3" W 1 1/2" W 2" V 1 1/2" V RISER ST6-S RISER ST6-P RISER ST8-S RISER ST8-P RISER ST10-S RISER ST10-P RISER ST11-P RISER ST11-S RISER ST9-P RISER ST9-S RISER ST7-S RISER ST7-P RISER ST12-P RISER ST12-S RISER ST13-S RISER ST13-P RISER ST8/9-P RISER ST10/12-S RISER 20 RISER 21A, REFER TO RISER 19 AS SIMILAR RISER 21B, REFER TO RISER 19 AS SIMILAR AAV ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 2ND FLOOR EAST ENLARGED PLAN P407 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 2ND FLOOR EAST ENLARGED PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET P407 NOTES: 1. ALL SANITARY AND ROOF DRAIN PIPING LOCATED ABOVE PARKING GARAGE CEILING SHALL BE NO LOWER THAN 403.83' (9.-3" AFF). 1 / 1P407 / 1 P406 / 1P409 6" W 3" W 3" W 3" W 3" W 4" W 3" W 3" W3" W4" W 3" W T-1 WC-2 L-2 S-4 S-4S-4 L-2 WC-3WC-3 L-2 T-1 T-1T-1T-1 L-2 WC-3 WC-3 L-2L-2 WC-3 T-1T-1 L-2 WC-3 S-4 S-4 S-4S-4 WC-2 S-4 L-2 T-1 T-1 WC-2 L-2 6" RL 4" RL 4" RL 4" RL RDN-3 RDN-3 4" RL 2" RL UNIT A6 216 UNIT A8 217 UNIT A7 215 UNIT A6 214 UNIT A7 213 UNIT A6 212 UNIT A5 211 UNIT D4 210 RISER 18A RISER 18B 3" W 2" W 3" W 2" W 1 1/2" V 1 1/2" V RISER 22RISER 20 RISER 24 2" V 3" W 1 1/2" V 2" W 3" W 1 1/2" V 3" W 3" W 1 1/2" V 3" W 6" W 3" W SD-1 WSHR-1 WSHR-1 3" W3" W 3" W 1 1/2" V 3" W 3" W1 1/2" V 1 1/2" V 1 1/2" V 1 1/2" V 1 1/2" V 2" V 3" W 3" W 1 1/2" V 1 1/2" V 3" W 1 1/2" V1 1/2" V 2" V 3" W 2" V 3" W3" W 3" W 2" W 1 1/2" V RISER 26 RISER 27 RISER 25 RISER 25A RISER 25B REFER TO RISER 10.2 AS SIMILAR RISER 25C REFER TO RISER 11.1 AS SIMILAR RISER 25D RISER 25F REFER TO RISER 25A FOR SIMILAR RISER 25H RISER 25I RISER 25G REFER TO RISER 11.1 AS SIMILAR RISER 25E REFER TO RISER 10.2 AS SIMILAR RISER ST23-P, PROVIDE CONNECTION TO ENTRANCE CANOPY GUTTER, COORDINATE OWNER. RISER ST14-S RISER ST14-P RISER ST15-S RISER ST15-P RISER ST14/15-P 3" W 1 1/2" V RISER 27.1 RISER 27.2 RISER 27.2A RISER 27.2B 3" W 3" W 1 1/2" V 4" W 3" W WSHR-1 SD-1 WSHR-1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 2ND FLOOR SOUTH ENLARGED PLAN P408 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 2ND FLOOR SOUTH ENLARGED PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1. REFER TO P001/5 FOR TYPICAL BACKOUTLET TOILET DETAIL FOR UNITS 211-216. P408 NOTES: 1 / 1P406 / 1P408 4" RL 4" W 3" W3" W 4" W 3" W 3" W 3" W 1 1/2" W 4" W 3" W1 1/2" W 3" W 3" RL 3" W 4" W 3" W 2" W 3" W 3" RL 3" W 3" W 1 1/2" W 2" W 3" W 3" W 3" W 2" W 2" W 2" W 2" W 1 1/2" W 2" W 1 1/2" W S-4 T-1 WC-2 L-2 T-1 WC-2 T-1 SHW-2 WC-2 L-2 WC-2 SHW-2 S-4 S-4 S-4 WC-2SHW-2 L-2 L-2 T-1 WC-2 L-2 T-1T-1 WC-2 L-2 L-2 WC-2 WC-2 L-2 S-4S-4S-4 S-4 T-1 L-2 SHW-3 WC-2 L-2 3" W 2" RL 2" RL 2" RL 3" RL 3" RL 3" RL 3" RL 3" RL UNIT D6 220UNIT B2 219 UNIT D5 218 UNIT D7 221 UNIT A9 222 UNIT A10 223 UNIT A9 224UNIT A10 225 RISER ST16/17-S RISER ST16-P RISER ST17-P RISER ST18-P RISER ST18-S RISER ST22-S RISER ST22-P RISER ST20-S RISER ST20-PRISER ST21-P RISER ST21-S RISER ST19-P RISER ST19-S RISER 29.2C RISER 29.2D RISER 29.2B RISER 29.2A RISER 29.1 SD-1WSHR-1 WSHR-1 2" V 2" V 1 1/2" W 1 1/2" V 1 1/2" W RISER 28 RISER39C RISER 39B RISER 39A SD-1WSHR-1 SD-1 WSHR-1 RISER 40 4" W 3" W 2" W 3" W 3" W 2" V 2" W2" W 1 1/4" V WSHR-1 SD-1 WSHR-13" W 2" V 2" V 1 1/2" V 3" W RISER 30.1 RISER 30.2A RISER 30.2B RISER 31.2 RISER 31.1 RISER 32.3 RISER 32.2 RISER 32.1 RISER 33A RISER 33B 3" W 2" W 1 1/2" V 1 1/2" V 4" W SD-1 WSHR-1 WSHR-1 SD-1 RISER 31.1 RISER 34.3 RISER 34.2 RISER 34.1 RISER 35.5 3" W3" W 2" W 1 1/2" V RISER 35.1 RISER 35.2 RISER 35.3 RISER 35.4 RISER 37 RISER 36 RISER 38 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 2ND FLOOR WEST ENLARGED PLAN P409 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 SECOND FLOOR WEST ENLARGED PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 / 1P406 L-2 WC-2 WC-2 L-2 2" W2" W 2" W 1 1/2" V 3" W 3" W 3" W 1 1/2" V 3" W 3" W SHW-2 S-4 T-1 2" W 4" W 4" W 3" W S-4 WC-2 L-2 T-1 WC-2 L-2 SHW-2 T-1 WC-2 L-2 S-4 L-2 WC-2 T-1 S-4 S-4 T-1 WC-2 L-2 T-1 WC-2 L-2 WC-2 WC-2 L-2 SHW-1SHW-1 L-2 L-2 UNIT D9 228 UNIT D10 229 UNIT D8 227 UNIT D11 230 UNIT B3 226 UNIT D12 231 NORTH STAIR NORTH CORRIDOR 239 3" RL 3" RL 4" RL UNIT B3 226 RISER 2.1 RISER 2.2A 4" W 2" W 1 1/2" V 1 1/2" W 3" W 1 1/2" V 2" V 3" W 1 1/2" V 1 1/2" W 3" W 2" W 3" W 2" W 1 1/2" W 1 1/2" V WSHR-1 2" W SD-1 SD-1 WSHR-1 1 1/2" V 1 1/2" V 4" W 2" W1 1/2" W 3" W 1 1/2" W 1 1/2" V 1 1/2" W RISER 2.2B 4" W 1 1/2" W 1 1/2" W PROVIDE AAV2" W 1 1/2" W1 1/2" V 2" W 3" W 1 1/2" V 1 1/2" W SD-1 1 1/2" V WSHR-1 RISER 3 RISER 3ARISER 3B RISER 3C RISER 4.1 RISER 4.2 4" W 4" W 3" W 3" W 3" W 1 1/2" W 1 1/2" W 1 1/2" V 3" W 3" W 1 1/2" V 1 1/2" V 3" W 2" W 1 1/2" V SD-12" W WSHR-1 RISER 4.1A RISER 4.1B RISER 4.1C RISER 4.2A RISER 4.2B 3" W 2" W 1 1/2" V 2" W RISER 5 SD-1 2" W 3" W 3" W1 1/2" W WSHR-1 RISER 5A RISER 5B 1 1/2" V 2" W 2" W 1 1/2" W 1 1/2" V RISER 6D RISER ST1-P RISER ST2-S RISER ST3-P ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 2ND FLOOR NORTH ENLARGED PLAN P410 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 2ND FLOOR NORTH ENLARGED PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET P410 NOTES: 1. ALL SANITARY AND ROOF DRAIN PIPING LOCATED ABOVE PARKING GARAGE CEILING SHALL BE NO LOWER THAN 403.83' (9.-3" AFF). 1 / 1P413 / 1P415 / 1P414 / 1P412 / 1P412 / 1P414 L-2 WC-2 WC-2 L-2 1 1/2" V 1 1/2" V FD-1 SHW-2 T-1 WC-2 S-4 L-2 WC-2 T-1 T-1 WC-2 L-2 S-4 S-4 WC-2 L-2 T-1 L-2 WC-2 SHW-2 L-2 WC-2 S-4 S-4 T-1 SHW-2 4" RL 4" RL 3" RL 3" RL UNIT B3 326 NORTH STAIR NORTH CORRIDOR 339 UNIT D12 331 UNIT A11 332 UNIT A12 333 ELEC/DATA 337 UNIT C2 334 UNIT C1 301 CENTRAL STAIR ELEV 2 ELEV 1 ELEVATOR LOBBY 338 SOUTH CORRIDOR 340 RISER 5A RISER 5B RISER 6A RISER 6BRISER 6C RISER 6D RISER 6E RISER 7C RISER 7B RISER 7A RISER 8.1B RISER 8.1 A RISER 8.2 RISER 9 RISER 23 RISER ST4-S RISER ST4-P RISER ST5-S RISER ST5-P ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 3RD FLOOR CORE ENLARGED PLAN P411 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 THIRD FLOOR CORE ENLARGED PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 / 1P411 / 1P413 FD-1 S-4S-4S-4 WC-2 L-2 T-1 T-1 L-2 WC-2 L-2 WC-2 T-1 T-1 L-2 WC-2 S-4 S-4 WC-2 L-2 SHW-2 S-4 T-1 T-1 L-2 WC-2 WC-2 L-2 L-2L-2 WC-2 T-1 T-1 WC-2 L-2 S-4 S-4 T-1 L-2 WC-2 T-1 WC-2 L-2 UNIT A1 302 UNIT A2 303 UNIT A3 304 UNIT A4 305 TELECOM 336 UNIT B1 309 UNIT D3 308 UNIT D2 307 EAST STAIR UNIT D1 306 4" RL 4" RL 4" RL 4" RL 4" RL 4" RL RISER 10.1 RISER 10.2 RISER 11.1 RISER 11.2B RISER 11.2A RISER 12 RISER 13.1 RISER 13.2 RISER 14B RISER 14A RISER 15A RISER 15B RISER 16A RISER 16B RISER 16C RISER 16D RISER 16E RISER 16F RISER 17 RISER 19B RISER 19A IDENTICAL TO WESTERN SIDE OF RISER 19 RISER 21A RISER 21B RISER ST6-S RISER ST6-P RISER ST8-S RISER ST8-P RISER ST10-S RISER ST10-P ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 3RD FLOOR EAST ENLARGED PLAN P412 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 THIRD FLOOR EAST ENLARGED PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 / 1P411/ 1P412 / 1P414 T-1 T-1 L-2 WC-2 L-2 WC-2 S-4 S-4S-4S-4 WC-2 L-2 T-1T-1 L-2 WC-2 T-1 S-4 L-2 WC-2 T-1 WC-2 L-2 S-4 S-4 S-4 L-2 WC-2 L-2 T-1T-1 WC-2 L-2 T-1 WC-2 T-1SOUTH CORRIDOR 340 4" RL 4" RL 4" RL 4" RL UNIT D4 310 UNIT A5 311 UNIT A6 312 UNIT A7 313 UNIT A6 314 UNIT A7 315 UNIT A6 316 UNIT A8 317 RISER 18A RISER 18B RISER 22RISER 20 RISER 25A RISER 25B REFER TO RISER 10.2 AS SIMILAR RISER 25C REFER TO RISER 11.1 AS SIMILAR RISER 25DRISER 25F REFER TO RISER 25A FOR SIMILAR RISER 25H RISER 25I RISER 25G REFER TO RISER 11.1 AS SIMILAR RISER 25E REFER TO RISER 10.2 AS SIMILAR RISER 24 RISER ST14-S RISER ST14-P RISER ST15-S RISER ST15-P RISER ST22-S RISER 26 RISER 27.1 RISER 27.2 RISER 27.2B ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 3RD FLOOR SOUTH ENLARGED PLAN P413 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 THIRD FLOOR SOUTH ENLARGED PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 / 1P413 / 1P411 S-4 WC-2 T-1 2" W 3" W 1 1/2" W S-4 2" W 2" W 2" W 3" RL 4" RL 3" W 1 1/2" W 1 1/2" W 3" W 3" W 3" W WSHR-1 SHW-3 T-1 WC-2 L-2 S-4S-4S-4S-4 WC-2 L-2 T-1 T-1 T-1 L-2 WC-2 WC-2 L-2 WC-2 L-2 T-1 S-4 T-1 WC-2 L-2 L-2 WC-2 WC-2 L-2 SHW-2 SHW-2 S-4 S-4 SHW-2 WC-2 L-2 L-2 T-1 WC-2 L-2 S-4 UNIT D7 321 UNIT D6 320 UNIT B2 319 UNIT D5 318 UNIT A13 322 UNIT A14 323UNIT A13 324 2" RL 2" RL 2" RL 2" RL UNIT A14 325 RISER ST20-P RISER ST20-S RISER ST21-P RISER ST16/17-S RISER ST16-P RISER ST17-P RISER ST18-P RISER ST18-S RISER ST19-P RISER ST19-S RISER ST22-S RISER ST22-P RISER 29.2C RISER 29.2D RISER 29.2B RISER 29.2A RISER 29.1 RISER 28 RISER 30.1 RISER 30.2A RISER 30.2B 1 1/2" V RISER39C RISER 39B RISER 39A RISER 31.2 RISER 32.3 RISER 32.1 RISER 33A RISER 33B RISER 31.1 RISER 34.3 RISER 34.2 RISER 34.1 RISER 35.1 RISER 35.2 RISER 35.3 RISER 37 RISER 36 RISER 38 2" W 3" W RISER 32.2 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 3RD FLOOR WEST ENLARGED PLAN P414 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 THIRD FLOOR WEST ENLARGED PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 / 1P411 L-2 WC-2 WC-2 L-2 1 1/2" V 1 1/2" V NORTH CORRIDOR 338 SHW-2 T-1 WC-2 SHW-1SHW-1 L-2 L-2 L-2 WC-2 WC-2 T-1 WC-2 L-2 T-1 WC-2 L-2 S-4 S-4 T-1 WC-2 L-2 L-2 WC-2 T-1 S-4 WC-2 T-1 S-4 L-2 WC-2 SHW-2 L-2 SHW-2 UNIT B3 326 NORTH STAIR NORTH CORRIDOR 339 RDN-1 RDN-3 UNIT D8 327 UNIT D11 330 UNIT D10 329 UNIT D9 328 RDN-13" RL 3" RL 3" RL 4" RL RISER 1 RISER 2.1 RISER 2.2A RISER 2.2B RISER 3ARISER 3B RISER 3C RISER 4.1A RISER 4.1B RISER 4.1C RISER 4.2A RISER 4.2B RISER 5A RISER 5B RISER 6D RISER 6E RISER ST1-S RISER ST1-P RISER ST2-S RISER ST2-P RISER ST3-S RISER ST3-P ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 3RD FLOOR NORTH ENLARGED PLAN P415 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 THIRD FLOOR NORTH ENLARGED PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 / 1P418 / 1P420 / 1P419 / 1P417 / 1P419 1 1/2" V L-2 WC-2 WC-2 L-2 ELEVATOR LOBBY 437 SOUTH CORRIDOR 439 ELEVATOR LOBBY 437 ELEVATOR LOBBY 437 ELEVATOR LOBBY 437 ELEVATOR LOBBY 437 ELEVATOR LOBBY 437 ELEVATOR LOBBY 437 ELEVATOR LOBBY 437 ELEVATOR LOBBY 437 NORTH CORRIDOR 438 ELEC/DATA 437 ELEV 2 ELEV 1 CENTRAL STAIR FD-1 L-2 SHW-2 T-1 S-4 S-4 L-2 WC-2 T-1 T-1 WC-2 L-2 S-4 WC-2 L-2 L-2 WC-2 T-1 SHW-2 S-4S-4 L-2 WC-2 T-1 SHW-2 UNIT B3 426 NORTH STAIR UNIT D12 431 UNIT A11 432 UNIT A12 433 UNIT C2 434 UNIT C1 401 TRASH ROOM 435 3" RL 3" RL 4" RL 4" RL UNIT D12 431 RISER 6E RISER 8.2 RISER 23 RISER 5A RISER 5B RISER 6D RISER 6A RISER 6BRISER 6C RISER 7C RISER 7B RISER 7A RISER 8.1B RISER 8.1 A RISER 9 RISER ST4-S RISER ST4-P RISER ST5-S RISER ST5-P ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 4TH FLOOR CORE ENLARGED PLAN P416 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 FOURTH FLOOR CORE ENLARGED PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 / 1P416 / 1P418 SOUTH CORRIDOR 439 S-4 WC-2 L-2 T-1T-1 L-2 WC-2WC-2 L-2 T-1 S-4S-4 T-1 WC-2 L-2 S-4 S-4 SHW-2 L-2 WC-2 S-4 T-1 WC-2 L-2 L-2L-2 WC-2 T-1 T-1 WC-2 T-1 L-2WC-2 L-2 S-4 S-4 T-1 WC-2 L-2 T-1 WC-2 L-2 FD-1 EAST STAIR UNIT D1 406 UNIT D2 407 UNIT A4 405 UNIT A3 404 UNIT A2 403 UNIT A1 402 UNIT B1 409 UNIT D3 408 TELECOM 436 4" RL 4" RL4" RL 4" RL 4" RL 4" RL T-1 RISER 10.1 RISER 10.2 RISER 11.1 RISER 11.2B RISER 11.2A RISER 17 RISER 19B RISER 19A IDENTICAL TO WESTERN SIDE OF RISER 19 RISER 21A RISER 21B RISER 13.1 RISER 13.2 RISER 14B RISER 14A RISER 15A RISER 15B RISER 16A RISER 16B RISER 16C RISER 16D RISER 16E RISER 16F RISER ST6-S RISER ST6-P RISER ST8-S RISER ST8-P RISER ST10-S RISER ST10-P ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 4TH FLOOR EAST ENLARGED PLAN P417 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 FOURTH FLOOR EAST ENLARGED PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 / 1P417 / 1 P416 / 1P419 SOUTH CORRIDOR 439 T-1 WC-2 L-2 S-4 S-4S-4 L-2 WC-2 T-1 T-1 L-2 WC-2 S-4 WC-2 L-2 T-1 T-1 T-1 L-2 WC-2WC-2 L-2 S-4 S-4 S-4 S-4 L-2 WC-2WC-2 L-2 T-1 T-1 T-1 WC-2 L-2 UNIT A6 416 UNIT A7 415 UNIT A6 414 UNIT A7 413 UNIT A6 412 UNIT A5 411 UNIT D4 410 UNIT A8 417 4" RL 4" RL 4" RL 4" RL RISER 18A RISER 18B RISER 22RISER 20 RISER 25A RISER 25B REFER TO RISER 10.2 AS SIMILAR RISER 25C REFER TO RISER 11.1 AS SIMILAR RISER 25DRISER 25F REFER TO RISER 25A FOR SIMILAR RISER 25H RISER 25I RISER 25G REFER TO RISER 11.1 AS SIMILAR RISER 25E REFER TO RISER 10.2 AS SIMILAR RISER 24 RISER ST14-S RISER ST14-P RISER ST15-S RISER ST15-P 2 P507 RISER 26 RISER 27.1 RISER 27.2 RISER 27.2B ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 4TH FLOOR SOUTH ENLARGED PLAN P418 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 FOURTH FLOOR SOUTH ENLARGED PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 / 1P418 / 1P416 T-1 WC-2 RD-2 RD-2 RD-2 WC-2 L-2 T-1 T-1 WC-2 L-2 T-1 L-2 WC-2 L-2 T-1 S-4S-4 T-1 L-2 WC-2 S-4 T-1 WC-2 L-2 WC-2SHW-2 L-2 S-4 T-1 WC-2 L-2 S-4 S-4 2" RL 4" RL 3" RL 3" RL 3" RL 3" RL 3" RL 3" RL UNIT B4 422 UNIT A15 423 UNIT A13 424 UNIT A14 425 UNIT D5 418 UNIT D13 420 SOUTH CORRIDOR 440 RISER ST16/17-S RISER ST16-P RISER ST17-P RISER ST18-P RISER ST18-S RISER ST22-S RISER ST22-P RISER ST20-P RISER ST20-S RISER ST21-P RISER ST21-S RISER ST19-P RISER ST19-S RISER 29.2C RISER 29.2D RISER 29.2B RISER 29.2A RISER 29.1 RISER 28 RISER 30.1 RISER 30.2A RISER 30.2B RISER39C RISER 39B RISER 39A RISER 33B RISER 35.2 WSHR-1 3" W 3" W 2" V 1 1/2" V 1 1/2" V 3" W WSHR-1 3" W WSHR-1 2" W 2" V 2" V 1 1/2" W RISER 30.2AC RISER 30.2AB RISER 30.2AA 3" W 2" V 1 1/2" V RISER 35.3 3" V3" V 3" V ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 4TH FLOOR WEST ENLARGED PLAN P419 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 FOURTH FLOOR WEST ENLARGED PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 / 1P416 1 1/2" V L-2 WC-2 WC-2 L-2 L-2 SHW-2 T-1 SHW-1SHW-1 L-2 L-2 L-2 WC-2 WC-2 WC-2 L-2 T-1 L-2 WC-2 T-1 S-4 S-4 T-1 WC-2 L-2 L-2 T-1 WC-2 S-4 WC-2 T-1 S-4 SHW-2 L-2 WC-2 L-2 SHW-2 UNIT B3 426 NORTH STAIR UNIT D12 431 UNIT D8 427 UNIT D11 430 UNIT D8 427 UNIT D10 429 UNIT D9 428 4" RL 4" RL 3" RL 3" RL RISER 6E RISER 1 RISER 2.1 RISER 2.2A RISER 2.2B RISER 3ARISER 3B RISER 3C RISER 4.1A RISER 4.1B RISER 4.1C RISER 4.2A RISER 4.2B RISER 5A RISER 5B RISER 6D RISER ST1-S RISER ST1-P RISER ST2-S RISER ST2-P RISER ST3-S RISER ST3-P ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 4TH FLOOR NORTH ENLARGED PLAN P420 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 FOURTH FLOOR NORTH ENLARGED PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 / 1P423 / 1P425 / 1P422 / 1P422 / 1P424 L-2 WC-2 3" W ELEVATOR LOBBY 537 NORTH CORRIDOR 538 CENTRAL STAIR ELEV 2 ELEV 1 S-4 T-1 S-4 T-1 WC-2 L-2 T-1 WC-2 L-2 S-4 S-4 WC-2 L-2 T-1 L-2 WC-2 SHW-2 S-4S-4 T-1 L-2 WC-2 FD-1 UNIT C1 501 UNIT C2 534 ELEC/DATA 537 TRASH ROOM 535 UNIT A12 533 UNIT A11 532 UNIT D12 531 NORTH STAIR 4" RL 4" RL 3" RL 3" RL UNIT D12 531 1 1/2" W 1 1/2" V RISER 8.2 RISER 6E RISER 5B RISER 6D RISER 6A RISER 6BRISER 6C RISER 23 RISER 7C RISER 7B RISER 7A RISER 8.1B RISER 8.1 A RISER 9 RISER ST4-S RISER ST4-P RISER ST5-S RISER ST5-P RISER ST22-S ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 5TH FLOOR CORE ENLARGED PLAN P421 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 FIFTH FLOOR ENLARGED CORE PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 / 1P421 / 1P423 SOUTH CORRIDOR 539 FD-1 S-4S-4 L-2 WC-2 WC-2 L-2 T-1T-1 WC-2 L-2 T-1 S-4 S-4 WC-2 L-2 SHW-2 S-4 T-1 WC-2 T-1 WC-2 L-2 L-2 S-4 T-1 WC-2 L-2 T-1 WC-2 L-2 T-1 WC-2 L-2 L-2 L-2 WC-2 T-1 S-4 4" RL 4" RL4" RL 4" RL 4" RL 4" RL UNIT A1 502 UNIT A2 503 UNIT A3 504 TELECOM 536 UNIT A4 505 UNIT B1 509 UNIT D3 508 UNIT D2 507 EAST STAIR UNIT D1 506 RISER 10.1 RISER 11.1 RISER 11.2B RISER 11.2A RISER 17 RISER 19B RISER 19A IDENTICAL TO WESTERN SIDE OF RISER 19 RISER 21A RISER 21B RISER 13.1 RISER 13.2 RISER 14B RISER 14A RISER 15A RISER 15B RISER 16A RISER 16B RISER 16C RISER 16D RISER 16E RISER 16F RISER ST6-S RISER ST6-P RISER ST8-S RISER ST8-P RISER ST10-S RISER ST10-P ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 5TH FLOOR EAST ENLARGED PLAN P422 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 FIFTH FLOOR EAST ENLARGED PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 / 1P421/ 1P422 / 1P424 T-1 L-2 WC-2 WC-2 L-2 T-1T-1 WC-2 L-2 S-4 S-4 S-4 S-4S-4 WC-2 L-2 WC-2 L-2 T-1 T-1 S-4S-4 WC-2 L-2 WC-2 L-2 T-1 T-1 T-1 WC-2 L-2 S-4 T-1 WC-2 L-2 4" RL 4" RL 4" RL 4" RL UNIT A8 517 UNIT A6 516 UNIT A7 515 UNIT A6 514 UNIT A7 513 UNIT A6 512 UNIT A5 511 UNIT D4 510 RISER 18A RISER 18B RISER 22RISER 20 RISER 25A RISER 25B REFER TO RISER 10.2 AS SIMILAR RISER 25C REFER TO RISER 11.1 AS SIMILAR RISER 25DRISER 25F REFER TO RISER 25A FOR SIMILAR RISER 25H RISER 25I RISER 25G REFER TO RISER 11.1 AS SIMILAR RISER 25E REFER TO RISER 10.2 AS SIMILAR RISER 24 RISER ST14-S RISER ST14-P RISER ST15-S RISER ST15-P RISER 26 RISER 27.1 RISER 27.2 RISER 27.2B ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 5TH FLOOR SOUTH ENLARGED PLAN P423 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 FIFTH FLOOR SOUTH ENLARGED PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 / 1P423 / 1P421 S-4 T-1 WC-2 L-2 S-4 WC-2 L-2 T-1 T-1 T-1 L-2 WC-2WC-2 L-2 T-1 L-2 WC-2 T-1 SHW-2 WC-2 L-2 L-2 T-1 WC-2 L-2 S-4 S-4 S-4 S-4 WC-2 L-2 4" RL 3" RL 3" RL 3" RL WC-2 UNIT B4 522 UNIT A15 523 UNIT A13 524 UNIT A14 525 UNIT D13 520 UNIT D5 518 RISER ST16/17-S RISER ST16-P RISER ST17-P RISER ST18-P RISER ST18-SRISER ST22-S RISER ST22-P RISER 29.2C RISER 29.2D RISER 29.2B RISER 29.2A RISER 29.1 RISER 28 RISER 30.1 RISER 30.2B RISER39C RISER 39B RISER 39A RISER 33B RISER 35.2 RISER 30.2AC RISER 30.2AB RISER 30.2AA RISER 35.3 2" V 3" V 1 1/2" V 3" W ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 5TH FLOOR WEST ENLARGED PLAN P424 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 FIFTH FLOOR WEST ENLARGED PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 / 1P421 L-2 WC-2 3" W RD-1 RD-1 S-4 T-1 WC-2 L-2 L-2 SHW-3 L-2 WC-2 WC-2 T-1 L-2 S-4 T-1 NORTH STAIR 3" RL 3" RL 4" RL 4" RL UNIT B5 530 UNIT D14 527 UNIT D12 531 3" V 4" V 1 1/2" V 3" V 1 1/2" V 1 1/2" V 4" V 3" V 1 1/2" V 4" V 1 1/2" V 4" V 4" V 4" V 1 1/2" V 3" V 2" W 1 1/2" V 1 1/2" W 2" V1 1/2" W WSHR-1 1 1/2" W WSHR-1 2" W 1 1/2" V 1 1/2" W 1 1/2" V RISER 4.1A RISER 4.2A RISER 4.2B RISER 5B RISER 6D RISER 3B RISER 4.1C RISER ST1-S RISER ST1-P RISER ST2-S RISER ST2-P RISER ST3-S RISER ST3-P 2" V1 1/2" V 1 1/2" V ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" 5TH FLOOR NORTH ENLARGED PLAN P425 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1/4" = 1'-0" 1 FIFTH FLOOR NORTH ENLARGED PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1 10" W 4" W 6" W 4" W 10" W 6" W 4" W 6" W 6" W 4" W 4" W 3" W 3" W 2" W 1 1/2" V 3" W 2" W 3" W 1 1/2" V 2" V2" V2" W FD-1 SP-1 SP-1 CO-1 FD-1 CO-1 CO-1 FD-1 FD-2 FD-2 FD-2 FD-3 RISER 1 RISER 2 RISER 3 RISER 4 RISER 5 RISER 6 RISER 7 RISER 8 RISER 9 RISER 10 RISER 11 RISER 12 RISER 13 RISER 14 RISER 15 RISER 16 RISER 17 RISER 18 RISER 19 RISER 20 RISER 21 RISER 22 RISER 23 RISER 24 RISER 26 RISER 25 RISER 27 RISER 28 RISER 29 RISER 30 RISER 31 RISER 32 RISER 33 RISER 34 RISER 35 RISER 36 RISER 37 RISER 38 WC-1 WC-1 L-1 L-1 SHW-1 SD-1 S-3 CO-2 S-1 FD-1 S-2 SD-1 EWC -1 1 1/2" V 2" V 3" W 4" W 3" W 3" W 3" W 3" W 1 1/2" V 2" V 3" W 4" W 3" W 4" W3" W 3" W 4" W 6" W 4" W 4" W 4" W 6" W 3" W 3" W 4" W 4" W 2" W 2" W 6" W 6" W 4" W2" V4" W 3" W 3" W 2" V 1 1/2" V 3" W 1 1/2" W 3" W 2" V 6" W 3" W 2" V 1 1/2" V 2" V 1 1/2" V 3" W 2" W 2" W 1 1/4" W 1 1/4" V 2" W 2" W 2" V 2" W 2" W 1 1/2" W 2" W 4" W 3" W 4" W 4" W 3" W 4" W 4" W 4" W 3" W 4" W 4" W 4" W 6" W 4" W 4" W 4" W TO RISER 25 TO RISER 25 1 1/2" V RISER 40 RISER 39 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION UNDERSLAB AND 1ST FLOOR DWV ISOMETRIC P501 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1DWV UNDERSLAB AND 1ST FLOOR ISOMETRIC 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET DWV GENERAL NOTES: 1. ALL HORIZONTAL QUARTER BENDS SHALL BE LONG SWEEPS. 2. ALL RISERS BASE QUARTER BENDS SMALLER THAN 4" SHALL BE LONG SWEEPS. 3. PROVIDE WALL OR FLOOR CLEANOUT AT THE BASE OF ALL SANITARY STACKS AT THE 1ST FLOOR AND AT PENETRATIONS OF 2ND FLOOR. COORDINATE ALL CLEANOUT LOCATIONS AND ACCESS POINTS WITH OWNER. WALL CLEANOUT COVERS IN APARTMENTS SHALL BE PRIMED FOR PAINTING. ALL OTHER WALL CLEANOUT COVER FINISHES SHALL BE COORDINATED WITH OWNER. 1 SHW-1 SHW-1 L-2 L-2 L-2 WC-2 WC-2 4" W 2" W 3" W 3" W 1 1/2" W 1 1/2" W 1 1/2" V 1 1/2" V 2" V 1 1/2" V1 1/2" V 3" W 1 1/2" V 2" V 2" V 1 1/2" V 1 1/2" V 3" V 3" V TO DWV RISER 2 2ND FLOOR, FLOORS 3-4 SIMILAR L-2 WC-2 T-1 S-4 T-1 WSHR-1 SD-1 SD-1 WSHR-1 L-2 WC-2 L-2WC-2 T-1 S-4 1 1/2" V 1 1/2" V 2" W 2" W 3" W 1 1/2" W 3" W 3" W 2" W 1 1/2" W 1 1/2" V 1 1/2" V 1 1/2" V 3" V 4" V 4" V 3" V 1 1/2" V 1 1/2" V 3" W 3" W 4" W 1 1/2" V 1 1/2" V 1 1/2" W 2" W 4" W 3" W 3" W 1 1/2" W TO DWV RISER 1 TO DWV RISER 3 RISER 2.1 RISER 2.2B RISER 2.2A 3" V 2ND FLOOR, FLOORS 3-4 SIMILAR 2ND FLOOR, FLOORS 3-4 SIMILAR AAV S-4 T-1 S-4 WC-2 L-2 WSHR-1 SD-1 4" W 1 1/2" W 3" W 2" W 3" W 1 1/2" W 1 1/2" V 1 1/2" V 2" W 2" W 1 1/2" W 2" W 1 1/2" W 1 1/2" V 4" V 4"VTR2" V4" V 3" V TO DWV RISER 2 RISER 3A RISER 3B RISER 3C AAV SECOND FLOOR, FLOORS 3-4 SIMILAR 1 1/2" V 3"VTR 1 1/2" V 1 1/2" V 1 1/2" V 1 1/2" W SHW-2 WC-2 WC-2 L-2 L-2 T-1 WSHR-1 WC-2 L-2 SHW-3 L-2 L-2 WC-2 WSHR-1 L-2 WC-2 2ND FLOOR, FLOORS 3-4 SIMILAR 3"VTR 3"VTR 3"VTR 3" W 2" W 1 1/2" V 3" W 3" W 1 1/2" V T-1 SD-1 WSHR-1 2" W 1 1/2" W3" W3" W 2" W 3" W 3" W 1 1/2" W 2" W 3" W 2" W3" W 3" W 1 1/2" W RISER 4.1A RISER 4.1B RISER 4.1C RISER 4.2A RISER 4.2B 4" W 4" W 2ND FLOOR, FLOORS 3-4 SIMILAR 5TH FLOOR 5TH FLOOR 3"VTR WC-2 L-2 WC-2 L-2 SHW-2 WSHR-1 SD-1 4" W 1 1/2" W 1 1/2" V 3" W 2" W 2" W 3" W 2" W 2" W 3" W 1 1/2" V1 1/2" V 3" W 3" W 1 1/2" V 1 1/2" V 3"VTR 3"VTR TO RISER 6 RISER 5A RISER 5B 2ND FLOOR, FLOORS 3-5 SIMILAR. FLOORS 3-4 FAMILIAR FOR RISER 5A 1 1/2" V S-4 WSHR-1 SD-1 S-4 WC-2 L-2 T-1 T-1 WC-2 L-2 TO RISER 6D-6E RISER 6A RISER 6B RISER 6C 2" W 3" W 3" W 1 1/2" W 3" W 4" W 1 1/2" W 3" W 4" W 1 1/2" V 1 1/2" W 3" W 3" W 2" V 3"VTR 2" V 1 1/2" V 1 1/2" V 1 1/2" V 3"VTR RISER 6 2ND FLOOR , FLOORS 3-5 SIMILAR T-1 S-4 TO RISER 6A-6C 3" W 1 1/2" W 1 1/2" W 2" W 2" V 1 1/2" V 1 1/2" V 1 1/2" W 1 1/2" W 3"VTR 1 1/2" V2" V TO RISER 5 RISER 6D RISER 6E 2ND FLOOR , FLOORS 3-4 SIMILAR 5TH FLOOR 2ND FLOOR , FLOORS 3-5 SIMILAR S-4 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION DWV RISERS 1-6 ISOMETRICS P502 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1DWV RISER 1 2 DWV RISER 2 3 DWV RISER 3 4DWV RISER 4 5 DWV RISER 5 7 DWV RISER 6A-6C6DWV RISER 6D-6E DWV GENERAL NOTES: 1. ALL HORIZONTAL QUARTER BENDS SHALL BE LONG SWEEPS. 2. ALL RISERS BASE QUARTER BENDS SMALLER THAN 4" SHALL BE LONG SWEEPS. 3. PROVIDE WALL OR FLOOR CLEANOUT AT THE BASE OF ALL SANITARY STACKS AT THE 1ST FLOOR AND AT PENETRATIONS OF 2ND FLOOR. COORDINATE ALL CLEANOUT LOCATIONS AND ACCESS POINTS WITH OWNER. WALL CLEANOUT COVERS IN APARTMENTS SHALL BE PRIMED FOR PAINTING. ALL OTHER WALL CLEANOUT COVER FINISHES SHALL BE COORDINATED WITH OWNER. 4. REFER TO P001/3 AND P001/4 FOR TYPICAL WSHR-1/SD-1 DESIGN. T-1 WC-2 L-2 S-4 WSHR-1 WSHR-1 SD-1 2" W 1 1/2" V 2" V 3" W 4" W 3" W 1 1/2" V 2" W 3" W 2" V 3" W 3" W 2" V1 1/2" W 2" V 3"VTR 3"VTR 2" V 2" V 1 1/2" V 2ND FLOOR, FLOORS 3-5 SIMILAR RISER 7B RISER 7C RISER 7A SHW-2 L-2 WC-2 FD-1 WSHR-1 SD-1 3" V 1 1/2" V 3"VTR 3"VTR3" V 3" V 1 1/2" V 1 1/2" V 1 1/2" V 3" W 3" W 3" W 4" W 3" W 2" W 1 1/2" V 3" W 1 1/2" V 2ND FLOORS, FLOORS 3-5 SIMILAR RISER 8.1A RISER 8.1B RISER 8.2 S-4 S-4 3" W 1 1/2" W 1 1/2" V 2" V 2" W 3"VTR 2ND FLOOR, FLOORS 3-5 SIMILAR S-4 SD-1 WSHR-1 WSHR-1 3" W 1 1/2" V 2" W 3"VTR 2ND FLOOR, FLOORS 3-5 SIMILAR RISER 10.1 RISER 10.2 3"VTR S-4 S-4 S-4 SD-1 WSHR-1 WSHR-1 3"VTR3"VTR 3" W 3" W3" W 2" W 1 1/2" V 2" W 3" W 1 1/2" W 1 1/2" V 1 1/2" W 3" W 2" W 1 1/2" V 3" W RISER 11.2B RISER 11.2A RISER 11.1 2ND FLOOR, FLOORS 3-5 SIMILAR 3"VTR 3"VTR 1 1/2" V 1 1/2" V 1 1/2" V 1 1/2" W 2" W WC-2 WSHR-1 SD-1 L-2 4" W SHW-1 3" W 3" W 1 1/2" W 2" W 1 1/2" V 3" W 1 1/2" V 2" V 3" V 2" V 3"VTR 2ND FLOOR, FLOORS 3-5 SIMILAR L-2 WC-2 T-1 WC-2 L-2 2" V 3" W 3" W 2" W 1 1/2" V 3" V 3" V 3"VTR 2ND FLOOR, FLOORS 3-5 SIMILAR RISER 13.1 RISER 13.2 S-4 S-4 WSHR-1 SD-1 3" W 2" W 1 1/2" V 2" W 3" W 2" W 1 1/2" V T-1 RISER 14C RISER 14A RISER 14B 1 1/2" V 1 1/2" W 3"VTR 3"VTR 1 1/2" V 1 1/2" V 1 1/2" V 1 1/2" V 1 1/2" W 2ND FLOOR, FLOORS 3-5 SIMILAR S-4 S-4 3"VTR 3"VTR 1 1/2" W 1 1/2" W 2" W 2" W 3" W 1 1/2" W 3" W 1 1/2" W RISER 15B RISER 15A AAV AAV 2ND FLOOR, FLOORS 3-5 SIMILAR T-1 T-1 L-2 L-2 L-2 WC-2 WC-2 T-1 T-1 WC-2 WC-2 L-2 L-2 SD-1 WSHR-1 WSHR-1 SD-1 3"VTR 3"VTR 3" V 2" V 2" V 2" V 1 1/2" V 1 1/2" V 3" W 3" W 3" W 3" W 2" W 2" W 3" W 4" W 2" W 3" W 1 1/2" W 3" W 4" W 4" W RISER 16A RISER 16B RISER 16C RISER 16E RISER 16D RISER 16F 2ND FLOOR, FLOORS 3-5 SIMILAR AAV ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION DWV RISERS 7-16 ISOMETRICS P503 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1DWV RISER 7 2 DWV RISER 8 3 DWV RISER 9 4 DWV RISER 10 5 DWV RISER 11 6DWV RISER 12 7 DWV RISER 13 8 DWV RISER 14 9 DWV RISER 15 10 DWV RISER 16 DWV GENERAL NOTES: 1. ALL HORIZONTAL QUARTER BENDS SHALL BE LONG SWEEPS. 2. ALL RISERS BASE QUARTER BENDS SMALLER THAN 4" SHALL BE LONG SWEEPS. 3. PROVIDE WALL OR FLOOR CLEANOUT AT THE BASE OF ALL SANITARY STACKS AT THE 1ST FLOOR AND AT PENETRATIONS OF 2ND FLOOR. COORDINATE ALL CLEANOUT LOCATIONS AND ACCESS POINTS WITH OWNER. WALL CLEANOUT COVERS IN APARTMENTS SHALL BE PRIMED FOR PAINTING. ALL OTHER WALL CLEANOUT COVER FINISHES SHALL BE COORDINATED WITH OWNER. 4. REFER TO P001/3 AND P001/4 FOR TYPICAL WSHR-1/SD-1 DESIGN. 1 T-1 FD-1 WC-2 L-2 1 1/2" W 2" W 3" W 1 1/2" V 3" W 3"VTR 3"VTR RISER 17 2ND FLOOR, FLOORS 3-5 SIMILAR T-1 SD-1 WSHR-1 3"VTR 1 1/2" V 2" V 1 1/2" V 2" V 3" W 2" W 3" W RISER 18A RISER 18B RISER 18 2ND FLOOR, FLOORS 3-5 SIMILAR T-1 WC-2 L-2 RISER 19B RISER 19A 1 1/2" V 1 1/2" W 3" W 3" W 1 1/2" V 1 1/2" V 1 1/2" V 2" W 2" V 3" V 2" V 2" V 3"VTR 2ND FLOOR, FLOORS 3-5 SIMILAR . 2ND FLOOR WESTERN DWV LAYOUT NOT SHOWN, IDENTICAL AS EASTERN SIDE WESTERN SIDE T-1 T-1 3"VTR 2" V 1 1/2" V 3" W 1 1/2" V 2" W 3" V 2ND FLOOR, FLOORS 3-5 SIMILAR T-1 WC-2WSHR-1 L-2 SD-1 FD-1 FD-1 FD-1 1 1/2" V 2" W 3" W3" W 3" W 1 1/2" V 1 1/2" V 2" V 3" W 2" V 3" W 1 1/2" V 3" W 2" V 1 1/2" V 3" V 3"VTR 3" W 1 1/2" V 2ND FLOOR, FLOORS 3-5 SIMILAR PENTHOUSE T-1 T-1 3"VTR 2" V 1 1/2" V 2" V 1 1/2" V 2" W 3" W 2ND FLOOR, FLOORS 3-5 SIMILAR ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION DWV RISERS 17-24 ISOMETRICS P504 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1DWV RISER 17 2 DWV RISER 18 3 DWV RISER 19 4 DWV RISER 20 5 DWV RISER 23 6DWV RISER 24 DWV GENERAL NOTES: 1. ALL HORIZONTAL QUARTER BENDS SHALL BE LONG SWEEPS. 2. ALL RISERS BASE QUARTER BENDS SMALLER THAN 4" SHALL BE LONG SWEEPS. 3. PROVIDE WALL OR FLOOR CLEANOUT AT THE BASE OF ALL SANITARY STACKS AT THE 1ST FLOOR AND AT PENETRATIONS OF 2ND FLOOR. COORDINATE ALL CLEANOUT LOCATIONS AND ACCESS POINTS WITH OWNER. WALL CLEANOUT COVERS IN APARTMENTS SHALL BE PRIMED FOR PAINTING. ALL OTHER WALL CLEANOUT COVER FINISHES SHALL BE COORDINATED WITH OWNER. 4. REFER TO P001/3 AND P001/4 FOR TYPICAL WSHR-1/SD-1 DESIGN. 1 T-1 WC-2 L-2 L-2 WC-2 S-4 WSHR-1 SD-1 WC-3L-2 WC-3 L-2 S-4 S-4 WSHR-1 WSHR-1 SD-1 L-2 WC-3 WC-3 L-2 S-4 S-4 WSHR-1 WSHR-1 SD-1 WC-3 L-2 WC-3 L-2 3" W 3" W 3" W 3" W 3" W 3" W 3" W 6" W 3" W 3" W 3" W 4" W 3" W 1 1/2" W 3" W 3" W 4" W 3" W 3" W 3" W 3" W 3" W 3" W1 1/2" V 2" V 2" W 2" W 2" V 2" V 3"VTR 2" V 2" V 3"VTR 2" V 3"VTR 3"VTR 3"VTR 3"VTR 3"VTR 3"VTR 3"VTR 2ND FLOOR, FLOORS 3-5 SIMILAR RISER 25A RISER 25B RISER 25C RISER 25D RISER 25ERISER 25F RISER 25G RISER 25H RISER 25I 1 1/2" V FROM S-3 2" V FROM FD-3 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION DWV RISER 25 ISOMETRIC P505 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1DWV RISER 25 DWV GENERAL NOTES: 1. ALL HORIZONTAL QUARTER BENDS SHALL BE LONG SWEEPS. 2. ALL RISERS BASE QUARTER BENDS SMALLER THAN 4" SHALL BE LONG SWEEPS. 3. PROVIDE WALL OR FLOOR CLEANOUT AT THE BASE OF ALL SANITARY STACKS AT THE 1ST FLOOR AND AT PENETRATIONS OF 2ND FLOOR. COORDINATE ALL CLEANOUT LOCATIONS AND ACCESS POINTS WITH OWNER. WALL CLEANOUT COVERS IN APARTMENTS SHALL BE PRIMED FOR PAINTING. ALL OTHER WALL CLEANOUT COVER FINISHES SHALL BE COORDINATED WITH OWNER. 4. REFER TO P001/3 AND P001/4 FOR TYPICAL WSHR-1/SD-1 DESIGN. 5. REFER TO P001/5 FOR TYPICAL BACKOUTLET TOILET DETAIL FOR UNITS 211-216. 1 3"VTR 3" W 2" V 1 1/2" V 2" W 3" W 3" W L-2 WC-2 T-1 2ND FLOOR, FLOORS 3-5 SIMILAR S-4 WSHR-1 WSHR-1 SD-1 S-4 S-4 3" W 4" W 4" W 3" W 2" W 1 1/2" V2" W 2" V 2" V 3"VTR3" V 2" V 3" V 3"VTR 1 1/2" V 3" W 3" W3" W 2" V RISER 27.1 RISER 27.2 RISER 27.2A RISER 27.2B 2ND FLOOR, FLOORS 3-5 SIMILAR SHW-2 WC-2L-2 L-2 3" W 2" V 2" W 2" W 1 1/2" W 3" W 3"VTR 2ND FLOOR, FLOORS 3-5 SIMILAR 3" W 3"VTR 3"VTR 3"VTR 3"VTR 3"VTR T-1 WC-2 L-2 S-4 T-1 WC-2 L-2 WSHR-1 WSHR-1 SD-1 3" W 1 1/2" V 3" W 2" W 1 1/2" V 2" V 2" V 1 1/2" V 2" W 2" V 1 1/2" W 3" W 4" W 3" W 1 1/2" W 1 1/2" V 2" V 3" V 2" V 2" V 3" W 4" WRISER 29.1 RISER 29.2 RISER 29.2A RISER 29.2B RISER 29.2C RISER 29.2D 2ND FLOOR, FLOORS 3-5 SIMILAR 2ND FLOOR, FLOORS 3-5 SIMILAR S-4 S-4 S-4 S-4 L-2 WC-2 WC-2 T-1 T-1 L-2 WSHR-1 WSHR-1 S-4 WC-2L-2 WC-2 L-2 BACK TO BACK WSHR-1/SD-1 ASSEMBLY FROM RISER 40 FROM 1ST FLOOR FIXTURES FROM 1ST FLOOR FIXTURES 2ND FLOOR 2ND FLOOR, 3RD FLOOR SIMILAR 3RD FLOOR, FLOORS 4-5 SIMILAR 4TH FLOOR, 5TH FLOOR SIMILAR RISER 30.1 RISER 30.2 RISER 30.2B RISER 30.2A RISER 30.2AA RISER 30.2AB RISER 30.2ABC 3"VTR 1 1/2" V 3"VTR2" V 2" V 1 1/2" W 3" W 3"VTR 3"VTR 3" W 3" W 3" W 1 1/2" V 2" W 3" W 1 1/2" V3" W 1 1/2" W 1 1/2" V 1 1/2" W 1 1/2" V 3" W 4" W 2" V 2" W 3" W 3" W FROM RISER 31 2" V T-1 WC-2 L-2T-1 S-4 WC-2 L-2 SHW-3 WSHR-1 SD-1 S-4 WSHR-1 L-2 WC-2 T-1 WC-2 SHW-3 L-2 RISER 32.2 RISER 32.1 RISER 32.3 RISER 31.2 RISER 31.1 TO RISER 30 TO RISER 33 2" V 1 1/2" V 3" W 3" W 4" W 4" W 3" W 3" W 3" W 3" W 1 1/2" V 2" V 2" V 1 1/2" V 1 1/2" V 2" V 3" W 2" W 2" W 1 1/2" W 1 1/2" V 1 1/2" V 1 1/2" V T-1 WC-2L-2 L-2 WC-2 T-1 T-1 WC-2 L-2 FROM RISER 32 RISER 33A RISER 33B 3" W 2" W 2" W 3" W 1 1/2" V 3" W 2" W 2" V 3"VTR S-4 T-1 L-2WC-2 WSHR-1 SD-1 AAV RISER 34.1 RISER 34.2 RISER 34.3 2ND FLOOR, 3RD FLOOR SIMILAR 3"VTR 3" W 3" W 1 1/2" V 3" W 3" W 1 1/2" W 1 1/2" V 1 1/2" V 2" V 2" W 3" W WC-2 L-2 WC-2 L-2 SHW-2 T-1 S-4 WSHR-1 WC-2 L-2 RISER 35.1 RISER 35.2 RISER 35.5 RISER 35.3 RISER 35.4 4TH FLOOR, 5TH FLOOR SIMILAR 2ND FLOOR, 3RD FLOOR SIMILAR FROM RISER 37 3"VTR 2" V 1 1/2" W 2" V 1 1/2" V 2" W1 1/2" W 3" W 3" W 2" W 3" W 3" W 2" W 1 1/2" V 2" W 3" W 3" W 3" W 3" W 2" V 3" W 2" V 3" V 3"VTR 3"VTR SHW-2 S-4 FROM RISER 35 FROM RISER 38 RISER 36 RISER 37 1 1/2" V 2" V 2" V 1 1/2" V 1 1/2" V 1 1/2" V 2" W 2" W 2" W 1 1/2" V 1 1/2" W 2" W 1 1/2" W 1 1/2" W 2" W 2ND FLOOR, 3RD FLOOR SIMILAR S-4 S-4 2" W 2" W 1 1/2" W 1 1/2" V FROM RISER 37 1 1/2" V S-4 WSHR-1 SD-1WSHR-1 SD-1 T-1 WC-2 L-2 FROM SD-1 BELOW 2" V RISER 39A RISER 39B RISER 39C 2ND FLOOR, FLOORS 3-5 SIMILAR 2ND FLOOR, FLOOR 3 SIMILAR 4TH FLOOR, FLOOR 5 SIMILAR 2" W 4" W 3" W 2" V 3" W 2" V 4" W 3" W 3" W 2" V 3"VTR 3"VTR 3"VTR T-1 T-1 FROM EWC-1 FROM RISER 30 FROM FD-1 2" W2" W 1 1/4" V 1 1/2" V 2" V ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION DWV RISERS 26-40 ISOMETRICS P506 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET DWV GENERAL NOTES: 1. ALL HORIZONTAL QUARTER BENDS SHALL BE LONG SWEEPS. 2. ALL RISERS BASE QUARTER BENDS SMALLER THAN 4" SHALL BE LONG SWEEPS. 3. PROVIDE WALL OR FLOOR CLEANOUT AT THE BASE OF ALL SANITARY STACKS AT THE 1ST FLOOR AND AT PENETRATIONS OF 2ND FLOOR. COORDINATE ALL CLEANOUT LOCATIONS AND ACCESS POINTS WITH OWNER. WALL CLEANOUT COVERS IN APARTMENTS SHALL BE PRIMED FOR PAINTING. ALL OTHER WALL CLEANOUT COVER FINISHES SHALL BE COORDINATED WITH OWNER. 4. REFER TO P001/3 AND P001/4 FOR TYPICAL WSHR-1/SD-1 DESIGN. 1DWV RISER 26 2 DWV RISER 27 3 DWV RISER 28 4 DWV RISER 29 5 DWV RISER 30 6DWV RISER 31 and 32 7 DWV RISER 33 8 DWV RISER 34 9 DWV RISER 35 10DWV RISER 36 AND 37 11 DWV RISER 38 12 DWV RISER 39 13DWV RISER 40 1 4" DOMESTIC WATER METER 1" RW 1" RW 3" CW 3" TW 2 1/2" CW 2 1/2" CW 2 1/2" TW 1" TW 1" CW 1 1/4" CW 1 1/4" TW 1 1/2" TW 1 1/2" CW 1 1/4" TW 1 1/4" CW 2" TW 2" CW 1 1/2" TW 1 1/2" CW 1 1/2" CW 1 1/2" TW 2" TW 2" CW 2 1/2" TW 2 1/2" CW 1 1/4" TW 1 1/4" CW 3/4" TW 1 1/4" CW 1 1/2" TW 1 1/4" TW 1" TW 1 1/4" CW 1 1/4" CW 1 1/2" CW 2 1/2" TW 3" CW 3" TW 4" CW 2" TW 2 1/2" TW 2 1/2" CW 2" TW 1 1/2" TW 1 1/2" CW 1 1/4" TW 1 1/4" CW 1 1/2" CW 1 1/2" TW 1" CW 1" TW 1" CW 1" TW 1" RW 1" RW 3/4" RW 1" RW TO HB-2 TO COFFEE MAKER TO FIRE PLACE TO S-1 RPZ-1 DCVA-1 DCVA-2 4" CW 1 1/2" CW 1 1/2" CW 1 1/2" CW TO COMMERCIAL SPACE 1/2" CW 1/2" CW 1/2" CW 1/2" CW 1" RW 1/2" CW TO SPRINKLER SERVICE 1/2" CW 1/2" CW 1/2" TW1/2" CW 1/2" CW HB-1 1/2" CW 1/2" TW 1/2" TW 1/2" CW S-3 HB-2 HB-2 HB-2 1" RW 1" RW 1" RW HOSE BIB IN TRASH ROOM 1/2" CW 6" CW 8" 2ND FLOOR 12' -0" 3RD FLOOR 22' -0" 4TH FLOOR 32' -0" 5TH FLOOR 42' -0" ROOF 52' -0" 2ND FLOOR 406.54 3RD FLOOR 22' -0" 4TH FLOOR 32' -0" 5TH FLOOR 42' -0" ROOF 52' -0" 2ND FLOOR 406.54' 3RD FLOOR 416.54' 4TH FLOOR 426.54' 5TH FLOOR 436.54' ROOF 446.54' 2ND FLOOR 406.54' 3RD FLOOR 416.54' 4TH FLOOR 426.54' 5TH FLOOR 436.54' ROOF 446.54' PROVIDE CIRCUIT SETTER, BALANCE RECIRCULATION SYSTEM TYPICAL 1 BATHROOM MANIFOLD PROVIDE NEXTCENTURY MULTI-JET M201C AND M201CH COLD AND HOT WATER SUBMETER BETWEEN RISER AND MANIFOLD ACCESSIBLE WITHIN MANIFOLD ACCESS PANEL. TYPICAL FOR ALL APARTMENTS ON ALL FLOORS. 3/4" CW 3/4" TW 1" TW 1" CW 1" TW 1/2" CW 1/2" TW 3/4" CW 3/4" CW 3/4" TW 3/4" TW 1/2" RW 1 1 ACCESS PANEL 1" CW PROVIDE SHUT OFF ON EACH RISER 1 L-2 WC-2 WSHR-1 S-4 1" CW 1" TW 1/2" TW 1/2" CW 1/2" CW1/2" TW 1/2" TW 1/2" CW 1/2" CW SHW-2 3/8" TW VALVED CONNECTION TO DISHWASHER 1/4" CW VALVED CONNECTION TO FRIDGE 1/2" TW1/2" CW 2ND FLOOR 12' -0" 3RD FLOOR 22' -0" 4TH FLOOR 32' -0" 5TH FLOOR 42' -0" 2ND FLOOR 406.54 3RD FLOOR 22' -0" 4TH FLOOR 32' -0" 5TH FLOOR 42' -0" 2ND FLOOR 406.54' 3RD FLOOR 416.54' 4TH FLOOR 426.54' 5TH FLOOR 436.54' 2ND FLOOR 406.54' 3RD FLOOR 416.54' 4TH FLOOR 426.54' 5TH FLOOR 436.54' 1" CW 3/4" TW 3/4" CW 1" TW 1/2" RW 3/4" CW 3/4" TW 1" CW1" TW PROVIDE CIRCUIT SETTER, BALANCE RECIRCULATION SYSTEM TYPICAL 2 BATHROOM MANIFOLDS PROVIDE NEXTCENTURY MULTI-JET M201C AND M201CH COLD AND HOT WATER SUBMETER BETWEEN RISER AND MANIFOLD ACCESSIBLE WITHIN MANIFOLD ACCESS PANEL. TYPICAL FOR ALL APARTMENTS ON ALL FLOORS. ACCESS PANEL PROVIDE SHUT OFF ON EACH RISER 1/2" CW1/2" TW 1/2" CW 1/2" TW 1/2" CW1/2" TW 1/2" CW 1/2" TW 1/2" CW 1/2" CW 1/2" CW 1/2" TW 1/2" CW 1/2" TW T-1 WC-2 L-2 WC-2 T-1 WSHR-1 S-4 L-2 1/4" CW VALVED CONNECTION TO FRIDGE 3/8" TW VALVED CONNECTION TO DISHWASHER 1ST FLOOR 0' -0" 2ND FLOOR 12' -0" 1ST FLOOR 394.54' 2ND FLOOR 406.54' DCVA-1 RPZ-1 1 1/2" CW 3" CW 4" CW 8" 4" CW 4" CW FROM DOMESTIC WATER METER TO UPPER FLOORS AND EASTERN COMMERCIAL SPACES TO WESTERN AMENITRY SPACES MAINTAIN 1" MINIMUM AIRGAP BACKFLOW PRVENTION CLEARANCE GUIDELINES • ALL ASSEMBLIES SHALL BE INSTALLED WITH A CENTERLINE HEIGHT OF 30" TO 60" AFF. • A MINIMUM OF 12" OF CLEARSPACE SHALL BE MAINTAINED ABOVE THE ASSMBLY. • A MINIMUM OF 30" OF CLEAR SPACE SHALL BE MAINTAINED BETWEEN THE FRONT SIDE OF THE DEVICE AND THE NEAREST WALL OR OBSTRUCTION. • AT LEAST 8" CLEARANCE SHALL BE MAINTAINED FROM THE BACK SIDE OF THE DEVICE TO THE NEAREST WALL OR OBSTRUCTION. • ALL RPZ DEVICES MUST HAVE 18" MINIMUM CLEARANCE MAINTAINED BETWEEN THE BOTTOM OF THE RELIEF VALVE AND THE FLOOR. ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 1/4" = 1'-0" DOMESTIC ISOMETRIC AND DETAILS P507 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 1DOMESTIC ISOMETRIC P507 GENERAL NOTES: 1. A 3/4" TEMPERED AND COLD WATER BRANCH LINE SHALL BE PROVIDED TO EACH STUDIO AND 1 BEDROOM APARTMENT AND A 1" TEMPERED AND COLD WATER BRANCH LINE SHALL BE PROVIDED TO EACH 2 BEDROOM APARTMENT. 2. EACH APARTMENT BRANCH LINE SHALL BE CONNECTED TO A COLD AND TEMPERED WATER MANIFOLD LOCATED WITHIN THE APARTMENT. AN ISOLATING BALL VALVE SHALL BE PROVIDED AT THE MANIFOLD. 3. EACH FIXTURE SHALL BE FEED WITH A 1/2" PEX HOME RUN FROM THE MANIFOLD. 4. ALL FIRST FLOOR FIXTURES ON THE RESIDENTIAL SIDE SHALL BE PROVIDED TEMPERED WATER FROM THE 2ND FLOOR TEMPERED WATER LOOP IN COMPLIANCE WITH 2020 ENERGY CONSERVATION CODE OF NYS SECTION C404.5. 5. PROVIDE 1/4" COLD WATER LINE TO FRIDGE AND 3/8" TEMPERED WATER LINE TO DISHWASHER. TEE OFF OF KITCHEN SINK SUPPLIES, PROVIDE BALL VALVES AT TEE ACCESSIBLE FROM WITHIN SINK CABINET. 6. COORDINATE 30" X 30" ACCESS PANEL FOR DOMESTIC WATER SUPPLY MANIFOLD WITH ARCHITECT. ALL BALL VALVES AND BALANCE VALVE MUST BE ACCESSIBLE. WATER METERS MUST BE READABLE. ACCESS PANEL DOOR SHALL BE REMOVABLE. 7. PROVIDE SHUT OFF AT THE START OF EACH RISER IN CEILING. 8. ALL DOMESTIC WATER FIXTURE SUPPLIES FOR ISLAND SINKS AND FIXTURES ON EXTERIOR WALL SHALL BE PROVIDED BELOW FLOOR UNLESS OTHERWISE NOTED. 1/4" = 1'-0" 6 TYPICAL 1 BATHROOM APARTMENT DOMESTIC WATER RISER 1/4" = 1'-0" 4 TYPICAL APARTMENT DOMESTIC WATER DISTRIBUTION PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1/4" = 1'-0" 2 TYPICAL 2 BATHROOM APARTMENT DOMESTIC WATER RISER 1/4" = 1'-0" 5 TYPICAL 2 BATHROOM APARTMENT DOMESTIC LAYOUT1/4" = 1'-0" 3DOMESTIC WATER SERVICE BACKFLOW PREVENTION DETAIL HB-2 HB-2 RD-1 RD-1 RD-3 RDN-1 RDN-1 RDN-3 3" RL 3" RL 3" RL 3" RL 4" RL 4" RL COORDINATE WITH CIVIL RDN-3 RD-1 RD-3 4" RL 4" RL 3" RL 3" RL 4" RL RDN-1 6" RL 4" RL 3" RL 8" RL 10" RL 4" RL 6" RL 4" RL 2" RL 2" RL RD-3 RD-1 RDN-1 RD-3 4" RL 4" RL 3" RL 4" RL 3" RL 4" RL 4" RL 4" RL 4" RL RD-3 AD-1 4" RL 4" RL 4" RL 2" RL 2" RL 6" RL RD-2 RD-2 2" RL2" RL 3" RL 6" RL RDN-3 RDN-3 RD-3 4" RL 4" RL RD-2 2" RL 2" RL RD-1 RD-2 RDN-2 RD-2 2" RL 2" RL 2" RL RDN-3 RDN-2 RDN-1 RD-1 RD-3 RDN-1 6" RL RD-1 3" RL 3" RL 3" RL 3" RL RD-1 2" RL 2" RL 3" RL 3" RL 3" RL 3" RL 10" RL 3" RL 3" RL 2" RL 6" RL CO-1 6" RL 4" RL 4" RL 4" RL 4" RL COORDINATE WITH CIVIL COORDINATE WITH CIVIL RD-2 RD-2 COORDINATE WITH CIVIL 10" RL 4" RL 3" RL 2" RL 2" RL 3" RL 3" RL 4" RL RISER ST1-P RISER ST2-P RISER ST3-P RISER ST4-P RISER ST5-P RISER ST6-P RISER ST7-P RISER ST8-P RISER ST10-P RISER ST14-P RISER ST15-P RISER ST16-P RISER ST18-P RISER ST20-P RISER ST22-P RISER ST19-P RISER ST19/20-P RISER ST2-S RISER ST10-S RISER ST11-P RISER ST11-S RISER ST10/11-P RISER ST1-S RISER ST3-S RISER ST4-S RISER ST5-S RISER ST6-S RISER ST7-S RISER ST8-S RISER ST9-S RISER ST9-P RISER ST8/9-P RISER ST12-P RISER ST12-S RISER ST13-S RISER ST13-P RISER ST10/12/13-S RISER ST14-S RISER ST15-S RISER ST16-P RISER ST17-P RISER ST17-P RISER ST16/17-S RISER ST18-S RISER ST19-S RISER ST20-S RISER ST19/20-S RISER ST21-P RISER ST21-S RISER ST22-S RISER ST6/8/9-S 4" RL RISER ST12/13-P RISER ST14/15-P RISER ST17-S RISER ST16-P RISER ST17-P RISER ST16-S RISER ST21-S RISER ST18-S RISER ST23-P 4TH FLOOR ROOF 4TH FLOOR ROOF 2ND FLOOR ROOF 2ND FLOOR ROOF 1ST FLOOR 2ND FLOOR ROOF 2ND FLOOR ROOF 2ND FLOOR ROOF ENTRANCE ROOF AD-1 FIRST FLOOR 3RD FLOOR ROOF 3RD FLOOR ROOF 3RD FLOOR ROOF ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION STORM WATER ISOMTERIC P508 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1STORM ISOMETRIC STORM GENERAL NOTES: 1. PROVIDE WALL CLEANOUTS AT THE BASE OF ALL PRIMARY STORM RISERS .COORDINATE ALL CLEANOUT LOCATIONS AND ACCESS POINTS WITH OWNER. WALL CLEANOUT COVER FINISHES SHALL BE COORDINATED WITH OWNER. 2. UNLESS OTHERWISE NOTED, ROOF DRAINS ARE LOCATED ON 5TH FLOOR ROOF. 1 S S S AV VB PUMP P-2B AUTOMATIC AIR VENT AV-1 VACUUM BREAKER VB-1 FAIL CLOSED SOLENOID ZONE VALVE ZV-1 FAIL CLOSED SOLENOID ZONE VALVE ZV-1 FAIL OPEN SOLENOID ZONE VALVE ZV-2 FROM ADDITIONAL (17) HPWH-1, PROVIDE BALL VALVE ON EACH LINE TO ADDITIONAL (17) HPWH-1, PROVIDE BALL VALVE ON EACH LINE PUMP P-2A HPWH-1 WH-1 HWT-1 P-1 PUMP ET-1 TO BUILDING FROM BUILDING 1/2" 1/2" 3/4" 3/4" 3/4" 3" 3" 3" 1" HWT-1 HWT-1 FROM BUILDING MV-1 3/4" FS ASTAT FLOW SWITCH 1 AQUASTAT 2 ASTAT ASTAT ASTAT CHECK VALVE BUTTERFLY VALVE MANUAL BALANCING VALVE MANUAL BALANCING VALVE CHECK VALVE BUTTERFLY VALVE WH-1 HWT-1 HWT-1 HWT-1 ET-1 ALL HPWH-1 DOUBLED AND STACKED. HPWH-1HPWH-1 HB-2 HPWH-1HPWH-1HPWH-1HPWH-1HPWH-1HPWH-1HPWH-1 P-2B P-2A 3" HW 3" CW 3" TW 3" CW1" RW P-1 1" CW 1" HW 3/4" CW 3 P601ZV-1 ZV-2ZV-1 VB-1 MV-1 1/2" CW 1/2" TW 1 ROOF 52' -0" ROOF 52' -0" ELEV SHAFT ROOF 55' -11" ROOF 446.54' ROOF 446.54' 1 / 8 " / 1 ' 0 " HPWH-1 HPWH-1 HPWH-1 HPWH-1 HPWH-1 HPWH-1 HPWH-1HPWH-1 HPWH-1HPWH-1 HPWH-1 HPWH-1 HPWH-1HPWH-1HPWH-1HPWH-1 HPWH-1 HPWH-1 HEATPUMP BYPASS FOR BOILER 3/4" CW 3/4" CW 1/2" CW1/2" CW 1/2" HW 1/2" HW 3/4" HW3/4" HW 3/4" CW 3/4" CW 3' - 0 7/8"3' - 4 1/2" 1' - 7 3/4" ZV-2ZV-1 HPWH-1 HPWH-1 HPWH-1 HPWH-1 HPWH-1 HPWH-1 HPWH-1 HPWH-1 HPWH-1 HPWH-1 HPWH-1 HPWH-1 HPWH-1 HPWH-1 HPWH-1 HPWH-1 HPWH-1 HWT-1 HWT-1 HWT-1 WH-1 MV-1 ET-1 P-1 P-2A P-2B ZV-2 ZV-1 ZV-1 FD-1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION As indicated DOMESTIC HOT WATER SCHEMATIC P601 Taitem Engineering, PC 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT No Scale 1 DHW Schematic DOMESTIC HOT WATER PLANT GENERAL NOTES: 1. THE PRIMARY WATER HEATING SYSTEM SHALL BE PROVIDED BY A TOTAL OF (18) HPWH-1, (3) HWT-1, (1) WH-1. 2. EACH HEATPUMP WATER HEATER SYSTEM SHALL BE PROVIDED WITH AN AUTOMATIC DRAIN BACK SYSTEM MADE UP OF SOLENOID VALVES, VACUUM BREAKERS AND AIR ADMITTANCE VALVES. 3. VACUUM BREAKERS AND AIR ADMITTANCE VALVE SHALL BE MOUNTED ABOVE THE TOP OF HWT-1 4. 5 W/FT SELF REGULATING HEAT-TRACE TAPE SHALL BE PROVIDED ON ALL WATER PIPING LEAVING THE BUILDING ENVELOPE. 5. COLD WATER LINES BETWEEN FAIL OPEN SOLENOID VALVE AND HPWH-1 SHALL BE SLOPED BACK TO VALVE AT 1/8' / 1' AND SHALL NEVER GO ABOVE HPWH-1 ELEVATION. 6. DRAIN PIPING FROM FAIL OPEN SOLENOID VALVE TO FLOOR DRAIN WITH 6" AIR GAP. 7. THE HPWH-1 INLET AND OUTLET PIPES SHALL BE PIPED IN REVERSE RETURN ORDER TO ALLOW FOR PROPER PRESSURE AND FLOW BALANCING. THE FIRST HEATPUMP INLET SHALL BE THE LAST HEATPUMP OUTLET. 8. THE HWT-1 INLET AND OUTLET PIPES ON BOTH THE LOAD AND HEATPUMP SIDE OF THE SYSTEM SHALL BE PIPED IN REVERSE RETURN ORDER TO ALLOW FOR PROPER PRESSURE AND FLOW BALANCING. THE FIRST TANK INLET SHALL BE THE LAST HEATPUMP OUTLET. 9. THE ELECTRIC RESISTANCE BOILER WH-1 SHALL BE PIPED IN A "CLOSE SPACED TEE" ARRANGEMENT WITH AN INJECTOR PUMP. 10. MOUNT EACH HPWH-1 WITH QUICK SLING RACK. PROVIDE DRAIN PAN AND DRAIN AWAY FROM OTHER UNITS. 11. PROVIDE BALL VALVE ON EACH INLET AND OUTLET OF HPWH-1 12. PROVIDE TACO CLARITY 3 CONTROLLER. CONTRACTOR RESPONSIBLE FOR CONFIGURING CONTROLLER TO MEET SEQUENCE OF OPERATIONS. 13. ADJUST FLOW RATE FOR P-2A AND P-2B VIA BUTTERFLY VALVE AND MANUAL CIRCUIT SETTER TO PRODUCE 4.46 GPM. 14. PROVIDE AQUASTAT 1 AND 3 IN EACH HWT-1, CHAIN TOGETHER TO READ IDENTICAL TEMPERATURE AQUASTAT 3 SHALL BE FOR HPWH-1 REFER TO MANUFACTURERS INSTRUCTIONS FOR WIRING REQUIREMENTS. 15. ALL DISCONNECTS PROVIDED BY ELECTRICAL CONTRACTOR. 1/4" = 1'-0" 2 ROOF PLUMBING PLAN 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1/4" = 1'-0" 3 HPWH-1 PIPING 4DHW ISOMETRIC DOMESTIC HOT WATER PLANT SEQUENCE OF OPERATIONS. 1. HOT WATER PLANT HPWH-1 PRIMARY HEATING PROTOCOL A. HPWH-1 HAS INTEGRAL CONTROLS. HPWH-1 SHALL BE SET TO 150 F AND INTERNAL CONTROLS WILL DETERMINE SEQUENCE OF OPERATION. 2. HOT WATER PLANT WH-1 PRIMARY BACK UP HEATING PROTOCOL A. IF WH-1 AQUASTAT 1 SENSES HWT-1 IS BELOW TARGET TEMPERATURE (XXX F) AND FLOW METER 1 DOES NOT DETECT FLOW. P-2A TO TURN ON. B. IF P-2A IS ON AND AQUATSTAT 2 DETECTS TEMPERATURE BELOW 150 F TURN ON P-2B. C. WH-1 SHALL STAGE ELEMENTS DEPENDENT ON INLET TEMPERATURE. D. IF FLOW SWITCH 1 DETECTS FLOW TURN OFF P-2A AND P-2B. E. IF AQUASTAT 2 DETECTS TEMPERATURE (XXX F) TURN OFF P-2A AND P-2B. 3. HOT WATER PLANT HPWH-1 PRIMARY WH-1 SUPPLEMENTARY HEATING PROTOCOL A. IF AQUASTAT 1 DETECTS TEMPERATURE BELOW (XXX F) TURN ON P-2A B. IF P-2A IS ON AND AQUATSTAT 2 DETECTS TEMPERATURE BELOW 150 F TURN ON P-2B. C. WH-1 SHALL STAGE ELEMENTS DEPENDENT ON INLET TEMPERATURE. D. IF FLOW SWITCH 1 DETECTS FLOW TURN OFF P-2A AND P-2B. E. IF AQUASTAT 2 DETECTS TEMPERATURE (XXX F) TURN OFF P-2A AND P-2B. 4. POWER OUTAGE DURING HPWH-1 OPERATION A. DURING A POWER OUTAGE EVENT, THE SYSTEM IS DESIGNED TO AUTOMATICALLY PURGE HPWH-1 OF ALL WATER. ZONE VALVES ZV-1 (NORMALLY CLOSED WHEN DE-ENERGIZED) AND ZV-2 (NORMALLY OPEN WHEN GE-ENERGIZED) WILL OPEN OR CLOSE TO THEIR DE-ENERGIZED STATE. ZV-1 SHALL COMPLETELY ISOLATE THE HPWH-1 PIPING FROM THE REST OF THE PLANT. B. ONCE POWER IS RESTORED, ZV-1 AND ZV-2 WILL REVERT TO THEIR ENERGIZED STATE AND THE HPWH-1 SYSTEM WILL FILL AUTOMATICALLY. 1 TYPICAL HPWH-1 CONNECTIONS 1" 1" 3" 20210315 - 430-444 West State MLK Street - Structural Set.pdf ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION S S S ST TT TR R R RU U U UC C C CT TT TU U U UR R R RA A A AL LL L N N N NO O O OT TT TE EE ES S S S & & & & LEGEND LEGEND LEGEND LEGEND S S S S0 0 0 00 0 0 01 1 1 1 Taitem 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET FINISHED FLOOR ELEVATION F.F.E. ON CENTER SCHEDULE SAW CUT JOINT SECTION SLAB ON GRADE SPACING STANDARD TOP TYPICAL DETAIL TOP OF STEEL UNLESS NOTED OTHERWISE BOTTOM BOTTOM OF FOOTING CONCRETE CONNECTION CONTINUOUS THICKNESS = EMBEDMENT EQUAL EACH WAY EXISTING EXPANSION ELEVATIONS COLUMN HOT DIPPED GALVANIZED U.N.O. T.O.S. DET. TYP. (T) STD. SP. S.O.G. SEC. S.C.J SCHED. O.C. HDG COL. ELEVS. EXP. EXIST. E.W. EQ. EMBED. t= CONT. CONN. CONC. B.O.F. (B) ABBREVIATION LEGEND: WWFWELDED WIRE FABRIC POUNDS LBS. LONG MARKED MKD LG. T.O.W.TOP OF WALL S.F.SAFETY FACTOR TOP OF JOIST T.O.J. BOTTOM BOTT. FOUNDATION FDTN. BOTTOM OF BASE PLATE B.O.B. EACH FACE E.F. TOP OF FOOTING T.O.F. OR APPROVED EQUAL O.A.E. LAMINATED VENEER LUMBER LVL PRESSURE TREATED P.T. SPRUCE PINE FIR SPF SOUTHERN YELLOW PINE SYP EXTERIOR EXT. ISOLATION ISO. A OR G b12d D J db b4d D db A OR G 180° OR 2 1/2" MIN A OR G 90° HOOKS 8" 2'-0" 2'-7" 1'-0" 1'-2" 1'-4" 1'-7" 1'-10" 10" 6" J 180° HOOKS A OR G 10" 8" 7" 6" 11" 2'-3" 1'-7" 1'-5" 1'-3" 5" 1'-1 1/4" 1'-2 3/4" 1'-9 3/4" 6" 7" 8" 11 3/4" 3" 4" 5" "D", IN. BAR SIZE 5 1/4" 4 1/2" 3 3/4" 3" 12" 9 1/2" 6" #5 #6 #7 #4 #10 #14 #11 #9 #8 2 1/4" #3 10 3/4" 18 1/4" END HOOKS FOR ALL GRADES DIAMETER FINISHED BEND #1824"2'-4 1/2" 3'-0"3'-5"90° FLOOR FLR NOT IN CONTRACT NIC ENGINEER SO AS NOT TO OVERLOAD THE STRUCTURE OR IN ANY FURNISHING ALL TEMPORARY BRACING AND/OR SUPPORT THAT COMPLETION. THE CONTRACTOR IS RESPONSIBLE FOR THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON BE TAKEN FOR THE PILING OF CONSTRUCTION MATERIALS. OTHER WAY IMPAIR THE STRUCTURE. SAME PRECAUTION SHALL DEFINITE LOCATIONS MUST BE PREVIOUSLY APPROVED BY THE STRUCTURAL FLOORS OR ROOF AND ITS TEMPORARY AND/OR HORIZONTAL MOVEMENT OF ANY HEAVY EQUIPMENT OVER INCLUDE INSPECTION OF THE ABOVE ITEMS. VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT CONSTRUCTION METHODS AND/OR SEQUENCES. OBSERVATION MAY BE REQUIRED AS THE RESULT OF THE CONTRACTOR'S CONSTRUCTION PERIOD. MOVEMENTS OF STRUCTURAL ELEMENTS DURING THE SHALL RECOGNIZE AND CONSIDER THE EFFECTS OF THERMAL CONTRACTOR'S CONSTRUCTION AND/OR ERECTION SEQUENCES DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS. DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON REPRESENTATIVE. PROFESSIONAL OF RECORD OF SUCH DEVIATION AT THE TIME OF UNDERSTOOD EITHER OWNER OR HIS AUTHORIZED WHERE "OWNER" IS MENTIONED IN PLANS IT IS TO BE WRITTEN APPROVAL TO THE SPECIFIC DEVIATION. SUBMISSION, AND THE PROFESSIONAL OF RECORD HAS GIVEN UNLESS THE CONTRACTOR HAS SPECIFICALLY INFORMED THE RECORD REVIEW OF SHOP DRAWINGS, PRODUCT DATA, ETC., RESPONSIBILITY OF SUCH DEVIATION BY THE PROFESSIONAL OF THE CONTRACTOR SHALL NOT BE RELIEVED OF THE WRITING OF ANY DEVIATION FROM THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL INFORM THE ARCHITECT/ENGINEER IN IMMEDIATELY. BEFORE LAYING OUT THE WORK. PLANS. THE ARCHITECTS AND ENGINEERS SHALL BE NOTIFIED DISCREPANCY ARISES IN THE STRUCTURAL AND ARCHITECTURAL FIELD CONDITIONS PRIOR TO STARTING CONSTRUCTION. IF ANY CONTRACTOR MUST VERIFY ALL DIMENSIONS AND EXISTING PLANS AGAINST THE DIMENSIONS ON ARCHITECTURAL PLANS CONTRACTOR MUST VERIFY ALL DIMENSIONS ON STRUCTURAL POURED. MECHANICAL AND PLUMBING PLANS BEFORE THE CONCRETE IS CONDUITS, ETC., SHOWN OR NOTED IN ARCHITECTURAL AND/OR LOCATION OF ALL ANCHORS, INSERTS BOLTS, SLEEVES, CONTRACTOR MUST PROVIDE, SET AND VERIFY DIMENSIONS AND REFERENCES: DESIGN, FABRICATION & CONSTRUCTION WORK SHALL COMPLY NOT SHOWN OR OMITTED ON THE DRAWINGS. NOTIFY THE STRUCTURAL ENGINEER IN ADVANCE OF CONDITIONS STRUCTURAL ENGINEER SHALL BE CONSULTED. THESE STRUCTURAL DRAWINGS AND/OR SPECIFICATIONS, THE IN CASE OF DOUBT IN THE INTERPRETATION OF ANY ASPECT OF SITUATIONS ELSEWHERE UNLESS NOTED OTHERWISE. INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR STANDARDS REFERENCED THEREIN: AMERICAN WELDING SOCIETY (AWS) DESIGN LOADS: STEEL DECK INSTITUTE (SDI) CONCRETE REINFORCING STEEL INSTITUTE (CRSI) AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) NEW YORK STATE UNIFORM CODE AMERICAN CONCRETE INSTITUTE (ACI) CODES AND SPECIFICATIONS THEIR COMMENTARIES AND THE WITH THE REQUIREMENTS AND PROVISIONS OF THE FOLLOWING ALL DETAILS, SECTIONS AND NOTES SHOWN ON DRAWINGS ARE GENERAL NOTES: FOR ADDITIONAL REQUIREMENTS. NO OPENINGS, OTHER THAN THOSE SHOWN ON THE STRUCTURAL REQUIREMENTS INTO THEIR SHOP DRAWINGS AND WORK. CONTRACTOR IS RESPONSIBLE FOR COORDINATING SUCH ARCHITECTURAL, ELECTRICAL AND MECHANICAL DRAWINGS. STRUCTURAL DRAWINGS ARE INTENDED TO BE USED WITH SPECIFICATIONS. REFER TO THE PROJECT SPECIFICATIONS THESE GENERAL NOTES SUPPLEMENT THE PROJECT ENGINEER. ARCHITECT/ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR LIMITING THE AMOUNT ARCHITECTURAL AND MECHANICAL DRAWINGS FOR SUCH OPENINGS. SHOWN ON THE STRUCTURAL DRAWINGS. REFER TO OPENINGS 1'-4" AND LESS ON A SIDE ARE GENERALLY NOT SHALL BE MADE WITHOUT THE WRITTEN APPROVAL OF THE NO CHANGE IN SIZE OR DIMENSION OF STRUCTURAL MEMBERS WITHOUT THE WRITTEN APPROVAL OF THE STRUCTURAL DRAWINGS, SHALL BE MADE IN ANY STRUCTURAL MEMBER OF THE FRAMING AT THE TIME THE LOADS ARE IMPOSED. CONSTRUCTION LOADS SHALL NOT EXCEED THE DESIGN CAPACITY OF CONSTRUCTION LOAD IMPOSED UPON STRUCTURAL FRAMING. 2. 1. 6. 5. 4. 3. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 7. 6. 5. 4. 3. 2. 1. ARE NOT AUTHORIZED TO REVOKE, ALTER, RELAX, ENLARGE OR TECHNICIANS. AGENCY AND INSPECTOR. RECORDS OF INSPECTIONS SHALL BE KEPT AVAILABLE TO THE RECORDS SHALL BE PRESERVED BY THE INDEPENDENT TESTING FOR TWO YEARS AFTER COMPLETION OF THE PROJECT. BUILDING OFFICIAL DURING PROGRESS OF THE WORK AND THE CONTRACTOR SHALL NOTIFY THE TESTING AGENCY AND/OR INSPECTOR ALL REASONABLE FACILITIES SHALL BE MADE AVAILABLE FOR TESTING AND INSPECTIONS. A MINIMUM OF 48 HOURS IN ADVANCE OF ALL WORK REQUIRING THE CONTRACTOR, OR BE A PARTY TO SCHEDULING OF WORK. RELEASE ANY PORTION OF THE WORK, PERFORM ANY DUTIES OF FINAL ACCEPTANCE. NOR SHALL IT OBLIGATE THE OWNER'S REPRESENTATIVE FOR STRUCTURAL TESTING AND SPECIAL INSPECTION. SEE SPECIFICATIONS FOR SPECIFIC REQUIREMENTS FOR SHALL BE PERFORMED UNDER THE SUPERVISION OF AN ENGINEER WAY PREVENT LATER REJECTION WHEN SUCH DEFECT IS NOTED, DETECT ANY DEFECTIVE WORK OR MATERIAL SHALL NOT IN ANY FAILURE OF TESTING AND INSPECTIONS TO LICENSED IN THE STATE OF NEW YORK. WHENEVER POSSIBLE, THE STRUCTURAL PROJECT IS LOCATED AND ALL TESTING AND INSPECTIONS AGENCY SHALL BE REGISTERED WHERE THE STRUCTURAL TESTING AND SPECIAL INSPECTIONS. THE TESTING INDEPENDENT TESTING AGENCY OR LABORATORY TO PROVIDE THE OWNER WILL EMPLOY AND PAY FOR THE SERVICES OF AN STRUCTURAL TESTS AND SPECIAL INSPECTIONS: THE TESTING AGENCY OR LABORATORY AND ITS REPRESENTATIVES 1. 2. 3. 4. 5. 6. STRUCTURAL STEEL: 1. PRACTICE, LATEST VERSION. EXCEPT AS MODIFIED IN THESE NOTES AND ERECTED IN ACCORDANCE WITH THE AISC CODE OF STANDARD ALL STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND THE PROJECT SPECIFICATIONS AND/OR DRAWINGS. ALL CONNECTIONS. CONNECTION DETAILS INDICATED ON THE THE FABRICATOR IS RESPONSIBLE FOR THE SHOP DRAWINGS OF CONNECTION SHOP DRAWING. DRAWING, IS PROHIBITED WITHOUT WRITTEN APPROVAL OF THE SPLICING OF STEEL MEMBERS, UNLESS SHOWN ON THE DRAWINGS SHALL BE INCORPORATED INTO FABRICATOR'S ASSURANCE GENERAL NOTES AND PROJECT SPECIFICATIONS. ASSURANCE TESTING AND INSPECTIONS. SEE QUALITY STRUCTURAL STEEL WORKS. AISC, ASTM & AWS SPECIFICATIONS WILL GOVERN ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE AMERICAN STRUCTURAL STEEL WORK SHALL BE SUBJECT TO QUALITY ARCHITECT/ENGINEER. INSTITUTE OF STEEL CONSTRUCTION STANDARD PRACTICE. ACCORDANCE WITH THE PROJECT SPECIFICATIONS STRUCTURAL STEEL WELDING SHALL BE PERFORMED IN CODE FOR WELDING IN BUILDING CONSTRUCTION. ACCORDANCE TO SECTION 501 THRU 607 OF THE AWS DLO-89 SPECIFIED ON PLANS. ALL CONNECTIONS SHALL BE BEARING TYPE UNLESS OTHERWISE ALL INSPECTION AND TESTING OF WELDING SHALL BE DONE IN APPROVAL WELL IN ADVANCE OF CONSTRUCTION. ERECTION SHALL BE SUBMITTED TO THE DESIGNER FOR SHALL BE REPORTED TO THE ENGINEER FOR REVIEW AND MISFITTING OR NON-CONFORMING MATERIALS OR CONDITIONS INCORRECTLY FABRICATED, DAMAGED OR OTHERWISE CORRECTIVE ACTION TO BE IMPLEMENTED. APPLY: WELD SIZE UNLESS OTHERWISE NOTED, THE FOLLOWING MINIMUMS SHALL APPROVAL OR REJECTION, PRIOR TO REMEDIAL OR SHOP DRAWINGS FOR ALL STRUCTURAL STEEL FABRICATION AND CLIP ANGLE THICKNESS PLATE THICKNESS BOLTS/ANGLE LEG ONE BOLT ASSEMBLY SHALL CONSIST OF: BOLT DIAMETER DESIGN DUE TO TEMPERATURE CHANGES STEEL FABRICATOR SHALL CONSIDER TOLERANCES IN CONNECTION 3. 4. 5. 6. 7. 8. 9. 2. 10. 11. 12. 3/4" 2" 3/8" 5/16" 3/16" A) B) C) D) E) A HARDENED STEEL WASHER A HEAVY HEX NUT A HEAVY HEX STRUCTURAL BOLT C) B) A) 13. 1. GENERAL: DESIGN PROVISIONS - 2020 BUILDING CODE OF NYS (IBC 2018) AND 2017 UNIFORM CODE SUPPLEMENT, ASCE 7-10 BUILDING OCCUPANCY CATEGORY II TERRAIN/EXPOSURE CATEGORY C 2. SNOW LOADS: ROOF: UNIFORM GROUND SNOW LOAD (Pg) .......................40PSF UNIFORM FLAT ROOF SNOW LOAD (Pf)..................30.8PSF DRIFT SNOW LOAD @ PARAPET (ADDITIONAL).......44 PSF TO 0 PSF OVER 10 FT SNOW LOAD EXPOSURE FACTOR (Ce).........1.0 THERMAL FACTOR (Ct)....................................1.1 IMPORTANCE FACTOR (Is)..............................1.0 3. LIVE LOADS: ROOF: UNIFORM LIVE LOAD.............................. ...............20PSF 2ND - 5TH FLOORS: UNIFORM LIVE LOAD DWELLING UNITS.............40PSF UNIFORM LIVE LOAD CORRIDORS......................80PSF GROUND FLOOR: UNIFORM LIVE LOAD.............................................100PSF 4. SEISMIC LOADS: SITE CLASS........................................................................................E SHORT PERIOD DESIGN ACCELERATION (Sds)...................0.19g ONE-SECOND DESIGN ACCELERATION (Sd1)....................0.127g SHORT PERIOD MAPPED SPECTRAL RESPONSE (Ss).....0.119g ONE-SECOND MAPPED SPECTRAL RESPONSE (S1)........0.045g SEISMIC DESIGN CATEGORY.......................................................B IMPORTANCE FACTOR (Ie)..................................... ......................1.0 ANALYSIS PROCEDURE......................EQUIVALENT LATERAL FORCE PROCEDURE SEISMIC DESIGN BASE SHEAR (V).........................................0.07 0W LATERAL FORCE RESISTING SYSTEM: - ASCE TABLE 12.2-1: SYSTEM E3 - DUAL SYSTEM WITH INTERMEDIATE MOMENT FRAMES AND ORDINARY REINFORCED MASONRY SHEAR WALLS. RESPONSE MODIFICATION COEF. R = 3.0 OVERSTRENGTH FACTOR OMEGA = 3.0 DEFLECTION AMPLIFICATION FACTOR Cd = 2.5 5. WIND LOADS: MAIN WIND FORCE RESISTING SYSTEM METHOD 2: ANALYTICAL PROCEDURE FOR BUILDINGS LESS THAN 60 FEET: BASIC WIND SPEED (3 SECOND GUST)(VU).......................115 MPH EXPOSURE FACTOR.................................................. ........C IMPORTANCE FACTOR (Iw)...............................................1.0 MEAN ROOF HEIGHT.........................................................52 FEET TOPOGRAPHIC FACTOR (Kzt)..........................................1.0 WALL: AVERAGE PRESSURE (ASD)......................................16 PSF ROOF END ZONE: PRESSURE (ASD)................................. .......................-22 PSF ROOF INTERIOR ZONE: PRESSURE (ASD).........................................................-17 PSF SIDE WALLS: PRESSURE (ASD)............................. ............................-10 PSF 6. SUBGRADE PROPERTIES: REFER TO GEOTECHNICAL BORING LOG AND REPORT BY ELWYN & PALMER CONSULTING ENGINEERS, PLLC DATED MARCH 2019. ENGINEER OF RECORD SHALL ACT AS THE SPECIAL INSPECTOR. ALL SYMBOLS AND STRESSES AS WELL AS CONCRETE WORK SHALL POURED. CONTRACTOR SHALL SUBMIT, PRIOR TO INSTALLATION ALL CAST IN PLACE REINFORCED CONCRETE: REINFORCING STEEL SHOP DRAWINGS. CONCRETE SHALL NOT BE DROPPED THROUGH REINFORCING PLACEMENT OF CONCRETE SHALL CONFORM TO ACI STANDARD 304 AND PROJECT SPECIFICATIONS. CORNERS AND DRIPS, SEE ARCHITECTURAL PLANS. FOR CONCRETE FORMWORK, SURFACE FINISHING, BEVELED MINIMUM LAP OF WELDED WIRE FABRIC SHALL BE 6 INCHES OR ONE FULL MESH, WHICHEVER IS GREATER. SHALL BE WELL SECURED AND IN PLACE BEFORE CONCRETE IS ALL REINFORCING, SLEEVES, CONDUITS, INSERTS AND BOLTS ALL SLAB AND CORRESPONDING BEAMS, CURBS, OR APRONS CONFORM TO THE STANDARD OF THE AMERICAN CONCRETE SHALL BE POURED MONOLITHICALLY. INSTITUTE (ACI-318-02). CONCRETE ITEMS AND REINFORCEMENT SHALL BE ERECTED IN STRICT ACCORDANCE WITH OWNER APPROVED SHOP AND ERECTION DRAWINGS FOLLOWING THE DETAILS SHOWN ON PLANS. MEMBERS. THINGS, THE ELASTIC DEFORMATION OF THE STRUCTURAL CORRECTLY ALIGNED CONCRETE CONSIDERING AMONG OTHER THE CONTRACTOR SHALL TAKE PRECAUTIONS TO PRODUCE NO DEFECTIVE CONCRETE SHALL BE CORRECTED OR COVERED APPROVAL. WATER-CEMENT RATIO PER SPECIFICATIONS WITH MORTAR, PLASTER ETC. WITHOUT THE INSPECTORS' CONCRETE EXPOSED TO WEATHER SHALL BE AIR-ENTRAINED. AIR CONTENT SHALL BE PER SPECIFICATIONS. CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS FOR REVIEW SHOW COMPLIANCE WITH THE PROJECT SPECIFICATIONS. DESIGN SHALL INCLUDE ALL STRENGTH DATA NECESSARY TO WELL IN ADVANCE OF CONCRETE PLACEMENT. CONCRETE MIX THE NOMINAL MAXIMUM AGGREGATE SIZE SHALL BE PER SPECIFICATIONS. ALL REINFORCING SHALL BE DETAILED, FABRICATED AND ALL REINFORCING SHALL BE SUPPORTED IN FORMS USING STEEL AND "THE MANUAL OF STANDARD PRACTICE FOR REINFORCED SECURELY WIRED TOGETHER, IN ACCORDANCE WITH CRSI CHAIRS, SPACED WITH NECESSARY ACCESSORIES AND SHALL BE CONCRETE CONSTRUCTION" BY THE CRSI. PLACED, IN ACCORDANCE WITH ACI DETAILING MANUAL BE CLEANED AND ROUGHENED IMMEDIATELY BEFORE CONCRETING BAR WHICH MAY CONFLICT. CORING IN CONCRETE IS NOT CONCRETE BEFORE PLACING. DO NOT CUT ANY REINFORCEMENT PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN SHALL BE AVOIDED EXCEPT WHERE DETAILED OPENINGS ARE DETAILED OTHERWISE. CONCENTRATIONS OF CONDUITS OR PIPES TOP & BOTTOM REINFORCEMENT, UNLESS SPECIFICALLY OF TOTAL SLAB THICKNESS AND SHALL BE PLACED BETWEEN THE CONDUIT OF PIPE SIZE (O.D.) SHALL NOT EXCEED 30 PERCENT AND TREATED AS INSTRUCTED IN THE "ACI MANUAL OF PROVIDED. CONCRETE PRACTICE". BY THE ENGINEER. ALL CONSTRUCTION JOINT SURFACES SHALL ON DRAWINGS SHALL BE PERMITTED WITHOUT PREVIOUS APPROVAL NO JOINT, OPENING, SLOT OR GROOVE OTHER THAN THAT SHOWN REINFORCING STEEL" BOTH BY THE AWS (AWS D12.1. & AWS WELDING CODE" AND "RECOMMENDED PRACTICES FOR WELDING D1.4 RESPECTIVELY). ELECTRODES IN CONFORMANCE WITH "REINFORCING STEEL WELDING OF REINFORCEMENT SHALL BE WITH LOW HYDROGEN ALL REINFORCING BAR BENDS SHALL BE MADE COLD. BE DONE IN ACCORDANCE WITH ACI-318. ALL LAPPING, BENDING AND PLACING OF REINFORCEMENT SHALL MEMBERS SHALL BE PROPERLY CURED IN ACCORDANCE WITH ALL CAST IN PLACE REINFORCED CONCRETE STRUCTURAL AND SUITABLE JOINT SURFACE ARE PROVIDED. PROPERLY REPAIRED AFTER REMOVING THE DAMAGED PORTION NEVERTHELESS, IF THE CONCRETE IS DAMAGED, IT SHALL BE CONCRETE SHALL BE SUCH, AS NOT TO CRACK OR IMPAIR IT. THE SIZE OF NAILS AND SIMILAR FASTENERS DRIVEN INTO USED. THE FREE UNCONFINED FALL OF CONCRETE SHALL NOT CASES, HOOPERS OR VERTICAL CHUTES OR TRUNKS SHALL BE ACI 318 AND ACI 308. EXCEED THE ABOVE REQUIREMENTS. 3 IN. MINIMUM CONCRETE COVER, UNLESS NOTED OTHERWISE: FORMED SURFACES EXPOSED TO EARTH OR WEATHER: UNFORMED SURFACE IN CONTACT WITH THE GROUND 1-1/2 IN. 2 IN. #5 BARS AND SMALLER #6 BARS AND LARGER FORMED SURFACES NOT EXPOSED TO EARTH OR WEATHER: 1-1/2 IN. 3/4 IN. SLABS, WALLS AND JOISTS: #14 AND #18 BARS #11 BARS AND SMALLER 1-1/2 IN. BEAMS, GIRDERS, AND COLUMNS PERMITTED U.N.O. "MANUAL OF STANDARD PRACTICE" STEEL SO AS TO CAUSE SEGREGATION OF AGGREGATES IN SUCH LAP SPLICES SHALL BE IN ACCORDANCE WITH THE FOLLOWING CONCRETE WORK SHALL BE SUBJECT TO QUALITY ASSURANCE GRADE SHALL BE COVERED WITH A MINIMUM OF 3" OF BASE PLATES, ANCHOR BOLTS, SUPPORT ANGLES, ETC., BELOW WELDED WIRE FABRIC ONE SPACING OF CROSS WIRES PLUS 2". COMPRESSION DOWEL EMBEDMENT: 22 BAR DIAMETERS LAP CONCRETE. NOTES AND PROJECT SPECIFICATIONS. TESTING AND INSPECTIONS. SEE QUALITY ASSURANCE GENERAL TABLE, UNLESS NOTED OTHERWISE, WHERE CLASSES ARE NOT CALLED OUT ON DRAWINGS, USE CLASS "B" SPLICE. 25" TENSION f'c (psi) 4,000 SIZE BAR #4 S P L I C E S T A B L E (GRADE 60) 3. 2. 1. 5. 4. 6. 7. 8. 10. 11. 12. 13. 14. 15. 16. 18. 17. 20. 19. 23. 22. 21. 24. 25. 26. 27. 28. 29. 30. OTHER BARS SPLICE CLASS TOP BARS SPLICE CLASS CONTRACTOR SHALL SUBMIT SHOP DRAWINGS SHOWING CONSTRUCTION JOINT AND SAW CUT JOINT LOCATIONS. 9. PILES: MASONRY: 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. REINFORCED CONCRETE MASONRY SHALL HAVE A MINIMUM DESIGN COMPRESSIVE STRENGTH, FM, OF 1500 PSI. VERIFICATION OF THE DESIGN STRENGTH SHALL BE BY THE UNIT TEST METHOD. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF VERTICAL CONTROL JOINTS. HORIZONTAL BOND BEAM AND LINTEL REINFORCING SHALL BE CONTINUOUS ACROSS VERTICAL CONTROL JOINTS. JOINT REINFORCING SHALL BE STOPPED EITHER SIDE OF VERTICAL CONTROL JOINTS. ALL REINFORCED CELLS, ALL CELLS BELOW GRADE AND ALL CELLS BELOW FINISH FLOOR SHALL BE GROUTED SOLID. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL BLOCK CORE, IT SHALL NOT BE SLOPED MORE THAN ONE (1) HORIZONTAL IN SIX (6) VERTICAL, DOWELS MAY BE GROUTED INTO A CELL IN VERTICAL ALIGNMENT, EVEN THOUGH IT IS IN AN ADJACENT CELL TO THE VERTICAL WALL REINFORCING. REINFORCING STEEL SHALL BE SECURED IN PLACE BEFORE GROUTING STARTS. SPLICED REINFORCING SHALL BE LAPPED 48 BAR DIAMETERS OR24 INCHES, WHICHEVER IS GREATER. SPLICED BARS SHALL BE WIRED TOGETHER. VERTICAL BARS SHALL BE HELD IN POSITION AT TOP AND BOTTOM AND AT INTERVALS NOT EXCEEDING 192 DIAMETERS OF THE REINFORCING BAR, NOR 10 FEET. VERTICAL REINFORCING BARS SHALL HAVE A MINIMUM CLEARANCE OF 3/4 OF AN INCH FROM THE MASONRY AND NOT LESS THAN ONE BAR DIAMETER BETWEEN BARS. VERTICAL CELLS THAT WILL BE GROUTED SHALL HAVE A VERTICAL ALIGNMENT TO MAINTAIN A CONTINUOUS UNOBSTRUCTED CELL AREA NOT LESS THAN 2-1/2 x 3". GROUTING SHALL BE STOPPED 1-1/2" BELOW THE TOP OF A COURSE SO AS TO FORM A KEY AT THE POUR JOINT. GROUTING OF MASONRY BEAMS OVER OPENINGS SHALL BE DONE IN ONE CONTINUOUS OPERATION. ALL BOLTS, ANCHORS, ETC., INSERTED IN THE WALLS, SHALL BE GROUTED SOLID INTO POSITION. REINFORCED MASONRY HAS BEEN DESIGNED USING VALUES FOR CONSTRUCTION WITH SPECIAL INSPECTION. REINFORCED MASONRY WORK SHALL BE SUBJECT TO QUALITY ASSURANCE TESTING AND INSPECTIONS. SEE QUALITY ASSURANCE GENERAL NOTES AND PROJECT SPECIFICATIONS. CONCRETE MASONRY UNITS SHALL BE LAID WITH FULL MORTAR BEDDING. CONCRETE MASONRY UNITS SHALL BE LAID IN A RUNNING BOND PATTERN. HORIZONTAL JOINT REINFORCEMENT SHALL BE INSTALLED IN THE TWO JOINTS IMMEDIATELY BELOW AND ABOVE WINDOW AND DOOR OPENING AND EVERY OTHER COURSE SPLICED 1' WITH CORRESPONDING DOWELS INTO THE STRUCTURE. FOR STRUCTURAL OR ARCHITECTURAL CONCRETE ELEMENTS WHICH DIMENSIONS OR REINFORCEMENT ARE NOT SHOWN ON STRUCTURAL DRAWINGS, THE CONTRACTOR SHALL ASSUME THE DIMENSIONS SHOWN ON ARCHITECTURAL DRAWINGS FOR THOSE, AND UTILIZE THE MINIMUM REINFORCEMENT REQUIRED BY ACI-318 FOR THE TYPE OF ELEMENT CONSIDERED FOR ESTIMATING PURPOSE. GROUT SHALL BE PLACED BY THE LOW LIFT METHOD; MAXIMUM HEIGHT OF LIFT WITHOUT CLEANING OUT SHALL BE 4 FEET. JOINT REINFORCING SHALL BE SPACED AT 16" O.C. VERTICALLY IN ALL MASONRY WALLS. ABAB 32" COMPRESSION SPLICE 24" 15" 25" 32" 32" 4,00040"24" 20" 32" 40" 38" 4,00048"24" 24" 38" 48" #5 #6 54" 4,00070"28" 54"70" #7 62" 4,00080"24" 30" 62" 80" #8 70" 4,00090"34" 70"90" #9 78" 4,000100"24" 38" 78" 100" #10 1. REFER TO NOTES ON SHEET S100 1. INTACT BRICKS FROM THE WALLS THAT ARE TO BE DEMOLISHED SHALL BE SAVED TO BE REUSED FOR THE REPAIR AND/OR RESTORATION OF THE WALLS THAT WILL REMAIN. THE BRICKS SHALL BE REMOVED CAREFULLY (AVOIDING DAMAGE DURING REMOVAL) AND STORED TO AVOID WEATHERING AND DAMAGE. 2. AN ALTERNATIVE TO EXISTING BRICK REMOVAL FOR REUSE, IS TO MATCH NEW BRICK WITH EXISTING. IF THIS OPTION IS CHOSEN, CONTRACTOR SHALL COMPLY WITH SPECIFICATIONS FOR BRICK TESTING AND SUBMITTAL PROCESS. 3. THE SOUTH, WEST AND THE PORTION OF THE NORTH WALL THAT WILL REMAIN REQUIRE ATTENTION ON THE EXTERIOR, AS WELL AS THE INTERIOR AT ALL THREE (3) FLOORS. 4. THE EXTERIOR OF ALL 3 FLOORS SHALL BE RE-POINTED, DAMAGED AND/OR DETERIORATED BRICKS SHALL BE REPLACED. IT IS ESTIMATE THAT ABOUT 40%-50% OF ALL THE WALL AREAS WILL NEED REPAIR. PERCENTAGE APPLIES TO BRICK REPLACEMENT. 5. ALL BRICK MORTAR JOINTS TO BE REPAIRED WILL NEED TO BE: A) CUT/GRIND TO SOUND AND STABLE MORTAR B) BRUSHED CLEAN, RE-POINTED WITH A COMPATIBLE MORTAR C) SLIGHTLY RECESSED TO RENDER THEM MORE WATERPROOF (THIS APPLIES ONLY TO THE EXTERIOR). 6. CONTRACTOR SHALL TAKE 15 EXISTING MORTAR SAMPLES (TWO PER WALL PER FLOOR FOR SOUTH AND WEST, ONE PER WALL PER FLOOR ON NORTH)AND SEND TO A LABORATORY FOR ANALYSIS. REQUEST AN EQUIVALENT/COMPATIBLE MORTAR MIX FROM THE LABORATORY. SUBMIT REPORT FROM LAB TO ENGINEER FOR REVIEW/ VERIFICATION. THE SAME APPLIES FOR THE STUCCO MIX. 7. FOR THE INTERIOR ON ALL 3 FLOORS, REMOVE ALL EXISTING STUCCO, REPLACE BRICKS AS NEEDED, RE-POINT JOINTS AND APPLY NEW STUCCO COATING. A) 1ST FLOOR: IT IS ESTIMATED THAT ABOUT 15%-20% (REPLACE/RE-POINT) OF WALL AREA WILL NEED REPAIR. B) 2ND FLOOR: IT IS ESTIMATED THAT ABOUT 20%-25% (REPLACE/RE-POINT) OF WALL AREA WILL NEED REPAIR. C) 3RD FLOOR: IT IS ESTIMATED THAT ABOUT 40%-50% (REPLACE/RE-POINT) OF WALL AREA WILL NEED REPAIR. 8. AT ALL INTERIOR BRICK CORNERS, INSTALL A 8"X8" NON-RUSTING CORNER GUARDS/MESH TO STIFFEN THE JOINTS AT THE CORNERS BEFORE STUCCO IS APPLIED. CONTRACTOR TO SUBMIT PRODUCT DATA FOR THE CORNER GUARD/MESH TO ENGINEER FOR APPROVAL/REVIEW. 9. WHERE NEW CONSTRUCTION FACADE JOINS WITH THE EXISTING BRICK, ENSURE THAT JOINT IS PROPERLY BUILT TO AVOID WATER AND/OR MOISTURE INFILTRATION. CONTRACTOR SHALL VERIFY WITH ARCHITECT AND ENGINEER FOR DETAIL. 10. ADDITIONAL ASSESSMENT OF THE EXISTING BRICK MAY BE REQUIRED ONCE CONSTRUCTION BEGINS. CONTACT ENGINEER AS NEEDED FOR QUESTIONS AND/OR FURTHER RECOMMENDATIONS. 11. THESE NOTES ARE MEANT TO SUPPLEMENT SPECIFICATION SECTION 040120.91 MASONRY RESTORATION. EXISTING BRICK WORK REPAIR / RESTORATION: 1 1 1 1 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION S S S SC C C CH H H HE EE ED D D DU U U UL LL LE EE E O O O OF FF F S S S SP P P PE EE EC C C CI II IA A A AL LL L I II IN N N NS S S SP P P PE EE EC C C CT TT TI II IO O O ON N N NS S S S S S S S0 0 0 00 0 0 02 2 2 2 Taitem 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET Controlled Structural Fill 1 PE/GE Section 1705.6 and Chapter 18 - Perform sieve tests (ASTM D422 & D1140) and modified Proctor tests (ASTM D1557) of each source of fill material. - Inspect placement, lift thickness and compaction of controlled fill. - Test density of each lift of fill by nuclear methods (ASTM D2922) - Verify extent and slope of fill placement. P Deep foundations 1 PE/GE Section 1705.7, 1705.8, 1705.9 and Chapter 18 - Inspect and log pile driving operations. Record pile driving resistance and verify compliance with driving criteria. - Inspect piles for damage from driving and plumbness. - Confirm type and size of hammer - Record number of blows per foot (see specifications) - Verify pile size, length and accessories C ITEMFirm/Agency # (Qualif.) Code Section/Ref. Standard Scopefrequency SOILS AND FOUNDATIONS Curing and Protection 1 PE/EIT IBC Section 1705.3 and Chapter 19, ACI-318 Chapter 5, ACI 305R, ACI 306R, and ACI-306.1 - Inspect curing temperatures, cold and/or hot weather protection techniques. P Sampling and Testing of Concrete ACI-CFTT ACI-STT IBC Section 1705.3 and Chapter 19, and ACI-318 Chapter 5 & 26 - Fabricate concrete specimens for strength tests. - Test concrete compressive strength (ASTM C31 & C39) every 50 cubic yards or fractions thereof from each mix design of concrete placed in any one day. - test concrete slump (ASTM C143), air-content (ASTM C231 or C172 or C173) and temperature (ASTM C1064). P Concrete Placement 1 PE/GE ACI-CCI ICC-RCSI IBC Section 1705.3 and Chapter 19, and ACI-318 Chapter 5 - Inspect placement of concrete and/or shotcrete for proper application techniques. - Verify that concrete conveyance and depositing avoids segregation or contamination. - Verify that concrete is properly consolidated. C Anchor Rods 1 PE/GE IBC Section 1705.3 and Chapter 19, and ACI-318 Chapter 3, 8 & 21 - Inspect size, positioning and embedment of anchor rods. - Inspect concrete placement and consolidation around anchors. C Reinforcement Installation 1 PE/SE or EIT ACI-CCI ICC-RCSI IBC Section 1705.3 and Chapter 19, and ACI-318 Chapter 3 & 7 - Inspect size, spacing, cover, positioning and grade of reinforcing steel. - Verify that reinforcing bars are free of form oil or other deleterious materials. - Inspect bar laps and mechanical splices. - Verify that bars are adequately tied and supported on chairs or bolsters . P Material Certification1 PE/SE IBC Section 1705.3.2 and Chapter 19, and ACI-318 Chapter 3 - Review material certificates of compliance or other acceptable documentation for all materials used in the concrete mix design/s for conformance with ACI-318. C Mix design 1 PE/SE or EIT ACI-CCI ICC-RCSI IBC Section 1705.3 and Chapter 19, and ACI-318 Chapter 4, 5, 19 & 26 -Review concrete batch tickets and verify compliance with approved mix design. - Verify that water added at the site does not exceed that allowed by the mix design. - Review concrete mix design submittals for all concrete specified on the drawings. C ITEMFirm/Agency # (Qualif.) Code Section/Ref. Standard Scopefrequency CAST-IN-PLACE CONCRETE Pre-Engineered Wood Trusses 1 PE/SE EIT IBC Section 1705.11.1, Chapter 23, TPI 1, and AWC-NDS Section 4.4.2 & Appendix A - Inspect erection/installation, and placement of trusses for compliance with the approved submittals, and construction documents. - Review completed/installed trusses and supporting framing prior to concealment by finishes. - Verify all connection attachments to supports. ... P Pre-Engineered Lumber 1 PE/SE EIT IBC Section 1705.11.1, Chapter 23, APA, and AWC-NDS - Verify size, number of plies, identification stamps, strength of LSL, LVL, PSL, Glulams and other engineered lumber for conformance with approved submittals and construction documents. P Diaphragms & Shearwalls 1 PE/SE EIT IBC Section 1705.11.1, Chapter 23, APA, AWC-SDPWS, and AWC-NDS - Within the main wind or seismic force resisting system: - Verify size, quantity and location of chords/end studs for conformance with construction documents. - Inspect all hardware connectors, bolting, anchoring and other fastening of components, including all sheathing panels, wall to roof/floor connections, braces, collectors (drag struts) and hold-downs. - Verify configuration and blocking within diaphragms and shearwalls. - Verify panel grade and thickness. - Verify type, size, spacing and margin of fasteners attaching sheathing to framing. P Framing Details 1 PE/SE EIT IBC Section 1705.11.1, Chapter 23, APA, and AWC-NDS - Inspect prior to concealment by finishes for conformance with approved submittals, and construction documents. - Verify stud/joist/rafter, size, quantity, location, and connections of framing members, including sheathing for conformance to approved submittals and construction documents. P Connections 1 PE/SE EIT IBC Section 1705.11.1, Chapter 23, and AWC-NDS - Visually inspect all screwing, bolting, anchoring and other fastening of components, including clips, hangers and miscellaneous connectors. - Inspect prior to concealment by finishes for conformance with approved submittals, and construction documents. P Material Species & Grading 1 PE/SE EIT IBC Section 1705.11.1, Chapter 23, APA, and AWC-NDS - Review wood species and grade stamps of dimensional lumber for conformance with construction documents. P Plant Certification / Quality Control Procedures 1 PE/SE EIT IBC Section 1705.11.1, Chapter 23, TPI 1, and AWC-NDS Section 4.4.2 & Appendix A - Verify fabricator's certification is current. - Review shop fabrication and quality control procedures. - Verify fabricator's ability to conform to the approved submittals and construction documents. P ITEMFirm/Agency # (Qualif.) Code Section/Ref. Standard Scopefrequency WOOD Welding AWS-CWI IBC Chapter 22, AWS D1.1, and AISC 360 Section N5 - Visually inspect all welds. Inspect pre-heat, post-heat and surface preparation between passes. - Verify size and length of fillet welds. - Verify welder qualifications and cetification before welding starts. C Material Certification AWS/AISC-SSI ICC-SWSI IBC Section 1705.2 and Chapter 22, AISC 303 Section 6.1 - Review certified mill test reports and identification markings on wide-flange shapes, high-strength bolts, nuts and welding electrodes. P ITEMFirm/Agency # (Qualif.) Code Section/Ref. Standard Scopefrequency STRUCTURAL STEEL Erected Precast Elements 1 PE/SE EIT IBC Section 1705.3 and Chapter 19, ACI-318 Chapter 26 - Inspect erection of precast concrete including member configuration, connections, welding, and grouting P Plant Certification / Quality Control Procedures ACI-CCI ICC-RCSIIBC Section 1704.2.5 - Review plant operation and quality control procedures. - Verify fabricator's ability to conform to the approved submittals and construction documents. P ITEMFirm/Agency # (Qualif.) Code Section/Ref. Standard Scopefrequency PRE-CAST CONCRETE Anchors and Ties 1 PE/SE ICC-SMSI IBC Section 1705.4 and Chapter 21, ACI-530.1, ASCE 6, and TMS 602 - Inspect size, location, spacing and embedment of dowels, anchors and ties. P Evaluation of Masonry Strength 1 PE/SE ICC-SMSI IBC Section 1705.4 and Chapter 21, ACI-530.1, ASCE 6, and TMS 602 - Test compressive strength of mortar and grout cube samples (ASTM C780). - Test compressive strength of masonry prisms (ASTM C1314). P Weather Protection 1 PE/SE ICC-SMSI IBC Section 1705.4 and Chapter 21, ACI-530.1, ASCE 6, and TMS 602 - Inspect cold and/or hot weather protection procedures. - Verify that wall cavities are protected against precipitation.P Grouting Operations 1 PE/SE ICC-SMSI IBC Section 1705.4 and Chapter 21, ACI-530.1, ASCE 6, and TMS 602 - Review grout mix proportions. - Inspect slump, placement and consolidation of grout. - Inspect masonry clean-outs for high-lift grouting. C Reinforcement Installation 1 PE/SE ICC-SMSI IBC Section 1705.4 and Chapter 21, ACI-530 & 530.1, ASCE 5 & 6, and TMS 402 & 602 - Inspect placement, size, positioning and lapping of reinforcing steel. - Inspect welding of reinforcing steel if applicable.P Mortar Joints 1 PE/SE ICC-SMSI IBC Section 1705.4 and Chapter 21, ACI-530.1, ASCE 6, and TMS 602 - Inspect construction of mortar joints including head joints for tooling and filling. - Verify sizes of all joints are in compliance with ACI masonry joints construction tolerances. - Verify that the maximum bed joint size is 5/8". P Installation of Masonry 1 PE/SE ICC-SMSI IBC Section 1705.4 and Chapter 21, ACI-530.1, ASCE 6, and TMS 602 - Inspect size, layout, bonding, pattern and placement of masonry units. P Mixing of Mortar and Grout 1 PE/SE ICC-SMSI IBC Section 1705.4 and Chapter 21, ACI-530.1, ASCE 6, and TMS 602 - Inspect proportioning, mixing and retempering of mortar and grout. P Material Certification1 PE/SE ICC-SMSI IBC Section 1705.4 and Chapter 21, ACI-530.1, ASCE 6, and TMS 602 -Review test reportsP ITEMFirm/Agency # (Qualif.) Code Section/Ref. Standard Scopefrequency MASONRY B P 2 B P 2 B P 2 B P 4 B P 2 B P 2 B P 3 B P 2 B P 2 B P 2 B P 2 B P 5 B P 7 BP7 BP6 B P 8 B P 3 B P 3 B P 3 B P 3 B P 3 B P 3 B P 2 B P 2 B P 2 B P 2 B P 2 B P 2 B P 2 B P 2 B P 2 B P 2 B P 3 B P 2 B P 2 B P 2 B P 2 B P 3 MARK FOR COLUMN BASE PLATE- SEE STEEL COLUMN BASE PLATE SCHEDULE, THIS SHEET, TYP. SEE FIRST FLOOR SLAB PLAN FOR STEEL COLUMN MARK AND SCHEDULE, TYP. 1 1 1 1 1 L1 L2 L3 L4 L7 L7 L8 L8 LELH LLLNLPLQLR LI L10 L10 L6 L6 LJ L12 L12 LM LK LC LB LDLO L13.2 L13.2 L14L14 L16L16 L11 L9 L9 LF G B 1 A G B 1 A G B 1 A G B 1 A G B 1 A G B 1 A G B 1 A G B 1 A G B 1 A G B 1 A G B 1 A G B 1 A G B 1 A G B 1 A G B 1 A G B 1 A G B 1 A G B 2 A GB-2 G B 2 G B 2 G B 2 G B 4 G B 2 G B 1 G B 1 G B 1 G B 2 G B 2 G B 2 GB-1 G B 1 G B 1 G B 2 G B 1 D G B 2 B G B 2 A G B 1 A G B 1 B G B 1 A G B 2 A G B 1 G B 1 G B 1 G B 1 PC-4 PC-2 PC-6 PC-4 PC-4PC-4PC-2 PC-2 PC-4 PC-4 PC-6 PC-6 PC-4 PC-4 PC-4 PC-3 PC-2 PC-6PC-8 GB-1 G B 1 L13.1 L13.1 L15 L15 PC-4 LA PC-4 PC-6 G B 2 A G B 2 A PC-4 PC-4 PC-6 PC-6 PC-3 PC-4 PC-4 S203 3 S203 1 S203 2 L5 G B 1 A LG 4 S201 1 S201 6 S201 5 S201 23' - 0 1/8"25' - 11 7/8"23' - 6"50' - 5 1/4"29' - 8 1/2"30' - 0 3/4" 9 ' 7 3 / 8 " 1 5 ' 9 3 / 4 " 3 ' 9 3 / 8 " 9 ' 4 3 / 8 " 4 ' 1 1 5 / 8 " 1 2 ' 7 1 / 4 " 4 ' 7 3 / 8 " 2 ' 1 0 5 / 8 " 1 2 ' 0 1 / 2 " 4 ' 3 1 / 2 " 27' - 0"27' - 0"27' - 6 3/8"29' - 0" 10' - 6 1/2"21' - 8"4' - 9 3/4"6' - 8 1/4" 1 2 ' 7 1 / 4 " 4 ' 1 1 5 / 8 " 9 ' 4 3 / 8 " 1 9 ' 7 1 / 8 " 9 ' 7 3 / 8 " 2 6 ' 1 1 1 / 4 " 2 9 ' 2 1 / 2 " 7 ' 6 " 1 2 ' 0 1 / 2 " 4 ' 3 1 / 2 " 2 2 ' 0 7 / 8 " 1 1 ' 1 " 2 2 ' 0 7 / 8 " 1 1 ' 1 " 1 7 ' 8 7 / 8 " 2 2 ' 1 0 1 / 8 " 2 7 ' 0 " 2 7 ' 0 " 2 6 ' 1 0 5 / 8 " 4 S203 4 S203 Sim G B 1 C GB-1C S201 12 S201 10 S201 11 1 S202 1 S202 Sim 9 S202 G B 1 G B 2 A G B 2 A G B 2 A G B 1 A G B 1 A G B 1 A 3 S202 4 S202 PC-2 PC-3 PC-4 G B 2 PC-2PC-2 PC-2 PC-2 5 S202 7 S202 6 5 / 8 " G B 1 G B 1 A PC-3 PC-3 PC-2 G B 1 A G B 1 C S201 9 G B 2 A G B 1 D G B 1 D G B 4 G B 1 G B 1 G B 3 G B 1 G B 4 G B 1 G B 4 8 S202 8" EQEQ 11 1/2" G B 5 EXISTING STONE FOUNDATION L14.2 S201 8 TYPICAL DETAIL AT PARKING AREA GRADE BEAM GB-1A GB-2 TYPICAL DETAIL AT BUILDING INTERIOR GRADE BEAM GB-1 7 S202 Sim 2 S202 G B 1 TYPICAL DETAIL AT BUILDING INTERIOR GRADE BEAM GB-2 5 S201 Sim G B 1 A G B 2 A G B 1 A G B 1 A 8" G B 2 A G B 2 A G B 2 A PC-2 1 ' 6 1 / 2 " 6 " 1 ' 6 " 1' - 6" 1' - 6" PC-4 1' - 9"4' - 0" 1 ' 9 " 4 ' 0 " 1 ' 9 " 4 ' 0 " 1' - 6" 1 ' 0 3 / 8 " 5 5 / 8 " E Q E Q 1 ' 3 1 / 2 " 1 ' 0 " 1 ' 6 " 1 ' 6 " 3' - 6" 1 ' 2 1 / 2 " 4' - 0" 3 ' 0 " 9"9"4' - 0" 3 ' 0 " EQ EQ 2 ' 0 " 2 ' 0 " 2 ' 0 " 2 ' 0 " 4 ' 6 " E Q E Q 1 ' 9 " 7 ' 6 5 / 8 " 2 ' 0 " 2 ' 0 " 2 ' 0 " 2 ' 0 " 9' - 7 1/4" 2 ' 0 " 2 ' 0 " 1' - 9" 4' - 0" 9"1' - 6" 1 ' 6 " 1 ' 6 " 3 ' 0 " 13' - 3"13' - 1 1/4"9' - 10 1/2"14' - 2 1/2"11' - 4"12' - 9 1/2"10' - 5"12' - 9 1/2"12' - 5 1/4" 4 ' 1 1 3 / 4 " 1 4 ' 7 3 / 8 " 2 ' 0 " 2 ' 0 " 2 ' 0 " 2 ' 0 " 1 ' 6 3 / 4 " 8' - 6 3/8" 8" 1 ' 1 7 / 8 " 8" V.I.F. EQEQEQEQ PC-2 1 ' 6 " 1 ' 6 " 2' - 0"2' - 0" EQ EQEQEQ 10 3/4" 1' - 6" 3 3 / 4 " 7 " E Q E Q 2 6 ' 4 3 / 8 " 1' - 6"1' - 6" 9 " 9 " L5.5 1 2 ' 8 1 / 2 " 7 ' 2 5 / 8 " 1 ' 2 " 1' - 6 3/8" 1' - 2"1' - 2" 1 ' 1 1 9 / 1 6 " 1 0 ' 1 1 3 / 1 6 " 1 ' 2 " 1' - 2" 1 ' 2 " E Q E Q E Q E Q E Q E Q E Q E Q P R O P E R T Y L I N E , T Y P . G B 2 C G B 1 B G B 1 B G B 1 B G B 2 B G B 1 B G B 1 C G B 1 D G B 1 D G B 1 G B 2 C G B 1 B G B 2 B 2 ' 9 7 / 8 " 13 S201 13 S201 13 S201 13 S201 SIM. SIM. SIM. 13 S201 SIM. 10 S202 1' - 6" 1 COORDINATE FOUNDATION LAYOUT W/ ARCHITECTURAL DRAWINGS BASEPLATE NOTES: 1. ALL BASEPLATES SHALL BE BP1 UNLESS NOTED OTHERWISE ON THE PLANS. 2. ALL BOTTOM OF COLUMN BASE PLATE ELEVATION SHALL BE TOP OF GRADE BEAM + 3/4" FOR NON-SHRINK GROUT. 3. SEE BASEPLATE DETAILS, 18/S204 VIBRATION MONITORING AND PRE-CONSTRUCTION SURVEY 1. A. B. 2. A. B. a. b. CONTRACTOR SHALL BE RESPONSIBLE FOR ENGAGING A QUALIFIED PROFESSIONAL ENGINEER TO PROVIDE A PRE-DEMOLITION CONDITIONS SURVEY OF THE DIRECTLY ADJACENT BUILDINGS. CONDITIONS SURVEY REPORT SHALL INCLUDE: PHOTOGRAPHIC DOCUMENTATION OF THE INTERIOR AND EXTERIOR WALL CONDITIONS. EXTENT AND LOCATION OF EXISTING SIGNS OF DISTRESS SUCH AS CRACKS, SPALLING, SIGNS OF SETTLEMENT, FLOODING, LEAKING, ETC. CONTRACTOR SHALL BE RESPONSIBLE FOR MONITORING THE VIBRATIONS DURING CONSTRUCTION. CONTRACTOR SHALL DETERMINE VIBRATION MONITORING LOCATIONS WITH VIBRATION MONITORING SUBCONTRACTOR. CONTRACTOR SHALL SUBMIT VIBRATION MONITORING PLAN FOR REVIEW PRIOR TO START OF DEMOLITION. VIBRATION MONITORING SHALL BE PERFORMED USING A SEISMOGRAPH. VIBRATION LIMITS SHALL BE IN ACCORDANCE WITH THE U.S. BUREAU OF MINES VIBRATION CRITERIA. VIBRATION ALARMS SHALL BE SET TO THE FOLLOWING: VIBRATION LIMIT FOR TRANSIENT VIBRATION EVENT (DURATION < 1 SECONDS) IS 0.75 IN/SEC VIBRATION LIMIT FOR STEADY STATE VIBRATION EVENTS (DURATION > 1 SECTOND) IS 0.50 IN/SEC. L/4 END STIRRUPS L/2 MIDDLE STIRRUPS L/4 END STIRRUPS L ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION As indicated F FF FO O O OU U U UN N N ND D D DA A A AT TT TI II IO O O ON N N N P P P PL LL LA A A AN N N N S S S S1 1 1 10 0 0 00 0 0 0 Taitem 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET GRADE BEAM SCHEDULE TYPE MARKTYPE ELEVATION AT TOP ELEVATION AT TOP (SURVEY) ELEVATION AT BOTTOM ELEVATION AT BOTTOM (SURVEY) TOP REINFORCEMENT BOTTOM REINFORCEMENT STIRRUPS LONGITUDINAL REINFORCEMENT END STIRRUPS MIDDLE STIRRUPS GB-11'-6" X 3'-0"-6"394.04'-3' - 6"391.04'(4) #6(6) #6#4 @ 12" O.C.#4 @ 18" O.C.(2) #5 EA. FACE GB-1A1'-6" X 3'-0"-2' - 0"392.54'-5' - 0"389.54'(4) #6(6) #6#4 @ 12" O.C.#4 @ 18" O.C.(2) #5 EA. FACE GB-1B1'-6" X 3'-0"-4"394.21'-3' - 4"391.21'(4) #6(6) #6#4 @ 12" O.C.#4 @ 18" O.C.(2) #5 EA. FACE GB-1C1'-6" X 4'-8"-4"394.21'-5' - 0"389.54'(4) #6(6) #6#4 @ 12" O.C.#4 @ 18" O.C.(2) #5 EA. FACE GB-1D1'-6" X 4'-6"-6"394.04'-5' - 0"389.54'(4) #6(6) #6#4 @ 12" O.C.#4 @ 18" O.C.(2) #5 EA. FACE GB-23'-0" X 3'-0"-6"394.04'-3' - 6"391.04'(8) #6(11) #6#4 @ 12" O.C.#4 @ 18" O.C.(2) #5 EA. FACE GB-2A3'-0" X 3'-0"-2' - 0"392.54'-5' - 0"389.54'(8) #6(11) #6#4 @ 12" O.C.#4 @ 18" O.C.(2) #5 EA. FACE GB-2B3'-0" X 3'-0"-4"394.21'-3' - 4"391.21'(8) #6(11) #6#4 @ 12" O.C.#4 @ 18" O.C.(2) #5 EA. FACE GB-2C3'-0" X 4'-6"-6"394.04'-5' - 0"389.54'(8) #6(11) #6#4 @ 12" O.C.#4 @ 18" O.C.(2) #5 EA. FACE GB-32'-6" x 3'-0"-6"394.04'-3' - 6"391.04'(8) #6(11) #6#4 @ 12" O.C.#4 @ 18" O.C.(2) #5 EA. FACE GB-43'-6" x 3'-0"-6"394.04'-3' - 6"391.04'(8) #6(11) #6#4 @ 12" O.C.#4 @ 18" O.C.(2) #5 EA. FACE GB-51'-7 1/2" X 4'-6"-6"394.04'-5' - 0"389.54'(4) #6(6) #6#4 @ 12" O.C.#4 @ 18" O.C.(2) #5 EA. FACE 3/32" = 1'-0" 1 FOUNDATION PLAN PILE CAP SCHEDULE TYPE MARK DESCRIPTION WIDTHLENGTH THICKNESS PILE TYPE PC-2PILE CAP - 2 PILESSEE DETAILSEE DETAIL3' - 0"HELICAL PC-3PILE CAP - 3 PILESSEE DETAILSEE DETAIL3' - 0"HELICAL PC-4PILE CAP - 4 PILESSEE DETAILSEE DETAIL3' - 0"HELICAL PC-6PILE CAP - 6 PILESSEE DETAILSEE DETAIL3' - 0"HELICAL PC-8PILE CAP - 8 PILESSEE DETAILSEE DETAIL3' - 0"HELICAL PILE SCHEDULE TYPE MARKCOUNTDESCRIPTION CAP / GRADE BEAM EMBEDMENTDEPTH ALLOWABLE AXIAL CAPACITY ALLOWABLE LATERAL CAPACITY PL-H1303HELICAL PILE6"+/- 80'-0"80K5K FOUNDATION PLAN GENERAL NOTES SITE PREPARATION AND EXCAVATION 1.CLEAR, GRUB, AND STRIP TOPSOIL AND REMOVE SIGNIFICANT ROOT STRUCTURES WITHIN NEW EXTERIOR CONSTRUCTION AREAS. REMOVE ANY REMNANTS OF EXISTING STRUCTURES ENCOUNTERED FROM WITHIN THE NEW CONSTRUCTION AREA. ALL EXCAVATIONS TO REMOVE REMNANTS OF EXISTING BUILDING FOUNDATIONS AND FILL FROM WITHIN THE BUILDING FOOTPRINT SHALL BE BACKFILLED WITH COMPACTED STRUCTURAL FILL. THE STUCTURAL FILL SHOULD CONFORM TO NYSDOT SPECIFICATION 304.14 AND 733.0404 SUBBASE COURSE, TYPE 4 AND BE COMPACTED TO 98% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY. 2.ALL EXCAVATION SHOULD BE PERFORMED IN ACCORDANCE WITH ALL OSHA AND OTHER APPLICABLE SAFETY STANDARDS. 3.DEWATERING OPERATIONS SHOULD BE CONFIGURED TO ROUTE SURFACE RUNOFF AND GROUNDWATER AWAY FROM SITE AND OUT OF THE EXCAVATION. OPERATIONS SHALL CONFORM TO APPLICABEL ENVIRONMENTAL REGULATIONS. 4.CONTRACTOR SHALL REMOVE ALL EXISTING FOUNDATION OTHER THAN THE FOUNDATION SUPPORTING THE BRICK FACADE TO REMAIN GENERAL NOTES 1.CONTRACTOR SHOULD FAMILIARIZE THEMSELVES WITH THE SUBSURFACE INVESTIGATION REPORT LOCATED IN THE SPECIFICATIONS PRIOR TO START OF WORK. 2.PILE DRIVING CONTRACTOR IS RESPONSIBLE FOR PILE SURVEY. REFER TO SPECIFICATIONS. 3.CONTRACTOR SHALL PROVIDE TEST PITS AT EACH EXISTING BUILDING (WYLIE DRY CLEANING, THAYER APPLIANCE, NAPA, AND STATE DINER) TO ESTABLISH THE LOCATION OF THE EDGE AND THE DEPTH OF BUILDING FOOTING. CONTRACTOR TO NOTIFY ENGINEER OF RECORD IF EDGE OF FOOTING IS FARTHER FROM FACE OF BUILDING THAN 6". PILE INSTALLATION NOTES 1.Top 25'-0" of pile shall be hot dipped galvanized according to ASTM A153 and ASTM A123. Design life is 75 years according to ICC-ES AC355. Min. zinc coating thickness of 0.004". Net steel loss after galvanizing is expected to be less than 0.016". Construction caps shall be non-galvanized. 2.If required, field modification of hot dipped galvanized components shall be prepared and coated per the following in accordance with ASTM A780 "Standard Practice for Repair of Damaged and Uncoated Areas of Hot-dip Galvanized Coating": A.Grind all cut surfaces to a semi smooth appearance similar to the original plate edge from the manufacturer. B.Prepare surfaces in accordance with SSPC-SP11 or hand tool areas in accordance with SSPC-SP2. C.Coating must contain zinc dust. D.Complete a min. of two separate hand applied coatings of 0.002" per coat for a total of 0.004". 3.A hydraulic gear motor shall be provided with a max. torque rating 15% higher than the planned installation torque. 4.90% of the torsional strength rating of the pile shall not be exceeded during installation. 5.The installation shall be carefully monitored and record the following: A.Name of contractor's supervisor B.Name and model of equipment used during installation C.Description of pile geometry, lead length, extension lengths, etc. D.Date of installation E.Final pile depth at tip F.Total length installed G.Final inclination angle of shaft H.Installation torque per foot of depth I.Average installation torque for last 3ft J.Actual installed location K.Comments pertaining to interruptions, obstructions, etc. 6.If an obstruction is encountered during installation prior to reaching estimated refusal back out pile and attempt to reinstall to a min. of 3.0ft below obstruction or planned pile tip, whichever is greater. 7.Contractor shall maintain a min. center to center spacing between piles of at least 3 times the diameter of the largest helical plate. 8.Termination criteria case 1 meets the classic termination criteria for helical piles where the minimum required torque, averaged, shall be held at or greater than for a minimum of three consecutive feet. PILE SCHEDULE NOTES 1.ALL PILES SHOWN ON DRAWINGS ARE PL-H1 TYPE 2.ALL PILES ARE CENTERED ON GRADE BEAMS UNLESS NOTED OTHERWISE STEEL COLUMN BASE PLATE SCHEDULE MARKSIZEANCHOR BOLTSANCHOR EMBEDMENT BP118"X18"X7/8"(4) 3/4" Ø F1554 GR 36 HEAVY HEX HEAD15" BP218"X18"X1-1/8"(4) 3/4" Ø F1554 GR 36 HEAVY HEX HEAD15" BP318"X18"X1-3/8"(4) 3/4" Ø F1554 GR 36 HEAVY HEX HEAD15" BP420"X20"X2"(4) 1-1/4" Ø F1554 GR36 HEAVY HEX HEAD15" BP518"X18"X1-1/8"(4) 3/4" Ø F1554 GR 36 HEAVY HEX HEAD - CORNER LAYOUT- SEE DETAIL15" BP618"X18"X1-3/8"(4) 3/4" Ø F1554 GR 36 HEAVY HEX HEAD - CORNER LAYOUT- SEE DETAIL15" BP718"X18"X1-1/8"(4) 3/4" Ø F1554 GR 36 HEAVY HEX HEAD - EDGE LAYOUT - SEE DETAIL15" BP818"X18"X1-3/8"(4) 3/4" Ø F1554 GR 36 HEAVY HEX HEAD - EDGE LAYOUT - SEE DETAIL15" 1 NOT TO SCALE 2 GRADE BEAM REINFORCING DIAGRAM 1 1 # 5 @ 9 " ( M ) # 5 @ 1 8 " ( M ) # 5 @ 9 " ( M ) L1 L2 L3 L4 L7 L7 L8 L8 LELH LLLNLPLQLR LI L10 L10 L6 L6 LJ L12 L12 LM LK LC LB LDLO L13.2 L13.2 L14L14 L16L16 L11 L9 L9 LF L13.1 L13.1 C L S 2 C L S 1 C L S 1 C L S 1 C L S 1 C L S 1 C L S 2 C L S 1 C L M 1 C L S 1 C L S 1 CL-S1 C L S 1 C L S 1 CL-S1 C L S 1 C L S 1 C L S 1 C L S 1 CL-S1 C L M 1 C L S 1 C L S 1 C L S 1 C L S 1 C L S 1 C L S 1 C L S 1 C L S 1 C L S 1 C L S 1 C L M 1 C L S 1 C L S 1 C L S 1 C L S 1 C L S 1 C L S 1 C L S 1 C L S 1 C L S 1 C L S 1 C L S 1 C L M 1 C L S 1 C L M 1 CL-M1 C L M 1 C L M 1 C L M 1 C L M 1 C L M 1 C L M 1 C L M 1 C L S 1 C L M 1 C L M 1 C L M 1 C L M 1 C L M 1 C L M 1 C L M 1 L15 L15 LA 23' - 0 1/8"25' - 11 7/8"23' - 6"26' - 4 1/4"24' - 1"29' - 8 1/2"30' - 0 3/4" 13' - 3"13' - 1 1/4" 9 ' 7 3 / 8 " 1 5 ' 9 3 / 4 " 3 ' 9 3 / 8 " 9 ' 4 3 / 8 " 4 ' 1 1 5 / 8 " 1 2 ' 7 1 / 4 " 4 ' 7 3 / 8 " 2 ' 1 0 5 / 8 " 1 2 ' 0 1 / 2 " 4 ' 3 1 / 2 " C L S 1 C L S 1 C L S 1 C L S 1 C L M 1 L5 C L S 1 CL-S1 C L S 1 LG 4 S201 1 S201 6 S201 5 S201 27' - 0"27' - 0"27' - 6 3/8"29' - 0" 10' - 6 1/2"21' - 8"4' - 9 3/4"6' - 8 1/4" 7 ' 6 " 1 2 ' 0 1 / 2 " 4 ' 3 1 / 2 " 2 2 ' 0 7 / 8 " 1 1 ' 1 " 2 2 ' 0 7 / 8 " 1 1 ' 1 " 1 7 ' 8 7 / 8 " 2 2 ' 1 0 1 / 8 " 2 7 ' 0 " 2 7 ' 0 " 2 6 ' 1 0 5 / 8 " 1 2 ' 7 1 / 4 " 4 ' 1 1 5 / 8 " 9 ' 4 3 / 8 " 2 6 ' 1 1 1 / 4 " 2 9 ' 2 1 / 2 " 4 S203 6" CONC. SLAB W/ #5 @ 9" O.C. EAST-WEST AND #5 @ 18" O.C. NORTH-SOUTH, TYP. REBAR SHALL BE PLACED AT MIDDLE OF SLAB 4 S203 Sim 1 S202 1 S202 Sim 9 S202 3 S202 4 S202 5 S202 7 S202 PERIMETER SLAB ONLY AT THIS AREA * UP UPUP 12' - 5 7/8"10' - 6" 2 ' 9 " 9 ' 1 1 3 / 4 " CL-S1 SAW-CUT CONTROL JOINTS 18'-0" O.C., TYP. SEE DETAIL/ 6S202 3 3 / 4 " C L S 1 C L S 1 DEPRESS SLAB 3/4" FOR WALK-OFF MAT IN THIS AREA DEPRESS SLAB 3/4" FOR WALK-OFF MAT IN THIS AREA 8 S202 L14.2 *CONTRACTOR SHALL PROVIDE COMPACTED STRUCTURAL FILL UP TO BOTTOM OF SLAB ELEVATION 2 S202 TYPICAL F.F. = 394.54 OVERLAY CONCRETE RAMP OVERLAY CONCRETE RAMP F.F. = 395.00 5 S201 Sim F.F. = 395.07 ALL STEEL COLUMNS IN PARKING AREAS TO BE ENCASED IN CONCRETE TO A HEIGHT OF 9'-2 1/2" ABOVE FINISHED FIRST FLOOR, TYPICAL. SEE DETAIL C L M 1 CL-M1 7 S202 Sim 1 ' 3 1 / 2 " 1 ' 0 " 1 ' 9 " 7 ' 6 5 / 8 " 9' - 10 1/2"14' - 2 1/2"11' - 4"12' - 9 1/2"10' - 5"12' - 9 1/2"12' - 5 1/4" L5.5 6" CONC. SLAB W/ #5 @ 9" O.C. EAST-WEST AND #5 @ 18" O.C. NORTH-SOUTH, TYP. REBAR SHALL BE PLACED AT MIDDLE OF SLAB SLAB TOPPING F.F. = 394.97 E L E V A T O R P I T 4" CONCRETE SLAB WWF 6X6 W4.0 X W4.0 SLAB TOPPING F.F. = 395.07 4" CONCRETE SLAB WWF 6X6 W4.0 X W4.0 4" CONCRETE SLAB WWF 6X6 W4.0 X W4.0 C L S 1 C L S 1 CL-S1 2 ' 9 7 / 8 " 13 S201 10 S202 1 11 S202 / 11S202 1 1 STEEL COLUMN CMU PILASTER MASONRY WALL CONCRETE GRADE BEAM BELOW RE-BAR (MIDDLE) - SIZE / SPACING C L M 1 C L S 1 S101 NOTES 1. SEE FOUNDATION PLAN, S100 FOR BASE PLATE SCHEDULE. 2. ALL BOTTOM OF COLUMN BASE PLATE ELEVATION SHALL BE TOP OF GRADE BEAM + 3/4" FOR NON-SHRINK GROUT. 3. CONTRACTOR TO COORDINATE THE LOCATION OF MILLWORK/FURNITURE BASEPLATES IN THE RESIDENT LOUNGE WITH SLAB INSTALLATION. REFER TO ID DRAWINGS FOR LOCATIONS OF MILLWORK WITH STEEL BASEPLATES. MILLWORK CONTRACTOR RESPONSIBLE FOR STEEL WITHIN MILLWORK. 4. CONNECT WIDE FLANGE BEAMS TO CMU COLUMNS WITH 15.5"X15.5"X2" BEARING PLATES. PLATES SHALL HAVE (4) 3/4"X4" STUDS WELDED TO BOTTOM AND EMBEDDED INTO CMU COLUMNS. 1. REMOVE ALL INTERIOR STUCCO FINISH. NOTIFY ENGINEER OF RECORD ONCE ALL STUCCO HAS BEEN REMOVED. ENGINEER OF RECORD SHALL INSPECT INTERIOR FACE OF BRICK TO ADVISE ON LOCATIONS REQUIRING RE-POINTING. 2. REFER TO EXISTING BRICK REPAIR/RESTORATION ON SHEET S001 FOR OUTLINE OF WORK REQUIRED ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION As indicated 1 1 1 1S S S ST TT T F FF FL LL LO O O OO O O OR R R R S S S SL LL LA A A AB B B B P P P PL LL LA A A AN N N N S S S S1 1 1 10 0 0 01 1 1 1 Taitem 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 3/32" = 1'-0" 1 1ST FLOOR SLAB PLAN FIRST FLOOR SLAB PLAN LEGEND STEEL COLUMN SCHEDULE TYPE MARK TYPE ADDITIONAL INFO CL-S1W12X65SEE FOUNDATION PLAN FOR REQ'D BASE PLATE CL-S2W12X96SEE FOUNDATION PLAN FOR REQ'D BASE PLATE MASONRY COLUMN SCHEDULE TYPE MARK WIDTHLENGTH VERTICAL REINFORCEMENT TOP AND BOTTOM STIRRUPS MIDDLE STIRRUPSCOMMENTS CL-M11' - 4"1' - 4"(8) #7#3 @ 12" O.C.#3 @ 12" O.C. 1ST FLOOR BRICK REHABILITATION NOTES 1 L1 L2 L3 L4 L7 L7 L8 L8 LELH LLLNLPLQLR LI L10 L10 L6 L6 LJ L12 L12 LM LK LC LB LDLO L13.2 L13.2 L14L14 L16L16 L11 L9 L9 LF W14X53 (-2") W 2 4 X 1 6 2 ( 0 " ) W 2 4 X 1 4 6 ( 2 " ) W 1 4 X 9 0 ( 2 " ) W 1 6 X 5 7 ( 0 " ) W24X146 (0") W 2 4 X 1 4 6 ( 0 " ) W 2 4 X 1 4 6 ( 0 " ) W 2 4 X 1 4 6 ( 0 " ) W 2 4 X 1 4 6 ( 0 " ) W 2 7 X 1 9 4 ( 0 " ) W 2 4 X 5 5 ( 4 " ) W 2 4 X 5 5 ( 4 " ) W 2 4 X 1 9 2 ( 4 " ) W 2 4 X 1 4 6 ( 0 " ) W 2 4 X 1 4 6 ( 0 " ) W 1 6 X 5 7 ( 2 " ) L13.1 L13.1 C L M 1 CL-S1 C L S 1 C L S 1 C L S 2 C L S 1 C L M 1 C L S 1 C L S 1 C L S 1 C L S 1 CL-S1 C L S 1 C L S 1 C L S 1 C L S 1 C L S 1 C L S 1 CL-M1 C L S 1 C L S 1 C L S 1 C L S 2 C L S 1 C L S 1 C L S 1 C L S 1 C L S 1 C L S 1 C L S 1 C L S 1 C L S 1 C L M 1 C L S 1 C L S 1 C L S 1 C L S 1 C L S 1 C L S 1 C L S 1 C L S 1 C L S 1 C L S 1 C L S 1 C L M 1 C L S 1 C L M 1 C L M 1 C L M 1 C L M 1 C L M 1 C L M 1 C L M 1 CL-M1 W 2 4 X 1 9 2 ( 0 " ) W 1 4 X 9 0 ( 2 " ) W 1 6 X 5 7 ( 0 " ) W 1 6 X 8 9 ( 0 " ) W 1 6 X 8 9 ( 0 " ) C L M 1 C L M 1 C L M 1 C L M 1 C L M 1 C L M 1 C L S 1 C L M 1 C L M 1 L15 LA C L M 1 W 2 7 X 1 9 4 ( 0 " ) W 2 7 X 1 9 4 ( 0 " ) W 2 4 X 5 5 ( 4 " ) W 2 7 X 1 9 4 ( 0 " ) W 1 2 X 2 6 ( 4 " ) W12X26 (0") W 1 2 X 2 6 ( 0 " ) W 1 2 X 2 6 ( 0 " ) W 1 6 X 8 9 ( 2 " ) W 1 6 X 5 7 ( 2 " ) W14X53 (-2") W 1 8 X 1 1 9 ( 0 " ) W 1 8 X 1 1 9 ( 0 " ) W 1 6 X 5 7 ( 0 " ) W12X26 (0") W24X146 (0")W24X146 (0")W24X146 (0") W14X53 (-2")W14X90 (-2")W14X53 (-2") W 2 4 X 1 6 2 ( 0 " ) W 2 4 X 1 6 2 ( 0 " ) W 1 2 X 2 6 ( 0 " ) W 2 4 X 1 4 6 ( 0 " ) W 2 4 X 1 4 6 ( 0 " ) W 2 4 X 1 4 6 ( 0 " ) W 2 4 X 1 4 6 ( 0 " ) W 2 4 X 1 4 6 ( 0 " ) W 2 4 X 1 4 6 ( 0 " ) W 2 4 X 1 4 6 ( 0 " ) W 2 4 X 1 4 6 ( 0 " ) W 2 4 X 1 4 6 ( 0 " ) L5 W 2 4 X 5 5 ( 4 " ) W 2 4 X 6 2 ( 4 " ) W 2 4 X 6 2 ( 4 " ) LG W 1 6 X 8 9 ( 0 " ) 1 ' 3 1 / 2 " 4 ' 3 1 / 2 " 1 2 ' 0 1 / 2 " 2 ' 1 0 5 / 8 " 4 ' 7 3 / 8 " 1 2 ' 7 1 / 4 " 4 ' 1 1 5 / 8 " 9 ' 4 3 / 8 " 1 9 ' 7 1 / 8 " 9 ' 7 3 / 8 " 27' - 0"27' - 0"27' - 6 3/8"29' - 0" 1 2 ' 0 1 / 2 " 4 ' 3 1 / 2 " 2 2 ' 0 7 / 8 " 1 1 ' 1 " 2 2 ' 0 7 / 8 " 1 1 ' 1 " 1 7 ' 8 7 / 8 " 2 2 ' 1 0 1 / 8 " 2 7 ' 0 " 2 7 ' 0 " 2 6 ' 1 0 5 / 8 " 32' - 2 1/2"11' - 5 7/8" 10' - 6 1/2"21' - 8"4' - 9 3/4"6' - 8 1/4" 14 S204 6 S204 1 S204 12 S204 1 S202 8" 6 S204 Sim 1 ' 0 " C T N 1 B C T N 1 A C T N 2 A C T N 2 B C T N 3 A C T N 3 B C T N 4 B C T N 4 A W 2 4 X 5 5 ( 4 " ) C T N 5 A C T N 6 A C T N 6 B C T N 8 A C T N 8 B C T N 9 A C T N 1 0 A C T N 1 1 A C T N 9 B C T N 1 0 B C T N 1 1 B CTN-12ACTN-12BCTN-13B W 2 7 X 1 9 4 ( 0 " ) C T N 5 B W 2 4 X 1 4 6 ( 2 " ) 9 S204 C T N 7 A C T N 7 B 5 S204 1 S207 3 3 / 4 " W14X53 (-2") 11 S204 13 S204 SIM 10 S204 SIM 10 S204 SIM 10 S204 SIM 10 S204 SIM 13 S204 SIM 12 S204 Sim W14X53 (-2") 15 S204 SIM 16 S204 SIM 8 S204 SIM 8 S204 SIM W 2 4 X 5 5 ( 4 " ) W 1 2 X 2 6 ( 4 " ) CTN-13A L14.2 2 S204 SEE DETAIL FOR TYPICAL SLAB EDGE GUSSET PLATE REINFORCING, 4'-0" O.C. AND AT POSTS AND ENDS OF SHEAR WALLS ALONG BUILDING PERIMETER CL-M1 CL-M1 8" L5.5 7 ' 9 " 4 ' 1 1 3 / 8 " 1 0 ' 1 3 / 4 " 2 ' 7 3 / 8 " 5' - 2 1/8"7' - 10" 10' - 7"2' - 0" 11" 4' - 0"6' - 6 1/8" 6 " 1 ' 1 0 1 / 8 " 4' - 6"9' - 10 1/4" 1 0 3 / 8 " 1 7 ' 4 " 1 0 3 / 8 " 1 ' 0 1 / 2 " 4 ' 1 0 3 / 8 " 17' - 0 5/8"1 5/8" 7' - 1"9' - 11 5/8" 1 5/8" 7' - 0 1/2"4' - 0" 2 ' 0 " 8 " 1' - 10 5/8" 3' - 3 5/8" 1 ' 1 0 1 / 8 " 5 ' 1 " 3' - 3 3/4" 1 4 ' 1 0 " 15' - 5 5/8" 5' - 5 5/8" 7' - 0 1/4" 2 ' 5 5 / 8 " 4 ' 3 1 / 8 " 8 S206 13' - 3"13' - 1 1/4"9' - 10 1/2"14' - 2 1/2"11' - 4"12' - 9 1/2"10' - 5"12' - 9 1/2"12' - 5 1/4" 23' - 0 1/8"25' - 11 7/8"23' - 6"26' - 4 1/4"24' - 1"29' - 8 1/2"30' - 0 3/4" 3 S206 4 S206 4 S206 SIM 4 S206 S I M 1 1 10 S203 MASONRY BEARING WALL BELOW STEEL BEAM BELOW STEEL MOMENT FRAME MOMENT FRAME CONNECTION LABEL TOP OF STEEL STEEL COLUMN BELOW CMU PILASTER BELOW CONCRETE PLANK SPAN DIRECTION W24X55 C L M 1 C L S 1 CTN-1A T.O.S. V M A 1. REMOVE ALL INTERIOR STUCCO FINISH. NOTIFY ENGINEER OF RECORD ONCE ALL STUCCO HAS BEEN REMOVED. ENGINEER OF RECORD SHALL INSPECT INTERIOR FACE OF BRICK TO ADVISE ON LOCATIONS REQUIRING RE-POINTING. 2. REFER TO EXISTING BRICK REPAIR/RESTORATION ON SHEET S001 FOR OUTLINE OF WORK REQUIRED ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION As indicated 2 2 2 2N N N ND D D D F FF FL LL LO O O OO O O OR R R R F FF FR R R RA A A AM M M MI II IN N N NG G G G PLAN PLAN PLAN PLAN S S S S1 1 1 10 0 0 02 2 2 2 Taitem 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 3/32" = 1'-0" 1 2ND FLOOR FRAMING PLAN S102 GENERAL NOTES 1.T.O.S. = 11'-9" = 0" T.O.S. VARIATIONS SHOWN (+) OR (-) FROM 0" 2.ALL EXTERIOR WALLS, CORRIDOR WALLS, AND SHEAR WALLS SHALL BEAR DIRECTLY ON PLANK. 3.ALL NON-LOAD BEARING AND INTERIOR PARTITIONS BEAR DIRECTLY ON PLANK. 4.FOR BEARING WALL AND SHEAR WALL SILL PLATE ANCHORAGE, SEE "WALL SILL PLATE ANCHORAGE TO PLANK" ON SHEAR WALL KEY PLAN, SHEET S107 5.CONTROL / SAWCUT JOINTS SHALL BE SPECIFIED BY PLANK MANUFACTURER STEEL COLUMN SCHEDULE TYPE MARK TYPE ADDITIONAL INFO CL-S1W12X65SEE FOUNDATION PLAN FOR REQ'D BASE PLATE CL-S2W12X96SEE FOUNDATION PLAN FOR REQ'D BASE PLATE SECOND FLOOR FRAMING PLAN LEGEND MASONRY COLUMN SCHEDULE TYPE MARK WIDTHLENGTH VERTICAL REINFORCEMENT TOP AND BOTTOM STIRRUPS MIDDLE STIRRUPSCOMMENTS CL-M11' - 4"1' - 4"(8) #7#3 @ 12" O.C.#3 @ 12" O.C. MOMENT, SHEAR & AXIAL FORCE CONNECTION SCHEDULE CONNECTION A M (K-ft)V (K)A (K)CONNECTION BM (K-ft)V (K)A (K) CTN-1A82.530.50CTN-1B82.530.50 CTN-2A46.5830CTN-2B5481150 CTN-3A52.3830CTN-3B0130 CTN-4A81310CTN-4B81310 CTN-5A671480CTN-5B9632040 CTN-6A9271440CTN-6B2220 CTN-7A93330CTN-7B78330 CTN-8A197730CTN-8B82620 CTN-9A397640CTN-9B197350 CTN-10A248900CTN-10B39799.50 CTN-11A60.5280CTN-11B402 60 CTN-12A62270CTN-12B61270 CTN-13A40430CTN-13B40430 1.M = MOMENT, V = SHEAR, A = AXIAL 2.K-ft = KIP FEET, K = KIPS 3.KIPS = 1,000 LBS 4.REFER TO STEEL DETAILS ON SHEET S204 5.ALL MOMENTS AND AXIAL LOADS SHOWN IN SCHEDULE ABOVE ARE REVERSIBLE. 2ND FLOOR BRICK REHABILITATION NOTES LOAD BEARING WALL ABOVE SHEAR WALL ABOVE WOOD POST ABOVE CMU WALL BELOW STEEL BEAM BELOW STEEL COLUMN BELOW CONCRETE PLANK SPAN DIRECTION PLANK AREA OUTSIDE OF HABITABLE SPACE L1 LE LR LJ L12 LCLO L16L16 L9 A AB DE FGH JK K 1 4 3 5 8 7 9 10 11 2 2 . 1 1 K 6 L15 LAC C 1 . 5 K 1 . 5 K 1.5K 1.5K 1 0 . 7 7 K 9 K 5 . 3 K 5 . 3 K 5 . 3 K 5 . 3 K 8 . 9 K 8 . 9 K 5 . 7 5 K 5 . 7 5 K 6 . 7 5 K 6 . 7 5 K 3.89K 4 . 5 8 K 4 . 5 8 K 5K3.89K 3 . 8 9 K 3 . 8 9 K 2 1 K 2 1 K 1 2 K 1 2 K 1 2 K 1 2 K 1 7 K 1 7 K 1 1 . 4 2 K 12.33K 3 . 3 2 K 3 . 3 2 K 1 2 K 1 1 . 5 2 K 1 2 K 1 2 K 1 2 K 1 2 . 3 3 K 2 . 1 1 K 2 . 1 1 K 2 . 1 1 K 4 . 9 K 1 1 . 5 2 K 1 . 6 5 K 1 . 6 5 K 1 . 6 5 K 1 . 6 5 K 2 . 1 1 K 2.11K 2 . 1 1 K 2 . 1 1 K 2.1K 1 4 . 8 2 K 12K 1 1 . 2 K 5 . 2 4 K 31 '1-0"24 '5- 3/4" 9 K 5 . 3 K 5 . 3 K 5 . 3 K 5 . 3 K 8 . 9 K 8 . 9 K 7.1K 7.1K 5 . 7 5 K 5 . 7 5 K 6 . 7 5 K 6 . 7 5 K 4 . 5 8 K 4 . 5 8 K 3 . 8 9 K 3 . 8 9 K 2 . 1 1 K 2 . 1 1 K 2 . 1 1 K 2 . 1 1 K 2 . 1 1 K 2 . 1 1 K 2 . 1 1 K 2 . 1 1 K 2 . 1 1 K 2 . 1 1 K 2 . 1 1 K 2 . 1 1 K 2 . 1 1 K 2 . 1 1 K 2 . 1 1 K 2 . 1 1 K 2 . 1 1 K 2 . 1 1 K 2 . 1 1 K 2 . 1 1 K 2 . 1 1 K 2 . 1 1 K 2 . 1 1 K 2 . 1 1 K 2 . 1 1 K 2 . 1 1 K 2 . 1 1 K 3 . 0 3 K 3 . 0 3 K 4 . 5 4 K 4 . 5 4 K 2 . 1 1 K 2 . 1 1 K 2 . 1 1 K 2 . 1 1 K 2 . 1 1 K 2 . 1 1 K 5 . 7 5 K 5 . 7 5 K 2 . 1 1 K 2 . 1 1 K 7 . 9 1 K 7 . 9 1 K 1 5 . 0 2 K 1 5 . 0 2 K 1 1 . 4 K 11.4K 6 . 3 4 K 6 . 3 4 K 5 . 2 8 K 5 . 2 8 K 6 . 3 3 K 6 . 3 3 K 3 . 8 9 K 3 . 8 9 K 3 . 8 9 K 3 . 8 9 K 6 . 6 6 K 6 . 6 6 K 2 . 1 1 K 2 . 1 1 K 2 . 1 1 K 2 . 1 1 K 2 . 1 1 K 2 . 1 1 K 2 . 1 1 K 3 . 3 1 K 1 2 . 8 4 K 2 0 . 7 2 K 1 5 . 6 K 2 . 3 K 2 . 1 1 K 2 . 1 1 K 2 . 1 K 5.82K 6 . 9 1 K 6 . 9 1 K 6 . 9 1 K 1 . 0 4 K 1 4 . 8 2 K 4 3 . 1 K 2 2 . 7 7 K 4 3 . 1 K 4 3 . 1 K 4 . 8 1 K 5 . 1 8 K 5 . 1 8 K 4 . 9 K 4 . 9 K 6 . 1 4 K 6 . 1 4 K 4 . 9 K 1 0 . 7 7 K 5 . 2 4 K 1 1 . 2 K 1 8 . 1 2 K 4 . 2 4 K 4 . 2 4 K 4 . 2 4 K 3 . 7 6 K 4 . 6 K 3 . 8 1 K 2 . 6 2 K 5 K 3 . 3 2 K 3 . 3 2 K 1 7 K 1 7 K 1 2 K 1 2 K 1 2 K 1 2 K 2 1 K 2 1 K 2 1 . 6 9 k 2 1 . 6 9 k 1 2 K 1 2 K 1 2 K 1 2 K 1 1 . 5 2 K 1 1 . 5 2 K 1 . 6 5 K 1 . 6 5 K 1 . 6 5 K 1.65K 1 . 6 5 K 1.65K 1 1 . 4 2 K 1 1 . 4 2 K 1 1 . 4 2 K 1 8 . 5 4 K 1 8 . 5 4 K 1 2 . 3 3 K 1 2 . 3 3 K 1 2 . 3 3 K 1 2 . 3 3 K 1 2 . 3 3 K 1 2 . 3 3 K 1 2 . 3 3 K 1 2 . 3 3 K 1 2 . 3 3 K 1 1 . 4 2 K 1 1 . 4 2 K 1 1 . 4 2 K 1 1 . 4 2 K 1 . 5 K 1 . 5 K 4 . 2 K 4 . 2 K 7 . 6 K 7 . 6 K 1 0 . 0 7 K 1 0 . 0 7 K 3 . 5 K 3 . 5 K 3 . 5 K 3 . 5 K 3 . 5 K 3 . 5 K 3 . 5 K 3 . 5 K 3 . 5 K 3 . 5 K 3 . 5 K 3 . 5 K 3 . 5 K 3 . 5 K 3 . 5 K 3 . 5 K 3 . 5 K 3 . 5 K 3 . 5 K 3 . 5 K 3 . 5 K 3.5K 1 1 . 5 2 K 1 1 . 5 2 K 1 . 7 1 K 1 . 7 1 K 1 1 . 5 2 K 1 1 . 5 2 K 1 . 7 1 K 1 . 7 1 K 1 . 7 1 K 1 . 7 1 K 1 3 K 1 3 K 1 3 K 1 3 K 1 3 K 1 3 K 1 3 K 1 3 K 2 1 . 9 6 K 2 1 . 9 6 K 2 1 . 9 6 K 2 1 . 9 6 K 1 . 7 1 K 1.71K 1 . 6 5 K 1.65K 1 . 7 1 K 1 . 7 1 K 1 . 7 1 K 1 . 7 1 K 6 . 4 6 K 6 . 4 6 K 0 . 2 4 K 0 . 2 4 K 1 . 1 3 K 1 . 1 3 K 1 . 1 3 K 1 . 1 3 K 1 . 1 3 K 1 . 1 3 K 1 . 1 3 K 1 . 1 3 K 1 . 1 3 K 1 . 1 3 K 0 . 2 4 K 0 . 2 4 K 1 . 1 3 K 1 . 1 3 K 1 . 1 3 K 1 . 1 3 K 1 . 1 3 K 1 . 1 3 K 1 . 1 3 K 1 . 1 3 K 1 . 1 3 K 1 . 1 3 K 1 . 1 3 K 1 . 1 3 K 3 8 . 9 4 K 3 6 . 3 3 K 4 2 . 1 K 2 9 . 7 K 2 3 . 2 3 K FTT N. ,I.Y.L/P.BSL 11 '6- 1/8" "4/3 '9-6 5 /"14 8- '31 50 '5- 1/2" /"18 11- '73 5" 97'- 8"7/2 29'- 4"1/2 49'- "4/3 '5-3 3 4"3/2 62'- 8"1/11 49'- 17' -5 8"5/23' -8 8"1/41' -2 8"3/ "8/3 '0-6 2"'1-2 2 "4/3 0'1-4 2"8/5 1'1-0 2 "4/1 '2-0 2 251 '41- "3 / 39' - 4 12/" 2227 '"1 - / 3' -6" 7 0 0 P L F 8"3/9 19'- 8"7/8 20'- 3 . 3 3 K 3 . 3 3 K "/85 -5' 0 4 "8/'5 - 85 2 16' - 10 78/" W I N D T = 2 K W I N D T = 1 . 5 K CROSS-HATCHED AREAS INDICATE PLANK AREA OUTSIDE OF HABITABLE SPACE, TYP. 40 PSF SNOW LOAD + 10 PSF DL (IMPOSED). COORDINATE W/ ARCHITECTURAL PLANS FOR ROOF ASSEMBLY CROSS-HATCHED AREAS INDICATE PLANK AREA OUTSIDE OF HABITABLE SPACE, TYP. 40 PSF SNOW LOAD + 10 PSF DL IMPOSED). COORDINATE W/ ARCHITECTURAL PLANS FOR ROOF ASSEMBLY. 4 . 8 1 K 3.57K W I N D 1 8 . 2 K W I N D 1 8 . 2 K W I N D 1 3 . 6 K W I N D T = 1 . 5 K W I N D T = 2 K W I N D 9 . 1 K W I N D 9 . 1 K W I N D 9 . 1 K W I N D 9 . 1 K W I N D 1 2 . 6 K W I N D 9 . 1 K W I N D 1 2 . 6 K W I N D 1 2 . 6 K W I N D 9 . 1 K W I N D 9 . 1 K W I N D 9 . 1 K W I N D 9 . 1 K W I N D 9 . 1 K W I N D 9 . 1 K W I N D 9 . 1 K W I N D 9 . 1 K W I N D 1 2 . 6 K W I N D 1 2 . 6 K W I N D 1 2 . 6 K W I N D 9 . 1 K W I N D 1 2 . 6 K W I N D 1 2 . 6 K W I N D 9 . 1 K W I N D 1 2 . 6 K W I N D 1 2 . 6 K W I N D 9 . 1 K W I N D 9 . 1 K W I N D 1 2 . 6 K W I N D 9 . 1 K W I N D 9 . 1 K W I N D 9 . 1 K W I N D 9 . 1 K W I N D 9 . 1 K W I N D 9 . 1 K W I N D 9 . 1 K W I N D 9 . 1 K W I N D 1 2 . 6 K 3 . 8 9 K 3 . 8 9 K 8"1/8 39'- 5887 '"5 - / 4"1/-7 15'4" 3'- 1784 '"3 - / 1/81" 1-4 ' "'4-3 3/43" 3-9 ' 39' -2" 3/43" 3-9 ' "/43 -3' 9 3 1489 '"3 - / 315 '"- 82 '"- 391 '"- "8/1 '0- 91 "8/'3 - 94 3 '"- 97 1 "8/'7 - 97 1 "8/'3 - 19 "8/'7 - 37 2 10' -2 8"5/10' -4 8"5/3' -4" 8"5/0 13'- 2" 3'- 78 '"- 2"1/6 9'- 34 '"- 11 '1- " 1 9 . 2 4 K 7.4K W I N D 1 2 . 6 K 4 . 9 K 1 . 1 2 K 1 . 1 2 K 1 . 1 2 K 1 . 1 2 K L5.5 5 1 / 4 " 4 7/8"4 7/8" 1 1 1 / 4 " 1 1 ' 5 3 / 4 " 1 ' 6 " V . I . F . 1 ' 0 " 1 ' 0 " 1' - 7 7/8" V.I.F.10"4 7/8" 5 1/2" V . I . F . 1 1 ' 2 3 / 8 " W I N D 1 2 . 6 K W I N D 1 2 . 6 K 3" -35 ' 5 , 8 7 1 P L F . W I N D 1 8 . 2 K 4"1/7 11'- 8 4 0 P L F 4"3/4 11'- 8 4 0 P L F W I N D 1 8 . 2 K W I N D 1 8 . 2 K 8"1/11 -35 ' 3 . 2 8 5 P L F ( T Y P I C A L , A L L W A L L S E G M E N T S A L O N G T H I S L N E ) 8"1/11 -35 ' 3 . 2 8 5 P L F ( T Y P I C A L , A L L W A L L S E G M E N T S A L O N G T H I S L N E ) 345/" 2-4 ' 345/" 2-4 ' 2 , 9 0 3 P L F . ( T Y P I C A L , A L L W A L L S E G M E N T S A L O N G T H I S L N E ) 3 , 0 5 3 P L F . ( T Y P I C A L , A L L W A L L S E G M E N T S A L O N G T H I S L N E ) W I N D 1 8 . 2 K W I N D 9 . 1 K 2"1/10 12'- 7 5 8 P L F 5081 '"5 - / 388/" 1-8 ' 3 , 7 0 6 P L F . 491 '0- " 3 , 3 3 9 P L F . ( T Y P I C A L , A L L W A L L S E G M E N T S A L O N G T H I S L N E ) 7 5 8 P L F W I N D 1 3 . 6 K 4 , 0 3 7 P L F . 3 , 8 3 2 P L F . 3 , 1 6 7 P L F . ( T Y P I C A L , A L L W A L L S E G M E N T S A L O N G T H I S L N E ) 582/" 4-4 ' 8"7/7 19'- 1 , 5 3 6 P L F W I N D 9 . 1 K 2 , 8 7 8 P L F 2 , 1 6 8 P L F 2 , 4 0 6 P L F 4885 '"5 - / 1 , 6 1 4 P L F . W I N D 9 . 1 K 1 , 5 3 6 P L F . 5 , 2 0 0 P L F 6 , 5 7 6 P L F 4" 3'- 6 4 0 P L F 1 , 0 2 2 P L F 3 6 0 P L F 5 , 4 3 9 P L F 1 , 2 0 0 P L F 4 0 0 P L F 1 , 2 8 0 P L F 5 , 4 3 9 P L F 6 , 2 1 9 P L F 3 , 9 1 2 P L F 1 , 5 3 6 P L F 6 , 8 6 9 P L F 6 , 8 6 9 P L F 6 , 8 6 9 P L F 6 , 8 6 9 P L F 5 , 1 3 5 P L F 1 , 5 3 6 P L F 8 4 0 P L F ( T Y P I C A L , A L L W A L L S E G M E N T S A L O N G T H I S L I N E ) "8/1 '4-3 "'4-3 "'4-3 4" 3'- 4"1/3 3'- "'4-3 "'4-3 "'4-3 "4- '3 /"18 8- '2 4"1/3 3'- 2 , 1 5 9 P L F 1 , 6 1 4 P L F 1 , 5 3 6 P L F 6 , 8 4 7 P L F 3386 '"3 - / 5 , 1 4 9 P L F 4 , 3 1 2 P L F 4 , 8 4 6 P L F 2 , 2 5 9 P L F 5 , 8 6 0 P L F 1 , 5 3 6 P L F 6 , 8 6 9 P L F 6 , 8 6 9 P L F 3 , 8 8 2 P L F 4 , 5 5 7 P L F 2"1/1 3'- 2' -6 8"7/ 4"3/6 1'- 8 4 0 P L F ( T Y P I C A L , A L L W A L L S E G M E N T S A L O N G T H I S L I N E ) 3 , 4 9 2 P L F 1 , 3 6 8 P L F . 3 , 5 8 6 P L F 4 , 1 8 2 P L F 3 , 8 1 4 P L F 3 , 9 2 2 P L F 3 , 2 7 2 P L F 4 . 8 4 K 4 . 8 4 K 8 4 0 P L F 7 5 8 P L F 2 , 2 2 4 P L F 3 , 4 1 4 P L F 4 , 1 8 9 P L F 3 , 4 1 4 P L F 2 , 9 7 6 P L F 24' -3 2"1/ 1 , 3 6 2 P L F W I N D 1 2 . 6 K 3 , 4 9 2 P L F ( T Y P I C A L , A L L W A L L S E G M E N T S A L O N G T H I S L I N E ) 1' -8"1' -6 4"3/ LL & DL RATIOS: LL DL 1) EXTEROR LOAD BEARING WALLS = 50% 50% 2) INTERIOR LOAD BEARING WALLS = 54% 46% 3) EXTERIOR NON-LOAD BEARING WALLS = 10% 90% 4) INTERIOR NON-LOAD BEARING WALLS = 28% 72% 1 1 4" 3'- 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION As indicated 2 2 2 2N N N ND D D D F FF FL LL LO O O OO O O OR R R R P P P PL LL LA A A AN N N NK K K K L LL LO O O OA A A AD D D DI II IN N N NG G G G P P P PL LL LA A A AN N N N S S S S1 1 1 10 0 0 02 2 2 2. . . .1 1 1 1 Taitem 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET CONCRETE PLANK LOADING PLAN LEGEND S102.1 GENERAL NOTES 1.PLAN IS FOR REFERENCE FOR PLANK DESIGN. FOR PLANK ORIENTATION REFER TO S102 2.T = TENSION DUE TO WIND OR SEISMIC C = COMPRESSION DUE TO WIND OR SEISMIC LOAD TOTALS SHOWN REPRESENT 53% LL/SL PLUS 47% DL ALL LOADS SHOWN ARE IN ALLOWABLE STRESS DESIGN 3.ADDITIONAL TENSION AND COMPRESSION LOADS OCCUR ON TOP OF CONCRETE BEAMS AND ARE NOT SHOWN, BUT ARE OF SIMILAR MAGNITUDE AS ONES SHOWN. 4.IN ADDITION TO THE LINE AND POINT LOADS SHOWN, THERE WILL BE UNIFORM DISTRIBUTED LOADS ON THE PLANKS OF: A) AT CORRIDORS; 80 PSF LIVE LOAD AND 25 PSF DEAD LOAD B) AT APARTMENT UNITS; 40 PSF LIVE LOAD AND 25 PSF DEAD LOAD 5.REFER TO S102 FOR PLANK OPENINGS AND PENETRATIONS. 6.A CAD DRAWING OF PLANK LOADING PLAN IS AVAILABLE IF REQ'D. 7.PLF INDICATES LBS. / LIN. FT. 3/32" = 1'-0" 1 2ND FLOOR PLANK LOADING PLAN L1 LE LR LJ L12 LCLO L16L16 L9 A AB DE FGH JK K 1 4 3 5 8 7 9 10 11 11 2 3 H 1 D 3 H 1 D 3 H 1 3 H 1 A 3-H2 3 H 3 3 H 2 3 H 2 3 H 2 3 H 2 3-H23-H23-H23-H23-H23-H2 3 H 2 3 H 2 3 H 2 3 H 2 3 H 2 B 3-H2A 3-H2 3-H2 3 H 2 3 H 2 3 H 1 C 3 H 1 B 3 H 3 3 H 3 3-H2 3 W 5 B 3 W 5 3 W 5 3 W 5 3 W 5 3 W 5 3 W 6 3 W 5 B 3-W53-W53-W53-W53-W5 3 W 5 3-H2 3 H 2 3 H 2 C 3-B1 3 B 2 3 B 1 6 3 B 3 5 3 B 3 4 3 B 3 3 3 B 3 6 3 B 3 7 3 B 3 8 3 B 3 9 3 B 4 0 3 B 4 1 1 6 " L S L 1 . 3 E 1 7 5 0 F B R I M B O A R D 1 6 " L S L 1 . 3 E 1 7 5 0 F B R I M B O A R D 1 6 " L S L 1 . 3 E 1 7 5 0 F B R I M B O A R D 1 6 " L S L 1 . 3 E 1 7 5 0 F B R I M B O A R D 1 6 " L S L 1 . 3 E 1 7 5 0 F B R I M B O A R D 1 6 " L S L 1 . 3 E 1 7 5 0 F B R I M B O A R D 1 6 " L S L 1 . 3 E 1 7 5 0 F B R I M B O A R D 1 6 " L S L 1 . 3 E 1 7 5 0 F B R I M B O A R D 1 6 " L S L 1 . 3 E 1 7 5 0 F B R I M B O A R D @ 1 6 " F l r T r u s s 1 6 " @ 1 6 " F l r T r u s s 1 6 " @ 1 6 " F l r T r u s s 1 6 " @ 1 6 " F l r T r u s s 1 6 " @ 1 6 " F l r T r u s s 1 6 " @ 2 x 6 1 6 " @ 1 6 " F l r T r u s s 1 6 " @ 1 6 " F l r T r u s s 1 6 " @ 1 6 " F l r T r u s s 1 6 " @ 1 6 " F l r T r u s s 1 6 " @ 1 6 " F l r T r u s s 1 6 " @ 1 6 " F l r T r u s s 1 6 " @ 2x616" @ 1 6 " F l r T r u s s 1 6 " @ 2 x 6 1 6 " @ 1 6 " F l r T r u s s 1 6 " @ 1 6 " F l r T r u s s 1 6 " @ 2x616" @ 2x616" @ 1 6 " F l r T r u s s 1 6 " 3 H 6 3 H 6 A 3 B 1 7 3 H 6 C 3 B 1 3 6 3-B503-B51 3 B 5 2 3-B53 @ 1 6 " F l r T r u s s 1 6 " @ 1 6 " F l r T r u s s 1 6 " L15 LA 3 B 1 0 D 3 B 5 4 3 B 5 5 @ 2 x 6 1 6 " 3 B 7 3-H3 3 H 4 ( 1 ) P T 2 x 8 L E D G E R 3 B 1 5 @ 1 6 " F l r T r u s s 1 6 " @ 2x616" 3 B 1 4 ( 2 ) P T # 1 2 x 1 0 ( 2 ) P T # 1 2 x 1 0 1 6 " F l r T r u s s 1 6 " F l r T r u s s @ 16" Flr Truss16" @ 16" Flr Truss16" @ 1 6 " F l r T r u s s 1 6 " @ 1 6 " F l r T r u s s 1 6 " ( 2 ) P T # 1 2 x 1 0 ( 2 ) P T # 1 2 x 1 0 1 6 " F l r T r u s s 1 6 " F l r T r u s s 3 B 6 1 ( 2 ) P T # 1 2 x 1 0 ( 2 ) P T # 1 2 x 1 0 @ 1 6 " F l r T r u s s 1 6 " 3 B 6 2 ( 2 ) P T # 1 2 x 1 0 ( 2 ) P T # 1 2 x 1 0 3 W 1 0 3 W 1 0 3 W 1 0 B 3 W 1 0 B @ 1 6 " F l r T r u s s 1 6 " @ 1 6 " F l r T r u s s 1 6 " @ 1 6 " F l r T r u s s 1 6 " 1 6 " F l r T r u s s 1 6 " F l r T r u s s ( 2 ) P T # 1 2 x 1 0 ( 2 ) P T # 1 2 x 1 0 3 W 1 0 PT 2x10 @ 16" TYP. 1 6 " F l r T r u s s 1 6 " F l r T r u s s ( 2 ) P T # 1 2 x 1 0 ( 2 ) P T # 1 2 x 1 0 3 W 1 0 ( 2 ) P T # 1 2 x 1 0 ( 2 ) P T # 1 2 x 1 0 3 W 1 0 D 3 W 1 0 (2) PT #1 2x10 (2) PT #1 2x10 3 W 7 B 3 W 7 B 3 W 7 B 3 W 7 B 3 W 7 B 3 W 7 B 3 W 7 B 3 W 7 B 3 W 7 B 3 W 7 B 3 W 7 B @ 1 6 " F l r T r u s s 1 6 " 1 6 " F l r T r u s s 1 6 " F l r T r u s s 16" Flr Truss 16" Flr Truss 3 W 8 3 W 1 F 3 W 1 F 3 W 1 F 3 W 1 F 3 W 7 D 3 W 7 D 3 W 7 D 3 W 7 C 3 W 7 C 3 W 7 3 W 7 3 W 7 D 3 W 7 C 3 W 7 C 3 W 7 3 W 7 3 W 7 B 3 W 7 B 3 W 1 B 3 W 1 B 3 W 1 B 3 W 1 B 3 W 2 (2) BAYS OF 2x6 BLOCKING, 32" O.C., TOP AND BOTTOM CHORDS, TYPICAL AT JOIST END BAYS (2) BAYS OF 2x6 BLOCKING, 32" O.C., TOP AND BOTTOM CHORDS, TYPICAL AT JOIST END BAYS (2) BAYS OF 2x6 BLOCKING, 32" O.C., TOP AND BOTTOM CHORDS, TYPICAL AT JOIST END BAYS (2) BAYS OF 2x6 BLOCKING, 32" O.C., TOP AND BOTTOM CHORDS, TYPICAL AT JOIST END BAYS @ 1 6 " F l r T r u s s 1 6 " @ 16" Flr Truss16" 16" FLR TRUSS - SPACING AS REQ'D FOR LONGER SPAN AT THIS AREA AT VERTICAL CHASES, PROVIDE FLR TRUSS FRAMED OPENING W/ HEADER, TYP. @ 1 6 " F l r T r u s s 1 6 " @ 1 6 " F l r T r u s s 1 6 " C C 3 B 5 7 3 B 5 8 @ 2 x 6 1 6 " D O U B L E 2 X 6 @ 1 6 " (1) PT 2x8 LEDGER @ 1 6 " F l r T r u s s 1 6 " 3 B 3 8 B @ 1 6 " F l r T r u s s 1 6 " @ 16" Flr Truss16" 3 W 7 E 3 W 7 E 3 H 5 3-B33-B43-B5 @ 2 x 6 1 6 " 1 S207 S205 15 SEE DETAIL FOR TYPICAL BALCONY PERPENDICULAR TO FRAMING 1 6 " L S L 1 . 3 E 1 7 5 0 F B R I M B O A R D @ 1 6 " F l r T r u s s 1 6 " ( 2 ) P T # 1 2 x 1 0 3 W 7 B 3 W 1 0 B (2) PT #1 2x10 3 B 6 5 3 W 7 B 3 W 1 B 3 W 1 B 1 6 " F l r T r u s s @ 1 6 " 16" Flr Truss @ 16" S205 14 SEE DETAIL FOR TYPICAL BALCONY PARALLEL TO FRAMING 3 H 8 (1) BAY OF 2X6 BLOCKING, 24" O.C., TOP AND BOTTOM CHORDS, EACH SIDE OF GRIDLINE 1B 2 S204 Sim S P 1 , B K 4 , B P 7 P 4 3 W 7 D P 2 P 3 S P 1 , B K 4 , B P 3 S P 1 , B K 2 B , B P 5 S P 1 , B K 2 B , B P 5 S P 1 , B K 2 B , B P 5 S P 1 , B K 2 B , B P 6 P 5 , B K 2 C P 4 , B K 2 P 2 P 3 J 4 , P 1 S P 1 , B K 1 B , B P 8 S P 1 , B K 1 B , B P 8 S P 1 , B K 1 B , B P 8 J3, P1 P 2 P3 P 3 P 3 P2 L5.5 5 1 / 4 " 4 7/8"4 7/8" 1 1 ' 5 3 / 4 " 1 ' 0 " 10"4 7/8" 5 1/2" V . I . F . 1 1 ' 2 3 / 8 " 1 ' 6 " V . I . F . 1 ' 0 " 1' - 7 7/8" V.I.F. 8 S206 8 x 8 N O N R U S T I N G C O R N E R G U A R D 1 LOAD BEARING WALL BELOW - SEE ARCH. DWGS. FOR WALL TYPE SHEAR WALL BELOW - SEE ARCH. DWGS. FOR WALL TYPE POST BELOW - SEE BEAM AND HEADER SCHEDULES BEAM HANGER - SEE BEAM AND HEADER SCHEDULES BRACKET / PLATE SCHEDULE NOTES: 1. BK DESIGNATES BRACKET AT TOP OF POST 2. BP DESIGNATES BASE PLATE. 3. BASE PLATE STEEL SHALL BE Fy=50 KSI. 4. WHERE INDICATED, WOOD PLATE SHALL BE CUT SO THAT STEEL BASE PLATE BEARS DIRECTLY ON CONCRETE. 5. SUBMIT FOR REVIEW AND APPROVAL 1. REMOVE ALL STUCCO / PARGING FROM INSIDE FACE OF EXISTING BRICK ON 3RD FLOOR. REPOINT ALL INTERIOR JOINTS. 2. REFER TO EXISTING BRICK REPAIR/RESTORATION ON SHEET S001 FOR OUTLINE OF WORK REQUIRED ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 3/32" = 1'-0" 3 3 3 3R R R RD D D D F FF FL LL LO O O OO O O OR R R R F FF FR R R RA A A AM M M MI II IN N N NG G G G PLAN PLAN PLAN PLAN S S S S1 1 1 10 0 0 03 3 3 3 Taitem 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 3/32" = 1'-0" 1 3RD FLOOR FRAMING PLAN WOOD POST SCHEDULE TYPE MARKTYPE P1(1) 2x6 P2(2) 2x6 P3(3) 2x6 P3LVL(3) 2x6 LVL P4(4) 2x6 P5(5) 2x6 P6(6) 2x6 POST SCHEDULE NOTES 1.ALL POSTS ARE KING STUDS, UNLESS OTHERWISE NOTED 2.FULLY BLOCK FLOOR CAVITY AT POSTS WITH SAME NUMBER OF STUDS 3.LVL STUDS: 1.7E 2650 FB GENERAL FRAMING PLAN NOTES 1.TRUSSES SHALL BE JOIST HANGERED TO RIM BOARD WHERE RIM SERVES AS THE HEADER. 2.ALL LVL FRAMING TO BE 2.0E 3100FB 3.16" LADDER TRUSS OCCURS AT TOP OF ALL INTERIOR SHEAR WALLS. LADDER TRUSS MUST BE INSTALLED ON CORRECT SIDE OF SHEAR WALL FOR ALIGNMENT OF DRAG STRUT AND TRUSS (WHERE APPLICABLE), AND TO AVOID CONFLICT WITH WINDOWS. INSTALL ON THE SIDE THAT HAS THE LABEL "16" LADDER TRUSS ON SHEAR WALL". 4.SEE S107 /S107.1, SHEAR WALL KEY PLAN, FOR SHEAR WALL LINES. ALIGN TRUSS WITH SHEAR WALL LINES AS INDICATED ON FRAMING PLANS TO FACILITATE FASTENING OF PLYWOOD. SEE "DRAG STRUT / PLYWOOD FASTENING SCHEDULE AT SHEAR WALL LINES" ON S107 FOR DETAILS. 5.INSTALL BLOCKING FOR DRAG STRUTS AS SHOWN. SEE S107, SHEAR WALL KEY PLAN, FOR FURTHER DRAG STRUT INFORMATION AND NAILING. 6.FASTENING FOR ALL FLOOR SHEATHING SHALL BE 10d NAILS WITH A 6-12 PATTERN EXCEPT AS INDICATED ON "DRAG STRUT / PLYWOOD FASTENING SCHEDULE AT SHEAR WALL LINES ON SHEET S107. 7.FASTEN SHEATHING TO END BLOCKING WITH EDGE SPACING PATTERN. 8.IF EXTERIOR AND/OR INTERIOR SHEAR WALL SYSTEM IS PANELIZED, ALL PANELS SHALL BE FASTENED PER 9/S205 9.TOP PLATES AT INTERSECTING WALLS SHOULD BE SPLICED TO ENSURE PROPER CONNECTION (SHEAR AND BEARING WALLS). 10.AT BOTTOM PLATE AND AT TOP PLATE, AT EA. FLOOR, STRAP CORNERS WITH (1) SIMPSON CS20 STRAP, MIN. OVERLAP 1'-0" EA. END, TYP. ALL EXTERIOR PERIMETER WALLS. SEE DETAIL 10/ S205 11.AT SHEAR AND/ OR BEARING WALL TOP PLATES AND /OR BOTTOM PLATES THAT ARE NOTCHED OR DRILLED DUE TO PLUMBING, PROVIDE STRAPS ACROSS THE PLATES USING SIMPSON LSTA18. WALL FRAMING SCHEDULE FLOORFRAMING ALL EXTERIOR WOOD FRAMED WALLS / SHEAR WALLS 5:2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT 4:2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT 3:2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT 2:(2) 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT INTERIOR LOAD-BEARING WOOD FRAMED WALLS / SHEAR WALLS 5:2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT 4:2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT 3:(2) 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT 2:(2) 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT INTERIOR NON LOAD-BEARING SHEAR WALLS 2-52x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT UPPER FLOORS FRAMING PLAN LEGEND JACK SCHEDULE TYPE MARKTYPE J1(1) 2X6 J2(2) 2X6 J3(3) 2X6 J4(4) 2X6 J5(5) 2X6 J6(6) 2X6 JACK SCHEDULE NOTES 1.ADD KING STUD AT ALL JACK STUD LOCATIONS 2.FULLY BLOCK FLOOR CAVITY AT JACKS WITH SAME NUMBER OF STUDS THIRD FLOOR - EXTERIOR WALL HEADER SCHEDULE TYPE MARK NOMINAL OPENING DESCRIPTIONTYPE FLUSH / DROPPED BEARING (EA. END)COMMENTS 3-W1B9-0EXTERIOR WINDOW/ DOOR HEADERRIM SERVES AS HEADER FLUSHP2FRAMING PARALLEL 3-W1F9-0EXTERIOR WINDOW/ DOOR HEADERSISTER RIM W/ (1) 1 3/4 X 16 LVL FLUSHP3FRAMING PERPENDICULAR 3-W26-0EXTERIOR WINDOW/ DOOR HEADERRIM SERVES AS HEADER FLUSHP3FRAMING PERPENDICULAR 3-W53-6EXTERIOR WINDOW/ DOOR HEADERRIM SERVES AS HEADER FLUSHP4FRAMING PERPENDICULAR 3-W5B3-6EXTERIOR WINDOW/ DOOR HEADERRIM SERVES AS HEADER FLUSHP3FRAMING PARALLEL 3-W66-10EXTERIOR WINDOW/ DOOR HEADERRIM SERVES AS HEADER FLUSHP4FRAMING PERPENDICULAR 3-W78-8EXTERIOR WINDOW/ DOOR HEADERSISTER RIM W/ (1) 1 3/4 X 16 LVL FLUSHP4FRAMING PERPENDICULAR 3-W7B8-8EXTERIOR WINDOW/ DOOR HEADERRIM SERVES AS HEADER FLUSHP2FRAMING PARALLEL 3-W7C8-8EXTERIOR WINDOW/ DOOR HEADERSISTER RIM W/ (1) 1 3/4 X 16 LVL FLUSHP4FRAMING PERPENDICULAR 3-W7D8-8EXTERIOR WINDOW/ DOOR HEADERSISTER RIM W/ (1) 1 3/4 X 16 LVL FLUSHP4FRAMING PERPENDICULAR 3-W7E8-8EXTERIOR WINDOW/ DOOR HEADERRIM SERVES AS HEADER FLUSHP2FRAMING PARALLEL 3-W87-8EXTERIOR WINDOW/ DOOR HEADERRIM SERVES AS HEADER FLUSHP4FRAMING PERPENDICULAR 3-W109-0EXTERIOR WINDOW/ DOOR HEADER(3) 1 3/4 x 7 1/4" LVLDROPPEDJ4, P2FRAMING PERPENDICULAR - W/ CANTILEVERED BALCONY 3-W10B9-0EXTERIOR WINDOW/ DOOR HEADER(2) 1 3/4 x 7 1/4" LVLDROPPEDJ3FRAMING PARALLEL - W/ CANTILEVERED BALCONY 3-W10D9-0EXTERIOR WINDOW/ DOOR HEADER(3) 1 3/4 x 7 1/4" LVLDROPPEDJ4, P2FRAMING PERPENDICULAR - W/ CANTILEVERED BALCONY THIRD FLOOR - INTERIOR BEARING WALL HEADER SCHEDULE TYPE MARK NOMINAL OPENINGDESCRIPTIONTYPE FLUSH / DROPPED BEARING (EA. END, U.N.O.) 3-H2C3-4DOOR HEADERRIM SERVES AS HEADER FLUSHEAST P3, WEST P2 3-H35-4CORRIDOR HEADER(3) 2x6 FLUSHP3 3-H45-4CORRIDOR HEADER(3) 2x6 FLUSHP2 3-H56-0DOOR HEADER(2) 1 3/4 X 5 1/2 LVL FLUSHHG-7 EA. END 3-H63-4DOOR HEADER(3) 2x6DROPPEDJ3 3-H6A3-4DOOR HEADER(2) 2X8DROPPEDJ2* 3-H6C3-4DOOR HEADER(3) 2X8DROPPEDJ3 3-H83-4DOOR HEADER(3) 2x6DROPPEDJ2 THIRD FLOOR - INTERIOR BEARING WALL HEADER SCHEDULE TYPE MARK NOMINAL OPENINGDESCRIPTIONTYPE FLUSH / DROPPED BEARING (EA. END, U.N.O.) 3-H13-4DOOR HEADERRIM SERVES AS HEADER FLUSHP3 3-H1A3-4DOOR HEADERRIM SERVES AS HEADER FLUSHP3 3-H1B3-4DOOR HEADERRIM SERVES AS HEADER FLUSHP3 3-H1C3-4DOOR HEADERRIM SERVES AS HEADER FLUSHP2 3-H1D3-4DOOR HEADERRIM SERVES AS HEADER FLUSHP2 3-H23-4DOOR HEADERRIM SERVES AS HEADER FLUSHP2 3-H2A3-4DOOR HEADERRIM SERVES AS HEADER FLUSHP2 3-H2B3-4DOOR HEADERRIM SERVES AS HEADER FLUSHP2* THIRD FLOOR - BEAM SCHEDULE MARKTYPE FLUSH / DROPPED BEARING ADDITIONAL INFORMATION 3-B37(2)1 3/4x16 LVL FLUSHSEE PLANSEE NOTE 1, 3, 6 3-B3816" TRUSS GIRDER FLUSHSEE PLANSEE NOTE 1, 3, 6 3-B38B16" TRUSS GIRDER FLUSHSEE PLANSEE NOTE 1, 3, 6 3-B3916" TRUSS GIRDER FLUSHSEE PLANSEE NOTE 1, 3, 6 3-B4016" TRUSS GIRDER FLUSHSEE PLANSEE NOTE 1, 3, 6 3-B4116" TRUSS GIRDER FLUSHSEE PLANSEE NOTE 1, 3, 6 3-B50(3)1 3/4x9 1/2 2.0E LVLDROPPEDSEE PLANSEE NOTE 1, 3, 6 3-B51(3)1 3/4x9 1/2 2.0E LVLDROPPEDSEE PLANSEE NOTE 1, 3, 6 3-B52(3)1 3/4x9 1/2 2.0E LVLDROPPEDSEE PLANSEE NOTE 1, 3, 6 3-B53(3)1 3/4x9 1/2 2.0E LVLDROPPEDSEE PLANSEE NOTE 1, 3, 6 3-B5416" TRUSS GIRDER FLUSHSEE PLANSEE NOTE 1 3-B5516" TRUSS GIRDER FLUSHSEE PLANSEE NOTE 1 3-B5716" LSL 1.3E 1750 FB RIM BOARD FLUSHP3 3-B58(2) 2x6DROPPEDJ2 3-B6116" TRUSS GIRDER OR (1) 1 3/4X16 LVL FLUSHP2SEE NOTE 4 3-B6216" TRUSS GIRDER OR (1) 1 3/4X16 LVL FLUSHP2SEE NOTE 4 3-B6516" TRUSS GIRDER OR (1) 1 3/4X16 LVL FLUSHP2SEE NOTE 4 THIRD FLOOR - BEAM SCHEDULE MARKTYPE FLUSH / DROPPED BEARING ADDITIONAL INFORMATION 3-B116" TRUSS GIRDER FLUSHWEST P2, EAST P3 3-B216" LSL 1.3E 1750 FB RIM BOARD FLUSHP3, HG-10 3-B316" TRUSS GIRDER OR (3) 1 3/4X16 LVL FLUSHSP-1, BP-3SEE NOTE 3 3-B4(3) 2x6 FLUSHSP-1, BP-3SEE NOTE 3 3-B516" TRUSS GIRDER OR (3) 1 3/4X16 LVL FLUSHSP-1, BP-3SEE NOTE 3 3-B7(4)1 3/4x5 1/2 LVL FLUSHP2, HG-8 3-B10D16" LSL 1.3E 1750 FB RIM BOARD FLUSHSEE PLAN 3-B13(3) 2x12DROPPEDJ3 3-B14(3)1 3/4x7 1/4 LVLDROPPEDJ3 3-B1516" LSL 1.3E 1750 FB RIM BOARD FLUSHP2 3-B16(3)1 3/4x5 1/2 LVL FLUSHP3, HG-8 3-B17(3) 2x6DROPPEDJ3 3-B33(2)1 3/4x16 LVL FLUSHSEE PLANSEE NOTE 1, 3, 6 3-B34(2)1 3/4x16 LVL FLUSHSEE PLANSEE NOTE 1, 3, 6 3-B35(2)1 3/4x16 LVL FLUSHSEE PLANSEE NOTE 1, 3, 6 3-B36(2)1 3/4x16 LVL FLUSHSEE PLANSEE NOTE 1, 3, 6 BEAM HANGER SCHEDULE TYPE MARK MIN. CAPACITY REQ'D MANUFACTURER/ MODEL * 520 LBS HG-11200 LBS HG-1R1200 LBS HG-21000 LBS HG-32300 LBS HG-4520 LBS HG-54400 LBS HG-65800 LBS HG-71600 LBS HG-81900 LBS HG-91720 LBS HG-102400 LBS * SUBMIT FOR REVIEW AND APPROVAL STEEL POST SCHEDULE TYPE MARKDESCRIPTION MIN. CAPACITYCOMMENTS SP-1HSS 5 X 5 X 1/4 HEADER AND BEAM SCHEDULE NOTES 1.SHARES POST WITH ADJACENT BEAM - SIZE OF SHARED POST TAKES INTO ACCOUNT LOAD FROM BOTH BEAMS AND IS THE TOTAL REQ'D FOR BOTH 2.WHERE NO BEAM / HEADER EXISTS AT THE SAME LOCATION ON FLOOR BELOW, THE SAME NUMBER OF BEARING POSTS SHOULD CONTINUE AT SAME LOCATION DOWN TO BEARING ON THE 2ND FLOOR CONCRETE PLANK, OR TO INTERVENING STEEL BEAM OR JOIST GIRDER WHERE IT OCCURS, TYPICAL. 3.BEAM BEARING REQUIRES TOP BRACKET AND/OR BASE PLATE AT SUPPORTING POSTS. SEE BRACKET / PLATE SCHEDULE 4.SEE PLAN FOR APPROPRIATE BALCONY DETAIL REFERENCE. SEE REFERENCED DETAIL FOR HANGER / BRACKET WHERE REQUIRED 5.FASTEN (4) 7 1/4" LVLS AS FOLLOWS: (2) ROWS 5/8" BOLTS 18" O.C. DISTANCE FROM CENTER OF BOLT TO TOP OR BOTTOM OF LVL SHALL BE 2" 6.CONTINUOUS BEAM - PLIES SHALL BE SPLICED, AT LEAST ONE PLY CONTINUOUS OVER ANY POST BRACKET / PLATE SCHEDULE BK-1BRACKET SIMILAR TO SIMPSON CC66 BK-1BCUSTOM BRACKET SIMILAR TO SIMPSON CC66, 13" LONG BK-2BRACKET SIMILAR TO SIMPSON CCQ BK-2BCUSTOM BRACKET SIM. TO SIMPSON CCQ, 16" LONG BK-2CCUSTOM BRACKET SIM. TO SIMPSON CCQ, 14" LONG BK-3BRACKET SIMILAR TO SIMPSON ECCQ BK-4CUSTOM BRACKET SIM. TO SIMPSON CCQ, WITH ECCQ WELDED TO CREATE "T" SHAPE BP-1STEEL PLATE 5 1/2" X 10" X 1/2" BP-2STEEL PLATE 5 1/2' X 14" X 5/8" BP-3STEEL PLATE 5 1/2" X 11" X 1/2" BP-4STEEL PLATE 5 1/2" X 12" X 1/2" BP-5STEEL PLATE 5 1/2" X 12" X 3/4" BEAR ON CONC. BP-6STEEL PLATE 5 1/2" X 12" X 5/8" BEAR ON CONC. BP-7STEEL PLATE 12" X 12" X 3/8" BEAR ON CONC. BP-8STEEL PLATE 5 1/2" X 14" X 1" 3RD FLOOR BRICK REHABILITATION NOTES 1 4 W 2 4 W 1 B 4 W 1 B 4 W 1 B 4 W 1 F 4 W 1 F 4 W 1 F 4 W 1 F 4 W 1 B 4 H 1 D 4 H 1 D 4 H 1 4 H 1 A 4-H2 4 H 3 4 H 2 4 H 2 4 H 2 4 H 2 4-H24-H24-H24-H24-H24-H2 4 H 2 4 H 2 4 H 2 4 H 2 4 H 2 B 4-H2A 4-H2 4-H2 4 H 2 4 H 2 4 H 1 C 4 H 1 B 4 H 3 4 H 3 4-B1 4 B 2 4 B 1 6 A AB DE FGH JK K 1 4 3 5 8 7 9 10 11 2 4-H2 4 W 5 B 4 W 5 4 W 5 4 W 5 4 W 5 4 W 5 4 W 6 4 W 5 B 4 W 5 4 W 5 4 W 5 4 W 5 4 W 5 4 W 5 4 B 3 5 4 B 3 4 4 B 3 3 4 B 3 6 4 B 3 7 4 B 3 8 4 B 3 9 4 B 4 0 4 B 4 1 4-H2 4 H 2 4 H 2 C @ 1 6 " F l r T r u s s 1 6 " @ 1 6 " F l r T r u s s 1 6 " @ 1 6 " F l r T r u s s 1 6 " @ 1 6 " F l r T r u s s 1 6 " @ 2 x 6 1 6 " @ 1 6 " F l r T r u s s 1 6 " @ 1 6 " F l r T r u s s 1 6 " @ 1 6 " F l r T r u s s 1 6 " @ 1 6 " F l r T r u s s 1 6 " @ 1 6 " F l r T r u s s 1 6 " @ 1 6 " F l r T r u s s 1 6 " @ 1 6 " F l r T r u s s 1 6 " @ 2x616" @ 1 6 " F l r T r u s s 1 6 " @ 2 x 6 1 6 " @ 1 6 " F l r T r u s s 1 6 " @ 1 6 " F l r T r u s s 1 6 " @ 2x616" @ 2x616" 1 6 " L S L 1 . 3 E 1 7 5 0 F B R I M B O A R D 1 6 " L S L 1 . 3 E 1 7 5 0 F B R I M B O A R D 1 6 " L S L 1 . 3 E 1 7 5 0 F B R I M B O A R D 1 6 " L S L 1 . 3 E 1 7 5 0 F B R I M B O A R D 1 6 " L S L 1 . 3 E 1 7 5 0 F B R I M B O A R D 1 6 " L S L 1 . 3 E 1 7 5 0 F B R I M B O A R D 1 6 " L S L 1 . 3 E 1 7 5 0 F B R I M B O A R D 1 6 " L S L 1 . 3 E 1 7 5 0 F B R I M B O A R D 1 6 " L S L 1 . 3 E 1 7 5 0 F B R I M B O A R D 1 6 " L S L 1 . 3 E 1 7 5 0 F B R I M B O A R D @ 1 6 " F l r T r u s s 1 6 " @ 2 x 6 1 6 " 4 H 6 4 H 6 A 4 B 1 7 4 H 6 C 4 B 1 3 4 W 7 E 4 W 7 E 4 W 7 D 4 W 7 D 4 W 7 D 4 W 7 C 4 W 7 C 4 W 7 4 W 7 4 W 7 D 4 W 7 D 4 W 7 C 4 W 7 C 4 W 1 0 4 W 7 4 W 7 4 W 7 B 6 @ 1 6 " F l r T r u s s 1 6 " @ 1 6 " F l r T r u s s 1 6 " 4-B504-B51 4 B 5 2 4-B53 4 B 1 0 D 4 B 5 4 4 B 5 5 4 B 7 4-H3 4 H 4 4 B 1 5 @ 1 6 " F l r T r u s s 1 6 " @ 2x616" 4 B 1 4 ( 1 ) P T 2 x 8 L E D G E R @ 16" Flr Truss16" @ 16" Flr Truss16" ( 2 ) P T # 1 2 x 1 0 ( 2 ) P T # 1 2 x 1 0 1 6 " F l r T r u s s 1 6 " F l r T r u s s @ 1 6 " F l r T r u s s 1 6 " @ 1 6 " F l r T r u s s 1 6 " ( 2 ) P T # 1 2 x 1 0 ( 2 ) P T # 1 2 x 1 0 1 6 " F l r T r u s s 1 6 " F l r T r u s s 4 B 6 1 ( 2 ) P T # 1 2 x 1 0 ( 2 ) P T # 1 2 x 1 0 4 W 1 0 4 W 1 0 @ 1 6 " F l r T r u s s 1 6 " 4 B 6 2 ( 2 ) P T # 1 2 x 1 0 ( 2 ) P T # 1 2 x 1 0 4 W 1 0 B 4 W 1 0 B @ 1 6 " F l r T r u s s 1 6 " 1 6 " F l r T r u s s 1 6 " F l r T r u s s ( 2 ) P T # 1 2 x 1 0 ( 2 ) P T # 1 2 x 1 0 4 W 1 0 2x10 @ 1'-4" TYP. (2) PT #1 2x10 (2) PT #1 2x10 1 6 " F l r T r u s s 1 6 " F l r T r u s s ( 2 ) P T # 1 2 x 1 0 ( 2 ) P T # 1 2 x 1 0 4 W 1 0 D 1 6 " F l r T r u s s ( 2 ) P T # 1 2 x 1 0 ( 2 ) P T # 1 2 x 1 0 4 W 1 0 4 W 7 B 4 W 7 B 4 W 7 B 4 W 7 B 4 W 7 B 4 W 7 B 4 W 7 B 4 W 7 B 4 W 7 B 4 W 7 B 4 W 7 B @ 1 6 " F l r T r u s s 1 6 " 16" Flr Truss 4 W 8 4 W 7 B (2) BAYS OF 2x6 BLOCKING, 32" O.C., TOP AND BOTTOM CHORDS, TYPICAL AT JOIST END BAYS (2) BAYS OF 2x6 BLOCKING, 32" O.C., TOP AND BOTTOM CHORDS, TYPICAL AT JOIST END BAYS (2) BAYS OF 2x6 BLOCKING, 32" O.C.,TOP AND BOTTOM CHORDS, TYPICAL AT JOIST END BAYS @ 1 6 " F l r T r u s s 1 6 " @ 16" Flr Truss16" 16" Flr Truss - SPACING AS REQ'D FOR LONGER SPAN AT THIS AREA AT VERTICAL CHASES, PROVIDE FLR TRUSS FRAMED OPENING W/ HEADER, TYP. @ 1 6 " F l r T r u s s 1 6 " @ 1 6 " F l r T r u s s 1 6 " C C 4 B 5 7 4 B 5 8 @ 2 x 6 1 6 " D O U B L E 2 X 6 @ 1 6 " (1) PT 2x8 LEDGER @ 1 6 " F l r T r u s s 1 6 " 4 B 3 8 B @ DOUBLE PT 2x816" @ D O U B L E P T 2 x 8 1 6 " 4 H 5 (-8 3/4") ( 8 3 / 4 " ) 4-B34-B44-B5 @ 2 x 6 1 6 " 1 S207 @ 1 6 " F l r T r u s s 1 6 " 4 B 6 5 @ 1 6 " F l r T r u s s 1 6 " ( 2 ) P T # 1 2 x 1 0 (2) PT #1 2x10 1 6 " F l r T r u s s @ 1 6 " 4 W 1 0 B @ 1 6 " F l r T r u s s 1 6 " 4 W 7 B 4 W 7 B 4 W 1 B 4 W 1 B @ 1 6 " F l r T r u s s 1 6 " (2) BAYS OF 2x6 BLOCKING, 32" O.C., TOP AND BOTTOM CHORDS, TYPICAL AT JOIST END BAYS S205 15 Sim SEE DETAIL FOR TYPICAL BALCONY PERPENDICULAR TO FRAMING S205 14 Sim SEE DETAIL FOR TYPICAL BALCONY PARALLEL TO FRAMING 1 S206 2 S206 4 H 8 (1) BAY OF 2X6 BLOCKING, 24" O.C., TOP AND BOTTOM CHORDS, EACH SIDE OF GRIDLINE 1B P 2 P 3 S P 1 P 3 P4 P 3 P 2 P2 J 4 , P 1 P 5 , B K 1 , B P 2 P 5 , B K 1 , B P 2 P 5 , B K 1 , B P 2 J3, P1 P2 P 2 P 2 P2 P 2 METAL STRAPPING FASTENED TO TOP OF FLOOR JOISTS AT ALL LOCATIONS INDICATED BY DASHED X MOMENT FRAME AT BEAMS 4-B34 AND 4-B35. SEE DETAIL / 17S204 8 S206 A A A A A (3) TYPE "A" PLANTERS. 3 FT. X 3 FT. X 30" (2) TYPE "A" PLANTERS. 3 FT. X 3 FT. X 30" 1 1 LOAD BEARING WALL BELOW - SEE ARCH. DWGS. FOR WALL TYPE SHEAR WALL BELOW - SEE ARCH. DWGS. FOR WALL TYPE POST BELOW - SEE BEAM AND HEADER SCHEDULES BEAM HANGER - SEE BEAM AND HEADER SCHEDULES BRACKET / PLATE SCHEDULE NOTES: 1. BK DESIGNATES BRACKET AT TOP OF POST 2. BP DESIGNATES BASE PLATE. 3. BASE PLATE STEEL SHALL BE Fy=50 KSI. 4. WHERE INDICATED, WOOD PLATE SHALL BE CUT SO THAT STEEL BASE PLATE BEARS DIRECTLY ON CONCRETE. 5. SUBMIT FOR REVIEW AND APPROVAL ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 3/32" = 1'-0" 4 4 4 4T TT TH H H H F FF FL LL LO O O OO O O OR R R R F FF FR R R RA A A AM M M MI II IN N N NG G G G PLAN PLAN PLAN PLAN S S S S1 1 1 10 0 0 04 4 4 4 Taitem 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 3/32" = 1'-0" 1 4TH FLOOR FRAMING PLAN WOOD POST SCHEDULE TYPE MARKTYPE P1(1) 2x6 P2(2) 2x6 P3(3) 2x6 P3LVL(3) 2x6 LVL P4(4) 2x6 P5(5) 2x6 P6(6) 2x6 POST SCHEDULE NOTES 1.ALL POSTS ARE KING STUDS, UNLESS OTHERWISE NOTED 2.FULLY BLOCK FLOOR CAVITY AT POSTS WITH SAME NUMBER OF STUDS 3.LVL STUDS: 1.7E 2650 FB GENERAL FRAMING PLAN NOTES 1.TRUSSES SHALL BE JOIST HANGERED TO RIM BOARD WHERE RIM SERVES AS THE HEADER. 2.ALL LVL FRAMING TO BE 2.0E 3100FB 3.16" LADDER TRUSS OCCURS AT TOP OF ALL INTERIOR SHEAR WALLS. LADDER TRUSS MUST BE INSTALLED ON CORRECT SIDE OF SHEAR WALL FOR ALIGNMENT OF DRAG STRUT AND TRUSS (WHERE APPLICABLE), AND TO AVOID CONFLICT WITH WINDOWS. INSTALL ON THE SIDE THAT HAS THE LABEL "16" LADDER TRUSS ON SHEAR WALL". 4.SEE S107 /S107.1, SHEAR WALL KEY PLAN, FOR SHEAR WALL LINES. ALIGN TRUSS WITH SHEAR WALL LINES AS INDICATED ON FRAMING PLANS TO FACILITATE FASTENING OF PLYWOOD. SEE "DRAG STRUT / PLYWOOD FASTENING SCHEDULE AT SHEAR WALL LINES" ON S107 FOR DETAILS. 5.INSTALL BLOCKING FOR DRAG STRUTS AS SHOWN. SEE S107, SHEAR WALL KEY PLAN, FOR FURTHER DRAG STRUT INFORMATION AND NAILING. 6.FASTENING FOR ALL FLOOR SHEATHING SHALL BE 10d NAILS WITH A 6-12 PATTERN EXCEPT AS INDICATED ON "DRAG STRUT / PLYWOOD FASTENING SCHEDULE AT SHEAR WALL LINES ON SHEET S107. 7.FASTEN SHEATHING TO END BLOCKING WITH EDGE SPACING PATTERN. 8.IF EXTERIOR AND/OR INTERIOR SHEAR WALL SYSTEM IS PANELIZED, ALL PANELS SHALL BE FASTENED PER 9/S205 9.TOP PLATES AT INTERSECTING WALLS SHOULD BE SPLICED TO ENSURE PROPER CONNECTION (SHEAR AND BEARING WALLS). 10.AT BOTTOM PLATE AND AT TOP PLATE, AT EA. FLOOR, STRAP CORNERS WITH (1) SIMPSON CS20 STRAP, MIN. OVERLAP 1'-0" EA. END, TYP. ALL EXTERIOR PERIMETER WALLS. SEE DETAIL 10/ S205 11.AT SHEAR AND/ OR BEARING WALL TOP PLATES AND /OR BOTTOM PLATES THAT ARE NOTCHED OR DRILLED DUE TO PLUMBING, PROVIDE STRAPS ACROSS THE PLATES USING SIMPSON LSTA18. WALL FRAMING SCHEDULE FLOORFRAMING ALL EXTERIOR WOOD FRAMED WALLS / SHEAR WALLS 5:2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT 4:2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT 3:2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT 2:(2) 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT INTERIOR LOAD-BEARING WOOD FRAMED WALLS / SHEAR WALLS 5:2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT 4:2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT 3:(2) 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT 2:(2) 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT INTERIOR NON LOAD-BEARING SHEAR WALLS 2-52x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT UPPER FLOORS FRAMING PLAN LEGEND JACK SCHEDULE TYPE MARKTYPE J1(1) 2X6 J2(2) 2X6 J3(3) 2X6 J4(4) 2X6 J5(5) 2X6 J6(6) 2X6 JACK SCHEDULE NOTES 1.ADD KING STUD AT ALL JACK STUD LOCATIONS 2.FULLY BLOCK FLOOR CAVITY AT JACKS WITH SAME NUMBER OF STUDS FOURTH FLOOR - EXTERIOR WALL HEADER SCHEDULE TYPE MARK NOMINAL OPENING DESCRIPTIONTYPE FLUSH / DROPPED BEARING (EA. END)COMMENTS 4-W1B9-0EXTERIOR WINDOW/ DOOR HEADERRIM SERVES AS HEADER FLUSHP2FRAMING PARALLEL 4-W1F9-0EXTERIOR WINDOW/ DOOR HEADERSISTER RIM W/ (1) 1 3/4 X 16 LVL FLUSHP3FRAMING PERPENDICULAR 4-W26-0EXTERIOR WINDOW/ DOOR HEADERRIM SERVES AS HEADER FLUSHP2FRAMING PERPENDICULAR 4-W53-6EXTERIOR WINDOW/ DOOR HEADERP.T. 2X8 LEDGER W/ BLOCKINGDROPPEDP2FRAMING PERPENDICULAR. SEE PLAN FOR SIM. LEDGER DETAIL 4-W5B3-6EXTERIOR WINDOW/ DOOR HEADERP.T. 2X8 LEDGER W/ BLOCKINGDROPPEDP1FRAMING PARALLEL. SEE PLAN FOR SIM. LEDGER DETAIL 4-W66-10EXTERIOR WINDOW/ DOOR HEADERP.T. 2X8 LEDGER W/ BLOCKINGDROPPEDP2FRAM ING PERPENDICULAR. SEE PLAN FOR SIM. LEDGER DETAIL 4-W78-8EXTERIOR WINDOW/ DOOR HEADERSISTER RIM W/ (1) 1 3/4 X 16 LVL FLUSHP3FRAMING PERPENDICULAR 4-W7B8-8EXTERIOR WINDOW/ DOOR HEADERRIM SERVES AS HEADER FLUSHP1FRAMING PARALLEL 4-W7C8-8EXTERIOR WINDOW/ DOOR HEADERSISTER RIM W/ (1) 1 3/4 X 16 LVL FLUSHP3FRAMING PERPENDICULAR 4-W7D8-8EXTERIOR WINDOW/ DOOR HEADERSISTER RIM W/ (1) 1 3/4 X 16 LVL FLUSHP3FRAMING PERPENDICULAR 4-W7E8-8EXTERIOR WINDOW/ DOOR HEADERRIM SERVES AS HEADER FLUSHP1FRAMING PARALLEL 4-W87-8EXTERIOR WINDOW/ DOOR HEADERRIM SERVES AS HEADER FLUSHP3FRAMING PERPENDICULAR 4-W109-0EXTERIOR WINDOW/ DOOR HEADER(3) 1 3/4 x 7 1/4" LVLDROPPEDJ4FRAMING PERPENDICULAR - W/ CANTILEVERED BALCONY 4-W10B9-0EXTERIOR WINDOW/ DOOR HEADER(2) 1 3/4 x 7 1/4" LVLDROPPEDJ3FRAMING PARALLEL - W/ CANTILEVERED BALCONY 4-W10D9-0EXTERIOR WINDOW/ DOOR HEADER(3) 1 3/4 x 7 1/4" LVLDROPPEDJ4FRAMING PERPENDICULAR - W/ CANTILEVERED BALCONY FOURTH FLOOR - INTERIOR BEARING WALL HEADER SCHEDULE TYPE MARK NOMINAL OPENINGDESCRIPTIONTYPE FLUSH / DROPPED BEARING (EA. END, U.N.O.) 4-H35-4CORRIDOR HEADER(3) 2x6 FLUSHP2 4-H45-4CORRIDOR HEADER(3) 2x6 FLUSHP2 4-H56-0CORRIDOR HEADER(2) 1 3/4 X 5 1/2 LVL FLUSHHG-7 EA. END 4-H63-4DOOR HEADER(3) 2x6DROPPEDJ2 4-H6A3-4DOOR HEADER(3) 2x6DROPPEDJ2 4-H6C3-4DOOR HEADER(3) 2X8DROPPEDJ2 4-H83-4DOOR HEADER(2) 2X8DROPPEDJ2 FOURTH FLOOR - INTERIOR BEARING WALL HEADER SCHEDULE TYPE MARK NOMINAL OPENINGDESCRIPTIONTYPE FLUSH / DROPPED BEARING (EA. END, U.N.O.) 4-H13-4DOOR HEADERRIM SERVES AS HEADER FLUSHP3 4-H1A3-4DOOR HEADERRIM SERVES AS HEADER FLUSHP2 4-H1B3-4DOOR HEADERRIM SERVES AS HEADER FLUSHP2 4-H1C3-4DOOR HEADERRIM SERVES AS HEADER FLUSHP2 4-H1D3-4DOOR HEADERRIM SERVES AS HEADER FLUSHP2 4-H23-4DOOR HEADERRIM SERVES AS HEADER FLUSHP2 4-H2A3-4DOOR HEADERRIM SERVES AS HEADER FLUSHP2 4-H2B3-4DOOR HEADERRIM SERVES AS HEADER FLUSHP2 4-H2C3-4DOOR HEADERRIM SERVES AS HEADER FLUSHEAST P2, WEST P2 FOURTH FLOOR - BEAM SCHEDULE MARKTYPE FLUSH / DROPPED BEARING ADD'L INFO 4-B52(3)1 3/4x9 1/2 2.0E LVLDROPPEDSEE PLANSEE NOTE 1, 3, 6 4-B53(3)1 3/4x9 1/2 2.0E LVLDROPPEDSEE PLANSEE NOTE 1, 3, 6 4-B5416" TRUSS GIRDER FLUSHSEE PLANSEE NOTE 1 4-B5516" TRUSS GIRDER FLUSHSEE PLANSEE NOTE 1 4-B5716" LSL 1.3E 1750 FB RIM BOARD FLUSHP3 4-B58(2) 2x6DROPPEDJ2 4-B6116" TRUSS GIRDER OR (1) 1 3/4X16 LVL FLUSHP2SEE NOTE 4 4-B6216" TRUSS GIRDER OR (1) 1 3/4X16 LVL FLUSHP2SEE NOTE 4 4-B6516" TRUSS GIRDER OR (1) 1 3/4X16 LVL FLUSHP2SEE NOTE 4 FOURTH FLOOR - BEAM SCHEDULE MARKTYPE FLUSH / DROPPED BEARING ADD'L INFO 4-B116" TRUSS GIRDER FLUSHWEST P2, EAST P3 4-B216" LSL 1.3E 1750 FB RIM BOARD FLUSHP2, HG-10 4-B316" TRUSS GIRDER OR (3) 1 3/4X16 LVL FLUSHP-3LVL 4-B4(3) 2x6 FLUSHP-3LVL 4-B516" TRUSS GIRDER OR (3) 1 3/4X16 LVL FLUSHP-3LVL 4-B7(4)1 3/4x5 1/2 LVL FLUSHP2, HG-8 4-B10D16" LSL 1.3E 1750 FB RIM BOARD FLUSHSEE PLAN 4-B13(3) 2x12DROPPEDJ3 4-B14(2)1 3/4x7 1/4 LVLDROPPEDJ3 4-B1516" LSL 1.3E 1750 FB RIM BOARD FLUSHP2 4-B16(3)1 3/4x5 1/2 LVL FLUSHP2, HG-8 4-B17(3) 2x6DROPPEDJ2 4-B3816" TRUSS GIRDER FLUSHSEE PLANSEE NOTE 1, 6 4-B38B(4)1 3/4x7 1/4 LVLDROPPEDSEE PLANSEE NOTE 1, 5 4-B3916" TRUSS GIRDER FLUSHSEE PLANSEE NOTE 1, 6 4-B4016" TRUSS GIRDER FLUSHSEE PLANSEE NOTE 1, 6 4-B4116" TRUSS GIRDER FLUSHSEE PLANSEE NOTE 1, 6 4-B50(3)1 3/4x9 1/2 2.0E LVLDROPPEDSEE PLANSEE NOTE 1, 3, 6 4-B51(3)1 3/4x9 1/2 2.0E LVLDROPPEDSEE PLANSEE NOTE 1, 3, 6 BEAM HANGER SCHEDULE TYPE MARK MIN. CAPACITY REQ'D MANUFACTURER/ MODEL * 520 LBS HG-11200 LBS HG-1R1200 LBS HG-21000 LBS HG-32300 LBS HG-4520 LBS HG-54400 LBS HG-65800 LBS HG-71600 LBS HG-81900 LBS HG-91720 LBS HG-102400 LBS * SUBMIT FOR REVIEW AND APPROVAL STEEL POST SCHEDULE TYPE MARKDESCRIPTION MIN. CAPACITYCOMMENTS SP-1HSS 5 X 5 X 1/4 HEADER AND BEAM SCHEDULE NOTES 1.SHARES POST WITH ADJACENT BEAM - SIZE OF SHARED POST TAKES INTO ACCOUNT LOAD FROM BOTH BEAMS AND IS THE TOTAL REQ'D FOR BOTH 2.WHERE NO BEAM / HEADER EXISTS AT THE SAME LOCATION ON FLOOR BELOW, THE SAME NUMBER OF BEARING POSTS SHOULD CONTINUE AT SAME LOCATION DOWN TO BEARING ON THE 2ND FLOOR CONCRETE PLANK, OR TO INTERVENING STEEL BEAM OR JOIST GIRDER WHERE IT OCCURS, TYPICAL. 3.BEAM BEARING REQUIRES TOP BRACKET AND/OR BASE PLATE AT SUPPORTING POSTS. SEE BRACKET / PLATE SCHEDULE 4.SEE PLAN FOR APPROPRIATE BALCONY DETAIL REFERENCE. SEE REFERENCED DETAIL FOR HANGER / BRACKET WHERE REQUIRED 5.FASTEN (4) 7 1/4" LVLS AS FOLLOWS: (2) ROWS 5/8" BOLTS 18" O.C. DISTANCE FROM CENTER OF BOLT TO TOP OR BOTTOM OF LVL SHALL BE 2" 6.CONTINUOUS BEAM - PLIES SHALL BE SPLICED, AT LEAST ONE PLY CONTINUOUS OVER ANY POST BRACKET / PLATE SCHEDULE BK-1BRACKET SIMILAR TO SIMPSON CC66 BK-1BCUSTOM BRACKET SIMILAR TO SIMPSON CC66, 13" LONG BK-2BRACKET SIMILAR TO SIMPSON CCQ BK-2BCUSTOM BRACKET SIM. TO SIMPSON CCQ, 16" LONG BK-2CCUSTOM BRACKET SIM. TO SIMPSON CCQ, 14" LONG BK-3BRACKET SIMILAR TO SIMPSON ECCQ BK-4CUSTOM BRACKET SIM. TO SIMPSON CCQ, WITH ECCQ WELDED TO CREATE "T" SHAPE BP-1STEEL PLATE 5 1/2" X 10" X 1/2" BP-2STEEL PLATE 5 1/2' X 14" X 5/8" BP-3STEEL PLATE 5 1/2" X 11" X 1/2" BP-4STEEL PLATE 5 1/2" X 12" X 1/2" BP-5STEEL PLATE 5 1/2" X 12" X 3/4" BEAR ON CONC. BP-6STEEL PLATE 5 1/2" X 12" X 5/8" BEAR ON CONC. BP-7STEEL PLATE 12" X 12" X 3/8" BEAR ON CONC. BP-8STEEL PLATE 5 1/2" X 14" X 1" FOURTH FLOOR - STEEL BEAM SCHEDULE MARKTYPE FLUSH / DROPPED BEARING ADD'L INFO 4-B33W14X26DROPPEDSP-1 4-B34W14X26DROPPEDSP-1 4-B35W14X26DROPPEDSP-1 4-B36W14X26DROPPEDSP-1 4-B37W14X26DROPPEDSP-1 WEST TERRACE PLANTER STRUCTURAL NOTES 1.ALL JOISTS DIRECTLY BELOW PLANTERS SHALL BE (2) 1 3/4 x 7 1/4 LVL @ 16" O.C. PROVIDE 2X BLOCKING AT 24" O.C. TO ADJACENT MEMBERS (3) BAYS BELOW PLANTERS. 2.WEST GREEN ROOF TERRACE TOTAL DESIGN LOAD (LL + DD) = 100 PSF. 3.TRUSS FABRICATOR SHALL REFER TO ARCHITECTURAL GREEN ROOF SECTIONS TO VERIFY LOADS BASED ON PROPOSED ASSEMBLY. 1 1 @ 1 6 " R o o f T r u s s 1 2 " @ 1 6 " R o o f T r u s s 1 2 " @ 1 6 " R o o f T r u s s 1 2 " @ 1 6 " F l r T r u s s 1 6 " @ 1 6 " F l r T r u s s 1 6 " @ 1 6 " F l r T r u s s 1 6 " @ 2 x 6 1 6 " @ 1 6 " F l r T r u s s 1 6 " @ 1 6 " F l r T r u s s 1 6 " @ 1 6 " F l r T r u s s 1 6 " 1 6 " L S L 1 . 3 E 1 7 5 0 F B R I M B O A R D 1 6 " L S L 1 . 3 E 1 7 5 0 F B R I M B O A R D 1 6 " L S L 1 . 3 E 1 7 5 0 F B R I M B O A R D 1 6 " L S L 1 . 3 E 1 7 5 0 F B R I M B O A R D @ 1 6 " F l r T r u s s 1 6 " @ 1 6 " F l r T r u s s 1 6 " @ 1 6 " F l r T r u s s 1 6 " @ 1 6 " F l r T r u s s 1 6 " @ 1 6 " F l r T r u s s 1 6 " @ 2x616" @ 1 6 " F l r T r u s s 1 6 " @ 2 x 6 1 6 " @ 1 6 " F l r T r u s s 1 6 " @ 1 6 " F l r T r u s s 1 6 " @ 1 6 " F l r T r u s s 1 6 " @ 1 6 " F l r T r u s s 1 6 " 5 W 7 D 5 W 1 0 B 5 W 7 D 5 W 7 E 5-B1 5 B 2 5 H 1 D 5 H 1 D 5-B35-B45-B5 5 H 1 5-H2 5 H 3 5 H 2 5 H 2 5 H 2 5 H 2 5-H25-H25-H25-H25-H25-H2 5 H 2 5 H 2 5 H 2 5 H 2 5 H 2 B 5-H2 5-H2 5 H 2 5 H 2 5 B 1 5 5 H 3 5 H 3 5 B 1 6 @ 2x616" A AB DE FGH JK K 1 4 3 5 8 7 9 10 11 R O O F F R A M I N G @ 2 x 6 1 2 " @ 2x616" 1 6 " L S L 1 . 3 E 1 7 5 0 F B R I M B O A R D 1 6 " L S L 1 . 3 E 1 7 5 0 F B R I M B O A R D 1 6 " L S L 1 . 3 E 1 7 5 0 F B R I M B O A R D 1 6 " L S L 1 . 3 E 1 7 5 0 F B R I M B O A R D 2 1 6 " L S L 1 . 3 E 1 7 5 0 F B R I M B O A R D 1 6 " L S L 1 . 3 E 1 7 5 0 F B R I M B O A R D 1 6 " L S L 1 . 3 E 1 7 5 0 F B R I M B O A R D 1 6 " L S L 1 . 3 E 1 7 5 0 F B R I M B O A R D 1 6 " L S L 1 . 3 E 1 7 5 0 F B R I M B O A R D 5-H2 @ 1 6 " F l r T r u s s 1 6 " 5 W 7 D 5 W 7 D 5 W 7 C 5 W 7 C 5 W 7 5 W 7 5 W 7 5 W 1 0 5 W 7 D 5 W 7 D 5 W 7 C 5 W 7 C 5 W 7 5 W 7 5 W 7 B 5 W 7 E 5 W 1 D 5 W 1 5 W 1 5 W 1 B 5 W 1 G 5 W 2 5 W 7 B 5 W 7 B 5 W 7 B 5 W 7 B 5 W 7 B 5 W 7 B 5 W 7 B 5 W 7 B 5 W 7 B 5 W 7 B 5 W 1 0 B 5 W 1 B 5 W 1 0 B 5 W 1 B 5 W 1 B 5 W 1 F 5 W 1 F 5 W 1 0 5 W 1 0 5 W 1 F 5 W 1 F 5 W 1 B 5 W 8 5 W 7 B 5 H 1 A 5-H2A 5 H 6 5 B 1 4 5 H 6 A 5 B 1 7 5 H 6 C 5 B 1 3 5 H 1 C 5 H 1 B @ 2 x 6 1 6 " 6 @ 1 6 " F l r T r u s s 1 6 " @ 1 6 " F l r T r u s s 1 6 " 5-B10A 5 B 1 0 B 5 B 9 5-B505-B51 5 B 5 2 5-B53 5 B 5 4 5 B 5 5 5 H 6 B 5 H 6 B 5-B10C ( 2 ) P T # 1 2 x 1 0 ( 2 ) P T # 1 2 x 1 0 1 6 " F l r T r u s s 1 6 " F l r T r u s s @ 16" Flr Truss16" @ 16" Flr Truss16" 5 W 1 0 ( 2 ) P T # 1 2 x 1 0 ( 2 ) P T # 1 2 x 1 0 @ 1 6 " F l r T r u s s 1 6 " @ 1 6 " F l r T r u s s 1 6 " 1 6 " F l r T r u s s 1 6 " F l r T r u s s 5 B 6 1 ( 2 ) P T # 1 2 x 1 0 ( 2 ) P T # 1 2 x 1 0 @ 16" Flr Truss1' - 4" 5 B 6 2 ( 2 ) P T # 1 2 x 1 0 ( 2 ) P T # 1 2 x 1 0 @ 16" Flr Truss1' - 4" ( 2 ) P T # 1 2 x 1 0 ( 2 ) P T # 1 2 x 1 0 1 6 " F l r T r u s s 1 6 " F l r T r u s s 2x10 @ 1'-4" TYP. 2x10 @ 1'-4" TYP. ( 2 ) P T # 1 2 x 1 0 5 B 6 4 ( 2 ) P T # 1 2 x 1 0 5 B 6 4 A @ 1 6 " F l r T r u s s 1 6 " @ 1 6 " F l r T r u s s 1 ' 4 " 5 W 1 B 5-H3 5 H 4 @ 2x616" 5 H 5 @ 2 x 6 1 6 " 5 B 1 0 5 B 7 ( 1 ) P T 2 x 8 L E D G E R (2) BAYS OF 2x6 BLOCKING, 32" O.C., TOP AND BOTTOM CHORDS, TYPICAL AT JOIST END BAYS (2) BAYS OF 2x6 BLOCKING, 32" O.C., TOP AND BOTTOM CHORDS, TYPICAL AT JOIST END BAYS (2) BAYS OF 2x6 BLOCKING, 32" O.C., TOP AND BOTTOM CHORDS, TYPICAL AT JOIST END BAYS @ 1 6 " F l r T r u s s 1 6 " 16" Flr Truss - SPACING AS REQ'D FOR LONGER SPAN AT THIS AREA @ 16" Flr Truss16" AT VERTICAL CHASES, PROVIDE FLR TRUSS FRAMED OPENING W/ HEADER, TYP. @ 1 6 " F l r T r u s s 1 6 " @ 1 6 " F l r T r u s s 1 6 " 6 S205 TYP D O U B L E 2 X 6 @ 1 6 " C C 5 B 5 7 5 B 5 8 (1) PT 2x8 LEDGER 1 S207 @ 1 6 " F l r T r u s s 1 6 " 5 B 6 5 @ 1 6 " F l r T r u s s 1 6 " ( 2 ) P T # 1 2 x 1 0 (2) PT #1 2x10 5 W 1 0 B 1 6 " F l r T r u s s @ 1 6 " 5 W 7 B 5 W 7 B @ 1 6 " F l r T r u s s 1 6 " @ 1 6 " F l r T r u s s 1 6 " 5 W 1 B 5 W 1 B (2) BAYS OF 2x6 BLOCKING, 32" O.C., TOP AND BOTTOM CHORDS, TYPICAL AT JOIST END BAYS S205 15 Sim SEE DETAIL FOR TYPICAL BALCONY PERPENDICULAR TO FRAMING 5 W 1 0 16" Flr Truss 16" Flr Truss S205 14 Sim SEE DETAIL FOR TYPICAL BALCONY PARALLEL TO FRAMING (2) PT #1 2x10 ( 2 ) P T # 1 2 x 1 0 5 H 8 (1) BAY OF 2X6 BLOCKING, 24" O.C., TOP AND BOTTOM CHORDS, EACH SIDE OF GRIDLINE 1B J 2 , P 4 J 2 , P 1 J 3 , P 1 P3 P 1 P 2 P 4 , B K 1 , B P 1 P 4 , B K 1 , B P 1 P 4 , B K 1 , B P 1 J2, P1 P2 P 2 P 2 P2 8 S206 5 W 1 1 (4) TYPE "A" PLANTERS. 3 FT. X 3 FT. X 30" (179 PSF) A A A A (1) TYPE "B" PLANTER. 5 FT. X 5 FT. X 42" (230 PSF) B A (1) TYPE "A" PLANTER. 3 FT. X 3 FT. X 30" (179 PSF) (5) TYPE "C" PLANTERS. 2.5 FT. X 2.5 FT. X 24" (165 PSF) C CC C C 1 LOAD BEARING WALL BELOW - SEE ARCH. DWGS. FOR WALL TYPE SHEAR WALL BELOW - SEE ARCH. DWGS. FOR WALL TYPE POST BELOW - SEE BEAM AND HEADER SCHEDULES BEAM HANGER - SEE BEAM AND HEADER SCHEDULES BRACKET / PLATE SCHEDULE NOTES: 1. BK DESIGNATES BRACKET AT TOP OF POST 2. BP DESIGNATES BASE PLATE. 3. BASE PLATE STEEL SHALL BE Fy=50 KSI. 4. WHERE INDICATED, WOOD PLATE SHALL BE CUT SO THAT STEEL BASE PLATE BEARS DIRECTLY ON CONCRETE. 5. SUBMIT FOR REVIEW AND APPROVAL ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION 3/32" = 1'-0" 5 5 5 5T TT TH H H H F FF FL LL LO O O OO O O OR R R R F FF FR R R RA A A AM M M MI II IN N N NG G G G PLAN PLAN PLAN PLAN S S S S1 1 1 10 0 0 05 5 5 5 Taitem 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 3/32" = 1'-0" 1 5TH FLOOR FRAMING PLAN FIFTH FLOOR - EXTERIOR WALL HEADER SCHEDULE TYPE MARK NOMINAL OPENING DESCRIPTIONTYPE FLUSH / DROPPED BEARING (EA. END)COMMENTS 5-W19-0EXTERIOR WINDOW/ DOOR HEADERRIM SERVES AS HEADER FLUSHP2FRAMING PERPENDICULAR. SEE NOTE 2 5-W1B9-0EXTERIOR WINDOW/ DOOR HEADERRIM SERVES AS HEADER FLUSHP2FRAMING PARALLEL. SEE NOTE 2 5-W1D9-0EXTERIOR WINDOW/ DOOR HEADERRIM SERVES AS HEADER FLUSHP2FRAMING PERPENDICULAR. SEE NOTE 2 5-W1F9-0EXTERIOR WINDOW/ DOOR HEADERSISTER RIM W/ (1) 1 3/4 X 16 LVL FLUSHP2FRAMING PERPENDICULAR 5-W1G9-0EXTERIOR WINDOW/ DOOR HEADERSISTER RIM W/ (1) 1 3/4 X 16 LVL FLUSHP2FRAMING PERPENDICULAR. SEE NOTE 2 5-W26-0EXTERIOR WINDOW/ DOOR HEADERRIM SERVES AS HEADER FLUSHP2FRAMING PERPENDICULAR 5-W78-8EXTERIOR WINDOW/ DOOR HEADERSISTER RIM W/ (1) 1 3/4 X 16 LVL FLUSHP2FRAMING PERPENDICULAR 5-W7B8-8EXTERIOR WINDOW/ DOOR HEADERRIM SERVES AS HEADER FLUSHP1FRAMING PARALLEL 5-W7C8-8EXTERIOR WINDOW/ DOOR HEADERSISTER RIM W/ (1) 1 3/4 X 16 LVL FLUSHP2FRAMING PERPENDICULAR 5-W7D8-8EXTERIOR WINDOW/ DOOR HEADERSISTER RIM W/ (1) 1 3/4 X 16 LVL FLUSHP2FRAMING PERPENDICULAR 5-W7E8-8EXTERIOR WINDOW/ DOOR HEADERRIM SERVES AS HEADER FLUSHP1FRAMING PARALLEL 5-W87-8EXTERIOR WINDOW/ DOOR HEADERRIM SERVES AS HEADER FLUSHP2FRAMING PERPENDICULAR 5-W109-0EXTERIOR WINDOW/ DOOR HEADER(3) 1 3/4 x 7 1/4" LVLDROPPEDJ3FRAMING PERPENDICULAR - W/ CANTILEVERED BALCONY. SEE NOTE 2 5-W10B9-0EXTERIOR WINDOW/ DOOR HEADER(2) 1 3/4 x 7 1/4" LVLDROPPEDJ2FRAMING PARALLEL - W/ CANTILEVERED BALCONY. SEE NOTE 2 5-W118-8EXTERIOR WINDOW/ DOOR HEADER(3) 2X8DROPPEDJ1FRAMING PARALLEL - CANOPY BELOW FIFTH FLOOR - INTERIOR BEARING WALL HEADER SCHEDULE TYPE MARK NOMINAL OPENINGDESCRIPTIONTYPE FLUSH / DROPPED BEARING (EA. END, U.N.O.) 5-H35-4CORRIDOR HEADER(3) 2x6 FLUSHP2 5-H45-4CORRIDOR HEADER(3) 2x6 FLUSHP2 5-H56-0CORRIDOR HEADER(2) 1 3/4 X 5 1/2 LVL FLUSHHG-7 EA. END 5-H63-4DOOR HEADER(2) 2X8DROPPEDJ2 5-H6A3-4DOOR HEADER(2) 2X8DROPPEDJ2 5-H6B3-4DOOR HEADER(3) 2X8DROPPEDSEE PLAN, SEE NOTE 1 5-H6C3-4DOOR HEADER(3) 2X8DROPPEDJ2 5-H83-4DOOR HEADER(2) 2X8DROPPEDJ2 FIFTH FLOOR - INTERIOR BEARING WALL HEADER SCHEDULE TYPE MARK NOMINAL OPENINGDESCRIPTIONTYPE FLUSH / DROPPED BEARING (EA. END, U.N.O.) 5-H13-4DOOR HEADERRIM SERVES AS HEADER FLUSHP2 5-H1A3-4DOOR HEADERRIM SERVES AS HEADER FLUSHP2 5-H1B3-4DOOR HEADERRIM SERVES AS HEADER FLUSHP2 5-H1C3-4DOOR HEADERRIM SERVES AS HEADER FLUSHP2 5-H1D3-4DOOR HEADERRIM SERVES AS HEADER FLUSHP2 5-H23-4DOOR HEADERRIM SERVES AS HEADER FLUSHP2 5-H2A3-4DOOR HEADERRIM SERVES AS HEADER FLUSHP1 5-H2B3-4DOOR HEADERRIM SERVES AS HEADER FLUSHP2* WOOD POST SCHEDULE TYPE MARKTYPE P1(1) 2x6 P2(2) 2x6 P3(3) 2x6 P3LVL(3) 2x6 LVL P4(4) 2x6 P5(5) 2x6 P6(6) 2x6 POST SCHEDULE NOTES 1.ALL POSTS ARE KING STUDS, UNLESS OTHERWISE NOTED 2.FULLY BLOCK FLOOR CAVITY AT POSTS WITH SAME NUMBER OF STUDS 3.LVL STUDS: 1.7E 2650 FB GENERAL FRAMING PLAN NOTES 1.TRUSSES SHALL BE JOIST HANGERED TO RIM BOARD WHERE RIM SERVES AS THE HEADER. 2.ALL LVL FRAMING TO BE 2.0E 3100FB 3.16" LADDER TRUSS OCCURS AT TOP OF ALL INTERIOR SHEAR WALLS. LADDER TRUSS MUST BE INSTALLED ON CORRECT SIDE OF SHEAR WALL FOR ALIGNMENT OF DRAG STRUT AND TRUSS (WHERE APPLICABLE), AND TO AVOID CONFLICT WITH WINDOWS. INSTALL ON THE SIDE THAT HAS THE LABEL "16" LADDER TRUSS ON SHEAR WALL". 4.SEE S107 /S107.1, SHEAR WALL KEY PLAN, FOR SHEAR WALL LINES. ALIGN TRUSS WITH SHEAR WALL LINES AS INDICATED ON FRAMING PLANS TO FACILITATE FASTENING OF PLYWOOD. SEE "DRAG STRUT / PLYWOOD FASTENING SCHEDULE AT SHEAR WALL LINES" ON S107 FOR DETAILS. 5.INSTALL BLOCKING FOR DRAG STRUTS AS SHOWN. SEE S107, SHEAR WALL KEY PLAN, FOR FURTHER DRAG STRUT INFORMATION AND NAILING. 6.FASTENING FOR ALL FLOOR SHEATHING SHALL BE 10d NAILS WITH A 6-12 PATTERN EXCEPT AS INDICATED ON "DRAG STRUT / PLYWOOD FASTENING SCHEDULE AT SHEAR WALL LINES ON SHEET S107. 7.FASTEN SHEATHING TO END BLOCKING WITH EDGE SPACING PATTERN. 8.IF EXTERIOR AND/OR INTERIOR SHEAR WALL SYSTEM IS PANELIZED, ALL PANELS SHALL BE FASTENED PER 9/S205 9.TOP PLATES AT INTERSECTING WALLS SHOULD BE SPLICED TO ENSURE PROPER CONNECTION (SHEAR AND BEARING WALLS). 10.AT BOTTOM PLATE AND AT TOP PLATE, AT EA. FLOOR, STRAP CORNERS WITH (1) SIMPSON CS20 STRAP, MIN. OVERLAP 1'-0" EA. END, TYP. ALL EXTERIOR PERIMETER WALLS. SEE DETAIL 10/ S205 11.AT SHEAR AND/ OR BEARING WALL TOP PLATES AND /OR BOTTOM PLATES THAT ARE NOTCHED OR DRILLED DUE TO PLUMBING, PROVIDE STRAPS ACROSS THE PLATES USING SIMPSON LSTA18. WALL FRAMING SCHEDULE FLOORFRAMING ALL EXTERIOR WOOD FRAMED WALLS / SHEAR WALLS 5:2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT 4:2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT 3:2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT 2:(2) 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT INTERIOR LOAD-BEARING WOOD FRAMED WALLS / SHEAR WALLS 5:2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT 4:2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT 3:(2) 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT 2:(2) 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT INTERIOR NON LOAD-BEARING SHEAR WALLS 2-52x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT FIFTH FLOOR - BEAM SCHEDULE MARKTYPE FLUSH / DROPPED BEARING ADD'L INFO. 5-B17(2) 2x8DROPPEDJ2 5-B50(3)1 3/4x9 1/2 2.0E LVLDROPPEDSEE PLANSEE NOTE 1, 3, 6 5-B51(3)1 3/4x9 1/2 2.0E LVLDROPPEDSEE PLANSEE NOTE 1, 3, 6 5-B52(3)1 3/4x9 1/2 2.0E LVLDROPPEDSEE PLANSEE NOTE 1, 3, 6 5-B53(3)1 3/4x9 1/2 2.0E LVLDROPPEDSEE PLANSEE NOTE 1, 3, 6 5-B5416" TRUSS GIRDER FLUSHWEST HG-4, SEE PLAN SEE NOTE 1 5-B5516" TRUSS GIRDER FLUSHSEE PLANSEE NOTE 1 5-B5716" LSL 1.3E 1750 FB RIM BOARD FLUSHP2 5-B58(2) 2x6DROPPEDJ1 5-B6116" TRUSS GIRDER OR (1) 1 3/4X16 LVL FLUSHP2SEE NOTE 4 5-B6216" TRUSS GIRDER OR (1) 1 3/4X16 LVL FLUSHP2SEE NOTE 4 5-B6416" TRUSS GIRDER FLUSHHG-9, EA. END 5-B64A16" LSL 1.3E 1750 FB RIM BOARD FLUSHP2 5-B6516" TRUSS GIRDER OR (1) 1 3/4X16 LVL FLUSHP2SEE NOTE 4 FIFTH FLOOR - BEAM SCHEDULE MARKTYPE FLUSH / DROPPED BEARING ADD'L INFO. 5-B116" TRUSS GIRDER FLUSHP2 5-B2(1) 1 3/4 X 16 LVL SISTERED TO RIM FLUSHP2, HG-5 5-B316" TRUSS GIRDER OR (3) 1 3/4X16 LVL FLUSHP-3LVL 5-B4(3) 2x6 FLUSHP-3LVL 5-B516" TRUSS GIRDER OR (3) 1 3/4X16 LVL FLUSHP-3LVL 5-B7(4)1 3/4x5 1/2 LVL FLUSHP2, HG-8 5-B9(2)1 3/4x16 LVL FLUSHSEE PLANSEE NOTE 2 5-B10(3) 2x8DROPPEDSOUTH J2, NORTH HG-3 SEE NOTE 2 5-B10A16" LSL 1.3E 1750 FB RIM BOARD FLUSHSEE PLANSEE NOTES 1,2 5-B10B16" LSL 1.3E 1750 FB RIM BOARD FLUSHSEE PLANSEE NOTES 1,2 5-B10C(3) 2x10DROPPEDJ2SEE NOTE 2 5-B13(3) 2x12DROPPEDJ2 5-B14(2)1 3/4x7 1/4 LVLDROPPEDJ2 5-B1516" LSL 1.3E 1750 FB RIM BOARD FLUSHP2 5-B16(3)1 3/4x5 1/2 LVL FLUSHP2, HG-8 UPPER FLOORS FRAMING PLAN LEGEND JACK SCHEDULE TYPE MARKTYPE J1(1) 2X6 J2(2) 2X6 J3(3) 2X6 J4(4) 2X6 J5(5) 2X6 J6(6) 2X6 JACK SCHEDULE NOTES 1.ADD KING STUD AT ALL JACK STUD LOCATIONS 2.FULLY BLOCK FLOOR CAVITY AT JACKS WITH SAME NUMBER OF STUDS BEAM HANGER SCHEDULE TYPE MARK MIN. CAPACITY REQ'D MANUFACTURER/ MODEL * 520 LBS HG-11200 LBS HG-1R1200 LBS HG-21000 LBS HG-32300 LBS HG-4520 LBS HG-54400 LBS HG-65800 LBS HG-71600 LBS HG-81900 LBS HG-91720 LBS HG-102400 LBS * SUBMIT FOR REVIEW AND APPROVAL HEADER AND BEAM SCHEDULE NOTES 1.SHARES POST WITH ADJACENT BEAM - SIZE OF SHARED POST TAKES INTO ACCOUNT LOAD FROM BOTH BEAMS AND IS THE TOTAL REQ'D FOR BOTH 2.WHERE NO BEAM / HEADER EXISTS AT THE SAME LOCATION ON FLOOR BELOW, THE SAME NUMBER OF BEARING POSTS SHOULD CONTINUE AT SAME LOCATION DOWN TO BEARING ON THE 2ND FLOOR CONCRETE PLANK, OR TO INTERVENING STEEL BEAM OR JOIST GIRDER WHERE IT OCCURS, TYPICAL. 3.BEAM BEARING REQUIRES TOP BRACKET AND/OR BASE PLATE AT SUPPORTING POSTS. SEE BRACKET / PLATE SCHEDULE 4.SEE PLAN FOR APPROPRIATE BALCONY DETAIL REFERENCE. SEE REFERENCED DETAIL FOR HANGER / BRACKET WHERE REQUIRED 5.FASTEN (4) 7 1/4" LVLS AS FOLLOWS: (2) ROWS 5/8" BOLTS 18" O.C. DISTANCE FROM CENTER OF BOLT TO TOP OR BOTTOM OF LVL SHALL BE 2" 6.CONTINUOUS BEAM - PLIES SHALL BE SPLICED, AT LEAST ONE PLY CONTINUOUS OVER ANY POST BRACKET / PLATE SCHEDULE BK-1BRACKET SIMILAR TO SIMPSON CC66 BK-1BCUSTOM BRACKET SIMILAR TO SIMPSON CC66, 13" LONG BK-2BRACKET SIMILAR TO SIMPSON CCQ BK-2BCUSTOM BRACKET SIM. TO SIMPSON CCQ, 16" LONG BK-2CCUSTOM BRACKET SIM. TO SIMPSON CCQ, 14" LONG BK-3BRACKET SIMILAR TO SIMPSON ECCQ BK-4CUSTOM BRACKET SIM. TO SIMPSON CCQ, WITH ECCQ WELDED TO CREATE "T" SHAPE BP-1STEEL PLATE 5 1/2" X 10" X 1/2" BP-2STEEL PLATE 5 1/2' X 14" X 5/8" BP-3STEEL PLATE 5 1/2" X 11" X 1/2" BP-4STEEL PLATE 5 1/2" X 12" X 1/2" BP-5STEEL PLATE 5 1/2" X 12" X 3/4" BEAR ON CONC. BP-6STEEL PLATE 5 1/2" X 12" X 5/8" BEAR ON CONC. BP-7STEEL PLATE 12" X 12" X 3/8" BEAR ON CONC. BP-8STEEL PLATE 5 1/2" X 14" X 1" NORTH ROOF PLANTER STRUCTURAL NOTES 1.THE CALCULATED WEIGHTED AVERAGE FOR TOTAL DESIGN LOADS (LL + DL) = 120 PSF. THIS LOAD DOES NOT INCLUDE PLANTER WEIGHTS. 2.TRUSS FABRICATOR SHALL INCORPORATE PLANTER WEIGHTS IN ADDITION TO THE STANDARD LOADS BASED ON ASSEMBLY. REFER TO ARCHITECTURAL SECTIONS FOR VERIFICATION. 3.SOME FRAMING COMPONENTS SUPPORTING THE NORTH GREEN ROOF TERRACE MAY REQUIRE REDESIGN DURING TRUSS SHOP DRAWING REVIEW PROCESS. 4.TRUSS FABRICATOR SHALL REFER TO ARCHITECTURAL GREEN ROOF SECTIONS TO VERIFY LOADS BASED ON PROPOSED ASSEMBLY. 1 1 A AB DE F GH JK K 1 4 3 5 8 7 9 10 11 2 @ 1 6 " R o o f T r u s s 1 6 " @ 1 6 " R o o f T r u s s 1 6 " @ 1 6 " F l r T r u s s 1 6 " @ 1 6 " R o o f T r u s s 1 6 " @ 2 x 6 2 4 " @ 1 6 " R o o f T r u s s 1 6 " @ 1 6 " R o o f T r u s s 1 6 " @ 1 6 " R o o f T r u s s 1 6 " @ 1 6 " R o o f T r u s s 1 6 " @ 1 6 " R o o f T r u s s 1 6 " @ 1 6 " R o o f T r u s s 1 6 " @ 1 6 " R o o f T r u s s 1 6 " @ 1 6 " R o o f T r u s s 1 6 " @ 1 6 " R o o f T r u s s 1 6 " @ 1 6 " R o o f T r u s s 1 6 " @ 1 6 " R o o f T r u s s 1 6 " @ 2x624" @ 1 6 " R o o f T r u s s 1 6 " @ 1 6 " R o o f T r u s s 1 6 " @ 2 x 6 2 4 " @ 1 6 " R o o f T r u s s 1 6 " @ 1 6 " R o o f T r u s s 1 6 " @ 1 6 " R o o f T r u s s 1 6 " @ 1 6 " R o o f T r u s s 1 6 " @ 16" Roof Truss16" @ 1 6 " R o o f T r u s s 1 6 " @ 2x616" @ 2x624" @ 2x624" @ 2x816" S106 2 @ 2 x 8 1 6 " R W 7 R W 1 C R W 1 D R W 1 B R W 1 G R W 2 R W 7 B R W 1 B R W 1 B R W 1 B R W 1 B R W 1 B R W 1 F R W 1 F R W 1 F R W 1 F R W 1 F R W 1 F R W 8 R W 1 B R W 1 B R W 1 B R W 7 B R H 1 A R-H3 R H 3 R H 2 R H 2 R H 2 R H 2 R-H2R-H2R-H2R-H2R-H2R-H2 R H 2 R H 2 R H 2 R H 2 R H 2 B R-H2A R-H2 R-H2 R H 2 R H 2 R H 1 C R H 1 B R H 5 R H 4 R H 3 R H 3 R H 6 B R H 6 B R H 6 C R H 6 R H 6 A R-W4B R B 7 R B 9 R B 1 0 R B 1 3 R B 1 7 R B 1 6 16" LSL 1.3E 1750 FB RIM BOARD 1 6 " L S L 1 . 3 E 1 7 5 0 F B R I M B O A R D 1 6 " L S L 1 . 3 E 1 7 5 0 F B R I M B O A R D 1 6 " L S L 1 . 3 E 1 7 5 0 F B R I M B O A R D 1 6 " L S L 1 . 3 E 1 7 5 0 F B R I M B O A R D 1 6 " L S L 1 . 3 E 1 7 5 0 F B R I M B O A R D 1 6 " L S L 1 . 3 E 1 7 5 0 F B R I M B O A R D 1 6 " L S L 1 . 3 E 1 7 5 0 F B R I M B O A R D 1 6 " L S L 1 . 3 E 1 7 5 0 F B R I M B O A R D 1 6 " L S L 1 . 3 E 1 7 5 0 F B R I M B O A R D 1 6 " L S L 1 . 3 E 1 7 5 0 F B R I M B O A R D 1 6 " L S L 1 . 3 E 1 7 5 0 F B R I M B O A R D R-H2 ( 1 ) P T 2 x 8 L E D G E R ( 1 ) P T 2 x 8 L E D G E R @ 1 6 " R o o f T r u s s 1 6 " @ 1 6 " R o o f T r u s s 1 6 " @ 2 x 6 2 4 " ( 1 ) 1 3 / 4 x 1 6 L E D G E R (1)1 3/4x16 LEDGER PT 2X8 LEDGER AT CMU FASTENING (TYP. U.N.O.): (1) ROW 1/2" BOLTS, STAGGERED, 18" O.C. (1) PT 2x8 LEDGER R W 7 R W 7 R W 1 1 R W 7 R W 7 R W 7 R W 7 B R W 7 B R W 7 B R W 7 B R W 7 B R W 7 B R W 7 B R W 7 B R W 7 B R W 7 B R W 7 B R W 7 B R W 7 B R W 7 B R W 1 R W 1 R W 1 6 @ 1 6 " R o o f T r u s s 1 6 " @ 1 6 " R o o f T r u s s 1 6 " R B 5 4 R B 5 5 @ 1 6 " F l r T r u s s 1 6 " R-B50R-B51 R B 5 2 R-B53 R-B10A R B 1 0 B R-B10C R W 1 B R B 1 5 @ 2 x 6 2 4 " R B 1 4 (2) BAYS OF 2x6 BLOCKING, 32" O.C., TOP AND BOTTOM CHORDS, TYPICAL AT JOIST END BAYS (2) BAYS OF 2x6 BLOCKING, 32" O.C., TOP AND BOTTOM CHORDS, TYPICAL AT JOIST END BAYS (2) BAYS OF 2x6 BLOCKING, 32" O.C., TOP AND BOTTOM CHORDS, TYPICAL AT JOIST END BAYS (2) BAYS OF 2x6 BLOCKING, 32" O.C., TOP AND BOTTOM CHORDS, TYPICAL AT JOIST END BAYS R B 5 6 R B 5 6 AT VERTICAL CHASES, PROVIDE FLR TRUSS FRAMED OPENING W/ HEADER, TYP. @ 1 6 " R o o f T r u s s 1 6 " CONSTRUCT PLATFORMS AS FOLLOWS: 5/8" P.T. PLYWOOD SHEATHING BOTTOM P.T. 2X6 FRAMING @ 16" O.C. 5/8" P.T. PLYWOOD SHEATHING TOP P.T. 2X6 BLOCKING AT 5'-0" O.C. AT LARGE PLATFORM, 16" O.C. AT SMALL PLATFORM. @ 2 x 6 1 6 " 2X6 @ 16" LINE OF MECHANICAL PENTHOUSE ABOVE C C R B 5 7 R B 5 8 R H 1 E R H 1 E @ 1 6 " F l r T r u s s 1 6 " R H 8 J 1 , P 3 J 1 , P 1 J2, P1 P2 P 1 P 2 P4 P 4 P 4 J2, P1 P 2 P 2 P 2 P2 NOTE: AT BEAM R-B56, IN ADDITION TO ROOF AND FLOOR LOADS, 82LBS PER LIN. FEET DUE TO WEIGHT OF HOT WATER HEAT PUMPS ON NORTH WALL (1) 1 3/4 X 16" LEDGER 16' - 0" 1 6 ' 7 " 16'-0" X 16'-7" STRUCTURAL PLATFORM CENTERED ON WATER TANKS. PLATFORM AND WATER TANKS IMPOSE ADDITIONAL LOAD ON TRUSSES OF 164 PSF. 3'-0" X 3'-0" STRUCTURAL PLATFORM CENTERED ON WATER HEATER. PLATFORM AND WATER HEATER IMPOSE ADDITIONAL LOAD ON TRUSSES OF 50 PSF. 1 1 LOAD BEARING WALL BELOW - SEE ARCH. DWGS. FOR WALL TYPE SHEAR WALL BELOW - SEE ARCH. DWGS. FOR WALL TYPE POST BELOW - SEE BEAM AND HEADER SCHEDULES BEAM HANGER - SEE BEAM AND HEADER SCHEDULES @ 2 x 8 1 6 " @ 2 x 8 1 6 " LEDGER FASTENING: (1) ROW 1/2" BOLTS, STAGGERED, 18" O.C. W 8X15 HOIST BEAM @ 2x1212" @ 2x816" 2 x 8 R I M 2 x 8 R I M 2 x 8 R I M P R H 7 2 x 8 R I M PR-H7 2 x 8 R I M 2 x 1 2 R I M 2 x 1 2 R I M 2 x 8 R I M 2 x 1 2 R I M HEAT PUMP EXHAUST FAN ERV LEGEND ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION As indicated R R R RO O O OO O O OF FF F F FF FR R R RA A A AM M M MI II IN N N NG G G G P P P PL LL LA A A AN N N N S S S S1 1 1 10 0 0 06 6 6 6 Taitem 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 3/32" = 1'-0" 1 ROOF FRAMING PLAN WOOD POST SCHEDULE TYPE MARKTYPE P1(1) 2x6 P2(2) 2x6 P3(3) 2x6 P3LVL(3) 2x6 LVL P4(4) 2x6 P5(5) 2x6 P6(6) 2x6 POST SCHEDULE NOTES 1.ALL POSTS ARE KING STUDS, UNLESS OTHERWISE NOTED 2.FULLY BLOCK FLOOR CAVITY AT POSTS WITH SAME NUMBER OF STUDS 3.LVL STUDS: 1.7E 2650 FB GENERAL FRAMING PLAN NOTES 1.TRUSSES SHALL BE JOIST HANGERED TO RIM BOARD WHERE RIM SERVES AS THE HEADER. 2.ALL LVL FRAMING TO BE 2.0E 3100FB 3.16" LADDER TRUSS OCCURS AT TOP OF ALL INTERIOR SHEAR WALLS. LADDER TRUSS MUST BE INSTALLED ON CORRECT SIDE OF SHEAR WALL FOR ALIGNMENT OF DRAG STRUT AND TRUSS (WHERE APPLICABLE), AND TO AVOID CONFLICT WITH WINDOWS. INSTALL ON THE SIDE THAT HAS THE LABEL "16" LADDER TRUSS ON SHEAR WALL". 4.SEE S107 /S107.1, SHEAR WALL KEY PLAN, FOR SHEAR WALL LINES. ALIGN TRUSS WITH SHEAR WALL LINES AS INDICATED ON FRAMING PLANS TO FACILITATE FASTENING OF PLYWOOD. SEE "DRAG STRUT / PLYWOOD FASTENING SCHEDULE AT SHEAR WALL LINES" ON S107 FOR DETAILS. 5.INSTALL BLOCKING FOR DRAG STRUTS AS SHOWN. SEE S107, SHEAR WALL KEY PLAN, FOR FURTHER DRAG STRUT INFORMATION AND NAILING. 6.FASTENING FOR ALL FLOOR SHEATHING SHALL BE 10d NAILS WITH A 6-12 PATTERN EXCEPT AS INDICATED ON "DRAG STRUT / PLYWOOD FASTENING SCHEDULE AT SHEAR WALL LINES ON SHEET S107. 7.FASTEN SHEATHING TO END BLOCKING WITH EDGE SPACING PATTERN. 8.IF EXTERIOR AND/OR INTERIOR SHEAR WALL SYSTEM IS PANELIZED, ALL PANELS SHALL BE FASTENED PER 9/S205 9.TOP PLATES AT INTERSECTING WALLS SHOULD BE SPLICED TO ENSURE PROPER CONNECTION (SHEAR AND BEARING WALLS). 10.AT BOTTOM PLATE AND AT TOP PLATE, AT EA. FLOOR, STRAP CORNERS WITH (1) SIMPSON CS20 STRAP, MIN. OVERLAP 1'-0" EA. END, TYP. ALL EXTERIOR PERIMETER WALLS. SEE DETAIL 10/ S205 11.AT SHEAR AND/ OR BEARING WALL TOP PLATES AND /OR BOTTOM PLATES THAT ARE NOTCHED OR DRILLED DUE TO PLUMBING, PROVIDE STRAPS ACROSS THE PLATES USING SIMPSON LSTA18. WALL FRAMING SCHEDULE FLOORFRAMING ALL EXTERIOR WOOD FRAMED WALLS / SHEAR WALLS 5:2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT 4:2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT 3:2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT 2:(2) 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT INTERIOR LOAD-BEARING WOOD FRAMED WALLS / SHEAR WALLS 5:2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT 4:2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT 3:(2) 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT 2:(2) 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT INTERIOR NON LOAD-BEARING SHEAR WALLS 2-52x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT JACK SCHEDULE TYPE MARKTYPE J1(1) 2X6 J2(2) 2X6 J3(3) 2X6 J4(4) 2X6 J5(5) 2X6 J6(6) 2X6 JACK SCHEDULE NOTES 1.ADD KING STUD AT ALL JACK STUD LOCATIONS 2.FULLY BLOCK FLOOR CAVITY AT JACKS WITH SAME NUMBER OF STUDS UPPER FLOORS FRAMING PLAN LEGEND ROOF - EXTERIOR WALL HEADER SCHEDULE TYPE MARK NOMINAL OPENING DESCRIPTIONTYPEFLUSH / DROPPED BEARIN G (EA. END)COMMENTS R-W19-0EXTERIOR WINDOW/ DOOR HEADERRIM SERVES AS HEADER FLUSHP2FRAMING PERPENDICULAR R-W1B9-0EXTERIOR WINDOW/ DOOR HEADERRIM SERVES AS HEADER FLUSHP1FRAMING PARALLEL R-W1C8-0EXTERIOR WINDOW/ DOOR HEADERRIM SERVES AS HEADER FLUSHP1FRAMING PARALLEL. SEE NOTE 2 R-W1D9-0EXTERIOR WINDOW/ DOOR HEADERRIM SERVES AS HEADER FLUSHP2FRAMING PERPENDICULAR R-W1F9-0EXTERIOR WINDOW/ DOOR HEADERSISTER RIM W/ (1) 1 3/4 X 16 LVL FLUSHP2FRAMING PERPENDICULAR R-W1G9-0EXTERIOR WINDOW/ DOOR HEADERSISTER RIM W/ (1) 1 3/4 X 16 LVL FLUSHP2FRAMING PERPENDICULAR R-W26-0EXTERIOR WINDOW/ DOOR HEADERRIM SERVES AS HEADER FLUSHP2FRAMING PERPENDICULAR R-W4B3-0EXTERIOR WINDOW/ DOOR HEADERRIM SERVES AS HEADER FLUSHP1FRAMING PARALLEL. SEE NOTE 2 R-W78-8EXTERIOR WINDOW/ DOOR HEADERSISTER RIM W/ (1) 1 3/4 X 16 LVL FLUSHP2FRAMING PERPENDICULAR R-W7B8-8EXTERIOR WINDOW/ DOOR HEADERRIM SERVES AS HEADER FLUSHP1FRAMING PARALLEL R-W87-8EXTERIOR WINDOW/ DOOR HEADERRIM SERVES AS HEADER FLUSHP2FRAMING PERPENDICULAR R-W119-0EXTERIOR WINDOW/ DOOR HEADERSISTER RIM W/ (1) 1 3/4 X 16 LVL FLUSHP2FRAMING PERPENDICULAR ROOF - INTERIOR BEARING WALL HEADER SCHEDULE TYPE MARK NOMINAL OPENINGDESCRIPTIONTYPE FLUSH / DROPPEDBEARING (EA. END, U.N.O.) R-H1A3-4DOOR HEADERRIM SERVES AS HEADER FLUSHP2 R-H1B3-4DOOR HEADERRIM SERVES AS HEADER FLUSHP2 R-H1C3-4DOOR HEADERRIM SERVES AS HEADER FLUSHP2 R-H1E3-4DOOR HEADERRIM SERVES AS HEADER FLUSHP1, SEE NOTE 2 R-H23-4DOOR HEADERRIM SERVES AS HEADER FLUSHP1 R-H2A3-4DOOR HEADERRIM SERVES AS HEADER FLUSHP1 R-H2B3-4DOOR HEADERRIM SERVES AS HEADER FLUSHP2 R-H35-0CORRIDOR HEADER(2) 2x6 FLUSHP2 R-H45-0CORRIDOR HEADER(2) 2x6 FLUSHP2 R-H56-0CORRIDOR HEADER(3) 2x6 FLUSHAT NORTH, HG-2 HUNG ON LEDGER, AT SOUTH , HG-2 HUNG ON R-H2A R-H63-4DOOR HEADER(2) 2X8DROPPEDJ1 R-H6A3-4DOOR HEADER(2) 2X8DROPPEDJ1 R-H6B3-4DOOR HEADER(3) 2X8DROPPEDSEE PLAN. SHARES POST - SEE NOTE 1 R-H6C3-4DOOR HEADER(3) 2X8DROPPEDJ1 R-H83-4DOOR HEADER(2) 2X8DROPPEDJ1 ROOF - BEAM SCHEDULE MARKTYPE FLUSH / DROPPED BEARING (EA. END, U.N.O.) ADDITIONAL INFORMATION R-B16(3) 2x6 FLUSHP1, HG-1 R-B17(2) 2x8DROPPEDJ1 R-B50(3)1 3/4x9 1/2 2.0E LVLDROPPEDSEE PLANSEE NOTES 1, 6 R-B51(3)1 3/4x9 1/2 2.0E LVLDROPPEDSEE PLANSEE NOTES 1, 6 R-B52(3)1 3/4x9 1/2 2.0E LVLDROPPEDSEE PLANSEE NOTES 1, 6 R-B53(3)1 3/4x9 1/2 2.0E LVLDROPPEDSEE PLANSEE NOTES 1, 6 R-B5416" TRUSS GIRDER FLUSHWEST HG-4, SEE PLANSEE NOTE 1 R-B5516" TRUSS GIRDER FLUSHSEE PLANSEE NOTE 1 R-B5616" TRUSS GIRDER OR (2) 1 3/4X16 LVL FLUSHHG-6, P4, P4, P3 (WEST TO EAST) R-B5716" LSL 1.3E 1750 FB RIM BOARD FLUSHP2 R-B58(2) 2x6DROPPEDJ1 ROOF - BEAM SCHEDULE MARKTYPE FLUSH / DROPPED BEARING (EA. END, U.N.O.) ADDITIONAL INFORMATION R-B7(4) 2x6 FLUSHP2, HG-1R R-B9(2)1 3/4x16 LVL FLUSHSEE PLAN R-B10(3) 2x8DROPPEDSOUTH J1, NORTH HG-3 R-B10A16" LSL 1.3E 1750 FB RIM BOARD FLUSHSEE PLANSEE NOTE 1 R-B10B16" LSL 1.3E 1750 FB RIM BOARD FLUSHSEE PLANSEE NOTE 1 R-B10C(3) 2x8DROPPEDWEST J1, EAST J1 R-B13(3) 2x12DROPPEDJ2 R-B14(2)1 3/4x7 1/4 LVLDROPPEDJ1 R-B1516" LSL 1.3E 1750 FB RIM BOARD FLUSHP1 BEAM HANGER SCHEDULE TYPE MARK MIN. CAPACITY REQ'D MANUFACTURER/ MODEL * 520 LBS HG-11200 LBS HG-1R1200 LBS HG-21000 LBS HG-32300 LBS HG-4520 LBS HG-54400 LBS HG-65800 LBS HG-71600 LBS HG-81900 LBS HG-91720 LBS HG-102400 LBS * SUBMIT FOR REVIEW AND APPROVAL 3/32" = 1'-0" 2 STAIR / ELEVATOR CORE ROOF FRAMING PLAN PR-H73-4DOOR HEADER2X8 SISTERED TO 2X8 RIM FLUSHCMU WALL HEADER AND BEAM SCHEDULE NOTES 1.SHARES POST WITH ADJACENT BEAM - SIZE OF SHARED POST TAKES INTO ACCOUNT LOAD FROM BOTH BEAMS AND IS THE TOTAL REQ'D FOR BOTH 2.WHERE NO BEAM / HEADER EXISTS AT THE SAME LOCATION ON FLOOR BELOW, THE SAME NUMBER OF BEARING POSTS SHOULD CONTINUE AT SAME LOCATION DOWN TO BEARING ON THE 2ND FLOOR CONCRETE PLANK, OR TO INTERVENING STEEL BEAM OR JOIST GIRDER WHERE IT OCCURS, TYPICAL. 3.BEAM BEARING REQUIRES TOP BRACKET AND/OR BASE PLATE AT SUPPORTING POSTS. SEE BRACKET / PLATE SCHEDULE 4.SEE PLAN FOR APPROPRIATE BALCONY DETAIL REFERENCE. SEE REFERENCED DETAIL FOR HANGER / BRACKET WHERE REQUIRED 5.FASTEN (4) 7 1/4" LVLS AS FOLLOWS: (2) ROWS 5/8" BOLTS 18" O.C. DISTANCE FROM CENTER OF BOLT TO TOP OR BOTTOM OF LVL SHALL BE 2" 6.CONTINUOUS BEAM - PLIES SHALL BE SPLICED, AT LEAST ONE PLY CONTINUOUS OVER ANY POST NO SCALE 3 ROOF MECHANICAL UNIT KEY PLAN ROOFTOP MECHANICAL EQUIPMENT STRUCTURAL NOTES 1.SEE ROOF MECHANICAL UNIT KEY PLAN BELOW. FOR LARGER PLAN OF ROOF MECHANICAL EQUIPMENT LOCATION, REFER TO DRAWING M106 2.TRUSS MANUFACTURER SHALL ADD MECHANICAL EQUIPMENT LOADS TO ROOF TRUSSES BASED ON EQUIPMENT DIMENSIONS AND WEIGHTS LOCATED ON SCHEULES ON DRAWING M001. SOME FRAMING MEMBERS MAY NEED TO BE REDESIGNED DURING SHOP DRAWING REVIEW. 3.ADD BLOCKING AND FRAMING AS REQ'D FOR MECHANICAL EQUIPMENT SUPPORT BETWEEN TRUSSES. 4.WEIGHTS OF ERVs AND EXHAUST FANS SHALL BE DISTRIBUTED ON THE TRUSS BASED ON UNIT CURB SIZE AND PERIMETER. 1 1 SW2 SW3 SW4 SW5 SW6 SW8 SW10 SW12 SW1 SW14 SW14 SW15 SW15 SW16 SW18 SW7 SW9.1 SW11 SW13 SWA SWA SWCSWD.2SWE.2 SWHSWJ SWM SWO SWR DS-2 DS-3 D S L SWK.2SWL SWQ SW3A SWB SWF SWG SWE.1 SWD.1 SWN SWK.1 SW9.2 SW17 DS-4 DS-8 DS-10 DS-15 D S K . 2 D S G D S E . 2 D S D . 2 D S C D S H SWP (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (2) HOLD-DOWNS (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (2) HOLD-DOWNS (2) HOLD-DOWNS (1) HOLD-DOWN (1) HOLD-DOWN (2) HOLD-DOWNS (1) HOLD-DOWN (1) HOLDDOWN (1) HOLD-DOWN(1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (2) HOLD-DOWNS (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (2) HOLD-DOWNS(1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN D S P PORTAL FRAME 1AHOLD DOWNS - SEE SECTION HOLD DOWNS - SEE SECTION HOLD DOWNS - SEE SECTION HOLD DOWNS - SEE SECTION 1 S207 7 S207 TYP 7 S207 TYP D S H B DS-5 DS-6 DS-12 DS-14 DS-14B D S O S207 14 SIM S207 14 SIM S207 14 SIM S207 14 SIM S207 14 SIM S207 14 SIM S207 14 SIM S207 14 SIM S207 14 SIM S207 14 SIM S207 14 SIM SW6.1 SHEAR WALL LINE SHEAR WALL LINE SEGMENT ONE OR MORE HOLD-DOWNS - SEE DETAIL DRAG STRUT OR AGGRESSIVE FASTENING - SEE DRAG STRUT / PLYWOOD FASTENING SCHEDULE HOLD-DOWN DS - 1 A.1 SW1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION As indicated S S S SH H H HE EE EA A A AR R R R W W W WA A A AL LL LL LL L K K K KE EE EY Y Y Y P P P PL LL LA A A AN N N N A A A A S S S S1 1 1 10 0 0 07 7 7 7 Taitem 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1/16" = 1'-0" 1 SHEAR WALL KEY PLAN A (2ND AND 3RD FLRS) SHEAR WALL KEY PLAN LEGEND SHEAR WALL SCHEDULE A (SECOND AND THIRD FLOORS) SHEAR WALL LINESHEATHING AND FASTENERS FASTENING PATTERNWALL STUDS SIZE AND SPACINGHOLD DOWN COMPRESSION STUDS SHEAR TRANSFER CLIPS FLOOR 2 SW17/16" SHEATHING, BOTH SIDES, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU14-SDS 2.5 WITH 1" ROD(5) 2X6, MIN.(21) A35 CLIPS SW27/16" SHEATHING, BOTH SIDES, FASTENER TYPE "A"4-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU14-SDS 2.5 WITH 1" ROD(6) 2X6, MIN.(22) A35 CLIPS SW37/16" SHEATHING, BOTH SIDES, FASTENER TYPE "A"4-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU14-SDS 2.5 WITH 1" ROD(6) 2X6, MIN.(22) A35 CLIPS SW3APORTAL FRAME - SEE 1/S207SIMPSON DTT2Z - SEE 1/S207SEE FRAM. PLANS(21) A35 CLIPS SW47/16" SHEATHING, BOTH SIDES, FASTENER TYPE "A"4-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU14-SDS 2.5 WITH 1" ROD(5) 2X6, MIN.(17) A35 CLIPS SW5CMU WALL SW6CMU WALL SW77/16" SHEATHING, BOTH SIDES, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU14-SDS 2.5 WITH 1" ROD(5) 2X6, MIN.(21) A35 CLIPS SW87/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"4-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU11-SDS 2.5 WITH 1" ROD(4) 2X6, MIN.(27) A35 CLIPS SW9.17/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"4-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU11-SDS 2.5 WITH 1" ROD(4) 2X6, MIN.(24) A35 CLIPS SW9.27/16" SHEATHING, BOTH SIDES, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU14-SDS 2.5 WITH 1" ROD(5) 2X6, MIN.(21) A35 CLIPS SW107/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"4-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU11-SDS 2.5 WITH 1" ROD(4) 2X6, MIN.(27) A35 CLIPS SW117/16" SHEATHING, BOTH SIDES, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU14-SDS 2.5 WITH 1" ROD(5) 2X6, MIN.(21) A35 CLIPS SW127/16" SHEATHING, BOTH SIDES, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU14-SDS 2.5 WITH 1" ROD(5) 2X6, MIN.(21) A35 CLIPS SW137/16" SHEATHING, BOTH SIDES, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU14-SDS 2.5 WITH 1" ROD(5) 2X6, MIN.(21) A35 CLIPS SW147/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"4-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU11-SDS 2.5 WITH 1" ROD(4) 2X6, MIN.(24) A35 CLIPS SW157/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"4-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU11-SDS 2.5 WITH 1" ROD(4) 2X6, MIN.(24) A35 CLIPS SW16NOT USED THIS FLOOR SW177/16" SHEATHING, BOTH SIDES, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU14-SDS 2.5 WITH 1" ROD(5) 2X6, MIN.(21) A35 CLIPS SW187/16" SHEATHING, BOTH SIDES, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU14-SDS 2.5 WITH 1" ROD(5) 2X6, MIN.(21) A35 CLIPS SWA7/16" SHEATHING, BOTH SIDES, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU14-SDS 2.5 WITH 1" ROD(5) 2X6, MIN.(21) A35 CLIPS SWBNOT USED THIS FLOOR SWC7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"4-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU11-SDS 2.5 WITH 1" ROD(4) 2X6, MIN.(27) A35 CLIPS SWD.17/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"4-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU11-SDS 2.5 WITH 1" ROD(4) 2X6, MIN.(27) A35 CLIPS SWD.27/16" SHEATHING, BOTH SIDES, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU14-SDS 2.5 WITH 1" ROD(5) 2X6, MIN.(21) A35 CLIPS SWE.17/16" SHEATHING, BOTH SIDES, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU14-SDS 2.5 WITH 1" ROD(5) 2X6, MIN.(21) A35 CLIPS SWE.27/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"4-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU11-SDS 2.5 WITH 1" ROD(4) 2X6, MIN.(27) A35 CLIPS SWF7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"4-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU11-SDS 2.5 WITH 1" ROD(4) 2X6, MIN.(24) A35 CLIPS SWG7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"4-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU11-SDS 2.5 WITH 1" ROD(4) 2X6, MIN.(27) A35 CLIPS SWH7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"4-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU11-SDS 2.5 WITH 1" ROD(4) 2X6, MIN.(24) A35 CLIPS SWJ7/16" SHEATHING, BOTH SIDES, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU14-SDS 2.5 WITH 1" ROD(5) 2X6, MIN.(21) A35 CLIPS SWK.17/16" SHEATHING, BOTH SIDES, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU14-SDS 2.5 WITH 1" ROD(5) 2X6, MIN.(21) A35 CLIPS SWK.27/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"4-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU11-SDS 2.5 WITH 1" ROD(4) 2X6, MIN.(27) A35 CLIPS SWL7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"4-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU11-SDS 2.5 WITH 1" ROD(4) 2X6, MIN.(27) A35 CLIPS SWM7/16" SHEATHING, BOTH SIDES, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU14-SDS 2.5 WITH 1" ROD(5) 2X6, MIN.(21) A35 CLIPS SWN7/16" SHEATHING, BOTH SIDES, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU14-SDS 2.5 WITH 1" ROD(5) 2X6, MIN.(21) A35 CLIPS SWO7/16" SHEATHING, BOTH SIDES, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU14-SDS 2.5 WITH 1" ROD(5) 2X6, MIN.(21) A35 CLIPS SWPCMU WALL SWQ7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"4-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU11-SDS 2.5 WITH 1" ROD(4) 2X6, MIN.(27) A35 CLIPS SWR7/16" SHEATHING, BOTH SIDES, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU14-SDS 2.5 WITH 1" ROD(5) 2X6, MIN.(21) A35 CLIPS FLOOR 3 SW17/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"4-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205HDU8-SDS 2.5 WITH 7/8" ROD(4) 2X6, MIN.(16) A35 CLIPS SW27/16" SHEATHING, BOTH SIDES, FASTENER TYPE "A"4-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU11-SDS 2.5 WITH 1" ROD(4) 2X6, MIN.(14) A35 CLIPS SW37/16" SHEATHING, BOTH SIDES, FASTENER TYPE "A"4-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU11-SDS 2.5 WITH 1" ROD(4) 2X6, MIN.(14) A35 CLIPS SW3APORTAL FRAME - SEE 1/S207SIMPSON DTT2Z - SEE 1/S207SEE FRAM. PLANS SW47/16" SHEATHING, BOTH SIDES, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205HDU8-SDS 2.5 WITH 7/8" ROD(4) 2X6, MIN.(12) A35 CLIPS SW5CMU WALL SW6CMU WALL SW77/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"4-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205HDU8-SDS 2.5 WITH 7/8" ROD(4) 2X6, MIN.(16) A35 CLIPS SW85/8" GWB BOTH SIDES, FASTENER TYPE "B"7" O.C.SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM.SIMPSON HTT5KT WITH 5/8" ROD(3) 2X6, MIN.(20) A35 CLIPS SW9.15/8" GWB BOTH SIDES, FASTENER TYPE "B"7" O.C.SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM.SIMPSON HTT5KT WITH 5/8" ROD(3) 2X6, MIN.(18) A35 CLIPS SW9.27/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"4-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205HDU8-SDS 2.5 WITH 7/8" ROD(4) 2X6, MIN.(16) A35 CLIPS SW105/8" GWB BOTH SIDES, FASTENER TYPE "B"7" O.C.SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM.SIMPSON HTT5KT WITH 5/8" ROD(3) 2X6, MIN.(20) A35 CLIPS SW117/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"4-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205HDU8-SDS 2.5 WITH 7/8" ROD(4) 2X6, MIN.(16) A35 CLIPS SW127/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"4-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205HDU8-SDS 2.5 WITH 7/8" ROD(4) 2X6, MIN.(16) A35 CLIPS SW137/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"4-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205HDU8-SDS 2.5 WITH 7/8" ROD(4) 2X6, MIN.(16) A35 CLIPS SW145/8" GWB BOTH SIDES, FASTENER TYPE "B"7" O.C.SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM.SIMPSON HTT5KT WITH 5/8" ROD(3) 2X6, MIN.(18) A35 CLIPS SW155/8" GWB BOTH SIDES, FASTENER TYPE "B"7" O.C.SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM.SIMPSON HTT5KT WITH 5/8" ROD(3) 2X6, MIN.(18) A35 CLIPS SW16NOT USED THIS FLOOR SW177/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"4-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205HDU8-SDS 2.5 WITH 7/8" ROD(4) 2X6, MIN.(16) A35 CLIPS SW187/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"4-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205HDU8-SDS 2.5 WITH 7/8" ROD(4) 2X6, MIN.(16) A35 CLIPS SWA7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"4-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205HDU8-SDS 2.5 WITH 7/8" ROD(4) 2X6, MIN.(16) A35 CLIPS SWBNOT USED THIS FLOOR SWC5/8" GWB BOTH SIDES, FASTENER TYPE "B"7" O.C.SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM.SIMPSON HTT5KT WITH 5/8" ROD(3) 2X6, MIN.(20) A35 CLIPS SWD.15/8" GWB BOTH SIDES, FASTENER TYPE "B"7" O.C.SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM.SIMPSON HTT5KT WITH 5/8" ROD(3) 2X6, MIN.(20) A35 CLIPS SWD.27/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"4-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205HDU8-SDS 2.5 WITH 7/8" ROD(4) 2X6, MIN.(16) A35 CLIPS SWE.17/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"4-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205HDU8-SDS 2.5 WITH 7/8" ROD(4) 2X6, MIN.(16) A35 CLIPS SWE.25/8" GWB BOTH SIDES, FASTENER TYPE "B"7" O.C.SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM.SIMPSON HTT5KT WITH 5/8" ROD(3) 2X6, MIN.(20) A35 CLIPS SWF5/8" GWB BOTH SIDES, FASTENER TYPE "B"7" O.C.SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM.SIMPSON HTT5KT WITH 5/8" ROD(3) 2X6, MIN.(18) A35 CLIPS SWG5/8" GWB BOTH SIDES, FASTENER TYPE "B"7" O.C.SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM.SIMPSON HTT5KT WITH 5/8" ROD(3) 2X6, MIN.(20) A35 CLIPS SWH5/8" GWB BOTH SIDES, FASTENER TYPE "B"7" O.C.SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM.SIMPSON HTT5KT WITH 5/8" ROD(3) 2X6, MIN.(18) A35 CLIPS SWJ7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"4-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205HDU8-SDS 2.5 WITH 7/8" ROD(4) 2X6, MIN.(16) A35 CLIPS SWK.17/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"4-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205HDU8-SDS 2.5 WITH 7/8" ROD(4) 2X6, MIN.(16) A35 CLIPS SWK.25/8" GWB BOTH SIDES, FASTENER TYPE "B"7" O.C.SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM.SIMPSON HTT5KT WITH 5/8" ROD(3) 2X6, MIN.(20) A35 CLIPS SWL5/8" GWB BOTH SIDES, FASTENER TYPE "B"7" O.C.SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM.SIMPSON HTT5KT WITH 5/8" ROD(3) 2X6, MIN.(20) A35 CLIPS SWM7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"4-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205HDU8-SDS 2.5 WITH 7/8" ROD(4) 2X6, MIN.(16) A35 CLIPS SWN7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"4-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205HDU8-SDS 2.5 WITH 7/8" ROD(4) 2X6, MIN.(16) A35 CLIPS SWO7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"4-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205HDU8-SDS 2.5 WITH 7/8" ROD(4) 2X6, MIN.(16) A35 CLIPS SWPCMU WALL SWQ5/8" GWB BOTH SIDES, FASTENER TYPE "B"7" O.C.SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM.SIMPSON HTT5KT WITH 5/8" ROD(3) 2X6, MIN.(20) A35 CLIPS SWR7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"4-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205HDU8-SDS 2.5 WITH 7/8" ROD(4) 2X6, MIN.(16) A35 CLIPS SHEAR WALL SCHEDULE NOTES 1.SHEAR WALL FASTENING PATTERN: FIRST NUMBER REFERS TO EDGE NAILING PATTERN, SECOND NUMBER REFERS TO FIELD NAILING PATTERN. FOR EXAMPLE: 6/12 = 6" EDGE, 12" FIELD NAILING PATTERN 2.SEE WALL FRAMING SCHEDULE ON FRAMING PLANS SHEETS FOR STUD SIZE, SPACING, TYPE AND BLOCKING AT EXTERIOR AND LOAD BEARING INTERIOR WALLS THAT, IN SOME CASES, ALSO ACT AS SHEAR WALLS. FOR NON-LOAD BEARING INTERIOR SHEAR WALLS, SEE SHEAR WALL SCHEDULE FOR REQUIRED STUD SIZE, SPACING, TYPE AND BLOCKING 3.SHEAR TRANSFER CLIPS TO BE SIMPSON HSLQ37-SDS2.5 UNLESS OTHERWISE NOTED. SEE SCHEDULE FOR QUANTITY REQUIRED PER SHEAR WALL LINE SEGMENT. CLIPS SHALL BE EQUALLY SPACED OVER FULL SHEATHED SHEAR WALL PANELS. DO NOT INSTALL CLIPS OVER WINDOW OR DOOR OPENINGS. SEE SHEAR WALL KEY PLAN FOR DETAIL REFERENCE. AS ALTERNATE TO CLIPS, SEE DETAIL 7/S204 FOR FASTENING. 4.SHEATHING SHALL BE FASTENED TO WALL BLOCKING WITH THE EDGE PATTERN SPACING. 5.WHERE SHEATHING OCCURS ON BOTH FACES OF THE SHEAR WALL AND THE EDGE NAILING SPACING IS LESS THAN 6", SHEATHING JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT STUDS (SHEATHING JOINTS SHALL BE STAGGERED FROM ONE SIDE TO THE OTHER). 6.SHEATHING SHALL BE FASTENED TO RIM WITH MIN. OF (3) ROWS OF 10 PENNY BY 1 1/2" NAILS AT 12" O.C. 7.SHEATHING SHALL BE FASTENED TO BOTTOM TOP PLATE OF WALL AT 12" O.C. 8.FOR EXTERIOR WALL PANELIZED SYSTEM, PROVIDE BLOCKING AS REQUIRED AT PANEL EDGES TO BE FASTENED WITH EDGE NAILING PATTERN. 9.SHEATHING SHALL BE FASTENED TO SILL/SOLE PLATE WITH EDGE NAILING PATTERN. 10.STANDARD HOLD-DOWN ALTERNATE FOR SHEAR WALLS DOES NOT REQUIRE INSTALLATION OF END STUDS. ONLY PROVIDE COMPRESSION STUDS PER SHEAR WALL SCHEDULE. 11.SHEATHING TO SHEAR WALL COMPRESSION STUDS/POSTS SHALL BE AS FOLLOWS: TWO CLOSEST STUDS TO ROD SHALL BE 12" O.C. STAGGERED FROM ONE STUD TO THE OTHER. ALL OTHER COMPRESSION STUDS SHALL BE FASTENED WITH FIELD PATTERN STAGGERED FROM STUD TO STUD. 12.STANDARD SIMPSON HOLD-DOWNS PER SHEAR WALL SCHEDULE. RODS FOR HOLD-DOWNS AS FOLLOWS: HD3B AND HD5B - 5/8" ROD, HD7B AND HD9B - 7/8" ROD, HD12 - 1" ROD DRAG STRUT SCHEDULE Drag Strut Mark DS-2 DS-3 DS-4 DS-5 DS-6 DS-8 DS-10 DS-12 DS-14 DS-14B DS-15 DS-C DS-D.2 DS-E.2 DS-G DS-H DS-HB DS-K.2 DS-L DS-O DS-P DRAG STRUT SCHEDULE NOTES 1.ALL DRAGS SHALL BE ACHIEVED BY FASTENING FLOOR SHEATHING W/ GLUE AND NAILS. NAILS SHALL BE @ 6" O.C. FOR BOTH EDGE AND FIELD. INSTALL 2X BLOCKING AS REQUIRED TO ACHIEVE DRAG LINE. 2.ADDITIONAL NAILING FOR FASTENING STRAP TO BLOCKING: (2) NAILS PER BLOCKING BAY. WHERE STRAP PASSES PARALLEL TO JOIST OVER CORRIDOR, PROVIDE NAILING 6" O.C. WITH SAME TYPE NAILING AS ENDS ON EA. 2X BELOW. 3.WHERE SCHEDULED STRAP IS WIDER THAN FRAMING MEMBER BELOW, ADD 2X8 BLOCKING AS REQ'D TO ACHIEVE NECESSARY WIDTH. 4.SEE SHEAR WALL KEY PLAN FOR TYPICAL PLYWOOD FASTENING AND DRAG STRUT DETAILS. 5.AT SHEAR WALL LINES, PLYWOOD TO BE GLUED AND NAILING ALONG TOP OF FLOOR TRUSS TO BE 6" O.C. 6.ALL DRAGS SHALL BE CONTINUOUS WHERE POSSIBLE. OTHERWISE PROVIDE AN ADDITIONAL 2X STRONGBACK TO CREATE CONTINUITY OF DRAG STRUT. WALL SILL PLATE ANCHORAGE TO PLANK 1.ALL PERIMETER SHEAR WALLS SILL PLATE SHALL BE ANCHORED TO CONCRETE PLANK/ STEEL BEAM / BENT PLATE WITH F1554 5/8" DIA. ANCHOR BOLT AT 32" OC. 2.ALL INTERIOR SHEAR WALLS SILL PLATE SHALL BE ANCHORED TO CONCRETE PLANK BELOW WITH 3/8" DIA. SIMPSON TITEN HD @ 8" O.C., 3" MIN. EMBEDMENT. 3.LOAD BEARING WALLS NOT SHOWN ON THE SHEAR WALL KEY PLAN - SILL SHALL BE ANCHORED TO CONCRETE PLANK BELOW WITH 3/8" DIA. SIMPSON TITEN HD @ 24" O.C. 3" MIN. EMBEDMENT. SHEAR WALL GWB / SHEATHING FASTENERS TYPEDESCRIPTION A10D x 1-1/2" NAILS B6D COOLER (0.092"x1-7/8", 1/4" HEAD) OR WALLBOARD NAIL (0.0915"x1-7/8", 19/64" HEAD) OR 0.12" NAIL x 1-3/4" LONG, MIN. 3/8" HEAD 1 1 1 SHEAR WALL LINE SHEAR WALL LINE SEGMENT ONE OR MORE HOLD-DOWNS - SEE DETAIL DRAG STRUT OR AGGRESSIVE FASTENING - SEE DRAG STRUT / PLYWOOD FASTENING SCHEDULE HOLD-DOWN DS - 1 A.1 SW1 SW4 SW5 SW6 SW8 SW10 SW12 SW14 SW14 SW15 SW15 SW16 SW18 SW7 SW9.1 SW11 SW13 SWCSWD.2SWE.2 SWHSWJ SWM SWO SWR SWK.2SWL SWQ SW3A SWB SWF SWG SWE.1 SWD.1 SWN SWK.1 SW9.2 SW17 D S L DS-8 DS-10 DS-15 D S K . 2 D S G D S E . 2 D S D . 2 D S C D S H SWP (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (2) HOLD-DOWNS (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN(1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN D S P PORTAL FRAME 1AHOLD DOWNS - SEE SECTION HOLD DOWNS - SEE SECTION HOLD DOWNS - SEE SECTION HOLD DOWNS - SEE SECTION 1 S207 (1) HOLD-DOWN DS-5 DS-6 S207 14 SIM S207 14 SIM S207 14 SIM S207 14 SIM (1) HOLDDOWN (1) HOLD-DOWN (1) HOLD-DOWN DS-12 (2) HOLD-DOWNS (2) HOLD-DOWNS (2) HOLD-DOWNS (2) HOLD-DOWNS DS-14 S207 14 SIM S207 14 SIM DS-14B S207 14 SIM (1) HOLD-DOWN (1) HOLD-DOWN (2) HOLD-DOWNS (1) HOLD-DOWN (1) HOLD-DOWN D S O S207 14 SIM S207 14 SIM SW6.1 SW2 SW3 SW4 SW5 SW6 SW8 SW10 SW12 SW1 SW14 SW14 SW15 SW15 SW16 SW18 SW7 SW9.1 SW11 SW13 SWA SWA SWCSWD.2SWE.2 SWHSWJ SWM SWO SWR SWK.2SWL SWQ SW3A SWB SWF SWG SWE.1 SWD.1 SWN SWK.1 SW9.2 SW17 DS-2 DS-3 D S L DS-4 DS-8 DS-10 DS-15 D S K . 2 D S G D S E . 2 D S D . 2 D S C D S H SWP (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (2) HOLD-DOWNS (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN(1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (1) HOLD-DOWN (2) HOLD-DOWNS (2) HOLD-DOWNS D S P (1) HOLD-DOWN PORTAL FRAME 1AHOLD DOWNS - SEE SECTION HOLD DOWNS - SEE SECTION HOLD DOWNS - SEE SECTION HOLD DOWNS - SEE SECTION 1 S207 (1) HOLD-DOWN D S H B DS-5 DS-6 (1) HOLD-DOWN (1) HOLD-DOWN DS-12 (2) HOLD-DOWNS (2) HOLD-DOWNS DS-14 DS-14B (1) HOLD-DOWN (2) HOLD-DOWNS (1) HOLD-DOWN (1) HOLD-DOWN D S O S207 14 SIM S207 14 SIM S207 14 SIM S207 14 SIM S207 14 SIM S207 14 SIM S207 14 SIM S207 14 SIM S207 14 SIM S207 14 SIM S207 14 SIM (1) HOLDDOWN SW6.1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION As indicated S S S SH H H HE EE EA A A AR R R R W W W WA A A AL LL LL LL L K K K KE EE EY Y Y Y P P P PL LL LA A A AN N N NS S S S B B B B A A A AN N N ND D D D C C C C S S S S1 1 1 10 0 0 07 7 7 7. . . .1 1 1 1 Taitem 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET SHEAR WALL KEY PLAN LEGEND 1/16" = 1'-0" 2 SHEAR WALL KEY PLAN C (5TH FLR) 1/16" = 1'-0" 1 SHEAR WALL KEY PLAN B (4TH FLOOR) SHEAR WALL SCHEDULE B (FOURTH FLOOR) SHEAR WALL LINESHEATHING AND FASTENERS FASTENING PATTERNWALL STUDS SIZE AND SPACINGHOLD DOWNS COMPRESSION STUDS SHEAR TRANSFER CLIPS FLOOR 4 SW17/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HTT4 WITH 5/8" ROD(3) 2X6, MIN.(10) A35 CLIPS SW25/8" GWB BOTH SIDES, FASTENER TYPE "B"7" O.C.SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM.SIMPSON HTT4 WITH 5/8" ROD(2) 2X6, MIN.(8) A35 CLIPS SW35/8" GWB BOTH SIDES, FASTENER TYPE "B"7" O.C.SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM.SIMPSON HTT4 WITH 5/8" ROD(2) 2X6, MIN.(8) A35 CLIPS SW3APORTAL FRAME - SEE 1/S207SIMPSON DTT2Z - SEE 1/S207SEE FRAMING PLAN SW45/8" GWB BOTH SIDES, FASTENER TYPE "B"7" O.C.SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM.SIMPSON HTT4 WITH 5/8" ROD(3) 2X6, MIN.(8) A35 CLIPS SW5CMU WALL SW6CMU WALL SW77/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HTT4 WITH 5/8" ROD(3) 2X6, MIN.(10) A35 CLIPS SW85/8" GWB BOTH SIDES, FASTENER TYPE "B"7" O.C.SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM.SIMPSON HTT4 WITH 5/8" ROD(3) 2X6, MIN.(13) A35 CLIPS SW9.15/8" GWB BOTH SIDES, FASTENER TYPE "B"7" O.C.SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM.SIMPSON HTT4 WITH 5/8" ROD(3) 2X6, MIN.(11) A35 CLIPS SW9.27/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HTT4 WITH 5/8" ROD(3) 2X6, MIN.(10) A35 CLIPS SW105/8" GWB BOTH SIDES, FASTENER TYPE "B"7" O.C.SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM.SIMPSON HTT4 WITH 5/8" ROD(3) 2X6, MIN.(13) A35 CLIPS SW117/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HTT4 WITH 5/8" ROD(3) 2X6, MIN.(10) A35 CLIPS SW127/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HTT4 WITH 5/8" ROD(3) 2X6, MIN.(10) A35 CLIPS SW137/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HTT4 WITH 5/8" ROD(3) 2X6, MIN.(10) A35 CLIPS SW145/8" GWB BOTH SIDES, FASTENER TYPE "B"7" O.C.SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM.SIMPSON HTT4 WITH 5/8" ROD(3) 2X6, MIN.(11) A35 CLIPS SW155/8" GWB BOTH SIDES, FASTENER TYPE "B"7" O.C.SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM.SIMPSON HTT4 WITH 5/8" ROD(3) 2X6, MIN.(11) A35 CLIPS SW167/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HTT4 WITH 5/8" ROD(3) 2X6, MIN.(10) A35 CLIPS SW17NOT USED THIS FLOOR SW187/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HTT4 WITH 5/8" ROD(3) 2X6, MIN.(10) A35 CLIPS SWANOT USED THIS FLOOR SWB7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HTT4 WITH 5/8" ROD(3) 2X6, MIN.(10) A35 CLIPS SWC5/8" GWB BOTH SIDES, FASTENER TYPE "B"7" O.C.SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM.SIMPSON HTT4 WITH 5/8" ROD(3) 2X6, MIN.(13) A35 CLIPS SWD.15/8" GWB BOTH SIDES, FASTENER TYPE "B"7" O.C.SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM.SIMPSON HTT4 WITH 5/8" ROD(3) 2X6, MIN.(13) A35 CLIPS SWD.27/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HTT4 WITH 5/8" ROD(3) 2X6, MIN.(10) A35 CLIPS SWE.17/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HTT4 WITH 5/8" ROD(3) 2X6, MIN.(10) A35 CLIPS SWE.25/8" GWB BOTH SIDES, FASTENER TYPE "B"7" O.C.SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM.SIMPSON HTT4 WITH 5/8" ROD(3) 2X6, MIN.(13) A35 CLIPS SWF5/8" GWB BOTH SIDES, FASTENER TYPE "B"7" O.C.SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM.SIMPSON HTT4 WITH 5/8" ROD(3) 2X6, MIN.(11) A35 CLIPS SWG5/8" GWB BOTH SIDES, FASTENER TYPE "B"7" O.C.SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM.SIMPSON HTT4 WITH 5/8" ROD(3) 2X6, MIN.(13) A35 CLIPS SWH5/8" GWB BOTH SIDES, FASTENER TYPE "B"7" O.C.SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM.SIMPSON HTT4 WITH 5/8" ROD(3) 2X6, MIN.(11) A35 CLIPS SWJ7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HTT4 WITH 5/8" ROD(3) 2X6, MIN.(10) A35 CLIPS SWK.17/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HTT4 WITH 5/8" ROD(3) 2X6, MIN.(10) A35 CLIPS SWK.25/8" GWB BOTH SIDES, FASTENER TYPE "B"7" O.C.SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM.SIMPSON HTT4 WITH 5/8" ROD(3) 2X6, MIN.(13) A35 CLIPS SWL5/8" GWB BOTH SIDES, FASTENER TYPE "B"7" O.C.SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM.SIMPSON HTT4 WITH 5/8" ROD(3) 2X6, MIN.(13) A35 CLIPS SWM7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HTT4 WITH 5/8" ROD(3) 2X6, MIN.(10) A35 CLIPS SWN7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HTT4 WITH 5/8" ROD(3) 2X6, MIN.(10) A35 CLIPS SWO7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HTT4 WITH 5/8" ROD(3) 2X6, MIN.(10) A35 CLIPS SWPCMU WALL SWQ5/8" GWB BOTH SIDES, FASTENER TYPE "B"7" O.C.SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM.SIMPSON HTT4 WITH 5/8" ROD(3) 2X6, MIN.(13) A35 CLIPS SWR7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HTT4 WITH 5/8" ROD(3) 2X6, MIN.(10) A35 CLIPS SHEAR WALL SCHEDULE C (FIFTH FLOOR) SHEAR WALL LINESHEATHING AND FASTENERS FASTENING PATTERNWALL STUDS SIZE AND SPACINGHOLD DOWNS COMPRESSION STUDS SHEAR TRANSFER CLIPS FLOOR 5 SW1NOT USED THIS FLOOR SW2NOT USED THIS FLOOR SW3NOT USED THIS FLOOR SW3A7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON LTT19 WITH 1/2" ROD(2) 2X6, MIN.(6) A35 CLIPS SW45/8" GWB BOTH SIDES, FASTENER TYPE "B"7" O.C.SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM.SIMPSON LTT19 WITH 1/2" ROD(2) 2X6, MIN.(4) A35 CLIPS SW5CMU WALL SW6CMU WALL SW77/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON LTT19 WITH 1/2" ROD(2) 2X6, MIN.(6) A35 CLIPS SW85/8" GWB BOTH SIDES, FASTENER TYPE "B"7" O.C.SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM.SIMPSON LTT19 WITH 1/2" ROD(2) 2X6, MIN.(6) A35 CLIPS SW9.15/8" GWB BOTH SIDES, FASTENER TYPE "B"7" O.C.SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM.SIMPSON LTT19 WITH 1/2" ROD(2) 2X6, MIN.(6) A35 CLIPS SW9.27/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON LTT19 WITH 1/2" ROD(2) 2X6, MIN.(6) A35 CLIPS SW105/8" GWB BOTH SIDES, FASTENER TYPE "B"7" O.C.SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM.SIMPSON LTT19 WITH 1/2" ROD(2) 2X6, MIN.(6) A35 CLIPS SW117/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON LTT19 WITH 1/2" ROD(2) 2X6, MIN.(6) A35 CLIPS SW127/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON LTT19 WITH 1/2" ROD(2) 2X6, MIN.(6) A35 CLIPS SW137/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON LTT19 WITH 1/2" ROD(2) 2X6, MIN.(6) A35 CLIPS SW145/8" GWB BOTH SIDES, FASTENER TYPE "B"7" O.C.SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM.SIMPSON LTT19 WITH 1/2" ROD(2) 2X6, MIN.(6) A35 CLIPS SW155/8" GWB BOTH SIDES, FASTENER TYPE "B"7" O.C.SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM.SIMPSON LTT19 WITH 1/2" ROD(2) 2X6, MIN.(6) A35 CLIPS SW167/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON LTT19 WITH 1/2" ROD(2) 2X6, MIN.(6) A35 CLIPS SW17NOT USED THIS FLOOR SW187/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON LTT19 WITH 1/2" ROD(2) 2X6, MIN.(6) A35 CLIPS SWANOT USED THIS FLOOR SWB7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON LTT19 WITH 1/2" ROD(2) 2X6, MIN.(6) A35 CLIPS SWC5/8" GWB BOTH SIDES, FASTENER TYPE "B"7" O.C.SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM.SIMPSON LTT19 WITH 1/2" ROD(2) 2X6, MIN.(6) A35 CLIPS SWD.15/8" GWB BOTH SIDES, FASTENER TYPE "B"7" O.C.SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM.SIMPSON LTT19 WITH 1/2" ROD(2) 2X6, MIN.(6) A35 CLIPS SWD.27/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON LTT19 WITH 1/2" ROD(2) 2X6, MIN.(6) A35 CLIPS SWE.17/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON LTT19 WITH 1/2" ROD(2) 2X6, MIN.(6) A35 CLIPS SWE.25/8" GWB BOTH SIDES, FASTENER TYPE "B"7" O.C.SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM.SIMPSON LTT19 WITH 1/2" ROD(2) 2X6, MIN.(6) A35 CLIPS SWF5/8" GWB BOTH SIDES, FASTENER TYPE "B"7" O.C.SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM.SIMPSON LTT19 WITH 1/2" ROD(2) 2X6, MIN.(6) A35 CLIPS SWG5/8" GWB BOTH SIDES, FASTENER TYPE "B"7" O.C.SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM.SIMPSON LTT19 WITH 1/2" ROD(2) 2X6, MIN.(6) A35 CLIPS SWH5/8" GWB BOTH SIDES, FASTENER TYPE "B"7" O.C.SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM.SIMPSON LTT19 WITH 1/2" ROD(2) 2X6, MIN.(6) A35 CLIPS SWJ7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON LTT19 WITH 1/2" ROD(2) 2X6, MIN.(6) A35 CLIPS SWK.17/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON LTT19 WITH 1/2" ROD(2) 2X6, MIN.(6) A35 CLIPS SWK.25/8" GWB BOTH SIDES, FASTENER TYPE "B"7" O.C.SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM.SIMPSON LTT19 WITH 1/2" ROD(2) 2X6, MIN.(6) A35 CLIPS SWL5/8" GWB BOTH SIDES, FASTENER TYPE "B"7" O.C.SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM.SIMPSON LTT19 WITH 1/2" ROD(2) 2X6, MIN.(6) A35 CLIPS SWM7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON LTT19 WITH 1/2" ROD(2) 2X6, MIN.(6) A35 CLIPS SWN7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON LTT19 WITH 1/2" ROD(2) 2X6, MIN.(6) A35 CLIPS SWO7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON LTT19 WITH 1/2" ROD(2) 2X6, MIN.(6) A35 CLIPS SWPCMU WALL SWQ5/8" GWB BOTH SIDES, FASTENER TYPE "B"7" O.C.SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205. 2X BLOCKING AT EVERY PANEL SEAM.SIMPSON LTT19 WITH 1/2" ROD(2) 2X6, MIN.(6) A35 CLIPS SWR7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A"6-12SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON LTT19 WITH 1/2" ROD(2) 2X6, MIN.(6) A35 CLIPS SHEAR WALL GWB / SHEATHING FASTENERS TYPEDESCRIPTION A10D x 1-1/2" NAILS B6D COOLER (0.092"x1-7/8", 1/4" HEAD) OR WALLBOARD NAIL (0.0915"x1-7/8", 19/64" HEAD) OR 0.12" NAIL x 1-3/4" LONG, MIN. 3/8" HEAD SHEAR WALL GWB / SHEATHING FASTENERS TYPEDESCRIPTION A10D x 1-1/2" NAILS B6D COOLER (0.092"x1-7/8", 1/4" HEAD) OR WALLBOARD NAIL (0.0915"x1-7/8", 19/64" HEAD) OR 0.12" NAIL x 1-3/4" LONG, MIN. 3/8" HEAD #8 @ 8" O.C., EA. WAY, TOP AND BOTTOM #5 @ 10" O.C. STIRRUPS AROUND (8) BARS 1' - 6"13' - 8"2' - 5" 1' - 6" 1 ' 6 " 1 ' 6 " 1 6 ' 1 1 5 / 8 " 17' - 7" 11" 8 ' 6 5 / 8 " 1 ' 9 " 6 ' 9 " 6 ' 8 5 / 8 " 1 ' 9 " 1' - 9"7' - 0"7' - 1"1' - 9" 1 8 ' 4 1 / 4 " 17' - 0" 1' - 6"5' - 5"8' - 7"1' - 6" 1 ' 6 " #5 @ 10" O.C. STIRRUPS AROUND (8) BAR #8 @ 8" O.C. EA. WAY T&B 1' - 9"6' - 9"6' - 9"1' - 9" 1 ' 9 " 7 ' 5 1 / 2 " 7 ' 4 3 / 4 " 1 ' 9 " 4' - 6" 4' - 6" 4' - 6" 6 S201 1' - 6" 11' - 7" 1 6 ' 4 " 6 ' 6 " 4 ' 4 " 21' - 9 3/8" 2 7 ' 2 " 1 ' 6 " 1 ' 6 7 / 8 " 5 ' 1 1 / 8 " 7' - 9" 10' - 11 5/8"1' - 6 3/4" 1' - 6" 1 ' 6 " 8' - 7"1' - 6" 9 ' 6 " 9 ' 6 " 5 ' 1 1 / 8 " 7' - 9" 1 4 ' 3 " 5 ' 6 1 / 8 " #8 @ 8" O.C. EA. WAY T&B #5 @ 10" O.C. STIRRUPS AROUND (8) BARS SUMP PIT 1 ' 9 " 1' - 9" 1' - 9" 5' - 4"1' - 9"1' - 9" 2 ' 3 " 1 ' 9 " 7 ' 9 3 / 8 " 5 ' 4 " 1 ' 9 " 1 ' 9 " 1 1ST FLOOR 394.54 #4 @ 12" O.C. (2) #5 LONGITUDINAL (2) #5 LONGITUDINAL REFER TO DWG S101 FOR SLAB REINFORCEMENT GRADE BEAM - REFER TO GRADE BEAM SCHEDULE ON DWG S100 FOR SIZE AND REINFORCEMENT STUD WALL WHERE IT OCCURS - REFER TO ARCH. DWGS. 10" CMU WALL. TYPICAL CMU REINFORCING #5 @ 24" O.C. VAPOR BARRIER COMPACTED STRUCTURAL FILL 9" 1 4 " PILE BEYOND 8 " (2) #5. SEE TYPICAL CMU REINFORCING DETAILS, SHEET S202 #5 @ 24" O.C. DOWEL 36" INTO CMU W/ STANDARD HOOK AT BOTTOM. TIE HOOK INTO BOTTOM GRADE BEAM BARS WATERPROOFING, REFER TO ARCH. DWGS. BENTONITE WATER STOP AT SLAB L16 1ST FLOOR 394.54 SIDEWALK, REFER TO LANDSCAPING PLANS EXPANSION JOINT FLASHING AND WEEP 4" CMU W/PRECAST, REFER TO ARCH. DWGS. (2) #5 LONGITUDINAL REFER TO DWG S101 FOR SLAB REINFORCEMENT GRADE BEAM - REFER TO GRADE BEAM SCHEDULE ON DWG S100 FOR SIZE AND REINFORCEMENT VAPOR BARRIER #4 @ 12" O.C. BRICK OR WINDOW, WHERE OCCURS. REFER TO ARCH. DWGS. 6" 1 ' 6 " (2) #4 CONT. STIRRUPS TO MATCH MAIN STIRRUPS 1ST FLOOR 394.54 1ST FLOOR 394.54' 1ST FLOOR 394.54' TYP. CMU REINFORCING #5 @ 24" O.C. #5 @ 24" O.C. DOWEL X 6'-0", 36" INTO CMU #5 @ 18" O.C., E.F. #5 @ 18" O.C., E.F. #5 @ 18" O.C., E.F. #5 @ 18" O.C., E.F. 5 ' 0 " WATERPROOFING - REFER TO ARCH. DWGS. 5 ' 0 " 3 ' 0 " 2 ' 0 " 10" 2' - 0" 2 ' 0 " SLAB - REFER TO PLAN FOR REINFORCING VAPOR BARRIER COMPACTED STRUCTURAL FILL WATERSTOP 4" CONC. SLAB #5 @ 7" STIRRUPS #8 BARS @7" O.C., E.W., TOP AND BOTTOM #5 @ 10" STIRRUPS 7' - 6" 7 ' 2 " 7' - 6" 1 ' 9 " 1 ' 9 " 3 ' 0 " COLUMN ABOVE 1' - 0 1/4"1' - 0 1/4" 2' - 8 3/4"2' - 0 1/2"2' - 8 3/4" 2 ' 7 3 / 4 " 6 " ADDITIONAL #8 DIAGONAL, BOTH SIDES, TOP AND BOTTOM (10) #7 BARS, T&B (5) #7 BARS, T&B #5 @ 7" O.C. STIRRUPS E Q E Q 7' - 6" 7' - 6" 4 ' 0 " 3 ' 0 " COLUMN ABOVE 6 " 1' - 9"4' - 0"1' - 9" 1ST FLOOR 394.54 T.O. GB AT PARKING 392.54 GRADE BEAM - REFER TO SCHEDULE ON DWG S101 FOR SIZE AND REINFORCEMENT ASPHALT AND SUBBASE - REFER TO SITE DRAWINGS TYPICAL CMU REINFORCING #5 @ 24" O.C. #5 @ 24" O.C. DOWEL 36" INTO CMU W/ STANDARD HOOK AT BOTTOM. TIE HOOK INTO BOTTOM GRADE BEAM BARS COMPACTED STRUCTURAL FILL 3 ' 0 " FOR SHEAR WALL END REINFORCEMENT, REFER TO DETAILS ON SHEET S202 (2) #5. SEE TYPICAL CMU REINFORCING DETAILS, SHEET S202 WATER PROOFING, REFER TO ARCH. DWGS. EXISTING STRUCTURE ON ADJACENT LOT C 1 1 ' 6 " 3 ' 0 " 6 " 1 ' 9 " 4 ' 0 " 4 ' 0 " 1 ' 9 " 1' - 9"4' - 0"1' - 9" 7' - 6" (10) #7 BARS T&B (15) #7 BARS T&B #5 @ 7" O.C. STIRRUPS 3 ' 0 " 6 " 7' - 6" 7 ' 6 " (10) # 7 TOP AND BOTTOM EA. WAY COLUMN ABOVE 1' - 9"4' - 0"1' - 9" 1 ' 9 " 4 ' 0 " 1 ' 9 " #5 @ 7" O.C. STIRRUPS 7 ' 6 " 15' - 6" (20) #7 BARS, T&B (10) #7 BARS, T&B #5 @ 7" STIRRUPS COLUMN ABOVE 1 ' 9 " 4 ' 0 " 1 ' 9 " 1' - 9"4' - 0"4' - 0"4' - 0"1' - 9" 3 ' 0 " 15' - 6" L9 1ST FLOOR 394.54 L9 REFER TO LANDSCAPING PLANS EXPANSION JOINT EXTERIOR WALL, REFER TO ARCH. DWGS. (2) #5 LONGITUDINAL REFER TO DWG S101 FOR SLAB REINFORCEMENT GRADE BEAM - REFER TO GRADE BEAM SCHEDULE ON DWG S100 FOR SIZE AND REINFORCEMENT VAPOR BARRIER #4 @ 12" O.C. 2 4 " B E L O W G R A D E ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION As indicated F FF FO O O OU U U UN N N ND D D DA A A AT TT TI II IO O O ON N N N S S S SE EE EC C C CT TT TI II IO O O ON N N NS S S S & & & & D D D DE EE ET TT TA A A AI II IL LL LS S S S S S S S2 2 2 20 0 0 01 1 1 1 Taitem 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 3/8" = 1'-0" 3 NORTH STAIR - MAT REINFORCING 3/8" = 1'-0" 2 EAST STAIR - MAT REINFORCING 3/8" = 1'-0" 7 CENTRAL ELEVATOR CORE - MAT REINFORCING 3/4" = 1'-0" 1 GRADE BEAM / FLOOR SLAB AT CMU WALL 3/4" = 1'-0" 4 GRADE BEAM / FLOOR SLAB AT STUD WALL 3/8" = 1'-0" 6 SECTION AT ELEVATOR / STAIR CORE 1/2" = 1'-0" 12 PC-3 PLAN AND SECTION DETAIL 1/2" = 1'-0" 10 PC-2 PLAN AND SECTION DETAIL 3/4" = 1'-0" 5 GRADE BEAM AT EAST PARKING CMU WALL 1/2" = 1'-0" 11 PC-6 PLAN AND SECTION DETAIL 1/2" = 1'-0" 9 PC-4 PLAN AND SECTION DETAIL 1/2" = 1'-0" 8 PC-8 PLAN AND SECTION DETAIL 3/4" = 1'-0" 13 SECTION AT ALLEY 1ST FLOOR 394.54 2ND FLOOR 406.54 LA EXIST. FINISHED FLOOR 395.95 EXISTING WEST BASEMENT FLR 390.12 BRICK FACADE EXISTING STONE FOUNDATION METAL STUD, REFER TO ARCH. DWGS RIGID INSULATION, REFER TO ARCH. DWGS. STEEL BEAM - SEE FRAMING PLAN 2X6 WOOD WALL. SEE ARCHITECTURAL DRAWINGS FOR INTERIOR FINISHES L3X6X3/8"X6" LONG STEEL ANGLE @ 48" O.C. TO TIE BRICK TO NEW STRUCTURE BRICK ATTACHED TO NEW 2X6 STUD WALL WITH HELIFIX DRYFIX STAINLESS ANCHORS @ 32" O.C. EACH WAY HELICAL PILE STONE FILL GRADE BEAM - REINFORCEMENT NOT SHOWN 6" STRUCTURAL SLAB DIMENSION VARIES ALONG GRID LINE DUE TO POSITION OF EXISTING WALL SEE ARCHITECTURAL DRAWINGS FOR SOFFIT AND CEILING, COLUMN FIREPROOFING AND ENCLOSURE SEE ARCHITECTURAL DRAWINGS FOR INTERIOR FINISHES +/-1'-0" STEEL COLUMN BEYOND, WHERE IT OCCURS PIN EXISTING FOUNDATION TO NEW GRADE BEAM W/(2) ROWS OF #4 BAR @ 36" O.C. PROVIDE 3"Ø KEY IN EXISTING. ( + / ) 4 ' 5 " EMBED PLATE @ 4'-0" O.C. (TYP.) 3" TOPPING SLAB STEEL ANGLE STIFFENER L 3 1/2 X 3 1/2 X 5/16 @ 4'-0" O.C. L 6 X 6 X 5/8 PRECAST PLANK (TYP.) +/- 1'-6" 5 / 1 6 " T H I C K G U S S E T P L A T E , 4 ' 0 " O . C . , T Y P . 1 / 2 " A N C H O R B O L T T H R O U G H S I L L P L A T E F A S T E N E D T O B E N T P L A T E B E L O W 1 / 2 " T H I C K B E N T P L A T E / P O U R S T O P A T C A N T I L E V E R E D C O N C R E T E E D G E # 5 R E B A R , 4 ' 0 " L O N G , 1 8 " O . C . W E L D E N D T O B E N T P L A T E / P O U R S T O P ( 2 ) # 5 L O N G I T U D I N A L 5 " 1' - 6" RIGID INSULATION, REFER TO ARCH. DWGS. PARGE COAT RIGID INSULATION. REFER TO ARCHITECTURAL DRAWINGS 1 LE LF 1ST FLOOR 394.54 T.O. GB AT PARKING 392.54 3/8" ELECTRIC ROOM 2 ' 0 " 1/2" CEMENT BOARD CONTINUOUS RIGID INSULATION CMU, REFER TO S203 FOR REINF. REFER TO DWG S101 FOR SLAB REINFORCEMENT GRADE BEAM - REFER TO GRADE BEAM SCHEDULE ON DWG S100 FOR SIZE AND REINFORCEMENT VAPOR BARRIER #4 @ 18" O.C. E.W. 1ST FLOOR 394.54 T.O. GB AT PARKING 392.54 ASPHALT AND SUBBASE - REFER TO SITE DRAWINGS 1' - 6"3' - 0" 6 " #4 @ 12" O.C. (3) #6 LONGITUDINAL REFER TO DWG S101 FOR SLAB REINFORCEMENT PILASTER WHERE OCCURS GRADE BEAM - REFER TO GRADE BEAM SCHEDULE ON DWG S100 FOR SIZE AND REINF. EXISTING BUILDING L12 1ST FLOOR 394.54 T.O. GB AT PARKING 392.54 #4 @ 12" O.C. (3) #6 LONGITUDINAL REFER TO DWG S101 FOR SLAB REINFORCEMENT GRADE BEAM - REFER TO GRADE BEAM SCHEDULE ON DWG S100 FOR SIZE AND REINF. COLUMN CMU WALL, REFER TO S203 FOR REINF. RIGID INSULATION, REFER TO ARCH. DWGS. CEMENT BOARD PILE CAP 1ST FLOOR 394.54 #4 @ 12" O.C. (3) #6 LONGITUDINAL REFER TO DWG S101 FOR SLAB REINFORCEMENT GRADE BEAM - REFER TO GRADE BEAM SCHEDULE ON DWG S100 FOR SIZE AND REINFORCEMENT 9" 1 4 " 6 " 1ST FLOOR 394.54 T.O. GB AT PARKING 392.54 GRADE BEAM - REFER TO SCHEDULE ON DWG S100 FOR SIZE AND REINFORCEMENT ASPHALT AND SUBBASE - REFER TO SITE DRAWINGS COMPACTED STRUCTURAL FILL REFER TO DWG S101 FOR SLAB REINFORCEMENT 1/4" 1 1 / 4 " 1/4" WIDE X 1 1/4" DEEP SAW-CUT CONTROL JOINT 18'-0" O.C., TYP. 6 " L1 1ST FLOOR 394.54 T.O. GB AT PARKING 392.54 GRADE BEAM - REFER TO SCHEDULE ON DWG S100 FOR SIZE AND REINFORCEMENT ASPHALT AND SUBBASE - REFER TO SITE DRAWINGS SIDEWALK WHERE IT OCCURS - REFER TO SITE PLANS COMPACTED STRUCTURAL FILL 6 5/8" SEE ARCH. DWGS. FOR GARAGE WALL CONSTRUCTION 1ST FLOOR 394.54 REFER TO DWG S101 FOR SLAB REINFORCEMENT GRADE BEAM - REFER TO GRADE BEAM SCHEDULE ON DWG S100 FOR SIZE AND REINFORCEMENT #4 @ 12" O.C. (3) #6 LONGITUDINAL REFER TO DWG S101 FOR SLAB REINFORCEMENT 9" 1 ' 2 " L12 1ST FLOOR 394.54 T.O. GB AT PARKING 392.54 EXISTING WEST BASEMENT FLR 390.12 3 ' 0 " 6 " GB-1, REFER TO S100 FOR REINF. SLAB, REFER TO S101 FOR REINF. PC-4, REFER TO S201 FOR REINF. 3 ' 0 " 1 ' 6 " 3' - 0" (6) #6 BOTTOM BAR, DEVELOP INTO PILE CAP CMU, REFER TO S203 FOR REINF. RIGID INSULATION ASPHALT ASPHALT AND SUB-BASE REFER TO SITE DRAWINGS GRADE BEAM / PILE CAP - REINFORCEMENT NOT SHOWN. REFER TO GRADE BEAM SCHEDULE ON DWG S100 FOR SIZE AND REINF. STEEL COLUMN BEYOND 16" X 16" CONCRETE ENCASEMENT. REINFORCEMENT SHALL BE WWF 6x6 W2.0xW2.0 AROUND STEEL COLUMN PARKING AREA CEILING - SEE ARCHITECTURAL DRAWINGS 24" X 24" COLUMN ENCASEMENT FOR FIRST 1'-0" OF COLUMN HEIGHT. REINFORCEMENT SHALL BE (4) #5 w/ (2) #3 STIRRUPS 1 ' 0 " 1' - 4" 9 ' 2 1 / 2 " FIRST FLOOR 394.54 T.O. GB AT PARKING 392.54 SECOND FLOOR 406.54 2' - 0" 2 ' 0 " 8" AIR SEAL JOINT AT CEILING AND COLUMN, REFER TO ARCH. DWGS. BASEPLATE BEYOND 2' - 0" 2 ' 0 " 1' - 4" 1 ' 4 " PLAN SECTION AT 24" X 24" LOWER PORTIONPLAN SECTION AT 16" X 16" UPPER PORTION #3 STIRRUPS STEEL COLUMNWWF 6x6 W2.0xW2.0 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION As indicated F FF FO O O OU U U UN N N ND D D DA A A AT TT TI II IO O O ON N N N S S S SE EE EC C C CT TT TI II IO O O ON N N NS S S S & & & & D D D DE EE ET TT TA A A AI II IL LL LS S S S S S S S2 2 2 20 0 0 02 2 2 2 Taitem 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 3/4" = 1'-0" 1 SECTION AT EXISTING FOUNDATION WALL, WEST 3/4" = 1'-0" 9 SECTION AT ELECTRIC ROOM 3/4" = 1'-0" 3 GRADE BEAM AT NORTHEAST PARKING CORRIDOR 3/4" = 1'-0" 4 GRADE BEAM AT RETAIL/PARKING 3/4" = 1'-0" 5 GRADE BEAM GB-1 AT FIRST FLOOR SLAB 3/4" = 1'-0" 7 GRADE BEAM AT PARKING 1 1/2" = 1'-0" 6 SAW CUT JOINT AT 1ST FLOOR SLAB 3/4" = 1'-0" 8 GRADE BEAM AT PARKING NORTH WALL 3/4" = 1'-0" 2 GRADE BEAM GB-2 AT FIRST FLOOR 3/4" = 1'-0" 10 SECTION AT LINE L12 3/4" = 1'-0" 11 PARKING CONCRETE ENCASEMENT SECTION DETAIL 1 1 1/2" = 1'-0" 12 PARKING CONCRETE ENCASEMENT PLAN DETAIL LHLJ S201 3 SEE DETAIL FOR STRUCTURAL MAT REINFORCING L5 4 S203 7 5/8" 7 5 / 8 " 9 5 / 8 " 7 5/8" THICKENED SLAB CHANNEL STRINGER CHANNEL STRINGER C H A N N E L C H A N N E L L E D G E R CHANNEL STRINGER CHANNEL STRINGER C H A N N E L C H A N N E L L E D G E R C H A N N E L CHANNEL STRINGER CHANNEL STRINGER STAIR POST TO CMU BELOW 10 S203 1 L10 L12 L13.2 L11 LF L13.1 S201 7 SEE DETAIL FOR STRUCTURAL MAT REINFORCING LG 6 S201 4 ' 3 1 / 8 " 3 ' 6 1 / 4 " 1 ' 9 1 / 4 " 3 ' 6 1 / 4 " 5 ' 0 3 / 4 " 1 ' 1 1 / 4 " 7' - 10 1/2"10' - 1 1/2"8" 5 ' 1 1 / 8 " 2 ' 0 3 / 4 " THICKENED SLAB C H A N N E L S T R I N G E R C H A N N E L S T R I N G E R C H A N N E L S T R I N G E R C H A N N E L S T R I N G E R CHANNELCHANNEL CHANNEL LEDGER CHANNEL LEDGER CHANNEL C H A N N E L POST POST LANDING ABOVE L7 LP L6 S201 2 SEE DETAIL FOR STRUCTURAL MAT REINFORCING 4 S203 Sim C H A N N E L S T R I N G E R C H A N N E L S T R I N G E R C H A N N E L S T R I N G E R C H A N N E L S T R I N G E R C H A N N E L S T R I N G E R C H A N N E L S T R I N G E R CHANNEL CHANNEL LEDGER CHANNEL CHANNEL LEDGER THICKENED SLAB STAIR POST TO CMU BELOW (2) #5 T S L DOWELS (2) #5 @ DOOR OPENING NOTES: 1. LINTELS FOR OPENINGS LARGER THAN 6'-0" SHALL BE SHORED. 2. HORIZONTAL JOINT REINFORCEMENT SHALL BE @ 8" IN 2 JOINTS ABOVE LINTELS AND BELOW SILLS; ADDITIONAL REINFORCEMENT SHALL EXTEND BEYOND OPENING TO ADJACENT OPENING OR BEYOND TO END OF WALL. 3. UNLESS NOTED OTHERWISE, CMU OPENING SHALL BE REINFORCED AS SHOWN. 4. BOND BEAM COURSE AT TOP OF OPENING SHALL BE A STANDARD LINTEL "U" BLOCK (2) #5 @ WINDOW (2) #5 FOR DIMENSIONS, REFER TO ARCHITECTURAL DRAWINGS HORIZONTAL REINFORCEMENT AT TOP AND BOTTOM OF OPENING AND AT BOTTOM OF WALL CONTINUOUS TO NEXT OPENING OR BEYOND TO END OF WALL. HORIZONTAL REINFORCEMENT AT TOP AND BOTTOM CONTINUOUS TO NEXT OPENING OR BEYOND TO END OF WALL. T S L DOWELS (2) #5 VERTICAL SIDE REINFORCING SHALL EXTEND TO TOP AND BOTTOM OF WALL #4 @ 48" O.C. WITHIN TOPPING BETWEEN #5 BARS IN KEY-WAY 24" 24" #5 @ 48" O.C. WHERE PLANKS BEAR ON BEAMS REBAR SHALL OCCUR IN GROUTED KEY-WAY PER PLANK MANUFACTURER FABRICATOR 36" 24" CMU WALL - SEE S203 STAIR / ELEVATOR CORE 0". 0". (2) #5 BOND BEAM (2) #5 CAST CONCRETE . 6" @ BEARING 4" @ NON-BEARING W8 X 15 10" X 6" X 3/8" BEARING PLATE WELDED TO HOIST BEAM W/ (2) 1/2" X 4" STUDS WELDED TO BOTTOM. EMBED STUDS IN FULLY GROUTED CELLS TOP OF CMU ELEV. = 458.54' 4" SOLID CMU STAIR ROOF FRAMING AS SHOWN ON FRAMING PLANS CMU WALL - SEE S203 FOR REINFORCING PT 2X10 CAP ANCHORED TO CMU WALL W/ 5/8" DIA. ANCHOR BOLTS 36" O.C. SPACE 1'-0" FROM CORNERS. EMBEDMENT LENGTH 10" W/ 2" HOOK. HOOK SHALL HAVE 1 1/2" OF THREADING. BOND BEAM TOP OF CMU ELEV. = 458.54' PT 2X8 SILL PLATE ANCHORED TO CMU WALL W/ 5/8" DIA. ANCHOR BOLTS 36" O.C. SPACE 1'-0" FROM CORNERS. EMBEDMENT LENGTH 10" W/ 2" HOOK. HOOK SHALL HAVE 1 1/2" OF THREADING. ROOF TRUSS PER FRAMING PLANS STAIR ROOF FRAMING AS SHOWN ON FRAMING PLANS CMU WALL - SEE S203 ROOF SHEATHING BOND BEAM W/ (2) #5 2X10 LEDGER, CONTINUOUS 16" LSL 1.5" RIM SIMPSON SDWH TIMBER-HEX SCREWS, 4" LONG, TYP. FASTEN ALL SCREWS TO TRUSS ENDS AND TO STUD BLOCKING BETWEEN TRUSSES 1 3/4" X 24" LVL FASTENED TO BLOCK WALL WITH (2) ROWS 3/4" DIA. X 8" TITEN HD BY SIMPSON @ 16" O.C. TOP AND BOTTOM EDGE DISTANCE SHALL BE 4" MIN., O.C. SPACING IN A ROW SHALL BE 8" AND END DISTANCE SHALL BE 10" MIN. STAIR / ELEVATOR CORE FLOOR TRUSS - PER FRAMING PLANS CMU WALL - SEE S203 FOR REINFORCING INSTALL CONTINUOUS 30# FELT BETWEEN BLOCK WALL AND LEDGER. BOND BEAM W/ (2) #5 (2) #5 FLOOR SHEATHING FOR PILASTER REINF., REFER TO FRAMING PLANS #5 @ 16" O.C. HORIZ. 42" 42" HEAVY DUTY HORIZONTAL TRUSS REINF. SUCH AS "DUR-O-WALL" EVERY OTHER COURSE ABOVE GRADE, EVERY COURSE BELOW GRADE, TRUSS TYPE SIDE RODS 3/16" DIA. CROSS ROD #9 MIN. LAP 6" * CMU GROUTED SOLID ** ALL VERT. BARS SHALL BE EMBED. / SPLICED INTO POURED FOUNDATION WALLS, 36" MIN. *** ALL CMU SHALL BE RUNNING BOND PATTERN **** TRUE PILASTER COURSES SHALL BE USED, INCLUDING BLOCK CORNER EXTENSIONS TO HAVE RUNNING BOND. W/ PILASTER ALT-2 FOR PILASTER REINF., REFER TO FRAMING PLANS #5 @ 16" O.C. HORIZ. 42" 42" HEAVY DUTY HORIZONTAL TRUSS REINF. SUCH AS "DUR-O-WALL" EVERY OTHER COURSE ABOVE GRADE, EVERY COURSE BELOW GRADE, TRUSS TYPE SIDE RODS 3/16" DIA. CROSS ROD #9 MIN. LAP 6" * CMU GROUTED SOLID ** ALL VERT. BARS SHALL BE EMBED. / SPLICED INTO POURED FOUNDATION WALLS, 36" MIN. *** ALL CMU SHALL BE RUNNING BOND PATTERN **** TRUE PILASTER COURSES SHALL BE USED, INCLUDING BLOCK CORNER EXTENSIONS TO HAVE RUNNING BOND. W/ PILASTER ALT-1 (10) #6 VERT. AT ALL CORNERS#5 @ 16" O.C. VERT. (8" CMU) #5 @ 24" O.C. VERT. (10" CMU) HEAVY DUTY HORIZONTAL TRUSS REINF. SUCH AS "DUR-O-WALL" EVERY OTHER COURSE ABOVE GRADE, EVERY COURSE BELOW GRADE, TRUSS TYPE SIDE RODS 3/16" DIA. CROSS ROD #9 MIN. LAP 6" * CMU GROUTED SOLID ** ALL VERT. BARS SHALL BE EMBED. / SPLICED INTO POURED FOUNDATION WALLS, 36" MIN. *** ALL CMU SHALL BE RUNNING BOND PATTERN W.0. / PILASTER #5 @ 16" O.C. VERT. (8" CMU) #5 @ 24" O.C. VERT. (10" CMU) #5 @ 16" O.C. VERT. (8" CMU) #5 @ 24" O.C. VERT. (10" CMU) CERAMIC FIBER FELT OR EQUIVALENT (6) #5 VERT. EA. SIDE OF JOINT HEAVY DUTY HORIZONTAL TRUSS REINF. SUCH AS "DUR-O-WALL" EVERY OTHER COURSE ABOVE GRADE, EVERY COURSE BELOW GRADE, TRUSS TYPE SIDE RODS 3/16" DIA. CROSS ROD #9 MIN. LAP 6" * CMU GROUTED SOLID ** ALL VERT. BARS SHALL BE EMBED. / SPLICED INTO POURED FOUNDATION WALLS, 36" MIN. *** ALL CMU SHALL BE RUNNING BOND PATTERN **** HORIZ. REINF. SHALL NOT GO THROUGH CONTROL JOINT ***** CONTROL JOINT SHALL BE 25'-0" O.C. MAX. FOR WALLS LONGER THAN 40'-0" BACKER ROD & SEALANT #5 @ 16" O.C. VERT. (8" CMU) #5 @ 24" O.C. VERT. (10" CMU) (6) #5 VERT. HEAVY DUTY HORIZONTAL TRUSS REINF. SUCH AS "DUR-O-WALL" EVERY OTHER COURSE ABOVE GRADE, EVERY COURSE BELOW GRADE, TRUSS TYPE SIDE RODS 3/16" DIA. CROSS ROD #9 MIN. LAP 6" * CMU GROUTED SOLID ** ALL VERT. BARS SHALL BE EMBED. / SPLICED INTO POURED FOUNDATION WALLS, 36" MIN. *** ALL CMU SHALL BE RUNNING BOND PATTERN #5 @ 16" O.C. VERT. (8" CMU) #5 @ 24" O.C. VERT. (10" CMU) (8) #5 VERT. HEAVY DUTY HORIZONTAL TRUSS REINF. SUCH AS "DUR-O-WALL" EVERY OTHER COURSE ABOVE GRADE, EVERY COURSE BELOW GRADE, TRUSS TYPE SIDE RODS 3/16" DIA. CROSS ROD #9 MIN. LAP 6" * CMU GROUTED SOLID ** ALL VERT. BARS SHALL BE EMBED. / SPLICED INTO POURED FOUNDATION WALLS, 36" MIN. *** ALL CMU SHALL BE RUNNING BOND PATTERN #5 @ 16" O.C. VERT. (8" CMU) #5 @ 24" O.C. VERT. (10" CMU) PROVIDE (4) 3/4" ⌀ SIMPSON TITEN HD, 5.5" EMBED. 14" X 12" X 1/2" PLATE C12 OR MC12 TO SUPPORT STAIR LANDING AND/OR STRINGERS L 2.5" X 3" X 3/8" X 7" LONG EA. SIDE W/ (2) 3/4" ⌀ A325-X BOLTS. ANGLES SHALL BE SHOP WELDED TO PLATE 2"10"2" 2 " 8 " 2 " 12" TYP. 8 " 4 " 6"1' - 0"6" C12 OR MC12 STRINGER REFER TO ARCH. DWGS. FOR TREADS AND RISERS SLAB REINFORCING. REFER TO DWG. S101 #2 CRUSHED STONE BELOW (2) #5 #4 @ 24" O.C. L 4" X 4" X 3/8" X 4" LONG SHOP WELDED TO STRINGER (TYP.) ANCHOR TO CONC. W/ SIMPSON 5/8" ⌀ TITEN HD, 6" EMBED. 1ST FLOOR 394.54' T.O. GB AT PARKING 392.54 TYPICAL CMU REINFORCING #5 @ 24" O.C. #5 @ 24" O.C. DOWEL x 4'-8" 32" INTO CMU #5 @ 24" O.C., E.F. #5 @ 18" O.C., E.F. ASPHALT AND SUB-BASE - REFER TO SITE DRAWINGS STRUCTURAL MAT REINFORCING NOT SHOWN FOR CLARITY - SEE PLAN FOR MAT SIZE AND REINFORCING STRUCTURAL FILL 4" CONC. SLAB. FOR SLAB REINFORCING, SEE DRAWING S101 10" EXTERIOR INSULATION - REFER TO ARCHITECTURAL DRAWINGS STAIR 1. ALL CMU MASONRY HEADERS TO BE TYPE MH-1 EXCEPT WHERE NOTED 2. USE STANDARD "U" LINTEL BLOCK FOR ALL BOND BEAMS AND LINTELS 3. ALL CMU WALLS AT FIRST FLOOR ARE SHEER WALLS. SEE MASONRY DETAILS SHEET S202 FOR REINFORCING REFER TO ARCHITECTURAL DRAWINGS FOR INSULATION AND EXTERIOR FINISH PRECAST LINTEL (2) #5 AT CMU BOND BEAM L3x2-1/2 STEEL ANGLE (2) #5 HORIZ. AT EA. COURSE TOP AND BOTTOM COURSE - DEVELOP PER DETAIL 13/ S203. MIDDLE COURSE - DEVELOP 2'-0" EITHER SIDE. #5 "L" BAR PER TYPICAL DETAIL 7/S203 8" LONG #4 PIN AT FRONT OF PRECAST LINTEL. DEVELOP 5.5" INTO CMU BOND BEAM AND EPOXY 2.5" UP INTO PRECAST #4 @ 16" O.C., VERTICAL, MIN. 20" LONG. EPOXY 6" INTO PRECAST LINTEL 6 " 5 1 / 2 " 2 1 / 2 " ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION As indicated E EE EL LL LE EE EV V V VA A A AT TT TO O O OR R R R A A A AN N N ND D D D S S S ST TT TA A A AI II IR R R R C C C CO O O OR R R RE EE E D D D DE EE ET TT TA A A AI II IL LL LS S S S S S S S2 2 2 20 0 0 03 3 3 3 Taitem 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1/4" = 1'-0" 3 NORTH STAIR - ENLARGED FOUNDATION PLAN 1/4" = 1'-0" 1 CENTRAL ELEVATOR CORE - ENLARGED FOUNDATION PLAN 1/4" = 1'-0" 2 EAST STAIR - ENLARGED FOUNDATION PLAN 1/4" = 1'-0" 13 TYPICAL REINFORCING DETAIL AT CMU OPENINGS 3/4" = 1'-0" 7 STAIR CORE REINFORCING AT 2ND FLOOR, SECTION 3/4" = 1'-0" 6 HOIST BEAM ATTACHMENT DETAIL 3/4" = 1'-0" 5 ROOF FRAMING AT STAIR / ELEVATOR PARAPET 3/4" = 1'-0" 8 ROOF FRAMING DETAIL AT STAIR 3/4" = 1'-0" 9 LEDGER DETAIL AT CMU CORE 3/4" = 1'-0" 17 TYPICAL CMU WALLS @ CORNER REINFORCING DETAILS 3/4" = 1'-0" 16 TYPICAL CMU WALLS REINF. @ CONTROL JOINT DETAIL 3/4" = 1'-0" 15 TYPICAL CMU WALLS REINF. @ ENDS DETAIL 3/4" = 1'-0" 14 TYPICAL CMU WALLS REINF. @ INTERSECTION DETAIL 3/4" = 1'-0" 11 TYP. STAIR LANDING/STRINGER BEAM SUPPORT 3/4" = 1'-0" 12 TYP. STAIR STRINGER ANCHORAGE & FOUNDATION DETAIL 3/4" = 1'-0" 4 SECTION AT STAIR CORE FOUNDATION MASONRY HEADER SCHEDULE Key Name MINIMUM HEIGHT TOP AND BOTTOM REINFORCEMENTSTIRRUPS MH-124"(2) #5 MH-236"(4) #6 MH-338"(6) #6#3 @ 14" O.C. 3/4" = 1'-0" 10 SECTION AT NORTH STAIR DOORWAY 1 ( T Y P . ) STEEL BEAM (SEE PLAN) EMBED PLATE (TYP.) 3" TOPPING SLAB T/FLOOR EL. (SEE PLAN) PRECAST PLANK (TYP.) 1" CLEAR1" CLEAR STEEL ANGLE STIFFENER L 3 1/2 X 3 1/2 X 5/16 @ 4'-0" O.C. L 6 X 6 X 5/8 NOTE: UNLESS OTHERWISE NOTED, STEEL ANGLES AND PLATES IN PLANK DETAILS SHALL BE A572 GRADE 50 2 " C O V . IN LIEU OF WELDED EMBEDDED PLATE AT PLANK, PROVIDE LONGITUDINAL BARS IN KEYWAYS PER PLANK MANUFACTURERS SHOP DRAWINGS ( T Y P . ) STEEL BEAM (SEE PLAN) EMBED PLATE @ 4'-0" O.C. (TYP.) 3" TOPPING SLAB T/FLOOR EL. (SEE PLAN) 1" CLEAR1" CLEAR BUTT JOINT 1:3 GROUT (TYP.) STEEL ANGLE STIFFENER L 3 1/2 X 3 1/2 X 5/16 @ 4'-0" O.C. L 6 X 6 X 5/8 NOTE: UNLESS OTHERWISE NOTED, STEEL ANGLES AND PLATES IN PLANK DETAILS SHALL BE A572 GRADE 50 PRECAST PLANK (TYP.) IN LIEU OF WELDED EMBEDDED PLATE AT PLANK, PROVIDE LONGITUDINAL BARS IN KEYWAYS PER PLANK MANUFACTURERS SHOP DRAWINGS 1 5 / 8 " C O V . STEEL BEAM (SEE PLAN) 3" TOPPING SLAB T/FLOOR EL. (SEE PLAN) PRECAST PLANK (TYP.) 1" CLEAR (TYP.) (1) WELD PLATE @ 4'-0" O.C. BUTT JOINT 1:3 GROUT (TYP.) 1 5/8" MIN. COVER STEEL ANGLE STIFFENER L 3 1/2 X 3 1/2 X 5/16 @ 4'-0" O.C. L 6 X 6 X 5/8 NOTE: UNLESS OTHERWISE NOTED, STEEL ANGLES AND PLATES IN PLANK DETAILS SHALL BE A572 GRADE 50 IN LIEU OF WELDED EMBEDDED PLATE AT PLANK, PROVIDE LONGITUDINAL BARS IN KEYWAYS PER PLANK MANUFACTURERS SHOP DRAWINGS 2ND FLOOR 406.54 1 / 4 4" TYP. (2) 3/4" Ø BOLTS EA. SIDE 1' - 4 1/2" BEAM (SEE PLAN) COLUMN (SEE PLAN) SAWCUT OR MILL TOP OF COLUMN TO BEAR 1/4 (TYP (2) STIFF. PLATES EA. SIDE OF BEAM WEB WITH MIN. THICKNESS OF COLUMN OR BEAM FLANGE BUT NOT LESS THAN 1/2" THICK. T.O.S. EL. (SEE PLAN) DETAIL OCCURS AT THE FOLLOWING GRIDLINES: CONCRETE PLANK W/ TOPPING BEYOND 1 ' - 3 " COLUMN (SEE PLAN) BEAM (SEE PLAN) D D BEAM (SEE PLAN) COLUMN (SEE PLAN) T.O.S. EL. (SEE PLAN) SHEAR CONNECTION CONCRETE PLANK W/ TOPPING BEYOND 1 ' - 3 " SECTION D-D BEAM AT OPPOSITE SIDE OF COLUMN, WHERE IT OCCURS BOTTOM PLATE TOP COVER PLATE - CONTINUES OVER OPPOSITE BEAM, WHERE IT OCCURS 2ND FLOOR 406.54 TOP COVER PLATE - CONTINUES OVER OPPOSITE BEAM, WHERE IT OCCURS NOTE: ALL PLATES, STIFFENERS AND ANGLES SHALL BE SHOP WELDED NOTE: SIZE OF STEEL PLATES, NUMBER AND SIZE OF BOLTS TO BE DETERMINED BY STEEL FABRICATOR'S ENGINEER. SUBMIT SHOP DRAWINGS FOR REVIEW. NOTE: STEEL PLATES SHALL BE Fy=50 KSI, UNLESS DESIGN PERMITS USE OF Fy=36 KSI STEEL. V M A AA SECTION A-A BEAM (SEE PLAN) BEAM (SEE PLAN) COLUMN (SEE PLAN) STIFFENER PLATE T.O.S. EL. (SEE PLAN) TOP COVER PLATE - CONTINUES OVER COLUMN AND OPPOSITE BEAM, WHERE IT OCCURS SHEAR CONNECTION BEAM AT OPPOSITE SIDE OF COLUMN, WHERE IT OCCURS CONCRETE PLANK W/ TOPPING BEYOND 1 ' - 3 " STIFFENER PLATES BELOWCOLUMN BELOW BEAM 2ND FLOOR 406.54 BOTTOM COVER PLATE TOP COVER PLATE - CONTINUES OVER COLUMN AND OPPOSITE BEAM, WHERE IT OCCURS NOTE: ALL PLATES, STIFFENERS AND ANGLES SHALL BE SHOP WELDED NOTE: SIZE OF STEEL PLATES, NUMBER AND SIZE OF BOLTS TO BE DETERMINED BY STEEL FABRICATOR'S ENGINEER. SUBMIT SHOP DRAWINGS FOR REVIEW. NOTE: STEEL PLATES SHALL BE Fy=50 KSI, UNLESS DESIGN PERMITS USE OF Fy=36 KSI STEEL. V M A SECOND FLOOR 12'-0" STEEL BEAM - SEE FRAMING PLANS 12" CONCRETE PLANK W/ 3" TOPPING. REINFORCING BY PLANK MANUFACTURER EXTERIOR WALL - REFER TO ARCHITECTURAL DRAWINGS 5 1 / 8 " 5 " VARIES 1' - 4 9/16" BRICK ATTACHED TO NEW 2X6 STUD WALL W/HB THERMAL CONCRETE 2-SEAL WING NUT ANCHOR @ 16" O.C. EACH VERTICAL AND 24" O.C. HORIZONTAL EMBED PLATE @ 4'-0" O.C. (TYP.) STEEL ANGLE STIFFENER L 3 1/2 X 3 1/2 X 5/16 @ 4'-0" O.C. L 6 X 6 X 5/8 5/16" THICK GUSSET PLATE, 4'-0" O.C., TYP. GUSSET SHALL ALSO OCCUR AT POINT LOADS. REFER TO 2/S204 AND PLANK LOADING PLAN. 1/2" THICK BENT PLATE / POUR STOP AT CANTILEVERED CONCRETE EDGE (2) #5 LONGITUDINAL #5 RE-BAR, 4'-0" LONG, 16" O.C. WELD END TO BENT PLATE / POUR STOP ANCHOR BOLT AND SPACING PER SILL PLATE ANCHORAGE NOTES, SHEET S107 1 LE SECOND FLOOR 12'-0" GARAGE CEILING (+/-) 8'-10" 5" POLYISO OR 3" POLYISO W/ R-19 FIBERGLASS INSULATION 12" CONCRETE PLANK W/ 3" TOPPING. REINFORCING BY PLANK MANUFACTURER EXTERIOR WALL - REFER TO ARCHITECTURAL DRAWINGS CMU WALL, REFER TO S203 FOR REINFORCING 8" REINF. BY PRECAST MANUFACTURER (2) #5 PERIMETER BAR (2) #5 NOTE: DETAIL OF PLANK ON CMU WALL IS SCHEMATIC. FINAL DETAIL OF PLANK TO CMU BY PRE-CAST MANUFACTURER. 10" ANCHOR ROD - SEE DRAWING S107, WALL SILL PLATE ANCHORAGE TO PLANK NOTES. COORDINATE TO PLACE ANCHOR ROD HOOK IN PLANK HOLLOW CELL TO BE GROUTED. ANCHOR ROD SHALL OCCUR AT MIDDLE OF SILL PLATE AND BEHIND HORIZONTAL PERIMETER BAR 1 1 SECOND FLOOR 12'-0" 5" POLYISO OR 3" POLYISO W/ R-19 FIBERGLASS INSULATION. SEE ARCHITECTURAL DRAWINGS 12" CONCRETE PLANK. REINFORCING BY PLANK MANUFACTURER STEEL BEAM - SEE FRAMING PLANS CEILING, WHERE IT OCCURS - REFER TO ARCHITECTURAL DRAWINGS EXTERIOR WALL - REFER TO ARCHITECTURAL DRAWINGS 1/2" THICK BENT PLATE / POUR STOP AT CANTILEVERED CONCRETE EDGE 1 1/2" #5 RE-BAR, 4'-0" LONG, 12" O.C. WELD END TO BENT PLATE / POUR STOP 3 " 1 1 / 2 " (2) #5 LONGITUDINAL EMBED PLATE @ 4'-0" O.C. ( T Y P . ) NOTE: UNLESS OTHERWISE NOTED, STEEL ANGLES AND PLATES IN PLANK DETAILS SHALL BE A572 GRADE 50 4' - 0" L 6" X6" X 5/8 (TYP.) 2 S204 Sim S206 7 ANCHOR BOLT THROUGH SILL PLATE FASTENED TO BENT PLATE BELOW. ANCHOR BOLT AND SPACING PER SILL PLATE ANCHORAGE NOTES, SHEET S107 1 L9 2ND FLOOR 406.54 10.1 12" CONCRETE PLANK W/ 3" TOPPING. REINFORCING BY PLANK MANUFACTURER STEEL BEAM - SEE FRAMING PLANS EXTERIOR WALL - REFER TO ARCHITECTURAL DRAWINGS 1' - 2 1/2" 5 " 3 " EMBED PLATE @ 4'-0" O.C. (TYP.) STEEL ANGLE STIFFENER L 3 1/2 X 3 1/2 X 5/16 @ 4'-0" O.C. L 6 X 6 X 5/8 5/16" THICK GUSSET PLATE, 4'-0" O.C., TYP. GUSSET SHALL ALSO OCCUR AT POINT LOADS. REFER TO 2/S204 AND PLANK LOADING PLAN. 1/2" THICK BENT PLATE / POUR STOP AT CANTILEVERED CONCRETE EDGE (2) #5 LONGITUDINAL #5 RE-BAR, 4'-0" LONG, 9" O.C. WELD END TO BENT PLATE / POUR STOP ANCHOR BOLT AND SPACING PER SILL PLATE ANCHORAGE NOTES, SHEET S107 1 SECOND FLOOR 12'-0" GARAGE CEILING (+/-) 8'-10" CEILING ASSEMBLY - REFER TO ARCHITECTURAL DRAWINGS B.O. BEAM (+/-) 9'-9" STEEL BEAM - SEE FRAMING PLANS 12" CONCRETE PLANK W/ 3" TOPPING. REINFORCING BY PLANK MANUFACTURER SPRAY ON INSULATION CONCRETE ENCASEMENT SEE 7/S204 3 " AIR SEAL EDGE OF INSULATION 1 2ND FLOOR 406.54 L15 EXISTING 18 X 18 WOOD BEAM TO BE REMOVED. CONTRACTOR RESPONSIBLE FOR SHORING. STOREFRONT / WINDOW - SEE ARCHITECTURAL DRAWINGS STEEL BEAM - SEE FRAMING PLAN 2X6 WOOD WALL. SEE ARCHITECTURAL DRAWINGS FOR INTERIOR FINISHES BRICK ATTACHED TO NEW 2X6 STUD WALL WITH HELIFIX DRYFIX STAINLESS ANCHORS @ 32" O.C. EACH WAY SEE ARCHITECTURAL DRAWINGS FOR SOFFIT AND CEILING, COLUMN FIREPROOFING AND ENCLOSURE EMBED PLATE @ 4'-0" O.C. (TYP.) 3" TOPPING SLAB STEEL ANGLE STIFFENER L 3 1/2 X 3 1/2 X 5/16 @ 4'-0" O.C. L 6 X 6 X 5/8 PRECAST PLANK (TYP.) 5/16" THICK GUSSET PLATE, 4'-0" O.C., TYP. GUSSET SHALL ALSO OCCUR AT POINT LOADS. REFER TO 2/S204 AND PLANK LOADING PLAN. ANCHOR BOLT THROUGH SILL PLATE FASTENED TO BENT PLATE BELOW. ANCHOR BOLT AND SPACING PER SILL PLATE ANCHORAGE NOTES, SHEET S107 1/2" THICK BENT PLATE / POUR STOP AT CANTILEVERED CONCRETE EDGE #5 RE-BAR, 4'-0" LONG, 18" O.C. WELD END TO BENT PLATE / POUR STOP (2) #5 LONGITUDINAL CANOPY, WHERE IT OCCURS - SEE ARCHITECTURAL DRAWINGS (2) MC 10 X 22 STEEL CHANNELS W/ 3/8" THICK STEEL PLATES WELDED TOP AND BOTTOM, 11" WIDE. PROVIDE 8" MIN. SOLID BRICK BEARING EACH END. 1 0 " 6 " 1 BB SECTION B-B BEAM (SEE PLAN) COLUMN (SEE SCHEDULE) BB ELEVATION C-C STEEL BEAM (SEE PLAN) HSS STEEL COLUMN (SEE PLAN) SHEAR CONNECTOR STRUCTURAL TEE HSS STEEL COLUMN (SEE PLAN) C C (TYP.) 1 " STRUCTURAL FLOOR OR ROOF SYSTEM L 4X4X3/8" @ 4'-0" O.C. PLACED SNUG AGAINST WALL, EACH SIDE ANCHOR FASTENED TO FLOOR SYSTEM HORIZONTAL JOINT REINFORCING AS REQ'D. SEE MASONRY WALL DETAILS MUST HAVE 1" MIN. CLEARANCE OR AS REQUIRED TO ACCOMMODATE DEFLECTION BETWEEN TOP OF NON-BEARING WALL AND BOTTOM OF FLOOR OR ROOF MASONRY WALL NOTE: FINAL DESIGN AND ANCHORING BY PRE-CAST MANUFACTURER 2ND FLOOR 406.54 6 S204 Sim 5/16" THICK GUSSET PLATE REINFORCING 4'-0" O.C. LOCATED AT POSTS OR STEEL COLUMNS AND AT ENDS OF SHEAR WALLS ALONG BUILDING PERIMETER, TYP. PODIUM SLAB BEYOND BENT PLATE / POUR STOP AT EDGE OF PLANK STEEL BEAM BEYOND POSTS SUPPORTING WINDOW HEADERS. SEE FRAMING PLANS FOR SIZE AND NUMBER 1 1 1/2"1' - 3"1 1/2" 1 1 / 2 " 1 ' 3 " 1 1 / 2 " 1 ' 6 " 1' - 6" 1 1/2"1' - 5"1 1/2" 1' - 8" 1 1 / 2 " 1 ' 5 " 1 1 / 2 " 1 ' 8 " 18"x18" BASEPLATE 3/4" NON-METALIC, NON-SHRINKING GROUT (4) 3/4"Ø F1554 GR 36 HEAVY HEX HEAD ANCHOR BOLTS 20"x20" BASEPLATE 3/4" NON-METALIC, NON-SHRINKING GROUT (4) 3/4"Ø F1554 GR 36 HEAVY HEX HEAD ANCHOR BOLTS BP-1, BP-2, BP-3BP-4 1 1/2"8"1 1/2" 11" 2 3 / 4 " 2 3 / 4 " 5 1 / 2 " 11"x5-1/2" BASEPLATE 3/4" NON-METALIC, NONSHRINKING GROUT (2) 3/4"Ø F1554 GR 36 THREADED ROD BP FOR HSS COL. 1' - 6" 1 ' 6 " 18"x18" BASEPLATE 3/4" NON-METALIC, NON-SHRINKING GROUT (4) 3/4"Ø F1554 GR 36 HEAVY HEX HEAD ANCHOR BOLTS BP-5, BP-6 4 " 3 / 4 " 1 ' 0 1 / 2 " 1 1 / 2 " 3/4"4"1' - 0 1/2"1 1/2" EDGE OF CONCRETE GRADE BEAM / PILE CAP BELOW 1' - 6" 1 ' 6 " 18"x18" BASEPLATE 3/4" NON-METALIC, NON-SHRINKING GROUT (4) 3/4"Ø F1554 GR 36 HEAVY HEX HEAD ANCHOR BOLTS BP-7, BP-8 4 " 3 / 4 " 1 ' 0 1 / 2 " 1 1 / 2 " 1 1/2"1' - 3"1 1/2" EDGE OF CONCRETE GRADE BEAM / PILE CAP BELOW EDGE OF CONCRETE GRADE BEAM / PILE CAP BELOW 8 " 8" 8 " ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION As indicated P P P PL LL LA A A AN N N NK K K K A A A AN N N ND D D D S S S ST TT TE EE EE EE EL LL L S S S SE EE EC C C CT TT TI II IO O O ON N N NS S S S & & & & D D D DE EE ET TT TA A A AI II IL LL LS S S S S S S S2 2 2 20 0 0 04 4 4 4 Taitem 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 3/4" = 1'-0" 3 TYPICAL DETAIL OF PRECAST PLANK PARALLEL TO BEAM 3/4" = 1'-0" 7 TYPICAL DETAIL OF PRECAST PLANK BEARING ON STEEL BEAM CONNECTION 3/4" = 1'-0" 4 TYPICAL DETAIL OF PRECAST PLANK CHANGE OF DIRECTION 3/4" = 1'-0" 11 TYPICAL BEAM OVER COLUMN CONNECTION DETAIL 3/4" = 1'-0" 13 TYPICAL DETAIL OF MOMENT CONNECTION TO COLUMN WEB 3/4" = 1'-0" 15 TYPICAL BEAM TO BEAM CONNECTION DETAIL (WF-SHAPES) 3/4" = 1'-0" 10 TYPICAL DETAIL OF MOMENT CONNECTION TO COLUMN FLANGE 3/4" = 1'-0" 1 PLANK SECTION AT SOUTH EXTERIOR 3/4" = 1'-0" 12 PLANK AT EXTERIOR CMU WALL 3/4" = 1'-0" 6 PLANK EDGE AT GARAGE NORTH 3/4" = 1'-0" 9 PLANK EDGE AT WEST 3/4" = 1'-0" 14 GARAGE CEILING SECTION 3/4" = 1'-0" 5 SECTION AT EXISTING BEAM / STOREFRONT, SOUTHWEST 3/4" = 1'-0" 16 TYPICAL BEAM TO COLUMN CONNECTION DETAIL (WF-COLUMNS) 3/4" = 1'-0" 17 TYPICAL DETAIL OF WF BEAM TO HSS COLUMN CONNECTION 3/4" = 1'-0" 8 LATERAL SUPPORT OF NON-LOAD BEARING PARTITION 3/4" = 1'-0" 2 ELEVATION DETAIL AT PLANK EDGE GUSSET PLATES 1 1/2" = 1'-0" 18 STEEL BASE PLATES 1 AT WINDOW OPENINGS, SEE FRAMING PLANS, EXTERIOR WALL HEADER SCHEDULE, FOR REQ'D # OF KING STUDS, TYP. 16" RIM, TYP. FLOOR TRUSSES BEYOND NOT SHOWN CONCRETE PLANK W/ TOPPING P.T. 2X6 SILL PLATE, TYP. SEE "WALL SILL PLATE ANCHORAGE TO PLANK" ON SHEET S107 FOR ANCHORAGE. (2) 2X6 TOP PLATE, TYP. SEE PARAPET DETAIL FOR REQ'D NUMBER OF STUDS, SPACING AND BLOCKING AT ROOF PARAPET 2X6 SILL PLATE ON 3/4" SUBFLOOR, TYP. SEE WALL FRAMING SCHEDULE BELOW FOR REQ'D NUMBER OF STUDS, SPACING AND BLOCKING AT EACH FLOOR WINDOW HEADER IN FLOOR PLANE, TYP. - SEE FRAMING PLANS AND HEADER SCHEDULE PROVIDE SOLID BLOCKING BEHIND RIM AT WINDOW KING STUD BEARING, AND AT EACH STUD BETWEEN FLOOR JOISTS, TYP. SEE REFERENCED DETAILS, OCCURS AT ALL FLOORS. 2ND FLOOR 3RD FLOOR 4TH FLOOR 5TH FLOOR ROOF ROOF PARAPET 2 3 / 8 " 2 3 / 8 " 2 3 / 8 " SEE WALL FRAMING SCHEDULE BELOW FOR REQ'D NUMBER OF STUDS, SPACING AND BLOCKING AT EACH FLOOR 2 3 / 8 " SEE WALL FRAMING SCHEDULE BELOW FOR REQ'D NUMBER OF STUDS, SPACING AND BLOCKING AT EACH FLOOR SEE WALL FRAMING SCHEDULE BELOW FOR REQ'D NUMBER OF STUDS, SPACING AND BLOCKING AT EACH FLOOR WINDOW HEADER IN FLOOR PLANE, TYP. - SEE FRAMING PLANS AND HEADER SCHEDULE NOTE: EXTERIOR BEARING WALLS NORTH OF GRID LINE 1B (EAST WALL AND WEST WALL) SHALL BE (2) 2X6 @ 16" O.C. ON ALL FLOORS (2ND THROUGH 4TH) 2x6 CORRIDOR FRAMING 16" RIM JOIST - SEE FRAMING PLANS SILL PLATE PLYWOOD SHEATHING CEILING NOT SHOWN. SEE ARCHITECTURAL DRAWINGS ADDITIONAL SHEATHING AS REQ'D PER SHEAR WALL SCHEDULE WALL DOUBLE TOP PLATE FLOOR TRUSSES AS THEY OCCUR BLOCKING FOR ADDITIONAL SHEATHING AS REQ'D, TYPICAL JOIST HANGER FLAT DOOR HEADER WHERE IT OCCURS. RIM IN FLOOR PLANE, OR BEAM SISTERED TO RIM, SERVES AS HEADER. SEE FRAMING PLANS. 2x6 CORRIDOR FRAMING SILL PLATE PLYWOOD SHEATHING CEILING NOT SHOWN. SEE ARCHITECTURAL DRAWINGS ADDITIONAL SHEATHING AS REQ'D PER SHEAR WALL SCHEDULE WALL DOUBLE TOP PLATE FLOOR TRUSSES AS THEY OCCUR 16" RIM JOIST - SEE FRAMING PLANS JOIST HANGER BLOCKING TO PROVIDE FULL BEARING TRANSFER FROM BOTTOM OF STUD ABOVE TO TOP OF STUD BELOW. MATCH NUMBER AND SPACING OF STUDS - SEE WALL FRAMING SCHEDULE ON FRAMING PLANS 2x6 CORRIDOR FRAMING 16" FLOOR TRUSS BEYOND SILL PLATE PLYWOOD SHEATHING CEILING NOT SHOWN. SEE ARCHITECTURAL DRAWINGS ADDITIONAL SHEATHING AS REQ'D PER SHEAR WALL SCHEDULE. RUN TO UNDERSIDE OF FLOOR ABOVE AS SHOWN WALL DOUBLE TOP PLATE SHEAR TRANSFER CLIP PER SCHEDULE, SHEET S107 16" RIM JOIST - SEE FRAMING PLANS JOIST HANGER FLAT DOOR HEADER WHERE IT OCCURS. RIM IN FLOOR PLANE, OR BEAM SISTERED TO RIM, SERVES AS HEADER. SEE FRAMING PLANS. BLOCKING TO PROVIDE FULL BEARING TRANSFER FROM BOTTOM OF STUD ABOVE TO TOP OF STUD BELOW. MATCH NUMBER AND SPACING OF STUDS - SEE WALL FRAMING SCHEDULE ON FRAMING PLANS 2x6 CORRIDOR FRAMING 16" FLOOR TRUSSSILL PLATE PLYWOOD SHEATHING CEILING NOT SHOWN. SEE ARCHITECTURAL DRAWINGS ADDITIONAL SHEATHING AS REQ'D PER SHEAR WALL SCHEDULE WALL DOUBLE TOP PLATE 16" RIM JOIST - SEE FRAMING PLANS JOIST HANGER TRUSS HANGER TO OCCUR AT WALL OPENINGS 16" FLOOR TRUSS BEYOND ADDITIONAL SHEATHING AS REQ'D PER SHEAR WALL SCHEDULE. RUN TO UNDERSIDE OF FLOOR ABOVE AS SHOWN SHEAR TRANSFER CLIP PER SCHEDULE, SHEET S107 SILL PLATE PLYWOOD SHEATHING EXTERIOR WALL - REFER TO ARCHITECTURAL DRAWINGS CEILING NOT SHOWN. SEE ARCHITECTURAL DRAWINGS WALL DOUBLE TOP PLATE FLAT DOOR HEADER WHERE IT OCCURS. RIM IN FLOOR PLANE, OR BEAM SISTERED TO RIM, SERVES AS HEADER. SEE FRAMING PLANS. BLOCKING TO PROVIDE FULL BEARING TRANSFER FROM BOTTOM OF STUD ABOVE TO TOP OF STUD BELOW. MATCH NUMBER AND SPACING OF STUDS - SEE WALL FRAMING SCHEDULE ON FRAMING PLANS 16" LSL RIM JOIST - SEE FRAMING PLANS IF BUILDING IS TO BE PANELIZED, THIS SECTION OF WALL SHEATHING AND INSULATION TO BE INSTALLED IN FIELD TO PROVIDE ADEQUATE OVERLAP OF SHEATHING OVER RIM JOIST. 4 ' 0 " 16" FLOOR TRUSS SILL PLATE PLYWOOD SHEATHING CEILING NOT SHOWN. SEE ARCHITECTURAL DRAWINGS ADDITIONAL SHEATHING AS REQ'D PER SHEAR WALL SCHEDULE WALL DOUBLE TOP PLATE EXTERIOR WALL - REFER TO ARCHITECTURAL DRAWINGS 16" LSL RIM JOIST - SEE FRAMING PLANS TRUSS HANGER TO OCCUR AT WALL OPENINGS IF BUILDING IS TO BE PANELIZED, THIS SECTION OF WALL SHEATHING AND INSULATION TO BE INSTALLED IN FIELD TO PROVIDE ADEQUATE OVERLAP OF SHEATHING OVER RIM JOIST. 4 ' 0 " AT DOOR OPENINGS, SEE FRAMING PLANS, EXTERIOR WALL HEADER SCHEDULE, FOR REQ'D # OF KING STUDS, TYP. 16" RIM, TYP. FLOOR TRUSSES BEYOND NOT SHOWN CONCRETE PLANK W/ TOPPING P.T. 2X6 SILL PLATE, TYP. SEE "WALL SILL PLATE ANCHORAGE TO PLANK" ON SHEET S107 FOR ANCHORAGE. (2) 2X6 TOP PLATE, TYP. 2X6 SILL PLATE ON 3/4" SUBFLOOR, TYP. SEE WALL FRAMING SCHEDULE BELOW FOR REQ'D NUMBER OF STUDS, SPACING AND BLOCKING AT EACH FLOOR DOOR HEADER IN FLOOR PLANE, TYP. - SEE FRAMING PLANS AND HEADER SCHEDULE PROVIDE SOLID BLOCKING BEHIND RIM AT DOOR KING STUD BEARING, AND AT EACH STUD BETWEEN FLOOR JOISTS, TYP. SEE REFERENCED DETAILS. 2ND FLOOR 3RD FLOOR 4TH FLOOR 5TH FLOOR ROOF 2 3 / 8 " 2 3 / 8 " 2 3 / 8 " SEE WALL FRAMING SCHEDULE BELOW FOR REQ'D NUMBER OF STUDS, SPACING AND BLOCKING AT EACH FLOOR 2 3 / 8 " SEE WALL FRAMING SCHEDULE BELOW FOR REQ'D NUMBER OF STUDS, SPACING AND BLOCKING AT EACH FLOOR SEE WALL FRAMING SCHEDULE BELOW FOR REQ'D NUMBER OF STUDS, SPACING AND BLOCKING AT EACH FLOOR CORRIDOR FRAMING - SEE FRAMING PLANS DOOR HEADER IN FLOOR PLANE, TYP. - SEE FRAMING PLANS AND HEADER SCHEDULE NOTE: INTERIOR BEARING WALLS NORTH OF GRID LINE 1B SHALL BE (2) 2X6 @ 16" O.C. ON ALL FLOORS (2ND THROUGH 4TH) EXTERIOR WALL PANELS CONNECTION: 1/4" DIA. X 3" SIMPSON SDS SCREWS @ 6" O.C. (INSTALL STAGGERED EA. SIDE). MINIMUM OF 3" END DISTANCE TOP AND BOTTOM. ADDITIONALLY PROVIDE (2) 10D NAILS @ 6" O.C., STAGGERED 3" VERTICALLY FROM SDS SCREWS. LSTA24 STRAPS AT TOP AND BOTTOM PLATES LSTA24 STRAPS AT TOP AND BOTTOM PLATES P.T. BALCONY FRAMING - SEE FRAMING PLANS HEADER AT DOOR OPENING - SEE FRAMING PLANS EXTERIOR WALL - REFER TO ARCHITECTURAL DRAWINGS REFER TO ARCHITECTURAL DRAWINGS FOR BALCONY DECKING AND UNDERSIDE FINISH DOUBLE TOP WALL PLATE FLOOR, CEILING AND INTERIOR FINISH - REFER TO ARCHITECTURAL DRAWINGS CANTILEVERED BALCONY BEAM - (2) #1 GRADE P.T. 2X10'S SISTERED TO 16" FLOOR TRUSS HANGER FOR ATTACHING 16" FLOOR TRUSS TO TRUSS GIRDER OR LVL BEAM - SEE FRAMING PLANS 16" LSL RIM BOARD BETWEEN CANTILEVERED BALCONY BEAMS SIMPSON LS50 CLIP FOR ATTACHING CANTILEVERED 2X10 BALCONY BEAMS TO TRUSS GIRDER OR LVL BEAM - SEE FRAMING PLANS 16" FLOOR TRUSS FRAMING, PERPENDICULAR TO BALCONY CANTILEVER 16" TRUSS GIRDER OR LVL BEAM- SEE FRAMING PLANS. IF TRUSS GIRDER IS USED, MIN. 2X6 TOP CHORD ORIENTED IN STRONG DIRECTION AS SHOWN 16" FLOOR TRUSS, PARALLEL TO BALCONY CANTILEVER FLOOR LEVEL 13 S205 1 6 " F l r T r u s s ( 2 ) P T # 1 2 x 1 0 1 6 " F l r T r u s s ( 2 ) P T # 1 2 x 1 0 @ 16" Flr Truss16" @ P T 2 x 1 0 1 6 " ( 2 ) P T 2 x 1 0 POST BELOW - SEE HEADER SCHEDULE FOR REQ'D POSTS 16" LSL RIM BOARD BETWEEN CANTILEVERED BALCONY BEAMS X-WXX DOOR/WINDOW HEADER BELOW FLOOR PLANE. SEE FRAMING PLAN AND EXTERIOR WALL HEADER SCHEDULE. X-BXX BEAM - SEE FRAMING PLAN AND BEAM SCHEDULE HANGER AND/OR CLIP - SEE SECTION FULL DEPTH PT 2X10 BLOCKING, MID-SPAN CANTILEVERED BALCONY BEAM SISTERED TO 16" FLOOR TRUSS S E E A R C H I T E C T U R A L D R A W I N G S 16" FLOOR TRUSS @ 16", PERPENDICULAR TO CANTILEVERED BALCONY POST BELOW - SEE HEADER SCHEDULE FOR REQ'D POSTS 16" LSL RIM BOARD BETWEEN CANTILEVERED BALCONY BEAMS DOOR/WINDOW HEADER BELOW FLOOR PLANE. SEE FRAMING PLAN AND EXTERIOR WALL HEADER SCHEDULE. FULL DEPTH PT 2X10 BLOCKING, MID-SPAN CANTILEVERED BALCONY BEAM SISTERED TO 16" FLOOR TRUSS ( 2 ) P T # 1 2 x 1 0 ( 2 ) P T # 1 2 x 1 0 1 6 " F l r T r u s s 1 6 " F l r T r u s s X-WXX 1 2 ' 0 " @ 1 6 " F l r T r u s s 1 6 " @ P T 2 x 1 0 1 6 " S E E A R C H I T E C T U R A L D R A W I N G S ( 2 ) P T 2 x 1 0 16" FLOOR TRUSS @ 16", PARALLEL TO CANTILEVERED BALCONY 12 S205 P.T. BALCONY FRAMING - SEE FRAMING PLANS HEADER AT DOOR OPENING - SEE FRAMING PLANS EXTERIOR WALL - REFER TO ARCHITECTURAL DRAWINGS REFER TO ARCHITECTURAL DRAWINGS FOR BALCONY DECKING AND UNDERSIDE FINISH DOUBLE TOP WALL PLATE FLOOR, CEILING AND INTERIOR FINISH - REFER TO ARCHITECTURAL DRAWINGS CANTILEVERED BALCONY BEAM - (2) #1 GRADE P.T. 2X10'S SISTERED TO 16" TRUSS GIRDER 16" LSL RIM BOARD BETWEEN CANTILEVERED BALCONY BEAMS 16" FLOOR TRUSS FRAMING, PARALLEL TO BALCONY CANTILEVER FLOOR LEVEL SEE SHEAR WALL SCHEDULE FOR REQ'D COMPRESSION STUDS AND HOLD-DOWNS 1' - 0" 1 ' 0 " AT SOLE (BOTTOM) PLATE AND AT TOP PLATE, AT EA. FLOOR, STRAP CORNERS WITH (1) SIMPSON CS20 STRAP, MIN. OVERLAP 1'-0" EA. END, TYP. ALL EXTERIOR PERIMETER WALLS. STRAP MAY BE INSTALLED EITHER OVER SHEATHING OR UNDER SHEATHING. ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION As indicated F FF FR R R RA A A AM M M MI II IN N N NG G G G S S S SE EE EC C C CT TT TI II IO O O ON N N NS S S S A A A AN N N ND D D D D D D DE EE ET TT TA A A AI II IL LL LS S S S S S S S2 2 2 20 0 0 05 5 5 5 Taitem 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 1/4" = 1'-0" 1 TYPICAL FRAMING AT EXTERIOR WALL - ELEVATION DETAIL 1 1/2" = 1'-0" 4 CORRIDOR FRAMING DETAIL AT CORRIDOR TRUSS AT DOOR HEADER 1 1/2" = 1'-0" 6 CORRIDOR FRAMING DETAIL AT PARALLEL TRUSS 1 1/2" = 1'-0" 8 CORRIDOR FRAMING DETAIL BETWEEN TRUSSES 1 1/2" = 1'-0" 7 CORRIDOR FRAMING DETAIL AT PERPENDICULAR TRUSS 1 1/2" = 1'-0" 5 EXTERIOR WALL FRAMING BETWEEN TRUSSES 1 1/2" = 1'-0" 3 EXTERIOR WALL FRAMING AT TRUSS 1/4" = 1'-0" 2 TYPICAL FRAMING AT INTERIOR LOAD BEARING WALL - ELEVATION DETAIL WALL FRAMING SCHEDULE FLOORFRAMING ALL EXTERIOR WOOD FRAMED WALLS / SHEAR WALLS 5:2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT 4:2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT 3:2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT 2:(2) 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT INTERIOR LOAD-BEARING WOOD FRAMED WALLS / SHEAR WALLS 5:2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT 4:2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT 3:(2) 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT 2:(2) 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT INTERIOR NON LOAD-BEARING SHEAR WALLS 2-52x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT 1 1/2" = 1'-0" 9 EXTERIOR WALL PANELS CONNECTION 3/4" = 1'-0" 13 SECTION AT CANTILEVERED BALCONY PERPENDICULAR TO FRAMING 1/4" = 1'-0" 15 TYPICAL PLAN DETAIL AT CANTILEVERED BALCONY, PERPENDICULAR TO FRAMING 1/4" = 1'-0" 14 TYPICAL PLAN DETAIL AT CANTILEVERED BALCONY, PARALLEL TO FRAMING 3/4" = 1'-0" 12 SECTION AT CANTILEVERED BALCONY PARALLEL TO FRAMING 1" = 1'-0" 10 CORNER STRAP AT WALL PLATES 1 4TH FLOOR 32' - 0" P.T. 2X8 LEDGER, LAG BOLTED WITH FLAT HEAD 5" LONG LEDGER LOCKS, (2) ROWS 12" O.C. 2X8 FRAMING AND SOLID BLOCKING AS SHOWN SEE ARCH. DRAWINGS FOR INSULATION AND INTERIOR FINISH P.T. 2X6 WALL FRAMING BEHIND EXISTING BRICK DOUBLE 2X6 TOP PLATE P.T. ROOF DECK FRAMING - SEE FRAMING PLANS CONTINUOUS P.T. PLYWOOD SHEATHING AT PARAPET FRAMING BRICK ATTACHED TO NEW 2X6 STUD WALL WITH HELIFIX DRYFIX STAINLESS ANCHORS @ 32" O.C. EACH WAY SEE ARCH. DWGS. FOR EXTERIOR WALL AND FLOOR INSULATION AND FINISHES INSULATION, REFER TO ARCH. DWGS. PARGE COAT 4TH FLOOR 32' - 0" 1 1 / 2 " 3 7 / 8 " 1 1 / 2 " 1 1 / 2 " PAD OUT STEEL BEAM WITH P.T. 2X12 AND P.T. 7/8" PLYWOOD AND FASTEN TO BEAM WITH (3) ROWS 1/2" BOLTS @ 16" O.C. POSITION BOLTS AS SHOWN. 2X6 NAILER FASTENED TO STEEL BEAM WITH 1/2" BOLTS, 30" O.C., STAGGERED TOP MOUNT FLANGE HANGER FOR FLOOR TRUSSES P.T. FRAMING AT ROOF DECK - SEE FRAMING PLANS HANGER FOR DECK FRAMING FASTENED TO PADDED OUT STEEL BEAM STEEL BEAM DROPPED TO HEIGHT SHOWN. SEE FRAMING PLANS SEE ARCH. DWGS. FOR EXTERIOR WALL AND FLOOR INSULATION AND FINISHES SEE ARCH. DWGS. FOR INTERIOR WALL, FLOOR AND CEILING FINISHES FLOOR TRUSSES - SEE FRAMING PLANS 1 2ND FLOOR 406.54 R 12" CONCRETE PLANK W/ 3" TOPPING. REINFORCING BY PLANK MANUFACTURER CMU WALL, REFER TO S203 FOR REINFORCING INTERIOR WALL, REFER TO ARCH. DWGS. EXPANSION JOINT AND FLASHING, REFER TO ARCH. DWGS. #5 @ 24" O.C. #5 CONT. 1/2"Ø TITEN HD ANCHOR @ 48" O.C. SECOND FLOOR 12'-0" GARAGE CEILING (+/-) 8'-10" PARKING GARAGE CEILING, REFER TO ARCH. 12" CONCRETE PLANK W/ 3" TOPPING. REINFORCING BY PLANK MANUFACTURER EXISTING STRUCTURE ON ADJACENT LOT CMU WALL, REFER TO S203 FOR REINFORCING. 6" 1 ' 0 " EXPANSION JOINT AND FLASHING, REFER TO ARCH. DWGS. #4 BENT BAR @ 24" O.C. (2) #4 CONT. 2X6 @ 48" O.C. NOTCHED AT RIM JOIST AND FASTENED TO TRUSS WEB W/(3) 1/4"ØX3" SDS SCREWS 1 ' 6 " 2X6 @ 48" O.C. NOTCHED AT RIM JOIST AND FASTENED TO AND RIM WITH 2X4 BLOCKING TOP AND BOTTOM W/(2) 1/4"ØX3" SDS SCREWS 1 ' 6 " L3x3x3/8" "OUTRIGGER" WELDED TO BEAM ALL AROUND. OCCURS @ 4'-0" O.C. L3-1/2"X3-1/2"X3/8" WELDED TO "OUTRIGGER" ANGLES @4'-0" O.C. PROVIDE (2) ROWS OF BOLT HOLES. C10X15.3. HOT DIPPED GALVANIZED (2) ROWS 5/8" BOLTS 1/4"1/4" STEEL BEAMBRICK FACADE, REFER TO ARCH. DWGS. NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR AIR SEALING AROUND ANGLE PENETRATIONS THROUGH AIR BARRIER. L16 2ND FLOOR 406.54' 3RD FLOOR 416.54' 4TH FLOOR 426.54' 5TH FLOOR 436.54' 19 19 2ND FLOOR 406.54' 3RD FLOOR 416.54' 4TH FLOOR 426.54' 5TH FLOOR 436.54' S206 9 S206 11 S206 10 SANCOR STAINLESS COMPANY EYE SLIP HOOK (LARGE) NOMINAL SIZE = 3/4". ITEM NUMBER S0454-0020, 12,000LB CAPACITY 1/2"Ø STAINLESS STEEL CABLE (5,000 LB WORKING CAPACITY) 3/4"Ø U-BOLT. 5,000 LB WORKING CAPACITY MC18X42.7 4"X4"X3/8" STEEL T SECTION @ 18" O.C. 1/4" E70XX 3/8" THICK STEEL GUTTER, CONTINUOUSLY WELD ALL JOINTS 1"X1/4" STEEL BAR @ 1'-0" O.C., WELD TO GUTTER STEEL BEAM AND CANT. PLANT ASSEMBLY. REFER TO 1/S204 12" CONCRETE PLANK W/ 3" TOPPING. REINFORCING BY PLANK MANUFACTURER EXTERIOR WALL - REFER TO ARCHITECTURAL DRAWINGS (3) ROWS @ 1'-0" O.C. 3/8"Ø STEEL ROD, WELDED TO GUTTER AND STEEL PLATE. RODS 1/4" E70XX 1/4" E70XX 3"ØSTD PIPE WELDED FROM PLATE TO POUR STOP ANGLE 1/4" E70XX 16"X1/2" STEEL PLATE CONTINUOUS OVER LENGTH OF CANOPY C10X15.3 BRICK LINTEL 5TH FLOOR 42' - 0" S18X54.7 4 TON SNATCH BLOCK W/SWIVEL HOOK, 4.5" SHEAVE (FOR 1/2" WIRE ROPE) 1/2"Ø STAINLESS STEEL CABLE 3' - 8"7 1/4" 1' - 0" 1 ' 0 " L4x4x3/8"X12'-0" LONG, FASTEN TO EACH TRUSS TOP AND BOTTOM CHORD W/1/4" X 3" LAG BOLT 20"X7"X1/2" STEEL PLATE 3 / 8 " E 7 0 X X 3 / 8 " E 7 0 X X C10X15.3 BRICK LINTEL 4TH FLOOR 32' - 0" L4x4x3/8"X12'-0" LONG, FASTEN TO EACH TRUSS TOP AND BOTTOM CHORD W/1/4" X 3" LAG BOLT 20"X7"X1/2" STEEL PLATE 3 / 8 " E 7 0 X X 3 / 8 " E 7 0 X X 1/2" STEEL CONNECTION PLATE CLEVIS HARDWARE, REFER TO ARCH. DWGS. C10X15.3 BRICK LINTEL 1 ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION As indicated F FF FR R R RA A A AM M M MI II IN N N NG G G G S S S SE EE EC C C CT TT TI II IO O O ON N N NS S S S A A A AN N N ND D D D D D D DE EE ET TT TA A A AI II IL LL LS S S S S S S S2 2 2 20 0 0 06 6 6 6 Taitem 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET 3/4" = 1'-0" 1 SECTION DETAIL AT 4TH FLOOR ROOF DECK AND PARAPET 3/4" = 1'-0" 2 SECTION DETAIL AT 4TH FLOOR ROOF DECK AND STEEL BEAM 3/4" = 1'-0" 3 SECTION AT EAST PLANK EDGE 3/4" = 1'-0" 4 PLANK AT PARKING EXTERIOR 3/4" = 1'-0" 5 PARAPET FRAMING DETAIL 3/4" = 1'-0" 6 PARAPET FRAMING DETAIL - TRUSS PARALLEL 1 1/2" = 1'-0" 7 PLANK EDGE AT GARAGE NORTH ENLARGED DETAIL 1/2" = 1'-0" 8 SECTION AT CANOPY 1 1/2" = 1'-0" 9 SECTION DETAIL 1 1/2" = 1'-0" 10 SECTION 1 1/2" = 1'-0" 11 SECTION SHEAR TRANSFER CLIP - SEE SHEAR WALL SCHEDULE FOR TYPE AND QUANTITY REQUIRED PER SHEAR WALL LINE SEGMENT 16" LSL ALIGNED TO ONE SIDE OF 2X6 SHEAR WALL BELOW DOUBLE TOP PLATE OF 2X6 SHEAR WALL 1 SHEAR WALL LINE S H E A R W A L L L I N E COMPRESSION STUDS - SEE SHEAR WALL SCHEDULE FOR REQ'D NUMBER COMPRESSION STUDS - SEE SHEAR WALL SCHEDULE FOR REQ'D NUMBER BEARING POST - SEE FRAMING PLANS FOR NUMBER OF STUDS REQ'D FOR BEAM BEARING SIMPSON HOLDDOWN. SEE SHEAR WALL SCHEDULE FOR SIZE AND TYPE NOTE: ADD SAME AMOUNT OF COMPRESSION STUDS, PER SHEAR WALL SCHEDLE, WITHIN THE FLOOR FRAMING TO ACT AS BLOCKING FOR LOAD TRANSFER. SHEAR WALL LINE S H E A R W A L L L I N E COMPRESSION STUDS - SEE SHEAR WALL SCHEDULE FOR REQ'D NUMBERWALL FRAMING - SEE WALL FRAMING SCHEDULE ON FRAMING PLANS FOR NUMBER OF STUDS AND SPACING SIMPSON HOLDDOWN. SEE SHEAR WALL SCHEDULE FOR SIZE AND TYPE NOTE: ADD SAME AMOUNT OF COMPRESSION STUDS, PER SHEAR WALL SCHEDLE, WITHIN THE FLOOR FRAMING TO ACT AS BLOCKING FOR LOAD TRANSFER. SHEAR WALL LINE S H E A R W A L L L I N E COMPRESSION STUDS - SEE SHEAR WALL SCHEDULE FOR REQ'D NUMBER SIMPSON HOLDDOWN. SEE SHEAR WALL SCHEDULE FOR SIZE AND TYPE NOTE: ADD SAME AMOUNT OF COMPRESSION STUDS, PER SHEAR WALL SCHEDLE, WITHIN THE FLOOR FRAMING TO ACT AS BLOCKING FOR LOAD TRANSFER. 7/8" STRAIGHT ANCHOR BOLT, F1554, A36, EXCEPT AT HOLDDOWN TYPE "B" LOCATIONS. AT THOSE LOCATIONS, USE FY=50KSI STEEL. SEE CONCRETE PLANK DETAILS FOR PLANK REINFORCING 6 " 8" X 8" X 5/8" STEEL PLATE, NUT AND WASHER REFER TO S107 FOR SHEAR WALL SHEATHING SEE ARCHITECTURAL DRAWINGS FOR WALL AND FLOOR FINISHES STEEL BEAM - REFER TO BEAM SCHEDULE ON S102 CONCRETE PLANK AND TOPPING. SEE CONCRETE PLANK DETAILS FOR PLANK REINFORCING EXTERIOR WALL - REFER TO ARCHITECTURAL DRAWINGS REFER TO SHEAR WALL KEY PLAN AND SCHEDULES ON SHEET S107 FOR SIMPSON HOLD-DOWN, ROD TYPE AND SIZE, AND NUMBER OF COMPRESSION STUDS REQ'D. CEILING, WHERE IT OCCURS - REFER TO ARCHITECTURAL DRAWINGS SHEAR WALL FRAMING. REFER TO SHEAR WALL KEY PLAN AND SCHEDULES ON SHEET S107 FOR SIZE AND SPACING. 1 1/2" (2) #5 LONGITUDINAL 5/16" THICK GUSSET PLATE 1/2" THICK BENT PLATE / POUR STOP AT CANTILEVERED CONCRETE EDGE WELD ANCHOR TO BEAM TOP FLANGE 1 ANCHOR BOLT AND SPACING PER SILL PLATE ANCHORAGE NOTES, SHEET S107 1 10d X 2.25" @ 4" O.C. 10d X 3.5" (2) ROWS @ 12" O.C. ONE AT BLOCKING AND ONE AT RIM. CEILING NOT SHOWN. SEE ARCHITECTURAL DRAWINGS WALL FINISHES NOT SHOWN - SEE ARCHITECTURAL DRAWINGS ADDITIONAL SHEATHING PER SHEAR WALL SCHEDULE 16" LSL RIM BLOCKING. WHERE FRAMING IS PARALLEL, BLOCKING SHALL BE CONTINUOUS RIM BLOCKING FOR ADDITIONAL SHEATHING AS REQ'D, TYPICAL SHEAR TRANSFER CLIP PER SCHEDULE, SHEET S107/S107.1 2 3/4" 1 1 CEILING NOT SHOWN. SEE ARCHITECTURAL DRAWINGS WALL FINISHES NOT SHOWN - SEE ARCHITECTURAL DRAWINGS ADDITIONAL SHEATHING AS REQ'D PER SHEAR WALL SCHEDULE 16" LSL RIM BLOCKING FOR ADDITIONAL SHEATHING OR FOR LARGE DIA. HOLD-DOWN ROD. SEE SHEAR WALL SCHEDULE. SIMPSON HOLD-DOWN. SEE SHEAR WALL SCHEDULE FOR SIZE AND TYPE HOLD-DOWN ROD - SEE SHEAR WALL SCHEDULE FOR SIZE AND TYPE. WHERE LARGE DIA. ROD IS SPECIFIED, ADD BLOCKING AS REQ'D. SIMPSON HOLD-DOWN. SEE SHEAR WALL SCHEDULE FOR SIZE AND TYPE WALL DOUBLE TOP PLATE WALL SOLE PLATE NOTE: LOCATE HOLDDOWN ROD AS CLOSE TO MIDDLE OF STUD AS POSSIBLE. 1 (42) 16D X 3.5" NAILS EA. END. STRAP 3" X 12 GA. SIMILAR TO SIMPSON CMST12. ALIGN FLOOR TRUSS WHERE DRAGS OCCUR. VERTICAL LEG REQUIRES (2) 2X6 STUDS. ATTACH BOTTOM OF STUDS TO SOLE/SILL PLATE WITH SIMPSON H8 TIES (ONE EACH STUD) AND W/ (2) SDWC15600 STRONG-DRIVE SCREWS FROM SIMPSON (TOE SCREWED, ONE PER SIDE OR BOTH ON ONE SIDE). STRONG-DRIVE SCREWS SHALL BE INSTALLED PER SIMPSON RECOMMENDATIONS. 3' - 8" EXTERIOR WALL - REFER TO ARCHITECTURAL DRAWINGS FLOOR TRUSS - REFER TO FRAMING PLANS SEE SHEAR WALL SCHEDULE, SHT. S107 FOR WALL SHEATHING AND NAILING REQUIREMENTS FLOOR SHEATHING 1 4 ' 0 " IF BUILDING IS TO BE PANELIZED, THIS SECTION OF WALL SHEATHING AND INSULATION TO BE INSTALLED IN FIELD TO PROVIDE ADEQUATE OVERLAP OF SHEATHING OVER RIM JOIST. 1 2ND FLOOR 406.54 3RD FLOOR 22' - 0" 4TH FLOOR 32' - 0" 5TH FLOOR 42' - 0" ROOF 52' - 0" F.1 J.1 S207 2 S207 2 Sim S207 2 Sim S207 2 Sim S207 3 S207 3 Sim S207 3 Sim S207 3 Sim S207 3 Sim S207 3 Sim S207 3 Sim S207 3 Sim S207 3 Sim S207 3 Sim S207 3 Sim S207 3 Sim S207 8 S207 8 S207 9 SIM S207 9 SIM 3RD FLOOR 22' - 0" SILL PLATE WALL DOUBLE TOP PLATE SEE ARCHITECTURAL DRAWINGS FOR WALL AND FLOOR FINISHES (2) SIMPSON DTT2Z HOLD-DOWNS W/ 1/2" THREADED ROD (ONE EACH SIDE OF POST). 1/2" THREADED ROD FROM HOLDDOWNS (ONE EACH SIDE OF BEAM). BOLT THROUGH WALL DOUBLE TOP PLATE TO STEEL TOP PLATE OF HSS POST. COORDINATE STEEL TOP PLATE HOLE LOCATIONS. HSS 5X5X1/4 STEEL POST WITH 5 1/2" X 11" X 1/2" THICK TOP PLATE EXTERIOR WALL WHERE IT OCCURS - REFER TO ARCHITECTURAL DRAWINGS 2 3/4"2 3/4" 4 S207 STRUCTURAL POST - SEE FRAMING PLANS RIM JOIST - SEE FRAMING PLANS 4 ' 0 " IF BUILDING IS TO BE PANELIZED, THIS SECTION OF WALL SHEATHING AND INSULATION TO BE INSTALLED IN FIELD TO PROVIDE ADEQUATE OVERLAP OF SHEATHING OVER RIM JOIST. 1 3RD FLOOR 22' - 0" 1B 11" WALL DOUBLE TOP PLATE 1/2" THREADED ROD (ONE EACH SIDE OF BEAM). BOLT THROUGH WALL DOUBLE TOP PLATE TO STEEL TOP PLATE. COORDINATE STEEL TOP PLATE HOLE LOCATIONS. HSS 5X5X1/4 STEEL POST WITH 5 1/2" X 11" X 1/2" THICK TOP PLATE SILL PLATE (2) SIMPSON DTT2Z HOLD-DOWNS W/ 1/2" THREADED ROD (ONE EACH SIDE OF POST), BOLTED THROUGH SILL PLATE STRUCTURAL POST - SEE FRAMING PLANS SEE ARCHITECTURAL DRAWINGS FOR FLOOR FINISH SEE ARCHITECTURAL DRAWINGS FOR CEILING FINISH TRUSS GIRDER OR LVL - SEE FRAMING PLANS 4TH FLOOR 32' - 0" WALL DOUBLE TOP PLATE (2) SIMPSON DTT2Z HOLD-DOWNS W/ 1/2" THREADED ROD (ONE EACH SIDE OF POST). 1/2" THREADED ROD (ONE EACH SIDE OF BEAM). BOLT THROUGH WALL DOUBLE TOP PLATE TO HOLD-DOWN BELOW. EXTERIOR WALL WHERE IT OCCURS - REFER TO ARCHITECTURAL DRAWINGS 2 3/4"2 3/4" SILL PLATE SEE ARCHITECTURAL DRAWINGS FOR WALL AND FLOOR FINISHES STRUCTURAL POST - SEE FRAMING PLANS (2) SIMPSON DTT2Z HOLD-DOWNS W/ 1/2" THREADED ROD (ONE EACH SIDE OF POST). STRUCTURAL POST - SEE FRAMING PLANS 5 S207 RIM JOIST - SEE FRAMING PLANS IF BUILDING IS TO BE PANELIZED, THIS SECTION OF WALL SHEATHING AND INSULATION TO BE INSTALLED IN FIELD TO PROVIDE ADEQUATE OVERLAP OF SHEATHING OVER RIM JOIST. 4 ' 0 " 1 4TH FLOOR 32' - 0" 1B WALL DOUBLE TOP PLATE SILL PLATE (2) SIMPSON DTT2Z HOLD-DOWNS W/ 1/2" THREADED ROD (ONE EACH SIDE OF POST), BOLTED THROUGH SILL PLATE STRUCTURAL POST - SEE FRAMING PLANS SEE ARCHITECTURAL DRAWINGS FOR FLOOR FINISH SEE ARCHITECTURAL DRAWINGS FOR CEILING FINISH TRUSS GIRDER OR LVL - SEE FRAMING PLANS STRUCTURAL POST - SEE FRAMING PLANS (2) SIMPSON DTT2Z HOLD-DOWNS W/ 1/2" THREADED ROD (ONE EACH SIDE OF POST). LE F.1 SECOND FLOOR 12'-0" 12" CONCRETE PLANK W/ 3" TOPPING. FOR REINFORCING, SEE DETAIL STEEL BEAM - SEE FRAMING PLANS EXTERIOR WALL - REFER TO ARCHITECTURAL DRAWINGS HSS 5X5X1/4 STEEL POST WITH 5 1/2" X 11" X 1/2" THICK BOTTOM PLATE 5/16" THICK GUSSET PLATE CEILING, WHERE IT OCCURS - REFER TO ARCHITECTURAL DRAWINGS (2) 5/8" THREADED ROD, ONE EA. SIDE, BOLTED THROUGH STEEL COLUMN BASE PLATE AND SILL PLATE TO BENT PLATE BELOW 1/2" THICK BENT PLATE / POUR STOP AT CANTILEVERED CONCRETE EDGE / 6S204 1 (2) #5 LONGITUDINAL 1 1/2" 10" CMU WALLS. SEE CMU WALL DETAILS ON SHEET S202 FOR REINFORCING. (2) 2X6 FASTENED TO CMU WITH 3/4" TITEN HD ANCHOR @ 12" O.C. NO INSTALLATION WITHIN 1 1/2" OF HEAD JOINTS, TYP. 2x6 IN CONTACT WITH CMU TO BE P.T. SHEATHING ATTACHED TO INNERMOST 2X6 W/ EDGE NAILING PATTERN. OUTERMOST 2X6 ATTACHED W/ FIELD NAILING PATTERN. SEE FRAMING PLANS AND SHEAR WALL KEY PLAN S107 FOR STUD SPACING 10" CMU WALLS. SEE CMU WALL DETAILS ON SHEET S202 FOR REINFORCING. P.T. 2X10 FASTENED TO CMU WITH 3/4" TITEN HD ANCHOR @ 12" O.C. NO INSTALLATION WITHIN 1 1/2" OF HEAD JOINTS, TYP. (2) 2X6 ATTACHED TO 2X10 WITH (2) ROWS 1/4" X 4 1/2" SDS SCREWS @ 8" O.C. 4 " SHEATHING ATTACHED TO OUTERMOST 2X6 & 2X10 W/ EDGE NAILING PATTERN. MIDDLE 2X6 ATTACHED W/ FIELD NAILING PATTERN. SEE FRAMING PLANS AND SHEAR WALL KEY PLAN S107 FOR STUD SPACING ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET NO. COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES © STAMP 717 5TH STREET NW WASHINGTON, DC 20001 JOB NO. DATEDESCRIPTION As indicated T TT TY Y Y YP P P PI II IC C C CA A A AL LL L S S S SH H H HE EE EA A A AR R R R W W W WA A A AL LL LL LL L DETAILS DETAILS DETAILS DETAILS S S S S2 2 2 20 0 0 07 7 7 7 Taitem 110 S. Albany Street Ithaca, NY 14850 T.G. MILLER, P.C. 605 West State Street, Suite A Ithaca, NY 14850 Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, NY 14850 ARNOT ITHACA 2, LLC 230 Colonial Drive Horseheads, New York 14845 430-444 West State / MLK Street ITHACA, NEW YORK ECA # 725 MEP & STRUCTURAL CIVIL LANDSCAPE ARCHITECT 12.23.2020PERMIT SET 103.11.2021100% CONSTRUCTION DOCUMENT SET NTS 17 SHEAR TRANSFER CLIP - TOP OF WALL, 3D DETAIL 1" = 1'-0" 12 HOLD-DOWN DETAIL AT BEARING POST 1" = 1'-0" 16 HOLD-DOWN @ T INTERSECTION 1" = 1'-0" 11 TWO HOLD-DOWNS AT EXTERIOR CORNER, TYPICAL 3/4" = 1'-0" 9 HOLD-DOWN ANCHOR BOLT DETAIL AT CONC. PLANK 3/4" = 1'-0" 7 HOLD-DOWN ANCHOR BOLT DETAIL AT PERIMETER BEAM 1 1/2" = 1'-0" 6 SECTION DETAIL AT TOP OF SHEAR WALL 1 1/2" = 1'-0" 10 SECTION DETAIL SHEAR WALL HOLD-DOWNS 3/4" = 1'-0" 14 DRAG STRUT TO EXTERIOR WALL CONNECTION - SECTION, TYPICAL 1/4" = 1'-0" 1 PORTAL FRAME AT NORTH WING, GRID 1B 1 1/2" = 1'-0" 2 3RD FLOOR PORTAL FRAME HOLD-DOWN SECTION DETAIL A 1 1/2" = 1'-0" 4 3RD FLOOR PORTAL FRAME HOLD-DOWN SECTION DETAIL B 1 1/2" = 1'-0" 3 4TH & 5TH FLOOR PORTAL FRAME HOLD-DOWN SECTION DETAIL A 1 1/2" = 1'-0" 5 4TH AND 5TH FLOOR PORTAL FRAME HOLD-DOWN SECTION DETAIL B 3/4" = 1'-0" 8 2ND FLOOR PORTAL FRAME ATTACHMENT DETAIL 3/4" = 1'-0" 15 SHEAR WALL ATTACHMENT AT CMU 3/4" = 1'-0" 18 SHEAR WALL ATTACHMENT AT CMU CORNER DETAIL DELETED 1