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Home My WebLink About20210315 - 430-444 West State MLK Street - 100% Construction SetERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, 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 & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTIONDRAWING INDEX002Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECTPermit Set - 12.23.2020100% CD Set - 03.11.2021PLUMBINGP001 DETAILS, SCHEDULES & LEGENDl lP100 UNDERSLAB DWVl lP101 1ST FLOOR DWVl lP102 2ND FLOOR DWVl lP103 3RD FLOOR DWVl lP104 4TH FLOOR DWVl lP105 5TH FLOOR DWVl lP106 ROOF PLANl lP201 1ST FLOOR DOMESTIC PIPING & GASl lP202 2ND FLOOR DOMESTIC PIPINGl lP203 3RD FLOOR DOMESTIC PIPINGl lP204 4TH FLOOR DOMESTIC PIPINGl lP205 5TH FLOOR DOMESTIC PIPINGl lP301 CONDENSATE PLANSl lP401 1ST FLOOR CORE ENLARGED PLANl lP402 1ST FLOOR EAST ENLARGED PLANl lP403 1ST FLOOR SOUTH ENLARGED PLANl lP404 1ST FLOOR WEST ENLARGED PLANl lP405 1ST FLOOR NORTH ENLARGED PLANl lP406 2ND FLOOR CORE ENLARGED PLANl lP407 2ND FLOOR EAST ENLARGED PLANl lP408 2ND FLOOR SOUTH ENLARGED PLANl lP409 2ND FLOOR WEST ENLARGED PLANl lP410 2ND FLOOR NORTH ENLARGED PLANl lP411 3RD FLOOR CORE ENLARGED PLANl lP412 3RD FLOOR EAST ENLARGED RCPl lP413 3RD FLOOR SOUTH ENLARGED PLANl lP414 3RD FLOOR WEST ENLARGED PLANl lP415 3RD FLOOR NORTH ENLARGED PLANl lP416 4TH FLOOR CORE ENLARGED PLANl lP417 4TH FLOOR EAST ENLARGED PLANl lP418 4TH FLOOR SOUTH ENLARGED PLANl lP419 4TH FLOOR WEST ENLARGED PLANl lP420 4TH FLOOR NORTH ENLARGED PLANl lP421 5TH FLOOR CORE ENLARGED PLANl lP422 5TH FLOOR EAST ENLARGED PLANl lP423 5TH FLOOR SOUTH ENLARGED PLANl lP424 5TH FLOOR WEST ENLARGED RCPl lP425 5TH FLOOR NORTH ENLARGED PLANl lP501 UNDERSLAB AND 1ST FLOOR DWV ISOMETRICl lP502 DWV RISERS 1-6 ISOMETRICl lP503 DWV RISERS 7-16 ISOMETRICSlP504 DWV RISERS 17-24 ISOMETRICSlP505 DWV RISER 25 ISOMETRICSl lP506 DWV RISSER 26-38 ISOMETRICSlP507 DOMESTIC ISOMETRIC AND DETAILSlP508 STORMWATER ISOMETRICl lP601 DOMESTIC HOT WATER SCHEMATICl lELECTRICALE001 NOTES, SCHEDULES & LEGENDl lE002 ELECTRICAL RISER DIAGRAMl lE101 1ST FLOOR POWER AND DATAl lE102 2ND FLOOR POWER AND DATAl lE103 3RD FLOOR POWER AND DATAl lE104 4TH FLOOR POWER AND DATAl lE105 5TH FLOOR POWER AND DATAl lE106 ROOF ELECTRICAL PLANl lE201 1ST FLOOR LIGHTING & FAl lE202 2ND FLOOR LIGHTING & FAl lE203 3RD FLOOR LIGHTING & FAl lE204 4TH FLOOR LIGHTING & FAl lE205 5TH FLOOR LIGHTING & FAl lE401 1ST FLOOR CORE ENLARGED PLAN - POWER & DATAl lE401_R 1ST FLOOR CORE ENLARGED PLAN - LIGHTING & FAl lE402 1ST FLOOR EAST ENLARGED PLAN - POWER & DATAl lE402_R 1ST FLOOR EAST ENLARGED PLAN - LIGHTING & FAl lE403 1ST FLOOR SOUTH ENLARGED PLAN - POWER & DATAl lE403_R 1ST FLOOR SOUTH ENLARGED PLAN - LIGHTING & FAl lE404 1ST FLOOR WEST ENLARGED PLAN - POWER & DATAl lE404_R 1ST FLOOR WEST ENLARGED PLAN - LIGHTING & FAl lE405 1ST FLOOR NORTH ENLARGED PLAN - POWER & DATAl lE405_R 1ST FLOOR NORTH ENLARGED PLAN - LIGHTING & FAl lE406 2ND FLOOR CORE ENLARGED PLAN - POWER & DATAl lE406_R 2ND FLOOR CORE ENLARGED PLAN - LIGHTING & FAl lE407 2ND FLOOR EAST ENLARGED PLAN - POWER & DATAl lE407_R 2ND FLOOR EAST ENLARGED PLAN - LIGHTING & FAl lE408 2ND FLOOR SOUTH ENLARGED PLAN - POWER & DATAl lE408_R 2ND FLOOR SOUTH ENLARGED PLAN - LIGHTING & FAl lE409 2ND FLOOR WEST ENLARGED PLAN - POWER & DATAl lE409_R 2ND FLOOR WEST ENLARGED PLAN - LIGHTING & FAl lE410 2ND FLOOR NORTH ENLARGED PLAN - POWER & DATAl lE410_R 2ND FLOOR NORTH ENLARGED PLAN - LIGHTING & FAl lE411 3RD FLOOR CORE ENLARGED PLAN - POWER & DATAl lE411_R 3RD FLOOR CORE ENLARGED PLAN - LIGHTING & FAl lE412 3RD FLOOR EAST ENLARGED PLAN - POWER & DATAl lE412_R 3RD FLOOR EAST ENLARGED PLAN - LIGHTING & FAl lE413 3RD FLOOR SOUTH ENLARGED PLAN - POWER & DATAl lE413_R 3RD FLOOR SOUTH ENLARGED PLAN - LIGHTING & FAl lE414 3RD FLOOR WEST ENLARGED PLAN - POWER & DATAl lE414_R 3RD FLOOR WEST ENLARGED PLAN - LIGHTING & FAl lE415 3RD FLOOR NORTH ENLARGED PLAN - POWER & DATAl lE415_R 3RD FLOOR NORTH ENLARGED PLAN - LIGHTING & FAl lE416 4TH FLOOR CORE ENLARGED PLAN - POWER & DATAl lE416_R 4TH FLOOR CORE ENLARGED PLAN - LIGHTING & FAl lE417 4TH FLOOR EAST ENLARGED - POWER & DATAl lE417_R 4TH FLOOR EAST ENLARGED - LIGHTING & FAl lE418 4TH FLOOR SOUTH ENLARGED PLAN - POWER & DATAl lE418_R 4TH FLOOR SOUTH ENLARGED PLAN - LIGHTING & FAl lE419 4TH FLOOR WEST ENLARGED PLAN - POWER & DATAl lE419_R 4TH FLOOR WEST ENLARGED PLAN - LIGHTING & FAl lE420 4TH FLOOR NORTH ENLARGED PLAN - POWER & DATAl lE420_R 4TH FLOOR NORTH ENLARGED PLAN - LIGHTING & FAl lE421 5TH FLOOR CORE ENLARGED PLAN - POWER & DATAl lE421_R 5TH FLOOR CORE ENLARGED PLAN - LIGHTING & FAl lE422 5TH FLOOR EAST ENLARGED PLAN - POWER & DATAl lE422_R 5TH FLOOR EAST ENLARGED PLAN - LIGHTING & FAl lE423 5TH FLOOR SOUTH ENLARGED PLAN - POWER & DATAl lE423_R 5TH FLOOR SOUTH ENLARGED PLAN - LIGHTING & FAl lE424 5TH FLOOR WEST ENLARGED PLAN - POWER & DATAl lE424_R 5TH FLOOR WEST ENLARGED PLAN - LIGHTING & FAl lE425 5TH FLOOR NORTH ENLARGED PLAN - POWER & DATAl lE425_R 5TH FLOOR NORTH ENLARGED PLAN - LIGHTING & FAl lE501 PANEL SCHEDULESl lE502 PANEL SCHEDULESl lE503 PANEL SCHEDULESl lE504 PANEL SCHEDULESl lE505 PANEL SCHEDULESl lE506 PANEL SCHEDULESl lE507 PANEL SCHEDULESl lFIRE PROTECTIONFP001 NOTES, SCHEDULES & LEGENDl lFP101 1ST CEILING FLOOR PLANl lFP102 2ND CEILING FLOOR PLANl lFP103 3RD CEILING FLOOR PLANl lFP104 4TH CEILING FLOOR PLANl lFP105 5TH AND PENTHOUSE CEILING FLOOR PLANl lFP201 DETAILSl lFP301 ISOMETRICSl lFP401 1ST FLOOR CORE ENLARGED PLANl lFP402 1ST FLOOR EAST ENLARGED PLANl lFP403 1ST FLOOR SOUTH ENLARGED PLANl lFP404 1ST FLOOR WEST ENLARGED PLANl lFP405 1ST FLOOR NORTH ENLARGED PLANl lPermit Set - 12.23.2020100% CD Set - 03.11.2021INTERIORID401 1ST FLOOR WEST ENLARGED PLANl lID401_F 1ST FLOOR WEST FINISH PLANl lID401_FF 1ST FLOOR WEST FURNITURE PLANl lID401_R 1ST FLOOR WEST ENLARGED RCPl lID410 TYPICAL CORRIDOR PLANl lID411_R TYP. CORRIDOR ENLARGED RCP COREl lID412_F TYP. CORR. ENLARGED FINISH PLAN COREl lID413_R TYP. CORRIDOR ENLARGED RCP EASTl lID414_F TYP. CORR. ENLARGED FINISH PLAN EASTl lID415_R TYP. CORRIDOR ENLARGED RCP SOUTHl lID416_F TYP. CORR. ENLARGED FINISH PLAN SOUTHl lID417_R TYP. CORRIDOR ENLARGED RCP WESTl lID418_F TYP. CORR. ENLARGED FINISH PLAN WESTl lID419_R TYP. CORRIDOR ENLARGED RCP NORTHl lID420_F TYP. CORR. ENLARGED FINISH PLAN NORTHl lID600 INTERIOR ELEVATIONSl lID601 INTERIOR ELEVATIONSl lID602 INTERIOR ELEVATIONSl lID603 INTERIOR ELEVATIONSl lID604 INTERIOR ELEVATIONSl lID605 INTERIOR ELEVATIONSl lID606 INTERIOR ELEVATIONSl lID607 INTERIOR ELEVATIONSl lID608 INTERIOR ELEVATIONSl lID610 TYPICAL CORRIDOR ELEVATIONSl lID611 TYPICAL CORRIDOR ELEVATIONSl lID612 TYPICAL CORRIDOR ELEVATIONSl lID613 TYPICAL CORRIDOR ELEVATIONSl lID620 TYPICAL BATHROOM ELEVATIONSl lID700 INTERIOR DETAILS MAIL ROOMl lID701 INTERIOR DETAILS LOBBYl lID702 INTERIOR DETAILS CONCIERGEl lID703 INTERIOR DETAILS LOUNGEl lID704 INTERIOR DETAILS LOUNGE - KITCHENl lID705 INTERIOR DETAILS - FITNESSl lID706 INTERIOR DETAILS PET-SPAl lID707 INTERIOR DETAILS FIRE-PLACEl lID708 INTERIOR DETAILS - TYP. DETAILSlID710 INTERIOR DETAILS - TYP. CORRIDORl lID800 AMENITY SPACE FINISH SCHEDULE LEGENDl lID801 AMENITY SPACE FINISH SCHEDULEl lID802 AMENITY SPACE FINISH SCHEDULEl lID803 PLUMB. & APPLIANCE SCHEDULESl lSTRUCTURALS001 STRUCTURAL NOTES & LEGENDl lS002 SCHEDULE OF SPECIAL INSPECTIONSl lS100 FOUNDATION PLANl lS101 1ST FLOOR SLAB PLANl lS102 2ND FLOOR FRAMING PLANl lS102.1 2ND FLOOR PLANK LOADING PLANl lS103 3RD FLOOR FRAMING PLANl lS104 4TH FLOOR FRAMING PLANl lS105 5TH FLOOR FRAMING PLANl lS106 ROOF FRAMING PLANl lS107 SHEAR WALL KEY PLAN Al lS107.1 SHEAR WALL KEY PLANS B AND Cl lS201 FOUNDATION SECTIONS AND DETAILSl lS202 FOUNDATION SECTIONS AND DETAILSl lS203 ELEVATOR AND STAIR CORE DETAILSl lS204 PLANK AND STEEL SECTIONS AND DETAILSl lS205 FRAMING SECTIONS AND DETAILSl lS206 FRAMING SECTIONS AND DETAILSl lS207 TYPICAL SHEAR WALL DETAILSl lMECHANICALM001 NOTES, SCHEDULES & LEGENDl lM101 1ST FLOOR PLANl lM102 2ND FLOOR PLANl lM103 3RD FLOOR PLANl lM104 4TH FLOOR PLANl lM105 5TH FLOOR PLANl lM106 ROOF PLANl lM401 1ST FLOOR CORE ENLARGED PLANl lM402 1ST FLOOR EAST ENLARGED PLANl lM403 1ST FLOOR SOUTH ENLARGED PLANl lM404 1ST FLOOR WEST ENLARGED PLANl lM405 1ST FLOOR NORTH ENLARGED PLANl lM406 2ND FLOOR CORE ENLARGED PLANl lM407 2ND FLOOR EAST ENLARGED PLANl lM408 2ND FLOOR SOUTH ENLARGED PLANl lM409 2ND FLOOR WEST ENLARGED PLANl lM410 2ND FLOOR NORTH ENLARGED PLANl lM411 3RD FLOOR CORE ENLARGED PLANl lM412 3RD FLOOR EAST ENLARGED PLANl lM413 3RD FLOOR SOUTH ENLARGED PLANl lM414 3RD FLOOR WEST ENLARGED PLANl lM415 3RD FLOOR NORTH ENLARGED PLANl lM416 4TH FLOOR CORE ENLARGED PLANl lM417 4TH FLOOR EAST ENLARGED PLANl lM418 4TH FLOOR SOUTH ENLARGED PLANl lM419 4TH FLOOR WEST ENLARGED PLANl lM420 4TH FLOOR NORTH ENLARGED PLANl lM421 5TH FLOOR CORE ENLARGED PLANl lM422 5TH FLOOR EAST ENLARGED PLANl lM423 5TH FLOOR SOUTH ENLARGED PLANl lM424 5TH FLOOR WEST ENLARGED RCPl lM425 5TH FLOOR NORTH ENLARGED PLANl lPermit Set - 12.23.2020100% CD Set - 03.11.2021COVERSHEETS001 COVER SHEETl l002 DRAWING INDEXl l003 ABBREV. SYMBOLS NOTES UNIT SCHEDULEl l004 CODESl l005 CODES / ZONINGl l006 FIRE RATING & EGRESS PATHSl l007 FIRE RATING & EGRESS PATHSl l008 FIRE RATING & EGRESS PATHSl l009 ACCESSIBILITY REQUIREMENTSl l011 1ST FLOOR - EDGE OF SLAB PLANl012 2ND FLOOR - EDGE OF SLAB PLANlCIVILC101 EXISTING CONDITIONS PLANl lC102 EROSION AND SEDIMENT CONTROL AND UTILITY DEMOLITION PLANl lC103 BUILDING LAYOUT PLANlC104 SITE UTILITY AND DRAINAGE PLANl lC201 DETAILSl lC202 DETAILSl lC301 WORK ZONE TRAFFIC AND PEDESTRIAN CONTROL PLANl lC302 WORK ZONE TRAFFIC AND PEDESTRIAN CONTROL PLANl lC303 NYSDOT WORK ZONE TRAFFIC AND PEDESTRIAN CONTROL PLANl lC304 NSYDOT STANDARD SHEETSlC305 NYSDOT STANDARD SHEETSlLANDSCAPEL101 SITE DEMOLITIONl lL201 SITE LAYOUT & MATERIALSl lL301 SITE GRADINGl lL401 SOILS PLANl lL402 PLANTING PLANl lL501 SITE DETAILSl lL502 SITE DETAILSl lARCHITECTUREA100 DEMOLITION PLANl lA100.1 DEMOLITION ELEVATIONS/SECTIONSlA101 1ST FLOOR PLANl lA101_R 1ST FLOOR RCPl lA102 2ND FLOOR PLANl lA102_R 2ND FLOOR RCPl lA103 3RD FLOOR PLANl lA103_R 3RD FLOOR RCPl lA104 4TH FLOOR PLANl lA104_R 4TH FLOOR RCPl lA105 5TH FLOOR PLANl lA105_R 5TH FLOOR RCPl lA106 ROOF PLANl lA107 GREEN ROOF PLANSlA201 NORTH & SOUTH ELEVATIONSl lA202 EAST & WEST ELEVATIONSl lA203 COURTYARD ELEVATIONSl lA204 BUILDING SECTIONSl lA205 BUILDING SECTIONSl lA301 ISOMETRIC & WALL SECTIONSl lA302 SOUTH TERRACE ISOl lA303 ISOMETRIC & WALL SECTIONSl lA304 ISOMETRIC & WALL SECTIONSl lA305 ISOMETRIC & WALL SECTIONSl lA306 ISOMETRIC & WALL SECTIONS ALLEYl lA307 ISOMETRIC & WALL SECTIONS ALLEY GARAGEl lA308 ISOMETRIC & WALL SECTIONS GARAGE EASTl lA309 ISOMETRIC & WALL SECTIONSl lA310 ISOMETRIC & WALL SECTIONSl lA311 ISOMETRIC & WALL SECTIONSl lA401 1ST FLOOR WEST ENLARGED PLANl lA401_R 1ST FLOOR WEST ENLARGED RCPl lA402 1ST FLOOR SOUTH ENLARGED PLANl lA402_R 1ST FLOOR SOUTH ENLARGED RCPl lA403 1ST FLOOR EAST ENLARGED PLANl lA403_R 1ST FLOOR EAST ENLARGED RCPl lA404 1ST FLOOR CORE ENLARGED PLANl lA404_R 1ST FLOOR CORE ENLARGED RCPl lA405 1ST FLOOR NORTH ENLARGED PLANl lA405_R 1ST FLOOR NORTH ENLARGED RCPl lA406 2ND FLOOR CORE ENLARGED PLANl lA406_R 2ND FLOOR CORE ENLARGED RCPl lA407 2ND FLOOR EAST ENLARGED PLANl lA407_R 2ND FLOOR EAST ENLARGED RCPl lA408 2ND FLOOR SOUTH ENLARGED PLANl lA408_R 2ND FLOOR SOUTH ENLARGED RCPl lA409 2ND FLOOR WEST ENLARGED PLANl lA409_R 2ND FLOOR WEST ENLARGED RCPl lA410 2ND FLOOR NORTH ENLARGED PLANl lA410_R 2ND FLOOR NORTH ENLARGED RCPl lA411 3RD FLOOR CORE ENLARGED PLANl lA411_R 3RD FLOOR CORE ENLARGED RCPl lA412 3RD FLOOR EAST ENLARGED PLANl lA412_R 3RD FLOOR EAST ENLARGED RCPl lA413 3RD FLOOR SOUTH ENLARGED PLANl lA413_R 3RD FLOOR SOUTH ENLARGED RCPl lA414 3RD FLOOR WEST ENLARGED PLANl lA414_R 3RD FLOOR WEST ENLARGED RCPl lA415 3RD FLOOR NORTH ENLARGED PLANl lA415_R 3RD FLOOR NORTH ENLARGED RCPl lA416 4TH FLOOR CORE ENLARGED PLANl lA416_R 4TH FLOOR CORE ENLARGED RCPl lA417 4TH FLOOR EAST ENLARGED PLANl lA417_R 4TH FLOOR EAST ENLARGED RCPl lA418 4TH FLOOR SOUTH ENLARGED PLANl lA418_R 4TH FLOOR SOUTH ENLARGED RCPl lA419 4TH FLOOR WEST ENLARGED PLANl lA419_R 4TH FLOOR WEST ENLARGED RCPl lA420 4TH FLOOR NORTH ENLARGED PLANl lA420_R 4TH FLOOR NORTH ENLARGED RCPl lA421 5TH FLOOR CORE ENLARGED PLANl lA421_R 5TH FLOOR CORE ENLARGED RCPl lA422 5TH FLOOR EAST ENLARGED PLANl lA422_R 5TH FLOOR EAST ENLARGED RCPl lA423 5TH FLOOR SOUTH ENLARGED PLANl lA423_R 5TH FLOOR SOUTH ENLARGED RCPl lA424 5TH FLOOR WEST ENLARGED PLANl lA424_R 5TH FLOOR WEST ENLARGED RCPl lA425 5TH FLOOR NORTH ENLARGED PLANl lA425_R 5TH FLOOR NORTH ENLARGED RCPl lA426 ROOF CORE ENLARGED PLANl lA427 EGRESS CORE PLANS & SECTIONSl lA428 NORTH & EAST STAIR PLANS & SECTIONSl lA501 EXTERIOR SECTION DETAILSl lA502 EXTERIOR SECTION DETAILSl lA503 EXTERIOR SECTION DETAILSl lA504 EXTERIOR SECTION DETAILSl lA505 EXTERIOR SECTION DETAILSl lA506 EXTERIOR SECTION DETAILSl lA507 EXTERIOR SECTION DETAILSl lA508 EXTERIOR SECTION DETAILSl lA509 EXTERIOR SECTION DETAILSl lA510 PLAN DETAILSl lA511 STEEL COLUMN DETAILSl lA512 ENLARGED EXTERIOR SECTION DETAILSl lA515 FACADE TRIM PROFILESlA600 TYPICAL KITCHEN AND BATH REQUIREMENTSl lA601 INTERIOR ELEVATIONS - BATHl lA602 INTERIOR ELEVATIONS - BATHl lA603 INTERIOR ELEVATIONS - BATHl lA610 INTERIOR ELEVATIONS - KITCHENSl lA611 INTERIOR ELEVATIONS - KITCHENSl lA701 INTERIOR DETAILSlA801 PARTITION SCHEDULEl lA802 PARTITION SCHEDULEl lA803 DOOR SCHEDULEl lA804 WINDOW SCHEDULEl lA805 SIGNAGE SCHEDULEl lA806 INTERIOR UNIT FINISH SCHEDULE & LEGENDSl lDRAWING INDEX12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET1111 GRADE / EARTH / BACKFILLCONCRETECONCRETE MASONRY UNITBRICK MASONRYSTEELSOLID WOODRIGID INSULATIONDIMENSIONAL LUMBERALUMINUMDIMENSIONAL WOOD BLOCKINGSTONE MASONRYNORTH ARROWELEVATIONPLAN DETAIL / SECTION DETAILBUILDING SECTIONPARTITION TYPENOTE (PLAN OR ELEVATION)WALL SECTION / SECTION DETAILINTERIOR ELEVATIONSDOOR TYPEWINDOW TYPEREVISIONSNNOTECODES, 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 FIRE-RATED ASSEMBLIES.3.ALL DISSIMILAR METALS SHALL BE EFFECTIVELY ISOLATED FROM EACH OTHER IN ORDER TO AVOID GALVANIC ACTION.APARTMENT COMPARTMENTALIZATION AND TESTING1.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 CABINETERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTIONAs indicatedABBREV. SYMBOLSNOTES UNIT SCHEDULE003Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECTDRAWING HATCH LEGENDABBREVIATIONSDRAWING SYMBOL LEGENDGENERAL NOTESUNIT MATRIXUNIT DISTRIBUTIONSCW SOLID CORE WOODSECT. SECTIONSHT. SHEETSIM. SIMILARSPECS. SPECIFICATIONSSQ. SQUARESST. STAINLESS STEELSTD. STANDARDSTL. STEELSTOR. STORAGESUSP. SUSPENDEDT TREADTEL. TELEPHONETHK. THICKT.O. TOP OFTYP. TIPYCALU.N.O. UNLESS NOTEDOTHERWISEV.C.T. VINYL COMPOSITE TILEVERT. VERTICALV.I.F. VERIFY IN FIELDW. WIDEW/ WITHWD. WOODW/O WITHOUTWP WATERPROOFWT. WEIGHTW.W.F. WELDED WIRE FABRICN.I.C. NOT IN CONTRACTNO./# NUMBERNOM. NOMINALO.C. ON CENTERO.D. OUTSIDE DIAMETERO.H. OVERHEADOPNG. OPENINGOPP. HAND OPPOSITE HANDO.D. OVERFLOW DRAINO.S. OVERFLOW SCUPPERP.L. PROPERTY LINEPL. PLATEP. LAM. PLASTIC LAMINATEPLYWD. PLYWOODPTD. PLAINTEDP.T. PRESSURE TREATEDR RISERRAD. RADIUSR.D. ROOF DRAINRE: REFER TOREINF REINFORCEDREQ'D. REQUIREDRM. ROOMR.O. ROUGH OPENINGH. HIGHHCW HOLLOW CORE WOODH.M. HOLLOW METALHORIZ. HORIZONTALHR. HOURHT. HEIGHTINSUL. INSULATIONINT. INTERIORJT. JOINTKIT. KITCHENLAV. LAVATORYLIN. LINEN CLOSETLR LIVING ROOMMAS. MASONRYMAX. MAXIMUMMECH. MECHANICALMTL. METALMFR. MANUFACTURERMIN. MINIMUMM.O. MASONRY OPENINGMTD. MOUNTEDN.A. NOT APPLICABLED DEEPDBL. DOUBLED.S. DOWNSPOUTDET. DETAILDIM. DIMENSIONDN. DOWNDR DINING ROOMDWG. DRAWINGEA. EACHE.C. EXPOSEDCONSTRUCTIONEL. ELEVATIONELEC. ELECTRICALEQ. EQUALEXIST. EXISTINGEXP. EXPANSIONEXT. EXTERIORF.E. FIRE EXTINGUISHERF.E.C. FIRE EXTINGUISHERCABINETF.F. FINISH FLOORFIXT. FIXTUREFL. FLOORFT. FOOT OR FEETGA. GAUGEGALV. GALVANIZEDGL. GLASSGYP. GYPSUM& AND@ ATCL CENTERLINEO/DIAM. DIAMETER OR ROUNDACOUS. ACOUSTICALA.D. AREA DRAINA.F.F. ABOVE FINISH FLOORALUM. ALUMINUMAPPROX. APPROXIMATEARCH. ARCHITECTURALBC. BRICK COURSINGBD, BOARDBLDG. BUILDINGBLKG. BLOCKINGB.O. BOTTOM OFBR BEDROOMCER. CERAMICCAB. CABINETCLG. CEILINGCL. CLOSETCMU CONCRETE MASONRYUNITCOL. COLUMNCONC. CONCRETECONST. CONSTRUCTIONCONT. CONTINUOUSCER. CERAMICUNIT # UNIT TYPE DESCRIPTION Unit_Kitchen_Types Unit_Bath_Types AREA301 UNIT C1 2 BR TYPE 2C TYPE 1A 746 SF302 UNIT A1 STUDIO TYPE 3A TYPE 1A 492 SF303 UNIT A2 STUDIO TYPE 3A TYPE 1A 489 SF304 UNIT A3 STUDIO TYPE 3A TYPE 1A 489 SF305 UNIT A4 STUDIO TYPE 3A TYPE 1B 520 SF306 UNIT D1 2 BR TYPE 2C TYPE 1A, TYPE 2A 961 SF307 UNIT D2 2 BR TYPE 7A TYPE 1A, TYPE 2A 950 SF308 UNIT D3 2 BR TYPE 7B TYPE 1A, TYPE 2.1A 953 SF309 UNIT B1 1 BR TYPE 2C TYPE 5B 550 SF310 UNIT D4 2 BR TYPE 4A TYPE 1C, TYPE 2B 948 SF311 UNIT A5 STUDIO TYPE 3A TYPE 1A 498 SF312 UNIT A6 STUDIO TYPE 3A TYPE 1A 492 SF313 UNIT A7 STUDIO TYPE 3A TYPE 1A 492 SF314 UNIT A6 STUDIO TYPE 3A TYPE 1A 481 SF315 UNIT A7 STUDIO TYPE 3A TYPE 1A 494 SF316 UNIT A6 STUDIO TYPE 3A TYPE 1A 497 SF317 UNIT A8 STUDIO TYPE 3A TYPE 1A 476 SF318 UNIT D5 2 BR TYPE 2C TYPE 2B, TYPE 3A 933 SF319 UNIT B2 1 BR TYPE 2A TYPE 6A 561 SF320 UNIT D6 2 BR TYPE 2B TYPE 2B, TYPE 5A 886 SF321 UNIT D7 2 BR TYPE 7C TYPE 1A, TYPE 4A 943 SF322 UNIT A13 STUDIO TYPE 3A TYPE 1A 487 SF323 UNIT A14 STUDIO TYPE 3A TYPE 1A 487 SF324 UNIT A13 STUDIO TYPE 3A TYPE 1A 489 SF325 UNIT A14 STUDIO TYPE 3A TYPE 1A 488 SF326 UNIT B3 1 BR TYPE 2C TYPE 5B 593 SF327 UNIT D8 2 BR TYPE 7D TYPE 1A, TYPE 2C 849 SF328 UNIT D9 2 BR TYPE 2C TYPE 1A, TYPE 4B 917 SF329 UNIT D10 2 BR TYPE 8A TYPE 1A, TYPE 4.1A 978 SF330 UNIT D11 2 BR TYPE 5A TYPE 2D, TYPE 5C 864 SF331 UNIT D12 2 BR TYPE 2C TYPE 1A, TYPE 2E 732 SF332 UNIT A11 STUDIO TYPE 3A TYPE 1A 492 SF333 UNIT A12 STUDIO TYPE 3A TYPE 1A 488 SF334 UNIT C2 1 BR TYPE 2C TYPE 7A 679 SFTHIRD FLOOR UNITS: 34SECOND FLOORTHRD FLOORFOURTH FLOORFIFTH FLOOR UNIT # UNIT TYPE DESCRIPTION Unit_Kitchen_Types Unit_Bath_Types AREA201 UNIT C1 2 BR TYPE 2C TYPE 1A 747 SF202 UNIT A1 STUDIO TYPE 3A TYPE 1A 492 SF203 UNIT A2 STUDIO TYPE 3A TYPE 1A 488 SF204 UNIT A3 STUDIO TYPE 3A TYPE 1A 490 SF205 UNIT A4 STUDIO TYPE 3A TYPE 1B 520 SF206 UNIT D1 2 BR TYPE 2C TYPE 1A, TYPE 2A 961 SF207 UNIT D2 2 BR TYPE 7A TYPE 1A, TYPE 2A 948 SF208 UNIT D3 2 BR TYPE 7B TYPE 1A, TYPE 2.1A 952 SF209 UNIT B1 1 BR TYPE 2C TYPE 5B 550 SF210 UNIT D4 2 BR TYPE 4A TYPE 1C, TYPE 2B 947 SF211 UNIT A5 STUDIO TYPE 3A TYPE 1A 498 SF212 UNIT A6 STUDIO TYPE 3A TYPE 1A 492 SF213 UNIT A7 STUDIO TYPE 3A TYPE 1A 492 SF214 UNIT A6 STUDIO TYPE 3A TYPE 1A 481 SF215 UNIT A7 STUDIO TYPE 3A TYPE 1A 495 SF216 UNIT A6 STUDIO TYPE 3A TYPE 1A 497 SF217 UNIT A8 STUDIO TYPE 3A TYPE 1A 476 SF218 UNIT D5 2 BR TYPE 2C TYPE 2B, TYPE 3A 932 SF219 UNIT B2 1 BR TYPE 2A TYPE 6A 561 SF220 UNIT D6 2 BR TYPE 2B TYPE 2B, TYPE 5A 886 SF221 UNIT D7 2 BR TYPE 7C TYPE 1A, TYPE 4A 943 SF222 UNIT A9 STUDIO TYPE 1A TYPE 1A 422 SF223 UNIT A10 STUDIO TYPE 1A TYPE 1A 421 SF224 UNIT A9 STUDIO TYPE 1A TYPE 1.1 424 SF225 UNIT A10 STUDIO TYPE 1A TYPE 1A 423 SF226 UNIT B3 1 BR TYPE 2C TYPE 5B 593 SF227 UNIT D8 2 BR TYPE 7D TYPE 1A, TYPE 2C 849 SF228 UNIT D9 2 BR TYPE 2C TYPE 1A, TYPE 4B 917 SF229 UNIT D10 2 BR TYPE 8A TYPE 1A, TYPE 4.1A 978 SF230 UNIT D11 2 BR TYPE 5A TYPE 2D, TYPE 5C 863 SF231 UNIT D12 2 BR TYPE 2C TYPE 1A, TYPE 2E 732 SF232 UNIT A11 STUDIO TYPE 3A TYPE 1A 492 SF233 UNIT A12 STUDIO TYPE 3A TYPE 1A 488 SF234 UNIT C2 1 BR TYPE 2C TYPE 7A 678 SFSECOND FLOOR UNITS: 34UNIT # UNIT TYPE DESCRIPTION Unit_Kitchen_Types Unit_Bath_Types AREA401 UNIT C1 2 BR TYPE 2C TYPE 1A 746 SF402 UNIT A1 STUDIO TYPE 3A TYPE 1A 492 SF403 UNIT A2 STUDIO TYPE 3A TYPE 1A 489 SF404 UNIT A3 STUDIO TYPE 3A TYPE 1A 489 SF405 UNIT A4 STUDIO TYPE 3A TYPE 1B 520 SF406 UNIT D1 2 BR TYPE 2C TYPE 1A, TYPE 2A 961 SF407 UNIT D2 2 BR TYPE 7A TYPE 1A, TYPE 2A 950 SF408 UNIT D3 2 BR TYPE 7B TYPE 1A, TYPE 2.1A 953 SF409 UNIT B1 1 BR TYPE 2C TYPE 5B 550 SF410 UNIT D4 2 BR TYPE 4A TYPE 1C, TYPE 2B 948 SF411 UNIT A5 STUDIO TYPE 3A TYPE 1A 498 SF412 UNIT A6 STUDIO TYPE 3A TYPE 1A 492 SF413 UNIT A7 STUDIO TYPE 3A TYPE 1A 492 SF414 UNIT A6 STUDIO TYPE 3A TYPE 1A 481 SF415 UNIT A7 STUDIO TYPE 3A TYPE 1A 494 SF416 UNIT A6 STUDIO TYPE 3A TYPE 1A 497 SF417 UNIT A8 STUDIO TYPE 3A TYPE 1A 476 SF418 UNIT D5 2 BR TYPE 2C TYPE 2B, TYPE 3A 934 SF420 UNIT D13 2 BR TYPE 6A TYPE 1A, TYPE 2B 993 SF422 UNIT B4 1 BR TYPE 7E TYPE 1D 788 SF423 UNIT A15 STUDIO TYPE 3A TYPE 1A 480 SF424 UNIT A13 STUDIO TYPE 3A TYPE 1A 489 SF425 UNIT A14 STUDIO TYPE 3A TYPE 1A 488 SF426 UNIT B3 1 BR TYPE 2C TYPE 5B 593 SF427 UNIT D8 2 BR TYPE 7D TYPE 1A, TYPE 2C 849 SF428 UNIT D9 2 BR TYPE 2C TYPE 1A, TYPE 4B 917 SF429 UNIT D10 2 BR TYPE 8A TYPE 1A, TYPE 4.1A 978 SF430 UNIT D11 2 BR TYPE 5A TYPE 2D, TYPE 5C 863 SF431 UNIT D12 2 BR TYPE 2C TYPE 1A, TYPE 2E 732 SF432 UNIT A11 STUDIO TYPE 3A TYPE 1A 492 SF433 UNIT A12 STUDIO TYPE 3A TYPE 1A 488 SF434 UNIT C2 1 BR TYPE 2C TYPE 7A 679 SFFOURTH FLOOR UNITS: 32UNIT # UNIT TYPE DESCRIPTION Unit_Kitchen_Types Unit_Bath_Types AREA501 UNIT C1 2 BR TYPE 2C TYPE 1A 746 SF502 UNIT A1 STUDIO TYPE 3A TYPE 1A 492 SF503 UNIT A2 STUDIO TYPE 3A TYPE 1A 489 SF504 UNIT A3 STUDIO TYPE 3A TYPE 1A 489 SF505 UNIT A4 STUDIO TYPE 3A TYPE 1B 520 SF506 UNIT D1 2 BR TYPE 2C TYPE 1A, TYPE 2A 961 SF507 UNIT D2 2 BR TYPE 7A TYPE 1A, TYPE 2A 950 SF508 UNIT D3 2 BR TYPE 7B TYPE 1A, TYPE 2.1A 953 SF509 UNIT B1 1 BR TYPE 2C TYPE 5B 550 SF510 UNIT D4 2 BR TYPE 4A TYPE 1C, TYPE 2B 941 SF511 UNIT A5 STUDIO TYPE 3A TYPE 1A 496 SF512 UNIT A6 STUDIO TYPE 3A TYPE 1A 492 SF513 UNIT A7 STUDIO TYPE 3A TYPE 1A 492 SF514 UNIT A6 STUDIO TYPE 3A TYPE 1A 481 SF515 UNIT A7 STUDIO TYPE 3A TYPE 1A 492 SF516 UNIT A6 STUDIO TYPE 3A TYPE 1A 495 SF517 UNIT A8 STUDIO TYPE 3A TYPE 1A 474 SF518 UNIT D5 2 BR TYPE 2C TYPE 2B, TYPE 3A 934 SF520 UNIT D13 2 BR TYPE 6A TYPE 1A, TYPE 2B 993 SF522 UNIT B4 1 BR TYPE 7E TYPE 1D 788 SF523 UNIT A15 STUDIO TYPE 3A TYPE 1A 480 SF524 UNIT A13 STUDIO TYPE 3A TYPE 1A 489 SF525 UNIT A14 STUDIO TYPE 3A TYPE 1A 488 SF527 UNIT D14 2 BR TYPE 8B TYPE 1A, TYPE 4.1A 1024 SF530 UNIT B5 1 BR TYPE 8C TYPE 1A 587 SF531 UNIT D12 2 BR TYPE 2C TYPE 1A, TYPE 2E 732 SF532 UNIT A11 STUDIO TYPE 3A TYPE 1A 492 SF533 UNIT A12 STUDIO TYPE 3A TYPE 1A 488 SF534 UNIT C2 1 BR TYPE 2C TYPE 7A 677 SFFIFTH FLOOR UNITS: 29UNIT TYPE # OF UNITS1 BR 162 BR 47STUDIO 66TOTAL # OF UNITS: 129Unit Type Space Area501UNIT C1 BEDROOM 145 SFUNIT C1 BEDROOM 2 82 SFUNIT C1 LIVING/DINING 236 SF463 SF502UNIT A1 STUDIO 272 SF272 SF503UNIT A2 STUDIO 271 SF271 SF504UNIT A3 STUDIO 271 SF271 SF505UNIT A4 STUDIO 346 SF346 SF506UNIT D1 BEDROOM 2 129 SFUNIT D1 BEDROOM 154 SFUNIT D1 LIVING/DINING 327 SF611 SF507UNIT D2 LIVING/DINING 216 SFUNIT D2 BEDROOM 2 129 SFUNIT D2 BEDROOM 150 SF496 SF508UNIT D3 BEDROOM 162 SFUNIT D3 LIVING/DINING 225 SFUNIT D3 BEDROOM 2 119 SF506 SF509UNIT B1 BEDROOM 161 SFUNIT B1 LIVING/DINING 192 SF353 SF510UNIT D4 BEDROOM 146 SFUNIT D4 LIVING/DINING 271 SFUNIT D4 BEDROOM 2 134 SF551 SF511UNIT A5 STUDIO 268 SF268 SF512UNIT A6 STUDIO 279 SF279 SF513UNIT A7 STUDIO 271 SF271 SF514UNIT A6 STUDIO 269 SF269 SF515UNIT A7 STUDIO 272 SF272 SF516UNIT A6 STUDIO 280 SF280 SF517UNIT A8 STUDIO 257 SF257 SF518UNIT D5 LIVING/DINING 375 SFUNIT D5 BEDROOM 2 120 SFUNIT D5 BEDROOM 136 SF631 SF520UNIT D13 BEDROOM 2 158 SFUNIT D13 BEDROOM 152 SFUNIT D13 LIVING/DINING 266 SF576 SF522UNIT B4 BEDROOM 120 SFUNIT B4 LIVING/DINING 271 SF390 SF523UNIT A15 STUDIO 260 SF260 SF524UNIT A13 STUDIO 268 SF268 SF525UNIT A14 STUDIO 267 SF267 SF527UNIT D14 BEDROOM 166 SFUNIT D14 BEDROOM 2 125 SFUNIT D14 LIVING/DINING 295 SF586 SF530UNIT B5 BEDROOM 142 SFUNIT B5 LIVING/DINING 189 SF331 SF531UNIT D12 BEDROOM 124 SFUNIT D12 BEDROOM 2 134 SFUNIT D12 LIVING/DINING 206 SF465 SF532UNIT A11 STUDIO 271 SF271 SF533UNIT A12 STUDIO 268 SF268 SF534UNIT C2 BEDROOM 128 SFUNIT C2 LIVING/DINING 261 SF389 SFUnit Type Space Area401UNIT C1 BEDROOM 145 SFUNIT C1 BEDROOM 2 82 SFUNIT C1 LIVING/DINING 236 SF463 SF402UNIT A1 STUDIO 272 SF272 SF403UNIT A2 STUDIO 271 SF271 SF404UNIT A3 STUDIO 271 SF271 SF405UNIT A4 STUDIO 346 SF346 SF406UNIT D1 BEDROOM 2 129 SFUNIT D1 BEDROOM 154 SFUNIT D1 LIVING/DINING 327 SF611 SF407UNIT D2 LIVING/DINING 216 SFUNIT D2 BEDROOM 2 129 SFUNIT D2 BEDROOM 150 SF496 SF408UNIT D3 BEDROOM 162 SFUNIT D3 LIVING/DINING 225 SFUNIT D3 BEDROOM 2 119 SF506 SF409UNIT B1 BEDROOM 161 SFUNIT B1 LIVING/DINING 192 SF353 SF410UNIT D4 BEDROOM 146 SFUNIT D4 LIVING/DINING 271 SFUNIT D4 BEDROOM 2 134 SF551 SF411UNIT A5 STUDIO 268 SF268 SF412UNIT A6 STUDIO 279 SF279 SF413UNIT A7 STUDIO 271 SF271 SF414UNIT A6 STUDIO 269 SF269 SF415UNIT A7 STUDIO 272 SF272 SF416UNIT A6 STUDIO 280 SF280 SF417UNIT A8 STUDIO 257 SF257 SF418UNIT D5 LIVING/DINING 375 SFUNIT D5 BEDROOM 2 120 SFUNIT D5 BEDROOM 136 SF631 SF420UNIT D13 BEDROOM 2 158 SFUNIT D13 BEDROOM 152 SFUNIT D13 LIVING/DINING 266 SF576 SF422UNIT B4 BEDROOM 120 SFUNIT B4 LIVING/DINING 271 SF390 SF423UNIT A15 STUDIO 260 SF260 SF424UNIT A13 STUDIO 268 SF268 SF425UNIT A14 STUDIO 267 SF267 SF426UNIT B3 BEDROOM 165 SFUNIT B3 LIVING/DINING 196 SF361 SF427UNIT D7 LIVING/DINING 228 SFUNIT D8 BEDROOM 137 SFUNIT D8 BEDROOM 2 131 SF496 SF428UNIT D9 BEDROOM 142 SFUNIT D9 BEDROOM 2 117 SFUNIT D9 LIVING/DINING 278 SF537 SF429UNIT D10 BEDROOM 142 SFUNIT D10 BEDROOM 2 126 SFUNIT D10 LIVING/DINING 257 SF525 SF430UNIT D11 BEDROOM 140 SFUNIT D11 BEDROOM 2 151 SFUNIT D11 LIVING/DINING 211 SF502 SF431UNIT D12 BEDROOM 124 SFUNIT D12 BEDROOM 2 134 SFUNIT D12 LIVING/DINING 206 SF465 SF432UNIT A11 STUDIO 271 SF271 SF433UNIT A12 STUDIO 268 SF268 SF434UNIT C2 BEDROOM 127 SFUNIT C2 LIVING/DINING 261 SF388 SFUnit Type Space Area301UNIT C1 BEDROOM 145 SFUNIT C1 BEDROOM 2 82 SFUNIT C1 LIVING/DINING 236 SF463 SF302UNIT A1 STUDIO 272 SF272 SF303UNIT A2 STUDIO 271 SF271 SF304UNIT A3 STUDIO 271 SF271 SF305UNIT A4 STUDIO 346 SF346 SF306UNIT D1 BEDROOM 2 129 SFUNIT D1 BEDROOM 154 SFUNIT D1 LIVING/DINING 327 SF611 SF307UNIT D2 LIVING/DINING 216 SFUNIT D2 BEDROOM 2 129 SFUNIT D2 BEDROOM 150 SF496 SF308UNIT D3 BEDROOM 162 SFUNIT D3 BEDROOM 2 119 SFUNIT D3 LIVING/DINING 225 SF506 SF309UNIT B1 BEDROOM 161 SFUNIT B1 LIVING/DINING 192 SF353 SF310UNIT D4 BEDROOM 146 SFUNIT D4 LIVING/DINING 271 SFUNIT D4 BEDROOM 2 134 SF551 SF311UNIT A5 STUDIO 268 SF268 SF312UNIT A6 STUDIO 279 SF279 SF313UNIT A7 STUDIO 271 SF271 SF314UNIT A6 STUDIO 269 SF269 SF315UNIT A7 STUDIO 272 SF272 SF316UNIT A6 STUDIO 280 SF280 SF317UNIT A8 STUDIO 257 SF257 SF318UNIT D5 LIVING/DINING 375 SFUNIT D5 BEDROOM 2 120 SFUNIT D5 BEDROOM 136 SF631 SF319UNIT B2 BEDROOM 125 SFUNIT B2 LIVING/DINING 177 SF302 SF320UNIT D6 BEDROOM 2 120 SFUNIT D6 BEDROOM 125 SFUNIT D6 LIVING/DINING 248 SF493 SF321UNIT D7 LIVING/DINING 218 SFUNIT D7 BEDROOM 2 112 SFUNIT D7 BEDROOM 167 SF496 SF322UNIT A13 STUDIO 265 SF265 SF323UNIT A14 STUDIO 266 SF266 SF324UNIT A13 STUDIO 268 SF268 SF325UNIT A14 STUDIO 267 SF267 SF326UNIT B3 BEDROOM 166 SFUNIT B3 LIVING/DINING 196 SF361 SF327UNIT D8 BEDROOM 137 SFUNIT D8 BEDROOM 2 131 SFUNIT D8 LIVING ROOM 228 SF496 SF328UNIT D9 BEDROOM 142 SFUNIT D9 BEDROOM 2 117 SFUNIT D9 LIVING/DINING 278 SF537 SF329UNIT D10 BEDROOM 142 SFUNIT D10 BEDROOM 2 126 SFUNIT D10 LIVING/DINING 257 SF526 SF330UNIT D11 BEDROOM 140 SFUNIT D11 BEDROOM 2 151 SFUNIT D11 LIVING/DINING 211 SF502 SF331UNIT D12 BEDROOM 124 SFUNIT D12 BEDROOM 2 134 SFUNIT D12 LIVING/DINING 206 SF465 SF332UNIT A11 STUDIO 271 SF271 SF333UNIT A12 STUDIO 268 SF268 SF334UNIT C2 BEDROOM 127 SFUNIT C2 LIVING/DINING 261 SF388 SFUnit Type Space Area201UNIT C1 BEDROOM 145 SFUNIT C1 BEDROOM 2 82 SFUNIT C1 LIVING/DINING 236 SF463 SF202UNIT A1 STUDIO 272 SF272 SF203UNIT A2 STUDIO 271 SF271 SF204UNIT A3 STUDIO 271 SF271 SF205UNIT A4 STUDIO 346 SF346 SF206UNIT D1 BEDROOM 2 129 SFUNIT D1 BEDROOM 154 SFUNIT D1 LIVING/DINING 327 SF611 SF207UNIT D2 LIVING/DINING 216 SFUNIT D2 BEDROOM 2 129 SFUNIT D2 BEDROOM 150 SF496 SF208UNIT D3 BEDROOM 162 SFUNIT D3 BEDROOM 2 120 SFUNIT D3 LIVING/DINING 225 SF507 SF209UNIT B1 BEDROOM 161 SFUNIT B1 LIVING/DINING 192 SF353 SF210UNIT D4 BEDROOM 146 SFUNIT D4 LIVING/DINING 271 SFUNIT D4 BEDROOM 2 134 SF551 SF211UNIT A5 STUDIO 265 SF265 SF212UNIT A6 STUDIO 267 SF267 SF213UNIT A7 STUDIO 268 SF268 SF214UNIT A6 STUDIO 257 SF257 SF215UNIT A7 STUDIO 268 SF268 SF216UNIT A6 STUDIO 268 SF268 SF217UNIT A8 STUDIO 258 SF258 SF218UNIT D5 LIVING/DINING 375 SFUNIT D5 BEDROOM 2 120 SFUNIT D5 BEDROOM 136 SF631 SF219UNIT B2 BEDROOM 125 SFUNIT B2 LIVING/DINING 177 SF302 SF220UNIT D6 BEDROOM 2 120 SFUNIT D6 BEDROOM 125 SFUNIT D6 LIVING/DINING 248 SF493 SF221UNIT D7 LIVING/DINING 220 SFUNIT D7 BEDROOM 2 112 SFUNIT D7 BEDROOM 167 SF499 SF222UNIT A9 STUDIO 225 SF225 SF223UNIT A10 STUDIO 227 SF227 SF224UNIT A9 STUDIO 228 SF228 SF225UNIT A10 STUDIO 228 SF228 SF226UNIT B3 BEDROOM 166 SFUNIT B3 LIVING/DINING 196 SF361 SF227UNIT D8 BEDROOM 137 SFUNIT D8 BEDROOM 2 131 SFUNIT D8 LIVING ROOM 228 SF496 SF228UNIT D9 BEDROOM 142 SFUNIT D9 BEDROOM 2 117 SFUNIT D9 LIVING/DINING 278 SF537 SF229UNIT D10 BEDROOM 142 SFUNIT D10 BEDROOM 2 126 SFUNIT D10 LIVING/DINING 257 SF526 SF230UNIT D11 BEDROOM 140 SFUNIT D11 BEDROOM 2 151 SFUNIT D11 LIVING/DINING 211 SF502 SF231UNIT D12 BEDROOM 125 SFUNIT D12 BEDROOM 2 134 SFUNIT D12 LIVING ROOM 207 SF465 SF232UNIT A11 STUDIO 271 SF271 SF233UNIT A12 STUDIO 269 SF269 SF234UNIT C2 BEDROOM 127 SFUNIT C2 LIVING/DINING 261 SF388 SFUNIT HABITABLE SPACE MATRIX12054012054012054012021312021012.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTIONCODES004Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT713.5Shaft enclosures shall be constructed as fire barriers in accordance with Section 707 or horizontal assemblies constructed in accordance withSection 711, or both, and shall have continuity in accordance with Section 707.5 for fire barriers or Section 711.2.2 for horizontal assemblies, asapplicable.713.4 Shaft enclosures shall have a fire-resistance rating of not less than 2 hours where connecting four stories or more.713.2Shaft enclosures shall be constructed as fire barriers in accordance with Section 707 or horizontal assemblies in accordance with Section 711, orboth.711.2.4.3Horizontal assemblies serving as dwelling or sleeping unit separations in accordance with Section 420.3 shall be not less than 1-hourfire-resistance-rated construction.711.2.4 The fire-resistance rating of horizontal assemblies shall be not less than that required by the building type of construction.711.2.3 The 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 712.708.4.1The supporting construction for a fire partition shall have a fire-resistance rating that is equal to or greater than the required fire-resistance ratingof the supported fire partition.708.4Fire 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 firepartition.708.3Fire 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 1020.1.707.9The voids created at the intersection of a fire barrier and a nonfire-resistance-rated roof assembly or a nonfire-resistance-rated exterior wallassembly 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 itsentire length so as not to dislodge, loosen or otherwise impair its ability to accommodate expected building movements and to retard the passageof fire and hot gases.707.6Openings in a fire barrier shall be protected in accordance with Section 716. Openings shall be limited to a maximum aggregate width of 25percent of the length of the wall, and the maximum area of any single opening shall not exceed 156 square feet (15 m2). Openings in enclosuresfor exit access stairways and ramps, interior exit stairways and ramps and exit passageways shall also comply with Sections 1019, 1023.4 and1024.5, respectively.707.5.1The supporting construction for a fire barrier shall be protected to afford the required fire-resistance rating of the fire barrier supported. Hollowvertical spaces within a fire barrier shall be fireblocked in accordance with Section 718.2 at every floor level.707.5Fire 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 deckabove and shall be securely attached thereto. Such fire barriers shall be continuous through concealed space, such as the space above asuspended ceiling. Joints and voids at intersections shall comply with Sections 707.8 and 707.9.707Fire Barriers, 2 hour rated, are required for enclosures.Shaft Enclosures: Refer to Section 713.4Interior Exit Stairways: Refer to Section 1023.1Exit Passageways: Refer to Section 1024.3Mixed Occupancies Separations: Refer to Section 508.4Incidental Uses: Refer to Section 509705.2.3Balconies and similar projections of combustible construction other than fire-retardant-treated wood shall be fire-resistance rated where requiredby 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 guardcomponents 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 requiredto 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.705.2Cornices, eave overhangs, exterior balconies and similar projections extending beyond the exterior wall shall conform to the requirements of thissection and Section 1405.705.11Parapets 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.705.9.1The void created at the intersection of a floor/ceiling assembly and an exterior curtain wall assembly shall be protected in accordance with Section715.4.705.9Joints 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.705.8.5Vertical separation of openings.Exception 2:This section shall not apply to buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1or 903.3.1.2.705.8Maxiumum Area of Wall Openings - NFPA13 Sprinklered Buildings0 to 3ft = openings not permitted; 3 to <5ft = 15%; 5 to <10ft = 25%; 10 to <15ft = 45%; 15 to <20ft = 75%; ≥20ft = UnlimitedException 2: Buildings whose exterior bearing walls, exterior nonbearing walls and exterior primary structural frame are not required to befire-resistance rated shall be permitted to have unlimited unprotected openings.704.11Fire protection is not required at the bottom flange of lintels, shelf angles and plates, spanning not more than 6 feet 4 inches (1931 mm) whetherpart of the primary structural frame or not, and from the bottom flange of lintels, shelf angles and plates not part of the structural frame, regardlessof span.602Fire 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 hoursException: Open parking garages complying with Section 406 shall not be required to have a fire-resistance rating.601Fire Resistance Ratings of Building Elements:Level 1 (Type IA):Primary Structural Frame, Bearing Walls, Roof Construction = 3 hoursFloor Construction = 2 hoursNon-bearing Walls-Exterior: See 602 for exterior wall requirementsNon-bearing Walls-Interior = 0 hoursLevels 2-5 (Type VA):Primary Structural Frame, Bearing Walls, Floor/Roof Construction = 1 hourNon-bearing Walls-Exterior: See 602 for exterior wall requirementsNon-bearing Walls-Interior = 0 hours510.7.1Fire barriers constructed in accordance with Section 707 or horizontal assemblies constructed in accordance with Section 711 between theparking occupancy and the upper occupancy shall correspond to the required fire-resistance rating prescribed in Table 508.4 for the usesinvolved. The type of construction shall apply to each occupancy individually, except that structural members which are necessary to support theupper 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 havingnot less than a 2-hour fire-resistance rating as required by Section 707 with self-closing doors complying with Section 716 or horizontalassemblies 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 406.5.510.7Open 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 theupper occupancy(70ft, 4 stories, 48,000ft² per floor). The height, in both feet and stories, of the portion of the building above the open parkinggarage shall be measured from grade plane and shall include both the open parking garage and the portion of the building above the parkinggarage.510.4Where a maximum one story above grade plane Group S-2 parking garage of Type I construction is provided under a building of Group R, thenumber of stories to be used in determining the minimum type of construction shall be measured from the floor above such a parking area. Thefloor assembly between the parking garage and the Group R above shall comply with the type of construction required for the parking garage andshall also provide a fire-resistance rating not less than the mixed occupancy separation required in Section 508.4.510.2Type IA construction at first floor is considered as separate and distinct building from the four levels of Type VA above for the purpose ofdetermining area limitations, continuity of fire wall, limitation of number of stories and type of construction, and the two are separated with ahorizontal assembly having a fire-resistance rating of not less than 3 hours. Shafts are fire-resistance rated not less than 2 hours.508.4Separation of Occupancies:R-2 & A-3 = 1 hour (sprinklered)R-2 & M = 1 hour (sprinklered)R-2 & S-2 = 1 hour (sprinklered)508.2.4No separation is required between accessory occupancies and the main occupancy. Exception 2: Group R-2 dwelling units and sleeping unitsshall be separated from other dwelling or sleeping units and from accessory occupancies contiguous to them in accordance with the requirementsof Section 420. (1hr fire partion, per Section 708.3)508.2.3 Aggregate accessory occupancies shall not occupy more than 10 percent of the floor area of the story in which they are located.504.3,504.4,506.2Occupancy Classification = R2; Type of Construction = VA; S = Buildings equipped throughout with an automatic sprinkler system installed inaccordance with Section 903.3.1.1; Allowable Building Height = 70ft, Max. 4 Stories; Allowable Area per floor = 48,000ft²503.1.4Exception 1: The occupancy located on an occupied roof shall not be limited to the occupancies allowed on the story immediately below the roofwhere the building is equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1 and occupant notification inaccordance with Section 907.5 is provided in the area of the occupied roof.502.1Approved address identification shall be provided, shall be legible and placed in a position that is visible from the street or road fronting theproperty. 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.420.9In Group R occupancies, cooking appliances used for domestic cooking operations shall be in accordance with Section 917.2 of the MechanicalCode of New York State.420.5Fire alarm systems and smoke alarms shall be provided in R-2 occupancies in accordance with Section 907.2.9. Single- or multiple-station smokealarms shall be provided in Groups R-2 in accordance with Section 907.2.10.420.4Group R occupancies shall be equipped throughout with an automatic sprinkler system in accordance with Section 903.2.8. Quick-response orresidential automatic sprinklers shall be installed in accordance with Section 903.3.2.420.3Floor assemblies separating dwelling units in the same buildings, floor assemblies separating sleeping units in the same building and floorassemblies separating dwelling or sleeping units from other occupancies contiguous to them in the same building shall be constructed ashorizontal assemblies in accordance with Section 711.420.2Walls separating dwelling units in the same building, walls separating sleeping units in the same building and walls separating dwelling or sleepingunits from other occupancies contiguous to them in the same building shall be constructed as fire partitions in accordance with Section 708.406.5.8 An open parking garage shall be equipped with a standpipe system as required by Section 905.3.406.5.4 Open Parking Garage, Type IA : max area = unlimited; max. height = unlimited406.5.2For natural ventilation purposes, the exterior side of the structure shall have uniformly distributed openings on two or more sides. The area of suchopenings 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 theopenings considered to be providing natural ventilation shall be not less than 40 percent of the perimeter of the tier. Interior walls shall be not lessthan 20 percent open with uniformly distributed openings.Exception: Openings are not required to be distributed over 40 percent of the buildingperimeter where the required openings are uniformly distributed over two opposing sides of the building.406.5.1 Open parking garages shall be of Type I construction. Open parking garages shall meet the design requirements of Chapter 16.406.2.3Where parking is provided, accessible parking spaces, access aisles and vehicular routes serving accessible parking shall be provided inaccordance with Section 1106.406.2.2 The clear height of each floor level in vehicle and pedestrian traffic areas shall be 7ft minimum.311.3 Parking S2 Use Group (Level 1)310.3,303.1.2Residential R2 Use Group (Levels 2-5)304.1,309.1Business B, Mercantile M (Level 1)303.3 Assembly A-2 (Level 1)SECTION 2020 BUILIDNG CODE OF NEW YORK STATEThe 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 1level Type IA podium, at grade. The First floor will include retail, open parking, residential lobby and amenity spaces. The Second, Third andFourth floors will include residential units. The Fifth floor will include residential units and a roof terrace.2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE2020 FIRE CODE OF NEW YORK STATE2017 NATIONAL ELECTRICAL CODE2020 PLUMBING CODE OF NEW YORK STATE2020 MECHANICAL CODE OF NEW YORK STATEACCESSIBLE AND USABLE BUILDINGS AND FACILITIES - ICC A117.1 20092020 BUILDING CODE OF NEW YORK STATE1005.5Where 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 oneexit, or access to one exit, shall not reduce the available capacity or width to less than 50 percent of the required capacity or width.1005.3.2Exception 1: For other than Group H and I-2 occupancies, the capacity, in inches, of means of egress components other than stairways shall becalculated 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 inbuildings equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1 and an emergency voice/alarmcommunication system in accordance with Section 907.5.2.2.1005.3.1Exception 1: For other than Group H and I-2 occupancies, the capacity, in inches, of means of egress stairways shall be calculated by multiplyingthe occupant load served by such stairways by a means of egress capacity factor of 0.2 inch (5.1 mm) per occupant in buildings equippedthroughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1 and an emergency voice/alarm communicationsystem in accordance with Section 907.5.2.2.1004.9Every room or space that is an assembly occupancy shall have the occupant load of the room or space posted in a conspicuous place, near themain exit or exit access doorway from the room or space, for the intended configurations. Posted signs shall be of an approved permanent design.1004.7Yards, patios, occupied roofs, courts and similar outdoor areas accessible to and usable by the building occupants shall be provided with meansof egress as required by this chapter. The occupant load of such outdoor areas shall be assigned by the building official in accordance with theanticipated use. Where outdoor areas are to be used by persons in addition to the occupants of the building, and the path of egress travel fromthe outdoor areas passes through the building, means of egress requirements for the building shall be based on the sum of the occupant loads ofthe 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-2.1004.5Occupant Loads:Assembly(unconcentrated) - 15ft² (net)Business - 150ft²Exercise Rooms - 50ft²Mechanical Equipment - 300ft²Mercantile - 60ft²Parking Garages - 200ft²Residential - 200ft²Storage - 300ft²1003.5Where changes in elevation of less than 12 inches exist in the means of egress, sloped surfaces shall be used. Where the slope is greater thanone unit vertical in 20 units horizontal (5-percent slope), ramps complying with Section 1012 shall be used. Where the difference in elevation is 6inches 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 exteriordoors 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 andtreads comply with Section 1011.5, the minimum depth of the tread is 13 inches and not less than one handrail complying with Section 1014 isprovided within 30 inches of the centerline of the normal path of egress travel on the stair.1003.3.4 Protruding objects shall not reduce the minimum clear width of accessible routes.1003.3.3Objects with leading edges more than 27 inches and not more than 80 inches above the finished floor shall not project horizontally more than 4inches (102 mm) into the circulation path.Exception: Handrails are permitted to protrude 41/2 inches from the wall or guard.1003.3.1Protruding 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 ceilingarea 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 leadingedge of such a barrier shall be located 27 inches maximum above the finished floor.1003.2The 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...915.1Carbon monoxide alarms and carbon monoxide detection shall be installed in new and existing buildings in accordance with Section 915 of theFire Code of New York State.912.6The potable water supply to automatic sprinkler and standpipe systems shall be protected against backflow as required by the Plumbing Code ofNew York State.912.5A metal sign with raised letters not less than 1 inch (25 mm) in size shall be mounted on all fire department connections serving automaticsprinklers, standpipes or fire pump connections. Such signs shall read: AUTOMATIC SPRINKLERS or STANDPIPES or TEST CONNECTION ora combination thereof as applicable. Where the fire department connection does not serve the entire building, a sign shall be provided indicatingthe portions of the building served.912 Fire department connections required.907.5.2.3.3In Group R-2 occupancies required by Section 907 to have a fire alarm system, each story that contains dwelling units and sleeping units shall beprovided with the capability to support visible alarm notification appliances in accordance with Chapter 10 of ICC A117.1. Such capability shallaccommodate 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.907.5.2.3.1 Visible alarm notification appliances shall be provided in public use areas and common use areas.907.5.2.1Audible 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 firealarm.907.5A fire alarm system shall annunciate at the fire alarm control unit and shall initiate occupant notification upon activation, in accordance withSections 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 systems907.3Automatic fire detectors utilized for the purpose of performing fire safety functions shall be connected to the building’s fire alarm control unit wherea fire alarm system is required by Section 907.2. Detectors shall, upon actuation, perform the intended function and activate the alarm notificationappliances 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 shallbe located in accordance with NFPA 72.907.2.10.5Where more than one smoke alarm is required to be installed within an individual dwelling unit or sleeping unit in Group R occupancies, thesmoke 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 ofone alarm. The alarm shall be clearly audible in all bedrooms over background noise levels with all intervening doors closed.907.2.10.2 Single- or multiple-station smoke alarms shall be installed and maintained in Groups R-2907.2.9.1Exception 2: Manual fire alarm boxes are not required where the building is equipped throughout with an automatic sprinkler system installed inaccordance with Section 903.3.1.1 and the occupant notification appliances will automatically activate throughout the notification zones upon asprinkler water flow.907.2 Manual fire alarm box is not required for R-2 occupancies906.3 Maximum distance of travel to extinguisher = 75ft905.3.1 Exception 1: Class I standpipes allowed in buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1903.3.1.1 NFPA13 sprinkler system required.903.2.8 An automatic sprinkler system installed in accordance with Section 903.3 shall be provided throughout all buildings with a Group R fire area.901.6.2 Fire alarm system required.901.6.3 Fire alarm systems shall be monitored by an approved supervising station in accordance with NFPA 72901.6.1 Automatic sprinkler systems shall be monitored by an approved supervising station.804.4.1In all occupancies, interior floor covering materials shall comply with the requirements of the DOC FF-1 “pill test” (CPSC 16 CFR Part 1630) orwith ASTM D2859.803.13Interior wall and ceiling finish requirements by occupancy:Groups B & M: Exit Enclosures & Passageways = B, Corridors & Enclosed Spaces = CGroups R-2 & S: Exit Enclosures & Passageways = C, Corridors & Enclosed Spaces = C718.2.6Fireblocking shall be installed within concealed spaces of exterior wall coverings and other exterior architectural elements where permitted to beof combustible construction as specified in Section 1405 or where erected with combustible frames. Fireblocking shall be installed at maximumintervals 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 wallcovering 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 acceptancecriteria of, NFPA 285. The exterior wall covering shall be installed as tested in accordance with NFPA 285.718.2.4Fireblocking shall be provided in concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairwaysshall comply with Section 1011.7.3.718.2.3Fireblocking shall be provided at interconnections between concealed vertical stud wall or partition spaces and concealed horizontal spacescreated 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.718.2.2Fireblocking shall be provided in concealed spaces of stud walls and partitions, including furred spaces, and parallel rows of studs or staggeredstuds, as follows: Vertically at the ceiling and floor levels & horizontally at intervals not exceeding 10 feet.718.2In combustible construction, fireblocking shall be installed to cut off concealed draft openings (both vertical and horizontal) and shall form aneffective barrier between floors, between a top story and a roof or attic space. Fireblocking shall be installed in the locations specified in Sections718.2.2 through 718.2.7.716.2.2.6Smoke activated doors: shall be permitted to have hold-open devices. Doors shall automatically close by the actuation of smoke detectorsinstalled in accordance with Section 907.3 or by loss of power to the smoke detector or hold-open device. Doors that are automatic-closing bysmoke detection shall not have more than a 10-second delay before the door starts to close after the smoke detector is actuated.716.2.6.3 Chute intake doors shall be positive latching, remaining latched and closed in the event of latch spring failure during a fire emergency.716.2.6.2Unless otherwise specifically permitted, single side-hinged swinging fire doors and both leaves of pairs of side-hinged swinging fire doors shall beprovided with an active latch bolt that will secure the door when it is closed.716.1Openings 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(Horizontalassemblies)Through penetrations shall be protected by an approved through-penetration firestop system installed and tested in accordance with ASTM E814or 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 lessthan 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 notrequire a T rating.3.Floor penetrations of maximum 4-inch nominal diameter metal conduit or tubing penetrating directly into metal-enclosed electrical powerswitchgear do not require a T rating.714.4.1.2(Fire-resistance-rate...Through penetrations shall be protected by an approved penetration firestop system installed as tested in accordance with ASTM E814 or UL1479, 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 requiredfire-resistance rating of the wall penetrated.713.14 Elevator and other hoistway enclosures shall be constructed in accordance with Sections 712 and 713, and Chapter 30.713.13.4Waste chutes shall discharge into an enclosed room separated by fire barriers with a fire-resistance rating not less than the required fire rating ofthe 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 ratingequal to the protection required for the shaft enclosure. Doors shall be self- or automatic-closing upon the detection of smoke in accordance withSection 716.2.6.6.713.13.3Access openings for waste chutes shall be located in rooms or compartments enclosed by not less than 1-hour fire barriers constructed inaccordance with Section 707 or horizontal assemblies constructed in accordance with Section 711, or both. Openings into the access rooms shallbe protected by opening protectives having a fire protection rating of not less than 3/4 hour. Doors shall be self- or automatic-closing upon thedetection 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 orcompartment to close and latch with the access panel to the refuse chute in any position.713.13.1A shaft enclosure containing a recycling or waste chute shall not be used for any other purpose and shall be enclosed in accordance with Section713.4. A shaft enclosure shall be permitted to contain recycling and waste chutes. Openings into the shaft, from access rooms and dischargerooms, shall be protected in accordance with this section and Section 716. Openings into chutes shall not be located in corridors. Doors intochutes shall be self-closing. Discharge doors shall be self-or automatic-closing upon the actuation of a smoke detector in accordance with Section716.2.6.6, except that heat-activated closing devices shall be permitted between the shaft and the discharge room.713.7Openings in a shaft enclosure shall be protected in accordance with Section 716 as required for fire barriers. Doors shall be self- orautomatic-closing by smoke detection in accordance with Section 716.2.6.6.SECTION1013.3Exit signs shall be internally or externally illuminated.Exception: Tactile signs required by Section 1013.4 need not be provided with illumination.1013.1Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. The path of egress travelto 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 thepath of egress travel is not immediately visible to the occupants. Intervening means of egress doors within exits shall be marked by exit signs. Exitsign 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 viewingdistance 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 buildingofficial.3.Exit signs are not required individual sleeping units or dwelling units in Group R-2.1012.10.2The floor or ground surface of the ramp run or landing shall extend 12 inches minimum beyond the inside face of a handrail complying withSection 1014.1012.10.1A 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 beconstructed 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 orground surface.1012.10Edge 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 ICCA117.1 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 ofthe required landing area.1012.9 Guards shall be provided where required by Section 1015 and shall be constructed in accordance with Section 1015.1012.8 Ramps with a rise greater than 6 inches shall have handrails on both sides. Handrails shall comply with Section 1014.1012.6.4 The landing length shall be 60 inches minimum.1012.6.2 The landing width shall be not less than the width of the widest ramp run adjoining the landing.1012.6.1 Landings shall have a slope not steeper than one unit vertical in 48 units horizontal (2% slope) in any direction. Changes in level are not...1012.5.3Means of egress ramps shall not reduce in width in the direction of egress travel. Projections into the required ramp and landing width areprohibited. Doors opening onto a landing shall not reduce the clear width to less than 42 inches.1012.5.2The 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 anyintermediate landings. The minimum clearance shall be maintained for the full width of the ramp and landing.1012.5.1The minimum width and required capacity of a means of egress ramp shall be not less than that required for corridors by Section 1020.2. Theclear width of a ramp between handrails, if provided, or other permissible projections shall be 36 inches minimum.1012.4 The rise for any ramp run shall be 30 inches maximum.1012.3 The 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).1012.2Ramps 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).1011.13Guards shall be provided along stairways and landings where required by Section 1015 and shall be constructed in accordance with Section1015. Where the roof hatch opening providing the required access is located within 10 feet of the roof edge, such roof access or roof edge shallbe protected by guards installed in accordance with Section 1015.1011.12.2Exception: 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 feetin area and having a minimum dimension of 2 feet.1011.12Exception: In buildings without an occupied roof access to the roof from the top story shall be permitted to be by an alternating tread device, aship’s ladder or a permanent ladder.1011.11 Flights of stairways shall have handrails on each side and shall comply with Section 1014.1011.8 A flight of stairs shall not have a vertical rise greater than 12 feet between floor levels or landings.1011.6There 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, equalto 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 therequired width. When fully open, the door shall not project more than 7 inches into a landing.1011.5.5.3 Risers shall be solid.1011.5.5.2Nosing 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 aflight.1011.5.5.1 The leading edge (nosings) of treads shall project not more than 11/4 inches beyond the tread below.1011.5.5Nosings 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. Risersshall 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 (0.52rad) from the vertical.1011.5.4Stair treads and risers shall be of uniform size and shape. The tolerance between the largest and smallest riser height or between the largest andsmallest 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 shallnot exceed the smallest by more than 3/8 inch.1011.3Stairways shall have a headroom clearance of not less than 80 inches measured vertically from a line connecting the edge of the nosings. Suchheadroom shall be continuous above the stairway to the point where the line intersects the landing below, one tread depth beyond the bottomriser. The minimum clearance shall be maintained the full width of the stairway and landing.1011.2The 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.1010.1.9.2Door handles, pulls, latches, locks and other operating devices shall be installed 34 inches minimum and 48 inches maximum above the finishedfloor. Locks used only for security purposes and not used for normal operation are permitted at any height.1010.1.8Space 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 swingeither 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.1010.1.7Thresholds 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 inchabove the finished floor or landing for other doors. Raised thresholds and floor level changes greater than 1/4 inch at doorways shall be beveledwith a slope not greater than one unit vertical in two units horizontal (50-percent slope).1010.1.6Landings 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 notreduce a required dimension by more than 7 inches. Where a landing serves an occupant load of 50 or more, doors in any position shall notreduce 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 44inches.1010.1.5There 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. Landingsshall 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-percentslope).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 belowthe 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 lessshall 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.1010.1.2.1Pivot 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 ormore persons.1010.1.2Egress 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-2.1010.1.1The required capacity of each door opening shall be sufficient for the occupant load thereof and shall provide a minimum clear opening width of32 inches. The clear opening width of doorways with swinging doors shall be measured between the face of the door and the stop, with the dooropen 90 degrees (1.57 rad). Where this section requires a minimum clear opening width of 32 inches and a door opening includes two doorleaves without a mullion, one leaf shall provide a minimum clear opening width of 32 inches. The maximum width of a swinging door leaf shall be48 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 maximumwidth 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 exitdoor 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.1009.10Directional signage indicating the location of all other means of egress and which of those are accessible means of egress shall be provided at thefollowing:1.At exits serving a required accessible space but not providing an approved accessible means of egress.2.At elevator landings.1009.8.2Directions for the use of the two-way communication system, instructions for summoning assistance via the two-way communication system andwritten identification of the location shall be posted adjacent to the two-way communication system. Signage shall comply with the ICC A117.1requirements for visual characters.1009.8.1Two-way communication systems shall provide communication between each required location and the fire command center or a central controlpoint location approved by the fire department. Where the central control point is not a constantly attended location, a two-way communicationsystem shall have a timed automatic telephone dial-out capability to a monitoring location or 9-1-1. The two-way communication system shallinclude both audible and visible signals.1009.8A two-way communication system complying with Sections 1009.8.1 and 1009.8.2 shall be provided at the landing serving each elevator or bankof 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.1009.4.2Exception 2: Areas of refuge are not required in buildings and facilities equipped throughout with an automatic sprinkler system installed inaccordance with Section 903.3.1.1.1009.4.1The elevator shall meet the emergency operation and signaling device requirements of Section 2.27 of ASME A17.1/CSA B44. Standby powershall be provided in accordance with Chapter 27 and Section 3003.1009.4 In order to be considered part of an accessible means of egress, an elevator shall comply with Sections 1009.4.1 and 1009.4.2.1009.3.3Exception 2: Areas of refuge are not required at stairways in buildings equipped throughout with an automatic sprinkler system installed inaccordance with Section 903.3.1.11009.3.2Exception 1:The clear width of 48 inches (1219 mm) between handrails is not required in buildings equipped throughout with an automaticsprinkler system installed in accordance with Section 903.3.1.1 or 903.3.1.2.1009.2.1In buildings where a rerquired accessible floor is four or more stories above or below the level of exit discharge, not less than one requiredaccessible means of egress shall be an elevator complying with Section 1009.4.1007.1.1Where 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 lengthof 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 separationdistance shall be not less than one-third of the length of the maximum overall diagonal dimension of the area served.1006.3.2Minimum number of exits or access to exits per story:occupant load 1-500 = 2, occupant load 501-1,000 = 3, occupant load > 1,000 = 41006.3The means of egress system serving any story or occupied roof shall be provided with the number of separate and distinct exits or access to exitsbased on the aggregate occupant load served in accordance with this section. Where stairways serve more than one story, only the occupant loadof each story considered individually shall be used in calculating the required number of exits or access to exits serving that story.1006.2.1Two exits or exit access doorways from any space shall be provided where the design occupant load or the common path of egress traveldistance exceeds:A, M = 49 occupants, 75ft; B = 49 occupants, 100ft; R-2 = 25 occupants, 125ft; S = 29 occupants, 100ft1005.7.1Doors, when fully opened, shall not reduce the required width by more than 7 inches (178 mm). Doors in any position shall not reduce the requiredwidth 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 thefollowing 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.SECTION1111.1Required 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.1110.4.10 At least one of each type of exercise machine and equipment shall be on an accessible route.1109.7 Passenger elevators on an accessible route shall be accessible and comply with Chapter 30.1109.3Where 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.1109.2.3Where lavatories are provided, at least 5%, but not less than one, shall be accessible. Where an accessible lavatory is located within theaccessible water closet compartment at least one additional accessible lavatory shall be provided in the multicompartment toilet room outside thewater closet compartment. Where the total lavatories provided in a toilet room or bathing facility is six or more, at least one lavatory with enhancedreach ranges shall be provided.1109.2.2Where water closet compartments are provided in a toilet room or bathing room, at least 5% of the total number of compartments shall bewheelchair 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.1109.2Each 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 offixture, 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 bySection 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 useat 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.1108.3 Minimum number of required accessible self-service storage facilites: 5%, but not less than 11107.6.2.2.2Where there are four or more dwelling units or sleeping units intended to be occupied as a residence in a single structure, every dwelling unit andsleeping unit intended to be occupied as a residence shall be a Type B unit.1107.4Not fewer than one accessible route shall connect accessible building or facility entrances with the primary entrance of each Accessible unit, TypeA unit and Type B unit within the building or facility and with those exterior and interior spaces and facilities that serve the units.1107.3Rooms and spaces available to the general public or available for use by residents and serving Accessible units, Type A units or Type B unitsshall be accessible. Accessible spaces shall include toilet and bathing rooms, kitchen, living and dining areas and any exterior spaces, includingpatios, terraces and balconies.1107.2.2Type B unit toilet and bathing facilities: At least one toilet and bathing facility in the dwelling unit or sleeping unit shall be constructed inaccordance with the toilet and bathing facilities requirements of Section 1003.11 of ICC A117.1 (Type A Unit Toilet and Bathing Facilities).1107.2.1Type 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 theprimary 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 doesnot contain the only lavatory or water closet on the accessible level of the unit.1107.2Dwelling units and sleeping units that are required to be Accessible units, Type A units and Type B units shall comply with the applicable portionsof Chapter 10 of ICC A117.1. Units required to be Type A units are permitted to be designed and constructed as Accessible units. Units requiredto be Type B units are permitted to be designed and constructed as Accessible units or as Type A units.1106.6 Accessible parking spaces shall be located on the shortest accessible route of travel from adjacent parking to an accessible building entrance.1106.5For every six or fraction of six accessible parking spaces, at least one shall be a van-accessible parking space: Dimensions = 8' x 18' with 8ftaccess aisle - ICC A117.1 Section 502.2, with exception.1106.2In 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 lessthan one, of each type of parking space provided shall be accessible.1106.1.1Accessible parking spaces shall be in conformance with ICC A117.1 except that spaces shall be provided with access aisles at least 8 feet inwidth. Each access aisle shall be provided with a sign, in accordance with Section 1111.51106.1 Required number of accessible parking spaces = 3 (out of 51 - 75 total provided)1105.1.7At 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 orType B units.1105.1.6At 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.1105.1 At least 60% of all public entrances shall be accessible.1028.5 The exit discharge shall provide a direct and unobstructed access to a public way.1028.3 Exit discharge components shall be sufficiently open to the exterior so as to minimize the accumulation of smoke and toxic gases.1028.2The minimum width or required capacity of the exit discharge shall be not less than the minimum width or required capacity of the exits beingserved.1028.1Exits 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 tograde. 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 toegress 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 suchexit 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 theenclosure.1.3.The egress path from the interior exit stairway and ramp on the level of exit discharge is protected throughout by an approved automaticsprinkler system. Portions of the level of exit discharge with access to the egress path shall be equipped throughout with an automatic sprinklersystem installed in accordance with Section 903.3.1.11023.9A 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 thestory of and direction to the exit discharge, and the availability of roof access from the interior exit stairway and ramp for the fire department. Thesign 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. Inaddition to the stairway identification sign, a floor-level sign in visual characters, raised characters and braille complying with ICC A117.1 shall belocated 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.1023.3 Interior exit stairways and ramps shall terminate at an exit discharge or a public way.1023.2Enclosures for interior exit stairways and ramps shall be constructed as fire barriers in accordance with Section 707 or horizontal assembliesconstructed in accordance with Section 711, or both. Interior exit stairway and ramp enclosures shall have a fire-resistance rating of not less than2 hours where connecting four stories or more.1022.2.2 Exterior exit doors shall lead directly to the exit discharge or the public way.1020.6Fire-resistance-rated corridors shall be continuous from the point of entry to an exit, and shall not be interrupted by intervening rooms. Where thepath of egress travel within a fire-resistance-rated corridor to the exit includes travel along unenclosed exit access stairways or ramps, thefire-resistance rating shall be continuous for the length of the stairway or ramp and for the length of the connecting corridor on the adjacent floorleading to the exit.Exception 1: Foyers, lobbies or reception rooms constructed as required for corridors shall not be construed as intervening rooms.1020.4Exit 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 ofthe dead-end corridor.1020.2Minimum 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"...1020.1.1 Elevator hoistway openings shall be protected in accordance with Section 3006.2.1.1020.1Corridor fire resistance-rating by occupancy type, with sprinklers:A, B, M, S = 0 hours; R (occupant load over 10) = 1/2 hour1017.3Exit access travel distance shall be measured from the most remote point of each room, area or space along the natural and unobstructed path ofhorizontal 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 theclosest slope of an exit access ramp.1017.2Maximum exit access travel distance by occupancy type, with sprinklers:A, M, R = 250ft; B = 300 ft; S-2 = 400ft;1015.8Windows in Group R-2 buildings including dwelling units, where the top of the sill of an operable window opening is located less than 36 inchesabove 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 a4-inch-diameter sphere to pass through the opening when the window is in its largest opened position.1015.4Required guards shall not have openings that allow passage of a sphere 4 inches in diameter from the walking surface to the required guardheight. 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 indiameter.3.At elevated walking surfaces for access to and use of electrical, mechanical or plumbing systems or equipment, guards shall not have openingsthat allow passage of a sphere 21 inches in diameter.1015.3Required 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.1015.2.1Where 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 provideddoes not meet the strength and attachment requirements of Section 1607.8, complying guards shall be located along glazed sides of open-sidedwalking surfaces.1015.2Guards shall be located along open-sided walking surfaces, including mezzanines, equipment platforms, aisles, stairs, ramps and landings thatare 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 openside. 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.1014.9Stairways shall have intermediate handrails located in such a manner that all portions of the stairway minimum width or required capacity arewithin 30 inches of a handrail.1014.8On ramps and on ramped aisles that are part of an accessible route, the clear width between handrails shall be 36 inches minimum. Projectionsinto the required width of aisles, stairways and ramps at each side shall not exceed 41/2 inches at or below the handrail height. Projections intothe required width shall not be limited above the minimum headroom height required in Section 1011.3. Projections due to intermediate handrailsshall not constitute a reduction in the egress width. Where a pair of intermediate handrails are provided within the stairway width without a walkingsurface between the pair of intermediate handrails and the distance between the pair of intermediate handrails is greater than 6 inches, theavailable egress width shall be reduced by the distance between the closest edges of each such intermediate pair of handrails that is greater than6 inches.1014.7Clear 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 tothe handrail shall be free of any sharp or abrasive elements.1014.6Handrails 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 andcontinue to slope for the depth of one tread beyond the bottom riser. At ramps where handrails are not continuous between runs, the handrailsshall extend horizontally above the landing 12 inches minimum beyond the top and bottom of ramp runs. The extensions of handrails shall be inthe 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 foralternating tread devices are not required to be continuous between flights or to extend beyond the top or bottom risers.1014.4Handrail 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 thehandrail within 11/2 inchesof the bottom of the handrail shall not be considered obstructions. For each 1/2 inch of additional handrail perimeterdimension above 4 inches, the vertical clearance dimension of 11/2 inches shall be permitted to be reduced by 1/8 inch.1014.3.1Handrail height, measured above stair tread nosings, or finish surface of ramp slope, shall be uniform, not less than 34 inches and not more than38 inches. Handrail height of alternating tread devices and ship’s ladders, measured above tread nosings, shall be uniform, not less than 30inches 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 bepermitted to exceed the maximum height.1014.2Handrail height, measured above stair tread nosings, or finish surface of ramp slope, shall be uniform, not less than 34 inches and not more than38 inches. Handrail height of alternating tread devices and ship’s ladders, measured above tread nosings, shall be uniform, not less than 30inches 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 bepermitted to exceed the maximum height.1013.4A sign stating EXIT in visual characters, raised characters and braille and complying with ICC A117.1 shall be provided adjacent to each door toan area of refuge, providing direct access to a stairway, an exterior area for assisted rescue, an exit stairway or ramp, an exit passageway and theexit discharge.SECTION12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTIONCODES / ZONING005Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT3306.9Every 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. Wherelocated 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...3306.8Pedestrian protection required by this chapter shall be maintained in place and kept in good order for the entire length of time pedestrians aresubject to being endangered. The owner or the owner's authorized agent, on completion of the consturuction activity, shall immediately removewalkways, debris and other obstructions and leave such public property in as good a condition as it was before such work was commenced.3306.7Covered walkways shall have a clear height of not less than 8 feet as measured from the floor surface to the canopy overhead. Adequate lightingshall be provided at all times. Covered walkways shall be designed to support all imposed loads. The design live load shall be not less than 150psf for the entire structure.3306.6Barriers 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 by4-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.3306.4 Construction railings shall be not less than 42 inches in height and shall be sufficient to direct pedestrians around construction areas.3306.3Pedestrian traffic shall be protected by a directional barricade where the walkway extends into the street. The directional barricade shall be ofsufficient size and construction to direct vehicular traffic away from the pedestrian path.3306.2A walkway shall be provided for pedestrian travel in front of every construction and demolition site unless the applicable governing authorityauthorizes the sidewalk to be fenced or closed. Walkways shall be of sufficient width to accommodate the pedestrian traffic, but shall be not lessthan 4 feet in width. Walkways shall be provided with a durable walking surface. Walkways shall be accessible in accordance with Chapter 11 andshall be designed to support all impsed loads, and the design live load shall be not less than 150 pounds per square foot (psf).3306.1Pedestrians shall be protected during construction, remodeling and demolition activities as requiredby this chapter and Table 3306.1 (Barrier andcovered walkway to be provided). Signs shall be provided to direct pedestrian traffic.3202.3.3 Encroachments 15 feet or more above grade shall not be limited.3202.3.2 Where the vertical clearance above grade to projecting windows, balconies, architectural features or mechanical equipment is more than 8 feet, ...3202.3.1Awnings, 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 thesidewalk measured from the building. Stanchions or columns that support awnings, canopies, marquees and signs shall be located not less than 2feet in from the curb line.3202.2.3 The vertical clearance from the public right-of-way to the lowest part of any awning, including valances, shall be not less than 7 feet.3202.2.2Columns or pilasters, including bases and moldings, shall not project more than 12 inches. Belt courses, lintels, sills, architraves, pediments andsimilar architectural features shall not project more than 4 inches.3202.2Encroachments into the public right-of-way above grade and below 8 feet in height shall be prohibited except as provided for in Sections 3202.2.1through 3202.2.3. Doors and windows shall not open or project into the public right-of-way.3202.1.1A 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 inchesbeyond the street lot line.3002.4Where elevators are provided in buildings four or more stories above, or four or more stories below, grade plane, not fewer than one elevator shallbe provided for fire department emergency access to all floors. The elevator car shall be of such a size and arrangement to accommodate anambulance stretcher 24 inches by 84 inches with not less than 5-inch radius corners, in the horizontal, open position and shall be identified by theinternational symbol for emergency medical services (star of life). The symbol shall be not less than 3 inches in height and shall be placed insideon both sides of the hoistway door frame.2902.1 The required quantity of plumbing fixtures shall be provided for each type of occupancy.1505.1 Roof covering class shall be B for Type VA construction.1207.4An 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 foreach 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 than30 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.1207.3Every 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 shallhave a net floor area of not less than 70 square feet.Exception: Kitchens are not required to be of a minimum floor area.1207.2.1Any 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 heightof the furred ceiling be less than 7 feet.1207.2Occupiable 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 feetabove the finished floor.1207.1Habitable spaces, other than a kitchen, shall be not less than 7 feet in any plan dimension. Kitchens shall have a clear passageway of not lessthan 3 feet between counter fronts and appliances or counter fronts and walls.1206.3Floor-ceiling assemblies between dwelling units and sleeping units or between a dwelling unit or sleeping unit and a public or service area withinthe 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 withASTM E492.1206.2Walls, partitions and floor-ceiling assemblies separating dwelling units and sleeping units from each other or from public or service areas shallhave 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 ASTME90. Penetrations or openings in construction assemblies for piping; electrical devices; recessed cabinets; bathtubs; soffits; or heating, ventilatingor exhaust ducts shall be sealed, lined, insulated or otherwise treated to maintain the required ratings. This requirement shall not apply toentrance doors; however, such doors shall be tight fitting to the frame and sill.1205.3.3The bottom of every court shall be properly graded and drained to a public sewer or other approved disposal system complying with the PlumbingCode of New York State.1205.3.1 Access shall be provide to bottom of courts for cleaning purposes.1205.3 Min. court dimension = 9ft x 16ft.1204.3Artificial light shall be provided that is adequate to provide an average illumination of 10 footcandles (107 lux) over the area of the room at aheight of 30 inches above the floor level.1204.2.1For 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 thecommon 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.1204.2 The minimum net glazed area shall be not less than 8% of the floor area of the room served.1204.1Every space intended for human occupancy shall be provided with natural light by means of exterior glazed openings in accordance with Section1204.2 or shall be provided with artificial light in accordance with Section 1204.3. Exterior glazed openings shall open directly onto a public way oronto a yard or court in accordance with Section 1205.1202.1 Building shall be provided with mechanical ventilation in accordance with the Mechanical Code of New York State.SECTIONPARKINGNA 49SIDE YARDNA / ≥10ft NA / 10ftREAR YARD≥10ft / NA 10.5ft / NAFRONT YARDNA / NA NA / NALOT OCCUPANCY100% / 75% 92% / 61%HEIGHT52ft / 40ft 52ft by right / 42ft w/ approved variance: Cityof Ithaca, BZA Appeal #3172ZONINGCBD-52 / B-2DTOTAL LOT AREA33,673ft² 29,386ft²REQUIRED PROVIDEDZONING ANALYSIS317.4.5 Fueled equipment stored on roofs and used for the care and maintenance of vegetation on roofs shall be stored in accordance with Section 313.317.4.3The 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 orwhere a fire hazard exists to the building or exposures due to the lack of maintenance.317.4.2Excess biomass, such as overgrown vegetation, leaves and other dead and decaying material, shall be removed at regular intervals not less thantwo times per year.317.4.1 Supplemental irrigation shall be provided to maintain levels of hydration necessary to keep green roof plants alive and to keep dry foliage to a...317.4 Vegetation shall be maintained in accordance with Sections 317.4.1 and 317.4.2.317.3For all vegetated roofing systems abutting combustible vertical surfaces, a Class A-rated roof system complying with ASTM E108 or UL 790 shallbe achieved for a minimum 6-foot-wide (1829 mm) continuous border placed around rooftop structures and all rooftop equipment including, butnot limited to, mechanical and machine rooms, penthouses, skylights, roof vents, solar panels, antenna supports and building service equipment.317.2Rooftop garden or landscaped roof areas shall not exceed 15,625 square feet (1450 m2) in size for any single area with a maximum dimension of125 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 E108or UL 790 shall be provided between adjacent rooftop gardens or landscaped roof areas.317.1Rooftop gardens and landscaped roofs shall be installed and maintained in accordance with Sections 317.2 through 317.5 andSections 1505 and 1507.16 of the Building Code of New York State.SECTION 2020 FIRE CODE OF NEW YORK STATE112.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET GROSS AREA OF MERCANTILE:5,132 SFGROSS AREA OF STORAGE:15,334 SFNET AREA OF ASSEMBLY:1,270 SFNET AREA OF ASSEMBLY:236 SF1HR RATED EXTERIOR WALL, BOTH SIDES -BCNYS, SECTION 705.579' - 11"18 sec207' - 1"47 sec2HR RATED WALLS AT EXIT STAIR -BCNYS, SECTION 1023.22HR RATED WALLS AT EXIT PASSAGEWAY -BCNYS, SECTION 1023.3.1DOOR 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 SFGROSS AREA OF ACCESSORY: 157 SFDOOR CLEAR MIN. WIDTH = 32" * -BCNYS, SECTION 1010.1.1DOOR CLEAR MIN. WIDTH = 32" *** -BCNYS, SECTION 1010.1.1DOOR CLEAR MIN. WIDTH = 32" *** -BCNYS, SECTION 1010.1.1EXIT PASSAGEWAY WIDTH = 44"127' - 2"29 sec128' - 6"29 secDOOR CLEAR MIN. WIDTH = 32" ** -BCNYS, SECTION 1010.1.11HR RATED SEPARATION OF OCCUPANCIES -BCNYS, SECTION 508.41HR RATED SEPARATION OF OCCUPANCIES -BCNYS, SECTION 508.4NET AREA OF ACCESSORY:98 SF0'OPENINGS NOTALLOWED1 HOUR10'45%1 HOUR0'OPENINGS NOTALLOWED1 HOUR>30'NO LIMITNONE REQUIREDACCESSIBLE MEANS OF EGRESS STAIRACCESSIBLE MEANS OF EGRESS STAIRACCESSIBLE MEANS OF EGRESS ELEVATORACCESSIBLE MEANS OF EGRESS STAIRFULL278'-6"x18'FULL288'-6"x18'FULL298'-6"x18'FULL218'-6"x18'FULL228'-6"x18'FULL238'-6"x18'FULL308'-6"x18'FULL318'-6"x18'FULL328'-6"x18'FULL188'-6"x18'FULL198'-6"x18'FULL208'-6"x18'FULL128'-6"x18'ADA148'-6"x18'FULL158'-6"x18'FULL168'-6"x18'FULL178'-6"x18'FULL368'-6"x18'FULL338'-6"x18'FULL348'-6"x18'FULL358'-6"x18'FULL378'-6"x18'FULL388'-6"x18'FULL488'-6"x18'FULL498'-6"x18'FULL478'-6"x18'FULL458'-6"x18'FULL468'-6"x18'FULL448'-6"x18'FULL428'-6"x18'FULL438'-6"x18'FULL418'-6"x18'FULL398'-6"x18'ADA138'-6"x18'FULL408'-6"x18'EXIT DISCHARGE PATHGROSS AREA OF ACCESSORY: 735 SFFDCGROSS AREA OF EXERCISE ROOM:1,230 SFNET AREA OF ASSEMBLY:1,637 SFNET AREA OF ASSEMBLY:231 SFGROSS AREA OF STORAGE:210 SFGROSS AREA OF EXERCISE ROOM:333 SFGROSS AREA OF STORAGE:477 SFNET AREA OF ACCESSORY:44 SF2 9'-5"58'-8 3/8"GROSS AREA OF STORAGE:290 SFGROSS AREA OF STORAGE:373 SFFULL28'-6"x18'FULL38'-6"x18'FULL18'-6"x18'FULL48'-6"x18'FULL68'-6"x18'FULL58'-6"x18'FULL78'-6"x18'FULL88'-6"x18'FULL98'-6"x18'FULL108'-6"x18'FULL118'-6"x18'FULL248'-6"x18'FULL258'-6"x18'FULL268'-6"x18'2HR RATED TRASH ROOM -BCNYS, SECTION 713.13.410'-0"10'-0"OPEN PARKING GARAGEOPEN PARKING GARAGE1GROSS AREA OF RESIDENTIAL:26,552 SFMAX. DEAD END CORRIDOR LENGTH = 50'-0" -BCNYS, SECTION 1020.4MAX. DEAD END CORRIDOR LENGTH = 50'-0" -BCNYS, SECTION 1020.42HR RATED SHAFT ENCLOSURE-BCNYS, SECTION 713.41HR RATED WALLS AT TRASH ROOM -BCNYS, SECTION 713.13.32HR RATED WALLS AT EXIT STAIR -BCNYS, SECTION 1023.22HR RATED WALLS AT EXIT STAIR -BCNYS, SECTION 1023.22HR RATED SHAFT ENCLOSURE AT ELEVATORS -BCNYS, SECTION 713.41HR RATED SEPARATION OF DWELLING UNITS, TYP. -BCNYS, SECTION 708.30.5HR RATED EGRESS ACCESS CORRIDOR WALLS -BCNYS, SECTION 1020.10.5HR RATED EGRESS ACCESS CORRIDOR WALLS -BCNYS, SECTION 1020.110'1HR RATED EXTERIOR WALL, BOTH SIDES -BCNYS, SECTION 705.51HR RATED EXTERIOR WALL, BOTH SIDES -BCNYS, SECTION 705.51HR RATED EXTERIOR WALL, BOTH SIDES -BCNYS, SECTION 705.5STAIR MIN. WIDTH = 44" * -BCNYS, SECTION 1011.2DOOR 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 sec121' - 3"28 sec117' - 1"27 sec104' - 2"24 sec49'-4"UNOCCUPIED ROOFUNOCCUPIED ROOF 10'-6"10'-9 3/8"10'45%1 HOUR>30'NO LIMITNONE REQUIRED0'OPENINGS NOTALLOWED1 HOUR10'45%1 HOUR10'45%1 HOUR0'OPENINGS NOTALLOWED1 HOUR>30'NO LIMITNONE REQUIREDACCESSIBLE MEANS OF EGRESS STAIRACCESSIBLE MEANS OF EGRESS STAIRACCESSIBLE MEANS OF EGRESS ELEVATORACCESSIBLE MEANS OF EGRESS STAIR10'-0"10'-0"SEPARATION DISTANCEFIRE-RESISTANCE RATING FOR EXTERIOR WALL (BCNYS, TABLE 602) - REQUIRED/PROVIDEDMAXIMUM AREA OF EXTERIOR WALL OPENINGS (BCNYS, TABLE 705.8) - NOT TO BE EXCEEDEDx'x%x HOUR(S)KEY -EXTERIOR WALL RATINGSERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTION1/16" = 1'-0"FIRE RATING & EGRESSPATHS006Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/16" = 1'-0"1EGRESS PLAN - 1ST FLOOR1/16" = 1'-0"2EGRESS PLAN - 2ND FLOOR12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET GROSS AREA OF RESIDENTIAL:26,816 SFMAX. DEAD END CORRIDOR LENGTH = 50'-0" -BCNYS, SECTION 1020.4MAX. DEAD END CORRIDOR LENGTH = 50'-0" -BCNYS, SECTION 1020.42HR RATED SHAFT ENCLOSURE-BCNYS, SECTION 713.41HR RATED WALLS AT TRASH ROOM -BCNYS, SECTION 713.13.32HR RATED WALLS AT EXIT STAIR -BCNYS, SECTION 1023.22HR RATED WALLS AT EXIT STAIR -BCNYS, SECTION 1023.22HR RATED SHAFT ENCLOSURE AT ELEVATORS -BCNYS, SECTION 713.41HR RATED SEPARATION OF DWELLING UNITS, TYP. -BCNYS, SECTION 708.30.5HR RATED EGRESS ACCESS CORRIDOR WALLS -BCNYS, SECTION 1020.10.5HR RATED EGRESS ACCESS CORRIDOR WALLS -BCNYS, SECTION 1020.110'1HR RATED EXTERIOR WALL, BOTH SIDES -BCNYS, SECTION 705.51HR RATED EXTERIOR WALL, BOTH SIDES -BCNYS, SECTION 705.51HR RATED EXTERIOR WALL, BOTH SIDES -BCNYS, SECTION 705.5STAIR MIN. WIDTH = 44" * -BCNYS, SECTION 1011.2DOOR 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 sec123' - 8"28 sec117' - 0"27 sec104' - 2"24 sec10'-6"10'-9 3/8"5'10'45%1 HOUR0'OPENINGS NOTALLOWED1 HOUR>30'NO LIMITNONE REQUIRED10'45%1 HOUR10'45%1 HOUR0'OPENINGS NOTALLOWED1 HOUR5'25%1 HOUR>30'NO LIMITNONE REQUIREDACCESSIBLE MEANS OF EGRESS STAIRACCESSIBLE MEANS OF EGRESS STAIRACCESSIBLE MEANS OF EGRESS ELEVATORACCESSIBLE MEANS OF EGRESS STAIR10'-0"10'-0"GROSS AREA OF RESIDENTIAL:25,653 SFMAX. DEAD END CORRIDOR LENGTH = 50'-0" -BCNYS, SECTION 1020.4MAX. DEAD END CORRIDOR LENGTH = 50'-0" -BCNYS, SECTION 1020.42HR RATED SHAFT ENCLOSURE-BCNYS, SECTION 713.41HR RATED WALLS AT TRASH ROOM -BCNYS, SECTION 713.13.32HR RATED WALLS AT EXIT STAIR -BCNYS, SECTION 1023.22HR RATED WALLS AT EXIT STAIR -BCNYS, SECTION 1023.22HR RATED SHAFT ENCLOSURE AT ELEVATORS -BCNYS, SECTION 713.41HR RATED SEPARATION OF DWELLING UNITS, TYP. -BCNYS, SECTION 708.30.5HR RATED EGRESS ACCESS CORRIDOR WALLS -BCNYS, SECTION 1020.10.5HR RATED EGRESS ACCESS CORRIDOR WALLS -BCNYS, SECTION 1020.110'1HR RATED EXTERIOR WALL, BOTH SIDES -BCNYS, SECTION 705.51HR RATED EXTERIOR WALL, BOTH SIDES -BCNYS, SECTION 705.51HR RATED EXTERIOR WALL, BOTH SIDES -BCNYS, SECTION 705.5STAIR MIN. WIDTH = 44" * -BCNYS, SECTION 1011.2DOOR 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 sec123' - 8"28 sec104' - 2"24 sec10'-6"10'-9 3/8"5'111' - 8"25 sec10'45%1 HOUR0'OPENINGS NOTALLOWED1 HOUR>30'NO LIMITNONE REQUIRED10'45%1 HOUR10'45%1 HOUR0'OPENINGS NOTALLOWED1 HOUR5'25%1 HOUR>30'NO LIMITNONE REQUIREDACCESSIBLE MEANS OF EGRESS STAIRACCESSIBLE MEANS OF EGRESS STAIRACCESSIBLE MEANS OF EGRESS ELEVATORACCESSIBLE MEANS OF EGRESS STAIRUNOCCUPIED ROOF 10'-0"10'-0"SEPARATION DISTANCEFIRE-RESISTANCE RATING FOR EXTERIOR WALL (BCNYS, TABLE 602) - REQUIRED/PROVIDEDMAXIMUM AREA OF EXTERIOR WALL OPENINGS (BCNYS, TABLE 705.8) - NOT TO BE EXCEEDEDx'x%x HOUR(S)KEY -EXTERIOR WALL RATINGSERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTION1/16" = 1'-0"FIRE RATING & EGRESSPATHS007Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/16" = 1'-0"1EGRESS PLAN - 3RD FLOOR1/16" = 1'-0"2EGRESS PLAN - 4TH FLOOR12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET GROSS AREA OF RESIDENTIAL:22,717 SFMAX. DEAD END CORRIDOR LENGTH = 50'-0" -BCNYS, SECTION 1020.4MAX. DEAD END CORRIDOR LENGTH = 50'-0" -BCNYS, SECTION 1020.42HR RATED SHAFT ENCLOSURE-BCNYS, SECTION 713.41HR RATED WALLS AT TRASH ROOM -BCNYS, SECTION 713.13.32HR RATED WALLS AT EXIT STAIR -BCNYS, SECTION 1023.22HR RATED WALLS AT EXIT STAIR -BCNYS, SECTION 1023.22HR RATED SHAFT ENCLOSURE AT ELEVATORS -BCNYS, SECTION 713.41HR RATED SEPARATION OF DWELLING UNITS, TYP. -BCNYS, SECTION 708.30.5HR RATED EGRESS ACCESS CORRIDOR WALLS -BCNYS, SECTION 1020.10.5HR RATED EGRESS ACCESS CORRIDOR WALLS -BCNYS, SECTION 1020.110'1HR RATED EXTERIOR WALL, BOTH SIDES -BCNYS, SECTION 705.51HR RATED EXTERIOR WALL, BOTH SIDES -BCNYS, SECTION 705.51HR RATED EXTERIOR WALL, BOTH SIDES -BCNYS, SECTION 705.5STAIR MIN. WIDTH = 44" * -BCNYS, SECTION 1011.2DOOR 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 SF122' - 6"28 sec123' - 10"28 sec91' - 1"21 sec10'-6"10'-9 3/8"5'10'45%1 HOUR0'OPENINGS NOTALLOWED1 HOUR>30'NO LIMITNONE REQUIRED10'45%1 HOUR10'45%1 HOUR0'OPENINGS NOTALLOWED1 HOUR5'25%1 HOUR>30'NO LIMITNONE REQUIREDACCESSIBLE MEANS OF EGRESS STAIRACCESSIBLE MEANS OF EGRESS STAIRACCESSIBLE MEANS OF EGRESS ELEVATORACCESSIBLE MEANS OF EGRESS STAIRUNOCCUPIED ROOF70'-0"105' - 10"24 sec10'-0"10'-0"SEPARATION DISTANCEFIRE-RESISTANCE RATING FOR EXTERIOR WALL (BCNYS, TABLE 602) - REQUIRED/PROVIDEDMAXIMUM AREA OF EXTERIOR WALL OPENINGS (BCNYS, TABLE 705.8) - NOT TO BE EXCEEDEDx'x%x HOUR(S)KEY -EXTERIOR WALL RATINGSERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTION1/16" = 1'-0"FIRE RATING & EGRESSPATHS008Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/16" = 1'-0"1EGRESS PLAN - 5TH FLOOR12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET I. FAIR HOUSINGA. 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 MOULDINGII. ANSIA. 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 SPACEB. 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. ADAA. 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 CODEA. ALL DWELLING UNITS WILL HAVE A MINIMUM OF ONE TYPE A BATHROOM.ACCESSIBILITY CODE ANALYSISDOOR & GATE CLEARANCESMANEUVING CLEARANCE AT SLIDING OR FOLDING DOORSMANEUVERING CLEARANCE AT DOORWAYS WITHOUT DOORS30" MIN48" MIN30" MIN48" MINFORWARDPARALLEL48"30"SIZE OF CLEAR FLOOR SPACEFORWARD REACHGENERAL NOTESUNIT CLOSETSA. 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 CLOSET1'-2"5'-10"CLOSET ROD & (2) SHELVES @ ANSI 'A' UNITSCLOSET ROD & SHELF @ ANSI 'B' UNITSHINGED DOOR32" MIN. TO CLOSER90.00°SLIDING DOORFRONT APPROACH, PULL SIDEFRONT APPROACH, PUSH SIDEHINGE APPROACH, PULL SIDEHINGE APPROACH, PULL SIDEFOLDING DOORDOORWAYS WITHOUT DOORSHINGE APPROACH, PUSH SIDEHINGE APPROACH, PUSH SIDELATCH APPROACH, PULL SIDELATCH APPROACH, PULL SIDELATCH APPROACH, PUSH SIDELATCH APPROACH, PUSH SIDE18" MIN60" MIN48" MIN36" MIN12" MIN36" MIN60" MIN42" MIN54" TO 59"WITH CLOSER42" MIN54"48" MIN54"WITH CLOSER24" MIN48" MIN24" MIN54" MINWITH CLOSER42" MIN60"24" MIN48" MIN60"24" MINWITH CLOSER36" MIN> 24"CLEAR WIDTH OF DOORSMANEUVERING CLEARANCE AT MANUAL SWINGING DOORSTURNING SPACES60" MIN.60" MIN.36" MIN.60" MIN.MANEUVERING CLEARANCE AT RECESSED DOORSPUSH SIDE, DOOR PROVIDED WITH BOTH CLOSER AND LATCH48" MIN.12" MINX > 6"PUSH SIDE48" MINX > 6"18" MIN60" MINPULL SIDEX > 6"48" MIN.FRONT APPROACH42" MIN.SIDE APPROACH17" MIN.25" MAX.30" MIN.4" MAX. PROTRUSION80" MIN. CLEARPERMITTED PROTRUDING OBJECTS11" MIN. 6" MAX.25" MAX.9" MIN.27" MIN.34" MAX.KNEE CLEARANCEELEVATIONKNEE CLEARANCEPLANKNEE AND TOE CLEARANCESPROTRUDING OBJECTS27" MIN.VERTICAL CLEARANCE SHALL BE 80" MIN.80" MIN.PROVIDE GUARDRAILS OR OTHER BARRIER WHERE VERTICAL CLEARANCE IS <80"27" MAX.T SHAPED TURNING SPACECIRCULAR TURNING SPACE60" MIN.32" MIN.32" MIN.ADA CLEAR FLOOR SPACEPROTRUDING OBJECTS27"-80"4" MAX.4" MAX.COLUMN, POST OR PILASTER4" MAX.4" MAX.UNOBSTRUCTED FORWARD REACH RANGE15" 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 RANGESIDE REACH34" 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 TURN48" MIN.<48"42" MIN.42" MIN.60" MIN.<48"36" MIN.36" MIN.36" MIN.FRONT APPROACH48" MIN.54" MIN.POCKET / HINGE APPROACH42" MIN.STOP / LATCH APPROACH42" MIN.24" MIN.EGRESS PATHSERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTION1/4" = 1'-0"ACCESSIBILITYREQUIREMENTS009Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET L1L2L3L4L7L7L8L8LELHLLLNLPLQLRLIL10L10L6L6LJL12.1L12.1LMLKLKLBLBLALALDLDLOL14.1L14.1L15L15L9L9LFLG.1LG.1L13.1L13.1L5.1L11L16L16LCLC3'-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 LANDSCAPING1'-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 & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTION3/32" = 1'-0"1ST FLOOR -EDGE OFSLAB PLAN011Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT11 03.11.2021 100% CONSTRUCTION DOCUMENT SET B.1E.1F.1F.1IKJ.1O.1RR1S47511161821'-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 & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTION3/32" = 1'-0"2ND FLOOR -EDGE OFSLAB PLAN012Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT 430 - 444 WESTSTATE / MLK STREETDATEDESCRIPTION12.23.2020PERMIT SETITHACA, NEW YORKCOPYRIGHT: 2019ERIC 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 TITLESCALE:SHEET NO.STAMPT.G. Miller, P.C.605 West State Street, Suite ACIVIL ENGINEERSJOB NO.ECA # 7251"=20'Ithaca, New York 14850Trowbridge Wolf MichaelsLandscape Architects LLP1001 West Seneca StreetSuite 201LANDSCAPEIthaca, New York 14850Taitem110 S. Albany StreetSTRUCTURAL & MEP ENGINEERSIthaca, New York 14850717 5TH STREET NW WASHINGTON, DC 20001230 COLONIAL DRIVEHORSEHEADS, NEW YORKARNOT ITHACA 2, LLC103.11.2021100% CONSTRUCTION DOCUMENT SETC-101EXISTINGCONDITIONS PLAN FFE 395.07394FFE394.54FFE394.97394.5395394.5395FFE394.54FFE394.54FFE394.54394.5393.5393.5393.5393.5393393.5 393394393.5394FFE394.54430 - 444 WESTSTATE / MLK STREETDATEDESCRIPTION12.23.2020PERMIT SETITHACA, NEW YORKCOPYRIGHT: 2019ERIC 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 TITLESCALE:SHEET NO.STAMPT.G. Miller, P.C.605 West State Street, Suite ACIVIL ENGINEERSJOB NO.ECA # 7251"=20'Ithaca, New York 14850Trowbridge Wolf MichaelsLandscape Architects LLP1001 West Seneca StreetSuite 201LANDSCAPEIthaca, New York 14850Taitem110 S. Albany StreetSTRUCTURAL & MEP ENGINEERSIthaca, New York 14850717 5TH STREET NW WASHINGTON, DC 20001230 COLONIAL DRIVEHORSEHEADS, NEW YORKARNOT ITHACA 2, LLC103.11.2021100% CONSTRUCTION DOCUMENT SETC-102EROSION AND SEDIMENTCONTROL AND UTILITYDEMOLITION PLAN L1L8L8LELRL6L6LJLALALOL16L16430 - 444 WESTSTATE / MLK STREETDATEDESCRIPTION12.23.2020PERMIT SETITHACA, NEW YORKCOPYRIGHT: 2019ERIC 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 TITLESCALE:SHEET NO.STAMPT.G. Miller, P.C.605 West State Street, Suite ACIVIL ENGINEERSJOB NO.ECA # 7251"=20'Ithaca, New York 14850Trowbridge Wolf MichaelsLandscape Architects LLP1001 West Seneca StreetSuite 201LANDSCAPEIthaca, New York 14850Taitem110 S. Albany StreetSTRUCTURAL & MEP ENGINEERSIthaca, New York 14850717 5TH STREET NW WASHINGTON, DC 20001230 COLONIAL DRIVEHORSEHEADS, NEW YORKARNOT ITHACA 2, LLC103.11.2021100% CONSTRUCTION DOCUMENT SETC-103BUILDINGLAYOUT PLAN FFE 395.07394394.5395394.539 5394.5393.5393.5393.5393.539339439 3 . 5394393.5 393393.5 430 - 444 WESTSTATE / MLK STREETDATEDESCRIPTION12.23.2020PERMIT SETITHACA, NEW YORKCOPYRIGHT: 2019ERIC 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 TITLESCALE:SHEET NO.STAMPT.G. Miller, P.C.605 West State Street, Suite ACIVIL ENGINEERSJOB NO.ECA # 7251"=20'Ithaca, New York 14850Trowbridge Wolf MichaelsLandscape Architects LLP1001 West Seneca StreetSuite 201LANDSCAPEIthaca, New York 14850Taitem110 S. Albany StreetSTRUCTURAL & MEP ENGINEERSIthaca, New York 14850717 5TH STREET NW WASHINGTON, DC 20001230 COLONIAL DRIVEHORSEHEADS, NEW YORKARNOT ITHACA 2, LLC103.11.2021100% CONSTRUCTION DOCUMENT SETC-104SITE UTILITY ANDDRAINAGE PLAN1"=10' 430 - 444 WESTSTATE / MLK STREETDATEDESCRIPTION12.23.2020PERMIT SETITHACA, NEW YORKCOPYRIGHT: 2019ERIC 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 TITLESCALE:SHEET NO.STAMPT.G. Miller, P.C.605 West State Street, Suite ACIVIL ENGINEERSJOB NO.ECA # 7251"=20'Ithaca, New York 14850Trowbridge Wolf MichaelsLandscape Architects LLP1001 West Seneca StreetSuite 201LANDSCAPEIthaca, New York 14850Taitem110 S. Albany StreetSTRUCTURAL & MEP ENGINEERSIthaca, New York 14850717 5TH STREET NW WASHINGTON, DC 20001230 COLONIAL DRIVEHORSEHEADS, NEW YORKARNOT ITHACA 2, LLC103.11.2021100% CONSTRUCTION DOCUMENT SETC-201DETAILS 430 - 444 WESTSTATE / MLK STREETDATEDESCRIPTION12.23.2020PERMIT SETITHACA, NEW YORKCOPYRIGHT: 2019ERIC 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 TITLESCALE:SHEET NO.STAMPT.G. Miller, P.C.605 West State Street, Suite ACIVIL ENGINEERSJOB NO.ECA # 7251"=20'Ithaca, New York 14850Trowbridge Wolf MichaelsLandscape Architects LLP1001 West Seneca StreetSuite 201LANDSCAPEIthaca, New York 14850Taitem110 S. Albany StreetSTRUCTURAL & MEP ENGINEERSIthaca, New York 14850717 5TH STREET NW WASHINGTON, DC 20001230 COLONIAL DRIVEHORSEHEADS, NEW YORKARNOT ITHACA 2, LLC103.11.2021100% CONSTRUCTION DOCUMENT SETC-202DETAILS 430 - 444 WESTSTATE / MLK STREETDATEDESCRIPTION12.23.2020PERMIT SETITHACA, NEW YORKCOPYRIGHT: 2019ERIC 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 TITLESCALE:SHEET NO.STAMPT.G. Miller, P.C.605 West State Street, Suite ACIVIL ENGINEERSJOB NO.ECA # 7251"=20'Ithaca, New York 14850Trowbridge Wolf MichaelsLandscape Architects LLP1001 West Seneca StreetSuite 201LANDSCAPEIthaca, New York 14850Taitem110 S. Albany StreetSTRUCTURAL & MEP ENGINEERSIthaca, New York 14850717 5TH STREET NW WASHINGTON, DC 20001230 COLONIAL DRIVEHORSEHEADS, NEW YORKARNOT ITHACA 2, LLC103.11.2021100% CONSTRUCTION DOCUMENT SETC-301WORK ZONE TRAFFIC ANDPEDESTRIAN CONTROL PLAN 430 - 444 WESTSTATE / MLK STREETDATEDESCRIPTION12.23.2020PERMIT SETITHACA, NEW YORKCOPYRIGHT: 2019ERIC 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 TITLESCALE:SHEET NO.STAMPT.G. Miller, P.C.605 West State Street, Suite ACIVIL ENGINEERSJOB NO.ECA # 7251"=20'Ithaca, New York 14850Trowbridge Wolf MichaelsLandscape Architects LLP1001 West Seneca StreetSuite 201LANDSCAPEIthaca, New York 14850Taitem110 S. Albany StreetSTRUCTURAL & MEP ENGINEERSIthaca, New York 14850717 5TH STREET NW WASHINGTON, DC 20001230 COLONIAL DRIVEHORSEHEADS, NEW YORKARNOT ITHACA 2, LLC103.11.2021100% CONSTRUCTION DOCUMENT SETC-302WORK ZONE TRAFFIC ANDPEDESTRIAN CONTROL PLAN FDFDFDFDFD/ /////430 - 444 WESTSTATE / MLK STREETDATEDESCRIPTION12.23.2020PERMIT SETITHACA, NEW YORKCOPYRIGHT: 2019ERIC 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 TITLESCALE:SHEET NO.STAMPT.G. Miller, P.C.605 West State Street, Suite ACIVIL ENGINEERSJOB NO.ECA # 7251"=20'Ithaca, New York 14850Trowbridge Wolf MichaelsLandscape Architects LLP1001 West Seneca StreetSuite 201LANDSCAPEIthaca, New York 14850Taitem110 S. Albany StreetSTRUCTURAL & MEP ENGINEERSIthaca, New York 14850717 5TH STREET NW WASHINGTON, DC 20001230 COLONIAL DRIVEHORSEHEADS, NEW YORKARNOT ITHACA 2, LLC103.11.2021100% CONSTRUCTION DOCUMENT SETC-303NYSDOT WORK ZONE TRAFFIC& PEDESTRIAN CONTROL PLAN 430 - 444 WESTSTATE / MLK STREETDATEDESCRIPTION12.23.2020PERMIT SETITHACA, NEW YORKCOPYRIGHT: 2019ERIC 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 TITLESCALE:SHEET NO.STAMPT.G. Miller, P.C.605 West State Street, Suite ACIVIL ENGINEERSJOB NO.ECA # 7251"=20'Ithaca, New York 14850Trowbridge Wolf MichaelsLandscape Architects LLP1001 West Seneca StreetSuite 201LANDSCAPEIthaca, New York 14850Taitem110 S. Albany StreetSTRUCTURAL & MEP ENGINEERSIthaca, New York 14850717 5TH STREET NW WASHINGTON, DC 20001230 COLONIAL DRIVEHORSEHEADS, NEW YORKARNOT ITHACA 2, LLC103.11.2021100% CONSTRUCTION DOCUMENT SETC-304NYSDOT STANDARD SHEETS 430 - 444 WESTSTATE / MLK STREETDATEDESCRIPTION12.23.2020PERMIT SETITHACA, NEW YORKCOPYRIGHT: 2019ERIC 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 TITLESCALE:SHEET NO.STAMPT.G. Miller, P.C.605 West State Street, Suite ACIVIL ENGINEERSJOB NO.ECA # 7251"=20'Ithaca, New York 14850Trowbridge Wolf MichaelsLandscape Architects LLP1001 West Seneca StreetSuite 201LANDSCAPEIthaca, New York 14850Taitem110 S. Albany StreetSTRUCTURAL & MEP ENGINEERSIthaca, New York 14850717 5TH STREET NW WASHINGTON, DC 20001230 COLONIAL DRIVEHORSEHEADS, NEW YORKARNOT ITHACA 2, LLC103.11.2021100% CONSTRUCTION DOCUMENT SETC-305NYSDOT STANDARD SHEETS RAMP TO BE REMOVEDASPHALT TO BE REMOVED, TYP.RAMP TO BE REMOVEDRAMP TO BE REMOVEDPATIO, WALL, HANDRAIL, & STAIRS TO BE REMOVED TO FULL DEPTHCONCRETE PAVEMENT TO BE REMOVEDCONCRETE PAD TO BE REMOVEDBOLLARDS TO REMAIN AND BE PROTECTEDCONCRETE STEP TO BE REMOVEDASPHALT PAVEMENT TO BE REMOVEDREMOVE SIGN AND STOCKPILEBIKE RACKS TO BE REMOVEDPARKING METER TO BE REMOVED;CITY TO REMOVE HEAD AND REPLACE ON NEW POLE, TYP.STREET LAMP TO REMAIN & BE PROTECTED, TYP.BOLLARD TO BE REMOVEDSHED TO BE REMOVEDRAMP TO BE REMOVEDASPHALT PAVING TO BE REMOVED, TYP.FENCE TO BE REMOVEDBOLLARD TO BE REMOVEDBOLLARD TO BE REMOVEDREMOVE BILCO DOORSREMOVE GAS METER; SEE CIVILREMOVE BOLLARDS AND PIV; SEE CIVILTREE TO BE REMOVED, TYP.SAWCUT CONCRETE AT NEAREST JOINTTREE PROTECTION FENCE, TYP.9.00' TYPSTREET LAMP TO REMAIN & BE PROTECTED, TYP.PROTECT EXISTING FULL-HEIGHT CURBSAWCUT LINE, TYP.INCLUDE IN ITEM 203.02ASPHALT PAVING TO BE REMOVED, TYP.ITEM 203.02TREE TO BE REMOVED; ITEM 614.060404CONCRETE PAVING TO BE REMOVEDITEM 203.02CURB TO BE REMOVEDITEM 203.02SIGN TO BE REMOVEDREMOVE SIGN AND STOCKPILEITEM 647.41REMOVE SIGN AND STOCKPILEITEM 647.41430-444 WestState / MLK StreetDATEDESCRIPTIONITHACA, NEW YORKCOPYRIGHT: 2019ERIC 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 TITLESCALE:SHEET NO.STAMPT.G. Miller, P.C.605 West State Street, Suite ACIVIL ENGINEERSJOB NO.ECA # 725Ithaca, New York 14850Trowbridge Wolf MichaelsLandscape Architects LLP1001 West Seneca StreetSuite 201LANDSCAPEIthaca, New York 14850Taitem110 S. Albany StreetSTRUCTURAL & MEP ENGINEERSIthaca, New York 14850717 5TH STREET NW WASHINGTON, DC 20001230 COLONIAL DRIVEHORSEHEADS, NEW YORKARNOT ITHACA 2, LLC12.23.2020PERMIT SET03.11.2021100% CONSTRUCTION DOCUMENT SET1430-444 WestState / MLK StreetDATEDESCRIPTIONITHACA, NEW YORKCOPYRIGHT: 2019ERIC 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 TITLESCALE:SHEET NO.STAMPT.G. Miller, P.C.605 West State Street, Suite ACIVIL ENGINEERSJOB NO.ECA # 725Ithaca, New York 14850Trowbridge Wolf MichaelsLandscape Architects LLP1001 West Seneca StreetSuite 201LANDSCAPEIthaca, New York 14850Taitem110 S. Albany StreetSTRUCTURAL & MEP ENGINEERSIthaca, New York 14850717 5TH STREET NW WASHINGTON, DC 20001230 COLONIAL DRIVEHORSEHEADS, NEW YORKARNOT ITHACA 2, LLC12.23.2020PERMIT SET03.11.2021100% CONSTRUCTION DOCUMENT SET1INSET 1:10DEMOLITION NOTES1.REFER TO ARCHITECTURAL DRAWINGS FOR BUILDING DEMOLITION2.CONSTRUCTION FENCING TO BE INSTALLED AS NECESSARY TO PROTECTPEDESTRIANS, CONTROL VEHICULAR TRAFFIC AND PROTECT ON-SITECONSTRUCTION MATERIALS.3.PROVIDE SEDIMENTATION CONTROLS AT ALL EXISTING CATCH BASINSAFFECTED BY NEW CONSTRUCTION. SEE CIVIL EROSION AND SEDIMENTCONTROL 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 BEREMOVED TO SUB-GRADE ELEVATIONS AS REQUIRED TO ACCOMMODATE NEWBASE COURSE.7.PROTECT ALL SURFACE AND SUBSURFACE UTILITIES TO REMAIN DURINGDEMOLITION WORK.8.ALL REMOVED/DEMOLISHED MATERIAL SHALL BECOME CONTRACTOR'SPROPERTY AND REMOVED FROM SITE, UNLESS NOTED OTHERWISE. OWNER TORESERVE RIGHT OF FIRST REFUSAL ON ALL DEMOLISHED MATERIAL.9.ALL TREE STUMPS ARE TO BE REMOVED COMPLETELY, ALONG WITH ALL ROOTS6" AND LARGER.10.PROTECT EXISTING TREES TO REMAIN. DO NOT STORE EQUIPMENT ORMATERIALS WITHIN THE DRIP LINE OF TREES.11.PROTECT BENCHMARKS.12.ALL HAZARDOUS MATERIALS TO BE ABATED BEFORE CONSTRUCTION BEGINSAS REQUIRED BY NEW YORK STATE AND CITY OF ITHACA CODES & ORDINANCES13.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 PAVERSTO BE REMOVEDASPHALT PAVEMENT TOBE REMOVEDCONTRACT LIMIT LINEWALL, STAIR OR STRUCTURETO BE REMOVEDTREE PROTECTION FENCETREE TO BE REMOVEDCURB TO BE REMOVEDRAILINGS AND/OR FENCE TO BE REMOVEDSIGN, BOLLARD, HYDRANT, OR SITE FEATURETO BE REMOVEDVEGETATION TO BE REMOVEDDEMOLITION LEGENDSITE DEMOLITION0'-1"" = 10'-0"L-101010'20'PROPERTY LINEROW LINESHEET MATCHLINESAWCUT PAVEMENT1 MMMMMMMVARIES;RESET CURB IN ORIGINAL LOCATIONR5'-0"R3'-0"MATCHLINE℄R5'-0"℄R15'-0"C1L-501WHEELSTOP, TYP.B4L-501ASPHALT PAVEMENT, TYP.C5L-501UNIT PAVERS ON CONCRETE BASEC3L-501ADA CURB RAMP TYPE 2A1L-501MED. DUTYCONCRETE PAVEMENTB1L-501GRANITE CURB, TYP.A2L-501CONCRETE PAVEMENTON STRUCTURAL SOIL, TYP.C5L-501UNIT PAVERSON CONCRETE BASE, TYPD2L-501BIKE RACK, TYP.OF (4)℄D5L-501REMOVABLE BOLLARDSA4L-501PIN AT BLDG THRESHOLD, TYP.A2L-501CONCRETE PAVEMENTON STRUCTURAL SOIL, TYP.MATCH TO EXISTING TOP OF RAMP2'-0"A1L-501MED. DUTYCONCRETE PADA1L-501MED. DUTYCONCRETE PAVEMENTA5L-501MED. DUTY CONCRETEWITH UNIT PAVER EDGEB2L-501STONE MULCHC2L-501ADA CURB RAMP TYPE 1NEW 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 12' 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 ALLEY4'-0"4'-0"7'-8"ALIGN UNIT PAVER BORDER WITH BUILDING CORNERALIGN WITH BUILDING CORNEREXTENTS OF 3' DEEP CU SOIL; TYP7'-1"7'-6"6'-0"6'-0"EXTENTS OF C.U. STRUCTURAL SOIL SUBBASE3'-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 POLETO REMAIN & BE PROTECTEDSIGN TO REMAIN &BE PROTECTED6'-0"6'-0"8'-10"6'-0"± 3'-9"6'-10"± 10'-6"39'-2"E2L-502STAIR 1C2-C4L-502CONCRETE PLINTH WITHPLANTERS & PRECAST CONCRETE BENCHESTABLES & CHAIRS; SEE SPECC5L-501UNIT PAVERSON CONCRETE BASE, TYPA5L-501MED. DUTY CONCRETEWITH UNIT PAVER EDGEB1L-501GRANITE CURB, TYP.EXISTING CURB TO REMAINCORN STREET ALLEYA1L-501MED. DUTYCONCRETE PAVEMENTD3L-501BOLLARD TYPE 1D3L-501BOLLARD TYPE 1D4L-501BOLLARD TYPE 23'-0" 7'-2"3'-0"TRENCH DRAIN; SEE CIVIL DRAWINGSSTEEL PAVER EDGE RESTRAINTWITHIN TREE PIT, TYP.B3L-501ASPHALT PATCHMATCHLINE℄℄± 11'-0"B1L-501GRANITE CURB, TYP;ITEM 609.0203A1L-501MEDIUM DUTYCONCRETE PAVEMENT, TYP;ITEMS 304.12, 609.0203C1L-501WHEEL STOP, TYP.B4L-501ASPHALT PAVEMENT, TYP;ITEMS 207.21, 304.21, 402.097204, 402.197904R5'-0"R5'-0"R5'-0"R5'-0"R5'-0"R5'-0"4'-7"12'-0"B2L-501STONE MULCHB1L-501GRANITE CURB6'-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 PADD4L-501BOLLARD TYPE 2B3L-501ASPHALT PATCHITEMS 402.097204, 402.197904430-444 WestState / MLK StreetDATEDESCRIPTIONITHACA, NEW YORKCOPYRIGHT: 2019ERIC 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 TITLESCALE:SHEET NO.STAMPT.G. Miller, P.C.605 West State Street, Suite ACIVIL ENGINEERSJOB NO.ECA # 725Ithaca, New York 14850Trowbridge Wolf MichaelsLandscape Architects LLP1001 West Seneca StreetSuite 201LANDSCAPEIthaca, New York 14850Taitem110 S. Albany StreetSTRUCTURAL & MEP ENGINEERSIthaca, New York 14850717 5TH STREET NW WASHINGTON, DC 20001230 COLONIAL DRIVEHORSEHEADS, NEW YORKARNOT ITHACA 2, LLC12.23.2020PERMIT SET03.11.2021100% CONSTRUCTION DOCUMENT SET1430-444 WestState / MLK StreetDATEDESCRIPTIONITHACA, NEW YORKCOPYRIGHT: 2019ERIC 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 TITLESCALE:SHEET NO.STAMPT.G. Miller, P.C.605 West State Street, Suite ACIVIL ENGINEERSJOB NO.ECA # 725Ithaca, New York 14850Trowbridge Wolf MichaelsLandscape Architects LLP1001 West Seneca StreetSuite 201LANDSCAPEIthaca, New York 14850Taitem110 S. Albany StreetSTRUCTURAL & MEP ENGINEERSIthaca, New York 14850717 5TH STREET NW WASHINGTON, DC 20001230 COLONIAL DRIVEHORSEHEADS, NEW YORKARNOT ITHACA 2, LLC12.23.2020PERMIT SET03.11.2021100% CONSTRUCTION DOCUMENT SET1KEYMATERIALDETAILMEDIUM DUTY CONCRETE PAVEMENTUNIT PAVERS ON CONCRETE BASEUNIT PAVERS ON STRUCTURAL SOIL1.GENERAL CONTRACTOR SHALL CONTACT UTILITY LOCATING COMPANY ANDLOCATE ALL UTILITIES PRIOR TO EXCAVATION AND NOTIFY ALL UTILITY OWNERSHAVING UNDERGROUND UTILITIES ON SITE PRIOR TO EXCAVATION.2.UNLESS OTHERWISE INDICATED ON SITE LAYOUT PLAN, REPLACE MATERIALS INKIND ATOP UTILITY TRENCHING.3.SEE ELECTRICAL DRAWINGS FOR LAYOUT OF UNDERGROUND ELECTRICAL ANDLIGHTING.4.INSTALL EXPANSION JOINTS PER PLAN, NOT TO EXCEED EVERY 24' IN CONCRETEAND IN AREAS WHERE CONCRETE ABUTS CURBS AND OTHER FIXED OBJECTS.5.VERIFY DIMENSIONS AND ACCEPT CONDITIONS BEFORE PROCEEDING WITHWORK. REPORT DISCREPANCIES TO LANDSCAPE ARCHITECT BEFOREPROCEEDING.6.DO NOT SCALE FROM MEASURING DRAWINGS.7.WALKS, DRIVES, CURBS, PARKING, & BUILDING LOCATIONS TO BE LAID OUT INTHE 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 PC605 West State Street, Suite A Ithaca, NY 14850 (607) 272-647711.SEE SHEET L-501 FOR PAY ITEM NUMBERS FOR WORK IN NYSDOT ROW ALONGSENECA STREET.LAYOUT NOTESLEGENDINSET 1:10010'20'SITE LAYOUT &MATERIALS0'-1"" = 10'-0"L-201CONTRACT LIMIT LINEPROPERTY LINEROW LINESHEET MATCHLINESAWCUT PAVEMENTPOINT OF BEGINNINGTRANSFORMER ENCLOSUREASPHALT PAVEMENTA1,A2,A3L-501C5L-501B5L-501C5L-501MAGLIN KONTUR TABLE & CHAIRS11 UPUPUPEE 394.522% 2% 2% 4.3% MAX 2.4% MAX 2% 1.5% 1.5%0.3% 1%TRENCH DRAIN;SEE CIVILFFE 395.07394FFE 394.54FFE 394.971%MAX1:12MAX394.53954.7%MAX1.5%MAX2%MAX394.51 %1%1 %5%5%1 % 3.4%2%1%39 5 1.8%1.7%1.2%1.2%3.4%FFE 394.54FFE 394.54FFE 394.541.5%394394.5394393.5393.5393.5393.53933 9 3 . 5 3%FFE 394.54TC 394.0BC 393.5394.21394.39TC/BC 394.06TC 393.86BC 393.36393.74EE 394.52TC/BC393.04TC/BC 393.05TC 394.17BC 393.67MATCH EXISTINGTC ±394.26BC ±393.84394.30394.33EE 394.52394.38EE 394.52394.38TC 394.36BC 393.94TC/BC 394.02TC 394.50BC 394.00394.66394.80TC 393.57BC 393.15TC/BC393.13TC 393.41BC 392.91TC 393.40BC 392.90TC/BC 393.00393.63393.54393.40TC/BC 393.45TC 393.64BC 393.14EE 394.60EE395.05EE 394.52TC 392.96BC 392.46TC/BC 392.67TC/BC 392.80TC 393.36BC 392.86393.58393.44EE 394.52394.50394.79EE 395394.80394.69394.65394.77394.60394.58EE 394.60MATCH EXISTING GRADE±393.52MATCH EXISTING GRADE±393.79MATCH EXISTING GRADE±394.5MATCH EXISTING GRADE±395.3HP TS 395.65BS 395.32TS 395.56BS 395.08394.86394.98394.58394.50EE394.95395.12TS 395.63BS 395.30TS 395.58BS 395.00394.90394.69RIM 394.39394.00394.82EE 394.52RIM 394.40EE 394.95394.5394.68394.46394.46394.41394.46394.97394.54394.54394.69394.85MATCH EXISTING GRADE±393.30MATCH EXISTING GRADE±393.49394.53394.53394.97394.91394.91394.83394.91RIM 394.30RIM 393.83394.60394.59394.59394.60394.75394.60EE 394.80RIM 394.33394.80EE 394.80EE 394.80394.80395.30394.80HP 395394.54395.02395.02394.54394.44394.44394.5394.5394.5MATCH EXISTING GRADE±393MATCH EXISTING GRADE±393.50TC/BC 394.50BC 393.8394.07393.68393.71RIM 394.77393.60394.82394.70394.65394.60394.50394393.88394.46TC/BC 394BC 393.5TC/BC 393.77BC MATCH EXISTING±393.5394.45394.74394.57UNDER DRAIN; SEE CIVILTS 394.10BS 393.77EE 394.52TS 394.45BS 394.12394.48393.76TW 394.41BW 393.70TS 394.03BS/BW 393.70394.80TS 395.05BS 394.80TS 394.97BS 394.72TS 395BS 394.75TS 394.92BS 394.67TW / BW394.38TW / BW394.41394.90395.21394.88TS 394.38BS 394.05TC 393.45BC 393.07TC 393.45BC 393.14BOTTOM A.C. UNIT ELEV402.3BOTTOM A.C. UNIT ELEV399.1TW / BW394.26394.33394.23TW / BW394.29TW / BW394.381%394.802%MAX3 9 3 . 5 393393.5 TC/BC 392.37TC/BC 393.57TC 392.81BC 392.31TC 393.02BC 392.52TC/BC 392.55TC/BC 392.68TC 393.20BC 392.70392.90393.05393.18393.22393.15393.34393.30MATCH EXISTING±393.68RIM 393.23393.60393.57393.36393.41MATCH EXISTING GRADE±393.28MATCH EXISTING GRADE±393TS 393.97BS 393.47TS 394BS 393.5TS 394.18BS 393.68TS 394BS 393.50TC/BC 393.50BC MATCH EXISTING±393.22UNDER DRAIN; SEE CIVILBOTTOM A.C. UNIT ELEV402.3BOTTOM A.C. UNIT ELEV401.5RIM±392.45430-444 WestState / MLK StreetDATEDESCRIPTIONITHACA, NEW YORKCOPYRIGHT: 2019ERIC 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 TITLESCALE:SHEET NO.STAMPT.G. Miller, P.C.605 West State Street, Suite ACIVIL ENGINEERSJOB NO.ECA # 725Ithaca, New York 14850Trowbridge Wolf MichaelsLandscape Architects LLP1001 West Seneca StreetSuite 201LANDSCAPEIthaca, New York 14850Taitem110 S. Albany StreetSTRUCTURAL & MEP ENGINEERSIthaca, New York 14850717 5TH STREET NW WASHINGTON, DC 20001230 COLONIAL DRIVEHORSEHEADS, NEW YORKARNOT ITHACA 2, LLC12.23.2020PERMIT SET03.11.2021100% CONSTRUCTION DOCUMENT SET1430-444 WestState / MLK StreetDATEDESCRIPTIONITHACA, NEW YORKCOPYRIGHT: 2019ERIC 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 TITLESCALE:SHEET NO.STAMPT.G. Miller, P.C.605 West State Street, Suite ACIVIL ENGINEERSJOB NO.ECA # 725Ithaca, New York 14850Trowbridge Wolf MichaelsLandscape Architects LLP1001 West Seneca StreetSuite 201LANDSCAPEIthaca, New York 14850Taitem110 S. Albany StreetSTRUCTURAL & MEP ENGINEERSIthaca, New York 14850717 5TH STREET NW WASHINGTON, DC 20001230 COLONIAL DRIVEHORSEHEADS, NEW YORKARNOT ITHACA 2, LLC12.23.2020PERMIT SET03.11.2021100% CONSTRUCTION DOCUMENT SET1INSET 1:10GRADING LEGENDFFEEETSBRTWBWCOTCBCMAJOR PROPOSED CONTOUREXISTING CONTOURMINOR PROPOSED CONTOURFINISH FLOOR ELEVATIONENTRY ELEVATIONTOP OF SLABBOTTOM OF SLABTOP OF WALLBOTTOM OF WALLCLEAN OUT RIM ELEVATIONTOP OF CURBBOTTOM OF CURBSPOT ELEVATIONGRADING NOTES1.ALL EXISTING STRUCTURES, UNLESS OTHERWISE NOTED TOREMAIN, FENCING, TREES, ETC., WITHIN CONSTRUCTION AREASHALL BE REMOVED & DISPOSED OF OFF SITE.2.GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIESHAVING UNDERGROUND UTILITIES ON SITE OR IN RIGHT-OF-WAYPRIOR TO EXCAVATION. CONTRACTOR SHALL CONTACT UTILITYLOCATING COMPANY AND LOCATE ALL UTILITIES PRIOR TOGRADING START.3.SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROLMEASURES HAVE BEEN INSTALLED.4.MINIMIZE IMPACT TO EXISTING, REMAINING LANDSCAPE WHILEEXCAVATING. GREAT CARE IS TO BE TAKEN TO AVOID DISTURBINGROOTS OF EXISTING TREES. HAND EXCAVATION & AIR SPADINGWILL BE REQUIRED WHERE EXISTING TREE ROOTS ARE PRESENT.5.ALL EXISTING UTILITY COVERS AND GRATES WITHIN THE AREA OFDISTURBANCE ARE TO BE ADJUSTED TO MEET PROPOSEDGRADES.6.MATCH EXISTING GRADE AT ALL EDGES WHERE PROJECT WORKMEETS 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 AMAXIMUM 5% RUNNING SLOPE AS REQUIRED BY CODE.10.MINIMIZE GRADING WITHIN W. STATE STREET / MLK; MATCH TOEXISTING BOTTOM OF CURB ELEVATIONSTC 863.66BC 863.33010'20'0'-1"" = 10'-0"L-301SITE GRADINGCONTRACT LIMIT LINEPROPERTY LINEROW LINEMATCHLINEGRADE BREAKPROPOSED HALF CONTOURHPHIGH POINT MULCHED PROTECTION, TYP.3' DEPTH TREE & SHRUB PLANTING SOIL, TYP.3' DEPTH CU STRUCTURAL SOIL, TYP.TURF SOIL, TYP.ITEM 610.1403TREE & SHRUB PLANTING SOILTREE & SHRUB PLANTING SOIL;ITEM 610.1404430-444 WestState / MLK StreetDATEDESCRIPTIONITHACA, NEW YORKCOPYRIGHT: 2019ERIC 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 TITLESCALE:SHEET NO.STAMPT.G. Miller, P.C.605 West State Street, Suite ACIVIL ENGINEERSJOB NO.ECA # 725Ithaca, New York 14850Trowbridge Wolf MichaelsLandscape Architects LLP1001 West Seneca StreetSuite 201LANDSCAPEIthaca, New York 14850Taitem110 S. Albany StreetSTRUCTURAL & MEP ENGINEERSIthaca, New York 14850717 5TH STREET NW WASHINGTON, DC 20001230 COLONIAL DRIVEHORSEHEADS, NEW YORKARNOT ITHACA 2, LLC12.23.2020PERMIT SET03.11.2021100% CONSTRUCTION DOCUMENT SET1430-444 WestState / MLK StreetDATEDESCRIPTIONITHACA, NEW YORKCOPYRIGHT: 2019ERIC 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 TITLESCALE:SHEET NO.STAMPT.G. Miller, P.C.605 West State Street, Suite ACIVIL ENGINEERSJOB NO.ECA # 725Ithaca, New York 14850Trowbridge Wolf MichaelsLandscape Architects LLP1001 West Seneca StreetSuite 201LANDSCAPEIthaca, New York 14850Taitem110 S. Albany StreetSTRUCTURAL & MEP ENGINEERSIthaca, New York 14850717 5TH STREET NW WASHINGTON, DC 20001230 COLONIAL DRIVEHORSEHEADS, NEW YORKARNOT ITHACA 2, LLC12.23.2020PERMIT SET03.11.2021100% CONSTRUCTION DOCUMENT SET11.SEE PLANTING DETAILS L500 SERIES FOR SUBSURFACE PREPARATIONS2.UPON ESTABLISHMENT OF SUBGRADE ELEVATIONS FOR LAWN AND LANDSCAPEAREAS, ALL SUBGRADE OUTSIDE OF EXISTING TREE PROTECTION ZONES SHALLBE DEEP RIPPED AND DECOMPACTED PRIOR TO PLACEMENT OF PROPOSED SOILMIXES. REFER TO SECTION 329113 SOIL PREPARATION FOR SPECIFICATIONS ANDREQUIREMENTS.3.CONTRACTOR TO DEMONSTRATE TO THE OWNER’S REPRESENTATIVE THATSUBGRADE HAS BEEN FRACTURED TO A DEPTH OF 20- TO 24-INCHES FORAPPROVAL PRIOR TO PLACING SOIL MIXES.4.CONTRACTOR TO CONFIRM PRESENCE OF EXISTING C.U. STRUCTURAL SOILALONG STATE STREET; CONTRACTOR'S OPTION TO EXCAVATE, STOCKPILE, ANDREINSTALL STRUCTURAL SOIL.5.CONTRACTOR TO PROVIDE ADDITIONAL C.U. STRUCTURAL SOIL AS REQUIRED TOMEET VOLUME INDICATED ON PLANS AND DETAILS.SOILS NOTESINSET 1:10SOILS LEGENDTURF SOILCU STRUCTURAL SOILTREE AND SHRUB PLANTING SOILEXISTING TREE TO REMAIN - MULCHED PROTECTION -4' FROM BASE OF TRUNK. SEE PLANTING PLAN010'20'0'-1"" = 10'-0"L-401SOILS PLANCONTRACT LIMIT LINEPROPERTY LINEROW LINESHEET MATCHLINESAWCUT PAVEMENTKEYMATERIALDETAIL1 3KpG2AcMi1KpGAERATE AND OVERSEED WITH TURFGRASS SEED MIX PER SPEC.1KpG2AcMi6JpN3JpN3JpN ANNUALS MIX; DISTRIBUTE EVENLY THROUGHOUT PLANTERS6JpN13JvG5CsAf7MpSS12JvG6HaA1CrSP9JvG1AcMi3MpSSTURFGRASS, TYP;NYSDOT ITEMS 610.1403, 610.16023CsAf3HaA5JvG430-444 WestState / MLK StreetDATEDESCRIPTIONITHACA, NEW YORKCOPYRIGHT: 2019ERIC 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 TITLESCALE:SHEET NO.STAMPT.G. Miller, P.C.605 West State Street, Suite ACIVIL ENGINEERSJOB NO.ECA # 725Ithaca, New York 14850Trowbridge Wolf MichaelsLandscape Architects LLP1001 West Seneca StreetSuite 201LANDSCAPEIthaca, New York 14850Taitem110 S. Albany StreetSTRUCTURAL & MEP ENGINEERSIthaca, New York 14850717 5TH STREET NW WASHINGTON, DC 20001230 COLONIAL DRIVEHORSEHEADS, NEW YORKARNOT ITHACA 2, LLC12.23.2020PERMIT SET03.11.2021100% CONSTRUCTION DOCUMENT SET1430-444 WestState / MLK StreetDATEDESCRIPTIONITHACA, NEW YORKCOPYRIGHT: 2019ERIC 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 TITLESCALE:SHEET NO.STAMPT.G. Miller, P.C.605 West State Street, Suite ACIVIL ENGINEERSJOB NO.ECA # 725Ithaca, New York 14850Trowbridge Wolf MichaelsLandscape Architects LLP1001 West Seneca StreetSuite 201LANDSCAPEIthaca, New York 14850Taitem110 S. Albany StreetSTRUCTURAL & MEP ENGINEERSIthaca, New York 14850717 5TH STREET NW WASHINGTON, DC 20001230 COLONIAL DRIVEHORSEHEADS, NEW YORKARNOT ITHACA 2, LLC12.23.2020PERMIT SET03.11.2021100% CONSTRUCTION DOCUMENT SET1SHRUBS & PERENNIALSPROPOSED TREEEXISTING TREE TO REMAIN1.ALL PLANTING BEDS TO BE PREPARED AS SPECIFIED: SHRUB BEDS TO BEPREPARED IN THEIR ENTIRETY WITH 24" OF PLANTING SOIL MIX. TREE PITS TO BEDUG TO DEPTH OF ROOTBALL BY 3X THE DIAMETER.2.AFTER BEDS ARE PREPARED, THE LANDSCAPE CONTRACTOR IS TO LOCATETREES, SHRUBS AND PERENNIALS AS SHOWN ON PLANS. TREE, SHRUB ANDPERENNIAL LOCATIONS ARE TO BE APPROVED BY LANDSCAPE ARCHITECTBEFORE 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 ANSI260.1 "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 EXISTINGTREES. PROTECT ROOTS OF EXISTING TREES DURING INSTALLATION.7.ALL DISTURBED AREAS THAT ARE NOT SHOWN AS PAVED OR PLANTED ARE TOBE SEEDED AS LAWN PER SPECIFICATION.8.TREES ALONG STATE STREET TO BE CENTERED IN TREE PITSPLANTING NOTESLEGENDINSET 1:10DOT PAY ITEMQTKEYBOTANICAL NAMECOMMON NAMESIZEROOTSPACINGCOMMENTSTREES611.01613AcMiAcer miyabei 'Morton'State Street Maple2 to 2 12"B&BPer PlanBranch to 5'1CrSPCornus 'Rutgan'Stellar Pink Dogwood1 12" to 1 34"B&BPer Plan4KpGKoelreuteria paniculataGoldenraintree2 to 2 12"B&BPer PlanSHRUBS & GRASSES8CsAFCornus sericea 'Arctic Fire'Arctic Fire Red Osier Dogwood24-36"#5 CONT.3' O.C.9HaAHydrangea arborescens 'Abetwo'INCREDIBALLSmooth Hydrangea3-4'#5 CONT49JvGJuniperus virginiana 'Grey Owl'Grey Owl Red Cedar18-24"#3 CONT24'" O.C.15JpNJuniperus procumbens 'Nana'Garden Juniper18-24"#1 CONT18'" O.C.10MpSSMorella pensylvanica 'Silver Sprite'Bayberry12-18"#3 CONT.4' O.C.1Morella pensylvanica 'Morton Male'Bayberry12-18"#3 CONT.4' O.C.1 For Every 6 MpSSANNUALS60Annuals Mix8" O.C.Distribute EvenlyThroughout PlantersLAWN ESTABLISHMENT010'20'0'-1"" = 10'-0"L-402PLANTING PLANCONTRACT LIMIT LINEPROPERTY LINEROW LINESHEET MATCHLINEKEYMATERIALDETAILL-501E2L-501E5L-501E1L-501E3ANNUALS MIX33% 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 VARIES6"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 PAVEMENTB4112"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 12" 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 PLANWIDTH AS SHOWN ON PLANMEDIUM 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 SIGNSD13'-0"TYP.12"7'-0" CLEARMIN., 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 CL 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 34" 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" 612"612"2'-712"8"212"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: ·4" (100mm) FOR SHRUBS ·3" (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 BASE24"MINScale: 1/4"=1'-0" TREE PLANTING: ITEM 611.0161E3 3X WIDTH OF ROOT BALL6" MINPLANT 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 ESTABLISHMENTE16"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 12" 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 AREAWITHIN FENCE.DO NOT STORE MATERIALS OR EQUIPMENTWITHIN THE FENCED AREA. 4X4X6' POSTS, TYP. 2X6 RAILS, TYP. FINISH GRADE4'-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 1:12MAXNOTES: 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 PLAN5" TYPScale: 1/4"=1'-0" ADA CURB RAMP TYPE 2C3 PITCH 1:12MAXNOTES: 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 PLAN5" TYPScale: 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 PLAN3'-0"Scale: 1/2"=1'-0" BOLLARD TYPE 1D33'-0"4'-0"1'-0"3'-0"414" 3.5" 414" 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, 4-12" O.D. Scale: 1/2"=1'-0" BOLLARD TYPE 2D44'-4"4'-0"1'-0"3'-0"334" 41 2" 334" 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 BOLLARDD53'-0"4'-0"1'-0"1'-0"31316"31316" COMPACTED SUBGRADE ADJACENT PAVING 12" SONOTUBE CONCRETE RELIANCE FOUNDRY STAINLESS STEEL BOLLARD POST, MODEL R-8902; 4-38" 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 NOTED L-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 PLAN1'-638"6"6" TYP.2'-2"4" TYP. 1" TYP.3"1'-638"412"412"1'-638"6"2% WASH 4"6" 2'-4" 6"4" 4'-0"PRECAST BENCH FRONT & REAR ISO: NTS 3"1" 1'-6 38"1'-4"PRECAST BENCH RIGHT & LEFT SIDE ELEVATION: NTS VARIESNOTES: 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'-41116" 1 8" EASED EDGES 1" CONTINUOUS SHADOW LINE FRONT SECTION / ELEVATION 12" 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 . M IN8" M IN 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'-612" 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'-638"4'-638"4'-0"4'-638"4'-638"4'-638"4'-638"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 1C41316"18-316"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 NOTED L-502 SITE DETAILS NORTH CORN STREETWEST STATE / MLK STREETTHAYER APPLIANCESTORESTATE STREET DINERNAPA AUTO PARTS STORECONCRETE WALKCONCRETE WALKWEST SENECA STREETDNUPPROPERTY LINEEXISTING STRUCTURES TO BE DEMOLISHEDEXISTING MASONRY WALLS TO REMAIN11'-6 7/8"50'-8 1/2" (V.I.F.)ZONE B-2DZONE CBD-5270'-3 3/8"D1D1D6D2D2D3D3D4D5D5D5D5D3D3D7D7D2D2D2D2D8D8D8D8D8D8D81A100.14A100.13A100.12A100.15A100.170'-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 & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTIONN3/32" = 1'-0"DEMOLITION PLANA100Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECTDEMO KEYNOTESDEMO NOTESD1 BEFORE PROCEEDING WITH DEMOLITIONWORK CONTRACTOR TO BRACE EXISTINGFACADE TO SUPPORT IT DURINGCONSTRUCTIOND2 HATCHED AREA IS THE EXISTING BUILDINGTO BE DEMOLISHEDD3 REMOVE EXISTING PAVING AND SITECONCRETED4 CAREFULLY REMOVE EXISTING FIREESCAPES WITHOUT DAMAGING EXISTINGMASONRYD5 REMOVE EXISTING FENCE AND LOWERAREA TO GRADED6 PORTION OF MAMA GOOSE BACK ALLEYFACADE TO REMAIN IS 12.5'D7 REMOVE EXISTING CURB CUTSD8 CONSULT STRUCTURAL DOCUMENTSREGARDING THE NEED TO REMOVEEXISTING FOOTINGS (FOUNDATIONS)WHERE EXISTING BUILDINGS ARE BEINGDEMOLISHED12.23.2020 PERMIT SET1 03.11.2021 100% 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 & FOUNDATIONSREMOVE EXISTING RAMP & RAILINGSREMOVE EXISTING PLATFORM & RAILINGSREMOVE EXISTING STEPS & RAILINGS3'-0"REMOVE BRICK AS NECESSARY FOR ENLARGED STOREFRONT OPENING (SEE NEW PLANS & ELEVATIONS) REMOVE ALL GLAZING, TRIM & FRAMINGPRESERVE & REPAIR ENTIRE MASONRY WALL & BRICKWORK REMOVE EXISTING STOREFRONTS, AWNINGS & DOORSREMOVE EXISTING FIRE STAIRS & ATTACHMENTS REMOVE EXISTING STRUCTURES & FOUNDATIONSNEIGHBORING STRUCTURES ON ADJACENT LOTSREMOVE EXISTING STRUCTURES & FOUNDATIONSREMOVE EXISTING FIRE STAIRS & ATTACHMENTS REMOVE EXISTING STRUCTURES & FOUNDATIONSNEIGHBORING 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 & FOUNDATIONREMOVE EXISTING STRUCTURES & FOUNDATIONSNEIGHBORING STRUCTURES ON ADJACENT LOTSREMOVE EXISTING RAMP & RAILINGSREMOVE EXISTING PLATFORM & RAILINGSPRESERVE & REPAIR ENTIRE MASONRY WALL & BRICKWORK ON SOUTH FACADE REMOVE EXISTING AWNINGSREMOVE EXISTING STRUCTURES & FOUNDATIONSREMOVE EXISTING PLATFORM & RAILINGSREMOVE ALL GLAZING, TRIM & FRAMINGPRESERVE & REPAIR ENTIRE MASONRY WALL & BRICKWORK REMOVE EXISTING AWNINGSREMOVE EXISTING FIRE STAIRS & ATTACHMENTS NEIGHBORING STRUCTURES ON ADJACENT LOTSREMOVE ALL WOOD & MASONRY INFILL FROM FRAMED OPENINGSREMOVE CELLAR DOOR AND INFILL WITH MASONRY TO MATCH REMOVE EXISTING GAS METERSREMOVE EXISTING PIV AND BOLLARDSREMOVE EXISTING FLOOR ASSEMBLIESREMOVE EXISTING FLOOR & ROOF ASSEMBLIESREMOVE ALL GLAZING, TRIM & FRAMINGPRESERVE & 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 -SEEPRESERVE & REPAIR STONE FOUNDATION/1A507REMOVE EXTERIOR CONCRETE ELEMENTSERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTIONAs indicatedDEMOLITIONELEVATIONS/SECTIONSA100.1Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECTDEMO KEYNOTESDEMO NOTESD1 BEFORE PROCEEDING WITH DEMOLITIONWORK CONTRACTOR TO BRACE EXISTINGFACADE TO SUPPORT IT DURINGCONSTRUCTIOND2 HATCHED AREA IS THE EXISTING BUILDINGTO BE DEMOLISHEDD3 REMOVE EXISTING PAVING AND SITECONCRETED4 CAREFULLY REMOVE EXISTING FIREESCAPES WITHOUT DAMAGING EXISTINGMASONRYD5 REMOVE EXISTING FENCE AND LOWERAREA TO GRADED6 PORTION OF MAMA GOOSE BACK ALLEYFACADE TO REMAIN IS 12.5'D7 REMOVE EXISTING CURB CUTSD8 CONSULT STRUCTURAL DOCUMENTSREGARDING THE NEED TO REMOVEEXISTING FOOTINGS (FOUNDATIONS)WHERE EXISTING BUILDINGS ARE BEINGDEMOLISHED1/8" = 1'-0"1DEMOLITION - SOUTH ELEVATION1/8" = 1'-0"2DEMOLITION - NORTH ELEVATION1/8" = 1'-0"3DEMOLITION - EAST ELEVATION1/8" = 1'-0"4DEMOLITION - WEST ELEVATION1/4" = 1'-0"5TYP. WALL TO REMAIN - SECTION11 03.11.2021 100% CONSTRUCTION DOCUMENT SET UPFDFDFDFDFDUPUPMMMMMMM1A2022A2022A2011A201L1L2L3L4L7L7L8L8LELHLLLNLPLQLR1A2051A205LIL10L10L6L6LJL12.1L12.1LMLKLKLBLBLALALDLDLOL13.2L13.2L14.1L14.1L15L15L9L9LFELECTRICROOM122COMMERCIALTENANT SPACE119CENTRAL STAIRELEV 1ELEV 2EXIT CORRIDOR125FULL128'-6"x18'ADA138'-6"x18'ADA148'-6"x18'FULL158'-6"x18'FULL168'-6"x18'FULL178'-6"x18'FULL188'-6"x18'FULL198'-6"x18'FULL208'-6"x18'FULL218'-6"x18'FULL228'-6"x18'FULL238'-6"x18'FULL248'-6"x18'FULL258'-6"x18'FULL268'-6"x18'FULL278'-6"x18'FULL288'-6"x18'FULL298'-6"x18'FULL308'-6"x18'FULL328'-6"x18'FULL318'-6"x18'FULL338'-6"x18'FULL348'-6"x18'FULL358'-6"x18'FULL378'-6"x18'FULL368'-6"x18'FULL388'-6"x18'FULL398'-6"x18'FULL408'-6"x18'FULL418'-6"x18'FULL428'-6"x18'FULL438'-6"x18'FULL448'-6"x18'FULL458'-6"x18'FULL468'-6"x18'FULL478'-6"x18'FULL488'-6"x18'FULL498'-6"x18'PROPERTY LINEPROPERTY LINEPROPERTY LINEL12.27'-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"/1A403/1A404/1A403/1A402/1A404/1A405/1A404/1A401LG.1YOGA STUDIO109PET SPA110RESIDENTLOUNGE107PET RELIEFAREA111WATERSERVICE ROOM105LEASINGOFFICE104PACKAGEROOM102EXIT CORRIDOR114RESTROOM113RESTROOM112BICYCLE ROOM115MAIL ROOM103ELEVATORLOBBY106LOBBY101TRASH ROOM1161A2041A2043A2053A2052A2042A204L14.2L14.2L13.1L13.1L5.114'-8 3/8"27'-0"27'-0"27'-6 3/8"29'-10 3/4"L11L16LG.2LCLCSEE DEMO DRWGEXISTING MAMA GOOSE FACADESTORAGE130STORAGE123BSTORAGE124BEAST STAIRTELECOMROOM118UTILITYCORRIDOR117FULL38'-6"x18'FULL28'-6"x18'FULL48'-6"x18'FULL58'-6"x18'FULL18'-6"x18'FULL68'-6"x18'FULL78'-6"x18'FULL88'-6"x18'FULL98'-6"x18'FULL108'-6"x18'FULL118'-6"x18'2A2052A205FITNESSCENTER108P2P2P2P2P1P3P4P5P6P7P8P8P2NORTH STAIRSEE DEMO DWGEXISTING MAMA GOOSE FACADEP9P312'-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 DRWGSEXISTING 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.P22P22P22P2274'-10 7/8"52'-6 3/8"10'-3 1/2"12'-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 & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTIONNAs indicated1ST FLOOR PLANA101Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECTPLAN KEYNOTESP1 STANDBY GENERATORP2 CONCRETE FILLED STEEL BOLLARD(S),SEE DETAIL X/A500P3 ACCESS VEHICLE CONTROL BARRIERGATE, LIFTMASTER MAT W/ 10FT ARMP4 STORAGE LOCKERSP5 TRASH COMPACTOR, MINI-MAC MODELBY MARATHON 5AP6 TRASH COMPACTOR TRASH BIN, MINIMAC MODEL BY MARATHON 5AP7 FDC CONNECTION, SEE FIREPROTECTION DWGSP8 PATIO, CONCRETE PLINTH W/ PLANTERS& PRECAST CONCRETE BENCHES, SEELANDSCAPE DRWGSP9 WOOD SLAT FENCEP10 PAINTED STEEL + GLASS CANOPYP11 RECYCLING CHUTE WITH 15% PADDEDOFFSET @ BOTTOM BY CHUTESINTERNATIONALP12 RECESSED FIRE EXTINGUISHER CABINETW/GLASS DOORP13 REAR DRAIN TOILET, Units 211-216 onlyP14 CUSTOM MILLWORK RECESSED SHELF ATTYPE 5C BATHROOMS ONLY, SEE SHEET5B/A602P15 FACTORY PAINTED ALUMINUM SUNSCREEN LOUVERSP16 ROOF DECK DRAIN, SEE PLUMBINGDRWGSP17 PAINTED STEEL GUARDRAILP18 GENERATOR EXHAUST SHAFT, SEEMECH. DWGSP19 MIN. 24" WIDE ALUM. OR GALV. STL.LADDER (U200 BY UPNOVR OR SIMILAR)P20 SURFACE MOUNTED FIRE EXTINGUISHERCABINET W/ GLASS DOORP21 INTERIOR WINDOW, SEE WINDOWSCHEDULEP22 ALL COLUMNS TO BE 3HR FIRE RATED -SEE DETAILS ON SHEET A510P23 MANIFOLD/WATER METERWALL-MOUNTED 30"x30" PTD ACCESSPANEL, FRAMELESS, BOTTOM SILLMOUNTED AT 9" A.F.F. IN ALLBATHROOMS (BEHIND DOOR SWING),HALLWAYS (CENTERED ON WALL) ANDCLOSET (AT CORNER) LOCATIONS.TYPICAL UNITS SHOWN AT 2ND FLOORENLARGED PLAN. ANY CONFLICTS TO BECOORDINATED WITH ARCHITECT.PLAN NOTES1112.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 SD SD SD SD SD OS SDSD SD SD OS SD OS OS OS OS SD OS OS OS OS SD OS SD OSPSSDYOGA 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_RSEE 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 EQEQVESTIBULE 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 UPDNFDFDFDFDFDDNTTTTTTMSSSUPDNMMMMMMM1A2022A2022A2011A2011A2051A205UNIT C1201UNIT A1202UNIT A2203UNIT A3204UNIT A4205UNIT D1206UNIT D2207UNIT D3208UNIT B1209UNIT D4210UNIT A5211UNIT A6212UNIT A7213UNIT A6214UNIT A7215UNIT A6216UNIT A8217UNIT D5218UNIT B2219UNIT D7221UNIT A9222UNIT A10223UNIT A9224UNIT A10225UNIT B3226UNIT D8227UNIT D9228UNIT D10229UNIT D11230UNIT A11232UNIT A12233UNIT C2234TELECOM236UNIT D6220A2034231EAST STAIRCENTRAL STAIRNORTH STAIRTRASH ROOM235PROPERTY LINEPROPERTY LINEPROPERTY LINEUNIT D12231126'-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 DRWGEXISTING MAMA GOOSE FACADE/1A407/1A406/1A407/1A408/1A406/1A410/1A406/1A409ELEVATOR LOBBY238NORTH CORRIDOR239SOUTH CORRIDOR2401A2041A2043A2053A2052A2042A20410'-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/DATA237SEE DEMO DWGEXISTING MAMA GOOSE FACADE28'-7".35'-3 5/8"1'-4 5/8"2A2052A205P11P11P13P13P13P13P13P12P12P12P12P12P12P103 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"P14P13P13P13P13P13P13SEE DEMO DRWGSEXISTING 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"70'-6"186'-9 3/8"65'-1 1/2"ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTIONN3/32" = 1'-0"2ND FLOOR PLANA102Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECTPLAN KEYNOTESP1 STANDBY GENERATORP2 CONCRETE FILLED STEEL BOLLARD(S),SEE DETAIL X/A500P3 ACCESS VEHICLE CONTROL BARRIERGATE, LIFTMASTER MAT W/ 10FT ARMP4 STORAGE LOCKERSP5 TRASH COMPACTOR, MINI-MAC MODELBY MARATHON 5AP6 TRASH COMPACTOR TRASH BIN, MINIMAC MODEL BY MARATHON 5AP7 FDC CONNECTION, SEE FIREPROTECTION DWGSP8 PATIO, CONCRETE PLINTH W/ PLANTERS& PRECAST CONCRETE BENCHES, SEELANDSCAPE DRWGSP9 WOOD SLAT FENCEP10 PAINTED STEEL + GLASS CANOPYP11 RECYCLING CHUTE WITH 15% PADDEDOFFSET @ BOTTOM BY CHUTESINTERNATIONALP12 RECESSED FIRE EXTINGUISHER CABINETW/GLASS DOORP13 REAR DRAIN TOILET, Units 211-216 onlyP14 CUSTOM MILLWORK RECESSED SHELF ATTYPE 5C BATHROOMS ONLY, SEE SHEET5B/A602P15 FACTORY PAINTED ALUMINUM SUNSCREEN LOUVERSP16 ROOF DECK DRAIN, SEE PLUMBINGDRWGSP17 PAINTED STEEL GUARDRAILP18 GENERATOR EXHAUST SHAFT, SEEMECH. DWGSP19 MIN. 24" WIDE ALUM. OR GALV. STL.LADDER (U200 BY UPNOVR OR SIMILAR)P20 SURFACE MOUNTED FIRE EXTINGUISHERCABINET W/ GLASS DOORP21 INTERIOR WINDOW, SEE WINDOWSCHEDULEP22 ALL COLUMNS TO BE 3HR FIRE RATED -SEE DETAILS ON SHEET A510P23 MANIFOLD/WATER METERWALL-MOUNTED 30"x30" PTD ACCESSPANEL, FRAMELESS, BOTTOM SILLMOUNTED AT 9" A.F.F. IN ALLBATHROOMS (BEHIND DOOR SWING),HALLWAYS (CENTERED ON WALL) ANDCLOSET (AT CORNER) LOCATIONS.TYPICAL UNITS SHOWN AT 2ND FLOORENLARGED PLAN. ANY CONFLICTS TO BECOORDINATED WITH ARCHITECT.12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 OS SDOS OS OS OS OS OS SD SD SD SD SD SD SD SD SD SDSDSD SD OS SD SDOS OSPSSDUNIT 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 208NORTH CORRIDOR239/1A407_R/1A406_R/1 A407_R /1 A408_R /1 A406_R /1 A410_R /1A406_R/1A409_RELEVATOR LOBBY238SOUTH 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 DNUPFDFDFDFDFDTTTTTTMSSSDNUPMMMMMMMOSSDOSOSOSOSOSOSSDSDSDSDSDSDSDSDSDSDSDSDSDOSSDSDOS1A2022A2022A2011A2011A2051A205UNIT C1301UNIT A1302UNIT A2303UNIT A3304UNIT A4305UNIT D1306UNIT D2307UNIT D3308UNIT B1309UNIT D4310UNIT A5311UNIT A6312UNIT A7313UNIT A6314UNIT A7315UNIT A6316UNIT A8317UNIT D5318UNIT B2319UNIT D7321UNIT A13322UNIT A14323UNIT A13324UNIT A14325UNIT B3326UNIT D8327UNIT D9328UNIT D10329UNIT D11330UNIT D12331UNIT A11332UNIT A12333UNIT C2334TELECOM336UNIT D6320A2034231TRASH ROOM335PROPERTY LINEPROPERTY LINEPROPERTY LINE126'-6 5/8"48'-1 3/8"153'-5 1/8"5'-3 1/2"/1A412/1A411/1A412/1A413/1A411/1A415/1A411/1A41410'-2 5/8"ELEVATOR LOBBY338NORTH CORRIDOR339SOUTH CORRIDOR3401A2041A2043A2053A2052A2042A204ELEC/DATA3371'-9"5'-2"1'-9"2A2052A205P12P12P12P12P12P12P11P11P10EAST STAIRNORTH STAIRCENTRAL STAIR68'-11 1/4"SEE DEMO DRWGSEXISTING 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"P1496'-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 DWGEXISTING MAMA GOOSE FACADE6'-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 DRWGEXISTING MAMA GOOSE FACADE1'-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"P15P15P15P1550'-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 & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTIONN3/32" = 1'-0"3RD FLOOR PLANA103Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECTPLAN KEYNOTESP1 STANDBY GENERATORP2 CONCRETE FILLED STEEL BOLLARD(S),SEE DETAIL X/A500P3 ACCESS VEHICLE CONTROL BARRIERGATE, LIFTMASTER MAT W/ 10FT ARMP4 STORAGE LOCKERSP5 TRASH COMPACTOR, MINI-MAC MODELBY MARATHON 5AP6 TRASH COMPACTOR TRASH BIN, MINIMAC MODEL BY MARATHON 5AP7 FDC CONNECTION, SEE FIREPROTECTION DWGSP8 PATIO, CONCRETE PLINTH W/ PLANTERS& PRECAST CONCRETE BENCHES, SEELANDSCAPE DRWGSP9 WOOD SLAT FENCEP10 PAINTED STEEL + GLASS CANOPYP11 RECYCLING CHUTE WITH 15% PADDEDOFFSET @ BOTTOM BY CHUTESINTERNATIONALP12 RECESSED FIRE EXTINGUISHER CABINETW/GLASS DOORP13 REAR DRAIN TOILET, Units 211-216 onlyP14 CUSTOM MILLWORK RECESSED SHELF ATTYPE 5C BATHROOMS ONLY, SEE SHEET5B/A602P15 FACTORY PAINTED ALUMINUM SUNSCREEN LOUVERSP16 ROOF DECK DRAIN, SEE PLUMBINGDRWGSP17 PAINTED STEEL GUARDRAILP18 GENERATOR EXHAUST SHAFT, SEEMECH. DWGSP19 MIN. 24" WIDE ALUM. OR GALV. STL.LADDER (U200 BY UPNOVR OR SIMILAR)P20 SURFACE MOUNTED FIRE EXTINGUISHERCABINET W/ GLASS DOORP21 INTERIOR WINDOW, SEE WINDOWSCHEDULEP22 ALL COLUMNS TO BE 3HR FIRE RATED -SEE DETAILS ON SHEET A510P23 MANIFOLD/WATER METERWALL-MOUNTED 30"x30" PTD ACCESSPANEL, FRAMELESS, BOTTOM SILLMOUNTED AT 9" A.F.F. IN ALLBATHROOMS (BEHIND DOOR SWING),HALLWAYS (CENTERED ON WALL) ANDCLOSET (AT CORNER) LOCATIONS.TYPICAL UNITS SHOWN AT 2ND FLOORENLARGED PLAN. ANY CONFLICTS TO BECOORDINATED WITH ARCHITECT.12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 OS SDOS OS OS OS OS OS SD SD SD SD SD SD SD SD SD SDSDSD SD OS SD SDOS OSPSSD/1A412_R/1A411_R/1 A412_R /1 A413_R /1 A411_R /1 A415_R /1A411_R/1A414_RUNIT 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 LOBBY338SOUTH CORRIDOR 340 NORTH CORRIDOR339UNIT 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 DNUPFDFDFDFDFDTTTTTTMSSSUPDNMMMMMMMOSSDOSOSOSOSOSOSSDSDSDSDSDSDSDSDSDSDSDSDSDOSSDSDOSOSSDOSOSOSOSOSOSSDSDSDSDSDSDSDSDSDSDSDSDSDOSSDSDOS1A2022A2022A2011A2011A2051A205UNIT C1401UNIT A1402UNIT A2403UNIT A3404UNIT A4405UNIT D1406UNIT D2407UNIT D3408UNIT B1409UNIT D4410UNIT A5411UNIT A6412UNIT A7413UNIT A6414UNIT A7415UNIT A6416UNIT A8417UNIT D5418UNIT D13420UNIT B4422UNIT A15423UNIT A13424UNIT A14425UNIT B3426UNIT D8427UNIT D9428UNIT D10429UNIT D11430UNIT D12431UNIT A11432UNIT A12433UNIT C2434TELECOM4364231TRASH ROOM43548'-1 3/8"11'-6 7/8"1'-7 1/4"9'-0"12'-8"9'-0"6'-5"TERRACE/1A417/1A416/1A417/1A418/1A416/1A420/1A416/1A419ELEVATOR LOBBY438NORTH CORRIDOR439SOUTH CORRIDOR4401A2041A2043A2053A2052A2042A204ELEC/DATA4372A2052A205P12P12P12P12P12P12P11P11P16P16P10EAST STAIRNORTH STAIRCENTRAL STAIR68'-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"P1496'-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"P16P16P16P15P15P15P1565'-1 1/2"ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTIONN3/32" = 1'-0"4TH FLOOR PLANA104Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECTPLAN KEYNOTESP1 STANDBY GENERATORP2 CONCRETE FILLED STEEL BOLLARD(S),SEE DETAIL X/A500P3 ACCESS VEHICLE CONTROL BARRIERGATE, LIFTMASTER MAT W/ 10FT ARMP4 STORAGE LOCKERSP5 TRASH COMPACTOR, MINI-MAC MODELBY MARATHON 5AP6 TRASH COMPACTOR TRASH BIN, MINIMAC MODEL BY MARATHON 5AP7 FDC CONNECTION, SEE FIREPROTECTION DWGSP8 PATIO, CONCRETE PLINTH W/ PLANTERS& PRECAST CONCRETE BENCHES, SEELANDSCAPE DRWGSP9 WOOD SLAT FENCEP10 PAINTED STEEL + GLASS CANOPYP11 RECYCLING CHUTE WITH 15% PADDEDOFFSET @ BOTTOM BY CHUTESINTERNATIONALP12 RECESSED FIRE EXTINGUISHER CABINETW/GLASS DOORP13 REAR DRAIN TOILET, Units 211-216 onlyP14 CUSTOM MILLWORK RECESSED SHELF ATTYPE 5C BATHROOMS ONLY, SEE SHEET5B/A602P15 FACTORY PAINTED ALUMINUM SUNSCREEN LOUVERSP16 ROOF DECK DRAIN, SEE PLUMBINGDRWGSP17 PAINTED STEEL GUARDRAILP18 GENERATOR EXHAUST SHAFT, SEEMECH. DWGSP19 MIN. 24" WIDE ALUM. OR GALV. STL.LADDER (U200 BY UPNOVR OR SIMILAR)P20 SURFACE MOUNTED FIRE EXTINGUISHERCABINET W/ GLASS DOORP21 INTERIOR WINDOW, SEE WINDOWSCHEDULEP22 ALL COLUMNS TO BE 3HR FIRE RATED -SEE DETAILS ON SHEET A510P23 MANIFOLD/WATER METERWALL-MOUNTED 30"x30" PTD ACCESSPANEL, FRAMELESS, BOTTOM SILLMOUNTED AT 9" A.F.F. IN ALLBATHROOMS (BEHIND DOOR SWING),HALLWAYS (CENTERED ON WALL) ANDCLOSET (AT CORNER) LOCATIONS.TYPICAL UNITS SHOWN AT 2ND FLOORENLARGED PLAN. ANY CONFLICTS TO BECOORDINATED WITH ARCHITECT.12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 OSSDOSOSOSOSOSOSSDSDSDSDSDSDSDSDSDSDSDSDSDOSSDSDOSOSPSSD/1A417_R/1A416_R/1A417_R/1A418_R/1A416_R/1A420_R/1A416_R/1A419_RUNIT B4422UNIT A15423UNIT A13424UNIT A14425UNIT D5418UNIT A8417UNIT A6416UNIT A7415UNIT A6414UNIT A7413UNIT A6412UNIT A5411UNIT D4410UNIT D9428UNIT D8427UNIT B3426UNIT D11430UNIT D10429UNIT D12431UNIT A11432UNIT A12433UNIT C2434UNIT A1402UNIT A2403UNIT A3404UNIT A4405UNIT C1401UNIT D1406UNIT D2407UNIT B1409UNIT D3408UNIT D13420ELEVATOR LOBBY438SOUTH CORRIDOR440NORTH CORRIDOR439TELECOM436TRASH ROOM435SEE ELEC. & MECH. DWGSSEE ELEC. & MECH. DWGSSEE ELEC. & MECH. DWGSEAST STAIRNORTH STAIRCENTRAL STAIRELEC/DATA437SEE ELEC. & MECH. DWGSSEE ELEC. & MECH. DWGSSEE ELEC. & MECH. DWGS1. 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 INFORMATION10. 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 CENTERLINERETURN -SEE MECH. DWGS EXHAUST/SUPPLY -SEE MECH. DWGS PSOSSDRCP LEGENDRCP GRAPHIC KEYRCP GENERAL NOTESEXPOSED CONCRETE CEILING SLAB5/8" GYPSUM BOARD CEILING, PTD;HT 8'-4 1/2" AFF5/8" GYPSUM BOARD CEILING, PTD;HT 8'-0" AFFSURFACE MOUNT DOWNLIGHT, WET LOCATIONPENDANT 1/2" GYPSUM BOARD CEILING, PTD. (U.N.O.); HT 7'-10" AFFELEC. PANEL -SEE ELEC. DWGS TELECOM PANEL -SEE ELEC. DWGS INTERCOM -SEE ELEC. DWGS ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTIONNAs indicated4TH FLOOR RCPA104_RTaitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SETADJUSTED PER ARCH. BACKGROUND CHANGES.ACCESS PANELS, SMOKE DETECTORS, OCCUPANCY SENSORS ADDED FOR CLARIFICATION.11ALL INTERCOM PANELS REMOVED.11 DNFDFDFDFDFDTTTTTTMSSSDNMMMMMMMOSSDOSOSOSOSOSOSSDSDSDSDSDSDSDSDSDSDSDSDSDOSSDSDOSOSSDOSOSOSOSOSOSSDSDSDSDSDSDSDSDSDSDSDSDSDOSSDSDOSOSSDOSOSOSOSOSOSSDSDSDSDSDSDSDSDSDSDSDSDSDOSSDSDOS1A2022A2022A2011A2011A2051A205UNIT C1501UNIT A1502UNIT A2503UNIT A3504UNIT A4505UNIT D1506UNIT D2507UNIT D3508UNIT B1509UNIT D4510UNIT A5511UNIT A6512UNIT A7513UNIT A6514UNIT A7515UNIT A6516UNIT A8517UNIT D5518UNIT D13520UNIT B4522UNIT A15523UNIT A13524UNIT A14525UNIT D14527UNIT B5530UNIT D12531UNIT A11532UNIT A12533UNIT C2534TELECOM536A2034231TRASH ROOM535PROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINE48'-1 3/8"1'-7 1/4"9'-0"12'-8"9'-0"6'-5"ROOF DECK W/ GRILLING STATIONS/1A422/1A421/1A422/1A423/1A421/1A425/1A421/1A424ELEVATOR LOBBY538SOUTH CORRIDOR5401A2041A2043A2053A2052A2042A204NORTHCORRIDOR539ELEC/DATA5371'-10 5/8"6'-0"3'-0 3/4"9'-0"1'-7"2A2052A205P12P12P12P12P12P17P17P17P11P11P10EAST STAIRNORTH STAIRCENTRAL STAIR5'-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"P1296'-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"P15P15P15P1565'-1 1/2"ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTIONN3/32" = 1'-0"5TH FLOOR PLANA105Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECTPLAN KEYNOTESP1 STANDBY GENERATORP2 CONCRETE FILLED STEEL BOLLARD(S),SEE DETAIL X/A500P3 ACCESS VEHICLE CONTROL BARRIERGATE, LIFTMASTER MAT W/ 10FT ARMP4 STORAGE LOCKERSP5 TRASH COMPACTOR, MINI-MAC MODELBY MARATHON 5AP6 TRASH COMPACTOR TRASH BIN, MINIMAC MODEL BY MARATHON 5AP7 FDC CONNECTION, SEE FIREPROTECTION DWGSP8 PATIO, CONCRETE PLINTH W/ PLANTERS& PRECAST CONCRETE BENCHES, SEELANDSCAPE DRWGSP9 WOOD SLAT FENCEP10 PAINTED STEEL + GLASS CANOPYP11 RECYCLING CHUTE WITH 15% PADDEDOFFSET @ BOTTOM BY CHUTESINTERNATIONALP12 RECESSED FIRE EXTINGUISHER CABINETW/GLASS DOORP13 REAR DRAIN TOILET, Units 211-216 onlyP14 CUSTOM MILLWORK RECESSED SHELF ATTYPE 5C BATHROOMS ONLY, SEE SHEET5B/A602P15 FACTORY PAINTED ALUMINUM SUNSCREEN LOUVERSP16 ROOF DECK DRAIN, SEE PLUMBINGDRWGSP17 PAINTED STEEL GUARDRAILP18 GENERATOR EXHAUST SHAFT, SEEMECH. DWGSP19 MIN. 24" WIDE ALUM. OR GALV. STL.LADDER (U200 BY UPNOVR OR SIMILAR)P20 SURFACE MOUNTED FIRE EXTINGUISHERCABINET W/ GLASS DOORP21 INTERIOR WINDOW, SEE WINDOWSCHEDULEP22 ALL COLUMNS TO BE 3HR FIRE RATED -SEE DETAILS ON SHEET A510P23 MANIFOLD/WATER METERWALL-MOUNTED 30"x30" PTD ACCESSPANEL, FRAMELESS, BOTTOM SILLMOUNTED AT 9" A.F.F. IN ALLBATHROOMS (BEHIND DOOR SWING),HALLWAYS (CENTERED ON WALL) ANDCLOSET (AT CORNER) LOCATIONS.TYPICAL UNITS SHOWN AT 2ND FLOORENLARGED PLAN. ANY CONFLICTS TO BECOORDINATED WITH ARCHITECT.12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 OSSDOSOSOSOSOSOSSDSDSDSDSDSDSDSDSDSDSDSDOSSDSDOSSDOSPSSD/1A422_R/1A421_R/1A422_R/1A423_R/1A421_R/1A425_R/1A421_R/1A424_RUNIT A15523UNIT A13524UNIT A14525UNIT D5518UNIT A8517UNIT A6516UNIT A7515UNIT A6514UNIT A7513UNIT A6512UNIT A5511UNIT D4510UNIT D14527UNIT B5530UNIT D12531UNIT A11532UNIT A12533UNIT C2534UNIT A1502UNIT A2503UNIT A3504UNIT A4505UNIT C1501UNIT D1506UNIT D2507UNIT B1509UNIT D3508TELECOM536TRASH ROOM535SEE ELEC. & MECH. DWGSSEE ELEC. & MECH. DWGSSEE ELEC. & MECH. DWGSELEVATOR LOBBY538SOUTH CORRIDOR540UNIT B4522UNIT D13520EAST STAIRNORTH STAIRCENTRAL STAIRELEC/DATA537SEE ELEC. & MECH. DWGSSEE ELEC. & MECH. DWGSSEE ELEC. & MECH. DWGSNORTH CORRIDOR5391. 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 INFORMATION10. 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 CENTERLINERETURN -SEE MECH. DWGS EXHAUST/SUPPLY -SEE MECH. DWGS PSOSSDRCP LEGENDRCP GRAPHIC KEYRCP GENERAL NOTESEXPOSED CONCRETE CEILING SLAB5/8" GYPSUM BOARD CEILING, PTD;HT 8'-4 1/2" AFF5/8" GYPSUM BOARD CEILING, PTD;HT 8'-0" AFFSURFACE MOUNT DOWNLIGHT, WET LOCATIONPENDANT 1/2" GYPSUM BOARD CEILING, PTD. (U.N.O.); HT 7'-10" AFFELEC. PANEL -SEE ELEC. DWGS TELECOM PANEL -SEE ELEC. DWGS INTERCOM -SEE ELEC. DWGS ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTIONNAs indicated5TH FLOOR RCPA105_RTaitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SETADJUSTED PER ARCH. BACKGROUND CHANGES.ACCESS PANELS, SMOKE DETECTORS, OCCUPANCY SENSORS ADDED FOR CLARIFICATION.11ALL INTERCOM PANELS REMOVED.11 FDFDFDFDFDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDTTTTTTMSSSMMMMMMMOSSDOSOSOSOSOSOSSDSDSDSDSDSDSDSDSDSDSDSDSDOSSDSDOSOSSDOSOSOSOSOSOSSDSDSDSDSDSDSDSDSDSDSDSDSDOSSDSDOSOSSDOSOSOSOSOSOSSDSDSDSDSDSDSDSDSDSDSDSDOSSDSDOSOSSDOSOSOSOSOSOSSDSDSDSDSDSDSDSDSDSDSDSDSDOSSDSDOS1A2022A2022A2011A2011A2051A2054231PROPERTY LINEPROPERTY LINEPROPERTY LINEELEVATOR OVERRUN1A2041A2043A2053A2052A2042A204DHWR1013/8" / 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"2A2052A2051/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"P19P18P912'-0" SETBACK FOR MECHANICAL EQUIPMENT12'-0" SETBACK FOR MECHANICAL EQUIPMENT12'-0" SETBACK FOR MECHANICAL EQUIPMENTP15P15P15P15P15P15P15P15P15P15ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTIONN3/32" = 1'-0"ROOF PLANA106Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECTPLAN KEYNOTESP1 STANDBY GENERATORP2 CONCRETE FILLED STEEL BOLLARD(S),SEE DETAIL X/A500P3 ACCESS VEHICLE CONTROL BARRIERGATE, LIFTMASTER MAT W/ 10FT ARMP4 STORAGE LOCKERSP5 TRASH COMPACTOR, MINI-MAC MODELBY MARATHON 5AP6 TRASH COMPACTOR TRASH BIN, MINIMAC MODEL BY MARATHON 5AP7 FDC CONNECTION, SEE FIREPROTECTION DWGSP8 PATIO, CONCRETE PLINTH W/ PLANTERS& PRECAST CONCRETE BENCHES, SEELANDSCAPE DRWGSP9 WOOD SLAT FENCEP10 PAINTED STEEL + GLASS CANOPYP11 RECYCLING CHUTE WITH 15% PADDEDOFFSET @ BOTTOM BY CHUTESINTERNATIONALP12 RECESSED FIRE EXTINGUISHER CABINETW/GLASS DOORP13 REAR DRAIN TOILET, Units 211-216 onlyP14 CUSTOM MILLWORK RECESSED SHELF ATTYPE 5C BATHROOMS ONLY, SEE SHEET5B/A602P15 FACTORY PAINTED ALUMINUM SUNSCREEN LOUVERSP16 ROOF DECK DRAIN, SEE PLUMBINGDRWGSP17 PAINTED STEEL GUARDRAILP18 GENERATOR EXHAUST SHAFT, SEEMECH. DWGSP19 MIN. 24" WIDE ALUM. OR GALV. STL.LADDER (U200 BY UPNOVR OR SIMILAR)P20 SURFACE MOUNTED FIRE EXTINGUISHERCABINET W/ GLASS DOORP21 INTERIOR WINDOW, SEE WINDOWSCHEDULEP22 ALL COLUMNS TO BE 3HR FIRE RATED -SEE DETAILS ON SHEET A510P23 MANIFOLD/WATER METERWALL-MOUNTED 30"x30" PTD ACCESSPANEL, FRAMELESS, BOTTOM SILLMOUNTED AT 9" A.F.F. IN ALLBATHROOMS (BEHIND DOOR SWING),HALLWAYS (CENTERED ON WALL) ANDCLOSET (AT CORNER) LOCATIONS.TYPICAL UNITS SHOWN AT 2ND FLOORENLARGED PLAN. ANY CONFLICTS TO BECOORDINATED WITH ARCHITECT.12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 1A508Sim1A508SimGBSBGBGBPPGBPPSBPPCASREOPMPMEOWBSRSR2'-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"6A5069A506WBWBWBWBWBEAEAEALHLHWBJMBSBSBSBSBSBSEAPPSBSBSBSF258'-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"PGGREEN ROOF LEGENDTAGBSCAEOJMLHPGPMSMSR1WBBENCH SEATINGDESCRIPTIONSIZENOTES18"x60"x18"OUTDOOR, STATIONARY BENCH W/ STAINLESS STEEL BASE & WOOD SLAT SEATING SURFACECORAL BURST CRAB APPLE1"-1.5" CAL.COLUMNAR ENGLISH OAK HYBRIDBLOODGOOD JAPANESE MAPLE#15 CONT.4'-5" TALLLIMELIGHT HYDRANGEA#10 CONT.TREE FORMPERENNIAL GARDEN#1 CONT.PERENNIAL BED SOIL TO BE MOUNDED TO 12" DEEP UNDER JAPANESE MAPLE (JM)PAPERBARK MAPLEPRE-GROWN SEDUM MATSOD 3'x6'SAFETY RAILING, 4TH FL36" TALL117 FTWHITESPIRE BIRCH7'-8"MULTI-STEMQUANTITY61212621,891 SF(234 SF @ 4TH; 1,657 SF @ 5TH)9 SEGMENTS1EAEMERALD ARBORVITAE5'-6" CONT.3GBGRAVEL BASE234 SF#2 ROUND GRAVEL BALLAST39 CF(@ 2" DEPTH)1"-1.5" CAL.AUTUMN JOY SEDUMBLUE WONDER CATMINTBUTTERFLY WEEDGOLDSTURM BLACK-EYED SUSANHAMELN PENNISETUMMAGNUS PURPLE CONEFLOWER#1 CONT.#1 CONT.#1 CONT.#1 CONT.#1 CONT.CHIVES1 PINTDRAGON'S BLOOD SEDUM#1 CONT.6666666123 SF1"-1.5" CAL.SR2SAFETY RAILING, 5TH FL25" TALL162 FT3 SEGMENTSERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTION1/4" = 1'-0"GREEN ROOF PLANSA107Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"14TH FLOOR TERRACE1/4" = 1'-0"25TH FLOOR TERRACE11 03.11.2021 100% CONSTRUCTION DOCUMENT SET 1ST FLOOR394.54'2ND FLOOR406.54'3RD FLOOR416.54'4TH FLOOR426.54'5TH FLOOR436.54'ROOF446.54'1A2041A2042A2042A204ADJACENT TO THAYER APPLIANCEGARAGE ENTRYADJACENT TO WYLLIE DRY CLEANING12'-0"10'-0"10'-0"10'-0"10'-0"E2E7E6E11E9E11E6E7E19E19W-5W-5W-5W-5W-5W-5W-5W-5W-11W-11W-11W-11W-11W-11W-5W-5W-5W-5W-5W-5W-5W-5W-4W-4W-4W-4W-12W-3W-5W-5W-5E7E7E8CE6W-8W-8W-8W-8W-8E28E28E28E28ADJACENT STRUCTUREW-5W-5W-5W-5W-5W-5E8CW-5W-5W-5W-5W-8E6E29E29E19W-5W-5W-5W-5W-5W-5W-16W-5E8BE30E30E30E30E31E31E19E8CE8CE8CE8CE8CE8CE19E31E19E191W-1W-1W-1W-11W-5E8BE8BE8E24E8BE8BE8CE8B6'-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/3A2031ALIGN PANEL RIBS W/ VERTICAL TRIMCENTER TRIM BETWEEN PANEL RIBSALIGN VERTICAL TRIM TO PANEL RIBSALIGN VERTICAL TRIM TO PANEL RIBSALIGN VERTICAL TRIM TO PANEL RIBS1111ALIGN PANEL RIBS W/ VERTICAL TRIMALIGN VERTICAL TRIM TO PANEL RIBSCENTER TRIM BETWEEN PANEL RIBS111W-16W-16E29bE29bE29bE29bE29bE28E9E29b6'-0" TYP.11ST FLOOR394.54'2ND FLOOR406.54'3RD FLOOR416.54'4TH FLOOR426.54'5TH FLOOR436.54'ROOF446.54'1A2041A2042A2042A20452'-0"ADJACENT TO STATE DINER(NOT IN SCOPE)10'-0"10'-0"10'-0"10'-0"12'-0"E7E7E2E10E7E25E7E13E6E8BE8CE17E11E26E2E13E5E6E7W-5W-5W-11W-11W-5W-5W-11W-5W-5W-5W-5W-11W-11W-11S4S10W-7W-4W-7W-4W-7W-4W-4W-4W-4W-4W-4W-4W-4W-4W-7W-4W-4W-4W-7W-4W-7W-4W-5W-5S-14E7E7E28E28E28E28W-7W-7W-7W-7ADJACENT STRUCTUREW-8W-8W-8W-8W-8W-8W-8W-8W-8W-8W-8W-8W-8W-8W-8S12S9S9S9E14E14E9E15E9E14CONTRACTOR TO BUILD A FREE STANDINGMOCK UP OF THIS SECTION OF THE FACADE.DO NOT ORDER ANY OF THE MATERIALS UNTIL THE MOCK UP HAS BEEN APPROVED.E6S-14W-16W-16W-16W-16W-16W-16W-16W-16W-16W-16W-16W-16W-5W-5E6E6W-5W-5W-5W-5W-5W-5W-15W-15W-15A2014E8E8AE8BE8CINFILL WITH MASONRY TO MATCH EXISTING -V.I.F.ACCESS LADDERE7E31E8CE8CE8CGL-51E24116'-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 RIBSTRIM CENTERED BETWEEN PANEL RIBS111E8BE8BS11S2S5S2S11ALIGN PANEL RIBS W/ VERTICAL TRIMALIGN PANEL RIBS W/ VERTICAL TRIM111EQEQ6"2'-8"FDC -REFER TO PLUMB. DWGSRPZ -REFER TO PLUMB. DWGS1E31E19E19E31E31E19E19E32E3211BEYOND PARAPETE8C2ND FLOOR406.54'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 GLASSGL-2b: FULLY-TEMPERED, TRIPLE-PANE, CLEAR INSULATING VISION GLASSGL-4: LOW-E-COATED, ULTRACLEAR INSULATING VISION GLASSGL-4b: FULY-TEMPERED,LOW-E-COATED, ULTRACLEAR INSULATING VISION GLASSP1: CORRUGATED PANELGL-2c: TRIPLE-PLANE, CLEAR INSULATING SPANDREL GLASSGLAZING LEGENDGL-2: TRIPLE-PANE, CLEAR INSULATING VISION GLASSGL-1b: FULLY-TEMPERED,LOW-E-COATED, CLEAR INSULATING VISION GLASSGL-5: LAMINATED, HEAT-STRENGTHENED CLEAR FLOAT GLASSGL-6: ULTRACLEAR FLOAT GLASSGL-6b: FULY-TEMPERED, ULTRACLEAR FLOAT GLASSERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTIONAs indicatedNORTH & SOUTHELEVATIONSA201Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/8" = 1'-0"1NORTH ELEVATION1/8" = 1'-0"2SOUTH ELEVATIONE1 NEW PAINTED WOOD DOUBLE HUNGWINDOWS TO MATCH HISTORIC PROFILEE2 EXISTING FACADE TO BE RETAINED.POINT UP BRICK + PAINTE5 CORRECTLY RAISED EXTERIOR AREA TOBE LOWERED TO GRADEE6 FACTORY PAINTED ALUMINUM OR CLADWOOD DOUBLE HUNG WINDOWS WITHINSULATING GLASSE7 CORRUGATED METAL PANELS BYO'DONNELL METAL DECK AND BAR JOISTCOMPANY. 1-1/4"CORRUGATEDGALVANIZED STEEL, FACTORY PAINTEDE8 PAINTED WOOD TRIM COPINGE8A PAINTED WOOD TRIM PIECES - 2X2E8B PAINTED WOOD TRIM PIECES - 2X4E8C PAINTED WOOD TRIM PIECES - 4X4E9 MODULAR BRICK - GTSW GEORGETOWNMUDBOX SMOOTH TYPE 2 MODULARCORED; WATSONTOWN BRICK CO.E10 PAINTED STEEL CORNICEE11 PAINTED STEEL GUARDRAILE13 PAINTED ALUMINUM STOREFRONTWINDOWSE14 DARK CHARCOAL COLORED HONEDGRANITE BASEE15 PRECAST CONCRETE BASEE17 PAINTED STEEL + GLASS CANOPYE18 PAINTED DECORATIVE STEEL BEAMELEMENT WITH PULLEY AND CABLEE19 PAINTED STEEL LINTELSE24 METAL COPINGE25 METAL AWNINGE26 CMUE28 EXTERIOR LIGHT FIXTURE - SEEENLARGED RCP'sE29 RECESSED FACE BRICK, 8'-8" x 5'-9 1/4"E29b RECESSED FACE BRICK, 6'-0" x 5'-9 1/4"E30 PAINTED STEEL CHANNELE31 PRECAST CONCRETE SILL AT WINDOWE32 PRECAST CONCRETE SILL ATSTOREFRONTE33 PRECAST CONCRETE SILL AT BRICKINSETE34 PRECAST CONCRETE SILL AT JULIETBALCONYKEYNOTESSEE SHEET A804 FOR STOREFRONT & WINDOW ELEVATIONSGLAZING=X#1/4" = 1'-0"4BUILDING SIGNAGE1112.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET 1ST FLOOR394.54'2ND FLOOR406.54'3RD FLOOR416.54'4TH FLOOR426.54'5TH FLOOR436.54'ROOF446.54'1A2051A2053A2053A205ADJACENT TO NAPA AUTO PARTSADJACENT TO STATE DINERROOF TERRACE10'-0"10'-0"10'-0"10'-0"12'-0"PARKING40'-0"E11E9E6E8E7E17E7E7E9E7E11E11E7E26E8CE7E9E11E19W-4W-4W-4W-4W-8W-8W-8W-8W-8W-8W-8W-8W-8W-9W-9W-9W-9W-9W-9W-14W-14E26E28E28E28E28E292A2052A205W-13E1W-13E19W-4W-4W-4W-4W-10E8CE8CE8BE8CE19E28E2816'-0"6'-0"6'-0"6'-0"6'-4"E24ALIGN VERTICAL TRIM TO PANEL RIBSCENTER TRIM BETWEEN PANEL RIBS1111ACCESS LADDERGUTTER TO DOWNSPOUT11ALIGN PANEL RIBS W/ VERTICAL TRIM1E29E29E31E31E33E7W-4W-13W-13E8C*REDUCED PROFILE, THIS FACADE ONLYE8CE8C*REDUCED PROFILE, THIS FACADE ONLYE8*REDUCED PROFILE, THIS FACADE ONLY* EAST FACADE48'-1 3/8"1ST FLOOR394.54'2ND FLOOR406.54'3RD FLOOR416.54'4TH FLOOR426.54'5TH FLOOR436.54'ROOF446.54'1A2051A2053A2053A205ADJACENT TO WYLLIE DRY CLEANINGOPEN TO ALLEYPARKING10'-0"10'-0"10'-0"10'-0"12'-0"52'-0"ROOF TERRACEE7E17E6E2E9E11E2E6E7E8CE8CE2E11W-11W-11W-11W-5W-5W-5W-5W-5W-5W-11W-5W-5W-11W-9W-9W-9W-9W-9W-9W-6W-6W-6W-6W-6W-6W-1W-1W-1W-1W-20E9E6W-8W-8W-8W-8W-8W-8W-8EXISTING BEAMW-4W-72A2052A20570'-1"W-16W-16W-16W-16W-16W-16W-16W-16W-16W-16S13W-19W-17W-18W-11E8CE7W-10W-14E6E6W-4W-13W-13W-14W-17E8BE8BE8CGLAZING SHOWN IN GRAY ARE OPAQUE WITH DRYWALL BEYOND -SEE A500'S DETAILSE28E28E28E286'-2"6'-0"6'-0"6'-0"6'-0"6'-2"6'-2"ALIGN VERTICAL TRIM TO PANEL RIBS1CENTER TRIM BETWEEN PANEL RIBS16'-2"6'-2"6'-2"6'-2"6'-2"6'-2 1/2"6'-2"4'-5"ALIGN VERTICAL TRIM TO PANEL RIBS1ALIGN PANEL RIBS W/ VERTICAL TRIM1CENTER TRIM BETWEEN PANEL RIBS1ACCESS LADDERGUTTER TO DOWNSPOUT111?1INFILL WITH MASONRY TO MATCH EXISTING -V.I.F.1ALIGN PANEL RIBS W/ VERTICAL TRIM1W-16W-16E31E31S8E321E34E34BEYOND PARAPETGL-1: LOW-E-COATED, CLEAR INSULATING VISION GLASSGL-2b: FULLY-TEMPERED, TRIPLE-PANE, CLEAR INSULATING VISION GLASSGL-4: LOW-E-COATED, ULTRACLEAR INSULATING VISION GLASSGL-4b: FULY-TEMPERED,LOW-E-COATED, ULTRACLEAR INSULATING VISION GLASSP1: CORRUGATED PANELGL-2c: TRIPLE-PLANE, CLEAR INSULATING SPANDREL GLASSGLAZING LEGENDGL-2: TRIPLE-PANE, CLEAR INSULATING VISION GLASSGL-1b: FULLY-TEMPERED,LOW-E-COATED, CLEAR INSULATING VISION GLASSGL-5: LAMINATED, HEAT-STRENGTHENED CLEAR FLOAT GLASSGL-6: ULTRACLEAR FLOAT GLASSGL-6b: FULY-TEMPERED, ULTRACLEAR FLOAT GLASSERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTIONAs indicatedEAST & WESTELEVATIONSA202Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/8" = 1'-0"1EAST ELEVATION1/8" = 1'-0"2WEST ELEVATIONE1 NEW PAINTED WOOD DOUBLE HUNGWINDOWS TO MATCH HISTORIC PROFILEE2 EXISTING FACADE TO BE RETAINED.POINT UP BRICK + PAINTE5 CORRECTLY RAISED EXTERIOR AREA TOBE LOWERED TO GRADEE6 FACTORY PAINTED ALUMINUM OR CLADWOOD DOUBLE HUNG WINDOWS WITHINSULATING GLASSE7 CORRUGATED METAL PANELS BYO'DONNELL METAL DECK AND BAR JOISTCOMPANY. 1-1/4"CORRUGATEDGALVANIZED STEEL, FACTORY PAINTEDE8 PAINTED WOOD TRIM COPINGE8A PAINTED WOOD TRIM PIECES - 2X2E8B PAINTED WOOD TRIM PIECES - 2X4E8C PAINTED WOOD TRIM PIECES - 4X4E9 MODULAR BRICK - GTSW GEORGETOWNMUDBOX SMOOTH TYPE 2 MODULARCORED; WATSONTOWN BRICK CO.E10 PAINTED STEEL CORNICEE11 PAINTED STEEL GUARDRAILE13 PAINTED ALUMINUM STOREFRONTWINDOWSE14 DARK CHARCOAL COLORED HONEDGRANITE BASEE15 PRECAST CONCRETE BASEE17 PAINTED STEEL + GLASS CANOPYE18 PAINTED DECORATIVE STEEL BEAMELEMENT WITH PULLEY AND CABLEE19 PAINTED STEEL LINTELSE24 METAL COPINGE25 METAL AWNINGE26 CMUE28 EXTERIOR LIGHT FIXTURE - SEEENLARGED RCP'sE29 RECESSED FACE BRICK, 8'-8" x 5'-9 1/4"E29b RECESSED FACE BRICK, 6'-0" x 5'-9 1/4"E30 PAINTED STEEL CHANNELE31 PRECAST CONCRETE SILL AT WINDOWE32 PRECAST CONCRETE SILL ATSTOREFRONTE33 PRECAST CONCRETE SILL AT BRICKINSETE34 PRECAST CONCRETE SILL AT JULIETBALCONYKEYNOTESSEE SHEET A804 FOR STOREFRONT & WINDOW ELEVATIONSGLAZING=X#1112.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET 1ST FLOOR394.54'2ND FLOOR406.54'3RD FLOOR416.54'4TH FLOOR426.54'5TH FLOOR436.54'ROOF446.54'2A2042A20410'-0"10'-0"10'-0"10'-0"12'-0"52'-0"E7E81ST FLOOR394.54'2ND FLOOR406.54'3RD FLOOR416.54'4TH FLOOR426.54'5TH FLOOR436.54'ROOF446.54'3A2053A20510'-0"10'-0"10'-0"10'-0"12'-0"52'-0"E6E7E7W-2W-2W-2W-22A2052A2051ST FLOOR394.54'2ND FLOOR406.54'3RD FLOOR416.54'4TH FLOOR426.54'5TH FLOOR436.54'ROOF446.54'2A2042A20412'-0"10'-0"10'-0"10'-0"10'-0"52'-0"E8E7W-5W-5W-5W-5W-4W-4W-4W-4W-5W-5W-5W-5W-5W-5W-5W-5ALIGN PANEL RIBS W/ VERTICAL TRIM16'-1"6'-2"6'-2"6'-2"E24CENTER TRIM BETWEEN PANEL RIBS1ST FLOOR394.54'2ND FLOOR406.54'3RD FLOOR416.54'4TH FLOOR426.54'5TH FLOOR436.54'ROOF446.54'3A2053A205E8E7E6E6E7W-4W-4W-4W-4W-4W-4W-4W-42A2052A205W-4W-4W-4W-13W-4W-4W-4W-4W-4W-4W-13W-136'-0"6'-0"6'-0"6'-0"ALIGN PANEL RIBS W/ VERTICAL TRIM1GL-1: LOW-E-COATED, CLEAR INSULATING VISION GLASSGL-2b: FULLY-TEMPERED, TRIPLE-PANE, CLEAR INSULATING VISION GLASSGL-4: LOW-E-COATED, ULTRACLEAR INSULATING VISION GLASSGL-4b: FULY-TEMPERED,LOW-E-COATED, ULTRACLEAR INSULATING VISION GLASSP1: CORRUGATED PANELGL-2c: TRIPLE-PLANE, CLEAR INSULATING SPANDREL GLASSGLAZING LEGENDGL-2: TRIPLE-PANE, CLEAR INSULATING VISION GLASSGL-1b: FULLY-TEMPERED,LOW-E-COATED, CLEAR INSULATING VISION GLASSGL-5: LAMINATED, HEAT-STRENGTHENED CLEAR FLOAT GLASSGL-6: ULTRACLEAR FLOAT GLASSGL-6b: FULY-TEMPERED, ULTRACLEAR FLOAT GLASSERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTIONAs indicatedCOURTYARDELEVATIONSA203Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/8" = 1'-0"1COURTYARD ELEVATION - NORTH1/8" = 1'-0"2COURTYARD ELEVATION - EAST1/8" = 1'-0"3COURTYARD ELEVATION - SOUTH1/8" = 1'-0"4COURTYARD ELEVATION - WESTE1 NEW PAINTED WOOD DOUBLE HUNGWINDOWS TO MATCH HISTORIC PROFILEE2 EXISTING FACADE TO BE RETAINED.POINT UP BRICK + PAINTE5 CORRECTLY RAISED EXTERIOR AREA TOBE LOWERED TO GRADEE6 FACTORY PAINTED ALUMINUM OR CLADWOOD DOUBLE HUNG WINDOWS WITHINSULATING GLASSE7 CORRUGATED METAL PANELS BYO'DONNELL METAL DECK AND BAR JOISTCOMPANY. 1-1/4"CORRUGATEDGALVANIZED STEEL, FACTORY PAINTEDE8 PAINTED WOOD TRIM COPINGE8A PAINTED WOOD TRIM PIECES - 2X2E8B PAINTED WOOD TRIM PIECES - 2X4E8C PAINTED WOOD TRIM PIECES - 4X4E9 MODULAR BRICK - GTSW GEORGETOWNMUDBOX SMOOTH TYPE 2 MODULARCORED; WATSONTOWN BRICK CO.E10 PAINTED STEEL CORNICEE11 PAINTED STEEL GUARDRAILE13 PAINTED ALUMINUM STOREFRONTWINDOWSE14 DARK CHARCOAL COLORED HONEDGRANITE BASEE15 PRECAST CONCRETE BASEE17 PAINTED STEEL + GLASS CANOPYE18 PAINTED DECORATIVE STEEL BEAMELEMENT WITH PULLEY AND CABLEE19 PAINTED STEEL LINTELSE24 METAL COPINGE25 METAL AWNINGE26 CMUE28 EXTERIOR LIGHT FIXTURE - SEEENLARGED RCP'sE29 RECESSED FACE BRICK, 8'-8" x 5'-9 1/4"E29b RECESSED FACE BRICK, 6'-0" x 5'-9 1/4"E30 PAINTED STEEL CHANNELE31 PRECAST CONCRETE SILL AT WINDOWE32 PRECAST CONCRETE SILL ATSTOREFRONTE33 PRECAST CONCRETE SILL AT BRICKINSETE34 PRECAST CONCRETE SILL AT JULIETBALCONYKEYNOTESSEE SHEET A804 FOR STOREFRONT & WINDOW ELEVATIONSGLAZING=X#112.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET 1ST FLOOR394.54'2ND FLOOR406.54'3RD FLOOR416.54'4TH FLOOR426.54'5TH FLOOR436.54'ROOF446.54'1A2051A2053A2053A205A308310'-0"10'-0"10'-0"10'-0"12'-0"A305252'-0"ACCESS LADDERGUTTER2A2052A2051HR RATED FLOOR ASSEMBLY1HR RATED FLOOR ASSEMBLY3HR RATED FLOOR ASSEMBLY CONSTRUCTIONTYPE VA CONSTRUCTIONTYPE IA111111ST FLOOR394.54'2ND FLOOR406.54'3RD FLOOR416.54'4TH FLOOR426.54'5TH FLOOR436.54'ROOF446.54'1A2051A2053A2053A20510'-0"10'-0"10'-0"10'-0"12'-0"A3045A3096ROOF GUTTERADJACENT STRUCTURE2A2052A205 CONSTRUCTIONTYPE VA CONSTRUCTIONTYPE IA1HR RATED FLOOR ASSEMBLY1HR RATED FLOOR ASSEMBLY3HR RATED FLOOR ASSEMBLY11111ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTION1/8" = 1'-0"BUILDING SECTIONSA204Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/8" = 1'-0"1BUILDING SECTION1/8" = 1'-0"2BUILDING SECTION12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET 1ST FLOOR394.54'2ND FLOOR406.54'3RD FLOOR416.54'4TH FLOOR426.54'5TH FLOOR436.54'ROOF446.54'1A2041A2042A2042A20410'-0"10'-0"10'-0"10'-0"12'-0"10'-0"10'-0"10'-0"10'-0"12'-0"52'-0"A3034A30621HR RATED WALL - BXUV.U3481HR RATED WALL - BXUV.U9061HR RATED FLOOR ASSEMBLY1HR RATED FLOOR ASSEMBLY3HR RATED FLOOR ASSEMBLY CONSTRUCTIONTYPE VA CONSTRUCTIONTYPE IA11111111ST FLOOR394.54'2ND FLOOR406.54'3RD FLOOR416.54'4TH FLOOR426.54'5TH FLOOR436.54'ROOF446.54'1A2041A2042A2042A20410'-0"10'-0"10'-0"10'-0"12'-0"52'-0"A3095A3074A3103A3022ADJACENT STRUCTUREADJACENT STRUCTURE1HR RATED WALL - BXUV.U906BXUV.U9061HR RATED WALLADJACENT STRUCTURE1HR RATED FLOOR ASSEMBLY1HR RATED FLOOR ASSEMBLY3HR RATED FLOOR ASSEMBLY CONSTRUCTIONTYPE VA CONSTRUCTIONTYPE IA11111111ST FLOOR394.54'2ND FLOOR406.54'1A2041A2042A2042A2041 HR RATED WALLBXUV.U9061 HR RATED WALLBXUV.U906ADJACENT STRUCTUREADJACENT STRUCTUREERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTION1/8" = 1'-0"BUILDING SECTIONSA205Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/8" = 1'-0"1BUILDING SECTION1/8" = 1'-0"3BUILDING SECTION1/8" = 1'-0"2BUILDING SECTION12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTIONNISOMETRIC & WALLSECTIONSA301Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT4SW3NW1NE2SE214312.23.2020 PERMIT SET1 03.11.2021 100% 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 E7E7 E10 E9E14 E14 E14 E28 E19 E19 E6 2 A3043 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"A5015SimA5021SimA5051A50556'-9 5/8"A5056E17E18E8BE8CE7E7E8AE8AE10E8CA5015SimA5082SimA5074A5075A5071Sim13A3054A3052A3051A204Sim1ST FLOOR394.54'2ND FLOOR406.54'3RD FLOOR416.54'4TH FLOOR426.54'5TH FLOOR436.54'ROOF446.54'A5047A5025A5063SimA5014SimA5015Sim1ST FLOOR394.54'1'-2"8"6"4'-0"INTERCOM PANELCARD READERDOOR ACTUATOR1'-6 1/2"PRECAST CONCRETE BASE PANELERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTIONNAs indicatedISOMETRIC & WALLSECTIONSA305Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"3WALL SECTIONKEYNOTESE1 NEW PAINTED WOOD DOUBLE HUNGWINDOWS TO MATCH HISTORIC PROFILEE2 EXISTING FACADE TO BE RETAINED.POINT UP BRICK + PAINTE5 CORRECTLY RAISED EXTERIOR AREA TOBE LOWERED TO GRADEE6 FACTORY PAINTED ALUMINUM OR CLADWOOD DOUBLE HUNG WINDOWS WITHINSULATING GLASSE7 CORRUGATED METAL PANELS BYO'DONNELL METAL DECK AND BAR JOISTCOMPANY. 1-1/4"CORRUGATEDGALVANIZED STEEL, FACTORY PAINTEDE8 PAINTED WOOD TRIM COPINGE8A PAINTED WOOD TRIM PIECES - 2X2E8B PAINTED WOOD TRIM PIECES - 2X4E8C PAINTED WOOD TRIM PIECES - 4X4E9 MODULAR BRICK - GTSW GEORGETOWNMUDBOX SMOOTH TYPE 2 MODULARCORED; WATSONTOWN BRICK CO.E10 PAINTED STEEL CORNICEE11 PAINTED STEEL GUARDRAILE13 PAINTED ALUMINUM STOREFRONTWINDOWSE14 DARK CHARCOAL COLORED HONEDGRANITE BASEE15 PRECAST CONCRETE BASEE17 PAINTED STEEL + GLASS CANOPYE18 PAINTED DECORATIVE STEEL BEAMELEMENT WITH PULLEY AND CABLEE19 PAINTED STEEL LINTELSE24 METAL COPINGE25 METAL AWNINGE26 CMUE28 EXTERIOR LIGHT FIXTURE - SEEENLARGED RCP'sE29 RECESSED FACE BRICK, 8'-8" x 5'-9 1/4"E29b RECESSED FACE BRICK, 6'-0" x 5'-9 1/4"E30 PAINTED STEEL CHANNELE31 PRECAST CONCRETE SILL AT WINDOWE32 PRECAST CONCRETE SILL ATSTOREFRONTE33 PRECAST CONCRETE SILL AT BRICKINSETE34 PRECAST CONCRETE SILL AT JULIETBALCONY13D ISOMETRIC VIEW - SOUTH FACADE WESTMAMAGOOSE1/4" = 1'-0"4WALL SECTION1/4" = 1'-0"2WALL SECTION112.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET3/4" = 1'-0"5ELEVATION @ BUILDING ENTRANCE1 E7E7E6E11E2E8BE8CE8CE28E283A3072A3061A205Sim2A3061ST FLOOR394.54'2ND FLOOR406.54'LBLA4A3061ST FLOOR394.54'2ND FLOOR406.54'3RD FLOOR416.54'4TH FLOOR426.54'5TH FLOOR436.54'ROOF446.54'A5084A5015SimA5037A5032A5061Sim1 HR RATED WALLBXUV.U3481ST FLOOR394.54'2ND FLOOR406.54'3RD FLOOR416.54'4TH FLOOR426.54'5TH FLOOR436.54'ROOF446.54'A5073A5082EXISTING MASONRY WALLA5072A5071SimA5015Sim1ST FLOOR394.54'2ND FLOOR406.54'3RD FLOOR416.54'4TH FLOOR426.54'5TH FLOOR436.54'ROOF446.54'A5081EXISTING MASONRY WALLA5071A5076A5077A5015SimERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTIONN1/4" = 1'-0"ISOMETRIC & WALLSECTIONS ALLEYA306Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT13D ISOMETRIC VIEW - WEST (ALLEY)1/4" = 1'-0"6NORTH ELEVATION - NORTH ALLEY1/4" = 1'-0"4WALL SECTIONKEYNOTESE1 NEW PAINTED WOOD DOUBLE HUNGWINDOWS TO MATCH HISTORIC PROFILEE2 EXISTING FACADE TO BE RETAINED.POINT UP BRICK + PAINTE5 CORRECTLY RAISED EXTERIOR AREA TOBE LOWERED TO GRADEE6 FACTORY PAINTED ALUMINUM OR CLADWOOD DOUBLE HUNG WINDOWS WITHINSULATING GLASSE7 CORRUGATED METAL PANELS BYO'DONNELL METAL DECK AND BAR JOISTCOMPANY. 1-1/4"CORRUGATEDGALVANIZED STEEL, FACTORY PAINTEDE8 PAINTED WOOD TRIM COPINGE8A PAINTED WOOD TRIM PIECES - 2X2E8B PAINTED WOOD TRIM PIECES - 2X4E8C PAINTED WOOD TRIM PIECES - 4X4E9 MODULAR BRICK - GTSW GEORGETOWNMUDBOX SMOOTH TYPE 2 MODULARCORED; WATSONTOWN BRICK CO.E10 PAINTED STEEL CORNICEE11 PAINTED STEEL GUARDRAILE13 PAINTED ALUMINUM STOREFRONTWINDOWSE14 DARK CHARCOAL COLORED HONEDGRANITE BASEE15 PRECAST CONCRETE BASEE17 PAINTED STEEL + GLASS CANOPYE18 PAINTED DECORATIVE STEEL BEAMELEMENT WITH PULLEY AND CABLEE19 PAINTED STEEL LINTELSE24 METAL COPINGE25 METAL AWNINGE26 CMUE28 EXTERIOR LIGHT FIXTURE - SEEENLARGED RCP'sE29 RECESSED FACE BRICK, 8'-8" x 5'-9 1/4"E29b RECESSED FACE BRICK, 6'-0" x 5'-9 1/4"E30 PAINTED STEEL CHANNELE31 PRECAST CONCRETE SILL AT WINDOWE32 PRECAST CONCRETE SILL ATSTOREFRONTE33 PRECAST CONCRETE SILL AT BRICKINSETE34 PRECAST CONCRETE SILL AT JULIETBALCONY1/4" = 1'-0"2WALL SECTION1/4" = 1'-0"3WALL SECTION112.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET E7E8CE8CE8CE8CE8BE28E74A3073A205Sim2A3073A3071ST FLOOR394.54'2ND FLOOR406.54'3RD FLOOR416.54'4TH FLOOR426.54'5TH FLOOR436.54'ROOF446.54'ADJACENT STRUCTUREA5015SimA5065A5036A50441 HR RATED WALLBXUV.U9061 HR RATED WALLBXUV.U348A5015SimA5092SimA5038A5037SimA5032Sim1 HR RATED WALLBXUV.U3481 HR RATED WALLBXUV.U348A5015SimA5092SimA5038SimA50351 HR RATED WALLBXUV.U3481 HR RATED WALLBXUV.U348ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTIONN1/4" = 1'-0"ISOMETRIC & WALLSECTIONS ALLEYGARAGEA307Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT13D ISOMETRIC VIEW - WEST GARAGE1/4" = 1'-0"4WALL SECTIONKEYNOTESE1 NEW PAINTED WOOD DOUBLE HUNGWINDOWS TO MATCH HISTORIC PROFILEE2 EXISTING FACADE TO BE RETAINED.POINT UP BRICK + PAINTE5 CORRECTLY RAISED EXTERIOR AREA TOBE LOWERED TO GRADEE6 FACTORY PAINTED ALUMINUM OR CLADWOOD DOUBLE HUNG WINDOWS WITHINSULATING GLASSE7 CORRUGATED METAL PANELS BYO'DONNELL METAL DECK AND BAR JOISTCOMPANY. 1-1/4"CORRUGATEDGALVANIZED STEEL, FACTORY PAINTEDE8 PAINTED WOOD TRIM COPINGE8A PAINTED WOOD TRIM PIECES - 2X2E8B PAINTED WOOD TRIM PIECES - 2X4E8C PAINTED WOOD TRIM PIECES - 4X4E9 MODULAR BRICK - GTSW GEORGETOWNMUDBOX SMOOTH TYPE 2 MODULARCORED; WATSONTOWN BRICK CO.E10 PAINTED STEEL CORNICEE11 PAINTED STEEL GUARDRAILE13 PAINTED ALUMINUM STOREFRONTWINDOWSE14 DARK CHARCOAL COLORED HONEDGRANITE BASEE15 PRECAST CONCRETE BASEE17 PAINTED STEEL + GLASS CANOPYE18 PAINTED DECORATIVE STEEL BEAMELEMENT WITH PULLEY AND CABLEE19 PAINTED STEEL LINTELSE24 METAL COPINGE25 METAL AWNINGE26 CMUE28 EXTERIOR LIGHT FIXTURE - SEEENLARGED RCP'sE29 RECESSED FACE BRICK, 8'-8" x 5'-9 1/4"E29b RECESSED FACE BRICK, 6'-0" x 5'-9 1/4"E30 PAINTED STEEL CHANNELE31 PRECAST CONCRETE SILL AT WINDOWE32 PRECAST CONCRETE SILL ATSTOREFRONTE33 PRECAST CONCRETE SILL AT BRICKINSETE34 PRECAST CONCRETE SILL AT JULIETBALCONY1/4" = 1'-0"3WALL SECTION1/4" = 1'-0"2WALL SECTION112.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET E9E19E11E7E19E7E6A5015SimA5066SimA50610SimA5093SimA5033A50611SimA5083A5015SimA50641 HR RATED WALLBXUV.U348A5068SimA50611A5016A50610A50633A3082A3084A3081A204Sim1ST FLOOR394.54'2ND FLOOR406.54'3RD FLOOR416.54'4TH FLOOR426.54'5TH FLOOR436.54'ROOF446.54'A5015SimA5062SimA50671 HR RATED WALLBXUV.U348ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTIONN1/4" = 1'-0"ISOMETRIC & WALLSECTIONS GARAGE EASTA308Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT13D ISOMETRIC VIEW - NORTH1/4" = 1'-0"2WALL SECTION1/4" = 1'-0"4WALL SECTION1/4" = 1'-0"3WALL SECTIONE1 NEW PAINTED WOOD DOUBLE HUNGWINDOWS TO MATCH HISTORIC PROFILEE2 EXISTING FACADE TO BE RETAINED.POINT UP BRICK + PAINTE5 CORRECTLY RAISED EXTERIOR AREA TOBE LOWERED TO GRADEE6 FACTORY PAINTED ALUMINUM OR CLADWOOD DOUBLE HUNG WINDOWS WITHINSULATING GLASSE7 CORRUGATED METAL PANELS BYO'DONNELL METAL DECK AND BAR JOISTCOMPANY. 1-1/4"CORRUGATEDGALVANIZED STEEL, FACTORY PAINTEDE8 PAINTED WOOD TRIM COPINGE8A PAINTED WOOD TRIM PIECES - 2X2E8B PAINTED WOOD TRIM PIECES - 2X4E8C PAINTED WOOD TRIM PIECES - 4X4E9 MODULAR BRICK - GTSW GEORGETOWNMUDBOX SMOOTH TYPE 2 MODULARCORED; WATSONTOWN BRICK CO.E10 PAINTED STEEL CORNICEE11 PAINTED STEEL GUARDRAILE13 PAINTED ALUMINUM STOREFRONTWINDOWSE14 DARK CHARCOAL COLORED HONEDGRANITE BASEE15 PRECAST CONCRETE BASEE17 PAINTED STEEL + GLASS CANOPYE18 PAINTED DECORATIVE STEEL BEAMELEMENT WITH PULLEY AND CABLEE19 PAINTED STEEL LINTELSE24 METAL COPINGE25 METAL AWNINGE26 CMUE28 EXTERIOR LIGHT FIXTURE - SEEENLARGED RCP'sE29 RECESSED FACE BRICK, 8'-8" x 5'-9 1/4"E29b RECESSED FACE BRICK, 6'-0" x 5'-9 1/4"E30 PAINTED STEEL CHANNELE31 PRECAST CONCRETE SILL AT WINDOWE32 PRECAST CONCRETE SILL ATSTOREFRONTE33 PRECAST CONCRETE SILL AT BRICKINSETE34 PRECAST CONCRETE SILL AT JULIETBALCONYKEYNOTESKEYNOTES1/4" = 1'-0"5WALL SECTION112.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET E7E7A5015SimA5092SimA5013Sim4A3093A3093A3093A205Sim2A3096A3092A204SimA5044SimA5045A5046A5062SimA5015SimA50311 HR RATED WALLBXUV.U9061 HR RATED WALLBXUV.U348A5084SimA5015SimA5013Sim1ST FLOOR394.54'2ND FLOOR406.54'3RD FLOOR416.54'4TH FLOOR426.54'5TH FLOOR436.54'ROOF446.54'10'-0"10'-0"10'-0"10'-0"12'-0"A5015SimA5092SimA5013SimERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTIONN1/4" = 1'-0"ISOMETRIC & WALLSECTIONSA309Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT13D ISOMETRIC VIEW - NORTH GARAGE COURTYARD1/4" = 1'-0"5WALL SECTIONKEYNOTESE1 NEW PAINTED WOOD DOUBLE HUNGWINDOWS TO MATCH HISTORIC PROFILEE2 EXISTING FACADE TO BE RETAINED.POINT UP BRICK + PAINTE5 CORRECTLY RAISED EXTERIOR AREA TOBE LOWERED TO GRADEE6 FACTORY PAINTED ALUMINUM OR CLADWOOD DOUBLE HUNG WINDOWS WITHINSULATING GLASSE7 CORRUGATED METAL PANELS BYO'DONNELL METAL DECK AND BAR JOISTCOMPANY. 1-1/4"CORRUGATEDGALVANIZED STEEL, FACTORY PAINTEDE8 PAINTED WOOD TRIM COPINGE8A PAINTED WOOD TRIM PIECES - 2X2E8B PAINTED WOOD TRIM PIECES - 2X4E8C PAINTED WOOD TRIM PIECES - 4X4E9 MODULAR BRICK - GTSW GEORGETOWNMUDBOX SMOOTH TYPE 2 MODULARCORED; WATSONTOWN BRICK CO.E10 PAINTED STEEL CORNICEE11 PAINTED STEEL GUARDRAILE13 PAINTED ALUMINUM STOREFRONTWINDOWSE14 DARK CHARCOAL COLORED HONEDGRANITE BASEE15 PRECAST CONCRETE BASEE17 PAINTED STEEL + GLASS CANOPYE18 PAINTED DECORATIVE STEEL BEAMELEMENT WITH PULLEY AND CABLEE19 PAINTED STEEL LINTELSE24 METAL COPINGE25 METAL AWNINGE26 CMUE28 EXTERIOR LIGHT FIXTURE - SEEENLARGED RCP'sE29 RECESSED FACE BRICK, 8'-8" x 5'-9 1/4"E29b RECESSED FACE BRICK, 6'-0" x 5'-9 1/4"E30 PAINTED STEEL CHANNELE31 PRECAST CONCRETE SILL AT WINDOWE32 PRECAST CONCRETE SILL ATSTOREFRONTE33 PRECAST CONCRETE SILL AT BRICKINSETE34 PRECAST CONCRETE SILL AT JULIETBALCONY1/4" = 1'-0"2WALL SECTION1/4" = 1'-0"3WALL SECTION1/4" = 1'-0"4WALL SECTION1/4" = 1'-0"6WALL SECTION112.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET A5015SimA5092SimA5013Sim2A3113A205Sim2A3102ND FLOOR406.54'3RD FLOOR416.54'4TH FLOOR426.54'5TH FLOOR436.54'ROOF446.54'10'-0"10'-0"10'-0"10'-0"41'-3 1/2"A5041SimA5061SimA5015SimERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTIONN1/4" = 1'-0"ISOMETRIC & WALLSECTIONSA310Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"2WALL SECTIONKEYNOTESE1 NEW PAINTED WOOD DOUBLE HUNGWINDOWS TO MATCH HISTORIC PROFILEE2 EXISTING FACADE TO BE RETAINED.POINT UP BRICK + PAINTE5 CORRECTLY RAISED EXTERIOR AREA TOBE LOWERED TO GRADEE6 FACTORY PAINTED ALUMINUM OR CLADWOOD DOUBLE HUNG WINDOWS WITHINSULATING GLASSE7 CORRUGATED METAL PANELS BYO'DONNELL METAL DECK AND BAR JOISTCOMPANY. 1-1/4"CORRUGATEDGALVANIZED STEEL, FACTORY PAINTEDE8 PAINTED WOOD TRIM COPINGE8A PAINTED WOOD TRIM PIECES - 2X2E8B PAINTED WOOD TRIM PIECES - 2X4E8C PAINTED WOOD TRIM PIECES - 4X4E9 MODULAR BRICK - GTSW GEORGETOWNMUDBOX SMOOTH TYPE 2 MODULARCORED; WATSONTOWN BRICK CO.E10 PAINTED STEEL CORNICEE11 PAINTED STEEL GUARDRAILE13 PAINTED ALUMINUM STOREFRONTWINDOWSE14 DARK CHARCOAL COLORED HONEDGRANITE BASEE15 PRECAST CONCRETE BASEE17 PAINTED STEEL + GLASS CANOPYE18 PAINTED DECORATIVE STEEL BEAMELEMENT WITH PULLEY AND CABLEE19 PAINTED STEEL LINTELSE24 METAL COPINGE25 METAL AWNINGE26 CMUE28 EXTERIOR LIGHT FIXTURE - SEEENLARGED RCP'sE29 RECESSED FACE BRICK, 8'-8" x 5'-9 1/4"E29b RECESSED FACE BRICK, 6'-0" x 5'-9 1/4"E30 PAINTED STEEL CHANNELE31 PRECAST CONCRETE SILL AT WINDOWE32 PRECAST CONCRETE SILL ATSTOREFRONTE33 PRECAST CONCRETE SILL AT BRICKINSETE34 PRECAST CONCRETE SILL AT JULIETBALCONY13D ISOMETRIC VIEW -INNER COURTYARD1/4" = 1'-0"3WALL SECTION112.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET E8CE28E7E6E26E11E61ST FLOOR394.54'2ND FLOOR406.54'3RD FLOOR416.54'4TH FLOOR426.54'5TH FLOOR436.54'ROOF446.54'10'-0"10'-0"10'-0"10'-0"12'-0"53'-3 1/2"A5011SimA5043SimA5046SimA5045SimA50422A3113A311A5015SimA5092SimA5013SimA5011SimA5043ADJACENT STRUCTURE1 HR RATED WALLBXUV.U9061 HR RATED WALLBXUV.U3482" RIGID INSULATION3'-0" MIN.RIGID POLYISO INSULATION PANELS IN SUSPENDED CEILING GRID1ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTIONN1/4" = 1'-0"ISOMETRIC & WALLSECTIONSA311Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECTKEYNOTESE1 NEW PAINTED WOOD DOUBLE HUNGWINDOWS TO MATCH HISTORIC PROFILEE2 EXISTING FACADE TO BE RETAINED.POINT UP BRICK + PAINTE5 CORRECTLY RAISED EXTERIOR AREA TOBE LOWERED TO GRADEE6 FACTORY PAINTED ALUMINUM OR CLADWOOD DOUBLE HUNG WINDOWS WITHINSULATING GLASSE7 CORRUGATED METAL PANELS BYO'DONNELL METAL DECK AND BAR JOISTCOMPANY. 1-1/4"CORRUGATEDGALVANIZED STEEL, FACTORY PAINTEDE8 PAINTED WOOD TRIM COPINGE8A PAINTED WOOD TRIM PIECES - 2X2E8B PAINTED WOOD TRIM PIECES - 2X4E8C PAINTED WOOD TRIM PIECES - 4X4E9 MODULAR BRICK - GTSW GEORGETOWNMUDBOX SMOOTH TYPE 2 MODULARCORED; WATSONTOWN BRICK CO.E10 PAINTED STEEL CORNICEE11 PAINTED STEEL GUARDRAILE13 PAINTED ALUMINUM STOREFRONTWINDOWSE14 DARK CHARCOAL COLORED HONEDGRANITE BASEE15 PRECAST CONCRETE BASEE17 PAINTED STEEL + GLASS CANOPYE18 PAINTED DECORATIVE STEEL BEAMELEMENT WITH PULLEY AND CABLEE19 PAINTED STEEL LINTELSE24 METAL COPINGE25 METAL AWNINGE26 CMUE28 EXTERIOR LIGHT FIXTURE - SEEENLARGED RCP'sE29 RECESSED FACE BRICK, 8'-8" x 5'-9 1/4"E29b RECESSED FACE BRICK, 6'-0" x 5'-9 1/4"E30 PAINTED STEEL CHANNELE31 PRECAST CONCRETE SILL AT WINDOWE32 PRECAST CONCRETE SILL ATSTOREFRONTE33 PRECAST CONCRETE SILL AT BRICKINSETE34 PRECAST CONCRETE SILL AT JULIETBALCONY13D ISOMETRIC VIEW - NORTH UNIT TERRACE1/4" = 1'-0"2WALL SECTION1/4" = 1'-0"3WALL SECTION112.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET 8A427L8LE7A427L10L12.1LBLALDL13.2L14.1L15L9LFL12.2/1A402/1A404LG.16A427WATER SERVICE ROOM105LEASING OFFICE104MAIL ROOM103PACKAGE ROOM102LOBBY101YOGA STUDIO109PET RELIEF AREA111BICYCLE ROOM115RESTROOM112RESTROOM113TRASH ROOM116CENTRAL STAIRELEV 1ELEV 2ELEVATOR LOBBY106EXIT CORRIDOR114027B116A023A113023A112PET SPA110022A110025A115A020A111014A102B014A102A018A107B012G100A013G100B024B1149A427SEE IDDRAWINGSSEE IDDRAWINGSL14.2L13.12A3073A3073A305021C109015C108017107A019107C11A11D19B18C19C18C18B18B18B18C18C18BL11L164A3064A305777LG.23A306LCS-15S-16S-17S19026A115B011A116B037A127016A105015F104FITNESSCENTER108RESIDENTLOUNGE107P5P6P9A5106A5107TYP.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".A511312'-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"1B1B1D18B5A100.1A5112A51111?1D15A305ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTIONN1/4" = 1'-0"1ST FLOOR WESTENLARGED PLANA401Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECTPLAN KEYNOTESP1 STANDBY GENERATORP2 CONCRETE FILLED STEEL BOLLARD(S),SEE DETAIL X/A500P3 ACCESS VEHICLE CONTROL BARRIERGATE, LIFTMASTER MAT W/ 10FT ARMP4 STORAGE LOCKERSP5 TRASH COMPACTOR, MINI-MAC MODELBY MARATHON 5AP6 TRASH COMPACTOR TRASH BIN, MINIMAC MODEL BY MARATHON 5AP7 FDC CONNECTION, SEE FIREPROTECTION DWGSP8 PATIO, CONCRETE PLINTH W/ PLANTERS& PRECAST CONCRETE BENCHES, SEELANDSCAPE DRWGSP9 WOOD SLAT FENCEP10 PAINTED STEEL + GLASS CANOPYP11 RECYCLING CHUTE WITH 15% PADDEDOFFSET @ BOTTOM BY CHUTESINTERNATIONALP12 RECESSED FIRE EXTINGUISHER CABINETW/GLASS DOORP13 REAR DRAIN TOILET, Units 211-216 onlyP14 CUSTOM MILLWORK RECESSED SHELF ATTYPE 5C BATHROOMS ONLY, SEE SHEET5B/A602P15 FACTORY PAINTED ALUMINUM SUNSCREEN LOUVERSP16 ROOF DECK DRAIN, SEE PLUMBINGDRWGSP17 PAINTED STEEL GUARDRAILP18 GENERATOR EXHAUST SHAFT, SEEMECH. DWGSP19 MIN. 24" WIDE ALUM. OR GALV. STL.LADDER (U200 BY UPNOVR OR SIMILAR)P20 SURFACE MOUNTED FIRE EXTINGUISHERCABINET W/ GLASS DOORP21 INTERIOR WINDOW, SEE WINDOWSCHEDULEP22 ALL COLUMNS TO BE 3HR FIRE RATED -SEE DETAILS ON SHEET A510P23 MANIFOLD/WATER METERWALL-MOUNTED 30"x30" PTD ACCESSPANEL, FRAMELESS, BOTTOM SILLMOUNTED AT 9" A.F.F. IN ALLBATHROOMS (BEHIND DOOR SWING),HALLWAYS (CENTERED ON WALL) ANDCLOSET (AT CORNER) LOCATIONS.TYPICAL UNITS SHOWN AT 2ND FLOORENLARGED PLAN. ANY CONFLICTS TO BECOORDINATED WITH ARCHITECT.12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 SDSDSDSDSDOSSDSDSDSDOSSDOSOSOSOSSDOSOSOSOSSDOSSDOSPSSD/1A402_R/1A404_RCENTRAL STAIRELEV 1ELEV 2YOGA STUDIO109PET SPA110RESIDENTLOUNGE107PET RELIEFAREA111WATERSERVICE ROOM105LEASINGOFFICE104PACKAGEROOM102EXIT CORRIDOR114RESTROOM113RESTROOM112BICYCLE ROOM115MAIL ROOM103ELEVATORLOBBY106LOBBY101TRASH ROOM116SEE ELEC. & MECH. DWGSSEE ID401_RSEE ID401_RSEE ID401_RSEE ELEC. & MECH. DWGSSEE ELEC. & MECH. DWGSSEE ELEC. & MECH. DWGSSEE ID401_RSEE ID401_RFITNESSCENTER108SEE ELEC. & MECH. DWGSE1E1E1E1E1E1E1E1E3E3SEE ELEC. & MECH. DWGSPARKING126E1VESTIBULE100E3E3EXPOSED CONCRETE CEILING SLAB1/2" GYPSUM BOARD CEILING, PTD;HT 8'-2" AFF1/2" GYPSUM BOARD CEILING, PTD;HT 9'-0" AFF1/2" GYPSUM BOARD CEILING, PTD;HT 8'-6" AFF1/2" GYPSUM BOARD CEILING, PTD;HT 10'-0" AFFWOOD SLAT (OR FINISH) CEILING;SECURILY ATTACHED TO GWB; SEE ID-ELEVATIONS1. 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 NOTESPENDANT (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) -MILLWORKWALL 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 CENTERLINERETURN -SEE MECH. DWGS EXHAUST/SUPPLY -SEE MECH. DWGS PSOSSDRCP LEGENDRCP GRAPHIC KEYRCP GENERAL NOTES5/8" GYPSUM BOARD CEILING, PTD;HT 8'-0" AFF1/2" GYPSUM BOARD CEILING, WC;48"x48" SUSPENDED CEILING SYSTEM, RIGID POLYISO INSULATION PANELSERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTIONN1/4" = 1'-0"1ST FLOOR WESTENLARGED RCPA401_RTaitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SETADJUSTED PER ARCH. BACKGROUND CHANGES.ACCESS PANELS, SMOKE DETECTORS, OCCUPANCY SENSORS ADDED FOR CLARIFICATION.11G, PTD. 11/2" GYPSUM BOARD C (U.N.O.); HT 7'-10" AFF 8A427LELHLLLN7A427LIL10LJL12.1LMLKLOL13.2L14.1L15LFL12.2/1A401/1A403/1A401LG.16A427WATER SERVICE ROOM105LEASING OFFICE104TELECOM ROOM118COMMERCIAL TENANT SPACE119CENTRAL STAIRELEV 1ELEV 2ELEVATOR LOBBY106EXIT CORRIDOR114FULL208'-6"x18'FULL198'-6"x18'FULL188'-6"x18'FULL178'-6"x18'FULL168'-6"x18'FULL158'-6"x18'ADA138'-6"x18'025A115A012G100A013G100B9A427L14.2L13.13A3035A3032A3042A3033A3044A3047A3043A3056A30411A11D19B18C19C18C18B18C18CL11L16LG.2S-15S-16S-17011A116B037A127016A105015F10420A11B18B029A117030A118031A119UTILITYCORRIDOR117ADA148'-6"x18'18B4'-11".4 5/8"4'-11 1/4"1BP6S1S3S3S1OPP.OPP.OPP.11B2'-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"1B1BP201B1B1B18B5A305ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTIONN1/4" = 1'-0"1ST FLOOR SOUTHENLARGED PLANA402Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECTPLAN KEYNOTESP1 STANDBY GENERATORP2 CONCRETE FILLED STEEL BOLLARD(S),SEE DETAIL X/A500P3 ACCESS VEHICLE CONTROL BARRIERGATE, LIFTMASTER MAT W/ 10FT ARMP4 STORAGE LOCKERSP5 TRASH COMPACTOR, MINI-MAC MODELBY MARATHON 5AP6 TRASH COMPACTOR TRASH BIN, MINIMAC MODEL BY MARATHON 5AP7 FDC CONNECTION, SEE FIREPROTECTION DWGSP8 PATIO, CONCRETE PLINTH W/ PLANTERS& PRECAST CONCRETE BENCHES, SEELANDSCAPE DRWGSP9 WOOD SLAT FENCEP10 PAINTED STEEL + GLASS CANOPYP11 RECYCLING CHUTE WITH 15% PADDEDOFFSET @ BOTTOM BY CHUTESINTERNATIONALP12 RECESSED FIRE EXTINGUISHER CABINETW/GLASS DOORP13 REAR DRAIN TOILET, Units 211-216 onlyP14 CUSTOM MILLWORK RECESSED SHELF ATTYPE 5C BATHROOMS ONLY, SEE SHEET5B/A602P15 FACTORY PAINTED ALUMINUM SUNSCREEN LOUVERSP16 ROOF DECK DRAIN, SEE PLUMBINGDRWGSP17 PAINTED STEEL GUARDRAILP18 GENERATOR EXHAUST SHAFT, SEEMECH. DWGSP19 MIN. 24" WIDE ALUM. OR GALV. STL.LADDER (U200 BY UPNOVR OR SIMILAR)P20 SURFACE MOUNTED FIRE EXTINGUISHERCABINET W/ GLASS DOORP21 INTERIOR WINDOW, SEE WINDOWSCHEDULEP22 ALL COLUMNS TO BE 3HR FIRE RATED -SEE DETAILS ON SHEET A510P23 MANIFOLD/WATER METERWALL-MOUNTED 30"x30" PTD ACCESSPANEL, FRAMELESS, BOTTOM SILLMOUNTED AT 9" A.F.F. IN ALLBATHROOMS (BEHIND DOOR SWING),HALLWAYS (CENTERED ON WALL) ANDCLOSET (AT CORNER) LOCATIONS.TYPICAL UNITS SHOWN AT 2ND FLOORENLARGED PLAN. ANY CONFLICTS TO BECOORDINATED WITH ARCHITECT.12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 SD SD OS SD OSPSSD/1 A403_R /1A401_RCOMMERCIAL 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 L7L8LLLNLPLQLRL10L6L12.1LMLOL13.2L9L12.2/1A402/1A404TELECOM ROOM118EXIT CORRIDOR125FULL358'-6"x18'FULL348'-6"x18'FULL368'-6"x18'FULL338'-6"x18'FULL328'-6"x18'FULL318'-6"x18'FULL308'-6"x18'FULL298'-6"x18'FULL288'-6"x18'FULL278'-6"x18'FULL268'-6"x18'FULL258'-6"x18'FULL248'-6"x18'FULL238'-6"x18'FULL228'-6"x18'FULL218'-6"x18'FULL208'-6"x18'FULL198'-6"x18'FULL188'-6"x18'FULL178'-6"x18'FULL168'-6"x18'FULL158'-6"x18'038A128035A125A036A125B034A12314A42815A428L13.118B18B18B18B18C18C18C18B3A302L113A311034A130STORAGE123B20A029A117030A118UTILITYCORRIDOR117ADA148'-6"x18'18B1B18CSTORAGE130P4P2EAST STAIR11B.4'-3 3/4"8 3/8".10 1/8"18'-0"DRIVE AISLE24'-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 LINE1 HOUR RATED WALL ASSEMBLY ADJACENT TO PROPERTY LINE1118C2 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 INSULATION11118B1D20A1D1ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTIONN1/4" = 1'-0"1ST FLOOR EASTENLARGED PLANA403Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECTPLAN KEYNOTESP1 STANDBY GENERATORP2 CONCRETE FILLED STEEL BOLLARD(S),SEE DETAIL X/A500P3 ACCESS VEHICLE CONTROL BARRIERGATE, LIFTMASTER MAT W/ 10FT ARMP4 STORAGE LOCKERSP5 TRASH COMPACTOR, MINI-MAC MODELBY MARATHON 5AP6 TRASH COMPACTOR TRASH BIN, MINIMAC MODEL BY MARATHON 5AP7 FDC CONNECTION, SEE FIREPROTECTION DWGSP8 PATIO, CONCRETE PLINTH W/ PLANTERS& PRECAST CONCRETE BENCHES, SEELANDSCAPE DRWGSP9 WOOD SLAT FENCEP10 PAINTED STEEL + GLASS CANOPYP11 RECYCLING CHUTE WITH 15% PADDEDOFFSET @ BOTTOM BY CHUTESINTERNATIONALP12 RECESSED FIRE EXTINGUISHER CABINETW/GLASS DOORP13 REAR DRAIN TOILET, Units 211-216 onlyP14 CUSTOM MILLWORK RECESSED SHELF ATTYPE 5C BATHROOMS ONLY, SEE SHEET5B/A602P15 FACTORY PAINTED ALUMINUM SUNSCREEN LOUVERSP16 ROOF DECK DRAIN, SEE PLUMBINGDRWGSP17 PAINTED STEEL GUARDRAILP18 GENERATOR EXHAUST SHAFT, SEEMECH. DWGSP19 MIN. 24" WIDE ALUM. OR GALV. STL.LADDER (U200 BY UPNOVR OR SIMILAR)P20 SURFACE MOUNTED FIRE EXTINGUISHERCABINET W/ GLASS DOORP21 INTERIOR WINDOW, SEE WINDOWSCHEDULEP22 ALL COLUMNS TO BE 3HR FIRE RATED -SEE DETAILS ON SHEET A510P23 MANIFOLD/WATER METERWALL-MOUNTED 30"x30" PTD ACCESSPANEL, FRAMELESS, BOTTOM SILLMOUNTED AT 9" A.F.F. IN ALLBATHROOMS (BEHIND DOOR SWING),HALLWAYS (CENTERED ON WALL) ANDCLOSET (AT CORNER) LOCATIONS.TYPICAL UNITS SHOWN AT 2ND FLOORENLARGED PLAN. ANY CONFLICTS TO BECOORDINATED WITH ARCHITECT.12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 OSPSSD/1A404_RTELECOM 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 8A427L7L8LELH7A427LIL10L6LJL12.1LKLDL13.2L9LFL12.2/1A402/1A403/1A405/1A401/1A402/1A401LG.16A427TRASH ROOM116CENTRAL STAIRELEV 1ELEV 2ELEVATOR LOBBY106EXIT CORRIDOR114ELECTRIC ROOM122027B116AFULL388'-6"x18'FULL378'-6"x18'FULL368'-6"x18'ADA138'-6"x18'FULL128'-6"x18'FULL398'-6"x18'033B122025A115A024B114036A125B12A42813A428L13.1L5.13A30919B18C19C18C18B18B18B18C18C18B18B034A12418B18B18C18CL11LG.218B011A116B037A127016A105STORAGE124B11B18B029A117031A119FULL118'-6"x18'ADA148'-6"x18'4'-11".4 5/8"4'-11 1/4"18C028A129P2P2P2P2P1P5P6NORTH STAIRA5108.17'-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"1B18B7'-11 5/8"11 3/8"1 5/8"8"4'-1".3'-9".3'-4 3/8"033A122B11 HOUR RATED WALL ASSEMBLY ADJACENT TO PROPERTY LINE2 1/2" FOIL-FACED POLYISO CONTINUOUS INSULATION, R-16. TERMINATE AT BOTTOM OF STRUCTURAL SLAB ABOVE. NON-REFLECTIVE, WHITE SURFACE FACING OUT.?11D2 1/2" FOIL-FACED POLYISO CONTINUOUS INSULATION, R-16. TERMINATE AT BOTTOM OF STRUCTURAL SLAB ABOVE. NON-REFLECTIVE, WHITE SURFACE FACING OUT.1ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTIONN1/4" = 1'-0"1ST FLOOR COREENLARGED PLANA404Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECTPLAN KEYNOTESP1 STANDBY GENERATORP2 CONCRETE FILLED STEEL BOLLARD(S),SEE DETAIL X/A500P3 ACCESS VEHICLE CONTROL BARRIERGATE, LIFTMASTER MAT W/ 10FT ARMP4 STORAGE LOCKERSP5 TRASH COMPACTOR, MINI-MAC MODELBY MARATHON 5AP6 TRASH COMPACTOR TRASH BIN, MINIMAC MODEL BY MARATHON 5AP7 FDC CONNECTION, SEE FIREPROTECTION DWGSP8 PATIO, CONCRETE PLINTH W/ PLANTERS& PRECAST CONCRETE BENCHES, SEELANDSCAPE DRWGSP9 WOOD SLAT FENCEP10 PAINTED STEEL + GLASS CANOPYP11 RECYCLING CHUTE WITH 15% PADDEDOFFSET @ BOTTOM BY CHUTESINTERNATIONALP12 RECESSED FIRE EXTINGUISHER CABINETW/GLASS DOORP13 REAR DRAIN TOILET, Units 211-216 onlyP14 CUSTOM MILLWORK RECESSED SHELF ATTYPE 5C BATHROOMS ONLY, SEE SHEET5B/A602P15 FACTORY PAINTED ALUMINUM SUNSCREEN LOUVERSP16 ROOF DECK DRAIN, SEE PLUMBINGDRWGSP17 PAINTED STEEL GUARDRAILP18 GENERATOR EXHAUST SHAFT, SEEMECH. DWGSP19 MIN. 24" WIDE ALUM. OR GALV. STL.LADDER (U200 BY UPNOVR OR SIMILAR)P20 SURFACE MOUNTED FIRE EXTINGUISHERCABINET W/ GLASS DOORP21 INTERIOR WINDOW, SEE WINDOWSCHEDULEP22 ALL COLUMNS TO BE 3HR FIRE RATED -SEE DETAILS ON SHEET A510P23 MANIFOLD/WATER METERWALL-MOUNTED 30"x30" PTD ACCESSPANEL, FRAMELESS, BOTTOM SILLMOUNTED AT 9" A.F.F. IN ALLBATHROOMS (BEHIND DOOR SWING),HALLWAYS (CENTERED ON WALL) ANDCLOSET (AT CORNER) LOCATIONS.TYPICAL UNITS SHOWN AT 2ND FLOORENLARGED PLAN. ANY CONFLICTS TO BECOORDINATED WITH ARCHITECT.12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 SD OSPSSD/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 L1L2L3L4LELHLJLDLF/1A404FULL408'-6"x18'FULL418'-6"x18'FULL438'-6"x18'FULL428'-6"x18'FULL448'-6"x18'FULL468'-6"x18'FULL458'-6"x18'FULL478'-6"x18'FULL488'-6"x18'FULL498'-6"x18'12A42813A428L5.12A3083A309034A12418C18CSTORAGE124BFULL18'-6"x18'FULL38'-6"x18'FULL28'-6"x18'FULL48'-6"x18'FULL58'-6"x18'FULL68'-6"x18'FULL78'-6"x18'FULL88'-6"x18'FULL98'-6"x18'FULL118'-6"x18'FULL108'-6"x18'18C028A129P2P2P3NORTH STAIR.3 3/4"2'-1 1/8"18'-0"DRIVE AISLE22'-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 & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTIONN1/4" = 1'-0"1ST FLOOR NORTHENLARGED PLANA405Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECTPLAN KEYNOTESP1 STANDBY GENERATORP2 CONCRETE FILLED STEEL BOLLARD(S),SEE DETAIL X/A500P3 ACCESS VEHICLE CONTROL BARRIERGATE, LIFTMASTER MAT W/ 10FT ARMP4 STORAGE LOCKERSP5 TRASH COMPACTOR, MINI-MAC MODELBY MARATHON 5AP6 TRASH COMPACTOR TRASH BIN, MINIMAC MODEL BY MARATHON 5AP7 FDC CONNECTION, SEE FIREPROTECTION DWGSP8 PATIO, CONCRETE PLINTH W/ PLANTERS& PRECAST CONCRETE BENCHES, SEELANDSCAPE DRWGSP9 WOOD SLAT FENCEP10 PAINTED STEEL + GLASS CANOPYP11 RECYCLING CHUTE WITH 15% PADDEDOFFSET @ BOTTOM BY CHUTESINTERNATIONALP12 RECESSED FIRE EXTINGUISHER CABINETW/GLASS DOORP13 REAR DRAIN TOILET, Units 211-216 onlyP14 CUSTOM MILLWORK RECESSED SHELF ATTYPE 5C BATHROOMS ONLY, SEE SHEET5B/A602P15 FACTORY PAINTED ALUMINUM SUNSCREEN LOUVERSP16 ROOF DECK DRAIN, SEE PLUMBINGDRWGSP17 PAINTED STEEL GUARDRAILP18 GENERATOR EXHAUST SHAFT, SEEMECH. DWGSP19 MIN. 24" WIDE ALUM. OR GALV. STL.LADDER (U200 BY UPNOVR OR SIMILAR)P20 SURFACE MOUNTED FIRE EXTINGUISHERCABINET W/ GLASS DOORP21 INTERIOR WINDOW, SEE WINDOWSCHEDULEP22 ALL COLUMNS TO BE 3HR FIRE RATED -SEE DETAILS ON SHEET A510P23 MANIFOLD/WATER METERWALL-MOUNTED 30"x30" PTD ACCESSPANEL, FRAMELESS, BOTTOM SILLMOUNTED AT 9" A.F.F. IN ALLBATHROOMS (BEHIND DOOR SWING),HALLWAYS (CENTERED ON WALL) ANDCLOSET (AT CORNER) LOCATIONS.TYPICAL UNITS SHOWN AT 2ND FLOORENLARGED PLAN. ANY CONFLICTS TO BECOORDINATED WITH ARCHITECT.12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 OSPSSD/1A404_RSEE ELEC. & MECH. DWGSSEE ELEC. & MECH. DWGSE1E1E4E4E4E4E4STORAGE124BPARKING126E5E5E5E5E5SEE ELEC. & MECH. DWGS10' H, 3" DIA. STAINLESS STEEL POLE PAINTED BLACK.POLE TO BE RECESSED 2'-6" IN GROUNDCONTRACTOR TO PROVIDE STEEL CABLE TO SUPPORT CATENARY LIGHTEXPOSED CONCRETE CEILING SLAB1/2" GYPSUM BOARD CEILING, PTD;HT 8'-2" AFF1/2" GYPSUM BOARD CEILING, PTD;HT 9'-0" AFF1/2" GYPSUM BOARD CEILING, PTD;HT 8'-6" AFF1/2" GYPSUM BOARD CEILING, PTD;HT 10'-0" AFFWOOD SLAT (OR FINISH) CEILING;SECURILY ATTACHED TO GWB; SEE ID-ELEVATIONS1. 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 NOTESPENDANT (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) -MILLWORKWALL 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 CENTERLINERETURN -SEE MECH. DWGS EXHAUST/SUPPLY -SEE MECH. DWGS PSOSSDRCP LEGENDRCP GRAPHIC KEYRCP GENERAL NOTES5/8" GYPSUM BOARD CEILING, PTD;HT 8'-0" AFF1/2" GYPSUM BOARD CEILING, WC;48"x48" SUSPENDED CEILING SYSTEM, RIGID POLYISO INSULATION PANELSERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTIONN1/4" = 1'-0"1ST FLOOR NORTHENLARGED RCPA405_RTaitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SETADJUSTED PER ARCH. BACKGROUND CHANGES.ACCESS PANELS, SMOKE DETECTORS, OCCUPANCY SENSORS ADDED FOR CLARIFICATION.11NORTH STAIRG, PTD. 11/2" GYPSUM BOARD C (U.N.O.); HT 7'-10" AFF ALIGNALIGNALIGNALIGNALIGN8A4277A427/1A407/1A409/1A410/1A4096A427T01007AT01007AT01007AT01007AT01007ATRASH ROOM235T05011A9A42712A42813A42806001A07003C10003A01001AW2AW2AW2BW1DW2A06001A13005B07003C16006DW1DW2BW2AW2AW2BW2AW2A9'-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"13005B06001A07003C10003A10003A05002EW2BW2AW2AW1DW2AW2AW2BW2AW2B6'-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"1B6'-6 1/2".3'-0".6'-9 3/4"06001A07003C13005B16006DW1DW2AW2BW2AW2AW2AW2BW2A2'-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"W2AW2AW2AW2AW2B14005B06001A07003C10003A5'-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"W2A1B1BW1D1BKITCHENTYPE 2CBATHTYPE 1ABATHTYPE 5BKITCHENTYPE 2CBATHTYPE 5BBATHTYPE 1AKITCHENTYPE 3ABATHTYPE 1AKITCHENTYPE 3ABATHTYPE 7AKITCHENTYPE 2C5'-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"W2B03002EKITCHENTYPE 2C06001A17006D07003C09003A01001A10003A06001A10003A04002EW2AW2AW2AW2AW2BW1DW2AW2AW2AW2AW2A1B5'-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"BATHTYPE 1EBATHTYPE 2E3'-0".12'-3 3/8".9'-7 3/4"01001AS21S214A3093A309W1523B23BW11D1B1DW11BW15W11BW11BW11BW15W151BW15W15W11CW11CW11CW11DW11CW11CW11C23BW26W26ELEVATORLOBBY238SOUTHCORRIDOR240NORTHCORRIDOR239T04010AT04010A7'-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"T06011AELEC/DATA237T06011A23BW15T01007AW15.4'-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"W11DW11D010AW15W11CW11CA5102A5105P11P11P12P1223B23BCENTRAL STAIRNORTH STAIRUNIT C1201UNIT B3226UNIT A11232UNIT A12233UNIT C2234UNIT D12231ELEV 2ELEV 1P21W15110'-0"P21P23P23P23P23P23P23116'-1 1/2"8'-4 7/8"ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTIONN1/4" = 1'-0"2ND FLOOR COREENLARGED PLANA406Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECTPLAN KEYNOTESP1 STANDBY GENERATORP2 CONCRETE FILLED STEEL BOLLARD(S),SEE DETAIL X/A500P3 ACCESS VEHICLE CONTROL BARRIERGATE, LIFTMASTER MAT W/ 10FT ARMP4 STORAGE LOCKERSP5 TRASH COMPACTOR, MINI-MAC MODELBY MARATHON 5AP6 TRASH COMPACTOR TRASH BIN, MINIMAC MODEL BY MARATHON 5AP7 FDC CONNECTION, SEE FIREPROTECTION DWGSP8 PATIO, CONCRETE PLINTH W/ PLANTERS& PRECAST CONCRETE BENCHES, SEELANDSCAPE DRWGSP9 WOOD SLAT FENCEP10 PAINTED STEEL + GLASS CANOPYP11 RECYCLING CHUTE WITH 15% PADDEDOFFSET @ BOTTOM BY CHUTESINTERNATIONALP12 RECESSED FIRE EXTINGUISHER CABINETW/GLASS DOORP13 REAR DRAIN TOILET, Units 211-216 onlyP14 CUSTOM MILLWORK RECESSED SHELF ATTYPE 5C BATHROOMS ONLY, SEE SHEET5B/A602P15 FACTORY PAINTED ALUMINUM SUNSCREEN LOUVERSP16 ROOF DECK DRAIN, SEE PLUMBINGDRWGSP17 PAINTED STEEL GUARDRAILP18 GENERATOR EXHAUST SHAFT, SEEMECH. DWGSP19 MIN. 24" WIDE ALUM. OR GALV. STL.LADDER (U200 BY UPNOVR OR SIMILAR)P20 SURFACE MOUNTED FIRE EXTINGUISHERCABINET W/ GLASS DOORP21 INTERIOR WINDOW, SEE WINDOWSCHEDULEP22 ALL COLUMNS TO BE 3HR FIRE RATED -SEE DETAILS ON SHEET A510P23 MANIFOLD/WATER METERWALL-MOUNTED 30"x30" PTD ACCESSPANEL, FRAMELESS, BOTTOM SILLMOUNTED AT 9" A.F.F. IN ALLBATHROOMS (BEHIND DOOR SWING),HALLWAYS (CENTERED ON WALL) ANDCLOSET (AT CORNER) LOCATIONS.TYPICAL UNITS SHOWN AT 2ND FLOORENLARGED PLAN. ANY CONFLICTS TO BECOORDINATED WITH ARCHITECT.12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 OS OS OS SD SD SD SD SDSD OS SD OSPSSD/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_RUNIT 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 EQEQ EQ EQEQEQEQ EQ EQEQUH UH EQ EQ 3'-6"2'-0"UKUK 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 EQEQ3'-0"4'-6"3'-0"2'-0" 3'-6"EQEQEQEQEQ EQ 3'-0"EQ EQ EQ EQ3'-0"EQ EQ EQ EQ EQEQEQ EQ 6'-0" 2'-0" EQ EQ3'-0"EQ EQ EQ EQ EQEQEQEQUE UH UH EQ EQEQEQ SEE ID411_RELEC/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 ALIGNALIGNALIGNALIGNALIGNALIGN/1A406/1A408TELECOM236T01007AT01007AT01007AT01007AT01007AT04010A14A42815A42811004A07003C16006D06001A07003C06001A01001A11004A06001A01001A10003A14005BW2AW2AW2AW2AW2BW2AW2AW2AW2BW15W15W1DW1DW2BW2AW2AW2BW2A1B2'-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"W1C5'-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".16006D06001A12005B07003CW2AW2BW1DW2AW2BW2AW2A9'-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"16006D12005B06001A07003CW2BW2AW1DW2AW2BW2AW2A2'-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"W2A2'-0".4'-0 1/8".6'-0"12005B06001A16006D12005B07003CW1DW2BW2AW2AW2AW2AW2B9'-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"14005B10003A01001A07003C06001A01001A11004A06001AW2AW2AW2AW2AW2BW1DW1CW2A1B3'-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"W2B16006D06001A11004A01001A06001A09003A07003C01001AW2BW2AW1DW2AW2AW2AW2AW1DW2AW2B5'-6".6'-0"6'-0".3'-8".2'-0"3'-0"2'-6".7'-0 1/2".3'-8".6'-11 3/4"17006D10003A07003C01001A01001AW2AW2BW2BW2A3'-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"W2AW1CBATHTYPE 5BBATHTYPE 1AKITCHENTYPE 3AKITCHENTYPE 3ABATHTYPE 1ABATHTYPE 1AKITCHENTYPE 3ABATHTYPE 1BKITCHENTYPE 3ABATHTYPE 2ABATHTYPE 1AKITCHENTYPE 2CBATHTYPE 1ABATHTYPE 2AKITCHENTYPE 7ABATHTYPE2.1ABATHTYPE 1AKITCHENTYPE 7BKITCHENTYPE 2CW2AW2AW2AW2AW2A2'-8 1/4"5'-6".1'-0"3'-4 3/8"3'-0 3/4"W1D2'-0"5'-6".6'-0"2A3103A3032A303W15BW11CW11CW15W11BW15W11BW11BW15W15W11DW11DW11BW11CW11CW11CW11CW11CW11D23BW11CW11CW11DW11CW11CW11C1B23B23BSOUTHCORRIDOR2403A302039A2003 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"3A311T01007AT01007AT01007AT07011A1A50420'-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"W16W11DW11CP12P12W11BW11C23B23B23B23B23BEAST STAIR1"5 3/8"UNIT A1202UNIT A2203UNIT A3204UNIT A4205UNIT D1206UNIT D2207UNIT D3208UNIT B120919A19A1 HOUR RATED WALL ASSEMBLY ADJACENT TO PROPERTY LINE1 HOUR RATED WALL ASSEMBLY ADJACENT TO PROPERTY LINE1 HOUR RATED WALL ASSEMBLY ADJACENT TO PROPERTY LINE1111W11B15'-10 3/8"4'-8"A7012P23P23P23P23P23P23P23P2336'-10 5/8"2'-4 1/2"ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTIONN1/4" = 1'-0"2ND FLOOR EASTENLARGED PLANA407Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECTPLAN KEYNOTESP1 STANDBY GENERATORP2 CONCRETE FILLED STEEL BOLLARD(S),SEE DETAIL X/A500P3 ACCESS VEHICLE CONTROL BARRIERGATE, LIFTMASTER MAT W/ 10FT ARMP4 STORAGE LOCKERSP5 TRASH COMPACTOR, MINI-MAC MODELBY MARATHON 5AP6 TRASH COMPACTOR TRASH BIN, MINIMAC MODEL BY MARATHON 5AP7 FDC CONNECTION, SEE FIREPROTECTION DWGSP8 PATIO, CONCRETE PLINTH W/ PLANTERS& PRECAST CONCRETE BENCHES, SEELANDSCAPE DRWGSP9 WOOD SLAT FENCEP10 PAINTED STEEL + GLASS CANOPYP11 RECYCLING CHUTE WITH 15% PADDEDOFFSET @ BOTTOM BY CHUTESINTERNATIONALP12 RECESSED FIRE EXTINGUISHER CABINETW/GLASS DOORP13 REAR DRAIN TOILET, Units 211-216 onlyP14 CUSTOM MILLWORK RECESSED SHELF ATTYPE 5C BATHROOMS ONLY, SEE SHEET5B/A602P15 FACTORY PAINTED ALUMINUM SUNSCREEN LOUVERSP16 ROOF DECK DRAIN, SEE PLUMBINGDRWGSP17 PAINTED STEEL GUARDRAILP18 GENERATOR EXHAUST SHAFT, SEEMECH. DWGSP19 MIN. 24" WIDE ALUM. OR GALV. STL.LADDER (U200 BY UPNOVR OR SIMILAR)P20 SURFACE MOUNTED FIRE EXTINGUISHERCABINET W/ GLASS DOORP21 INTERIOR WINDOW, SEE WINDOWSCHEDULEP22 ALL COLUMNS TO BE 3HR FIRE RATED -SEE DETAILS ON SHEET A510P23 MANIFOLD/WATER METERWALL-MOUNTED 30"x30" PTD ACCESSPANEL, FRAMELESS, BOTTOM SILLMOUNTED AT 9" A.F.F. IN ALLBATHROOMS (BEHIND DOOR SWING),HALLWAYS (CENTERED ON WALL) ANDCLOSET (AT CORNER) LOCATIONS.TYPICAL UNITS SHOWN AT 2ND FLOORENLARGED PLAN. ANY CONFLICTS TO BECOORDINATED WITH ARCHITECT.12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 SDOSOSSDSDSDSDOSPSSD/1A406_R/1A408_RUNIT A1202UNIT A2203UNIT A3204UNIT A4205SOUTHCORRIDOR240UNIT D1206UNIT D2207UNIT B1209UNIT D3208TELECOM236EAST STAIREQEQEQEQUHUHUHUHUKUKUBUBUHUVUVUHUEUEUSUSUHUHUKUBUHUVUEUSEQEQ3'-0"3'-0"EQEQ3'-0"3'-0"3'-0"3'-0"EQEQEQEQEQ4'-0"EQEQUBUBUBUVUSUCUVUSUBUBUHUHUHUKUKUKUEUHEQEQUEUBUBUBUBUBUBUHUHUKUKUHUSUVUBUCUSUV3'-6"3'-6"UKUKUKUHUEUHUBUBUHUKUHUHEQEQ3'-0"USUVEQEQUSUHUKUKUEUHUHUBUCUVUBUBUBUBUSUHUSUVEQEQUHUHEQEQEQUH3'-6"UK3'-6"3'-0"3'-0"3'-0"1'-9"1'-9"UVEQ2'-0"2'-0"UPUP4'-6"1'-9"1'-9"3'-0"UPUP4'-0"EQEQEQ2'-0"2'-0"EQEQEQEQ2'-0"8"2'-0"8"2'-0"EQEQEQEQEQEQEQEQEQEQ3'-0"EQEQEQEQ3'-0"4'-6"EQEQEQEQ3'-0"4'-11 7/8"4'-11 1/8"3'-0"2'-11 5/8"EQEQ3'-0"EQEQ3'-6"EQEQUHEQEQEQEQEQEQEQEQEQEQEQEQEQEQ3'-0"3'-6"1'-2"1'-2"2'-0"EQEQEQSEE ELEC. & MECH. DWGSSEE ELEC. & MECH. DWGS1. 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 INFORMATION10. 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 CENTERLINERETURN -SEE MECH. DWGS EXHAUST/SUPPLY -SEE MECH. DWGS PSOSSDRCP LEGENDRCP GRAPHIC KEYRCP GENERAL NOTESEXPOSED CONCRETE CEILING SLAB5/8" GYPSUM BOARD CEILING, PTD;HT 8'-4 1/2" AFF5/8" GYPSUM BOARD CEILING, PTD;HT 8'-0" AFFSURFACE MOUNT DOWNLIGHT, WET LOCATIONPENDANT 1/2" GYPSUM BOARD CEILING, PTD. (U.N.O.); HT 7'-10" AFFELEC. PANEL -SEE ELEC. DWGS TELECOM PANEL -SEE ELEC. DWGS INTERCOM -SEE ELEC. DWGS ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTIONN1/4" = 1'-0"2ND FLOOR EASTENLARGED RCPA407_RTaitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SETADJUSTED PER ARCH. BACKGROUND CHANGES.ACCESS PANELS, SMOKE DETECTORS, OCCUPANCY SENSORS ADDED FOR CLARIFICATION.111ALL INTERCOM PANELS REMOVED.1EQEQ3'-0"OSSDSEE ID413_RUVUSUHUH ALIGN/1A407/1A409T01007AT01007AT01007AT01007AT01007AT01007AT01007AT01007A01001A11004A06001A05002E13005B11004A06001AW2BW2AW2AW2BW1DW2AW2AW2AW2AW2B6'-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"06001A07003C16006DW2BW1DW1DW2AW2BW2AW2BW2A16006D2'-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"16006D06001A13005B07003CW1DW1DW2BW2AW2AW2AW2B2'-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"07003CW2AW2A16006D13005B06001AW1DW2BW1DW2AW2BW2A6'-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"07003C16006D06001A13005B07003CW1DW1DW2BW2AW2AW2AW2B2'-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"16006D13005B06001AW1DW2BW1DW2AW2BW2A6'-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"07003C16006D06001A13005B07003CW1DW1DW2BW2AW2AW2AW2B2'-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"06001A16006D12005B07003CW1DW2AW2BW2AW2AW2AW2BW2A2'-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"KITCHENTYPE 4ABATHTYPE 2BBATHTYPE 1CKITCHENTYPE 3ABATHTYPE 1AKITCHENTYPE 3ABATHTYPE 1AKITCHENTYPE 3ABATHTYPE 1AKITCHENTYPE 3ABATHTYPE 1AKITCHENTYPE 3ABATHTYPE 1AKITCHENTYPE 3ABATHTYPE 1ABATHTYPE 1AKITCHENTYPE 3AW2AW1DW1DW1DW1DW1DW1D5A3032A3043A3044A3047A3043A3056A30423B1BW15W15W15W15W15W11CW11CW11CW11CW11CW11DW11CW11CW11CW11CW11CW11CW11DW11CW11CW11CW11CW11CW11DW11CW11CW11C23B23BSOUTHCORRIDOR240T04010A4'-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"23B1BW1BT01007AT01007AT01007AT01007AT07011AW15W11DW11DW11CT03009GP12P12P10W11CW11CW11CW11CW11CW11C1 1/8"0"P13P13P13P13P13P13UNIT D4210UNIT A5211UNIT A6212UNIT A7213UNIT A6214UNIT A7215UNIT A6216UNIT A8217111111A7013P23P23P23P23P23P23P23P238'-4 7/8"36'-10 5/8"ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTIONN1/4" = 1'-0"2ND FLOOR SOUTHENLARGED PLANA408Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECTPLAN KEYNOTESP1 STANDBY GENERATORP2 CONCRETE FILLED STEEL BOLLARD(S),SEE DETAIL X/A500P3 ACCESS VEHICLE CONTROL BARRIERGATE, LIFTMASTER MAT W/ 10FT ARMP4 STORAGE LOCKERSP5 TRASH COMPACTOR, MINI-MAC MODELBY MARATHON 5AP6 TRASH COMPACTOR TRASH BIN, MINIMAC MODEL BY MARATHON 5AP7 FDC CONNECTION, SEE FIREPROTECTION DWGSP8 PATIO, CONCRETE PLINTH W/ PLANTERS& PRECAST CONCRETE BENCHES, SEELANDSCAPE DRWGSP9 WOOD SLAT FENCEP10 PAINTED STEEL + GLASS CANOPYP11 RECYCLING CHUTE WITH 15% PADDEDOFFSET @ BOTTOM BY CHUTESINTERNATIONALP12 RECESSED FIRE EXTINGUISHER CABINETW/GLASS DOORP13 REAR DRAIN TOILET, Units 211-216 onlyP14 CUSTOM MILLWORK RECESSED SHELF ATTYPE 5C BATHROOMS ONLY, SEE SHEET5B/A602P15 FACTORY PAINTED ALUMINUM SUNSCREEN LOUVERSP16 ROOF DECK DRAIN, SEE PLUMBINGDRWGSP17 PAINTED STEEL GUARDRAILP18 GENERATOR EXHAUST SHAFT, SEEMECH. DWGSP19 MIN. 24" WIDE ALUM. OR GALV. STL.LADDER (U200 BY UPNOVR OR SIMILAR)P20 SURFACE MOUNTED FIRE EXTINGUISHERCABINET W/ GLASS DOORP21 INTERIOR WINDOW, SEE WINDOWSCHEDULEP22 ALL COLUMNS TO BE 3HR FIRE RATED -SEE DETAILS ON SHEET A510P23 MANIFOLD/WATER METERWALL-MOUNTED 30"x30" PTD ACCESSPANEL, FRAMELESS, BOTTOM SILLMOUNTED AT 9" A.F.F. IN ALLBATHROOMS (BEHIND DOOR SWING),HALLWAYS (CENTERED ON WALL) ANDCLOSET (AT CORNER) LOCATIONS.TYPICAL UNITS SHOWN AT 2ND FLOORENLARGED PLAN. ANY CONFLICTS TO BECOORDINATED WITH ARCHITECT.12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 OSSDOSSDSDSDOSOSPSSD/1A407_R/1A409_RUNIT A8217UNIT A6216UNIT A7215UNIT A6214UNIT A7213UNIT A6212UNIT A5211UNIT D4210/1A409_RSOUTHCORRIDOR240UHUHUBUKUHUHUSUEUVEQEQUBUBUBUBUCUKUHUHUCEQEQ3'-0"USEQEQ3'-0"3'-0"EQEQEQEQUEUHUSUVUVUHUHUBUKUHUHUSUEUVUHUBUKUHUHUSUEUVUKUHUHUSUVUEUHUHUBEQEQUBUHUHUEUSUVUHUHUKUBUHUHUEUSUVUHUHUKUEUHUSUBUHUKUHEQEQUHUHEQEQEQEQUVUHUHUHEQEQEQEQEQEQUHEQEQEQEQEQEQUHEQEQEQEQEQEQEQEQEQEQ3'-0"3'-0"3'-6"UHUKEQEQ2'-0"EQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQ3'-0"EQEQEQEQEQEQEQEQEQEQEQEQEQEQUHUHSEE ID415_R1. 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 INFORMATION10. 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 CENTERLINERETURN -SEE MECH. DWGS EXHAUST/SUPPLY -SEE MECH. DWGS PSOSSDRCP LEGENDRCP GRAPHIC KEYRCP GENERAL NOTESEXPOSED CONCRETE CEILING SLAB5/8" GYPSUM BOARD CEILING, PTD;HT 8'-4 1/2" AFF5/8" GYPSUM BOARD CEILING, PTD;HT 8'-0" AFFSURFACE MOUNT DOWNLIGHT, WET LOCATIONPENDANT 1/2" GYPSUM BOARD CEILING, PTD. (U.N.O.); HT 7'-10" AFFELEC. PANEL -SEE ELEC. DWGS TELECOM PANEL -SEE ELEC. DWGS INTERCOM -SEE ELEC. DWGS ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTIONN1/4" = 1'-0"2ND FLOOR SOUTHENLARGED RCPA408_RTaitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SETADJUSTED PER ARCH. BACKGROUND CHANGES.ACCESS PANELS, SMOKE DETECTORS, OCCUPANCY SENSORS ADDED FOR CLARIFICATION.111ALL INTERCOM PANELS REMOVED.1EQEQEQEQ ALIGNALIGNALIGNALIGNALIGNALIGN/1A406T01007AT01007AT01007AT01007AT01007AT01007AT01007AT01007A10003A06001A06001A11004A03002E06001A11004A09003A01001A07003C06001A01001A17006D13005B01001A11004A06001A01001A09003A17006D06001A07003C06001A01001A11004A07003C13005B06001A06001A13005B07003CW2AW2AW2AW2BW2AW2BW2AW2AW2AW1DW2BW2BW2AW2BW2AW2AW2AW2AW2AW2AW2AW2BW2AW2BW2AW2AW2BW2AW1DW2AW1DW2AW2AW2AW2BW1DW2AW2AW2AW2BW2AW1DW2AW2A3'-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"07003C3'-1"W2BW1D2'-0".9'-5".9'-11"06001A07003C09003A14005B06001A05002EW2BW2AW2AW2AW2BW2AW2BW2A6'-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"13005B07003C06001AW2AW2BW2AW1DW2AW2A9'-11"06001A13005B07003CW2BW2BW1DW2AW2A9'-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"W1DW1DBATHTYPE 2BBATHTYPE 3AKITCHENTYPE 2CBATHTYPE 6AKITCHENTYPE 2ABATHTYPE 5ABATHTYPE 2BKITCHENTYPE 2BKITCHENTYPE 7CBATHTYPE 1ABATHTYPE 4AKITCHENTYPE 1ABATHTYPE 1AKITCHENTYPE 1ABATHTYPE 1ABATHTYPE 1.1KITCHENTYPE 1AKITCHENTYPE 1ABATHTYPE 1AW2AW2BW2AW2A13005BW2A4'-7"W2A4'-7"W2A4'-7"W2A4'-7"2A3073A307W15W15W15W15W15W15W11DW11DW11DW11DW15W15W11CW11CW11DW11CW11CW11CW11C23B23B23B23B29'-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"4A3064A3053A30623'-11 1/4".11'-9 1/2".11'-9".11'-10 1/8".11'-9 5/8".W11CW11CW11CW11CW11CW11CW17W17W17W11CW11DW11CP12W11D2'-2 5/8"10'-8 3/4"10'-3 3/4"1'-4 1/8"1'-1 1/8"9'-2 1/4"UNIT D5218UNIT B2219UNIT D7221UNIT A9222UNIT A10223UNIT A9224UNIT A10225UNIT D62205A100.11 HOUR RATED WALL ASSEMBLY ADJACENT TO PROPERTY LINE1111P23P23P23P23P23P23P23P2312'-11 1/8"ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTIONN1/4" = 1'-0"2ND FLOOR WESTENLARGED PLANA409Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECTPLAN KEYNOTESP1 STANDBY GENERATORP2 CONCRETE FILLED STEEL BOLLARD(S),SEE DETAIL X/A500P3 ACCESS VEHICLE CONTROL BARRIERGATE, LIFTMASTER MAT W/ 10FT ARMP4 STORAGE LOCKERSP5 TRASH COMPACTOR, MINI-MAC MODELBY MARATHON 5AP6 TRASH COMPACTOR TRASH BIN, MINIMAC MODEL BY MARATHON 5AP7 FDC CONNECTION, SEE FIREPROTECTION DWGSP8 PATIO, CONCRETE PLINTH W/ PLANTERS& PRECAST CONCRETE BENCHES, SEELANDSCAPE DRWGSP9 WOOD SLAT FENCEP10 PAINTED STEEL + GLASS CANOPYP11 RECYCLING CHUTE WITH 15% PADDEDOFFSET @ BOTTOM BY CHUTESINTERNATIONALP12 RECESSED FIRE EXTINGUISHER CABINETW/GLASS DOORP13 REAR DRAIN TOILET, Units 211-216 onlyP14 CUSTOM MILLWORK RECESSED SHELF ATTYPE 5C BATHROOMS ONLY, SEE SHEET5B/A602P15 FACTORY PAINTED ALUMINUM SUNSCREEN LOUVERSP16 ROOF DECK DRAIN, SEE PLUMBINGDRWGSP17 PAINTED STEEL GUARDRAILP18 GENERATOR EXHAUST SHAFT, SEEMECH. DWGSP19 MIN. 24" WIDE ALUM. OR GALV. STL.LADDER (U200 BY UPNOVR OR SIMILAR)P20 SURFACE MOUNTED FIRE EXTINGUISHERCABINET W/ GLASS DOORP21 INTERIOR WINDOW, SEE WINDOWSCHEDULEP22 ALL COLUMNS TO BE 3HR FIRE RATED -SEE DETAILS ON SHEET A510P23 MANIFOLD/WATER METERWALL-MOUNTED 30"x30" PTD ACCESSPANEL, FRAMELESS, BOTTOM SILLMOUNTED AT 9" A.F.F. IN ALLBATHROOMS (BEHIND DOOR SWING),HALLWAYS (CENTERED ON WALL) ANDCLOSET (AT CORNER) LOCATIONS.TYPICAL UNITS SHOWN AT 2ND FLOORENLARGED PLAN. ANY CONFLICTS TO BECOORDINATED WITH ARCHITECT.12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 SDSDOSOSPSSD/1A406_RUNIT A10223UNIT A9224UNIT A10225UNIT B2219UNIT D5218UNIT D6220UNIT D7221SOUTHCORRIDOR240EQEQEQEQEQEQEQEQUHUKUKUKUHUSUBUBUHUHUEUVUHUKUKUHUKUBUBUBUBUBUB3'-0"UCUSUE3'-0"UV4'-6"4'-6"EQEQ3'-0"3'-0"EQEQUSUVUHUHUKUHUBUBUVUSUHUKUE3'-0"3'-0"UVUHUHEQEQEQEQ3'-0"3'-0"UHUKUKUKUHUVUSUEUBUBUBUBUSUCEQEQ3'-6"3'-6"UCUVEQEQ3'-0"UPUPEQEQEQEQEQEQ3'-0"3'-0"3'-0"3'-0"3'-0"1'-9"1'-9"2'-6"USUHUVUKUHUEUHUHUHUSUHUVUKUHUHUHUHUHEQEQUHUHUHUKUHUHUEUSUVUHUHUHUHUKUHUHUEUSUVUHEQEQ2'-0"4'-6"2'-0"8"UV4'-6"EQEQEQEQEQEQ3'-0"EQEQEQEQ2'-6"2'-0"2'-0"EQEQ3'-0"2'-6"2'-6"3'-0"EQEQ3'-0"EQEQEQEQ2'-0"EQEQEQEQUHUHUHUKUHUHUEUSUVUHEQEQUSUHUVUKUHUEUHUHUHUHEQEQEQEQ2'-0"EQEQEQEQEQEQUCUSEQEQSEE ID417_RE6E6E6E6UNIT A9222REFER TO UNIT 222 FOR DIMENSIONSREFER TO UNIT 223 FOR DIMENSIONS1. 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 INFORMATION10. 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 CENTERLINERETURN -SEE MECH. DWGS EXHAUST/SUPPLY -SEE MECH. DWGS PSOSSDRCP LEGENDRCP GRAPHIC KEYRCP GENERAL NOTESEXPOSED CONCRETE CEILING SLAB5/8" GYPSUM BOARD CEILING, PTD;HT 8'-4 1/2" AFF5/8" GYPSUM BOARD CEILING, PTD;HT 8'-0" AFFSURFACE MOUNT DOWNLIGHT, WET LOCATIONPENDANT 1/2" GYPSUM BOARD CEILING, PTD. (U.N.O.); HT 7'-10" AFFELEC. PANEL -SEE ELEC. DWGS TELECOM PANEL -SEE ELEC. DWGS INTERCOM -SEE ELEC. DWGS ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTIONN1/4" = 1'-0"2ND FLOOR WESTENLARGED RCPA409_RTaitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SETADJUSTED PER ARCH. BACKGROUND CHANGES.ACCESS PANELS, SMOKE DETECTORS, OCCUPANCY SENSORS ADDED FOR CLARIFICATION.11111ALL INTERCOM PANELS REMOVED.1 ALIGNALIGNALIGN/1A406T01007AT01007AT01007AT01007AT01007A12A42813A42806001A07003C10003A01001A11004AW2AW2AW2BW1DW2AW2AW2AW16W16W168'-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"10003A08003A01001A07003C06001A09003A01001A09003A06001A06001A15006DW1DW2AW2AW2AW2AW2BW2AW2AW2AW2AW2AW1DW2A2'-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"11004A01001A06001A06001A07003C01001A17006D10003AW2AW2AW2AW1DW2AW2AW2AW2AW1D2'-0"...3'-0".9'-11".11'-10 1/2"6'-0".4'-11 1/2"6'-0".3'-8".2'-0"3'-0"11004A06001A01001A10003A14005B06001A01001A06001A11004A07003CW2AW2AW1DW2AW2AW2AW2A1B5'-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"BATHTYPE 5BKITCHENTYPE 2CBATHTYPE 5BBATHTYPE 1AKITCHENTYPE 7DBATHTYPE 2CKITCHENTYPE 8ABATHTYPE 1ABATHTYPE4.1ABATHTYPE 2DKITCHENTYPE 5ABATHTYPE 5C11004A07003C01001A13005B06001A17006D01001A06001AW2AW2AW2AW1DW2AW2AW2AW1D11'-0".9'-11".3'-0"2'-0".3'-8".6'-0"3'-0"3'-11 1/4".6'-0"BATHTYPE 1ABATHTYPE 4B5'-11 1/2".4'-8".7'-0".5'-8 7/8"1'-1 5/8"7'-10"KITCHENTYPE 2C10003A06001A10003AW1DW2AW2A1B.3'-7 1/4".3'-4"BATHTYPE 1E9'-7 3/4"2A3084A3083A309W11BW11BW11BW11BW16W11DW11DW11DW14BW11DW11D1B23BT04010A.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"5A30843'-1 3/8".46'-7 7/8"9'-4 1/2"A5101010AW15A5102A5103P1223BNORTH STAIR10'-0"19'-9 1/4".4'-7 7/8".18'-3 3/8"P14UNIT B3226UNIT D8227UNIT D9228UNIT D10229UNIT D112301 HOUR RATED WALL ASSEMBLY ADJACENT TO PROPERTY LINE11W15W11CW11C10'-0"10'-0"P23P23P23P23P23A5103SimA5103SimA5103Sim9A42821'-5 1/8"ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTIONN1/4" = 1'-0"2ND FLOOR NORTHENLARGED PLANA410Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECTPLAN KEYNOTESP1 STANDBY GENERATORP2 CONCRETE FILLED STEEL BOLLARD(S),SEE DETAIL X/A500P3 ACCESS VEHICLE CONTROL BARRIERGATE, LIFTMASTER MAT W/ 10FT ARMP4 STORAGE LOCKERSP5 TRASH COMPACTOR, MINI-MAC MODELBY MARATHON 5AP6 TRASH COMPACTOR TRASH BIN, MINIMAC MODEL BY MARATHON 5AP7 FDC CONNECTION, SEE FIREPROTECTION DWGSP8 PATIO, CONCRETE PLINTH W/ PLANTERS& PRECAST CONCRETE BENCHES, SEELANDSCAPE DRWGSP9 WOOD SLAT FENCEP10 PAINTED STEEL + GLASS CANOPYP11 RECYCLING CHUTE WITH 15% PADDEDOFFSET @ BOTTOM BY CHUTESINTERNATIONALP12 RECESSED FIRE EXTINGUISHER CABINETW/GLASS DOORP13 REAR DRAIN TOILET, Units 211-216 onlyP14 CUSTOM MILLWORK RECESSED SHELF ATTYPE 5C BATHROOMS ONLY, SEE SHEET5B/A602P15 FACTORY PAINTED ALUMINUM SUNSCREEN LOUVERSP16 ROOF DECK DRAIN, SEE PLUMBINGDRWGSP17 PAINTED STEEL GUARDRAILP18 GENERATOR EXHAUST SHAFT, SEEMECH. DWGSP19 MIN. 24" WIDE ALUM. OR GALV. STL.LADDER (U200 BY UPNOVR OR SIMILAR)P20 SURFACE MOUNTED FIRE EXTINGUISHERCABINET W/ GLASS DOORP21 INTERIOR WINDOW, SEE WINDOWSCHEDULEP22 ALL COLUMNS TO BE 3HR FIRE RATED -SEE DETAILS ON SHEET A510P23 MANIFOLD/WATER METERWALL-MOUNTED 30"x30" PTD ACCESSPANEL, FRAMELESS, BOTTOM SILLMOUNTED AT 9" A.F.F. IN ALLBATHROOMS (BEHIND DOOR SWING),HALLWAYS (CENTERED ON WALL) ANDCLOSET (AT CORNER) LOCATIONS.TYPICAL UNITS SHOWN AT 2ND FLOORENLARGED PLAN. ANY CONFLICTS TO BECOORDINATED WITH ARCHITECT.12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 OSSDSDSDOSPSSD/1A406_RUNIT D9228UNIT D8227UNIT B3226UNIT D11230UNIT D10229NORTH STAIRNORTHCORRIDOR239UBUBUBUBUHUHUKUKUC3'-6"UCUVUSUVUHUKUKUKUE3'-0"3'-0"EQEQ3'-0"UHUHUHUHUHUK3'-0"USUVUBUBUHUKUSUV4'-6"UEUBUBUBUBUVUBUBUBUBUSUSUSUCUKUK3'-0"UE3'-0"UVUH4'-0"3'-0"UHUHUHUBUBUS3'-0"3'-6"3'-6"UBUBUHUHUKUKUCUV3'-0"4'-0"UPUP3'-0"3'-0"UBUBUBUBUCUSUCUHUEUHUVUKUK3'-0"3'-6"3'-6"3'-0"3'-0"3'-0"3'-6"1'-9"1'-9"UPUPUKUK2'-0"2'-0"2'-0"2'-0"3'-0"3'-6"EQEQEQEQEQEQ3'-0"4'-6"EQEQ3'-0"3'-0"3'-0"3'-0"EQEQEQEQEQEQEQEQUVEQEQEQEQEQEQEQEQ3'-0"EQEQ3'-0"3'-0"8"2'-0"8"EQEQEQEQ3'-6"3'-0"EQEQ3'-0"EQEQEQEQSEE ID419_RSEE ELEC. & MECH. DWGSUNIT D122311. 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 INFORMATION10. 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 CENTERLINERETURN -SEE MECH. DWGS EXHAUST/SUPPLY -SEE MECH. DWGS PSOSSDRCP LEGENDRCP GRAPHIC KEYRCP GENERAL NOTESEXPOSED CONCRETE CEILING SLAB5/8" GYPSUM BOARD CEILING, PTD;HT 8'-4 1/2" AFF5/8" GYPSUM BOARD CEILING, PTD;HT 8'-0" AFFSURFACE MOUNT DOWNLIGHT, WET LOCATIONPENDANT 1/2" GYPSUM BOARD CEILING, PTD. (U.N.O.); HT 7'-10" AFFELEC. PANEL -SEE ELEC. DWGS TELECOM PANEL -SEE ELEC. DWGS INTERCOM -SEE ELEC. DWGS ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTIONN1/4" = 1'-0"2ND FLOOR NORTHENLARGED RCPA410_RTaitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SETADJUSTED PER ARCH. BACKGROUND CHANGES.ACCESS PANELS, SMOKE DETECTORS, OCCUPANCY SENSORS ADDED FOR CLARIFICATION.111ALL INTERCOM PANELS REMOVED.1UVUSUVUSUSUV ALIGNALIGNALIGNALIGNALIGN8A4277A427/1A413/1A412/1A415/1A414/1A413/1A4146A427T01007AT01007AT01007AT01007AT01007AT01007AT05011A9A42712A42813A42806001A17006D07003C09003A01001A10003A06001A10003A04002E06001A13005B07003C16006D07003C13005B06001A16006D13005B06001A07003C10003A10003A05002EW2BW2AW2AW1DW2AW1DW2BW2AW2AW2AW2AW2AW2BW1DW2AW2AW2AW2AW2AW1DW2BW2AW2AW2BW2AW2AW1DW2AW2BW2AW2AW2AW2BW2A1B.12'-3 7/8"01001A5'-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"W2AW2AW2AW2AW2B14005B06001A07003C10003A5'-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"W2AW2AW2AW2AW2B14005B06001A07003C10003A5'-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"W2A1B1B2'-0"1B6'-6 1/2".3'-0".6'-9 1/2"06001A07003C10003A01001AW2AW2AW2BW1DW2A6'-6".3'-0"3'-7 1/2".3'-0"7'-0"2'-0".3'-0"W1D1BBATHTYPE 5BKITCHENTYPE 2CBATHTYPE 5BBATHTYPE 1AKITCHENTYPE 3ABATHTYPE 1ABATHTYPE 1EBATHTYPE 2EKITCHENTYPE 2CBATHTYPE 1AKITCHENTYPE 3ABATHTYPE 7A5'-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"W2AW2BUNIT C1301UNIT C1301UNIT C130103002EW2BKITCHENTYPE 2CKITCHENTYPE 2CS21S214A3093A309W26W26W14W141B1DW14W11BW14W14W14W14ELEVATORLOBBY338NORTHCORRIDOR339T04010AT04010AT02008FT06011AELEC/DATA337T06011AW11CW11CW11CW11CW11CW11CW14W11DW11DW11DW11BW14TRASH ROOM335W11DW11CT02008FP11P11P12P1223B23B23B23B23B23B23BCENTRAL STAIRNORTH STAIR7'-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 C1301UNIT B3326UNIT D12331UNIT A11332UNIT A12333UNIT C2334ELEV 2ELEV 1W11BW11BW14SOUTHCORRIDOR340110'-0"P21P211A5102SimA5109Sim16'-1 5/8"8'-5"ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTIONN1/4" = 1'-0"3RD FLOOR COREENLARGED PLANA411Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECTPLAN KEYNOTESP1 STANDBY GENERATORP2 CONCRETE FILLED STEEL BOLLARD(S),SEE DETAIL X/A500P3 ACCESS VEHICLE CONTROL BARRIERGATE, LIFTMASTER MAT W/ 10FT ARMP4 STORAGE LOCKERSP5 TRASH COMPACTOR, MINI-MAC MODELBY MARATHON 5AP6 TRASH COMPACTOR TRASH BIN, MINIMAC MODEL BY MARATHON 5AP7 FDC CONNECTION, SEE FIREPROTECTION DWGSP8 PATIO, CONCRETE PLINTH W/ PLANTERS& PRECAST CONCRETE BENCHES, SEELANDSCAPE DRWGSP9 WOOD SLAT FENCEP10 PAINTED STEEL + GLASS CANOPYP11 RECYCLING CHUTE WITH 15% PADDEDOFFSET @ BOTTOM BY CHUTESINTERNATIONALP12 RECESSED FIRE EXTINGUISHER CABINETW/GLASS DOORP13 REAR DRAIN TOILET, Units 211-216 onlyP14 CUSTOM MILLWORK RECESSED SHELF ATTYPE 5C BATHROOMS ONLY, SEE SHEET5B/A602P15 FACTORY PAINTED ALUMINUM SUNSCREEN LOUVERSP16 ROOF DECK DRAIN, SEE PLUMBINGDRWGSP17 PAINTED STEEL GUARDRAILP18 GENERATOR EXHAUST SHAFT, SEEMECH. DWGSP19 MIN. 24" WIDE ALUM. OR GALV. STL.LADDER (U200 BY UPNOVR OR SIMILAR)P20 SURFACE MOUNTED FIRE EXTINGUISHERCABINET W/ GLASS DOORP21 INTERIOR WINDOW, SEE WINDOWSCHEDULEP22 ALL COLUMNS TO BE 3HR FIRE RATED -SEE DETAILS ON SHEET A510P23 MANIFOLD/WATER METERWALL-MOUNTED 30"x30" PTD ACCESSPANEL, FRAMELESS, BOTTOM SILLMOUNTED AT 9" A.F.F. IN ALLBATHROOMS (BEHIND DOOR SWING),HALLWAYS (CENTERED ON WALL) ANDCLOSET (AT CORNER) LOCATIONS.TYPICAL UNITS SHOWN AT 2ND FLOORENLARGED PLAN. ANY CONFLICTS TO BECOORDINATED WITH ARCHITECT.12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 OSOSOSSDSDSDSDSDSDOSSDOSPSSD/1A412_R/1A414_RUHUKUHUBUVUEUSUHUHUHUKUBUVUSUVUKUKUKUHUBUHUVUSUBUBUSUEUHUHUHUKUKUVUSUEUKUBUSUVUEUBUBUHUKUKUKUHUHUHUKUHUEUHUSUHUHUHUBUBUVUKUKUKUEUHUHSEE ID411_RE2SEE ELEC. & MECH. DWGSSEE ELEC. & MECH. DWGSSEE ELEC. & MECH. DWGSSEE ELEC. & MECH. DWGSE2UNIT B3326UNIT D12331UNIT A11332UNIT A12333ELEVATORLOBBY338NORTHCORRIDOR339TRASH ROOM335CENTRAL STAIRUNIT C1301SOUTHCORRIDOR340ELEC/DATA337UNIT C2334NORTH STAIRREFER TO UNIT 226 FOR DIMENSIONSREFER TO UNIT 232 FOR DIMENSIONSREFER TO UNIT 233 FOR DIMENSIONSREFER TO UNIT 234 FOR DIMENSIONSREFER TO UNIT 201 FOR DIMENSIONSREFER TO UNIT 231 FOR DIMENSIONS1. 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 INFORMATION10. 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 CENTERLINERETURN -SEE MECH. DWGS EXHAUST/SUPPLY -SEE MECH. DWGS PSOSSDRCP LEGENDRCP GRAPHIC KEYRCP GENERAL NOTESEXPOSED CONCRETE CEILING SLAB5/8" GYPSUM BOARD CEILING, PTD;HT 8'-4 1/2" AFF5/8" GYPSUM BOARD CEILING, PTD;HT 8'-0" AFFSURFACE MOUNT DOWNLIGHT, WET LOCATIONPENDANT 1/2" GYPSUM BOARD CEILING, PTD. (U.N.O.); HT 7'-10" AFFELEC. PANEL -SEE ELEC. DWGS TELECOM PANEL -SEE ELEC. DWGS INTERCOM -SEE ELEC. DWGS ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTIONN1/4" = 1'-0"3RD FLOOR COREENLARGED RCPA411_RTaitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SETADJUSTED PER ARCH. BACKGROUND CHANGES.ACCESS PANELS, SMOKE DETECTORS, OCCUPANCY SENSORS ADDED FOR CLARIFICATION.111111111ALL INTERCOM PANELS REMOVED.1 ALIGNALIGNALIGNALIGNALIGN/1A411T01007AT01007AT01007AT01007AT01007AT01007AT01007AT01007AT04010AT07011A14A42815A42807003C06001A01001A11004A06001A01001A10003A14005B14005B10003A01001A07003C06001A01001A11004A06001A06001A11004A01001A06001A09003A16006D07003C01001A10003A07003C01001A01001AW2AW2AW2AW2AW2BW2AW2AW2AW2BW2AW2AW14W2AW2AW2BW2BW2AW1DW2AW2AW2AW14W2AW1DW1DW1CW1DW2AW2BW2BW2A16006D06001A12005B07003CW2AW2BW1DW2AW2BW2AW2A16006D12005B06001A07003CW2BW2AW1DW2AW2BW2AW2A06001A16006D12005B07003CW1DW2BW2AW2AW2AW2AW2B06001A11004A07003C16006DW2BW2AW2AW2BW2AW2AW2BW2A1B1B9'-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"W2A2'-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"W1C5'-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"W2AW1C17006DBATHTYPE 1BKITCHENTYPE 3ABATHTYPE 2ABATHTYPE 1AKITCHENTYPE 2CBATHTYPE 1AKITCHENTYPE 3AKITCHENTYPE 3ABATHTYPE 1ABATHTYPE 1AKITCHENTYPE 3ABATHTYPE 1ABATHTYPE 2AKITCHENTYPE 7ABATHTYPE2.1BBATHTYPE 1ABATHTYPE 5BKITCHENTYPE 2CW2AW2AW2AW2BW2A2'-7 1/2".3'-4 1/2"1'-0".5'-6"W1D2'-0"KITCHENTYPE 7B5'-6".6'-0"2A3103A3032A303W14BW14W11BW14W11BW11BW14W14W11DW11DW11BW11D1BT02008FT02008FT02008FT02008F3A3023A311W15W11CW11CW11CW11CW11CW11CW11CW11CW11CW11CW11CW11CTELECOM336W11DW11CP12P12W11DW11CW11B23B23B23B23B23B23B23B23BEAST STAIR1"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 A1302UNIT A2303UNIT A3304UNIT A4305UNIT D1306UNIT D2307UNIT D3308UNIT B1309A51091 HOUR RATED WALL ASSEMBLY ADJACENT TO PROPERTY LINE1 HOUR RATED WALL ASSEMBLY ADJACENT TO PROPERTY LINE1 HOUR RATED WALL ASSEMBLY ADJACENT TO PROPERTY LINE111SOUTHCORRIDOR34012'-4"W11B15'-10 3/4"4'-7 5/8"A5109SimA5109SimA5109Sim2'-4 1/2"ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTIONN1/4" = 1'-0"3RD FLOOR EASTENLARGED PLANA412Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECTPLAN KEYNOTESP1 STANDBY GENERATORP2 CONCRETE FILLED STEEL BOLLARD(S),SEE DETAIL X/A500P3 ACCESS VEHICLE CONTROL BARRIERGATE, LIFTMASTER MAT W/ 10FT ARMP4 STORAGE LOCKERSP5 TRASH COMPACTOR, MINI-MAC MODELBY MARATHON 5AP6 TRASH COMPACTOR TRASH BIN, MINIMAC MODEL BY MARATHON 5AP7 FDC CONNECTION, SEE FIREPROTECTION DWGSP8 PATIO, CONCRETE PLINTH W/ PLANTERS& PRECAST CONCRETE BENCHES, SEELANDSCAPE DRWGSP9 WOOD SLAT FENCEP10 PAINTED STEEL + GLASS CANOPYP11 RECYCLING CHUTE WITH 15% PADDEDOFFSET @ BOTTOM BY CHUTESINTERNATIONALP12 RECESSED FIRE EXTINGUISHER CABINETW/GLASS DOORP13 REAR DRAIN TOILET, Units 211-216 onlyP14 CUSTOM MILLWORK RECESSED SHELF ATTYPE 5C BATHROOMS ONLY, SEE SHEET5B/A602P15 FACTORY PAINTED ALUMINUM SUNSCREEN LOUVERSP16 ROOF DECK DRAIN, SEE PLUMBINGDRWGSP17 PAINTED STEEL GUARDRAILP18 GENERATOR EXHAUST SHAFT, SEEMECH. DWGSP19 MIN. 24" WIDE ALUM. OR GALV. STL.LADDER (U200 BY UPNOVR OR SIMILAR)P20 SURFACE MOUNTED FIRE EXTINGUISHERCABINET W/ GLASS DOORP21 INTERIOR WINDOW, SEE WINDOWSCHEDULEP22 ALL COLUMNS TO BE 3HR FIRE RATED -SEE DETAILS ON SHEET A510P23 MANIFOLD/WATER METERWALL-MOUNTED 30"x30" PTD ACCESSPANEL, FRAMELESS, BOTTOM SILLMOUNTED AT 9" A.F.F. IN ALLBATHROOMS (BEHIND DOOR SWING),HALLWAYS (CENTERED ON WALL) ANDCLOSET (AT CORNER) LOCATIONS.TYPICAL UNITS SHOWN AT 2ND FLOORENLARGED PLAN. ANY CONFLICTS TO BECOORDINATED WITH ARCHITECT.12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 SDOSOSSDSDSDSDOSPSSD/1A411_R/1A413_RUBUBUBUVUSUCUVUSUBUBUHUHUHUKUKUKUEUHUHUKUKUEUHUHUBUCUVUBUBUBUBUSUHUBUBUKUKUKUHUEUHUEUBUBUBUBUHUHUKUKUHUSUVUBUCUSUVUHUHUKUBUVUEUSUVUSUVUBUBUHUKUHUHUSUVUKUVUPUPUPUPUHUHUKUBUHUVUEUSUHUHUHUHUKUBUHUVUHUEUSUHUHE2E2E2E2SEE ELEC. & MECH. DWGSSEE ELEC. & MECH. DWGSUNIT A1302UNIT A2303UNIT A3304UNIT A4305UNIT D1306UNIT D2307UNIT B1309UNIT D3308TELECOM336EAST STAIRSOUTHCORRIDOR340REFER TO UNIT 206 FOR DIMENSIONSREFER TO UNIT 207 FOR DIMENSIONSREFER TO UNIT 208 FOR DIMENSIONSREFER TO UNIT 209 FOR DIMENSIONSREFER TO UNIT 202 FOR DIMENSIONSREFER TO UNIT 203 FOR DIMENSIONSREFER TO UNIT 204 FOR DIMENSIONSREFER TO UNIT 205 FOR DIMENSIONS1. 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 INFORMATION10. 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 CENTERLINERETURN -SEE MECH. DWGS EXHAUST/SUPPLY -SEE MECH. DWGS PSOSSDRCP LEGENDRCP GRAPHIC KEYRCP GENERAL NOTESEXPOSED CONCRETE CEILING SLAB5/8" GYPSUM BOARD CEILING, PTD;HT 8'-4 1/2" AFF5/8" GYPSUM BOARD CEILING, PTD;HT 8'-0" AFFSURFACE MOUNT DOWNLIGHT, WET LOCATIONPENDANT 1/2" GYPSUM BOARD CEILING, PTD. (U.N.O.); HT 7'-10" AFFELEC. PANEL -SEE ELEC. DWGS TELECOM PANEL -SEE ELEC. DWGS INTERCOM -SEE ELEC. DWGS ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTIONN1/4" = 1'-0"3RD FLOOR EASTENLARGED RCPA412_RTaitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SETADJUSTED PER ARCH. BACKGROUND CHANGES.ACCESS PANELS, SMOKE DETECTORS, OCCUPANCY SENSORS ADDED FOR CLARIFICATION.11111111111ALL INTERCOM PANELS REMOVED.1OSSDSEE ID413_RUVUSUHUHUH ALIGN/1A412T01007AT01007AT01007AT01007AT01007AT01007AT01007AT01007A05002E01001A11004A06001A13005B11004A06001AW2BW2AW2AW2BW1DW2AW2AW2A06001A07003C16006DW2BW2AW1DW2AW2AW2BW2A16006D16006D06001A13005B07003CW2AW1DW2BW2AW2AW2B16006D06001A13005B07003CW2AW1DW2BW2AW2AW2AW2B16006D06001A13005B07003CW2AW1DW2BW2AW2AW2AW2B16006D13005B06001AW2AW2BW1DW2AW2BW2A16006D13005B06001AW2AW2BW1DW2AW2BW2A06001A16006D12005B07003CW1DW2AW2BW2AW2AW2AW2BW2AW2AW2B5'-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"07003C6'-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"07003C2'-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"W2AKITCHENTYPE 4ABATHTYPE 2BBATHTYPE 1CKITCHENTYPE 3ABATHTYPE 1AKITCHENTYPE 3ABATHTYPE 1AKITCHENTYPE 3ABATHTYPE 1AKITCHENTYPE 3ABATHTYPE 1AKITCHENTYPE 3ABATHTYPE 1AKITCHENTYPE 3ABATHTYPE 1ABATHTYPE 1AKITCHENTYPE 3AW2BW2A5A3032A3043A3044A3047A3043A3056A304W141BW14W14W14W14W14T04010A1BW1BW11CW11CW11CW11CW11CW11CW11CW11CW11CW11CW11CW11CW11CW11CW11CW11CW11CW11CW11CW11CW11CW11DT03009GP12P12P10W11CW11CW11DW11DW11D23B23B23B23B1 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 D4310UNIT A5311UNIT A6312UNIT A7313UNIT A6314UNIT A7315UNIT A6316UNIT A8317SOUTHCORRIDOR340W11CW11CW11C8'-5"ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTIONN1/4" = 1'-0"3RD FLOOR SOUTHENLARGED PLANA413Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECTPLAN KEYNOTESP1 STANDBY GENERATORP2 CONCRETE FILLED STEEL BOLLARD(S),SEE DETAIL X/A500P3 ACCESS VEHICLE CONTROL BARRIERGATE, LIFTMASTER MAT W/ 10FT ARMP4 STORAGE LOCKERSP5 TRASH COMPACTOR, MINI-MAC MODELBY MARATHON 5AP6 TRASH COMPACTOR TRASH BIN, MINIMAC MODEL BY MARATHON 5AP7 FDC CONNECTION, SEE FIREPROTECTION DWGSP8 PATIO, CONCRETE PLINTH W/ PLANTERS& PRECAST CONCRETE BENCHES, SEELANDSCAPE DRWGSP9 WOOD SLAT FENCEP10 PAINTED STEEL + GLASS CANOPYP11 RECYCLING CHUTE WITH 15% PADDEDOFFSET @ BOTTOM BY CHUTESINTERNATIONALP12 RECESSED FIRE EXTINGUISHER CABINETW/GLASS DOORP13 REAR DRAIN TOILET, Units 211-216 onlyP14 CUSTOM MILLWORK RECESSED SHELF ATTYPE 5C BATHROOMS ONLY, SEE SHEET5B/A602P15 FACTORY PAINTED ALUMINUM SUNSCREEN LOUVERSP16 ROOF DECK DRAIN, SEE PLUMBINGDRWGSP17 PAINTED STEEL GUARDRAILP18 GENERATOR EXHAUST SHAFT, SEEMECH. DWGSP19 MIN. 24" WIDE ALUM. OR GALV. STL.LADDER (U200 BY UPNOVR OR SIMILAR)P20 SURFACE MOUNTED FIRE EXTINGUISHERCABINET W/ GLASS DOORP21 INTERIOR WINDOW, SEE WINDOWSCHEDULEP22 ALL COLUMNS TO BE 3HR FIRE RATED -SEE DETAILS ON SHEET A510P23 MANIFOLD/WATER METERWALL-MOUNTED 30"x30" PTD ACCESSPANEL, FRAMELESS, BOTTOM SILLMOUNTED AT 9" A.F.F. IN ALLBATHROOMS (BEHIND DOOR SWING),HALLWAYS (CENTERED ON WALL) ANDCLOSET (AT CORNER) LOCATIONS.TYPICAL UNITS SHOWN AT 2ND FLOORENLARGED PLAN. ANY CONFLICTS TO BECOORDINATED WITH ARCHITECT.12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 OSSDOSSDSDSDOSOSPSSD/1A414_R/1A412_R/1A414_RUHUHUBUKUHUHUSUEUVUKUHUHUSUVUEUHUHUBUBUHUHUEUSUVUHUHUKUEUHUSUBUHUKUHUHUHUHUHUVUHUHUHUHUBUKUHUHUSUEUVUHUHUBUKUHUHUSUEUVUHUBUBUBUBUCUKUHUHUCUSUEUHUSUVUVUHUKUBUHUHUEUSUVUHUHUKUHUHSEE ID415_RUNIT A8317UNIT A6316UNIT A7315UNIT A6314UNIT A7313UNIT A6312UNIT A5311UNIT D4310SOUTHCORRIDOR340REFER TO UNIT 217 FOR DIMENSIONSREFER TO UNIT 216 FOR DIMENSIONSREFER TO UNIT 215 FOR DIMENSIONSREFER TO UNIT 214 FOR DIMENSIONSREFER TO UNIT 213 FOR DIMENSIONSREFER TO UNIT 212 FOR DIMENSIONSREFER TO UNIT 211 FOR DIMENSIONSREFER TO UNIT 210 FOR DIMENSIONS1. 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 INFORMATION10. 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 CENTERLINERETURN -SEE MECH. DWGS EXHAUST/SUPPLY -SEE MECH. DWGS PSOSSDRCP LEGENDRCP GRAPHIC KEYRCP GENERAL NOTESEXPOSED CONCRETE CEILING SLAB5/8" GYPSUM BOARD CEILING, PTD;HT 8'-4 1/2" AFF5/8" GYPSUM BOARD CEILING, PTD;HT 8'-0" AFFSURFACE MOUNT DOWNLIGHT, WET LOCATIONPENDANT 1/2" GYPSUM BOARD CEILING, PTD. (U.N.O.); HT 7'-10" AFFELEC. PANEL -SEE ELEC. DWGS TELECOM PANEL -SEE ELEC. DWGS INTERCOM -SEE ELEC. DWGS ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTIONN1/4" = 1'-0"3RD FLOOR SOUTHENLARGED RCPA413_RTaitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SETADJUSTED PER ARCH. BACKGROUND CHANGES.ACCESS PANELS, SMOKE DETECTORS, OCCUPANCY SENSORS ADDED FOR CLARIFICATION.11111111111ALL INTERCOM PANELS REMOVED.1 ALIGNALIGNALIGN/1A411T01007AT01007AT01007AT01007AT01007AT01007AT01007AT01007A06001A01001A17006D13005B01001A11004A06001A06001A13005B16006D07003CW1DW2BW2BW2AW2BW2AW2AW2AW2AW2AW2AW2A06001A10003A06001A11004A03002E06001A11004A09003A01001A07003CW2AW2AW2AW2BW2AW2BW2AW2AW2AW1DW1DW2BW2BW2AW2AW2BW2A2'-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"07003C3'-1"01001A09003A17006D06001A07003C06001A01001A11004AW2BW2AW2BW2AW2AW2BW2AW1DW2AW1DW2AW2A5'-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"16006D07003C13005B06001AW2AW2BW2AW2AW2AW2BW2AW1D2'-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"16006D07003C13005B06001AW2AW2BW2AW2AW2AW2BW2AW1D2'-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"16006D06001A13005B07003CW1DW2BW2AW2AW2AW2BW2A9'-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"06001A07003C09003A14005B06001A05002EW2BW2AW2AW2AW2BW2AW2BW2A6'-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"W1DW1DBATHTYPE 2BBATHTYPE 3AKITCHENTYPE 2CBATHTYPE 5ABATHTYPE 2BKITCHENTYPE 2BBATHTYPE 6AKITCHENTYPE 7CBATHTYPE 1ABATHTYPE 4ABATHTYPE 1AKITCHENTYPE 3ABATHTYPE 1AKITCHENTYPE 3AKITCHENTYPE 3ABATHTYPE 1ABATHTYPE 1AKITCHENTYPE 3AW2AW2AW2A13005BKITCHENTYPE 2A2A3073A307W14W14W14W14W14W14W11DW11DW11DW11DW14W144A3064A3053A306W11CW11CW11CW11CW11CW11CW11CW11CW11CW11CW11CW11CW17W17W17W11DW11CW11DW11CP1223B23B23B23B2'-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 D5318UNIT B2319UNIT D7321UNIT A13322UNIT A14323UNIT A13324UNIT A14325UNIT D63205A100.11 HOUR RATED WALL ASSEMBLY ADJACENT TO PROPERTY LINE1 HOUR RATED WALL ASSEMBLY ADJACENT TO PROPERTY LINE1111P2312'-11"ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTIONN1/4" = 1'-0"3RD FLOOR WESTENLARGED PLANA414Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECTPLAN KEYNOTESP1 STANDBY GENERATORP2 CONCRETE FILLED STEEL BOLLARD(S),SEE DETAIL X/A500P3 ACCESS VEHICLE CONTROL BARRIERGATE, LIFTMASTER MAT W/ 10FT ARMP4 STORAGE LOCKERSP5 TRASH COMPACTOR, MINI-MAC MODELBY MARATHON 5AP6 TRASH COMPACTOR TRASH BIN, MINIMAC MODEL BY MARATHON 5AP7 FDC CONNECTION, SEE FIREPROTECTION DWGSP8 PATIO, CONCRETE PLINTH W/ PLANTERS& PRECAST CONCRETE BENCHES, SEELANDSCAPE DRWGSP9 WOOD SLAT FENCEP10 PAINTED STEEL + GLASS CANOPYP11 RECYCLING CHUTE WITH 15% PADDEDOFFSET @ BOTTOM BY CHUTESINTERNATIONALP12 RECESSED FIRE EXTINGUISHER CABINETW/GLASS DOORP13 REAR DRAIN TOILET, Units 211-216 onlyP14 CUSTOM MILLWORK RECESSED SHELF ATTYPE 5C BATHROOMS ONLY, SEE SHEET5B/A602P15 FACTORY PAINTED ALUMINUM SUNSCREEN LOUVERSP16 ROOF DECK DRAIN, SEE PLUMBINGDRWGSP17 PAINTED STEEL GUARDRAILP18 GENERATOR EXHAUST SHAFT, SEEMECH. DWGSP19 MIN. 24" WIDE ALUM. OR GALV. STL.LADDER (U200 BY UPNOVR OR SIMILAR)P20 SURFACE MOUNTED FIRE EXTINGUISHERCABINET W/ GLASS DOORP21 INTERIOR WINDOW, SEE WINDOWSCHEDULEP22 ALL COLUMNS TO BE 3HR FIRE RATED -SEE DETAILS ON SHEET A510P23 MANIFOLD/WATER METERWALL-MOUNTED 30"x30" PTD ACCESSPANEL, FRAMELESS, BOTTOM SILLMOUNTED AT 9" A.F.F. IN ALLBATHROOMS (BEHIND DOOR SWING),HALLWAYS (CENTERED ON WALL) ANDCLOSET (AT CORNER) LOCATIONS.TYPICAL UNITS SHOWN AT 2ND FLOORENLARGED PLAN. ANY CONFLICTS TO BECOORDINATED WITH ARCHITECT.12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 SDSDOSOSPSSD/1A411_REQEQEQEQEQEQUHUKUKUKUHUSUBUBUHUHUEUVUHUKUKUBUBUCUSUEUVUSUVUHUHUKUHUBUBUHUKUKUKUHUVUSUEUBUBUBUBUSUCUCUVEQEQEQEQUSUVUBUKUHUHUEUHUHUSUVUKUHUHUBUHUHUEUSUVUBUKUHUHUEUHUHUHUHUHUSUVUKUHUHUBUHUHUEUHEQEQEQEQEQEQUVUHUKUBUBUBUBUVUSUHUKUEUVUHUHUPUPEQEQEQEQEQEQUCUSEQEQSEE ID417_RUNIT A14323UNIT A13324UNIT A14325UNIT B2319UNIT D5318UNIT D6320UNIT D7321SOUTHCORRIDOR340UNIT A13322REFER TO UNIT 324 FOR DIMENSIONSREFER TO UNIT 323 FOR DIMENSIONSREFER TO UNIT 221 FOR DIMENSIONSREFER TO UNIT 220 FOR DIMENSIONSREFER TO UNIT 219 FOR DIMENSIONSREFER TO UNIT 218 FOR DIMENSIONS1. 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 INFORMATION10. 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 CENTERLINERETURN -SEE MECH. DWGS EXHAUST/SUPPLY -SEE MECH. DWGS PSOSSDRCP LEGENDRCP GRAPHIC KEYRCP GENERAL NOTESEXPOSED CONCRETE CEILING SLAB5/8" GYPSUM BOARD CEILING, PTD;HT 8'-4 1/2" AFF5/8" GYPSUM BOARD CEILING, PTD;HT 8'-0" AFFSURFACE MOUNT DOWNLIGHT, WET LOCATIONPENDANT 1/2" GYPSUM BOARD CEILING, PTD. (U.N.O.); HT 7'-10" AFFELEC. PANEL -SEE ELEC. DWGS TELECOM PANEL -SEE ELEC. DWGS INTERCOM -SEE ELEC. DWGS ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTIONN1/4" = 1'-0"3RD FLOOR WESTENLARGED RCPA414_RTaitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SETADJUSTED PER ARCH. BACKGROUND CHANGES.ACCESS PANELS, SMOKE DETECTORS, OCCUPANCY SENSORS ADDED FOR CLARIFICATION.111111111ALL INTERCOM PANELS REMOVED.1 ALIGNALIGNALIGN/1A411T01007AT01007AT01007AT01007AT01007A12A42813A42810003A06001A10003AW2AW16W16W1DW2AW2A1B9'-7 3/4"6'-0".2'-0".3'-7 1/4".3'-4"06001A07003C10003A01001A11004AW2AW2AW2BW1DW2AW2A8'-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"10003A08003A01001A07003C06001A09003A01001A09003A06001A06001A15006DW1DW2AW2AW2AW2AW2BW2AW2AW2AW2AW2AW1DW2A2'-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"W1611004A07003C01001A13005B06001A17006D01001A06001AW2AW2AW2AW1DW2AW2AW2AW1D11'-0".9'-11".3'-0"2'-0".3'-8".6'-0"3'-0"3'-11 1/4".6'-0"11004A06001A01001A10003A14005B06001A01001A06001A11004A07003CW2AW2AW1DW2AW2AW2AW2A1B5'-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"BATHTYPE 5BKITCHENTYPE 2CBATHTYPE 5BBATHTYPE 1AKITCHENTYPE 7DBATHTYPE 2CBATHTYPE 1ABATHTYPE 4BBATHTYPE 2DKITCHENTYPE 5ABATHTYPE 5CBATHTYPE 1E5'-11 1/2".4'-8".7'-0".5'-8 7/8"11004A01001A06001A06001A07003C01001A17006D10003AW2AW2AW2AW1DW2AW2AW2AW2AW1D2'-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"KITCHENTYPE 8ABATHTYPE 1A1'-1 5/8"7'-10"KITCHENTYPE 2CBATHTYPE4.1A2A3084A3083A309W11BW11BW16W11DW11DW11DW14BW11DW11DT04010AT02008FT02008F5A308W11BW14T02008FP1223B23BNORTH STAIR10'-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"P14UNIT B3326UNIT D8327UNIT D9328UNIT D10329UNIT D113301 HOUR RATED WALL ASSEMBLY ADJACENT TO PROPERTY LINE11W11BW14W11CW11C10'-0"A5103SimA5103SimA5103SimA5103SimA5103SimA5102SimA5102SimA5109Sim9A42821'-5 1/8"ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTIONN1/4" = 1'-0"3RD FLOOR NORTHENLARGED PLANA415Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECTPLAN KEYNOTESP1 STANDBY GENERATORP2 CONCRETE FILLED STEEL BOLLARD(S),SEE DETAIL X/A500P3 ACCESS VEHICLE CONTROL BARRIERGATE, LIFTMASTER MAT W/ 10FT ARMP4 STORAGE LOCKERSP5 TRASH COMPACTOR, MINI-MAC MODELBY MARATHON 5AP6 TRASH COMPACTOR TRASH BIN, MINIMAC MODEL BY MARATHON 5AP7 FDC CONNECTION, SEE FIREPROTECTION DWGSP8 PATIO, CONCRETE PLINTH W/ PLANTERS& PRECAST CONCRETE BENCHES, SEELANDSCAPE DRWGSP9 WOOD SLAT FENCEP10 PAINTED STEEL + GLASS CANOPYP11 RECYCLING CHUTE WITH 15% PADDEDOFFSET @ BOTTOM BY CHUTESINTERNATIONALP12 RECESSED FIRE EXTINGUISHER CABINETW/GLASS DOORP13 REAR DRAIN TOILET, Units 211-216 onlyP14 CUSTOM MILLWORK RECESSED SHELF ATTYPE 5C BATHROOMS ONLY, SEE SHEET5B/A602P15 FACTORY PAINTED ALUMINUM SUNSCREEN LOUVERSP16 ROOF DECK DRAIN, SEE PLUMBINGDRWGSP17 PAINTED STEEL GUARDRAILP18 GENERATOR EXHAUST SHAFT, SEEMECH. DWGSP19 MIN. 24" WIDE ALUM. OR GALV. STL.LADDER (U200 BY UPNOVR OR SIMILAR)P20 SURFACE MOUNTED FIRE EXTINGUISHERCABINET W/ GLASS DOORP21 INTERIOR WINDOW, SEE WINDOWSCHEDULEP22 ALL COLUMNS TO BE 3HR FIRE RATED -SEE DETAILS ON SHEET A510P23 MANIFOLD/WATER METERWALL-MOUNTED 30"x30" PTD ACCESSPANEL, FRAMELESS, BOTTOM SILLMOUNTED AT 9" A.F.F. IN ALLBATHROOMS (BEHIND DOOR SWING),HALLWAYS (CENTERED ON WALL) ANDCLOSET (AT CORNER) LOCATIONS.TYPICAL UNITS SHOWN AT 2ND FLOORENLARGED PLAN. ANY CONFLICTS TO BECOORDINATED WITH ARCHITECT.12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 OSSDSDSDOSPSSD/1A411_RUBUBUCUVUSUVUKUKUKUEUBUBUSUVUBUBUSUBUBUBUBUCUSUCUHUEUHUBUBUBUBUSUSUCUKUKUEUVUHUHUHUHUVUVUBUBUHUHUKUKUCUEUKUPUPUKUKUHUHUHUHUHUKUVUVUHUKUSUVUBUBUHUKUSUVUEUBUBUPUPSEE ID419_RE2E2E2E2SEE ELEC. & MECH. DWGSUNIT B3326UNIT D9328UNIT D8327UNIT D11330UNIT D10329NORTH STAIRNORTHCORRIDOR339UNIT D12331REFER TO UNIT 229 FOR DIMENSIONSREFER TO UNIT 230 FOR DIMENSIONSREFER TO UNIT 231 FOR DIMENSIONSREFER TO UNIT 226 FOR DIMENSIONSREFER TO UNIT 228 FOR DIMENSIONSREFER TO UNIT 227 FOR DIMENSIONS1. 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 INFORMATION10. 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 CENTERLINERETURN -SEE MECH. DWGS EXHAUST/SUPPLY -SEE MECH. DWGS PSOSSDRCP LEGENDRCP GRAPHIC KEYRCP GENERAL NOTESEXPOSED CONCRETE CEILING SLAB5/8" GYPSUM BOARD CEILING, PTD;HT 8'-4 1/2" AFF5/8" GYPSUM BOARD CEILING, PTD;HT 8'-0" AFFSURFACE MOUNT DOWNLIGHT, WET LOCATIONPENDANT 1/2" GYPSUM BOARD CEILING, PTD. (U.N.O.); HT 7'-10" AFFELEC. PANEL -SEE ELEC. DWGS TELECOM PANEL -SEE ELEC. DWGS INTERCOM -SEE ELEC. DWGS ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTIONN1/4" = 1'-0"3RD FLOOR NORTHENLARGED RCPA415_RTaitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SETADJUSTED PER ARCH. BACKGROUND CHANGES.ACCESS PANELS, SMOKE DETECTORS, OCCUPANCY SENSORS ADDED FOR CLARIFICATION.111111111ALL INTERCOM PANELS REMOVED.1UVUSUSUV ALIGNALIGNALIGNALIGNALIGN8A4277A427/1A418/1A417/1A420/1A419/1A418/1A4196A427T01007AT01007AT01007AT01007AT01007AT01007AT05011A9A42712A42813A42813005B06001A07003C10003A10003A05002E06001A07003C10003A01001AW2BW2AW2AW1DW2AW2BW2AW2AW2AW2BW1DW2AW1D06001A13005B07003C16006DW1DW2BW2AW2AW2BW2AW2A1B01001A5'-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"W2AW2AW2AW2AW2B14005B06001A07003C10003A5'-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"W2AW2AW2AW2AW2B14005B06001A07003C10003A5'-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"W2A1B1B2'-0"1B6'-6 1/2".3'-0".6'-9 1/2"06001A07003C13005B16006DW1DW2AW2BW2AW2AW2AW2BW2A2'-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"W1D2'-0".9'-6".BATHTYPE 1AKITCHENTYPE 3ABATHTYPE 1ABATHTYPE 1AKITCHENTYPE 3ABATHTYPE 7AKITCHENTYPE 2CBATHTYPE 5B5'-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"W2AW2B03002EW2B06001A17006D07003C09003A01001A10003A06001A10003A04002EW2AW2AW2AW2AW2BW1DW2AW2AW2AW2AW2A1B5'-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"BATHTYPE 1EBATHTYPE 2EKITCHENTYPE 2CKITCHENTYPE 2CKITCHENTYPE 2CS21S214A3093A309W26W26W14W14W11D1B1DW14W11BW14W141BW14W14W14ELEVATORLOBBY438SOUTHCORRIDOR440NORTHCORRIDOR439T04010AT04010AT02008FT06011AELEC/DATA437T06011AW11CW11CW11CW11CW11CW11CW11DW11DW11DW11BW14TRASH ROOM435W11DW11CT02008FP11P11P12P1223B23B23B23B23B23B23BCENTRAL STAIRNORTH STAIR7'-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 C1401UNIT B3426UNIT D12431UNIT A11432UNIT A12433UNIT C2434ELEV 2ELEV 1P21W11BW11BW14110'-0"P211A5102Sim8'-5 1/4"16'-1 5/8"ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTIONN1/4" = 1'-0"4TH FLOOR COREENLARGED PLANA416Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECTPLAN KEYNOTESP1 STANDBY GENERATORP2 CONCRETE FILLED STEEL BOLLARD(S),SEE DETAIL X/A500P3 ACCESS VEHICLE CONTROL BARRIERGATE, LIFTMASTER MAT W/ 10FT ARMP4 STORAGE LOCKERSP5 TRASH COMPACTOR, MINI-MAC MODELBY MARATHON 5AP6 TRASH COMPACTOR TRASH BIN, MINIMAC MODEL BY MARATHON 5AP7 FDC CONNECTION, SEE FIREPROTECTION DWGSP8 PATIO, CONCRETE PLINTH W/ PLANTERS& PRECAST CONCRETE BENCHES, SEELANDSCAPE DRWGSP9 WOOD SLAT FENCEP10 PAINTED STEEL + GLASS CANOPYP11 RECYCLING CHUTE WITH 15% PADDEDOFFSET @ BOTTOM BY CHUTESINTERNATIONALP12 RECESSED FIRE EXTINGUISHER CABINETW/GLASS DOORP13 REAR DRAIN TOILET, Units 211-216 onlyP14 CUSTOM MILLWORK RECESSED SHELF ATTYPE 5C BATHROOMS ONLY, SEE SHEET5B/A602P15 FACTORY PAINTED ALUMINUM SUNSCREEN LOUVERSP16 ROOF DECK DRAIN, SEE PLUMBINGDRWGSP17 PAINTED STEEL GUARDRAILP18 GENERATOR EXHAUST SHAFT, SEEMECH. DWGSP19 MIN. 24" WIDE ALUM. OR GALV. STL.LADDER (U200 BY UPNOVR OR SIMILAR)P20 SURFACE MOUNTED FIRE EXTINGUISHERCABINET W/ GLASS DOORP21 INTERIOR WINDOW, SEE WINDOWSCHEDULEP22 ALL COLUMNS TO BE 3HR FIRE RATED -SEE DETAILS ON SHEET A510P23 MANIFOLD/WATER METERWALL-MOUNTED 30"x30" PTD ACCESSPANEL, FRAMELESS, BOTTOM SILLMOUNTED AT 9" A.F.F. IN ALLBATHROOMS (BEHIND DOOR SWING),HALLWAYS (CENTERED ON WALL) ANDCLOSET (AT CORNER) LOCATIONS.TYPICAL UNITS SHOWN AT 2ND FLOORENLARGED PLAN. ANY CONFLICTS TO BECOORDINATED WITH ARCHITECT.12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 OSOSOSSDSDSDSDSDSDOSSDOSPSSD/1A417_R/1A419_RUHUKUHUBUVUEUSUHUHUHUKUBUVUSUVUKUKUKUHUBUHUVUSUBUBUSUEUBUSUVUEUBUBUHUKUKUKUHUHUHUHUHUHUKUKUVUSUEUKUKUHUEUHUSUHUHUHUBUBUVUKUKUKUEUHUHSEE ID411_RE2SEE ELEC. & MECH. DWGSSEE ELEC. & MECH. DWGSSEE ELEC. & MECH. DWGSSEE ELEC. & MECH. DWGSE2ELEVATORLOBBY438NORTHCORRIDOR439TRASH ROOM435CENTRAL STAIRSOUTHCORRIDOR440ELEC/DATA437NORTH STAIRUNIT B3426UNIT D12431UNIT A11432UNIT A12433UNIT C1401UNIT C2434REFER TO UNIT 226 FOR DIMENSIONSREFER TO UNIT 232 FOR DIMENSIONSREFER TO UNIT 233 FOR DIMENSIONSREFER TO UNIT 234 FOR DIMENSIONSREFER TO UNIT 201 FOR DIMENSIONSREFER TO UNIT 231 FOR DIMENSIONS1. 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 INFORMATION10. 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 CENTERLINERETURN -SEE MECH. DWGS EXHAUST/SUPPLY -SEE MECH. DWGS PSOSSDRCP LEGENDRCP GRAPHIC KEYRCP GENERAL NOTESEXPOSED CONCRETE CEILING SLAB5/8" GYPSUM BOARD CEILING, PTD;HT 8'-4 1/2" AFF5/8" GYPSUM BOARD CEILING, PTD;HT 8'-0" AFFSURFACE MOUNT DOWNLIGHT, WET LOCATIONPENDANT 1/2" GYPSUM BOARD CEILING, PTD. (U.N.O.); HT 7'-10" AFFELEC. PANEL -SEE ELEC. DWGS TELECOM PANEL -SEE ELEC. DWGS INTERCOM -SEE ELEC. DWGS ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTIONN1/4" = 1'-0"4TH FLOOR COREENLARGED RCPA416_RTaitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SETADJUSTED PER ARCH. BACKGROUND CHANGES.ACCESS PANELS, SMOKE DETECTORS, OCCUPANCY SENSORS ADDED FOR CLARIFICATION.111111111ALL INTERCOM PANELS REMOVED.1 ALIGNALIGNALIGNALIGNALIGN/1A416T01007AT01007AT01007AT01007AT01007AT01007AT01007AT01007AT04010AT07011A14A42815A42807003C06001A01001A11004A06001A01001A10003A14005B14005B10003A01001A07003C06001A01001A11004A06001A06001A11004A01001A06001A09003A16006D07003C01001AW2AW2AW2AW2AW2BW2AW2AW2AW2BW2AW2AW14W2AW2AW2BW2BW2AW1DW2AW2AW2AW14W2AW1DW1DW1CW1DW2AW2BW2A16006D06001A12005B07003CW2AW2BW1DW2AW2BW2AW2A16006D12005B06001A07003CW2BW2AW1DW2AW2BW2AW2A06001A11004A07003C16006DW2BW2AW2AW2BW2A1B1B9'-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"W2A2'-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"W1C5'-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"10003A07003C01001A01001AW2AW2BW2BW2A3'-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"W2AW1C17006DBATHTYPE 1BKITCHENTYPE 3ABATHTYPE 2ABATHTYPE 1AKITCHENTYPE 2CBATHTYPE 1AKITCHENTYPE 3AKITCHENTYPE 3ABATHTYPE 1ABATHTYPE 1ABATHTYPE 2AKITCHENTYPE 7ABATHTYPE 1ABATHTYPE 5BKITCHENTYPE 2CW2AW2AW2AW2BW2A06001A16006D12005B07003CW1DW2BW2AW2AW2AW2AW2B9'-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"BATHTYPE 1AKITCHENTYPE 3A2'-7 1/2".3'-4 1/2"1'-0".5'-6"W1D2'-0"KITCHENTYPE 7BBATHTYPE2.1B5'-6".6'-0"2A3103A3032A303W14BW14W11BW14W11BW11BW14W14W11DW11DW11BW11D1BSOUTHCORRIDOR440T02008FT02008FT02008FT02008F3A3023A311W15W11CW11CW11CW11CW11CW11CW11CW11CW11CW11CW11CW11CTELECOM436W11DW11CP12P12W11DW11CW11B23B23B23B23B23B23B23B23BEAST STAIR1"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 A1402UNIT A2403UNIT A3404UNIT A4405UNIT D1406UNIT D2407UNIT D3408UNIT B14091 HOUR RATED WALL ASSEMBLY ADJACENT TO PROPERTY LINE1 HOUR RATED WALL ASSEMBLY ADJACENT TO PROPERTY LINE1 HOUR RATED WALL ASSEMBLY ADJACENT TO PROPERTY LINE1111W11B15'-10 3/4"4'-7 5/8"A5109SimA5109SimA5109SimA5109Sim36'-10 1/2"2'-4 1/2"ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTIONN1/4" = 1'-0"4TH FLOOR EASTENLARGED PLANA417Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECTPLAN KEYNOTESP1 STANDBY GENERATORP2 CONCRETE FILLED STEEL BOLLARD(S),SEE DETAIL X/A500P3 ACCESS VEHICLE CONTROL BARRIERGATE, LIFTMASTER MAT W/ 10FT ARMP4 STORAGE LOCKERSP5 TRASH COMPACTOR, MINI-MAC MODELBY MARATHON 5AP6 TRASH COMPACTOR TRASH BIN, MINIMAC MODEL BY MARATHON 5AP7 FDC CONNECTION, SEE FIREPROTECTION DWGSP8 PATIO, CONCRETE PLINTH W/ PLANTERS& PRECAST CONCRETE BENCHES, SEELANDSCAPE DRWGSP9 WOOD SLAT FENCEP10 PAINTED STEEL + GLASS CANOPYP11 RECYCLING CHUTE WITH 15% PADDEDOFFSET @ BOTTOM BY CHUTESINTERNATIONALP12 RECESSED FIRE EXTINGUISHER CABINETW/GLASS DOORP13 REAR DRAIN TOILET, Units 211-216 onlyP14 CUSTOM MILLWORK RECESSED SHELF ATTYPE 5C BATHROOMS ONLY, SEE SHEET5B/A602P15 FACTORY PAINTED ALUMINUM SUNSCREEN LOUVERSP16 ROOF DECK DRAIN, SEE PLUMBINGDRWGSP17 PAINTED STEEL GUARDRAILP18 GENERATOR EXHAUST SHAFT, SEEMECH. DWGSP19 MIN. 24" WIDE ALUM. OR GALV. STL.LADDER (U200 BY UPNOVR OR SIMILAR)P20 SURFACE MOUNTED FIRE EXTINGUISHERCABINET W/ GLASS DOORP21 INTERIOR WINDOW, SEE WINDOWSCHEDULEP22 ALL COLUMNS TO BE 3HR FIRE RATED -SEE DETAILS ON SHEET A510P23 MANIFOLD/WATER METERWALL-MOUNTED 30"x30" PTD ACCESSPANEL, FRAMELESS, BOTTOM SILLMOUNTED AT 9" A.F.F. IN ALLBATHROOMS (BEHIND DOOR SWING),HALLWAYS (CENTERED ON WALL) ANDCLOSET (AT CORNER) LOCATIONS.TYPICAL UNITS SHOWN AT 2ND FLOORENLARGED PLAN. ANY CONFLICTS TO BECOORDINATED WITH ARCHITECT.12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 SDOSOSSDSDSDSDOSPSSD/1A416_R/1A418_RUBUBUBUVUSUCUVUSUBUBUHUHUHUKUKUKUEUHUHUKUKUEUHUHUBUCUVUBUBUBUBUSUHUBUBUKUKUKUHUEUHUEUBUBUBUBUHUHUKUKUHUSUVUBUCUSUVUHUHUKUBUVUEUSUBUBUHUKUHUHUSUVUVUSUVUKUVUPUPUPUPUHUHUKUBUHUVUEUSUHUHUHUHUKUBUHUVUHUEUSUHE2E2E2E2SEE ELEC. & MECH. DWGSSEE ELEC. & MECH. DWGSEAST STAIRUNIT A1402UNIT A2403UNIT A3404UNIT A4405UNIT D1406UNIT D2407UNIT B1409UNIT D3408TELECOM436SOUTHCORRIDOR440REFER TO UNIT 206 FOR DIMENSIONSREFER TO UNIT 207 FOR DIMENSIONSREFER TO UNIT 208 FOR DIMENSIONSREFER TO UNIT 209 FOR DIMENSIONSREFER TO UNIT 202 FOR DIMENSIONSREFER TO UNIT 203 FOR DIMENSIONSREFER TO UNIT 204 FOR DIMENSIONSREFER TO UNIT 205 FOR DIMENSIONS1. 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 INFORMATION10. 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 CENTERLINERETURN -SEE MECH. DWGS EXHAUST/SUPPLY -SEE MECH. DWGS PSOSSDRCP LEGENDRCP GRAPHIC KEYRCP GENERAL NOTESEXPOSED CONCRETE CEILING SLAB5/8" GYPSUM BOARD CEILING, PTD;HT 8'-4 1/2" AFF5/8" GYPSUM BOARD CEILING, PTD;HT 8'-0" AFFSURFACE MOUNT DOWNLIGHT, WET LOCATIONPENDANT 1/2" GYPSUM BOARD CEILING, PTD. (U.N.O.); HT 7'-10" AFFELEC. PANEL -SEE ELEC. DWGS TELECOM PANEL -SEE ELEC. DWGS INTERCOM -SEE ELEC. DWGS ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTIONN1/4" = 1'-0"4TH FLOOR EASTENLARGED RCPA417_RTaitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SETADJUSTED PER ARCH. BACKGROUND CHANGES.ACCESS PANELS, SMOKE DETECTORS, OCCUPANCY SENSORS ADDED FOR CLARIFICATION.11111111111ALL INTERCOM PANELS REMOVED.1OSSDSEE ID413_RUVUSUHUHUH ALIGN/1A419/1A417/1A419T01007AT01007AT01007AT01007AT01007AT01007AT01007AT01007A05002E01001A11004A06001A13005B11004A06001AW2BW2AW2AW2BW1DW2AW2AW2AW2AW2B06001A07003C16006DW2BW2AW1DW2AW2AW2BW2A16006D16006D13005B06001AW2AW2BW1DW2AW2BW2A16006D06001A13005B07003CW2AW1DW2BW2AW2AW2AW2B16006D13005B06001AW2AW2BW1DW2AW2BW2A16006D06001A13005B07003CW2AW1DW2BW2AW2AW2AW2B06001A16006D12005B07003CW1DW2AW2BW2AW2AW2AW2BW2A5'-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"07003C6'-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"07003C2'-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"KITCHENTYPE 4ABATHTYPE 2BBATHTYPE 1CKITCHENTYPE 3ABATHTYPE 1AKITCHENTYPE 3ABATHTYPE 1AKITCHENTYPE 3ABATHTYPE 1AKITCHENTYPE 3ABATHTYPE 1AKITCHENTYPE 3ABATHTYPE 1ABATHTYPE 1AKITCHENTYPE 3AW2BW2A16006D06001A13005B07003CW2AW1DW2BW2AW2AW2AW2B2'-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"KITCHENTYPE 3ABATHTYPE 1A5A3032A3043A3044A3047A3043A3056A304W141BW14W14W14W14W14SOUTHCORRIDOR440T04010A1BW11CW11CW11CW11CW11CW11CW11CW11CW11CW11CW11CW11CW11CW11CW11CW11CW11CW11CW11CW11CW1BW11CW11DT03009GP12P12P10W11CW11CW11DW11DW11D23B23B23B23B1 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 D4410UNIT A5411UNIT A6412UNIT A7413UNIT A6414UNIT A7415UNIT A6416UNIT A8417W11CW11CW11C8'-5 1/4"36'-10 1/2"ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTIONN1/4" = 1'-0"4TH FLOOR SOUTHENLARGED PLANA418Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECTPLAN KEYNOTESP1 STANDBY GENERATORP2 CONCRETE FILLED STEEL BOLLARD(S),SEE DETAIL X/A500P3 ACCESS VEHICLE CONTROL BARRIERGATE, LIFTMASTER MAT W/ 10FT ARMP4 STORAGE LOCKERSP5 TRASH COMPACTOR, MINI-MAC MODELBY MARATHON 5AP6 TRASH COMPACTOR TRASH BIN, MINIMAC MODEL BY MARATHON 5AP7 FDC CONNECTION, SEE FIREPROTECTION DWGSP8 PATIO, CONCRETE PLINTH W/ PLANTERS& PRECAST CONCRETE BENCHES, SEELANDSCAPE DRWGSP9 WOOD SLAT FENCEP10 PAINTED STEEL + GLASS CANOPYP11 RECYCLING CHUTE WITH 15% PADDEDOFFSET @ BOTTOM BY CHUTESINTERNATIONALP12 RECESSED FIRE EXTINGUISHER CABINETW/GLASS DOORP13 REAR DRAIN TOILET, Units 211-216 onlyP14 CUSTOM MILLWORK RECESSED SHELF ATTYPE 5C BATHROOMS ONLY, SEE SHEET5B/A602P15 FACTORY PAINTED ALUMINUM SUNSCREEN LOUVERSP16 ROOF DECK DRAIN, SEE PLUMBINGDRWGSP17 PAINTED STEEL GUARDRAILP18 GENERATOR EXHAUST SHAFT, SEEMECH. DWGSP19 MIN. 24" WIDE ALUM. OR GALV. STL.LADDER (U200 BY UPNOVR OR SIMILAR)P20 SURFACE MOUNTED FIRE EXTINGUISHERCABINET W/ GLASS DOORP21 INTERIOR WINDOW, SEE WINDOWSCHEDULEP22 ALL COLUMNS TO BE 3HR FIRE RATED -SEE DETAILS ON SHEET A510P23 MANIFOLD/WATER METERWALL-MOUNTED 30"x30" PTD ACCESSPANEL, FRAMELESS, BOTTOM SILLMOUNTED AT 9" A.F.F. IN ALLBATHROOMS (BEHIND DOOR SWING),HALLWAYS (CENTERED ON WALL) ANDCLOSET (AT CORNER) LOCATIONS.TYPICAL UNITS SHOWN AT 2ND FLOORENLARGED PLAN. ANY CONFLICTS TO BECOORDINATED WITH ARCHITECT.12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 OSSDOSSDSDSDOSOSPSSD/1A419_R/1A419_RUBUBUBUBUCUKUHUHUCUSUEUHUSUVUVUKUHUHUSUVUEUHUHUBUBUHUHUEUSUVUHUHUKUEUHUSUBUHUKUHUHUHUHUVUHUHUHUHUBUKUHUHUSUEUVUHUHUKUHUBUKUHUHUSUEUVUHUHUHUBUKUHUHUSUEUVUHUBUHUHUEUSUVUHUHUKUHUHSEE ID415_RSOUTHCORRIDOR440UNIT A8417UNIT A6416UNIT A7415UNIT A6414UNIT A7413UNIT A6412UNIT A5411UNIT D4410REFER TO UNIT 217 FOR DIMENSIONSREFER TO UNIT 216 FOR DIMENSIONSREFER TO UNIT 215 FOR DIMENSIONSREFER TO UNIT 214 FOR DIMENSIONSREFER TO UNIT 213 FOR DIMENSIONSREFER TO UNIT 212 FOR DIMENSIONSREFER TO UNIT 211 FOR DIMENSIONSREFER TO UNIT 210 FOR DIMENSIONS1. 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 INFORMATION10. 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 CENTERLINERETURN -SEE MECH. DWGS EXHAUST/SUPPLY -SEE MECH. DWGS PSOSSDRCP LEGENDRCP GRAPHIC KEYRCP GENERAL NOTESEXPOSED CONCRETE CEILING SLAB5/8" GYPSUM BOARD CEILING, PTD;HT 8'-4 1/2" AFF5/8" GYPSUM BOARD CEILING, PTD;HT 8'-0" AFFSURFACE MOUNT DOWNLIGHT, WET LOCATIONPENDANT 1/2" GYPSUM BOARD CEILING, PTD. (U.N.O.); HT 7'-10" AFFELEC. PANEL -SEE ELEC. DWGS TELECOM PANEL -SEE ELEC. DWGS INTERCOM -SEE ELEC. DWGS ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTIONN1/4" = 1'-0"4TH FLOOR SOUTHENLARGED RCPA418_RTaitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SETADJUSTED PER ARCH. BACKGROUND CHANGES.ACCESS PANELS, SMOKE DETECTORS, OCCUPANCY SENSORS ADDED FOR CLARIFICATION.11111111111ALL INTERCOM PANELS REMOVED.1 ALIGNALIGN/1A416T01007AT01007AT01007AT01007AT01007AT01007A06001A07003C09003A01001A13005B17006DW1D06001A10003A06001A11004A03002E06001A11004A09003A01001A07003CW2AW2AW2AW2BW2AW2BW2AW2AW2AW1D16006D07003C12005B06001AW2AW2BW1DW2AW2AW2BW2A11004A06001A01001A01001A11004A09003A07003C06001AW2BW2AW2AW1DW2AW14W1DW2AW14W1DW14BW2AW2AW2AW2AW2AW2A2'-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"W2A9'-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"W1DW2AW1DW149'-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"16006D06001A13005B07003CW1DW2BW2AW2AW2AW2BW2A9'-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"16006D07003C13005B06001AW2AW2BW2AW2AW2AW2BW2AW1D2'-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"W2BBATHTYPE 2BBATHTYPE 3AKITCHENTYPE 2CKITCHENTYPE 3ABATHTYPE 1ABATHTYPE 1AKITCHENTYPE 3ABATHTYPE 2BKITCHENTYPE 6ABATHTYPE 1ABATHTYPE 1DKITCHENTYPE 3ABATHTYPE 1AW2AKITCHENTYPE 7E2A3073A307W14W14W14W2AW14W11DW11BW14W11BW14W14W11CW11DW11CW11CW11DW11CW11DT02008FT02008F4A3064A3053A306W11CW11CW11CW11CW11CW11C11DW11CW11DW11DW11CT02008FP12W11DW1423B23B23B23B2'-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".P16UNIT D5418UNIT D13420UNIT B4422UNIT A15423UNIT A13424UNIT A144255A100.11 HOUR RATED WALL ASSEMBLY ADJACENT TO PROPERTY LINE12'-11 27/32"2'-2 13/16"1W11DP23P239 1/8"2'-0 1/2"ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTIONN1/4" = 1'-0"4TH FLOOR WESTENLARGED PLANA419Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECTPLAN KEYNOTESP1 STANDBY GENERATORP2 CONCRETE FILLED STEEL BOLLARD(S),SEE DETAIL X/A500P3 ACCESS VEHICLE CONTROL BARRIERGATE, LIFTMASTER MAT W/ 10FT ARMP4 STORAGE LOCKERSP5 TRASH COMPACTOR, MINI-MAC MODELBY MARATHON 5AP6 TRASH COMPACTOR TRASH BIN, MINIMAC MODEL BY MARATHON 5AP7 FDC CONNECTION, SEE FIREPROTECTION DWGSP8 PATIO, CONCRETE PLINTH W/ PLANTERS& PRECAST CONCRETE BENCHES, SEELANDSCAPE DRWGSP9 WOOD SLAT FENCEP10 PAINTED STEEL + GLASS CANOPYP11 RECYCLING CHUTE WITH 15% PADDEDOFFSET @ BOTTOM BY CHUTESINTERNATIONALP12 RECESSED FIRE EXTINGUISHER CABINETW/GLASS DOORP13 REAR DRAIN TOILET, Units 211-216 onlyP14 CUSTOM MILLWORK RECESSED SHELF ATTYPE 5C BATHROOMS ONLY, SEE SHEET5B/A602P15 FACTORY PAINTED ALUMINUM SUNSCREEN LOUVERSP16 ROOF DECK DRAIN, SEE PLUMBINGDRWGSP17 PAINTED STEEL GUARDRAILP18 GENERATOR EXHAUST SHAFT, SEEMECH. DWGSP19 MIN. 24" WIDE ALUM. OR GALV. STL.LADDER (U200 BY UPNOVR OR SIMILAR)P20 SURFACE MOUNTED FIRE EXTINGUISHERCABINET W/ GLASS DOORP21 INTERIOR WINDOW, SEE WINDOWSCHEDULEP22 ALL COLUMNS TO BE 3HR FIRE RATED -SEE DETAILS ON SHEET A510P23 MANIFOLD/WATER METERWALL-MOUNTED 30"x30" PTD ACCESSPANEL, FRAMELESS, BOTTOM SILLMOUNTED AT 9" A.F.F. IN ALLBATHROOMS (BEHIND DOOR SWING),HALLWAYS (CENTERED ON WALL) ANDCLOSET (AT CORNER) LOCATIONS.TYPICAL UNITS SHOWN AT 2ND FLOORENLARGED PLAN. ANY CONFLICTS TO BECOORDINATED WITH ARCHITECT.12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 SDSDOSOSPSSD/1A416_RUHUKUKUKUHUVUSUEUBUBUBUBUSUCUCUVEQEQEQEQUKUHUKUHUHUBUBUCUCUHUSUSUSUEUEUHUHUBUBUBUBUVUVUVEQEQEQEQ3'-0"EQEQEQEQUK3'-0"UHEQEQ4'-6"4'-6"3'-0"3'-0"2'-0"2'-0"2'-0"UPUPUH3'-0"4'-0"UEUVUHUHUBUKUHUHUSUSUVUBUKUHUHUEUHUHUHUSUVUKUHUHUBUHUHUEUHUHEQEQEQ3'-0"EQEQEQEQ4'-0"3'-0"3'-0"2'-0"UKUK2'-0"UVEQEQEQEQ8"EQEQ3'-0"3'-0"EQSEE ID417_R (SIM)E2E2UNIT A15423UNIT A13424UNIT A14425UNIT D5418SOUTHCORRIDOR440UNIT B4422UNIT D13420REFER TO UNIT 323 FOR DIMENSIONSREFER TO UNIT 218 FOR DIMENSIONSREFER TO UNIT 324 FOR DIMENSIONS1. 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 INFORMATION10. 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 CENTERLINERETURN -SEE MECH. DWGS EXHAUST/SUPPLY -SEE MECH. DWGS PSOSSDRCP LEGENDRCP GRAPHIC KEYRCP GENERAL NOTESEXPOSED CONCRETE CEILING SLAB5/8" GYPSUM BOARD CEILING, PTD;HT 8'-4 1/2" AFF5/8" GYPSUM BOARD CEILING, PTD;HT 8'-0" AFFSURFACE MOUNT DOWNLIGHT, WET LOCATIONPENDANT 1/2" GYPSUM BOARD CEILING, PTD. (U.N.O.); HT 7'-10" AFFELEC. PANEL -SEE ELEC. DWGS TELECOM PANEL -SEE ELEC. DWGS INTERCOM -SEE ELEC. DWGS ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTIONN1/4" = 1'-0"4TH FLOOR WESTENLARGED RCPA419_RTaitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SETADJUSTED PER ARCH. BACKGROUND CHANGES.ACCESS PANELS, SMOKE DETECTORS, OCCUPANCY SENSORS ADDED FOR CLARIFICATION.111111ALL INTERCOM PANELS REMOVED.1 ALIGNALIGNALIGN/1A416T01007AT01007AT01007AT01007AT01007A12A42813A42806001A07003C10003A01001A11004A10003A08003A01001A07003C06001A09003A01001A09003A06001A06001A15006D07003C01001A13005B06001A17006D01001A06001A11004A01001A06001A11004A06001A07003C01001A17006D10003A11004A06001A01001A10003A14005B06001A01001A06001A11004A07003CW2AW2AW2BW1DW2AW2AW1DW2AW2AW2AW2AW2BW2AW2AW2AW2AW2AW2AW1DW2AW2AW14W2AW2AW1DW2AW2AW2AW1DW2AW2AW2AW1DW2AW14W2AW2AW2AW1DW14W2AW2AW1DW2AW2AW2AW2A1B8'-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"KITCHENTYPE 2CBATHTYPE 1ABATHTYPE 4BKITCHENTYPE 8ABATHTYPE 1ABATHTYPE4.1AKITCHENTYPE 2CBATHTYPE 5BBATHTYPE 1AKITCHENTYPE 7DBATHTYPE 2CBATHTYPE 2DKITCHENTYPE 5ABATHTYPE 5C5'-11 1/2".4'-8".7'-0".5'-8 5/8"1'-1 7/8"7'-9 3/4"10003A06001A10003AW1DW2AW2A1B9'-7 3/4"6'-0".2'-0".3'-7 1/4".3'-4"BATHTYPE 1E2A3084A3083A309W11BW11BW14W11DW11DW11DW14W11DW11D1BT04010AT02008FT02008F5A308W11BW14T02008FP1223B23BNORTH STAIR10'-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"P14UNIT B3426UNIT D8427UNIT D9428UNIT D10429UNIT D114301 HOUR RATED WALL ASSEMBLY ADJACENT TO PROPERTY LINE11W11BW14W11CW11C10'-0"10'-0"A5103SimA5103SimA5103SimA5103SimA5103SimA5102SimA5102Sim9A42821'-5 1/8"ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTIONN1/4" = 1'-0"4TH FLOOR NORTHENLARGED PLANA420Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECTPLAN KEYNOTESP1 STANDBY GENERATORP2 CONCRETE FILLED STEEL BOLLARD(S),SEE DETAIL X/A500P3 ACCESS VEHICLE CONTROL BARRIERGATE, LIFTMASTER MAT W/ 10FT ARMP4 STORAGE LOCKERSP5 TRASH COMPACTOR, MINI-MAC MODELBY MARATHON 5AP6 TRASH COMPACTOR TRASH BIN, MINIMAC MODEL BY MARATHON 5AP7 FDC CONNECTION, SEE FIREPROTECTION DWGSP8 PATIO, CONCRETE PLINTH W/ PLANTERS& PRECAST CONCRETE BENCHES, SEELANDSCAPE DRWGSP9 WOOD SLAT FENCEP10 PAINTED STEEL + GLASS CANOPYP11 RECYCLING CHUTE WITH 15% PADDEDOFFSET @ BOTTOM BY CHUTESINTERNATIONALP12 RECESSED FIRE EXTINGUISHER CABINETW/GLASS DOORP13 REAR DRAIN TOILET, Units 211-216 onlyP14 CUSTOM MILLWORK RECESSED SHELF ATTYPE 5C BATHROOMS ONLY, SEE SHEET5B/A602P15 FACTORY PAINTED ALUMINUM SUNSCREEN LOUVERSP16 ROOF DECK DRAIN, SEE PLUMBINGDRWGSP17 PAINTED STEEL GUARDRAILP18 GENERATOR EXHAUST SHAFT, SEEMECH. DWGSP19 MIN. 24" WIDE ALUM. OR GALV. STL.LADDER (U200 BY UPNOVR OR SIMILAR)P20 SURFACE MOUNTED FIRE EXTINGUISHERCABINET W/ GLASS DOORP21 INTERIOR WINDOW, SEE WINDOWSCHEDULEP22 ALL COLUMNS TO BE 3HR FIRE RATED -SEE DETAILS ON SHEET A510P23 MANIFOLD/WATER METERWALL-MOUNTED 30"x30" PTD ACCESSPANEL, FRAMELESS, BOTTOM SILLMOUNTED AT 9" A.F.F. IN ALLBATHROOMS (BEHIND DOOR SWING),HALLWAYS (CENTERED ON WALL) ANDCLOSET (AT CORNER) LOCATIONS.TYPICAL UNITS SHOWN AT 2ND FLOORENLARGED PLAN. ANY CONFLICTS TO BECOORDINATED WITH ARCHITECT.12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 OS SD SD SD OSPSSD/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 UKUK 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 ALIGNALIGNALIGNALIGNALIGNALIGN8A4277A427/1A422/1A425/1A424/1A4246A427T01007AT01007AT01007AT01007AT01007AT01007AT05011A9A42712A42813A42813005B06001A07003C10003A10003A05002E06001A17006D07003C09003A01001A10003A06001A10003A04002EW2BW2AW2AW1DW2AW2BW2AW2AW2AW2AW2AW2BW1DW2AW2AW2AW2AW2AW1D06001A13005B07003C16006DW1DW2BW2AW2AW2BW2AW2A1B5'-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"W2AW2AW2AW2AW2B14005B06001A07003C10003A5'-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"W2AW2AW2AW2AW2B14005B06001A07003C10003A5'-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"W2A1B1B2'-0"1B1B10003A07003CW2AW2AW2A5'-2 3/4".2'-7 5/8"6'-6 1/2".3'-0".6'-9 1/2"06001A07003C13005B16006DW1DW2AW2BW2AW2AW2AW2BW2A2'-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"W1D2'-0".9'-6".BATHTYPE 1AKITCHENTYPE 3ABATHTYPE 1ABATHTYPE 1EBATHTYPE 2EKITCHENTYPE 2CBATHTYPE 1AKITCHENTYPE 3ABATHTYPE 7AKITCHENTYPE 8B5'-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"W2AW2B03002EW2BKITCHENTYPE 2CKITCHENTYPE 2CS21S214A3093A309W26W26W14W141B1DW14W11BW14W141BW14W14W14NORTHCORRIDOR539T04010AT04010AT02008FT06011AELEC/DATA537T06011AW11CW11CW11CW11CW11CW11CW14W11DW11DW11DW11BW14TRASH ROOM535W11DW11CT02008FP12P1223B23B23B23B23B23BCENTRAL STAIRNORTH STAIR10'-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 C1501UNIT D14527UNIT D12531UNIT A11532UNIT A12533UNIT C2534ELEV 2ELEV 1P21W11BW11BW14SOUTHCORRIDOR5401P211A5102Sim8'-5 1/4"16'-1 5/8"ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTIONN1/4" = 1'-0"5TH FLOOR COREENLARGED PLANA421Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECTPLAN KEYNOTESP1 STANDBY GENERATORP2 CONCRETE FILLED STEEL BOLLARD(S),SEE DETAIL X/A500P3 ACCESS VEHICLE CONTROL BARRIERGATE, LIFTMASTER MAT W/ 10FT ARMP4 STORAGE LOCKERSP5 TRASH COMPACTOR, MINI-MAC MODELBY MARATHON 5AP6 TRASH COMPACTOR TRASH BIN, MINIMAC MODEL BY MARATHON 5AP7 FDC CONNECTION, SEE FIREPROTECTION DWGSP8 PATIO, CONCRETE PLINTH W/ PLANTERS& PRECAST CONCRETE BENCHES, SEELANDSCAPE DRWGSP9 WOOD SLAT FENCEP10 PAINTED STEEL + GLASS CANOPYP11 RECYCLING CHUTE WITH 15% PADDEDOFFSET @ BOTTOM BY CHUTESINTERNATIONALP12 RECESSED FIRE EXTINGUISHER CABINETW/GLASS DOORP13 REAR DRAIN TOILET, Units 211-216 onlyP14 CUSTOM MILLWORK RECESSED SHELF ATTYPE 5C BATHROOMS ONLY, SEE SHEET5B/A602P15 FACTORY PAINTED ALUMINUM SUNSCREEN LOUVERSP16 ROOF DECK DRAIN, SEE PLUMBINGDRWGSP17 PAINTED STEEL GUARDRAILP18 GENERATOR EXHAUST SHAFT, SEEMECH. DWGSP19 MIN. 24" WIDE ALUM. OR GALV. STL.LADDER (U200 BY UPNOVR OR SIMILAR)P20 SURFACE MOUNTED FIRE EXTINGUISHERCABINET W/ GLASS DOORP21 INTERIOR WINDOW, SEE WINDOWSCHEDULEP22 ALL COLUMNS TO BE 3HR FIRE RATED -SEE DETAILS ON SHEET A510P23 MANIFOLD/WATER METERWALL-MOUNTED 30"x30" PTD ACCESSPANEL, FRAMELESS, BOTTOM SILLMOUNTED AT 9" A.F.F. IN ALLBATHROOMS (BEHIND DOOR SWING),HALLWAYS (CENTERED ON WALL) ANDCLOSET (AT CORNER) LOCATIONS.TYPICAL UNITS SHOWN AT 2ND FLOORENLARGED PLAN. ANY CONFLICTS TO BECOORDINATED WITH ARCHITECT.12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 OSOSOSSDSDSDSDSDSDOSSDOSPSSD/1A422_R/1A425_R/1A424_RUHUKUHUBUVUEUSUHUHUHUKUBUVUSUVUKUKUKUHUBUHUVUSUBUBUSUEUBUSUVUEUBUBUHUKUKUKUHUHUHUHUHUEUHUSUHUHUHUBUBUVUKUKUKEQEQEQEQ2'-0"2'-0"UEUHUHUHUKUKUPUPEQ28"2'-0"UEUHUHSEE ELEC. & MECH. DWGSSEE ELEC. & MECH. DWGSSEE ELEC. & MECH. DWGSSEE ID411_RSEE ELEC. & MECH. DWGSE2E2NORTH STAIRELEVATORLOBBY538NORTHCORRIDOR539TRASH ROOM535CENTRAL STAIRSOUTHCORRIDOR540ELEC/DATA537UNIT D14527UNIT D12531UNIT A11532UNIT A12533UNIT C1501UNIT C2534REFER TO UNIT 232 FOR DIMENSIONSREFER TO UNIT 233 FOR DIMENSIONSREFER TO UNIT 234 FOR DIMENSIONSREFER TO UNIT 201 FOR DIMENSIONSREFER TO UNIT 231 FOR DIMENSIONS1. 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 INFORMATION10. 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 CENTERLINERETURN -SEE MECH. DWGS EXHAUST/SUPPLY -SEE MECH. DWGS PSOSSDRCP LEGENDRCP GRAPHIC KEYRCP GENERAL NOTESEXPOSED CONCRETE CEILING SLAB5/8" GYPSUM BOARD CEILING, PTD;HT 8'-4 1/2" AFF5/8" GYPSUM BOARD CEILING, PTD;HT 8'-0" AFFSURFACE MOUNT DOWNLIGHT, WET LOCATIONPENDANT 1/2" GYPSUM BOARD CEILING, PTD. (U.N.O.); HT 7'-10" AFFELEC. PANEL -SEE ELEC. DWGS TELECOM PANEL -SEE ELEC. DWGS INTERCOM -SEE ELEC. DWGS ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTIONN1/4" = 1'-0"5TH FLOOR COREENLARGED RCPA421_RTaitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SETADJUSTED PER ARCH. BACKGROUND CHANGES.ACCESS PANELS, SMOKE DETECTORS, OCCUPANCY SENSORS ADDED FOR CLARIFICATION.11111111ALL INTERCOM PANELS REMOVED.1 ALIGNALIGNALIGNALIGNALIGN/1A421/1A423T01007AT01007AT01007AT01007AT01007AT01007AT01007AT01007AT04010AT07011A14A42815A42807003C06001A01001A11004A06001A01001A10003A14005B10003A07003C01001A01001AW2AW2AW2AW2AW2BW2AW2AW2AW2BW14W14W1DW2AW2BW2BW2A16006D06001A12005B07003CW2AW2BW1DW2AW2BW2AW2A16006D12005B06001A07003CW2BW2AW1DW2AW2BW2AW2A06001A11004A07003C16006DW2BW2AW2AW2BW2A1B9'-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"W2A2'-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"W1C5'-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"14005B10003A01001A07003C06001A01001A11004A06001AW2AW2AW2AW2AW2BW1DW1CW2A1B3'-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"06001A11004A01001A06001A09003A16006D07003C01001AW2BW2AW1DW2AW2AW2AW2AW1DW2AW2B3'-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"W2AW1C17006DBATHTYPE 1BKITCHENTYPE 3ABATHTYPE 2ABATHTYPE 1AKITCHENTYPE 2CBATHTYPE 1AKITCHENTYPE 3AKITCHENTYPE 3ABATHTYPE 1ABATHTYPE 1ABATHTYPE 2AKITCHENTYPE 7ABATHTYPE 1ABATHTYPE 5BKITCHENTYPE 2CW2AW2AW2AW2BW2A06001A16006D12005B07003CW1DW2BW2AW2AW2AW2AW2B9'-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"BATHTYPE 1AKITCHENTYPE 3A2'-7 1/2".3'-4 1/2"1'-0".5'-6"W1D2'-0"KITCHENTYPE 7BBATHTYPE2.1B5'-6".6'-0"2A3103A3032A303W14BW14W11BW14W11BW11BW14W14W11DW11DW11BW11D1BT02008FT02008FT02008FT02008F3A3023A311W15W11CW11CW11CW11CW11CW11CW11CW11CW11CW11CW11DW11CW11CTELECOM536W11CP12P12W11DW11CW11B23B23B23B23B23B23B23BEAST STAIR1"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 A1502UNIT A2503UNIT A3504UNIT A4505UNIT D1506UNIT D2507UNIT D3508UNIT B15091 HOUR RATED WALL ASSEMBLY ADJACENT TO PROPERTY LINE1 HOUR RATED WALL ASSEMBLY ADJACENT TO PROPERTY LINE1 HOUR RATED WALL ASSEMBLY ADJACENT TO PROPERTY LINE1111W11B15'-10 3/4"4'-7 5/8"A5109SimA5109SimA5109SimA5109Sim36'-10 1/2"2'-4 1/2"ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTIONN1/4" = 1'-0"5TH FLOOR EASTENLARGED PLANA422Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECTPLAN KEYNOTESP1 STANDBY GENERATORP2 CONCRETE FILLED STEEL BOLLARD(S),SEE DETAIL X/A500P3 ACCESS VEHICLE CONTROL BARRIERGATE, LIFTMASTER MAT W/ 10FT ARMP4 STORAGE LOCKERSP5 TRASH COMPACTOR, MINI-MAC MODELBY MARATHON 5AP6 TRASH COMPACTOR TRASH BIN, MINIMAC MODEL BY MARATHON 5AP7 FDC CONNECTION, SEE FIREPROTECTION DWGSP8 PATIO, CONCRETE PLINTH W/ PLANTERS& PRECAST CONCRETE BENCHES, SEELANDSCAPE DRWGSP9 WOOD SLAT FENCEP10 PAINTED STEEL + GLASS CANOPYP11 RECYCLING CHUTE WITH 15% PADDEDOFFSET @ BOTTOM BY CHUTESINTERNATIONALP12 RECESSED FIRE EXTINGUISHER CABINETW/GLASS DOORP13 REAR DRAIN TOILET, Units 211-216 onlyP14 CUSTOM MILLWORK RECESSED SHELF ATTYPE 5C BATHROOMS ONLY, SEE SHEET5B/A602P15 FACTORY PAINTED ALUMINUM SUNSCREEN LOUVERSP16 ROOF DECK DRAIN, SEE PLUMBINGDRWGSP17 PAINTED STEEL GUARDRAILP18 GENERATOR EXHAUST SHAFT, SEEMECH. DWGSP19 MIN. 24" WIDE ALUM. OR GALV. STL.LADDER (U200 BY UPNOVR OR SIMILAR)P20 SURFACE MOUNTED FIRE EXTINGUISHERCABINET W/ GLASS DOORP21 INTERIOR WINDOW, SEE WINDOWSCHEDULEP22 ALL COLUMNS TO BE 3HR FIRE RATED -SEE DETAILS ON SHEET A510P23 MANIFOLD/WATER METERWALL-MOUNTED 30"x30" PTD ACCESSPANEL, FRAMELESS, BOTTOM SILLMOUNTED AT 9" A.F.F. IN ALLBATHROOMS (BEHIND DOOR SWING),HALLWAYS (CENTERED ON WALL) ANDCLOSET (AT CORNER) LOCATIONS.TYPICAL UNITS SHOWN AT 2ND FLOORENLARGED PLAN. ANY CONFLICTS TO BECOORDINATED WITH ARCHITECT.12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 SDOSOSSDSDSDSDOSPSSD/1A421_R/1A423_RUBUBUBUVUSUCUVUSUBUBUHUHUHUKUKUKUEUHUHUKUKUEUHUHUBUCUVUBUBUBUBUSUHUBUBUKUKUKUHUEUHUEUBUBUBUBUHUHUKUKUHUSUVUBUCUSUVUHUHUKUBUVUEUSUBUBUHUKUHUHUSUVUVUSUVU UKUVUPUPUPUPUHUHUHUKUBUHUVUEUSUHUHUHUHUKUBUHUVUHUEUSUHSEE ELEC. & MECH. DWGSE2E2E2E2SEE ELEC. & MECH. DWGSEAST STAIRUNIT A1502UNIT A2503UNIT A3504UNIT A4505UNIT D1506UNIT D2507UNIT B1509UNIT D3508TELECOM536SOUTHCORRIDOR540REFER TO UNIT 206 FOR DIMENSIONSREFER TO UNIT 207 FOR DIMENSIONSREFER TO UNIT 208 FOR DIMENSIONSREFER TO UNIT 209 FOR DIMENSIONSREFER TO UNIT 202 FOR DIMENSIONSREFER TO UNIT 203 FOR DIMENSIONSREFER TO UNIT 204 FOR DIMENSIONSREFER TO UNIT 205 FOR DIMENSIONS1. 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 INFORMATION10. 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 CENTERLINERETURN -SEE MECH. DWGS EXHAUST/SUPPLY -SEE MECH. DWGS PSOSSDRCP LEGENDRCP GRAPHIC KEYRCP GENERAL NOTESEXPOSED CONCRETE CEILING SLAB5/8" GYPSUM BOARD CEILING, PTD;HT 8'-4 1/2" AFF5/8" GYPSUM BOARD CEILING, PTD;HT 8'-0" AFFSURFACE MOUNT DOWNLIGHT, WET LOCATIONPENDANT 1/2" GYPSUM BOARD CEILING, PTD. (U.N.O.); HT 7'-10" AFFELEC. PANEL -SEE ELEC. DWGS TELECOM PANEL -SEE ELEC. DWGS INTERCOM -SEE ELEC. DWGS ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTIONN1/4" = 1'-0"5TH FLOOR EASTENLARGED RCPA422_RTaitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SETADJUSTED PER ARCH. BACKGROUND CHANGES.ACCESS PANELS, SMOKE DETECTORS, OCCUPANCY SENSORS ADDED FOR CLARIFICATION.11111111111ALL INTERCOM PANELS REMOVED.1OSSDSEE ID413_RUVUSUHUH ALIGN/1A422T01007AT01007AT01007AT01007AT01007AT01007AT01007AT01007A05002E01001A11004A06001A13005B11004A06001AW2BW2AW2AW2BW1DW2AW2AW2AW2AW2B06001A07003C16006DW2BW2AW1DW2AW2AW2BW2A16006D16006D13005B06001AW2AW2BW1DW2AW2BW2A16006D06001A13005B07003CW2AW1DW2BW2AW2AW2AW2B06001A16006D12005B07003CW1DW2AW2BW2AW2AW2AW2BW2A5'-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"07003C2'-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"KITCHENTYPE 4ABATHTYPE 2BBATHTYPE 1CKITCHENTYPE 3ABATHTYPE 1AKITCHENTYPE 3ABATHTYPE 1AKITCHENTYPE 3ABATHTYPE 1ABATHTYPE 1AKITCHENTYPE 3AW2BW2A16006D06001A13005B07003CW2AW1DW2BW2AW2AW2AW2B2'-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"KITCHENTYPE 3ABATHTYPE 1A16006D06001A13005B07003CW2AW1DW2BW2AW2AW2AW2B2'-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"KITCHENTYPE 3ABATHTYPE 1A16006D13005B06001AW2AW2BW1DW2AW2BW2A6'-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"07003CKITCHENTYPE 3ABATHTYPE 1A5A3032A3043A3044A3047A3043A3056A304W141BW14W14W14W14W14T04010A1BW11CW11CW11CW11CW11CW11CW11CW11CW11CW11CW11CW11CW11CW11CW11CW11CW11CW11CW11CW11CW11CW11DP12P12P10W11CW11CW11DW11DW11D23B23B23B23B1 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 D4510UNIT A5511UNIT A6512UNIT A7513UNIT A6514UNIT A7515UNIT A6516UNIT A8517SOUTHCORRIDOR540W1DW11CW11CW11C8'-5 1/4"36'-10 1/2"ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTIONN1/4" = 1'-0"5TH FLOOR SOUTHENLARGED PLANA423Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECTPLAN KEYNOTESP1 STANDBY GENERATORP2 CONCRETE FILLED STEEL BOLLARD(S),SEE DETAIL X/A500P3 ACCESS VEHICLE CONTROL BARRIERGATE, LIFTMASTER MAT W/ 10FT ARMP4 STORAGE LOCKERSP5 TRASH COMPACTOR, MINI-MAC MODELBY MARATHON 5AP6 TRASH COMPACTOR TRASH BIN, MINIMAC MODEL BY MARATHON 5AP7 FDC CONNECTION, SEE FIREPROTECTION DWGSP8 PATIO, CONCRETE PLINTH W/ PLANTERS& PRECAST CONCRETE BENCHES, SEELANDSCAPE DRWGSP9 WOOD SLAT FENCEP10 PAINTED STEEL + GLASS CANOPYP11 RECYCLING CHUTE WITH 15% PADDEDOFFSET @ BOTTOM BY CHUTESINTERNATIONALP12 RECESSED FIRE EXTINGUISHER CABINETW/GLASS DOORP13 REAR DRAIN TOILET, Units 211-216 onlyP14 CUSTOM MILLWORK RECESSED SHELF ATTYPE 5C BATHROOMS ONLY, SEE SHEET5B/A602P15 FACTORY PAINTED ALUMINUM SUNSCREEN LOUVERSP16 ROOF DECK DRAIN, SEE PLUMBINGDRWGSP17 PAINTED STEEL GUARDRAILP18 GENERATOR EXHAUST SHAFT, SEEMECH. DWGSP19 MIN. 24" WIDE ALUM. OR GALV. STL.LADDER (U200 BY UPNOVR OR SIMILAR)P20 SURFACE MOUNTED FIRE EXTINGUISHERCABINET W/ GLASS DOORP21 INTERIOR WINDOW, SEE WINDOWSCHEDULEP22 ALL COLUMNS TO BE 3HR FIRE RATED -SEE DETAILS ON SHEET A510P23 MANIFOLD/WATER METERWALL-MOUNTED 30"x30" PTD ACCESSPANEL, FRAMELESS, BOTTOM SILLMOUNTED AT 9" A.F.F. IN ALLBATHROOMS (BEHIND DOOR SWING),HALLWAYS (CENTERED ON WALL) ANDCLOSET (AT CORNER) LOCATIONS.TYPICAL UNITS SHOWN AT 2ND FLOORENLARGED PLAN. ANY CONFLICTS TO BECOORDINATED WITH ARCHITECT.12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 OSSDOSSDSDSDOSOSPSSD/1A422_R/1A424_R/1A424_RUBUBUBUBUCUKUHUHUCUSUEUHUSUVUVUHUHUBUKUHUHUSUEUVUKUHUHUSUVUEUHUHUBUBUHUHUEUSUVUHUHUKUEUHUSUBUHUKUHUHUHUHUHUVUHUHUHUHUBUKUHUHUSUEUVUHUHUKUHUBUKUHUHUSUEUVUHUBUHUHUEUSUVUHUHUKUHUHSEE ID415_RSOUTHCORRIDOR540UNIT A8517UNIT A6516UNIT A7515UNIT A6514UNIT A7513UNIT A6512UNIT A5511UNIT D4510REFER TO UNIT 217 FOR DIMENSIONSREFER TO UNIT 216 FOR DIMENSIONSREFER TO UNIT 215 FOR DIMENSIONSREFER TO UNIT 214 FOR DIMENSIONSREFER TO UNIT 213 FOR DIMENSIONSREFER TO UNIT 212 FOR DIMENSIONSREFER TO UNIT 211 FOR DIMENSIONSREFER TO UNIT 210 FOR DIMENSIONS1. 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 INFORMATION10. 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 CENTERLINERETURN -SEE MECH. DWGS EXHAUST/SUPPLY -SEE MECH. DWGS PSOSSDRCP LEGENDRCP GRAPHIC KEYRCP GENERAL NOTESEXPOSED CONCRETE CEILING SLAB5/8" GYPSUM BOARD CEILING, PTD;HT 8'-4 1/2" AFF5/8" GYPSUM BOARD CEILING, PTD;HT 8'-0" AFFSURFACE MOUNT DOWNLIGHT, WET LOCATIONPENDANT 1/2" GYPSUM BOARD CEILING, PTD. (U.N.O.); HT 7'-10" AFFELEC. PANEL -SEE ELEC. DWGS TELECOM PANEL -SEE ELEC. DWGS INTERCOM -SEE ELEC. DWGS ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTIONN1/4" = 1'-0"5TH FLOOR SOUTHENLARGED RCPA423_RTaitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SETADJUSTED PER ARCH. BACKGROUND CHANGES.ACCESS PANELS, SMOKE DETECTORS, OCCUPANCY SENSORS ADDED FOR CLARIFICATION.11111111111ALL INTERCOM PANELS REMOVED.1 ALIGNALIGN/1A421T01007AT01007A06001A01001A11004A01001A11004A09003A07003C06001A06001A07003C09003A01001A13005B17006DW2BW2AW2AW1DW2AW14W1DW2AW14W1DW14BW2AW2AW2AW2AW2AW2AW1D06001A10003A06001A11004A03002E06001A11004A09003A01001A07003CW2AW2AW2AW2BW2AW2BW2AW2AW2AW1D16006D07003C12005B06001AW2AW2BW1DW2AW2AW2BW2A2'-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"W2A9'-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"W1DW2AW1DW149'-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"16006D06001A13005B07003CW1DW2BW2AW2AW2AW2BW2A9'-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"16006D07003C13005B06001AW2AW2BW2AW2AW2AW2BW2AW1D2'-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"W2BBATHTYPE 2BBATHTYPE 3AKITCHENTYPE 2CKITCHENTYPE 3ABATHTYPE 1ABATHTYPE 1AKITCHENTYPE 3ABATHTYPE 2BKITCHENTYPE 6ABATHTYPE 1ABATHTYPE 1DKITCHENTYPE 3ABATHTYPE 1AW2AKITCHENTYPE 7E2A3073A307T01007AT01007AT01007AT01007AW14W14W14W11BW14W11BW14W14T02008F4A306W11DW11CW11DW11CW11CW11DW11CW11DW11CW11CW11CW11CW11CW11C11DW11CW11DW11DW11CP1223B23B23B23B2'-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 D5518UNIT D13520UNIT B4522UNIT A15523UNIT A13524UNIT A145251 HOUR RATED WALL ASSEMBLY ADJACENT TO PROPERTY LINE11W14W11DW11DA5109Sim9 1/8"2'-0 1/2"ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTIONN1/4" = 1'-0"5TH FLOOR WESTENLARGED PLANA424Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECTPLAN KEYNOTESP1 STANDBY GENERATORP2 CONCRETE FILLED STEEL BOLLARD(S),SEE DETAIL X/A500P3 ACCESS VEHICLE CONTROL BARRIERGATE, LIFTMASTER MAT W/ 10FT ARMP4 STORAGE LOCKERSP5 TRASH COMPACTOR, MINI-MAC MODELBY MARATHON 5AP6 TRASH COMPACTOR TRASH BIN, MINIMAC MODEL BY MARATHON 5AP7 FDC CONNECTION, SEE FIREPROTECTION DWGSP8 PATIO, CONCRETE PLINTH W/ PLANTERS& PRECAST CONCRETE BENCHES, SEELANDSCAPE DRWGSP9 WOOD SLAT FENCEP10 PAINTED STEEL + GLASS CANOPYP11 RECYCLING CHUTE WITH 15% PADDEDOFFSET @ BOTTOM BY CHUTESINTERNATIONALP12 RECESSED FIRE EXTINGUISHER CABINETW/GLASS DOORP13 REAR DRAIN TOILET, Units 211-216 onlyP14 CUSTOM MILLWORK RECESSED SHELF ATTYPE 5C BATHROOMS ONLY, SEE SHEET5B/A602P15 FACTORY PAINTED ALUMINUM SUNSCREEN LOUVERSP16 ROOF DECK DRAIN, SEE PLUMBINGDRWGSP17 PAINTED STEEL GUARDRAILP18 GENERATOR EXHAUST SHAFT, SEEMECH. DWGSP19 MIN. 24" WIDE ALUM. OR GALV. STL.LADDER (U200 BY UPNOVR OR SIMILAR)P20 SURFACE MOUNTED FIRE EXTINGUISHERCABINET W/ GLASS DOORP21 INTERIOR WINDOW, SEE WINDOWSCHEDULEP22 ALL COLUMNS TO BE 3HR FIRE RATED -SEE DETAILS ON SHEET A510P23 MANIFOLD/WATER METERWALL-MOUNTED 30"x30" PTD ACCESSPANEL, FRAMELESS, BOTTOM SILLMOUNTED AT 9" A.F.F. IN ALLBATHROOMS (BEHIND DOOR SWING),HALLWAYS (CENTERED ON WALL) ANDCLOSET (AT CORNER) LOCATIONS.TYPICAL UNITS SHOWN AT 2ND FLOORENLARGED PLAN. ANY CONFLICTS TO BECOORDINATED WITH ARCHITECT.12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 SDSDOSOSPSSD/1A421_RUHUKUKUKUHUVUSUEUBUBUBUBUSUCUCUVUHUHUBUBUCUCUHUSUSUEUBUBUVUVUKUSUVUBUKUHUHUEUHUHUHUSUVUKUHUHUBUHUHUEUHUEUVUHUHUBUKUHUHUSUHUKUHUKUSUEUHUHUBUBUVUHUPUPUHUKUKUVSEE ID417_R (SIM)E2UNIT A15523UNIT A13524UNIT A14525UNIT D5518SOUTHCORRIDOR540UNIT B4522UNIT D13520REFER TO UNIT 323 FOR DIMENSIONSREFER TO UNIT 218 FOR DIMENSIONSREFER TO UNIT 324 FOR DIMENSIONSREFER TO UNIT 423 FOR DIMENSIONSREFER TO UNIT 422 FOR DIMENSIONSREFER TO UNIT 420 FOR DIMENSIONS1. 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 INFORMATION10. 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 CENTERLINERETURN -SEE MECH. DWGS EXHAUST/SUPPLY -SEE MECH. DWGS PSOSSDRCP LEGENDRCP GRAPHIC KEYRCP GENERAL NOTESEXPOSED CONCRETE CEILING SLAB5/8" GYPSUM BOARD CEILING, PTD;HT 8'-4 1/2" AFF5/8" GYPSUM BOARD CEILING, PTD;HT 8'-0" AFFSURFACE MOUNT DOWNLIGHT, WET LOCATIONPENDANT 1/2" GYPSUM BOARD CEILING, PTD. (U.N.O.); HT 7'-10" AFFELEC. PANEL -SEE ELEC. DWGS TELECOM PANEL -SEE ELEC. DWGS INTERCOM -SEE ELEC. DWGS ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTIONN1/4" = 1'-0"5TH FLOOR WESTENLARGED RCPA424_RTaitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SETADJUSTED PER ARCH. BACKGROUND CHANGES.ACCESS PANELS, SMOKE DETECTORS, OCCUPANCY SENSORS ADDED FOR CLARIFICATION.111111111ALL INTERCOM PANELS REMOVED.1 ALIGNALIGN/1A421T01007AT01007A12A42813A42810003A06001A10003AW1DW2AW2A1B9'-7 3/4"6'-0".2'-0".3'-7 1/4".3'-4"10003A06001A11004A01001A07003CW2AW1DW2AW2A.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"1B10003A01001A06001A17006D07003C01001A06001A11004AW2AW1DW2AW2AW14W2AW1DW2AW2AW2A5'-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"BATHTYPE 1EKITCHENTYPE 8BBATHTYPE4.1ABATHTYPE 1ABATHTYPE 1AKITCHENTYPE 8CW2A2A3084A3083A309W11B1BT04010AT02008F6A5069A5065A308W-4W11BW14T02008FP12P17P17P1723B23BNORTH STAIR10'-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 D14527UNIT B55301 HOUR RATED WALL ASSEMBLY ADJACENT TO PROPERTY LINE11W11BW1410'-0"P23P23A5103SimA5102SimA5102SimA5109SimA5109Sim9A4283'-0 5/8"ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTIONN1/4" = 1'-0"5TH FLOOR NORTHENLARGED PLANA425Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECTPLAN KEYNOTESP1 STANDBY GENERATORP2 CONCRETE FILLED STEEL BOLLARD(S),SEE DETAIL X/A500P3 ACCESS VEHICLE CONTROL BARRIERGATE, LIFTMASTER MAT W/ 10FT ARMP4 STORAGE LOCKERSP5 TRASH COMPACTOR, MINI-MAC MODELBY MARATHON 5AP6 TRASH COMPACTOR TRASH BIN, MINIMAC MODEL BY MARATHON 5AP7 FDC CONNECTION, SEE FIREPROTECTION DWGSP8 PATIO, CONCRETE PLINTH W/ PLANTERS& PRECAST CONCRETE BENCHES, SEELANDSCAPE DRWGSP9 WOOD SLAT FENCEP10 PAINTED STEEL + GLASS CANOPYP11 RECYCLING CHUTE WITH 15% PADDEDOFFSET @ BOTTOM BY CHUTESINTERNATIONALP12 RECESSED FIRE EXTINGUISHER CABINETW/GLASS DOORP13 REAR DRAIN TOILET, Units 211-216 onlyP14 CUSTOM MILLWORK RECESSED SHELF ATTYPE 5C BATHROOMS ONLY, SEE SHEET5B/A602P15 FACTORY PAINTED ALUMINUM SUNSCREEN LOUVERSP16 ROOF DECK DRAIN, SEE PLUMBINGDRWGSP17 PAINTED STEEL GUARDRAILP18 GENERATOR EXHAUST SHAFT, SEEMECH. DWGSP19 MIN. 24" WIDE ALUM. OR GALV. STL.LADDER (U200 BY UPNOVR OR SIMILAR)P20 SURFACE MOUNTED FIRE EXTINGUISHERCABINET W/ GLASS DOORP21 INTERIOR WINDOW, SEE WINDOWSCHEDULEP22 ALL COLUMNS TO BE 3HR FIRE RATED -SEE DETAILS ON SHEET A510P23 MANIFOLD/WATER METERWALL-MOUNTED 30"x30" PTD ACCESSPANEL, FRAMELESS, BOTTOM SILLMOUNTED AT 9" A.F.F. IN ALLBATHROOMS (BEHIND DOOR SWING),HALLWAYS (CENTERED ON WALL) ANDCLOSET (AT CORNER) LOCATIONS.TYPICAL UNITS SHOWN AT 2ND FLOORENLARGED PLAN. ANY CONFLICTS TO BECOORDINATED WITH ARCHITECT.12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 OSSDSDSDOSPSSD/1A421_RUVUBUBUS1'-9"1'-9"UCUBUBUHUHUSUSEQEQEQEQ2'-0"2'-0"EQEQUVUEUHUHUHUKUKUBUBEQEQUV3'-0"UVUPUP3'-0"3'-0"3'-0"EQEQ4'-0"4'-0"EQ2EQ2UHUKUHUCUVUSUBUBUK8"8"EQEQ2'-0"2'-0"4'-0"4'-0"EQEQ3'-0"3'-0"NORTHCORRIDOR539SEE ELEC. & MECH. DWGSSEE ID419_R(SIM)E2E1E2NORTH STAIRUNIT B5530UNIT D14527UNIT D12531REFER TO UNIT 231 FOR DIMENSIONS1. 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 INFORMATION10. 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 CENTERLINERETURN -SEE MECH. DWGS EXHAUST/SUPPLY -SEE MECH. DWGS PSOSSDRCP LEGENDRCP GRAPHIC KEYRCP GENERAL NOTESEXPOSED CONCRETE CEILING SLAB5/8" GYPSUM BOARD CEILING, PTD;HT 8'-4 1/2" AFF5/8" GYPSUM BOARD CEILING, PTD;HT 8'-0" AFFSURFACE MOUNT DOWNLIGHT, WET LOCATIONPENDANT 1/2" GYPSUM BOARD CEILING, PTD. (U.N.O.); HT 7'-10" AFFELEC. PANEL -SEE ELEC. DWGS TELECOM PANEL -SEE ELEC. DWGS INTERCOM -SEE ELEC. DWGS ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTIONN1/4" = 1'-0"5TH FLOOR NORTHENLARGED RCPA425_RTaitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SETADJUSTED PER ARCH. BACKGROUND CHANGES.ACCESS PANELS, SMOKE DETECTORS, OCCUPANCY SENSORS ADDED FOR CLARIFICATION.1111ALL INTERCOM PANELS REMOVED.1 RDRDRDGWGWGSPJJJJJJSPSPHF8A4277A4276A4279A42712A42813A4284A3093A309041AR100042AR101CENTRAL STAIR18B18B18B18BDOWNSPOUTLINE OF GUTTER ABOVEP19P18DHWR101043BR102ELEV 2ELEV 1ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTIONN1/4" = 1'-0"ROOF CORE ENLARGEDPLANA426Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECTPLAN KEYNOTESP1 STANDBY GENERATORP2 CONCRETE FILLED STEEL BOLLARD(S),SEE DETAIL X/A500P3 ACCESS VEHICLE CONTROL BARRIERGATE, LIFTMASTER MAT W/ 10FT ARMP4 STORAGE LOCKERSP5 TRASH COMPACTOR, MINI-MAC MODELBY MARATHON 5AP6 TRASH COMPACTOR TRASH BIN, MINIMAC MODEL BY MARATHON 5AP7 FDC CONNECTION, SEE FIREPROTECTION DWGSP8 PATIO, CONCRETE PLINTH W/ PLANTERS& PRECAST CONCRETE BENCHES, SEELANDSCAPE DRWGSP9 WOOD SLAT FENCEP10 PAINTED STEEL + GLASS CANOPYP11 RECYCLING CHUTE WITH 15% PADDEDOFFSET @ BOTTOM BY CHUTESINTERNATIONALP12 RECESSED FIRE EXTINGUISHER CABINETW/GLASS DOORP13 REAR DRAIN TOILET, Units 211-216 onlyP14 CUSTOM MILLWORK RECESSED SHELF ATTYPE 5C BATHROOMS ONLY, SEE SHEET5B/A602P15 FACTORY PAINTED ALUMINUM SUNSCREEN LOUVERSP16 ROOF DECK DRAIN, SEE PLUMBINGDRWGSP17 PAINTED STEEL GUARDRAILP18 GENERATOR EXHAUST SHAFT, SEEMECH. DWGSP19 MIN. 24" WIDE ALUM. OR GALV. STL.LADDER (U200 BY UPNOVR OR SIMILAR)P20 SURFACE MOUNTED FIRE EXTINGUISHERCABINET W/ GLASS DOORP21 INTERIOR WINDOW, SEE WINDOWSCHEDULEP22 ALL COLUMNS TO BE 3HR FIRE RATED -SEE DETAILS ON SHEET A510P23 MANIFOLD/WATER METERWALL-MOUNTED 30"x30" PTD ACCESSPANEL, FRAMELESS, BOTTOM SILLMOUNTED AT 9" A.F.F. IN ALLBATHROOMS (BEHIND DOOR SWING),HALLWAYS (CENTERED ON WALL) ANDCLOSET (AT CORNER) LOCATIONS.TYPICAL UNITS SHOWN AT 2ND FLOORENLARGED PLAN. ANY CONFLICTS TO BECOORDINATED WITH ARCHITECT.12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET 3TTKPCR4OS1OSSPO SOSSP8A4277A4276A4279A42713'-0"9 5/8"4'-5 1/2"5'-11 7/8"3'-9"19C19B18C18C18B19C18C19B4'-3 1/8"3'-6 1/4"5'-3 1/2"4'-3 1/8"17'-4"6'-11"L11LG.28A4277A427G.1G.2I.36A4279A4277'-1 3/4"6'-1"7'-1"9'-11 5/8"18B1D1B18B18B4'-8"1 TREAD11"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"W26W2617'-4"4'-3 1/8"3'-6 1/4"1'-9 1/4"3'-6 1/4"4'-3 1/8"2'-8"18BW1B18B18B8A4277A427G.1G.2I.36A4279A4274'-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 TREAD11"3'-8 1/2"3'-8 1/2"5 TREADS @ 11"4'-7"4'-8 1/2"3'-9 1/2"6 TREADS @ 11"5'-6"3'-8 1/2"13'-0"1D18B18B1B18B18B18B18BW1BW26W266'-1"8A4277A427G.1G.2I.36A4279A4274'-3 1/8"3'-6 1/4"1'-9 1/4"3'-6 1/4"4'-3 1/8"17'-4"7'-1"7 5/8"9'-4"3'-8 1/2"5 TREADS @ 11"4'-7"4'-8 1/2"3'-9 1/2"6 TREADS @ 11"5'-6"3'-8 1/2"3'-9"2 TREADS @ 11"1'-10"3'-9"4'-8 1/2"1 TREAD11"3'-8 1/2"13'-0"18B1B18B18B18B1DW1B18BW26W266'-1"7'-1 3/4"2'-8"18B8A4277A427G.1G.2I.36A4279A4272'-1 1/8"5'-8 1/4" R.O.1'-9 1/4"5'-8 1/4" R.O.2'-1 1/8"17'-4"7'-1 3/4"2'-8"6'-1"7'-1"7 5/8"9'-4"W1B18BW26W261D18B18B1B18B18B18B3'-8 1/2"5 TREADS @ 11"4'-7"4'-8 1/2"3'-9 1/2"6 TREADS @ 11"5'-6"3'-8 1/2"4'-8 1/2"1 TREAD11"3'-8 1/2"13'-0"ELEVATOR CONTROLLER -REFER TO MFR. REQ.ELEVATOR CONTROLLER -REFER TO MFR. REQ.113'-4"1'-8"3'-10 5/8"1'-1 3/8"3'-4"1'-8"3'-10 5/8"1'-1 3/8"3'-4"1'-8"3'-10 5/8"1'-1 3/8"3'-4"1'-8"3'-10 5/8"1'-1 3/8"3'-5 1/8"1'-8 5/8"6'-8" CLEARANCE6'-8" CLEARANCE6'-8" CLEARANCE6 MIL. POLYETHYLENE SUB-SLAB VAPOR BARRIER6 RISERS @ 6 5/8"3'-4"3 RISERS @ 6 5/8"1'-8"7 RISERS @ 6 5/8"3'-10 5/8"2 RISERS @ 6 5/8"1'-1 3/8"6 RISERS @ 6 5/8"3'-4"3 RISERS @ 6 5/8"1'-8"7 RISERS @ 6 5/8"3'-10 5/8"2 RISERS @ 6 5/8"1'-1 3/8"6 RISERS @ 6 5/8"3'-4"3 RISERS @ 6 5/8"1'-8"7 RISERS @ 6 5/8"3'-10 5/8"2 RISERS @ 6 5/8"1'-1 3/8"6 RISERS @ 6 5/8"3'-4"3 RISERS @ 6 5/8"1'-8"7 RISERS @ 6 5/8"3'-10 5/8"2 RISERS @ 6 5/8"1'-1 3/8"6 RISERS @ 6 7/8"3'-5 1/8"3 RISERS @ 6 7/8"1'-8 5/8"10'-10 1/4"6'-8" CLEARANCE6'-8" CLEARANCE6'-8" CLEARANCE6'-8" CLEARANCECLEARANCE6'-8"6 MIL. POLYETHYLENE SUB-SLAB VAPOR BARRIERGUTTERRECYLCING CONTAINERSUMP PUMP6 MIL. POLYETHYLENE SUB-SLAB VAPOR BARRIER3/8"1ST FLOOR394.54'1ST FLOOR394.54'2ND FLOOR406.54'2ND FLOOR406.54'3RD FLOOR416.54'3RD FLOOR416.54'4TH FLOOR426.54'4TH FLOOR426.54'5TH FLOOR436.54'5TH FLOOR436.54'ROOF446.54'ROOF446.54'10'-0"10'-0"10'-0"10'-0"12'-0"52'-0"TRASH CHUTE OVERRUNRECYCLING CONTAINERWOOD STAIR W/ LOW PILE CARPET FINISHMETAL PAN STAIR W/ CONCRETE TREADSTRASH COMPACTOR6 MIL. POLYETHYLENE SUB-SLAB VAPOR BARRIERTRASH & RECYLCING CHUTES TO BE COATED WITH SOUND DAMPENING COMPOUND. COVER WITH ACOUSTICAL DUCT WRAP AND ATTACH AT FLOOR CONNECTIONS WITH SOUND ISOLATOR PADS. 7A427I.36A4274'-8 1/2"5 TREADS @ 11"4'-7"3'-9"2 TREADS @ 11"1'-10"18B18B18BERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTION1/4" = 1'-0"EGRESS CORE PLANS &SECTIONSA427Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"1EGRESS CORE - 1ST FLOOR PLAN1/4" = 1'-0"2EGRESS CORE - 2ND FLOOR PLAN1/4" = 1'-0"3EGRESS CORE - 3RD FLOOR PLAN1/4" = 1'-0"4EGRESS CORE - 4TH FLOOR PLAN1/4" = 1'-0"5EGRESS CORE - 5TH FLOOR PLAN1/4" = 1'-0"6CENTRAL STAIR - SECTION1/4" = 1'-0"7CENTRAL STAIR - SECTION1/4" = 1'-0"8ELEVATORS - SECTION1/4" = 1'-0"9TRASH CHUTE - SECTION1/4" = 1'-0"10CENTRAL STAIR - ROOF PLAN12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET VSUPUPDNDNUPUPDNDNVSJSP12A42813A4287'-9"9 5/8"4'-1"4 TREADS @ 11"3'-8"18C18C18C1 TREAD11"J.1212A42813A4287'-9"3'-8 1/2"4"3'-8 1/2"3'-9 1/2"7'-4"3'-8 1/2"18B1B18B1BJ.1212A42813A4283'-9"8 TREADS @ 11"7'-4"3'-9"3'-8 1/2"4"3'-8 1/2"7'-9"14'-10"18B18B18BJ.1212A42813A4283'-9"8 TREADS @ 11"7'-4"3'-9"4'-0 1/2"3'-8 1/2"7'-9"14'-10"1B18B18BJ.1212A42813A4287'-9"14'-10"3'-9"8 TREADS @ 11"7'-4"3'-9"3'-8"5"3'-8"18B1B18B9 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" CLEARANCESTEEL C-H STUDSTEEL J-RUNNER1" SHEETROCK5/8" TYPE X GYPSUM BOARDBOTTOM OF STAIR RATED 3HRSTEEL J-RUNNERSTEEL C-H STUD5/8" TYPE X GYPSUM BOARD1" SHEETROCKL7LPL614A42815A4283'-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"18C18B18B18C514A42815A4283'-8 1/2"8 TREADS@ 11"7'-4"3'-9 1/2"3'-8 1/2"5"3'-8 1/2"14'-10"7'-10"18B18B9 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"9 RISERS @ 6 9/16"4'-10 7/8"6 RISERS @ 6 9/16"3'-3 1/4"6'-8" CLEARANCE6'-8" CLEARANCE6'-8" CLEARANCE6'-8" CLEARANCESTEEL C-H STUDSTEEL J-RUNNER1" SHEETROCK5/8" TYPE X GYPSUM BOARDBOTTOM OF STAIR RATED 3HR1ST FLOOR394.54'1ST FLOOR394.54'2ND FLOOR406.54'2ND FLOOR406.54'3RD FLOOR416.54'3RD FLOOR416.54'4TH FLOOR426.54'4TH FLOOR426.54'5TH FLOOR436.54'5TH FLOOR436.54'ROOF446.54'ROOF446.54'12'-0"10'-0"10'-0"10'-0"10'-0"52'-0"METAL PAN STAIR W/ CONCRETE TREADSWOOD STAIR W/ LOW PILE CARPET FINISHMETAL PAN STAIR W/ CONCRETE TREADSWOOD STAIR W/ LOW PILE CARPET FINISH514A42815A42814'-10"7'-10"3'-9"8 TREADS @ 11"7'-4"3'-9"3'-8 1/2"5"3'-8 1/2"18B18B514A42815A4287'-10"3'-8 1/2"5"3'-8 1/2"3'-9"8 TREADS @ 11"7'-4"3'-9"18B18B514A42815A4283'-9"8 TREADS @ 11"7'-4"3'-9"7'-10"14'-10"3'-8 1/2"5"3'-8 1/2"18B18B2ND FLOOR406.54'3RD FLOOR416.54'4TH FLOOR426.54'5TH FLOOR436.54'ROOF446.54'ROOF CURB, CONSTRUCTED PER MANUFACTURER'S SPECIFICATIONS.WRAP ON ALL SIDES WITH 3" POLYISO.ROOFTOP MECHANICAL UNIT2 HOUR RATED SHAFTWRAP TPO ROOF MEMBRANE OVER CURBS3 HOUR RATED PODIUM SLABFLASH AT EDGE OF EQUIPMENT OVER CURBREINFORCE STUCTURE AT CURBS AS REQUIRED BY STRUCTURALERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTION1/4" = 1'-0"NORTH & EAST STAIRPLANS & SECTIONSA428Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"1NORTH STAIR - 1ST FLOOR PLAN1/4" = 1'-0"2NORTH STAIR - 2ND FLOOR PLAN1/4" = 1'-0"3NORTH STAIR - 3RD FLOOR PLAN1/4" = 1'-0"4NORTH STAIR - 4TH FLOOR PLAN1/4" = 1'-0"5NORTH STAIR - 5TH FLOOR PLAN1/4" = 1'-0"12NORTH STAIR SECTION 11/4" = 1'-0"13NORTH STAIR SECTION 21/4" = 1'-0"6EAST STAIR - 1ST FLOOR PLAN1/4" = 1'-0"7EAST STAIR - 2ND FLOOR PLAN1/4" = 1'-0"14EAST STAIR - SECTION 11/4" = 1'-0"15EAST STAIR - SECTION 21/4" = 1'-0"8EAST STAIR - 3RD FLOOR PLAN1/4" = 1'-0"10EAST STAIR - 4TH FLOOR PLAN1/4" = 1'-0"11EAST STAIR - 5TH FLOOR PLAN12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET1/4" = 1'-0"9TYP. MECHANICAL SHAFT SECTION ROOF446.54'CAP FLASHINGRIGID INSULATION -SLOPED @ MIN. OF 1/4" PERFOOT TO MIN. 4" THICKNESS @ ROOF DRAINSTPO ROOF MEMBRANE1/2" FIBERGLASS MAT GYPSUM ROOF COVERBOARDPRIMED AND PAINTED WOOD TRIMPREFINISHED METAL FLASHING2x6 STUD WALL, R-21 BATT INSULATION7/8" CORRUGATED METAL PANEL1 1/2" RIM BOARD5/8" TYPE X GYPSUM BOARD1/2" RESILIENT CHANNEL2x6 STUD WALL, R-21 BATT INSULATIONOPEN WEB JOISTS -SEE STRUCT. DWGSZIP R-125/8" GWB (TYPE X IN RATED LOCATIONS)PLYWOOD DECKING -SEE STRUCT. DWGS1E81MIN. R-15 INSULATION AT RIM BOARD1CONTINUE TPO MEMBRANE OVER PARAPET BLOCKING, BEHIND WOOD TRIM & OVERLAP FLASHING TAPEPROVIDE FLASHING TAPE OVER TOP OF ZIP-R & BEHIND WOOD TRIM15TH FLOOR436.54'1'-0"7 1/2"1"1"45.00°1/4" STEEL PLATE1/8" STEEL PLATES2" THICK "BOX" BRACKET MADE OF 1/8" THICK STEEL PLATES WELDED TOGETHER, PRIME & PAINT1/4" THICK STEEL PLATE, SCREW THROUGH BOTH LAYERS OF SHEATHING INTO STUDSBRICK VENEERBATT INSULATION (R21)FINISH FLOOR -SEE PLAN1/8" ACOUSTICAL UNDERLAYMENT3/4" GYPSUM CONCRETEPLYWOOD DECKING -SEE STRUCT. DWGS1"1'-6 1/4"1ZIP FLASHING TAPE WRAPPED INSIDE ROUGHOPENINGINTUS SUPERA WINDOWPRESSURE TREATED WOOD PLATEPREFINISHED METAL FLASHING111E8CPRIMED AND PAINTED WOOD TRIMPREFINISHED SILL FLASHING2x3 BLOCKING3/4" BIRCH VENEER1/2" JOINT SEALANT W/ BACKER RODCAULK1ST FLOOR394.54'ASPHALT PARKING SURFACE -SEE LANDSCAPE DWGS.GEOCOMPOSITE DRAINAGE BOARD W/PERMEABLE FILTER FABRIC TO BE PROVIDED ATALL BELOW GRADE WATERPROOFING MEMBRANEAREASBENTONITE WATERPROOFING SYS., TYP.GRADE BEAM -SEE STRUCT. DWGS.EXTERIOR GRADE -VARIESEXISTING STRUCTURE ON ADJACENT LOTBENTONITE WATERSTOP @ SLAB, TYP.REINFORCED CMU WALL -SEE STRUCT. DWGS.12ND FLOOR406.54'RIGID INSULATION -SLOPED @ MIN. OF 1/4" PERFOOT TO MIN. 4" THICKNESS @ ROOF DRAINSTPO ROOF MEMBRANE1/2" FIBERGLASS MAT GYPSUM ROOF COVERBOARDCONT. ELASTOMERIC COATING12" PLANK -SEE STRUCT. DRAWINGSCONCRETE TOPPING -SEE STRUCT. DWGS.STEEL BEAM -SEE STRUCT. DWGSEXISTING STRUCTURE ON ADJACENT LOT -V.I.F.SUSPENDED CEILING HANGERRIGID POLYISO INSULATION PANELCEILING GRID PERIMETER SUPPORT ANGLE,ATTACHED TO STRUCTURE2" SPRAY-ON FIRE PROOFING, 3HREXPAND-O-FLASH EXPANSION JOINT COVER W/INTEGRATED COPING8' - 8"2" RIGID INSULATION2" RIGID INSULATION2ND FLOOR406.54'CONCRETE TOPPING -SEE STRUCT. DWGS.5/8" GWB (TYPE X IN RATED LOCATIONS)3/4" BIRCH VENEERRIGID INSULATION -SLOPED @ MIN. OF 1/4" PERFOOT TO MIN. 4" THICKNESS @ ROOF DRAINSTPO ROOF MEMBRANE1/2" FIBERGLASS MAT GYPSUM ROOF COVERBOARDFINISH FLOORSTEEL BEAM -SEE STRUCT. DWGS2" SPRAY-ON FIRE PROOFING, 3HRSUSPENDED CEILING HANGER7/8" THICK CORRUGATED METAL PANELR-19 BATT INSULATIONRIGID POLYISO INSULATION PANELZIP FLASHING TAPE WRAPPED INSIDE ROUGHOPENING12x6 STUD WALL, R-21 BATT INSULATION1E8CPRIMED AND PAINTED WOOD TRIMINTUS SUPERA WINDOWPREFINISHED SILL FLASHING12x3 BLOCKING1/2" JOINT SEALANT W/ BACKER RODCAULK1ST FLOOR394.54'CONCRETE SLAB -SEE STRUCT. DWGS. FOR INFOBENTONITE WATERSTOP @ SLAB, TYP.GRADE BEAM -SEE STRUCT. DWGS. FOR INFO10" REINFORCED CMU BLOCK WALL (REFER TO STRUCT. DWGS)3 5/8" METAL STUD WALL5/8" GYPSUM SHEATHING1/2" TYPE X GYPSUM WALLBOARD6 MIL. POLYETHYLENE SUB-SLAB VAPOR BARRIEREXTERIOR GRADE -VARIESEXTEND SELF-ADHERED WATERPROOFING MEMBRANE ONTO CURB AND DOWN TO LAP OVER BENTONITE WP SYSTEM, TYP.4" PERFORATED SUBDRAINAGE PIPE W/ FILTERFABRIC WRAP -SEE UNDERSLAB DRAINAGE SYS.DWGS.MORTAR NETWEEPHOLESPREFINISHED METAL FLASHING12ND FLOOR406.54'10" REINFORCED CMU BLOCK WALL7/16" SHEATHINGZIP R12 (R12.6)BATT INSULATION (R21)2x6 STUD WALL2x4 STUD WALL1/2" GYPSUM WALLBOARDFINISH FLOOR -SEE PLAN2-1/4" "SOAP" FACE BRICKMODULAR FACE BRICK3 5/8" METAL STUD WALL5/8" GYPSUM SHEATHING1/2" TYPE X GYPSUM WALLBOARDBRICK TIE W/ GASKETED FASTENERS @ 16" O.C.VERT. TYPPRECAST SILL3 5/8" DEFLECTION CHANNELE321PREFINISHED METAL FLASHING2ND FLOOR406.54'DIMENSIONAL LUMBER -SEE STRUCT. DRAWINGSZIP R-12PRIMED AND PAINTED WOOD TRIMCONCRETE TOPPING -SEE STRUCT. DWGS.12" PLANK -SEE STRUCT. DRAWINGS5/8" TYPE X GYPSUM BOARD2x6 STUD WALL W/ R-21 BATT INSULATION7/16" PLYWOOD SHEATHING7/8" CORRUGATED METAL PANEL1/2" GYPSUM BOARD5/8" FIBERGLASS REINFORCED SHEATHING10" REINFORCED CMU BLOCK WALLEXPAND-O-FLASH EXPANSION JOINT COVER W/ INTEGRATED COPINGPREFINISHED METAL FLASHINGEXISTING STRUCTURE ON ADJACENT LOT -V.I.F.8" REINFORCED CMU BLOCK WALLFINISH FLOOR -SEE PLANE8C1AIR/VAPOR BARRIERCONT. ELASTOMERIC COATINGCONT. ELASTOMERIC COATINGSEAL BOTTOM OF ZIP SHEATHING WITH FLASHING TAPE, EXTEND UNDER EXPANSION JOINT COVERROOF446.54'CAP FLASHINGRIGID INSULATION -SLOPED @ MIN. OF 1/4" PERFOOT TO MIN. 4" THICKNESS @ ROOF DRAINSTPO ROOF MEMBRANE1/2" FIBERGLASS MAT GYPSUM ROOF COVERBOARD7/8" CORRUGATED METAL PANELZIP R-122x6 STUD WALL, R-21 BATT INSULATION7/16" PLYWOOD SHEATHING1 1/2" RIM BOARDPLYWOOD DECKING -SEE STRUCT. DWGSWOOD 2X4WOOD 2X41/2" RESILIENT CHANNEL5/8" TYPE X GYPSUM BOARDC8 STEEL CHANNEL1/2" GYPSUM BOARD1CONTINUE TPO MEMBRANE OVER PARAPET BLOCKING, BEHIND WOOD TRIM & OVERLAP FLASHING TAPEPROVIDE FLASHING TAPE OVER TOP OF ZIP-R & BEHIND STEEL CHANNEL1ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTION1 1/2" = 1'-0"EXTERIOR SECTIONDETAILSA501Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1 1/2" = 1'-0"5SECTION DETAIL1 1/2" = 1'-0"4SECTION DETAIL1 1/2" = 1'-0"1SECTION DETAIL1 1/2" = 1'-0"2SECTION DETAIL1 1/2" = 1'-0"3SECTION DETAIL1 1/2" = 1'-0"7SECTION DETAIL1 1/2" = 1'-0"8SECTION DETAIL1 1/2" = 1'-0"9SECTION DETAIL1 1/2" = 1'-0"6SECTION DETAIL12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET 2ND FLOOR406.54'CONCRETE TOPPING -SEE STRUCT. DWGS.RIGID INSULATION -SLOPED @ MIN. OF 1/4" PERFOOT TO MIN. 4" THICKNESS @ ROOF DRAINSTPO ROOF MEMBRANE1/2" FIBERGLASS MAT GYPSUM ROOF COVERBOARDFINISH FLOORDOOR THRESHOLDHM DOOR - SEE SCHEDULE2x6 STUD WALL, R-21 BATT INSULATION5/8" GWB7/16" PLYWOOD SHEATHINGZIP R-12SELF ADHERED MEMBRANE FLASHINGPREFINISHED METAL FLASHING7/8" CORRUGATED METAL PANELL3x2-1/2 STEEL ANGLE12" PLANK -SEE STRUCT. DRAWINGS9 3/8"5/8"6'-2"2 3/8"7/8"2 1/2"1/2"5 1/2"5/8"2ND FLOOR406.54'ZIP R-122x6 STUD WALL, R-21 BATT INSULATIONFINISH FLOOR -SEE PLAN7/16" PLYWOOD SHEATHINGSTEEL BEAM -SEE STRUCT. DWGS2" SPRAY-ON FIRE PROOFING, 3HR4"7/8"2 1/2"6 5/8"7/8" CORRUGATED METAL PANEL5/8" TYPE X GYPSUM BOARDCONC. SLAB -SEE STRUCT. DRAWINGSKAWNEER 601UT STOREFRONT1/2" GYPSUM BOARDCORNER BEAD2 1/2" STEEL CHANNELINTUS SUPERA WINDOW3/4" BIRCH VENEERPRIMED AND PAINTED WOOD TRIMPREFINISHED METAL FLASHINGL3x2-1/2 STEEL ANGLEL4x4 STEEL ANGLEL4x4 STEEL ANGLEHSS 5x31/2" GYPSUM BOARD2 1/2" STEEL CHANNEL1'-6 3/8"1'-3"9 1/2"2'-0"1'-2"3 3/8"3/8"1E8CPREFINISHED SILL FLASHINGPRIMED AND PAINTED WOOD TRIM1CAULK1/2" JOINT SEALANT W/ BACKER RODZIP FLASHING TAPE WRAPPED INSIDE ROUGHOPENING11ST FLOOR394.54'STOREFRONT DOORWALK-OFF MATCONCRETE SLABEXTERIOR PAVERS -SLOPE AWAY FROM ENTRANCE. SEE LANDSCAPE DWGS FOR MORE INFORMATION.2ND FLOOR406.54'ZIP R-122x6 STUD WALL, R-21 BATT INSULATIONFINISH FLOOR -SEE PLAN7/16" PLYWOOD SHEATHINGSTEEL BEAM -SEE STRUCT. DWGS2" SPRAY-ON FIRE PROOFING, 3HR4"7/8"2 1/2"6 5/8"7/8" CORRUGATED METAL PANEL5/8" TYPE X GYPSUM BOARDCONC. SLAB -SEE STRUCT. DRAWINGS3 5/8" METAL STUDINTUS SUPERA WINDOW3/4" BIRCH VENEERPRIMED AND PAINTED WOOD TRIML4x4 STEEL ANGLE1/2" GYPSUM BOARD1'-6 3/8"1'-3"2'-0"1'-2"3 3/8"3/8"R-13 BATT INSULATION5/8" FIBERGLASS REINFORCED SHEATHING1PREFINISHED METAL FLASHING1/2" GYPSUM BOARD2 1/2" METAL STUD1KAWNEER 601UT STOREFRONTE8C1PREFINISHED METAL TRIMPREFINISHED SILL FLASHINGZIP FLASHING TAPE WRAPPED INSIDE ROUGHOPENING2x3 BLOCKINGCAULK2ND FLOOR406.54'ZIP R-122x6 STUD WALL, R-21 BATT INSULATIONFINISH FLOOR -SEE PLAN7/16" PLYWOOD SHEATHING2 1/2"6 5/8"5/8" TYPE X GYPSUM BOARDCONC. SLAB -SEE STRUCT. DRAWINGSKAWNEER 601UT STOREFRONT6" METAL STUD WALL3/4" BIRCH VENEER1'-6 1/4"1'-3"9"5/8" FIBERGLASS REINFORCED SHEATHINGWEEPHOLES10" CHANNELPREFINISHED METAL FLASHING6" METAL STUD2 1/2" METAL STUD1/2" GYPSUM BOARDZIP R-121/2" GYPSUM BOARD1INTUS SUPERA WINDOWPRECAST SILLE311ZIP FLASHING TAPE WRAPPED INSIDE ROUGHOPENINGPREFINISHED SILL FLASHING1PREFINISHED METAL TRIMCAULK2x3 BLOCKING1/2" JOINT SEALANT W/ BACKER ROD2ND FLOOR406.54'2x6 STUD WALL, R-21 BATT INSULATIONFINISH FLOOR -SEE PLANSTEEL BEAM -SEE STRUCT. DWGS2" SPRAY-ON FIRE PROOFING, 3HR5/8" TYPE X GYPSUM BOARDCONC. SLAB -SEE STRUCT. DRAWINGS1'-3"7/16" PLYWOOD SHEATHINGZIP R-12BRICK TIE W/ GASKETED FASTENERS @ 16" O.C.VERT. TYPMODULAR FACE BRICK1/2" GYPSUM BOARD6" METAL STUD WALL WITH R-19 BATT INSULATION5/8" FIBERGLASS REINFORCED SHEATHING5/8"0"5 1/2"1/2"2 1/2"1"3 5/8"ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTION1 1/2" = 1'-0"EXTERIOR SECTIONDETAILSA502Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1 1/2" = 1'-0"3SECTION DETAIL1 1/2" = 1'-0"4SECTION DETAIL1 1/2" = 1'-0"1SECTION DETAIL1 1/2" = 1'-0"2bSECTION DETAIL1 1/2" = 1'-0"6SECTION DETAIL1 1/2" = 1'-0"5DETAIL @ 2ND FLOOR SLAB EDGE, BRICK12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET 1ST FLOOR394.54'8'-3"9"7/8"2 1/2" 5/8" 6" 1/2"2 1/2" MTL STUD5/8" GWB1/2" GYPSUM BOARD6" METAL STUD WALLCONCRETE CURB6 1/8"1/2" FURRING CHANNELZIP R-127/8" CORRUGATED METAL PANELPREFINISHED METAL FLASHING5/8" FIBERGLASS REINFORCED SHEATHING2" RIGID INSULATIONDRAINAGE & PROTECTION BOARDBENTONITE WATERPROOFING SYS., TYP.ALLEY PAVERS -REFER TO LANDSCAPE DWGS.2ND FLOOR406.54'5/8" GWB1/2" RESILIENT CHANNEL12" PLANK -SEE STRUCT. DRAWINGSFINISH FLOOR -SEE PLAN1/2" GYPSUM BOARD7/16" PLYWOOD SHEATHINGZIP R-127/8" CORRUGATED METAL PANEL5/8" FIBERGLASS REINFORCED SHEATHING2ND FLOOR406.54'FINISH FLOOR -SEE PLANCONCRETE TOPPING -SEE STRUCT. DWGS.12" PLANK -SEE STRUCT. DRAWINGS5/8" GWB (TYPE X IN RATED LOCATIONS)ZIP R-127/8" CORRUGATED METAL PANEL8" REINFORCED CMU WALL2x6 STUD WALL, R-21 BATT INSULATION7/8"2 1/2"6 5/8"3RD FLOOR416.54'5/8" TYPE X GYPSUM BOARD1/2" RESILIENT CHANNELUPPER WINDOW TO BE FIXED GLASS2x6 STUD WALL, R-21 BATT INSULATIONWOOD TRUSS (DESIGNED BY OTHERS)1/2" CLEAR SELECT PINER-30 BATT INSULATIONZIP R-12TREATED WOOD 1x4, STAINEDPRIMED AND PAINTED WOOD TRIMPLYWOOD DECKING -SEE STRUCT. DWGS3/4" GYPSUM CONCRETE1/8" ACOUSTICAL UNDERLAYMENTFINISH FLOOR -SEE PLANPREFINISHED METAL FLASHINGPRIMED AND PAINTED WOOD TRIM7/8" CORRUGATED METAL PANEL7/16" PLYWOOD SHEATHING5/8" TYPE X GYPSUM BOARDINTUS SUPERA WINDOWE8CPREFINISHED SILL FLASHINGZIP FLASHING TAPE WRAPPED INSIDE ROUGHOPENING111ST FLOOR394.54'2ND FLOOR406.54'PREFINISHED METAL FLASHINGZIP R-122x6 STUD WALL, R-21 BATT INSULATIONFINISH FLOOR -SEE PLAN7/16" PLYWOOD SHEATHINGSTEEL BEAM -SEE STRUCT. DWGS2" SPRAY-ON FIRE PROOFING, 3HRR-19 BATT INSULATION7/8"2 1/2"6 5/8"7/8" CORRUGATED METAL PANELDRAINAGE & PROTECTION BOARDBENTONITE WATERPROOFING SYS., TYP.ALLEY PAVERS -REFER TO LANDSCAPE DWGS.2'-0 1/16"ARTIFICIAL TURFWATERPROOFING MEMBRANE5/8" TYPE X GYPSUM BOARDCONC. SLAB -SEE STRUCT. DRAWINGS6" METAL STUDZIP R-12TREATED WOOD 1x4, STAINEDR-19 BATT INSULATIONSELF ADHERED MEMBRANE FLASHING2'-9"9'-3"6" SLAB -SEE STRUCT. DWGSPOLYISO FOAM, SLOPED TO DRAIN AT 1/4" PERFOOTANODIZED METAL POST, BLACK6"2 1/2"3/4"9'-3"TYP.2 1/2"TYP.1 1/2"TREATED WOOD 1x3, STAINED2 3/4"8"AIRDRAIN MAT2ND FLOOR406.54'1/2" GYPSUM BOARDFINISH FLOOR -SEE PLANCONCRETE TOPPING -SEE STRUCT. DWGS.12" PLANK -SEE STRUCT. DRAWINGS8" REINFORCED CMU WALL2x3 STUD WALL WITH BATT INSULATION6" REINFORCED CMU WALLEXISTING STRUCTURE ON ADJACENT LOTCONT. ELASTOMERIC COATINGCONT. ELASTOMERIC COATING1ST FLOOR394.54'2ND FLOOR406.54'5/8" FIBERGLASS REINFORCED SHEATHINGC8 STEEL CHANNELPREFINISHED METAL FLASHINGZIP R-122x6 STUD WALL, R-21 BATT INSULATION5/8" GWB (TYPE X IN RATED LOCATIONS)12" PLANK -SEE STRUCT. DRAWINGSFINISH FLOOR -SEE PLANRIGID POLYISO INSULATION PANELSUSPENDED CEILING HANGERCEILING GRID PERIMETER SUPPORT ANGLE,ATTACHED TO STRUCTURE7/16" PLYWOOD SHEATHINGSTEEL I-BEAM -REFER TO STRUCT. DWGS2" SPRAY-ON FIRE PROOFING, 3HRR-19 BATT INSULATIONMODULAR FACE BRICKWEEPHOLESVARIES8'-8"2'-1"3 5/8"1"2 1/2"6"3/8" STEEL PLATE2 1/4" FACE BRICKPRECAST SILLPREFINISHED METAL FLASHING5/8" FIBERGLASS REINFORCED SHEATHINGBRICK TIE W/ GASKETED FASTENERS @ 16" O.C.VERT. TYPBRICK WALL TIECONCRETE CURB6" METAL STUD WALLSPRAY-ON INSULATION 2'-7 5/8"8 3/8"5'-9 3/8"5"2'-5 3/4"VARIESASPHALT TOPPINGMODULAR FACE BRICK1ST FLOOR394.54'2ND FLOOR406.54'2x6 STUD WALL, R-21 BATT INSULATIONFINISH FLOOR -SEE PLAN7/16" PLYWOOD SHEATHING7/8"2 1/2"6 5/8"7/8" CORRUGATED METAL PANEL5/8" TYPE X GYPSUM BOARD6" SLAB -SEE STRUCT. DWGSCONC. FOUNDATION -SEE STRUCT. DWGSEMBED THRESHOLD IN SEALANTHM DOOR, SEE SCHEDULEHM STEEL DOOR FRAMECMU BOND BEAMPRIMED AND PAINTED WOOD TRIML3x2-1/2 STEEL ANGLE12" PLANK -SEE STRUCT. DRAWINGSCONCRETE TOPPING -SEE STRUCT. DWGS.ALLEY PAVERS -REFER TO LANDSCAPE DWGS.GRAVELPREFINISHED METAL FLASHING7'-2 3/8"7 5/8"2'-11"2 1/2"7/8"E8CZIP R-127/8" CORRUGATED METAL PANELERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTION1 1/2" = 1'-0"EXTERIOR SECTIONDETAILSA503Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1 1/2" = 1'-0"7SECTION DETAIL1 1/2" = 1'-0"2DETAIL @ 2ND FLOOR SLAB EDGE, MTL1 1/2" = 1'-0"6DETAIL @ 2ND FLOOR SLAB EDGE, CMU1 1/2" = 1'-0"8SECTION DETAIL1 1/2" = 1'-0"5SECTION DETAIL1 1/2" = 1'-0"4SECTION DETAIL1 1/2" = 1'-0"3SECTION DETAIL1 1/2" = 1'-0"1SECTION DETAIL12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET 2ND FLOOR406.54'CONCRETE TOPPING -SEE STRUCT. DWGS.1/2" GYPSUM BOARDRIGID INSULATION -SLOPED @ MIN. OF 1/4" PERFOOT TO MIN. 4" THICKNESS @ ROOF DRAINSTPO ROOF MEMBRANE1/2" FIBERGLASS MAT GYPSUM ROOF COVERBOARDFINISH FLOOR7/8" CORRUGATED METAL PANELE8CPRIMED AND PAINTED WOOD TRIM11ST FLOOR394.54'CONCRETE SLAB -SEE STRUCT. DWGS. FOR INFOGEOCOMPOSITE DRAINAGE BOARD W/PERMEABLE FILTER FABRIC TO BE PROVIDED ATALL BELOW GRADE WATERPROOFING MEMBRANEAREASBENTONITE WATERPROOFING SYS., TYP.GRADE BEAM -SEE STRUCT. DWGS. FOR INFOGRAVEL4" PERFORATED SUBDRAINAGE PIPE W/ FILTERFABRIC WRAP -SEE UNDERSLAB DRAINAGE SYS.DWGS.6 MIL. POLYETHYLENE SUB-SLAB VAPOR BARRIEREXTERIOR GRADE -VARIESWATERPROOFING MEMBRANEPREFINISHED METAL FLASHINGREINFORCED CONCRETE WALL1BENTONITE WATERSTOP @ SLAB, TYP.2 1/2" GRAPHITE EPS INSULATION, R-15 -MIN. 24"BELOW GRADE11'-3"7/8" CORRUGATED METAL PANELZIP R-1210" REINFORCED CMU WALL3/8" EXPANSION BOLTWOODEN STAIR LANDINGLOW-PILE CARPETROOF446.54'1/2" RESILIENT CHANNELCAP FLASHINGRIGID INSULATION -SLOPED @ MIN. OF 1/4" PERFOOT TO MIN. 4" THICKNESS @ ROOF DRAINSTPO ROOF MEMBRANE1/2" FIBERGLASS MAT GYPSUM ROOF COVERBOARDPRIMED AND PAINTED WOOD TRIMPREFINISHED METAL FLASHING7/8" CORRUGATED METAL PANELZIP R-122x6 STUD WALL, R-21 BATT INSULATION1 1/2" RIM BOARD8" REINFORCED MASONRY WALL2x8 FRAMING -SEE STRUCT. DWGS4 1/2"5/8" TYPE X GYPSUM BOARDCONTINUE TPO MEMBRANE OVER PARAPET BLOCKING, BEHIND WOOD TRIM & OVERLAP FLASHING TAPEPROVIDE FLASHING TAPE OVER TOP OF ZIP-R & BEHIND WOOD TRIM12ND FLOOR406.54'RIGID INSULATION -SLOPED @ MIN. OF 1/4" PERFOOT TO MIN. 4" THICKNESS @ ROOF DRAINSTPO ROOF MEMBRANE1/2" FIBERGLASS MAT GYPSUM ROOF COVERBOARDCONT. ELASTOMERIC COATING12" PLANK -SEE STRUCT. DRAWINGSCONCRETE TOPPING -SEE STRUCT. DWGS.STEEL BEAM -SEE STRUCT. DWGSSUSPENDED CEILING HANGERRIGID POLYISO INSULATION PANELCEILING GRID PERIMETER SUPPORT ANGLE,ATTACHED TO STRUCTURE2" SPRAY-ON FIRE PROOFING, 3HREXPAND-O-FLASH EXPANSION JOINT COVER W/INTEGRATED COPINGR-19 BATT INSULATION2ND FLOOR406.54'RIGID INSULATION -SLOPED @ MIN. OF 1/4" PERFOOT TO MIN. 4" THICKNESS @ ROOF DRAINSTPO ROOF MEMBRANE1/2" FIBERGLASS MAT GYPSUM ROOF COVERBOARD7/8" CORRUGATED METAL PANEL10" REINFORCED CMU WALLPRIMED AND PAINTED WOOD TRIME8C14TH FLOOR426.54'2x6 STUD WALL7/16" SHEATHINGZIP R12 (R12.6)1/2" GYP. BD.1/2" RESILIENT CHANNEL7/8" THICK CORRUGATED METAL PANEL3/4" PLYWOOD DECKBATT INSULATION (R21)3/4" GYPSUM CONCRETE1/8" ACOUSTICAL UNDERLAYMENTFINISH FLOOR1 1/2" RIM BOARDWOOD TRUSS (DESIGNED BY OTHERS)EXTERIORMCNICHOLS WIRE MESH STAINLESSSTEEL TYPE 304 WELDED, 2"X2" ITEM 38203500, WELD TO STEEL ANGLES1 1/2"x1 1/2"x3/16" STEEL CHANNEL, PRIME+PAINT, WELD TOGETHER1/4 TREATED WOOD DECKINGCOUNTER SINK SCREW CHANNEL TO 2x10 WOOD FRAMINGPAINTED 5/4 WOOD END BOARDTREATED WOOD 1x4'S, PAINT BLACK, PROVIDE 1/4" GAP BETWEEN BOARDS7/8" CORRUGATED METAL PANEL5/8" TYPE X GYPSUM BOARDFIRE RETARDANT LUMBER TO BE USED FOR ALL STRUCTURAL COMPONENTS OF CANTILEVERED BALCONIES, TYP.1MIN. R-15 INSULATION AT RIM BOARD1ZIP FLASHING TAPE WRAPPED INSIDE ROUGHOPENING2x6 STUD WALL, R-21 BATT INSULATION5/8" GWB3/4" BIRCH VENEERCAULKINTUS SUPERA WINDOWPRIMED AND PAINTED WOOD TRIME8CPREFINISHED SILL FLASHING12x3 BLOCKING1ST FLOOR394.54'SIDEWALK, SLOPE DOWN AWAY FROM BUILDING1 1/2" PRECAST CONCRETE PANELSLAB ON GRADECORK EXPANSION JOINT FILLERSLOTTED CONNECTION1 1/4" DIA. ROUND DEPRESSION IN CONCRETE, 1/4" DEEP3/4" BIRCH VENEER1/2"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 LOBBYKAWNEER 601UT STOREFRONTPREFINISHED METAL FLASHINGPREFINISHED METAL FLASHINGZIP R-126" METAL STUDR-19 BATT INSULATION1/2" GYPSUM BOARDWOOD 2X105/8" FIBERGLASS REINFORCED SHEATHING12 1/2" GRAPHITE EPS INSULATION, R-15 -MIN. 24"BELOW GRADE1ST FLOOR394.54'1/2" 6" 5/8"2 1/2"1" 3 5/8"1'-6 1/2"± SLOPE W/ SIDEWALKSIDEWALK, SLOPE DOWN AWAY FROM BUILDING1 1/2" THICK HONED BLACK GRANITEBRICK TIE, AS REQUIREDFLASHINGSLAB ON GRADECAULKMORTARPROPERTY LINEMODULAR BRICKZIP R RIGID INSULATION + SHEATHING5/8" SHEATHINGCORK EXPANSION JOINT FILLER4" CMUSLOTTED CONNECTIONBRICK TIES1'-2 33/128"2 1/2" GRAPHITE EPS INSULATION, R-15 -MIN. 24"BELOW GRADE1"1ST FLOOR394.54'CONCRETE SLAB -SEE STRUCTURAL DWGSGRADE BEAM -SEE STRUCTURAL DWGSGRAVEL4" PERFORATED SUBDRAINAGE PIPE W/ FILTERFABRIC WRAP -SEE UNDERSLAB DRAINAGE SYS.DWGS.6 MIL. POLYETHYLENE SUB-SLAB VAPOR BARRIEREXTERIOR GRADE -VARIESREINFORCED CONCRETE WALLEXISTING STRUCTURE ON ADJACENT LOT3 5/8" METAL STUD1/2" GYPSUM BOARD5/8" FIBERGLASS REINFORCED SHEATHING2" RIGID INSULATIONERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTION1 1/2" = 1'-0"EXTERIOR SECTIONDETAILSA504Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1 1/2" = 1'-0"1DETAIL @ 2ND FLOOR GREEN ROOF1 1/2" = 1'-0"4SECTION DETAIL1 1/2" = 1'-0"5SECTION DETAIL1 1/2" = 1'-0"6SECTION DETAIL1 1/2" = 1'-0"3SECTION DETAIL1 1/2" = 1'-0"2SECTION DETAIL1 1/2" = 1'-0"9DETAIL @ BALCONY, WINDOW SILL1 1/2" = 1'-0"8SECTION DETAIL1 1/2" = 1'-0"7SECTION DETAIL1 1/2" = 1'-0"10SECTION DETAIL112.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET 2ND FLOOR406.54'CONCRETE TOPPING -SEE STRUCT. DWGS.12" PLANK -SEE STRUCT. DRAWINGS1/8" ACOUSTICAL UNDERLAYMENTFINISH FLOOR -SEE PLANRIGID POLYISO INSULATION PANELSUSPENDED CEILING HANGER2" SPRAY-ON FIRE PROOFING, 3HRSTEEL I-BEAM -SEE STRUCTURAL DRAWINGSR-19 BATT INSULATION2ND FLOOR406.54'4"FLASHINGZIP R12 (R12.6)1/2" MOISTURE RESISTANT GYP. BD.SUSPENDED CEILINGFINISH FLOOR10" CHANNEL7 1/2"3/4" BIRCH VENEER1'-6 1/4"STEEL ANGLE EMBEDR-19 BAT INSULATIONSPRAY ON FIREPROOFING3"X3"X1/4" STEEL ANGLE KICKERS, WELD TO STEEL BEA, AND TO STEEL PLATE3" DIAMETER TUBES, WELD TO ANGLE AND TO PLATESANCOR STAINLESS COMPANY EYE SLIP HOOK(LARGE), NOMINAL SIZE= 3/4", ITEM NUMBER S0454-0020, 12,000 LB. CAPACITY6'-7 15/16"6"10"3/4" DIA. STEEL RODS, WELD TO GUTTER AND TO STEEL PLATE6"GUTTER MADE OF 3/8" THICK STEEL PLATE, CONTINUOUSLY WELDED1"X1/4" STEEL SECTIONS @ 1'-0" O.C., WELD TO TOP OF GUTTERWELD HINGE TO T SHAPE AND TO STEEL GUTTERSILICONE SEALANT3/8" THICK LAMINATED SAFETY GLASS SET IN BED OF SILICONECONTINUOUSLY WELD4"x4"x3/8" STEEL T SECTION @ 18" O.C.14C 18x42.7 WELD TO STEEL T SHAPE1'-6"9"DOWNLIGHTS: LED 12V MINI SPOTLIGHT, BLACK FINISH ON ALUM., 2700K COLOR TEMP.ELECTRIC JUNCTION BOXCONDUIT FOR LIGHT FIXTURES, ATTACH TO TOP OF CENTER T SHAPE3/4" DIA. U SHAPED ROD3"1" DIA. STAINLESS STEEL CABLE(5,000 LBS WORKING LOAD)KAWNEER 601UT STOREFRONT5/8" GWB1 5/8" METAL FRAMING12 1/2" METAL STUD6" METAL STUDINTUS SUPERA WINDOW2x3 BLOCKINGPRECAST SILLE311/2" JOINT SEALANT W/ BACKER RODPREFINISHED METAL SILL FLASHINGCAULK2x6 STUD WALL, R-21 BATT INSULATION5/8" GWBZIP FLASHING TAPE WRAPPED INSIDE ROUGHOPENING1SEAL PENETRATIONS OF AIR/VAPOR BARRIER W/ LIQUID FLASHING15TH FLOOR436.54'BRICK VENEERUPPER WINDOW TO BE FIXED GLASS2x6 STUD WALL7/16" SHEATHINGZIP R12 (R12.6)1/2" GYP. BD.1/2" RESILIENT CHANNELDOUBLE UP TRUSSES WHERE THE STEEL ANGLES ARE3/4" PLYWOOD DECKBATT INSULATION (R21)3/4" GYPSUM CONCRETE1/8" ACOUSTICAL UNDERLAYMENTFINISH FLOOR10" CHANNEL3'-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" WIDE4"x4"x3/8" STEEL ANGLES, EXTEND 12' INTO FLOORTHREE 2X8'S1'-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 ANGLES8"5/8" TYPE X GYPSUM BOARDZIP FLASHING TAPE WRAPPED INSIDE ROUGHOPENINGE8CPRIMED AND PAINTED WOOD TRIMPREFINISHED SILL FLASHING1/2" JOINT SEALANT W/ BACKER ROD13/4" BIRCH VENEERPREFINISHED METAL FLASHINGPRESSURE TREATED WOOD PLATE(PAINT TO MATCH WOOD TRIM)2x3 BLOCKINGPRESSURE TREATED WOOD PLATEMIN. R-15 INSULATION AT RIM BOARD1INTUS SUPERA WINDOWSEAL PENETRATIONS OF AIR/VAPOR BARRIER W/ LIQUID FLASHING1PREFINISHED METAL FLASHINGWEEPHOLESPREFINISHED METAL FLASHING15TH FLOOR436.54'1/2" RESILIENT CHANNEL3/4" PLYWOOD DECK3/4" GYPSUM CONCRETE1/8" ACOUSTICAL UNDERLAYMENTFINISH FLOORBOLT4 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 ANGLES4"x4"x3/8" STEEL ANGLES, EXTEND 12' INTO FLOOR5/8" TYPE X GYPSUM BOARD4TH FLOOR426.54'BRICK VENEERINTUS DOUBLE FRENCH DOORFLASHING2x6 STUD WALL7/16" SHEATHINGZIP R12 (R12.6)1/2" GYP. BD.1/2" RESILIENT CHANNELDOUBLE UP TRUSSES WHERE THE STEEL ANGLES ARE3/4" PLYWOOD DECK3/4" GYPSUM CONCRETE1/8" ACOUSTICAL UNDERLAYMENTFINISH FLOOR10" CHANNEL1/2" THICK STEEL PLATE, WELD TO I BEAM AND TO STEEL ANGLES. PLATE= 19" HIGH x 7" WIDE4"x4"x3/8" STEEL ANGLES, EXTEND 12' INTO FLOORTHREE 2X8'S5/8"1'-4 1/2"3/4"1/8"3/4"3/4"3"9"1" THICK STEEL PLATETURNBUCKLEBETWEEN EVERY OTHER JOIST, WELD A 3/8" STEEL PLATE TO THE LEGS OF BOTH ANGLESWEATHERSTRIPPINGSHIMFACE OF BRICK BEYONDCAST STONE SILL2"THRESHOLDSWEEPGUARDRAIL TO BE 1 1/2"x1 1/2"x3/16" STEEL FRAME WITH 2" SQUARE STAINLESS STEEL MESH5/8" TYPE X GYPSUM BOARDMIN. R-15 INSULATION AT RIM BOARD1PREFINISHED METAL FLASHINGWEEPHOLESSEAL PENETRATIONS OF AIR/VAPOR BARRIER W/ LIQUID FLASHING1ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTION1 1/2" = 1'-0"EXTERIOR SECTIONDETAILSA505Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1 1/2" = 1'-0"2SECTION DETAIL1 1/2" = 1'-0"1DETAIL @ ENTRANCE CANOPY1 1/2" = 1'-0"5SECTION DETAIL1 1/2" = 1'-0"3A505 - TRUSS CROSS SECTION1 1/2" = 1'-0"6DETAIL @ CANOPY ANCHOR JULIETTE BALC DOOR12.03.2020 90% CONSTRUCTION DOCUMENT SET12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET 5TH FLOOR436.54'PRECAST CONCRETE ROOF PAVER ONPEDESTALS, TYP.PRESSURE TREATED WOOD PLATE5/8" TYPE X GYPSUM BOARD1/2" RESILIENT CHANNELDIMENSIONAL LUMBER -SEE STRUCT. DRAWINGSDIMENSIONAL LUMBER -SEE STRUCT. DRAWINGSLVL -SEE STRUCTURAL DRAWINGS3/4" GYPSUM CONCRETE1/8" ACOUSTICAL UNDERLAYMENTPLYWOOD DECKING -SEE STRUCT. DWGSPLYWOOD DECKING -SEE STRUCT. DWGSFINISH FLOOR -SEE PLANTPO ROOF MEMBRANERIGID INSULATION -SLOPED @ MIN. OF 1/4" PERFOOT TO MIN. 4" THICKNESS @ ROOF DRAINS1/2" FIBERGLASS MAT GYPSUM ROOF COVERBOARD2" GEOFOAMZIP FLASHING TAPE WRAPPED INSIDE ROUGHOPENING1INTUS SUPERA DOOR5TH FLOOR436.54'TPO ROOF MEMBRANEDRAINAGE & PROTECTION BOARDSELF ADHERED MEMBRANE FLASHING DOWN TOOVERLAP HRA MEMBRANE AND UP WALL 8" MIN.ABOVE GRADE, TYP.DIMENSIONAL LUMBER -SEE STRUCT. DRAWINGSGREEN ROOF -SEE LANDSCAPE DRAWINGS5/8" TYPE X GYPSUM BOARDOPEN WEB JOISTS -SEE STRUCT. DWGSOPEN WEB JOISTS -SEE STRUCT. DWGS1/2" GYPSUM BOARD7/16" PLYWOOD SHEATHING1/2" RESILIENT CHANNEL3/4" GYPSUM CONCRETEPLYWOOD DECKING -SEE STRUCT. DWGS1/8" ACOUSTICAL UNDERLAYMENTFINISH FLOOR -SEE PLANBATT INSULATION -R21ZIP R-SHEATHING -R121/2" FIBERGLASS MAT GYPSUM ROOF COVERBOARDRIGID INSULATION -SLOPED @ MIN. OF 1/4" PERFOOT TO MIN. 4" THICKNESS @ ROOF DRAINS2" GEOFOAM5TH FLOOR436.54'2x6 STUD WALL, R-21 BATT INSULATIONDIMENSIONAL LUMBER -SEE STRUCTURALDRAWINGSPLYWOOD DECKING -SEE STRUCT. DWGSRIGID INSULATION -SLOPED @ MIN. OF 1/4" PERFOOT TO MIN. 4" THICKNESS @ ROOF DRAINS1/2" RESILIENT CHANNEL5/8" TYPE X GYPSUM BOARDVARIESTPO ROOF MEMBRANE1/2" FIBERGLASS MAT GYPSUM ROOF COVERBOARDPRECAST CONCRETE ROOF PAVER ONPEDESTALS, TYP.GREEN ROOF -SEE LANDSCAPE DRAWINGSDRAINAGE & PROTECTION BOARDDRAINAGE & PROTECTION BOARD2" GEOFOAMGEO-EDGEGEO-EDGE4TH FLOOR426.54'1 1/2" RIM BOARDZIP R-125/8" TYPE X GYPSUM BOARD5/8" GWB (TYPE X IN RATED LOCATIONS)DIMENSIONAL LUMBER -SEE STRUCT. DRAWINGS2x6 STUD WALL, R-21 BATT INSULATION7/16" PLYWOOD SHEATHINGZ-CLIPPLYWOOD DECKING -SEE STRUCT. DWGS1/8" ACOUSTICAL UNDERLAYMENTFINISH FLOOR -SEE PLAN3/4" GYPSUM CONCRETE7/8" CORRUGATED METAL PANEL1/2" RESILIENT CHANNELPRIMED AND PAINTED WOOD TRIM5/8" GWB (TYPE X IN RATED LOCATIONS)2x6 STUD WALL, R-21 BATT INSULATION7/8"2 1/2"6 1/2"MIN. R-15 INSULATION AT RIM BOARD12ND FLOOR406.54'HSS 2x2ZIP R-122x6 STUD WALL, R-21 BATT INSULATION5/8" GWB (TYPE X IN RATED LOCATIONS)12" PLANK -SEE STRUCT. DRAWINGSFINISH FLOOR -SEE PLANRIGID POLYISO INSULATION PANELSUSPENDED CEILING HANGER7/16" PLYWOOD SHEATHING3'-3"STEEL I-BEAM -REFER TO STRUCT. DWGSR-19 BATT INSULATION2'-0"7/8"2 1/2"6 5/8"7/8" CORRUGATED METAL PANELL6x4 STEEL ANGLEPRIMED AND PAINTED WOOD TRIMWRAP BOTTOM OF ZIP R-12 WITH ZIP FLASHING TAPE -TURN UP BEHIND SUPPORT ANGLE E8CSTRUCTURAL KICKER -SEE STRUCT. DWGS12ND FLOOR406.54'ZIP R-122x6 STUD WALL, R-21 BATT INSULATION5/8" GWB (TYPE X IN RATED LOCATIONS)12" PLANK -SEE STRUCT. DRAWINGSFINISH FLOOR -SEE PLANRIGID POLYISO INSULATION PANELSUSPENDED CEILING HANGERCEILING GRID PERIMETER SUPPORT ANGLE,ATTACHED TO STRUCTURE7/16" PLYWOOD SHEATHING3'-3"R-19 BATT INSULATIONMODULAR FACE BRICKWEEPHOLES2'-0"3 5/8"1"2 1/2"6"ZIP FLASHING TAPE OVER STRUCTURAL SUPPORT ANGLEC10 STEEL ANGLESTRUCTURAL SUPPORT ANGLE1STRUCTURAL KICKER -SEE STRUCT. DWGSHSS 2x25TH FLOOR436.54'CAP FLASHINGRIGID INSULATION -SLOPED @ MIN. OF 1/4" PERFOOT TO MIN. 4" THICKNESS @ ROOF DRAINS2x6 STUD WALL, R-21 BATT INSULATION1 1/2" RIM BOARD5/8" TYPE X GYPSUM BOARD1/2" RESILIENT CHANNEL2x6 STUD WALL, R-21 BATT INSULATIONOPEN WEB JOISTS -SEE STRUCT. DWGSZIP R-125/8" GWB (TYPE X IN RATED LOCATIONS)PLYWOOD DECKING -SEE STRUCT. DWGS1'-7 5/8"SOIL, MIN.4"ROOF MEMBRANEPROTECTION/DRAINAGE BOARDWOOD 2x10WOOD BLOCKING1/4" THICK STEEL PLATE, 7 1/2"x7 1/2" SQRCOUNTERSICK SCREW TO TOP OF PARAPET AS SHOWNPROVIDE SILICONE SEALANTAT EDGE OF PLATE AND OVER TOP OF SCREWS1'-1"3'-6"1" DIA. STEEL TUBE, WELD TO ADJACENT TUBE, PRIME + PAINTVERTICAL POSTS ABOUT 4'-0" O.C., SEE ELEVATIONSTYP1"TYP4" 1"A5125CONTINUE TPO MEMBRANE OVER PARAPET BLOCKING, BEHIND WOOD TRIM & OVERLAP FLASHING TAPEPROVIDE FLASHING TAPE OVER TOP OF ZIP-R & BEHIND STEEL CHANNELA5126MIN. R-15 INSULATION AT RIM BOARD4TH FLOOR426.54'OPEN WEB JOISTS -SEE STRUCT. DWGS1 1/2" RIM BOARDZIP R-121/2" RESILIENT CHANNEL5/8" TYPE X GYPSUM BOARD5/8" GWB (TYPE X IN RATED LOCATIONS)DIMENSIONAL LUMBER -SEE STRUCT. DRAWINGS2x6 STUD WALL, R-21 BATT INSULATION7/16" PLYWOOD SHEATHINGPLYWOOD DECKING -SEE STRUCT. DWGS1/8" ACOUSTICAL UNDERLAYMENTFINISH FLOOR -SEE PLAN3/4" GYPSUM CONCRETE7/8" CORRUGATED METAL PANELPREFINISHED METAL FLASHINGMIN. R-15 INSULATION AT RIM BOARD14TH FLOOR426.54'1/2" RESILIENT CHANNEL5/8" TYPE X GYPSUM BOARD5/8" GWB (TYPE X IN RATED LOCATIONS)3/4" GYPSUM CONCRETEPLYWOOD DECKING -SEE STRUCT. DWGS1/8" ACOUSTICAL UNDERLAYMENTFINISH FLOOR -SEE PLAN5/8" GWB (TYPE X IN RATED LOCATIONS)2x6 STUD WALL, R-21 BATT INSULATION7/16" PLYWOOD SHEATHINGZIP R-127/8" CORRUGATED METAL PANEL1 1/2" RIM BOARDOPEN WEB TRUSS - SEE STRUCT. DWGS7/8"2 1/2"6 1/2"MIN. R-15 INSULATION AT RIM BOARD14TH FLOOR426.54'1/2" RESILIENT CHANNEL5/8" TYPE X GYPSUM BOARDPLYWOOD DECKING -SEE STRUCT. DWGS1/8" ACOUSTICAL UNDERLAYMENTFINISH FLOOR -SEE PLAN1/2" GYPSUM BOARD2x6 STUD WALL, R-21 BATT INSULATION7/16" PLYWOOD SHEATHINGZIP R-121 1/2" RIM BOARDOPEN WEB TRUSS - SEE STRUCT. DWGSMODULAR FACE BRICK3/4" GYPSUM CONCRETE1MIN. R-15 INSULATION AT RIM BOARDSELF ADHERED MEMBRANE FLASHINGPREFINISHED METAL FLASHING5TH FLOOR436.54'1/2" RESILIENT CHANNEL5/8" TYPE X GYPSUM BOARD5/8" GWB (TYPE X IN RATED LOCATIONS)3/4" GYPSUM CONCRETEPLYWOOD DECKING -SEE STRUCT. DWGS1/8" ACOUSTICAL UNDERLAYMENTFINISH FLOOR -SEE PLAN5/8" GWB (TYPE X IN RATED LOCATIONS)2x6 STUD WALL, R-21 BATT INSULATION7/16" PLYWOOD SHEATHINGZIP R-12BRICK TIE W/ GASKETED FASTENERS @ 16" O.C.VERT. TYPPREFINISHED METAL FLASHINGC8 STEEL CHANNELSELF ADHERED MEMBRANE FLASHINGMODULAR FACE BRICK3 5/8"1"2 1/2"5 7/8"5/8"MIN. R-15 INSULATION AT RIM BOARD1ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTION1 1/2" = 1'-0"EXTERIOR SECTIONDETAILSA506Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1 1/2" = 1'-0"8DETAIL @ 5TH FLR TERRACE - THRESHOLD/RAMP1 1/2" = 1'-0"6DETAIL @ 5TH FLOOR TERRACE1 1/2" = 1'-0"9DETAIL @ 5TH FLOOR ROOF TERRACE1 1/2" = 1'-0"5SECTION DETAIL1 1/2" = 1'-0"7SECTION DETAIL1 1/2" = 1'-0"11SECTION DETAIL1 1/2" = 1'-0"10SECTION DETAIL1 1/2" = 1'-0"1SECTION DETAIL1 1/2" = 1'-0"2SECTION DETAIL1 1/2" = 1'-0"3SECTION DETAIL1 1/2" = 1'-0"4SECTION DETAIL12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET 3RD FLOOR416.54'3RD FLOOR416.54'FINISH FLOOR -SEE PLAN1/2" RESILIENT CHANNELPLYWOOD DECKING -SEE STRUCT. DWGS3/4" GYPSUM CONCRETE1/8" ACOUSTICAL UNDERLAYMENTEXISTING MASONRY WALLBATT INSULATION5/8" TYPE X GYPSUM BOARD7/16" PLYWOOD SHEATHINGPARGE COAT, AS AIR BARRIER5/8" GWB5/8" GWBMIN. R-15 INSULATION AT RIM BOARD2ND FLOOR406.54'EXISTING MASONRY WALLCONCRETE TOPPING -SEE STRUCT. DWGS.FINISH FLOOR -SEE PLAN2x6 STUD WALL, R-21 BATT INSULATION7/16" PLYWOOD SHEATHINGSTEEL I-BEAM -SEE STRUCTURAL DRAWINGS2" RIGID INSULATION2" SPRAY-ON FIRE PROOFING, 3HR2 1/2" MTL STUD5/8" GWB1/2" GYPSUM BOARDPARGE COAT, AS AIR BARRIER2" RIGID INSULATIONAIR BARRIER2 1/2" MTL STUD5/8" GWB3 5/8" DEFLECTION CHANNEL5/8" FIBERGLASS REINFORCED SHEATHING3 5/8" METAL STUD FURRINGR-19 BATT INSULATION3/8" STEEL PLATE2ND FLOOR406.54'CONCRETE TOPPING -SEE STRUCT. DWGS.FINISH FLOOR -SEE PLANR-19 BATT INSULATIONEXISTING MASONRYKAWNEER 601UT STOREFRONT1'-3"9 5/8"2x6 STUD WALL, R-21 BATT INSULATION5/8" GWB7/16" PLYWOOD SHEATHING2 1/2" MTL STUDSTEEL BEAM -SEE STRUCT. DWGS5/8" GWBSTAINLESS STEEL AWNING1'-1 5/16"(V.I.F.) 2"7/16"5 1/2" 5/8"HEADER -SEE STRUCT. DWGS.PREFINISHED METAL FLASHINGHSS TUBE FRAMING -ATTACH TO MASONRY AT STOREFRONT JAMBSSTEEL ANGLES WELDED TO STRUCTURAL STEEL2" RIGID INSULATIONTAPE @ INTERIOR SEAMS11ST FLOOR394.54'1/2" GYPSUM BOARDPARGE COAT, AS AIR BARRIER2" RIGID INSULATION3 5/8" METAL STUD FURRINGFINISH FLOOR -SEE PLAN6" SLAB -SEE STRUCT. DWGSGRADE BEAM -SEE STRUCT. DWGS5/8" FIBERGLASS REINFORCED SHEATHINGEXISTING MASONRY WALLEXISTING STONE FOUNDATIONEXTERIOR GRADE -VARIES2'-2 7/8"3/4" BIRCH VENEERPRECAST SILLKAWNEER 601UT STOREFRONTR-15 BATT INSULATION1 1/2" RIGID INSULATION1/2" PLYWOOD1 5/8" STUD2 1/2" GRAPHITE EPS INSULATION, R-15 PARGE COAT, AS AIR BARRIER2ND FLOOR406.54'CONCRETE TOPPING -SEE STRUCT. DWGS.FINISH FLOOR -SEE PLANSTEEL I-BEAM -SEE STRUCTURAL DRAWINGS2" RIGID INSULATION2" SPRAY-ON FIRE PROOFING, 3HR2 1/2" MTL STUD5/8" GWB2 1/2" MTL STUD5/8" GWBANDERSEN DOUBLE FRENCH DOORGUARDRAIL TO BE 1 1/2"x1 1/2"x3/16" STEEL FRAME WITH 2" SQUARE STAINLESS STEEL MESHC8 STEEL CHANNELEXISTING MASONRYKAWNEER 601UT STOREFRONT1'-3"9 1/8"1'-0 9/16"PRECAST SILLMIN. R-19 BATT INSULATIONHEADER -SEE STRUCT. DWGS.STEEL ANGLES WELDED TO STRUCTURAL STEELPARGE COAT, AS AIR BARRIER PAINTED WOOD FILLER PIECE AT ARCHEXISTING BRICK WALL, THICKNESS VARIES1 1/2" RIM BOARDCORNER BEAD5/8" TYPE X GYPSUM BOARDRESILIENT CHANNELWOOD TRUSS(DESIGNED BY OTHER)MIN. R-15 INSULATION AT RIM BOARD2" RIGID INSULATIONPREFINISHED METAL FLASHINGFLASHING TAPE113RD FLOOR416.54'FINISH FLOOR -SEE PLAN1/2" RESILIENT CHANNELPLYWOOD DECKING -SEE STRUCT. DWGS3/4" GYPSUM CONCRETE1/8" ACOUSTICAL UNDERLAYMENTEXISTING MASONRY WALL5/8" TYPE X GYPSUM BOARDPARGE COAT, AS AIR BARRIER5/8" GWBPRECAST SILLPRECAST LINTEL3/4" BIRCH VENEERANDERSEN DOUBLE FRENCH DOORGUARDRAIL TO BE 1 1/2"x1 1/2"x3/16" STEEL FRAME WITH 2" SQUARE STAINLESS STEEL MESHANDERSEN DOUBLE FRENCH DOORPREFINISHED METAL FLASHING9/16"2 11/16"1'-2 3/16"MIN. R-15 INSULATION AT RIM BOARDTREATED WOOD BLOCKINGANDERSON E SERIES WOOD SINGLE HUNG3/4" BIRCH VENEER5/8" GWBALL 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 ARCHEXISTING BRICK WALL, THICKNESS VARIES1 1/2" RIM BOARDCORNER BEAD5/8" TYPE X GYPSUM BOARDRESILIENT CHANNELWOOD TRUSS(DESIGNED BY OTHER)CAULKMETAL FLASHINGFLASHING TAPEMIN. R-15 INSULATION AT RIM BOARD2" RIGID INSULATION2" RIGID INSULATIONPREFINISHED METAL FLASHINGFLASHING TAPE2x6 STUD WALL, R-21 BATT INSULATIONPRECAST SILLE31ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTION1 1/2" = 1'-0"EXTERIOR SECTIONDETAILSA507Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1 1/2" = 1'-0"3SECTION DETAIL1 1/2" = 1'-0"2SECTION DETAIL1 1/2" = 1'-0"4SECTION DETAIL1 1/2" = 1'-0"1SECTION DETAIL1 1/2" = 1'-0"6SECTION DETAIL1 1/2" = 1'-0"7SECTION DETAIL1 1/2" = 1'-0"5SECTION DETAIL12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET 4TH FLOOR426.54'1/8" ACOUSTICAL UNDERLAYMENTFINISH FLOOR -SEE PLAN3/4" GYPSUM CONCRETEEXISTING MASONRY WALL5/8" TYPE X GYPSUM BOARD5/8" GWB (TYPE X IN RATED LOCATIONS)2x8 FRAMING, SEE STRUCT. DWGSGREEN ROOF -SEE LANDSCAPE DRAWINGSPAVERSADJUSTABLE PAVER PEDESTALROOF DRAIN -SEE PLUMB. DRAWINGS1/2" FIBERGLASS MAT GYPSUM ROOF COVERBOARDTPO ROOF MEMBRANERIGID INSULATION -SLOPED @ MIN. OF 1/4" PERFOOT TO MIN. 4" THICKNESS @ ROOF DRAINS2" GEOFOAMDRAINAGE & PROTECTION BOARDGEO-EDGERAILINGPLYWOOD DECKING -SEE STRUCT. DWGS7/8" CORRUGATED METAL PANELCONTINUE TPO MEMBRANE UP PARAPET WALL AND OVER TOPPRESSURE TREATED WOOD PLATE3" CLOSED CELL SPRAY FOAM INSULATION1CONTINUE TPO MEMBRANE UP CURB AND INTO ROUGH OPENING -COVER WITH SILL PLATE114TH FLOOR426.54'5/8" TYPE X GYPSUM BOARD7/16" PLYWOOD SHEATHINGEXISTING MASONRY WALLFINISH FLOOR -SEE PLANDRAINAGE & PROTECTION BOARDGREEN ROOF -SEE LANDSCAPE DRAWINGS1/2" RESILIENT CHANNELPLYWOOD DECKING -SEE STRUCT. DWGS2x6 STUD WALL, R-21 BATT INSULATION1/2" GYPSUM BOARDPLYWOOD DECKING -SEE STRUCT. DWGS3/4" GYPSUM CONCRETE1/8" ACOUSTICAL UNDERLAYMENT5/8" GWBCONTINUE TPO MEMBRANE UP PARAPET WALL AND OVER TOP3" CLOSED CELL SPRAY FOAM INSULATION1CONTINUE TPO MEMBRANE UP WALL, UNDER FLASHING17/8" CORRUGATED METAL PANEL1PREFINISHED METAL FLASHINGOVERLAP METAL FLASHING W/ FLASHING TAPE15TH FLOOR436.54'EXTERIORINTERIORWOOD TRUSS(DESIGNED BY OTHERS)MCNICHOLS WIRE MESH STAINLESSSTEEL TYPE 304 WELDED, 2"X2" ITEM 38203500, WELD TO STEEL ANGLES1 1/2"x1 1/2"x1/4" STEEL CHANNEL, PRIME+PAINT, WELD TOGETHER1/4 TREATED WOOD DECKINGCOUNTER SINK SCREW CHANNEL TO 2x10 WOOD FRAMINGPAINTED 5/4 WOOD END BOARDTREATED WOOD 1x4'S, PAINT BLACK, PROVIDE 1/4" GAP BETWEEN BOARDSTEMPERED INSULATING GLASSWOOD BALCONY DOORWRAP FLASHING TAPE OVER BLOCKING -COVER WITH PREFINISHED METAL FLASHING & SILL PLATEALUMINUM THRESHOLDWOOD BLOCKING3/4" PLYWOOD DECK3/4" GYPSUM CONCRETEFINISH FLOOR7/8" CORRUGATED METAL PANELPREFINISHED METAL FLASHINGZIP R-127/16" PLYWOOD SHEATHING5/8" TYPE X GYPSUM BOARD5/8" GWB (TYPE X IN RATED LOCATIONS)1/2" RESILIENT CHANNEL2x6 STUD WALL, R-21 BATT INSULATION1 1/2" RIM BOARD1/8" ACOUSTICAL UNDERLAYMENTFIRE RETARDANT LUMBER TO BE USED FOR ALL STRUCTURAL COMPONENTS OF CANTILEVERED BALCONIES, TYP.11MIN. R-15 INSULATION AT RIM BOARD14TH FLOOR426.54'EXTERIORINTERIORWOOD TRUSS(DESIGNED BY OTHERS)MCNICHOLS WIRE MESH STAINLESSSTEEL TYPE 304 WELDED, 2"X2" ITEM 38203500, WELD TO STEEL ANGLES1 1/2"x1 1/2"x1/4" STEEL CHANNEL, PRIME+PAINT, WELD TOGETHER1/4 TREATED WOOD DECKINGCOUNTER SINK SCREW CHANNEL TO 2x10 WOOD FRAMINGPAINTED 5/4 WOOD END BOARDTREATED WOOD 1x4's, PAINT BLACK, PROVIDE 1/4" GAP BETWEEN BOARDSALL ACROSS THE BOTTOM OF THE BALCONYTEMPERED INSULATING GLASSWOOD BALCONY DOORFLASHINGALUMINUM THRESHOLDWOOD BLOCKING3 7/8"3'-6"3/4" PLYWOOD DECK3/4" GYPSUM CONCRETEFINISH FLOORPREFINISHED METAL FLASHINGMODULAR FACE BRICKZIP R-127/16" PLYWOOD SHEATHING5/8" TYPE X GYPSUM BOARD5/8" GWB (TYPE X IN RATED LOCATIONS)1/2" RESILIENT CHANNEL2x6 STUD WALL, R-21 BATT INSULATION1 1/2" RIM BOARD1/8" ACOUSTICAL UNDERLAYMENTFIRE RETARDANT LUMBER TO BE USED FOR ALL STRUCTURAL COMPONENTS OF CANTILEVERED BALCONIES, TYP.WRAP FLASHING TAPE OVER BLOCKING -COVER WITH PREFINISHED METAL FLASHING & SILL PLATEMIN. R-15 INSULATION AT RIM BOARD111ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTION1 1/2" = 1'-0"EXTERIOR SECTIONDETAILSA508Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1 1/2" = 1'-0"1DETAIL @ 4TH FLOOR TERRACE 21 1/2" = 1'-0"2DETAIL @ 4TH FLOOR TERRACE1 1/2" = 1'-0"4DETAIL @ BALCONY, DOOR SILL - MTL1 1/2" = 1'-0"3DETAIL @ BALCONY, DOOR SILL - BRICK12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET 3RD FLOOR416.54'EXTERIORINTERIORINTUS HOPPER WINDOWUPPER WINDOW TO BE FIXED GLASS3/4" BIRCH VENEER1'-0 1/8"5'-10"1'-6 1/4"1/2" RESILIENT CHANNEL5/8" TYPE X GYPSUM BOARDZIP R-121 1/2" RIM BOARDOPEN WEB TRUSS - SEE STRUCT. DWGS1/2" RESILIENT CHANNEL5/8" TYPE X GYPSUM BOARDPLYWOOD DECKING -SEE STRUCT. DWGS1/8" ACOUSTICAL UNDERLAYMENTFINISH FLOOR -SEE PLAN1/2" GYPSUM BOARD2x6 STUD WALL, R-21 BATT INSULATION7/16" PLYWOOD SHEATHINGZIP R-121 1/2" RIM BOARDOPEN WEB TRUSS - SEE STRUCT. DWGSMODULAR FACE BRICKA5122A51213/4" GYPSUM CONCRETE1MIN. R-15 INSULATION AT RIM BOARDMIN. R-15 INSULATION AT RIM BOARD1111METAL DRIP EDGE10" CHANNEL5/8" GWB (TYPE X IN RATED LOCATIONS)SELF ADHERED MEMBRANE FLASHINGPREFINISHED METAL FLASHINGCORNER BEADZIP FLASHING TAPE WRAPPED INSIDE ROUGHOPENING5/8" GWB (TYPE X IN RATED LOCATIONS)SELF ADHERED MEMBRANE FLASHINGPREFINISHED METAL FLASHINGZIP FLASHING TAPE WRAPPED INSIDE ROUGHOPENINGPREFINISHED SILL FLASHING11/2" JOINT SEALANT W/ BACKER RODE313RD FLOOR416.54'EXTERIORINTERIOR4 3/4"4 3/4"4 3/4"ALUMINUM EXTRUSION3/8" R6 1/2"2 1/2" DIA ALUMINUM TUBES3/4" BIRCH VENEEROPEN WEB JOISTS -SEE STRUCT. DWGS1 1/2" RIM BOARDZIP R-121/2" RESILIENT CHANNEL5/8" TYPE X GYPSUM BOARD5/8" GWB (TYPE X IN RATED LOCATIONS)INTUS SUPERA WINDOW7/8" CORRUGATED METAL PANELPRIMED AND PAINTED WOOD TRIMOPEN WEB JOISTS -SEE STRUCT. DWGS1 1/2" RIM BOARDZIP R-121/2" RESILIENT CHANNEL5/8" TYPE X GYPSUM BOARD2x6 STUD WALL, R-21 BATT INSULATION7/16" PLYWOOD SHEATHINGPLYWOOD DECKING -SEE STRUCT. DWGS1/8" ACOUSTICAL UNDERLAYMENTFINISH FLOOR -SEE PLAN3/4" GYPSUM CONCRETE7/8" CORRUGATED METAL PANEL5/8" GWB (TYPE X IN RATED LOCATIONS)PREFINISHED METAL FLASHINGMIN. R-15 INSULATION AT RIM BOARDMIN. R-15 INSULATION AT RIM BOARD1E8CZIP FLASHING TAPE WRAPPED INSIDE ROUGHOPENINGPREFINISHED SILL FLASHING1/2" JOINT SEALANT W/ BACKER RODCAULK1CORNER BEAD11ZIP FLASHING TAPE WRAPPED INSIDE ROUGHOPENING1'-0 1/8"5'-10"1'-6 1/4"1ZIP FLASHING TAPE WRAPPED INSIDE ROUGHOPENING3RD FLOOR416.54'3/4" BIRCH VENEER1 1/2" RIM BOARDZIP R-121/2" RESILIENT CHANNEL5/8" TYPE X GYPSUM BOARD5/8" GWB (TYPE X IN RATED LOCATIONS)DIMENSIONAL LUMBER -SEE STRUCT. DRAWINGSINTUS SUPERA WINDOW7/8" CORRUGATED METAL PANELPRIMED AND PAINTED WOOD TRIMOPEN WEB JOISTS -SEE STRUCT. DWGS1 1/2" RIM BOARDZIP R-121/2" RESILIENT CHANNEL5/8" TYPE X GYPSUM BOARD5/8" GWB (TYPE X IN RATED LOCATIONS)DIMENSIONAL LUMBER -SEE STRUCT. DRAWINGS2x6 STUD WALL, R-21 BATT INSULATION7/16" PLYWOOD SHEATHINGPLYWOOD DECKING -SEE STRUCT. DWGS1/8" ACOUSTICAL UNDERLAYMENTFINISH FLOOR -SEE PLAN3/4" GYPSUM CONCRETE7/8" CORRUGATED METAL PANEL5/8" GWB (TYPE X IN RATED LOCATIONS)1'-0 1/8"5'-10"1'-6 1/4"A5124A5123PREFINISHED METAL FLASHINGMIN. R-15 INSULATION AT RIM BOARDMIN. R-15 INSULATION AT RIM BOARD1E8CZIP FLASHING TAPE WRAPPED INSIDE ROUGHOPENINGPREFINISHED SILL FLASHING11/2" JOINT SEALANT W/ BACKER RODCAULK1CORNER BEAD1ZIP FLASHING TAPE WRAPPED INSIDE ROUGHOPENING114TH FLOOR426.54'2-1/4" "SOAP" FACE BRICKBRICK VENEER10 11/16"26 BRICKS + 26 JOINTS5'-9 3/8"5 5/16"13 BRICKS + 13 JOINTS2'-10 11/16"10" CHANNELPRECAST SILL1 1/2" RIM BOARDZIP R-127/16" PLYWOOD SHEATHING2x6 STUD WALL, R-21 BATT INSULATIONPLYWOOD DECKING -SEE STRUCT. DWGS3/4" GYPSUM CONCRETE1/8" ACOUSTICAL UNDERLAYMENTFINISH FLOOR -SEE PLAN5/8" GWB5/8" GWB (TYPE X IN RATED LOCATIONS)1/2" RESILIENT CHANNEL2x6 STUD WALL, R-21 BATT INSULATION5/8" GWB (TYPE X IN RATED LOCATIONS)5/8" TYPE X GYPSUM BOARDPREFINISHED METAL FLASHINGMIN. R-15 INSULATION AT RIM BOARD1E321ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTION1 1/2" = 1'-0"EXTERIOR SECTIONDETAILSA509Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1 1/2" = 1'-0"3SECTION DETAIL1 1/2" = 1'-0"1SECTION DETAIL1 1/2" = 1'-0"2SECTION DETAIL1 1/2" = 1'-0"4DETAIL @ BRICK INSET12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET SCHED. BRICK VENEERBRICK TIE W/ GASKETED FASTENERS @ 16" O.C.VERT, TYPMTL ENCLOSURE PIECE3"GYP BD2X6 WOOD STUDSBATT INSULATIONSHEATHINGCAULK7/8" CORRUGATED METAL SIDING2x4 WOOD TRIMZIP R-12INTERIOREXTERIOR7/8" CORRUGATED METAL SIDING5/8" GWB(CENTER ON MULLION)2x4 STUD WALLR-19 BATT INSULATION3/4" BIRCH VENEERCAULK2x6 STUDZIP R-127/16" PLYWOOD SHEATHING2x6 STUD WALL, R-21 BATT INSULATIONJOINT SEALANT W/ BACKER RODZIP FLASHING TAPE WRAPPED INSIDE ROUGHOPENING5/8" GWBFIXED PANEL W/ SPANDREL GLASS @ SHADOW BOX1SCHED. BRICK VENEERBRICK TIE W/ GASKETED FASTENERS @ 16" O.C.VERT, TYPINTERIOREXTERIORA51045/8" GWB2x6 STUD WALL, R-21 BATT INSULATION7/16" PLYWOOD SHEATHINGZIP R-123/4" BIRCH VENEERINTUS SUPERA WINDOWEXTERIOR MUNTINFIXED PANEL W/ SPANDREL GLASS @ SHADOW BOXZIP FLASHING TAPE WRAPPED INSIDE ROUGHOPENINGJOINT SEALANT W/ BACKER RODCAULK1(CENTER ON MULLION)2x6 STUD2x4 STUD WALLR-19 BATT INSULATION5/8" GWBWOOD STUD6" (2.0 OR 2.3 PCF) MINERAL FIBER INSULATION IN CAVITY1 LAYER 5/8" TYPE X GYPSUM BOARD1 LAYER 1/2" ACOUSTICALLY ENHANCED GYPSUM BOARD (SOUNDBREAK XP OR SIM.)7/16" PLYWOODMETAL C-H STUD(2) LAYERS 1/2" TYPE X GYPSUM BOARD1" GYPSUM BOARD SHAFT LINERUL APPROVED BATT INSULATION AT WALL TYPE 23B3" EXHAUST PIPE, WRAPPED IN 2" INSULATION & 1 LAYER OF TINCORRIDORCORRIDOR1/8"5/8"INTERIOR1/2"1'-6 3/4"1'-3 3/4"5/8" TYPE X GYPSUM BOARDW12x65 -REFER TO STRUCT. DWGS1 5/8" STEEL STUDS2" SPRAY-ON FIRE PROOFING, 3HRW12x65 -REFER TO STRUCT. DWGS2"1'-0"2"2" 1'-0 1/8" 2"CONCRETE ENCASED WIDE FLANGE COLUMN1'-4"1'-4 1/8"EMBEDDED STEEL CORNER GUARDS36" TALL, 6" A.F.F.LOCATE ON DRIVE-AISLE SIDE OF COLUMN4"1/4"CONCRETE REINFORCEMENT AS NECESSARY CAULK7/8" CORRUGATED METAL SIDINGINTERIOR1 1/2"x1 1/2"x1/4" STEEL ANGLE FRAME FOR GUARDRAIL1 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 BELOWMCNICHOLS WIRE MESH STAINLESS STEEL TYPE 304 WELDED, 2"X2" ITEM 38203500, WELD TO STEEL ANGLESSTEEL 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. EQEQ3/4" BIRCH VENEERDIMENSIONAL LUMBER -SEE STRUCT. DRAWINGS5/8" GWB2x6 STUD WALL, R-21 BATT INSULATIONZIP R-127/16" PLYWOOD SHEATHINGZIP FLASHING TAPE WRAPPED INSIDE ROUGHOPENINGINTUS SUPERA WINDOWCAULK1ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTIONAs indicatedPLAN DETAILSA510Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT3" = 1'-0"1PLAN DETAIL @ BRICK & METAL SIDING JOINT3" = 1'-0"2PLAN DET. @ BLANKED OFF WINDOW (@ MTL FACADE)3" = 1'-0"3PLAN DET. @ BLANKED OFF WINDOW (@ BRICK FACADE)1 1/2" = 1'-0"5GENERATOR EXHAUST SHAFT PLAN DETAIL12" = 1'-0"4MUNTIN PLAN DETAIL1 1/2" = 1'-0"63HR RATED COLUMN - UL DESIGN BXUV.X5101 1/2" = 1'-0"73HR RATED COLUMN - UL DESIGN BXUV.X7901 1/2" = 1'-0"83HR RATED COLUMN - PARKING AREA3" = 1'-0"9TYPICAL BALCONY RAILING PLAN DETAIL12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET 1A5112A5114A511Sim5A511Sim1"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 BOARDR-19 BATT INSULATION1/2" BOLTS WELD TO BACK OF STEEL CHANNEL1/2" BOLTS, WELD TO BACK OF STEEL CHANNEL1/2" STEEL PLATE CONTINUOUSLY WELDEDGE OF STEEL BASEPLATEPRECAST CONCRETE BASE BELOW1/4" STEEL PLATEKAWNEER ANODIZED STOREFRONT WINDOWPRECAST CONCRETE BASE BELOWPROPERTY LINE1" 2 9/16" 1"8" METAL STUDKAWNEER ANODIZED STOREFRONT WINDOW6" METAL STUD1/2" GYPSUM BOARD6" METAL STUD1"2 9/16"1"3 5/8" STRUCTURAL STUD4 1/4"9 5/16"1/2"3 1/2"11 3/4"3 1/2"1/2"1/2"6" METAL STUD13 5/8" STRUCTURAL STUDR-13 BATT INSULATION1ST FLOOR394.54'SIDEWALK, SLOPE DOWN AWAY FROM BUILDINGFLASHINGSLAB ON GRADECORK EXPANSION JOINT FILLERGRADE BEAM (SEE STRUCTUAL DWGS)6" REINFORCED CMU1/4" THICK STEEL PLATE6"5/8"2 1/2"3/8"1/2"3 1/4"5/8"PROPERTY LINEDECORATIVE BOLT1/2" THICK STEEL PLATE1 1/4" DIA. ROUND DEPRESSION IN CONCRETE, 1/4" DEEPPRECAST CONCRETE PANEL TO DUPLICATE THE LOOK OF CAST-IN-PLACE CONCRETE2 BOLTS EVERY 2' OF HEIGHT, WELD TO BACK OF STEEL CHANNEL6" METAL STUD WALL WITH R-19 BATT INSULATION5/8" FIBERGLASS REINFORCED SHEATHINGZIP R-125/8" FIBERGLASS REINFORCED SHEATHINGR-13 BATT INSULATION3/8" EPOXY MORTAR1'-7"2"3/4"1/2"9/16"7/16"6"5/8"1/16"5 5/8"3/8"1 1/2"2ND FLOOR406.54'ZIP R-122x6 STUD WALL, R-21 BATT INSULATION5/8" GWB (TYPE X IN RATED LOCATIONS)FINISH FLOOR -SEE PLAN1/4" THICK STEEL PLATE1/2" THICK STEEL PLATE2" x 4" PRESSURE TREATED PINE TRIM, PRIMED + PAINTEDPREFINISHED METAL FLASHINGSTEEL BEAM WITH 3 HOUR FIREPROOFING -SEE STRUCTURAL DWGS6" METAL STUD WALL WITH R-19 BATT INSULATIONPROPERTY LINECORRUGATED METAL PANEL5/8" FIBERGLASS REINFORCED SHEATHINGEDGE OF CONCRETE SLAB5/8"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 SHEATHING2'-0 3/8"2"4"8"R-19 BATT INSULATIONSHIM1/2" BOLTS, WELD TO BACK OF STEEL CHANNEL1/2" STEEL PLATE CONTINUOUSLY WELD1/2" STEEL PLATEPROPERTY LINE3/8"6 1/2"1/2"1'-6 3/4"1/2"6 1/2"3/8"EXT. SILICONE SEALANTCLIP3 1/2"11 3/4"3 1/2"13 5/8" STRUCTURAL STUD6" METAL STUDKAWNEER ANODIZED STOREFRONT WINDOW9 3/4"1/2"5/16"2"1 1/4"1"1/2" GYPSUM BOARDR-19 BATT INSULATIONSHIM1/2" BOLTS, WELD TO BACK OF STEEL CHANNEL1/2" STEEL PLATE CONTINUOUSLY WELD1/4" STEEL PLATEEXT. SILICONE SEALANTZIP R-12PRECAST CONCRETE BASE BELOW6" METAL STUD6" METAL STUD5/8" FIBERGLASS REINFORCED SHEATHINGPROPERTY LINE3 5/8" STRUCTURAL STUDR-13 BATT INSULATION11"1"1"1/2"3 1/2"11 3/4"3 1/2"1/2"1"ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTIONAs indicatedSTEEL COLUMN DETAILSA511Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1" = 1'-0"6GROUND FLOOR PILASTER3" = 1'-0"31ST FLOOR STEEL COLUMN PLAN AT CORNER3" = 1'-0"4STATE STREET BASE @ STEEL COLUMN3" = 1'-0"5SECTION DETAIL AT TOP OF STEEL COLUMNS (BB)3" = 1'-0"2PLAN DETAIL AT STEEL COLUMN CAPITAL3" = 1'-0"11ST FLOOR STEEL COLUMN PLAN1 03.11.2021 100% CONSTRUCTION DOCUMENT SET UPPER WINDOW TO BE FIXED GLASS1/2" RESILIENT CHANNEL5/8" TYPE X GYPSUM BOARDZIP R-121 1/2" RIM BOARDOPEN WEB TRUSS - SEE STRUCT. DWGSMIN. R-15 INSULATION AT RIM BOARDMETAL DRIP EDGE10" CHANNEL5/8" GWB (TYPE X IN RATED LOCATIONS)SELF ADHERED MEMBRANE FLASHINGPREFINISHED METAL FLASHINGCORNER BEADZIP FLASHING TAPE WRAPPED INSIDE ROUGHOPENING3/4" BIRCH VENEER2 1/4"PLYWOOD DECKING -SEE STRUCT. DWGS1/8" ACOUSTICAL UNDERLAYMENTFINISH FLOOR -SEE PLAN1/2" GYPSUM BOARD2x6 STUD WALL, R-21 BATT INSULATION7/16" PLYWOOD SHEATHINGZIP R-12OPEN WEB TRUSS - SEE STRUCT. DWGSMODULAR FACE BRICK1/2"5 1/2"1/2"2 1/2"3/4" GYPSUM CONCRETEMIN. R-15 INSULATION AT RIM BOARD3/4" BIRCH VENEERZIP FLASHING TAPE WRAPPED INSIDE ROUGHOPENINGPREFINISHED SILL FLASHING1/2" JOINT SEALANT W/ BACKER RODE313/4" BIRCH VENEERPRIMED AND PAINTED WOOD TRIM2x6 STUD WALL, R-21 BATT INSULATION7/16" PLYWOOD SHEATHINGPLYWOOD DECKING -SEE STRUCT. DWGS1/8" ACOUSTICAL UNDERLAYMENTFINISH FLOOR -SEE PLAN3/4" GYPSUM CONCRETE5/8" GWB (TYPE X IN RATED LOCATIONS)BACKER ROD AND SEALANT5/8"5 1/2"3/8"2 1/2"7/8"E8COPEN WEB JOISTS -SEE STRUCT. DWGS1 1/2" RIM BOARDZIP R-121/2" RESILIENT CHANNEL5/8" TYPE X GYPSUM BOARD5/8" GWB (TYPE X IN RATED LOCATIONS)7/8" CORRUGATED METAL PANELPREFINISHED METAL FLASHINGINTUS SUPERA WINDOWMIN. R-15 INSULATION AT RIM BOARDCORNER BEADZIP FLASHING TAPE WRAPPED INSIDE ROUGHOPENINGZIP FLASHING TAPE WRAPPED INSIDE ROUGHOPENING1'-7 5/8"SOIL, MIN.4"CAP FLASHINGWOOD 2x10WOOD BLOCKING1/4" THICK STEEL PLATE, 7 1/2"x7 1/2" SQRCOUNTERSICK SCREW TO TOP OF PARAPET AS SHOWNPROVIDE SILICONE SEALANTAT EDGE OF PLATE AND OVER TOP OF SCREWSPROVIDE FLASHING TAPE OVER TOP OF ZIP-R & BEHIND STEEL CHANNEL1'-1"BRICK TIE W/ GASKETED FASTENERS @ 16" O.C.VERT. TYPPLYWOOD DECKING -SEE STRUCT. DWGSRIGID INSULATION -SLOPED @ MIN. OF 1/4" PERFOOT TO MIN. 4" THICKNESS @ ROOF DRAINS2x6 STUD WALL, R-21 BATT INSULATIONPRESSURE TREATED WOOD PLATETPO ROOF MEMBRANEDRAINAGE & PROTECTION BOARD11'-7 5/8"SOIL, MIN.4"CAP FLASHINGTPO ROOF MEMBRANEPROTECTION/DRAINAGE BOARDWOOD 2x10WOOD BLOCKING1/4" THICK STEEL PLATE, 7 1/2"x7 1/2" SQRCOUNTERSICK SCREW TO TOP OF PARAPET AS SHOWNPROVIDE SILICONE SEALANTAT EDGE OF PLATE AND OVER TOP OF SCREWSPROVIDE FLASHING TAPE OVER BLOCKING, UNDER TPO MEMBRANE1'-1"BRICK TIE W/ GASKETED FASTENERS @ 16" O.C.VERT. TYPPLYWOOD DECKING -SEE STRUCT. DWGSRIGID INSULATION -SLOPED @ MIN. OF 1/4" PERFOOT TO MIN. 4" THICKNESS @ ROOF DRAINS2x6 STUD WALL, R-21 BATT INSULATIONPRESSURE TREATED WOOD PLATEERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTION3" = 1'-0"ENLARGED EXTERIORSECTION DETAILSA512Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT3" = 1'-0"2ENLARGED DETAIL @ BRICK WINDOW HEAD3" = 1'-0"1ENLARGED DETAIL @ BRICK WINDOW SILL3" = 1'-0"3ENLARGED DETAIL @METAL PANEL WINDOW SILL3" = 1'-0"4ENLARGED DETAIL @METAL PANEL WINDOW HEAD3" = 1'-0"5ENLARGED DETAIL @ BRICK PARAPET, NORTH WALL3" = 1'-0"6ENLARGED DETAIL @ BRICK PARAPET, TYP.11 03.11.2021 100% CONSTRUCTION DOCUMENT SET 3 1/2"1 1/2"4x4 HORIZONTAL TRIMPRESSURE TREATED, PAINTED PINE TRIM.*LENGTHS VARY -SEE ELEVATIONS2x4 VERTICAL TRIM -ALIGNED WITH CORRUGATED RIBS (TYP.)PRESSURE TREATED, PAINTED PINE TRIM.*LENGTHS VARY -SEE ELEVATIONS1/2"1/2"3"1/4"3 1/8"3/8"3 3/4"* 3" @ EAST FACADE ONLY - SEE 2/A2024"1 1/2"1 1/2"2x2 HORIZONTAL TRIMPRESSURE TREATED, PAINTED PINE TRIM.*LENGTHS VARY -SEE ELEVATIONS3 1/2"1 1/2"2x4 VERTICAL TRIM - CENTERED BETWEEN CORRUGATED RIBS (ALT.)PRESSURE TREATED, PAINTED PINE TRIM..*LENGTHS VARY -SEE ELEVATIONS3/4" STEEL TUBEPARAPET TRIMPRESSURE TREATED, PAINTED PINE TRIM.LENGTHS VARY -SEE ELEVATIONS1/4"4 1/4"3/8"4 7/8"1/2"1/2"4 1/2"* 4" @ EAST FACADE ONLY - SEE 1/A2025 1/2"PRECAST SILL @ WINDOWPRECAST CONCRETE SILL AT NEW MASONRY.ASSOCIATED WINDOWS & LENGTHS:3'-6" @ W-16, W175'-0" @ W187'-2" @ W208'-8" @ W4, W8, W9, W101/2"1/2"4"5"1/4"3 7/16"1/2"4 3/16"PRECAST SILL @ INSET BRICKPRECAST CONCRETE SILL AT MASONRY INSETS. LENGTHS PER WIDTH OF INSET:6'-0" @ E29b8'-8" @ E291/2" 1/2" 4"1/4"3 7/16"1/4"1"4 15/16"5"2 1/4"PRECAST SILL @ STOREFRONTPRECAST CONCRETE SILL AT EXISTING MASONRY.ASSOCIATED STOREFRONTS & LENGTHS :10'-6 1/4" @ S1312'-4" @ S144 1/4" 3/4"5"E8CE8BE8BE8E31E32E33E8AALT.1/2" 1/2" 4 3/8"5 3/8"PRECAST SILL @ JULIETSPRECAST CONCRETE SILL AT JULIET BALCONIES IN EXISTING MASONRY. LENGTH:6'-10" @ W19, W202 3/4"1/2"3 1/4"1/2"1/2"1'-1 1/4"1'-2 1/4"E34ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTION6" = 1'-0"FACADE TRIM PROFILESA515Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT11 03.11.2021 100% CONSTRUCTION DOCUMENT SET ICC/ANSI A117.1-2009ELEMENTREQM'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/SINKMIRROR(NO DISTINCTION BETWEEN OPTION "A" AND OPTION "B" BATHROOMS)*NO REQUIREMENT FOR MIRRORS.BATH TUBMOST 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/ BLOCKINGWALL 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 PAPERHOLDERGRAB BARTOWEL BARCURTAIN RODSOAP DISHSHOWER CONTROLSHOWER HEADROBE HOOKWATER CLOSETS/ TOILETSANSI 117.1 BATHROOM REQUIREMENTS FOR ACCESSIBLE APARTMENT UNITS -VERBAL INFORMATION2674265REQUIRED FOR POTENTIAL FUTUREGRAB BARS. SEE "GRAB BARS/BLOCKING" IN TABLE ABOVE ("ANSI 117.1 BATHROOM REQUIREMENTS FOR ACCESSIBLE APARTMENT UNITS") FOR SCOPING.MINIMUM BLOCKING SIZE6" X 24" X 16 GA. GALV.6" X 30" X 16 GA. GALV.6" x 36" X 16 GA. GALV. MARK GRAB BAR TYPE118" GRAB BAR224" GRAB BAR30" GRAB BAR36'-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" MAX39" MIN1'-0"42" MIN41" MAX.39" MIN.1'-6"36" MAX.33" MIN.36" MAX.33" MIN.10" MAX8"MINHEAD END24"MAXCONTROL END12"MAXREQUIREMENTS 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 ROOMSPOWDER 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" UNITSTURNAROUND 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 SHOWERSIZE: 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" MINIMUM-19" MAXIMUMTOILET SEAT TOP3'-0"(CONTROLS HEIGHT)NO PRESCRIBEDLIMITATION16"MIN-18"MAX1'-6" MIN CLRCABINET REMOVAL)2'-5" MIN CLR (AFTERRIM OR COUNTER2'-10" TO TOP OF SINKBOTTOM OF MIRROR3'-4" MAX TOIS TYPICALNO PRESCRIBED LIMITATION, BUT 2'-10"(BOTTOM OF MIRROR)NO PRESCRIBEDLIMITATIONFLOOR TO TOP OF SEAT15"-19" FROM FINISHED136" MAX.33" MIN.1'-6"41" MAX39" MIN1'-0"6" x 18" X 16 GA. GALV.12" GRAB BAR 24"MIN236" MAX33" MIN8A-HEAD END WALL(THE END OPPOSITE CONTROLS WALL)8B-BACK WALL8C-CONTROLS END WALL8. REQUIRED BLOCKING FOR POTENTIAL FUTURE GRAB BARS AT TUBSSCOPE: 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 WALL6. REQUIRED BLOCKING FOR POTENTIAL FUTURE GRAB BARS-AT ROLL-IN SHOWERSSCOPE: NONE. ALL OTHER SHOWERS ARE TRANSFER-TYPE.12"MIN24"MIN47A-BACK WALL7B-SIDE WALL7. REQUIRED BLOCKING FOR POTENTIAL FUTURE GRAB BARS AT TOILETSSCOPE: 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"MAXVIF24"MIN(4" MAX)MIN REASONABLE(2" MAX)MIN. REASONABLE2'-6"4"MAX8236" MAX.33" MIN.1'-6"18"MIN3"MIN-6"MAX36" MAX.33" MIN.VARIES(2" MAX)MIN REASONABLE5A-'SEAT' END WALL(THE END OPPOSITE CONTROLS WALL)5B-BACK WALL5C-CONTROLS END WALL5. REQUIRED BLOCKING FOR POTENTIAL FUTURE GRAB BARS-AT TRANSFER-TYPE SHOWERSSCOPE: AT SHOWERS AT ALL BATHROOMS IN WITH THIS TYPE.(NO GRAB BARS REQ'D AT THIS WALL, SO NO BLOCKING)4"MAX2VARIES5'-0"(CONTROLS WALL)3'-0"BLOCKING REQUIREMENTS FOR GRAB BARS99"2'-6"1'-6"1'-6"7C-BACK WALL-ALTERNATIVEU-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 & 1104.11.1.19SCOPE: ANSI A ACCESSIBLE BATHROOMS AND OTHER BATHROOMS THAT HAVE SUFFICIENT WALL SPACESCOPE: ANSI A ACCESSIBLE BATHROOMS AND OTHER BATHROOMS THAT HAVE SUFFICIENT WALL SPACESCOPE: 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 BAR548" GRAB BAR76" x 42" X 16 GA. GALV. 36" GRAB BAR66" x VARIES" X 16 GA. GALV.GRAB BAR OF VARIABLE LENGTH AT CONTROLS SIDE OF TRANSFER-TYPE SHOWER8THE VERTICAL BAR/BLOCKING IS NOT REQUIRED AT TOILETS IN ANSI "B" UNITSTHE HORIZONTAL BAR MAY BE 24" AT TOILETS WHICH LACK SUFFICIENT SIDE WALL SPACE FOR THE 42" SHOWNMINIMUM BLOCKING SIZEMARK GRAB BAR TYPE(NO GRAB BARS REQ'D AT THIS WALL, SO NO BLOCKING)FOLD-DOWN SEAT1A-TYPICAL PRIMARY 'WET WALL' ELEVATIONSCOPE: ANSI B ACCESSIBLE BATHROOMS3'-0" MAX1'-8"MINEQEQCONTROLS & SPOUT MUST BE LOCATED BETWEEN THE CENTERLINE AND OPEN SIDE OF THE TUB (NOT CENTERED)4" MIN - 9" MAX2C-TUB CONTROLS WALLSCOPE: TUBS AT ANSI A ACCESSIBLE BATHROOMS. THE CONTROLS GO ON A SIDE WALL (ADJACENT TO THE OPENING TO THE ROOM). EQEQMISC. REQUIREMENTS FOR ANSI "A" ACCESSIBLE BATHROOMSSCOPE: 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"MAXMIN 33"MISC. REQUIREMENTS FOR ANSI "B" ACCESSIBLE BATHROOMSSCOPE: 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 RESULT2'-0" MIN FROM SIDE WALLTO CL SINK - FAUCET & SINKFLUSH HANDLE ON 'OPEN' SIDE OF TOILET (SIDE OPPOSITE THE RETURN WALL)TO PROVIDE REMOVABLE CABINETVARIES - 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 DOORROD 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'DVANITY (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)EQEQCONTROLS MUST GO WITHIN THIS AREA (AT THE SIDE WALL OF THE SHOWER COMPARTMENT/OPEN SIDE OF THE SHOWER)2D-TRANSFER SHOWERSCOPE: 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 REQUIREMENTS3'-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 REQUIREMENTS3'-2"10"NO CURB IS ALLOWED AT ROLL-IN-TYPE SHOWERS -1/2" MAXIMUM THRESHOLD OR FLOOR LEVEL CHANGE2'-3"MAX1'-4"MINHAND SHOWER WITH 59" MIN. HOSE, ADAPTABLE AS EITHER A FIXED OVERHEAD SHOWER OR A HAND-HELD SHOWER, MOUNTED TO A VERTICAL BAR.FOLD-DOWN SEAT (AT END WALL)2B-SIDE WALL AT TOILETSCOPE: ANSI A ACCESSIBLE BATHROOMS. 2A-TYPICAL TOILET & VANITY WALLSCOPE: ANSI A ACCESSIBLE BATHROOMS. IN ANSI "A" BATHROOMS, TOILETS ARE IN A CORNER, WITH A RETURN WALL AT ONE SIDE OF THE TOILETANSI 117.1 BATHROOM REQUIREMENTS FOR ACCESSIBLE APARTMENT UNITS -GRAPHIC INFORMATIONMOUNTING HEIGHTS OF VARIOUS BATHROOM ACCESSORIESSCOPE: 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.123MANEUVERING 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 THEREMOVABLE 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 FAUCETOVER-VANITY MIRROR40" MAX. FROM TOP OF FLOOR FINISH TO LOWEST REFLECTIVE EDGE OF THE MIRROR34" 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 FASCIA30" MINIMUM CLEAR BETWEEN BRACKETS36" TYP/33" MIN (AS NECESSARY TO PROVIDE MIN 30" CLEAR BETWEEN BRACKETS FOR ROLL-UNDER SPACE)4. ISOMETRIC DIAGRAM OF REMOVABLE VANITYSCOPE: AT LAVATORIES OF ACCESSIBLE BATHROOMS IN ANSI "A" DWELLING UNITS.ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTIONAs indicatedTYPICAL KITCHEN ANDBATH REQUIREMENTSA600Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET A6011D1A1B1CB2TYPE 1A, 1C & 1D: 9'-11"TYPE 1A & 1C: 6'-0"VARIES2'-6"TYPE 1C: 0"TYPE 1A, 1B & 1D: 1'-0"5'-0"1'-6"VARIESREMOVABLE CABINET3'-0"TYPE 1B: 6'-0 3/8"TYPE 1B: 10'-2 3/4"TYPE 1D: 6'-2 3/4"B8B8FLOOR TILE START POINTB1B17B15B3B16AB26B25CB22REMOVABLE CABINET3'-0"8"3'-8"5 1/2"2'-10"3'-0" TYP.B29B29B30B30B7B15B3B7B16AB21B27B26B24B20B18B23B28B25A3'-0" TYP.3'-4"B22B4B9B4B9B26B15B20B25FB233'-0" TYP.B5A7'-0"3'-10"B1B15B4B9B26B25CB25BB20B25FB19B213'-0" TYP.4'-0"B5A3'-10"7'-0"7 1/2"6"1'-3" 7" 7"A6012A2D2B2C2A: 5'-4 5/8"TYPE 2A: 9'-3 1/2"TYPE 2D: 4'-0"TYPE 2A, 2B, 2C & 2E: 3'-6"VARIES1'-6"2'-6"VARIES5'-0"B2TYPE 2B, 2D & 2E: 5'-6"TYPE 2B & 2C: 9'-0"TYPE 2C: 5'-7 1/4"TYPE 2D: 9'-9 1/2"TYPE 2E: 9'-0 1/2"B8B81FLOOR TILE START POINTB1B4B16B17B7B3B15B21B20B26B22B23B9B5B25H2'-10"B25BB25CB30B30B29B29B4B15B20B9B26B23B57'-0"B25F3'-0" TYP.B19B26B15B4B20B21B9B27B244'-0"B25A3'-0" TYP.B15B3B7B16B18B28B263'-4"A6012.1A2.1C2.1D2.1BTYPE 2.1B: 11'-0 1/8"TYPE 2.1A: 11'-0"5'-6"5'-6"VARIES1'-6"2'-6"5'-0"B2B8B81FLOOR TILE START POINTB2B1B4B15B20B21B26B17B3B7B16B22B22B23B9B5B25HB25BB25CB30B30B29B29B29B29B4B15B20B9B26B23B57'-0"B25F3'-0" TYP.B15B4B20B19B19B27B21B9B27B244'-0"B25A3'-0" TYP.B3B7B15B26B18B283'-4"B16A6011.1D1.1A1.1B1.1CB21'-6"1'-6"REMOVABLE CABINET3'-0"2'-6"7'-5"9'-11"6'-0"B8B8FLOOR TILE START POINT8"3'-8"5 1/2"2'-10"B22B26B17B25CB15B1B16AB3REMOVABLE CABINET3'-0"3'-0" TYP.B30B30B29B29B7B23B21B27B24B28B15B4B20B3B7B16AB25CB25BB9B263'-0" TYP.B5A3'-4"3'-10"7'-0"7"7"1'-3"6" 7 1/2"B22B4B15B23B20B26B9B25F3'-0" TYP.B5A7'-0"3'-10"B1B15B4B19B25FB21B26B25AB20B93'-0" TYP.4'-0"B231. 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 & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTIONAs indicatedINTERIOR ELEVATIONS -BATHA601Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/2" = 1'-0"1BATH 1 PLAN - ANSI A1/2" = 1'-0"1ABATH 1 ELEVATION A1/2" = 1'-0"1BBATH 1 ELEVATION B1/2" = 1'-0"1CBATH 1 ELEVATION C1/2" = 1'-0"1DBATH 1 ELEVATION D1/2" = 1'-0"2BATH 2 PLAN1/2" = 1'-0"2ABATH 2 ELEVATION A1/2" = 1'-0"2BBATH 2 ELEVATION B1/2" = 1'-0"2CBATH 2 ELEVATION C1/2" = 1'-0"2DBATH 2 ELEVATION DBATH KEYNOTES1/2" = 1'-0"2.1BATH 2.1 PLAN1/2" = 1'-0"2.1ABATH 2.1 ELEVATION A1/2" = 1'-0"2.1BBATH 2.1 ELEVATION B1/2" = 1'-0"2.1CBATH 2.1 ELEVATION C1/2" = 1'-0"2.1DBATH 2.1 ELEVATION DB1 WATER CLOSET, American Standard Cadet 3FloWise “2989.101”; concealed trapway; ForUnits 211-216 only - American StandardYorkville VorMax "209AA137"; back outlet; Forall toilets American Standard TransitionalLuxury Seat w/ Slow Close & Everclean"5024A65G"; elongatedB2 VANITY SINK, Kohler Verticyl RectangleK-2882B3 SINK FAUCET, Delta "Trinsic" Model559LF-BLMPUB4 BATHTUB, American Standard “Princeton”;alcove type; porcelain enameled steel(“Americast”)B5 SHOWER & TUB SET, Delta "Trinsic" ModelT14459-BLB5A ANSI 'A' SHOWER SET, Delta "Trinsic" Model1701-BLB5B SHOWER SET ONLY, Delta "Trinsic" ModelT14259-BLB7 VANITY COUNTERTOP, Silestone, EtStatuario, polished; .75"/2cm thick; basiceased edgeB8 FLOOR LVT, Shaw Hard Surface, "IntrepidTile Plus", color Pebble, 12"x24"B9 SHOWER WALLPANEL, Mincey Marble"TS-CS: 4X15 Stacked", 32"x85.5" & 62"x85.5"B10 SHOWER BASE, Swan Corporation 32 x 48 in.Single Threshold SF03248MD.010B10A TRANSFER SHOWER BASE - SEE DETAILON A600 - American Standard A8009D-FCO,Acrylic 38" x 38" w/ center drainB11 FOLD-DOWN SHOWER SEAT @ ROLL-INSHOWER - INSTALLED UPON REQUESTB12 SHOWER DOOR, Coastal, Legend, 69"HB12A SHOWER DOOR @ ANSI TRANSFERSHOWER, Coastal, Legend 69" HB14 LOW PROFILE LINEAR FLOOR DRAINB15 4.5"H RUBBER WALL BASEB16 2'-7" H VANITY BASE CABINET, Italkraft M.C.LR65.SAB16A 2'-7" H REMOVABLE VANITY CABINET @ANSI 'A' BATHROOM, Italkraft M.C. LR65.SAB17 VANITY MIRROR, 30" x 44" Mirror Image"30084 Jordan", metal frame w/ matte blackfinishB18 TOILET PAPER HOLDER, Delta "Trinsic"Model 75950-BLB19 TOWEL ROD, Delta "Trinsic" Model759240-BL, 24"B20 TUB/ SHOWER ROD, Ikea Avesjoen, Black204.670.21B21 SCHLUTER TRIM, Schluter JOLLY, satinnickel finishB22 VANITY LIGHT, Mod Creations ModelNo.5469B23 RECESSED SHOWER LIGHT ASSCHEDULED, SEE RCP'SB24 BATHROOM DOOR, SEE PLANS & DOORSCHEDULEB25A REQ'D BLOCKING FOR 12" GRAB BARB25B REQ'D BLOCKING FOR 18" GRAB BARB25C REQ'D BLOCKING FOR 24" GRAB BARB25F REQ'D BLOCKING FOR 42" GRAB BARB25H REQ'D BLOCKING FOR U-SHAPE BAR, 30" x36" OVERALL X 16 GA. GALV.B26 PAINT ON GWB WALLB27 ROBE HOOK, Delta "Trinsic" Model 75935-BLB28 RECEPTACLE WITH COVER PLATEB29 DRAWER BASE CABINETSB30 6 5/16" FINGER PULLS, ZEN DESIGN,'SOTTILE' MATTE BLACKBATHROOM TYPE 1AAS 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, 3320 (4TH & 5TH FLOORS)27 (5TH), 30 (5TH)BATHROOM TYPE 1BAS SHOWN IN UNIT:05BATHROOM TYPE 1CAS SHOWN IN UNIT:10BATHROOM TYPE 1DAS SHOWN IN UNIT:22 (4TH & 5TH FLOORS)BATHROOM TYPE 2AAS SHOWN IN UNITS:06, 07BATHROOM TYPE 2BAS SHOWN IN UNITS:10, 18, 20, 2620 (4TH & 5TH FLOORS)BATHROOM TYPE 2CAS SHOWN IN UNIT:27BATHROOM TYPE 2DAS SHOWN IN UNIT:30BATHROOM TYPE 2EAS SHOWN IN UNIT:31BATHROOM TYPE 2.1AAS SHOWN IN UNIT: 208BATHROOM TYPE 2.1BAS SHOWN IN UNIT: 308, 408, 5081/2" = 1'-0"1.1BATH 1.1 PLAN - ANSI A1/2" = 1'-0"1.1ABATH 1.1 ELEVATION A1/2" = 1'-0"1.1BBATH 1.1 ELEVATION B1/2" = 1'-0"1.1CBATH 1.1 ELEVATION C1/2" = 1'-0"1.1DBATH 1.1 ELEVATION DBATHROOM TYPE 1,1AS SHOWN IN UNITS: 224111GENERAL NOTES12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET11 A6024A4B4C4DB2B144'-2"TYPE 4A & 4B: 6'-0"3'-0"TYPE 4B: 5'-0"TYPE 4A: 4'-0"VARIES1'-6"TYPE 4B: 11'-0"TYPE 4A: 10-0 1/2"B8B8FLOOR TILE START POINTB15B17B21B26B9B23B1B10B3B7B16B5B3'-10"7'-0"B223'-0" TYP.B25CB25BB25CB30B30B29B29B3B7B16B26B15B10B18B28B23B5B3'-7 1/4"B22B25B3'-0" TYP.B12B9B9B19B26B24B15B27B21B234'-0"B10B26B1B15B25FA6024.1A4.1B4.1C4.1D1'-6"1'-7 1/2"5'-9"3'-0"11'-10 1/2"B2B2B14B8B8FLOOR TILE START POINTB26B9B23B1B15B22B22B21B3B7B16B10B5B3'-10"7'-0"B25BB25C3'-0"B30B30B29B29B29B293'-0" TYP.2'-10 1/2"2'-10 1/2"B25CB12B26B18B23B10B28B3B7B16B5BB9B22B25B3'-0" TYP.3'-4"B19B19B26B24B9B21B15B27B104'-0"B1B26B1B15B25FA6025D5A5B5CTYPE 5A: 3'-0"TYPE 5C: 5'-0"TYPE 5B: 3'-6"1'-6"1'-6"TYPE 5A: 6'-0"TYPE 5A: 9'-0"B236" FINISH TO FINISH CLEAR3'-1"36" FINISH TO FINISH CLEAR3'-1"VARIESTYPE 5B: 7'-0"TYPE 5C: 8'-0"TYPE 5B: 6'-6"TYPE 5C: 7'-0"B8B81REMOVABLE CABINETFLOOR TILE START POINTB1B25CB26B17B3B7B16B21B9B10AB25BB25CREMOVABLE CABINET3'-0"3'-0" TYP.B5A8"3'-8"5 1/2"2'-10"7 1/2"3'-10"7'-0"B22B30B30B29B29B15B19B10AB11B21B21B26B25BB9B3B7B16B18B23B284'-0"3'-0" TYP.3'-7"1'-4"CUSTOM MILLWORK RECESSED SHELF AT TYPE 5C BATHROOMS ONLY, WOOD FINISH TO MATCH VANITY CABINETRYB12AB5A3'-4"B27B26B21B24B11B9B15B23B10AB1B15B25FB263'-0" TYP.A6023C3B3A3EA6023D1'-6"1'-6"6'-4"B11B29'-4"5'-6"36" FINISH TO FINISH CLEAR3'-1"36" FINISH TO FINISH CLEAR3'-1"B8B811REMOVABLE CABINET3'-2"3'-2"B2FLOOR TILE START POINTB1B26B17B15B25CB3B7B16AB22B223'-0" TYP.8"3'-8"5 1/2"2'-10"B30B30B29B29B29B29REMOVABLE CABINET3'-2"3'-2"B15B25FB21B9B26B10AB1B25BB25CB233'-0" TYP.B5A3'-10"7'-0"7 1/2"B11B19B19B15B10AB26B25BB9B21B234'-0"3'-0" TYP.B12AB5AB21B9B11B23B10AB15B27B24B26B283'-4"B3B7B16A1. 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 & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTIONAs indicatedINTERIOR ELEVATIONS -BATHA602Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECTBATH KEYNOTES1/2" = 1'-0"4BATH 4 PLAN1/2" = 1'-0"4ABATH 4 ELEVATION A1/2" = 1'-0"4BBATH 4 ELEVATION B1/2" = 1'-0"4CBATH 4 ELEVATION C1/2" = 1'-0"4DBATH 4 ELEVATION D1/2" = 1'-0"4.1BATH 4.1 PLAN1/2" = 1'-0"4.1ABATH 4.1 ELEVATION A1/2" = 1'-0"4.1BBATH 4.1 ELEVATION B1/2" = 1'-0"4.1CBATH 4.1 ELEVATION C1/2" = 1'-0"4.1DBATH 4.1 ELEVATION D1/2" = 1'-0"5BATH 5 PLAN - ANSI A1/2" = 1'-0"5ABATH 5 ELEVATION A1/2" = 1'-0"5BBATH 5 ELEVATION B1/2" = 1'-0"5CBATH 5 ELEVATION C1/2" = 1'-0"5DBATH 5 ELEVATION DBATHROOM TYPE 5AAS SHOWN IN UNIT: 20BATHROOM TYPE 5BAS SHOWN IN UNIT:09, 26BATHROOM TYPE 5CAS SHOWN IN UNIT:30BATHROOM TYPE 4.1AAS SHOWN IN UNITS: 2927 (5TH FLOOR)BATHROOM TYPE 4AAS SHOWN IN UNIT: 21BATHROOM TYPE 4BAS SHOWN IN UNIT:28B1 WATER CLOSET, American Standard Cadet 3FloWise “2989.101”; concealed trapway; ForUnits 211-216 only - American StandardYorkville VorMax "209AA137"; back outlet; Forall toilets American Standard TransitionalLuxury Seat w/ Slow Close & Everclean"5024A65G"; elongatedB2 VANITY SINK, Kohler Verticyl RectangleK-2882B3 SINK FAUCET, Delta "Trinsic" Model559LF-BLMPUB4 BATHTUB, American Standard “Princeton”;alcove type; porcelain enameled steel(“Americast”)B5 SHOWER & TUB SET, Delta "Trinsic" ModelT14459-BLB5A ANSI 'A' SHOWER SET, Delta "Trinsic" Model1701-BLB5B SHOWER SET ONLY, Delta "Trinsic" ModelT14259-BLB7 VANITY COUNTERTOP, Silestone, EtStatuario, polished; .75"/2cm thick; basiceased edgeB8 FLOOR LVT, Shaw Hard Surface, "IntrepidTile Plus", color Pebble, 12"x24"B9 SHOWER WALLPANEL, Mincey Marble"TS-CS: 4X15 Stacked", 32"x85.5" & 62"x85.5"B10 SHOWER BASE, Swan Corporation 32 x 48 in.Single Threshold SF03248MD.010B10A TRANSFER SHOWER BASE - SEE DETAILON A600 - American Standard A8009D-FCO,Acrylic 38" x 38" w/ center drainB11 FOLD-DOWN SHOWER SEAT @ ROLL-INSHOWER - INSTALLED UPON REQUESTB12 SHOWER DOOR, Coastal, Legend, 69"HB12A SHOWER DOOR @ ANSI TRANSFERSHOWER, Coastal, Legend 69" HB14 LOW PROFILE LINEAR FLOOR DRAINB15 4.5"H RUBBER WALL BASEB16 2'-7" H VANITY BASE CABINET, Italkraft M.C.LR65.SAB16A 2'-7" H REMOVABLE VANITY CABINET @ANSI 'A' BATHROOM, Italkraft M.C. LR65.SAB17 VANITY MIRROR, 30" x 44" Mirror Image"30084 Jordan", metal frame w/ matte blackfinishB18 TOILET PAPER HOLDER, Delta "Trinsic"Model 75950-BLB19 TOWEL ROD, Delta "Trinsic" Model759240-BL, 24"B20 TUB/ SHOWER ROD, Ikea Avesjoen, Black204.670.21B21 SCHLUTER TRIM, Schluter JOLLY, satinnickel finishB22 VANITY LIGHT, Mod Creations ModelNo.5469B23 RECESSED SHOWER LIGHT ASSCHEDULED, SEE RCP'SB24 BATHROOM DOOR, SEE PLANS & DOORSCHEDULEB25A REQ'D BLOCKING FOR 12" GRAB BARB25B REQ'D BLOCKING FOR 18" GRAB BARB25C REQ'D BLOCKING FOR 24" GRAB BARB25F REQ'D BLOCKING FOR 42" GRAB BARB25H REQ'D BLOCKING FOR U-SHAPE BAR, 30" x36" OVERALL X 16 GA. GALV.B26 PAINT ON GWB WALLB27 ROBE HOOK, Delta "Trinsic" Model 75935-BLB28 RECEPTACLE WITH COVER PLATEB29 DRAWER BASE CABINETSB30 6 5/16" FINGER PULLS, ZEN DESIGN,'SOTTILE' MATTE BLACKBATHROOM TYPE 3AAS SHOWN IN UNIT: 181/2" = 1'-0"3BATH 3 PLAN - ANSI A1/2" = 1'-0"3ABATH 3 ELEVATION A1/2" = 1'-0"3BBATH 3 ELEVATION B1/2" = 1'-0"3CBATH 3 ELEVATION C1/2" = 1'-0"3DBATH 3 ELEVATION D1/2" = 1'-0"3EBATH 3 ELEVATION E111GENERAL NOTES12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET11 A6037B7A7D7CB11B2B8B8REMOVABLE CABINET3'-3"1'-6 1/4"1'-6"6'-3 1/4"36" FINISH TO FINISH CLEAR3'-1"6'-11"A6037E136" FINISH TO FINISH CLEAR3'-1"FLOOR TILE START POINTB1B15B17B3B25CB26B16AB73'-0" TYP.8"3'-8"5 1/2"2'-10"REMOVABLE CABINET3'-3"B22B30B30B29B293'-0" TYP.B15B26B25BB11B9B10AB21B18B3B7B16AB23B28B12A3'-4"B27B24B19B15B10AB21B25BB25CB9B233'-0" TYP.4'-0"B5A3'-10"7'-0"B26B11B15B1B25FB263'-0" TYP.A6036A6B6D6CA6036F6E1'-6"1'-6"REMOVABLE CABINET3'-0".36" FINISH TO FINISH CLEAR3'-1"7'-0 1/8"36" FINISH TO FINISH CLEAR3'-1"B29'-4 1/2"B8B81FLOOR TILE START POINTB1B15B25CB17B3B7B16AB9B26B21B25BB238"3'-8"5 1/2"2'-10"3'-0" TYP.B12AB5AB10AB22B30B30B29B29REMOVABLE CABINET3'-0"3'-0" TYP.B15B3B7B16AB27B26B24B18B283'-4"B19B15B27B24B264'-0"B25FB1B15B263'-0" TYP.B9B25BB25CB5AB23B213'-0" TYP.B10A3'-10"7'-0"7 1/2"B9B11B10AB10AB11B21B23B91. 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 & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTIONAs indicatedINTERIOR ELEVATIONS -BATHA603Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECTBATH KEYNOTESB1 WATER CLOSET, American Standard Cadet 3FloWise “2989.101”; concealed trapway; ForUnits 211-216 only - American StandardYorkville VorMax "209AA137"; back outlet; Forall toilets American Standard TransitionalLuxury Seat w/ Slow Close & Everclean"5024A65G"; elongatedB2 VANITY SINK, Kohler Verticyl RectangleK-2882B3 SINK FAUCET, Delta "Trinsic" Model559LF-BLMPUB4 BATHTUB, American Standard “Princeton”;alcove type; porcelain enameled steel(“Americast”)B5 SHOWER & TUB SET, Delta "Trinsic" ModelT14459-BLB5A ANSI 'A' SHOWER SET, Delta "Trinsic" Model1701-BLB5B SHOWER SET ONLY, Delta "Trinsic" ModelT14259-BLB7 VANITY COUNTERTOP, Silestone, EtStatuario, polished; .75"/2cm thick; basiceased edgeB8 FLOOR LVT, Shaw Hard Surface, "IntrepidTile Plus", color Pebble, 12"x24"B9 SHOWER WALLPANEL, Mincey Marble"TS-CS: 4X15 Stacked", 32"x85.5" & 62"x85.5"B10 SHOWER BASE, Swan Corporation 32 x 48 in.Single Threshold SF03248MD.010B10A TRANSFER SHOWER BASE - SEE DETAILON A600 - American Standard A8009D-FCO,Acrylic 38" x 38" w/ center drainB11 FOLD-DOWN SHOWER SEAT @ ROLL-INSHOWER - INSTALLED UPON REQUESTB12 SHOWER DOOR, Coastal, Legend, 69"HB12A SHOWER DOOR @ ANSI TRANSFERSHOWER, Coastal, Legend 69" HB14 LOW PROFILE LINEAR FLOOR DRAINB15 4.5"H RUBBER WALL BASEB16 2'-7" H VANITY BASE CABINET, Italkraft M.C.LR65.SAB16A 2'-7" H REMOVABLE VANITY CABINET @ANSI 'A' BATHROOM, Italkraft M.C. LR65.SAB17 VANITY MIRROR, 30" x 44" Mirror Image"30084 Jordan", metal frame w/ matte blackfinishB18 TOILET PAPER HOLDER, Delta "Trinsic"Model 75950-BLB19 TOWEL ROD, Delta "Trinsic" Model759240-BL, 24"B20 TUB/ SHOWER ROD, Ikea Avesjoen, Black204.670.21B21 SCHLUTER TRIM, Schluter JOLLY, satinnickel finishB22 VANITY LIGHT, Mod Creations ModelNo.5469B23 RECESSED SHOWER LIGHT ASSCHEDULED, SEE RCP'SB24 BATHROOM DOOR, SEE PLANS & DOORSCHEDULEB25A REQ'D BLOCKING FOR 12" GRAB BARB25B REQ'D BLOCKING FOR 18" GRAB BARB25C REQ'D BLOCKING FOR 24" GRAB BARB25F REQ'D BLOCKING FOR 42" GRAB BARB25H REQ'D BLOCKING FOR U-SHAPE BAR, 30" x36" OVERALL X 16 GA. GALV.B26 PAINT ON GWB WALLB27 ROBE HOOK, Delta "Trinsic" Model 75935-BLB28 RECEPTACLE WITH COVER PLATEB29 DRAWER BASE CABINETSB30 6 5/16" FINGER PULLS, ZEN DESIGN,'SOTTILE' MATTE BLACK1/2" = 1'-0"7BATH 7 PLAN - ANSI A1/2" = 1'-0"7ABATH 7 ELEVATION A1/2" = 1'-0"7BBATH 7 ELEVATION B1/2" = 1'-0"7CBATH 7 ELEVATION C1/2" = 1'-0"7DBATH 7 ELEVATION DBATHROOM TYPE 7AAS SHOWN IN UNIT: 34BATHROOM TYPE 6AAS SHOWN IN UNIT: 191/2" = 1'-0"6BATH 6 PLAN - ANSI A1/2" = 1'-0"6ABATH 6 ELEVATION A1/2" = 1'-0"6BBATH 6 ELEVATION B1/2" = 1'-0"6CBATH 6 ELEVATION C1/2" = 1'-0"6DBATH 6 ELEVATION D1/2" = 1'-0"6EBATH 6 ELEVATION E1/2" = 1'-0"6FBATH 6 ELEVATION F1/2" = 1'-0"7EBATH 7 ELEVATION E111GENERAL NOTES12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET11 A6103C3A3B6'-6"6'-10 3/8"5'-0"1'-0"2'-1"K201'-0"K3K1K6K4K5K2K14K8K7K11K13AK13CK13AK13AK13AK18K13AK10K103'-0"1'-6"3'-6"TYPE 2C: 15" PANTRYTYPE 2A: NO PANTRYTYPE 2B: NO PANTRYTYPE 2C: 15"TYPE 2A: 3 1/4" FILLERTYPE 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"DW24"30"TYPE 2C: 12"TYPE 2A: 9" TYPE 2B: 6"RANGE30"TYPE 2C: 15"TYPE 2A: 3 1/4" FILLERTYPE 2B: 9"TYPE 2C: 15" PANTRYTYPE: 2A: NO PANTRYTYPE: 2B: NO PANTRYK17K17K16K16A6102BK3TYPE 2A: 10'-10 3/4"TYPE 2A: NO PANTRY2'-1"1'-0"TYPE 2B: 11'-1 1/2"TYPE 2B: NO PANTRYTYPE 2C: 12'-1 1/2"TYPE 2C: 1'-3" PANTRY3/4"15"30"24"DW24"REMOVEABLE CABINET30" 3"K6K7K2K8K11K18K13AK13AK13AK13A3'-0"1'-6"3'-6"K17K173" 9" 24" 24"RANGE41" 12"K4K2K7K8K8K9K9K103'-6"1'-6"3'-0"K5K13AK13A2" 9" 24" 12" 24" 42"K13AK13AK13AK9K12K12K17K15/8"30" REF.5/8"2'-0"6'-0"K13C1/2" 30" 1/2"A6104B4AK39'-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"K1K2K7K18K13CK10K11K13AK13AK13AK13CK17K171/4" 18"RANGE30" 15"DW24" 3"1/4" 18" 30" 15" 24" 15" 1"K6K4K2K5K7K8K9K9K13AK13AK13AK13AK13A3'-6"1'-6"3'-0"K17A6101A1BK3K201'-0"2'-1"9'-3"3'-6"1'-6"3'-0"K4K5K6K2K7K18K8K11K10K10K13AK13AK13AK13AK13A3"DW24" 30" 12"RANGE30" 12"3" 24" 30" 12" 30" 12"K12K17K17K16K16K16K1K13C2'-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 & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTIONAs indicatedINTERIOR ELEVATIONS -KITCHENSA610Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECTKITCHEN KEYNOTES1/2" = 1'-0"3KITCHEN 3 PLAN1/2" = 1'-0"2BKITCHEN 2 ELEVATION A1/2" = 1'-0"2KITCHEN 2 PLAN1/2" = 1'-0"3AKITCHEN 3 ELEVATION A1/2" = 1'-0"3BKITCHEN 3 ELEVATION B1/2" = 1'-0"3CKITCHEN 3 ELEVATION C1/2" = 1'-0"4KITCHEN 4 PLAN1/2" = 1'-0"4AKITCHEN 4 ELEVATION A1/2" = 1'-0"4BKITCHEN 4 ELEVATION BK1 REFRIGERATOR, GDE21ESKSSK2 KITCHEN FAUCET, Delta "Trinsic" Model4159-BL-DST; with pull out sprayer w/ DeltaAdapter-Aerator-Water-Efficient-1.8 GPM To1.5 GPM "RP61607"K3 KITCHEN SINK, Elkay - CrosstownEFRU211510T Undermount Stainless Steel 231/2 in. Kitchen SinkK4 30"W ELECTRIC RANGE, GE JB645RKSSK5 30" W MICROWAVE, GE JVM6175SKSSK6 24"W DISHWASHER, GE GDT605PSMSSK7 COUNTERTOP, Silestone Et Statuario,polished; .75"/2cm thick; basic eased edgeK8 BACKSPLASH WALL PANEL, Mincey Marble"TS-CS: 4X15 Stacked", various lengthsx18",refer to kitchen elevationsK9 BASE CABINET, Italkraft M.C. LR65.SAK10 DRAWER BASE CABINET, Italkraft M.C.LR65.SAK11 SINK BASE CABINET, Italkraft M.C. LR65.SAK12 SCHLUTER TRIM, Schluter JOLLY, satinnickel finishK13A WALL CABINET 12" DEPTH, Italkraft P.P.4303.HGK13C WALL CABINET 24" DEPTH, Italkraft P.P.4303.HGK13D WALL CABINET 30" DEPTH, Italkraft P.P.4303.HGK14 FULL HEIGHT PANTRY, WIDTH & DEPTHVARIES, SEE PLANS & ELEVATIONS,Italkraft M.C. LR65.SAK16 FILLER, FINISH TO MATCH ADJACENTCABINETS, Italkraft M.C. LR65.SAK17 6 5/16" FINGER PULLS, ZEN DESIGN,'SOTTILE' MATTE BLACKK18 FOOD WASTE DISPOSER, INSINKERATOR1/2 HP BADGER 5 CONTINUOUS FEEDGARBAGE DISPOSALK20 STACKED WASHER/DRYER, SAMSUNGWW22K6800AW (provide overflow pan - notconnected to a drain - under all machines) &SAMSUNG DV22N6800HW1/2" = 1'-0"1KITCHEN 1 PLAN1/2" = 1'-0"1AKITCHEN 1 ELEVATION A1/2" = 1'-0"1BKITCHEN 1 ELEVATION BTYPE 2AIN UNIT: 19TYPE 2BIN UNIT: 20TYPE 2CIN UNITS: 01, 06, 09, 18, 26, 28, 31, 34TYPE 1IN UNITS: 222-225TYPE 3IN UNITS: 02-04, 11-17, 32-33, 22-25 (3RD, 4TH, & 5TH FLOORS)TYPE 4IN UNIT: 10GENERAL NOTES12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 A6115B5AK37'-10"2'-0 3/4"11 3/4"9'-0 3/4"K1K4K8K53'-6"1'-6"3'-0"K2K7K13AK13A1"21"30"12"1 1/2"3/4"30"3/4"K13A1"9"RANGE2'-6"1'-0"1 3/8"3/4"30" REF.3/4"K9K9K13CK17K18K11K6K2K7K8K13AK13AK13A3'-6"1'-6"3'-0"1" 12" 9" 30" 24" 6"9" 30"DW24" 6"K9K17K17K16K16A6118B8AK3ALL 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"DW24" 30"TYPE 8C: 24"TYPE 8A: 12"TYPE 8B: 24" + 9"TYPE 8C: 0"TYPE 8A: 1 1/4"TYPE 8B: 2"K7K2K6K113'-0"K18K17K17TYPE 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"RANGE30"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"K1K4K5K7K8K10K10K13AK13AK13AK13DK17K17A6117B7AALL TYPES: 7'-0" ISLANDTYPE 7B, 7C, 7D & 7E: NO PANTRYTYPE 7A: 1'-3" PANTRYTYPE 7A & 7B: 8'-9 1/2"K3TYPE 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"DW24" 30" 24" 2"K7K18K9K11K6K23'-0"K17K173'-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"RANGE30"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 PANTRYTYPE 7A: 15" PANTRYTYPE 7B, 7C, 7D & 7E: NO PANTRYTYPE 7A: 15" PANTRYTYPE 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"K1K4K14K5K10K10K7K8K13AK13AK13AK13CTYPE 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"K12K17K17A6116B6A6'-7"12'-9 3/4"2'-1"1'-0"K33'-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"DW24" 30" 24" 9"1 3/4"K1K2K6K8K11K9K13CK13AK13AK13AK13AK18K9K13AK9K17K17K16K71" 12"RANGE30" 12"3'-0"1'-6"3'-6"12"30"24"1"K2K8K7K4K5K10K10K13AK13AK13AK12K17K171. 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 & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTIONAs indicatedINTERIOR ELEVATIONS -KITCHENSA611Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/2" = 1'-0"5KITCHEN 5 PLANKITCHEN KEYNOTES1/2" = 1'-0"5AKITCHEN 5 ELEVATION A1/2" = 1'-0"5BKITCHEN 5 ELEVATION B1/2" = 1'-0"8KITCHEN 8 PLAN1/2" = 1'-0"8AKITCHEN 8 ELEVATION A1/2" = 1'-0"8BKITCHEN 8 ELEVATION B1/2" = 1'-0"7KITCHEN 7 PLAN1/2" = 1'-0"7AKITCHEN 7 ELEVATION A1/2" = 1'-0"7BKITCHEN 7 ELEVATION BK1 REFRIGERATOR, GDE21ESKSSK2 KITCHEN FAUCET, Delta "Trinsic" Model4159-BL-DST; with pull out sprayer w/ DeltaAdapter-Aerator-Water-Efficient-1.8 GPM To1.5 GPM "RP61607"K3 KITCHEN SINK, Elkay - CrosstownEFRU211510T Undermount Stainless Steel 231/2 in. Kitchen SinkK4 30"W ELECTRIC RANGE, GE JB645RKSSK5 30" W MICROWAVE, GE JVM6175SKSSK6 24"W DISHWASHER, GE GDT605PSMSSK7 COUNTERTOP, Silestone Et Statuario,polished; .75"/2cm thick; basic eased edgeK8 BACKSPLASH WALL PANEL, Mincey Marble"TS-CS: 4X15 Stacked", various lengthsx18",refer to kitchen elevationsK9 BASE CABINET, Italkraft M.C. LR65.SAK10 DRAWER BASE CABINET, Italkraft M.C.LR65.SAK11 SINK BASE CABINET, Italkraft M.C. LR65.SAK12 SCHLUTER TRIM, Schluter JOLLY, satinnickel finishK13A WALL CABINET 12" DEPTH, Italkraft P.P.4303.HGK13C WALL CABINET 24" DEPTH, Italkraft P.P.4303.HGK13D WALL CABINET 30" DEPTH, Italkraft P.P.4303.HGK14 FULL HEIGHT PANTRY, WIDTH & DEPTHVARIES, SEE PLANS & ELEVATIONS,Italkraft M.C. LR65.SAK16 FILLER, FINISH TO MATCH ADJACENTCABINETS, Italkraft M.C. LR65.SAK17 6 5/16" FINGER PULLS, ZEN DESIGN,'SOTTILE' MATTE BLACKK18 FOOD WASTE DISPOSER, INSINKERATOR1/2 HP BADGER 5 CONTINUOUS FEEDGARBAGE DISPOSALK20 STACKED WASHER/DRYER, SAMSUNGWW22K6800AW (provide overflow pan - notconnected to a drain - under all machines) &SAMSUNG DV22N6800HWTYPE 5IN UNIT: 30TYPE 7AIN UNIT: 07TYPE 7BIN UNIT: 08TYPE 7CIN UNIT: 21TYPE 7DIN UNIT: 27TYPE 7EIN UNIT: 22 (4TH & 5TH FLOORS)TYPE 8AIN UNIT: 29TYPE 8BIN UNIT: 27 (5TH FLOOR)TYPE 8CIN UNIT: 30 (5TH FLOOR)1/2" = 1'-0"6KITCHEN 6 PLAN1/2" = 1'-0"6AKITCHEN 6 ELEVATION A1/2" = 1'-0"6BKITCHEN 6 ELEVATION BTYPE 6IN UNIT: 20 (4TH & 5TH FLOORS)GENERAL NOTES12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 INTERIOR PARTION AS SCHEDULEDFLOORING AS SCHEDULEDTYPICAL UNIT BASE3/4" THICK MDF BASE, PRIMED FOR PAINTA7012A7'-0" A.F.F.FIXED 16" SHELF W/ HANGING ROD2'-0"2'-0"VERTICAL SUPPORTS PLACED 24" MAX APARTA7013B3A2'-0"2'-0"2'-0"2'-0"FIXED 16" SHELF W/ HANGING ROD12" SHELVESFIXED 16" SHELF W/ HANGING ROD2'-0"2'-0"VERTICAL SUPPORTS PLACED 24" MAX APART7'-0" A.F.F.3'-4" A.F.F.ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTIONAs indicatedINTERIOR DETAILSA701Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1 03.11.2021 100% CONSTRUCTION DOCUMENT SET3" = 1'-0"1BASE SECTION DETAIL11/2" = 1'-0"2TYPICAL CLOSET LESS THAN 6' LONG1" = 1'-0"2ATYPICAL CLOSET LESS THAN 6' LONG ELEVATIONCLOSETMAID SHELFTRACK WIRE SHELVING HANGING SYSTEM. SEE MANUFACTURER'S GUIDE FOR INSTALLATON.1/2" = 1'-0"3TYPICAL CLOSET MORE THAN 6' LONG & WALK-INCLOSET1" = 1'-0"3BTYPICAL CLOSET MORE THAN 6' LONG & WALK-INCLOSET ELEVATION A1" = 1'-0"3ATYPICAL CLOSET MORE THAN 6' LONG & WALK-INCLOSET ELEVATION BCLOSETMAID 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 BASESTRUCTURE 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"W14BTYPE W14B - 1/2 HR/1 HR RATED SHEAR PARTITION 1 1/2" = 1'-0"W15BTYPE 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 ABFDEQEQ4"4"SEE SCHED.4"10"SEE SCHEDULEG4"4"SEE SCHEDULE4"10"SEE SCHEDULE4"4"CETRANSLUCENTSCHED. PARTITIONSCHED. PARTITIONSCHED. PARTITIONSCHED. PARTITIONSCHED. PARTITION2 1/4"SCHED. PARTITIONSCHED. PARTITIONSCHED. PARTITIONSCHED. PARTITIONTYPHJ1HJ2HJ4HJ9HJ8HJ5HJ6HJ3HJ7VARIESSCHEDULED DOORSCHEDULED DOORDOUBLE STUD HEADER IN FRAME WALLSDOUBLE STUD HEADER IN FRAME WALLSHM DOOR FRAME FOR PTHM DOOR FRAME FOR PTLINE OF RABBETED WOOD TRIMUNIT SIDEDOUBLE STUD @ HEADERWD. DOOR FRAMEWOOD TRIMSCHEDULED DOORDOUBLE STUD @ HEADERSLIDING DOOR TRACKWD TRIM & CASING W/ BLOCKING AS REQ'DSCHEDULED DOORDOUBLE STUD @ HEADERSLIDING DOOR TRACKSCHEDULED DOORDOUBLE STUD @ HEADERSLIDING DOOR TRACKSCHEDULED DOORDRYWALL J-BEAD1x WD DOOR TRIM & REVEAL FOR PAINTDRYWALL J-BEADDOUBLE STUD @ HEADER IN FRAME WALLS, TYP.SHIM AS REQ'DSEALANTSTOREFRONT DOOR FRAMESCHED. STOREFRONT DOORSCHEDULED DOORSPOT GROUT FRAME ANCHORHM DOOR FRAME FOR PTMASONRY WALL CONSTRUCTIONDRYWALL J-BEADDOUBLE STUD @ HEADER1x WD REVEAL FOR PAINTSCHEDULED WOOD DOOR AND FRAMEPROVIDE WEATHER STRIPPINGSET THERESHOLD IN BED OF SEALANTBOND COAT1:2 SLOPE7/8" THICK MARBLE THRESHOLD W/ CHAMFERED EDGES AS SHOWN, TYP.MTL. "SADDLE" THRESHOLD SET IN SEALANT BEDNOTE: 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 1:2CLR. ANOD. ALUM TRANSITION STRIP EDGE @ CARPET/TILE (SCHLUTER RENO-U)CLR. ANOD. ALUM TRANSITION STRIP (SCHLUTER SCHIENE)1/2" MAX.VERIFY W/DOORFRAME MANUF.STONE THRESHOLDSCALE: NOT TO SCALESTONE THRESHOLD DETAIL @ UNIT ENTRYSCALE: NOT TO SCALEFINISH FLOOR TO CONCRETE FLOOR/VINYLT4SCALE: NOT TO SCALEEXTERIOR THRESHOLDT5T1T2SCALE: NOT TO SCALECARPET/ TILE TRANSITION -PUBLIC AREASCALE: NOT TO SCALEINTERIOR METAL THRESHOLDT3CARPETTILECARPET OR TILECONCRETE OR VINYLEXTERIORFLR. FINISH AS SCHED.CARPET OR WALK-OFF MATINTERIORPLUS UNIT ENTRY PROJECTIONTHRESHOLD WIDTH TO MATCH WALL WIDTH1/4" MAXMAX1/4"PREFIN. ALUM. TRANSITION STRIP (SCHLUTER RENO-TK), FINISH COLOR TBD.DOOR WIDTH BEYONDSCALE: NOT TO SCALESTONE THRESHOLD DETAIL @ UNIT ENTRYT6TILEFLR. 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 HARDWARETYPE '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 INSIDECOMMON AREA HARDWARETYPE '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 & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTIONAs indicatedDOOR SCHEDULEA803Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECTDOOR SYMBOL LOCATIONDOOR SIZEDOORMATERIALFRAMEMATERIALCLOSER REQ'D RATING REQ'DTHRESHOLDDETAILLOCKFUNCTIONDOOR TYPEPR. HINGESREQ'DH/J DETAILS REMARKSHARDWARESETW H TH01BEDROOM/DEN3'-0" 6'-8" 1 3/4" SCW/PTD WD/PTD - - - B A 1 1/2 HJ100103BEDROOM/DEN5'-0" 7'-0" 1 3/4" MDF/PTD - - - - C E - HJ6 BARN DOOR- TRUSTILE TM 1000 W/ WIDE STILES & TRANSLUCENT GLASS 00204BEDROOM/DEN5'-6" 7'-0" 1 3/4" MDF/PTD - - - - C E - HJ6 BARN DOOR- TRUSTILE TM 1000 W/ WIDE STILES & TRANSLUCENT GLASS 00205BEDROOM/DEN6'-0" 7'-0" 1 3/4" MDF/PTD - - - - C E - HJ6 BARN DOOR- TRUSTILE TM 1000 W/ WIDE STILES & TRANSLUCENT GLASS 00206BATHROOM3'-0" 6'-8" 1 3/4" SCW/PTD WD/PTD - - T4 SIM. B A 1 1/2 HJ100107WASHER/DRYER2'-6" 6'-8" 1 3/4" SCW/PTD WD/PTD - - T2 D C 1 1/2 HJ100308CLOSET1'-8" 6'-8" 1 3/4" SCW/PTD WD/PTD - - - D A 1 1/2 HJ100309CLOSET2'-0" 6'-8" 1 3/4" SCW/PTD WD/PTD - - - D A 1 1/2 HJ100310CLOSET2'-6" 6'-8" 1 3/4" SCW/PTD WD/PTD - - - D A 1 1/2 HJ100311WALK-IN CLOSET3'-0" 6'-8" 1 3/4" SCW/PTD WD/PTD - - - F A 1 1/2 HJ100412CLOSET(2) 1'-6" 6'-8" 1 3/4" SCW/PTD WD/PTD - - - E B 3 HJ100513CLOSET(2) 2'-0" 6'-8" 1 3/4" SCW/PTD WD/PTD - - - E B 3 HJ100514CLOSET(2) 2'-6" 6'-8" 1 3/4" SCW/PTD WD/PTD - - - E B 3 HJ100515CLOSET2'-0" 6'-8" 1 3/4" SCW/PTD - - - - - D - HJ2 BYPASS SLIDING DOOR 00616CLOSET2'-6" 6'-8" 1 3/4" SCW/PTD - - - - - D - HJ2 BYPASS SLIDING DOOR 00617CLOSET3'-0" 6'-8" 1 3/4" SCW/PTD - - - - D - HJ2 BYPASS SLIDING DOOR006DOOR SYMBOL LOCATIONDOOR SIZEDOORMATERIALFRAMEMATERIALCLOSER REQ'D RATING REQ'DTHRESHOLDDETAILLOCKFUNCTIONDOOR TYPEPR. HINGESREQ'DH/J DETAILS REMARKSHARDWARESETW H THT01UNIT ENTRY3'-0" 7'-0" 1 3/4" SCW/PTD HM/PTD Y 20 MIN, T4 A A 2 HJ3007T02UNIT TERRACE/BALCONY (1) 2'-10" 0" AL/GL AL N - T5 - F 2 HJ7 SIM SEE WINDOW SCHEDULE 008T03UNIT JULIET BALCONY (2)AL/GL AL N - T5 - G 2 HJ7 SIM SEE WINDOW SCHEDULE 009T04EXIT STAIR3'-0" 7'-0" 1 3/4" HM HM Y 90 MIN T3 F A 2 HJ4T05TRASH ROOM3'-0" 7'-0" 1 3/4" HM HM Y 45 MIN T2 K A 2 HJ4011T06ELEC/DATA CLOSET3'-0" 7'-0" 1 3/4" HM HM Y 45 MIN T2 G A 2 HJ4011T07TELECOM ROOM3'-0" 7'-0" 1 3/4" HM HM Y 45 MIN T2 G A 2 HJ4011DOOR SYMBOL LOCATIONDOOR SIZEDOORMATERIALFRAMEMATERIALCLOSER REQ'D RATING REQ'DTHRESHOLDDETAILLOCKFUNCTIONDOOR TYPEPR. HINGESREQ'DH/J DETAILS REMARKSHARDWARESETW H TH100A BUILDING ENTRANCEAL/GL AL Y - - P G 2 HJ7 SIM. SEE WINDOW SCHEDULE 012100B VESTIBULEAL/GL AL Y - - P G 2 HJ7 SIM. SEE WINDOW SCHEDULE 013102A PACKAGE ROOM3'-0" 8'-0" 1 3/4" HM HM Y - T1 SIM H A 2 HJ4 SEE ID DRAWINGS 014102B PACKAGE ROOM3'-0" 8'-0" 1 3/4" HM HM Y - T1 SIM H A 2 HJ4 SEE ID DRAWINGS 014104 LEASING OFFICE (1) 3'-0" 8'-0" 1 3/4" AL/GL AL Y - T2 H F 2 HJ7 SIM SEE ID DRAWINGS 015105 WATER SERVICE ROOM3'-0" 7'-0" 1 3/4" HM HM Y - T3 J A 2 HJ4016107A RESIDENT LOUNGE3'-0" 7'-11 31/32" 1 3/4" AL/GL AL Y - T1 SIM H 2 HJ7 SIM SEE ID DRAWINGS 017107B RESIDENT LOUNGE3'-0" 8'-0" 1 3/4" HM HM Y - T1 SIM H A 2 HJ4 SEE ID DRAWINGS 018107C RESIDENT LOUNGE3'-1 1/4" 8'-0" 1 3/4" AL/GL AL Y - T1 H 2 HJ7 SIM SEE WINDOW SCHEDULE 019108 FITNESS CENTER (1) 3'-11 1/4" 8'-0" 1 3/4" AL/GL AL Y - T2 H C 2 HJ7 SIM SEE ID DRAWINGS 015109 YOGA STUDIO (1) 3'-0" 8'-0" 1 3/4" AL/GL AL Y - T2 H C 2 HJ7 SIM SEE ID DRAWINGS 021110 PET SPA3'-0" 8'-0" 1 3/4" HM HM Y - T1 SIM H A 2 HJ4 SEE ID DRAWINGS 022111 PET RELIEF AREA3'-0" 7'-0" 1 3/4" HM HM Y - T5 J A 2 HJ8 SIM. SEE ID DRAWINGS 020112 RESTROOM3'-0" 8'-0" 1 3/4" HM HM Y - T1 SIM B A 2 HJ4 SEE ID DRAWINGS 023113 RESTROOM3'-0" 8'-0" 1 3/4" HM HM Y - T1 SIM B A 2 HJ4 SEE ID DRAWINGS 023114 EXIT CORRIDOR (2) 3'-0" 7'-0" 1 3/4" HM HM Y 45 MIN T5 H B 4HJ8 SIM.024115A BICYCLE ROOM3'-0" 7'-0" 1 3/4" HM HM Y - T3 H A 2 HJ4025115B BICYCLE ROOM3'-0" 7'-0" 1 3/4" HM HM Y - T5 J A 2 HJ8026116A TRASH ROOM (2) 3'-0" 7'-0" 1 3/4" HM HM Y 45 MIN T5 F B 4 HJ8027116B TRASH ROOM3'-0" 7'-0" 1 3/4" HM HM Y 45 MIN T2 K A 2 HJ4011117 EXIT CORRIDOR3'-0" 7'-0" 1 3/4" HM HM Y 90 MIN T3 F A 2 HJ4029118 TELECOM ROOM3'-0" 7'-0" 1 3/4" HM HM Y 45 MIN T3 G A 2 HJ4030119 COMMERCIAL TENANT SPACE 3'-0" 7'-0" 1 3/4" HM HM Y 45 MIN T3 H A 2 HJ4031119B COMMERCIAL TENANT SPACE #1AL/GL AL Y - T5 J G 4 HJ8 SIM. SEE WINDOW SCHEDULE 032120B COMMERCIAL TENANT SPACE #2AL/GL AL Y - T5 J G 4 HJ8 SIM. SEE WINDOW SCHEDULE 032121B COMMERCIAL TENANT SPACE #3AL/GL AL Y - T5 J G 4 HJ8 SIM. SEE WINDOW SCHEDULE 032122 ELECTRIC ROOM (2) 3'-0" 7'-0" 1 3/4" HM HM Y 90 MIN T3 P B 4HJ8033122B ELECTRIC ROOM3'-0" 7'-0" 1 3/4" HM HM Y 90 MIN T3 P A 4 HJ8033123 STORAGE3'-0" 7'-0" 1 3/4" HM HM Y - T3 G A 2 HJ8034124 STORAGE2'-10" 7'-0" 1 3/4" HM HM Y - T3 G A 2 HJ8034125A EXIT CORRIDOR3'-0" 7'-0" 1 3/4" HM HM Y 45 MIN T3 H A 2 HJ8035125B EXIT CORRIDOR3'-0" 7'-0" 1 3/4" HM HM Y 45 MIN T3 H A 2 HJ8036127 EXIT CENTRAL STAIR3'-0" 7'-0" 1 3/4" HM HM Y 90 MIN T3 F A 2 HJ4037128 EXIT EAST STAIR2'-10" 7'-0" 1 3/4" HM HM Y 90 MIN T3 F A 2 HJ4038129 EXIT NORTH STAIR2'-10" 7'-0" 1 3/4" HM HM Y 90 MIN T3 F A 2 HJ4028130 STORAGE3'-0" 7'-0" 1 3/4" HM HM Y - T3 G A 2 HJ8034200 TERRACE MAINTENANCE ACCESS 3'-0" 6'-2" 1 3/4" HM HM Y 45 MIN T5 H A 2 HJ8 SIM.039500 ROOF DECK (1) 3'-0" 6'-8" 1 3/4" AL/GL AL Y 45 MIN T5 H F 2 HJ7 SIM SEE WINDOW SCHEDULE 040UNITSTYPICAL1ST THRU 5TH FLOORSDOOR TYPESTHRESHOLD DETAILSDOOR TAG10FDOOR NUMBERDOOR TYPEHARDWARE TYPEADOOR SYMBOL LOCATIONDOOR SIZEDOORMATERIALFRAMEMATERIALCLOSER REQ'D RATING REQ'DTHRESHOLDDETAILLOCKFUNCTIONDOOR TYPEPR. HINGESREQ'DH/J DETAILS REMARKSHARDWARESETW H THR100 EXIT STAIR3'-0" 7'-0" 1 3/4" HM HM Y 90 MIN T3 F A 2 HJ4041R101 DHW3'-0" 7'-0" 1 3/4" HM HM Y 90 MIN T3 F A 2 HJ4042R102 DHWHM HM Y T3 F B 4 HJ4043ROOFDOOR HEAD & JAMB DETAILSGENERAL NOTESDOOR HARDWARE TYPES********* ** **********1112.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET1111 EQEQEQ5'-10 1/2"9'-0"W-5GL-2W-88'-8"5'-10 1/2"EQEQEQGL-25'-10 1/2"W-4GL-2EQEQEQ8'-8"GL-1: LOW-E-COATED, CLEAR INSULATING VISION GLASSGL-2b: FULLY-TEMPERED, TRIPLE-PANE, CLEAR INSULATING VISION GLASSGL-4: LOW-E-COATED, ULTRACLEAR INSULATING VISION GLASSGL-4b: FULY-TEMPERED,LOW-E-COATED, ULTRACLEAR INSULATING VISION GLASSP1: CORRUGATED PANELGL-2c: TRIPLE-PLANE, CLEAR INSULATING SPANDREL GLASSGLAZING LEGENDGL-2: TRIPLE-PANE, CLEAR INSULATING VISION GLASSGL-1b: FULLY-TEMPERED,LOW-E-COATED, CLEAR INSULATING VISION GLASSGL-5: LAMINATED, HEAT-STRENGTHENED CLEAR FLOAT GLASSGL-6: ULTRACLEAR FLOAT GLASSGL-6b: FULY-TEMPERED, ULTRACLEAR FLOAT GLASS5'-10 1/2"EQEQEQ8'-8"W-9GL-2EQEQGL-2c5'-10"EQEQW-1GL-26'-0"GL-2bGL-2bGL-2EQEQ3'-1 1/2"8'-8"1'-6"3'-1"2'-9 1/2"7'-4 1/2"5'-10 1/2"W-137'-4 1/2"1'-9 1/2"2'-7 3/4"2'-11 1/4"W-14GL-2b3'-1 1/2"EQEQ8'-8"GL-2b5'-10 1/2"GL-2c8'-8"5'-10 1/2"EQEQEQW-6GL-2GL-2cW-16V.I.F.6'-0"±V.I.F.3'-3 1/2"±GL-1W-20GL-18'-2 5/8"6'-10"EQEQS-148'-0" V.I.F.12'-4" V.I.F.GL-42 3/8"EQ2"EQ2"EQ2"EQ2 7/8"2 3/8"EQ 2" EQ 2" EQ 2" EQ2 3/8"8'-0"5'-10 1/2"EQEQEQW-3GL-21'-6"5'-10 1/2"7'-4 1/2"W-12GL-2bGL-2bGL-23'-1 1/2"EQEQ8'-0"GL-4S92 3/8"1'-11 5/8"2"5'-10 5/8"2 7/8"8'-5 1/2" R.O.2 3/8"EQ2"4'-3"2"EQ2 3/8"8'-8" R.O.S2GL-4bGL-4GL-4GL-42 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"EQ1 7/8"6'-0"1 7/8"EQ2 3/8"8'-7 5/8" R.O.9'-6 1/8" R.O.S52 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-4GL-4bGL-4GL-42 3/8"1'-11 5/8"2"5'-10 5/8"2 7/8"GL-48'-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-4S122 3/8"1'-11 5/8"2"5'-10 5/8"2 7/8"EQ2"5'-6 7/8"2"EQ2 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.S4GL-4b2 3/8"EQ2"6'-0" 2" EQ2 3/8"GL-4GL-4b10'-0" V.I.F.2"9'-7 1/4"2"S-152 1/4" MIN.GL-6b5 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-6GL-6b+/-1'-6 1/2"3/8"2"8'-0 3/4"2"S-162 3/8"EQ 2" EQ5 3/4"7'-5" V.I.F.GL-610'-0"S10GL-42 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.S8GL-42 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"11GL-6b2"MIN.3'-0"2"+/-4'-10 3/8"2"8'-5 1/8" V.I.F.S-17GL-6b2"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-4bGL-6bGL-6S1910'-0"8'-0" 2"+/-1'-7 5/8"2"W-155'-10 1/2"1'-6"7'-4 1/2"8'-8"1'-9"5'-2"1'-9"EQEQGL-2bGL-2b8'-2 3/8"2"MIN.3'-0"2"EQ2"EQ2"12'-0" V.I.F.GL-6bGL-6bS202"8'-0"GL-6bW-18V.I.F.5'-6"±V.I.F.4'-9"±GL-1W-17V.I.F.8'-4 5/8"±2'-3 7/8"2'-4 7/8"V.I.F.3'-3 1/2"±GL-1bGL-1S13GL-42 3/8"EQ 2" EQ 2" EQ2 3/8"2 7/8"EQ 2" EQ 2" EQ 2" EQ2 3/8"7'-0" V.I.F.10'-6 1/4" V.I.F.W-105'-10 1/2"EQEQ8'-8"EQEQEQGL-2GL-2cW-76'-0"8'-8"GL-22'-9 1/8"2'-10 5/8"2'-9 1/8"GL-2c9'-0"3'-0"2'-11 1/4"2'-9 3/4"2'-10 1/2"3'-0"7'-4 1/2"GL-2bGL-2GL-2bW-118'-2 3/8"S-18GL-6b4'-4" V.I.F.2"3'-11 1/4"2"8'-0" 2"2 3/8"1'-1 5/8"2"8'-0"S7GL-4GL-4b9'-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.S6GL-4b6'-10 3/8" R.O.7'-7"6'-10"GL-1W-195'-10 1/2"EQEQEQ7'-8"W-2GL-1S37 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-4GL-4bS17 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-4bGL-4S217'-1"7'-6"2 1/2"1'-7"2 1/2"2'-0" V.I.F.GL-6bERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTION1/4" = 1'-0"WINDOW SCHEDULEA804Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECTSTOREFRONT TYPESWINDOW TYPESCORNER MULLION1. 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 EQUAL5. STOREFRONT EDGES TO BE SEALED WITH 3/8" DIA. BACKER ROD AND SILICONE JOINTS.NOTESSEE ID 401 & ID 600s FOR ALIGNMENTS & ADDITIONAL INFORMATIONANDERSEN 400 SERIES WINDOWSINTUS SUPERA WINDOWSCORNER MULLIONCORNER MULLIONINTERIOR -KAWNEER 450EXTERIOR -KAWNEER 601UT*112.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 DEPENDING ONWIDTH OF TEXTEXITELEVATORROOM1/8" MATTE ACRYLIC PANEL W/ SUBSURFACE PAINT & SURFACE SCREENED COLOR GRAPHICS1/8" CLEAR ACRYLICPANEL COVERSURFACE SILK SCREENEDCOLOR GRAPHICSVT MOUNT4031/8" ALUM LETTERS W/SATIN SILVER FINISH1/4" NON-GLAREPLASKOLITESUB-SURFACE PTD1/32" RAISED GRADE IIBRAILLE, CLEAR RAISEDVT MOUNTSTL ALAN BOLT & WASHERSTL WASHER BEHIND AS SPACERMOUNT @5' A.F.F.ELECTRICROOMCONTROLIN CASE OF FIREUSE STAIRSDO NOT USEELEVATOR1ST FLOOR1/32" RAISED REDSYMBOL1/32" RAISED BLACKSYMBOL1/8" SS SIGNAGE TOMATCH ELEVATOR CALLBUTTONSVT MOUNT1/32" RAISED BLACKCOPYALIGN CENTERLINE OFSIGN W/ CENTERLINE OFCALL BUTTONS1/8" ALUM LETTERS W/SATIN SILVER FINISH1/4" NON-GLAREPLASKOLITESUB-SURFACE PTD1/32" RAISED GRADE II BRAILLE, CLEARVT MOUNTVT MOUNTMECHANICALROOMSTORAGE1/8" ALUM LETTERS W/SATIN SILVER FINISH1/4" NON-GLAREPLASKOLITESUB-SURFACE PTD1/32" RAISED GRADE IIBRAILLE, CLEAR RAISEDVT MOUNTPUBLIC TERRACEJANITORCLOSETTRASH &1/8" ALUM FIGURES &LETTERS W/ SATIN SILVERFINISH1/4" NON-GLAREPLASKOLITESUB-SURFACE PTD1/32" RAISED GRADE IIBRAILLE, CLEAR RAISEDVT MOUNTACCESSIBLEROUTEDEPENDING ONWIDTH OF TEXT1/8" ALUM LETTERS W/SATIN SILVER FINISH1/4" NON-GLAREPLASKOLITESUB-SURFACE PTD1/32" RAISED GRADE IIBRAILLE, CLEAR RAISEDVT MOUNT1/2"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 ONWIDTH OF TEXT1/8" ALUM LETTERS W/SATIN SILVER FINISH1/4" NON-GLAREPLASKOLITESUB-SURFACE PTD1/32" RAISED GRADE IIBRAILLE, CLEAR RAISEDVT MOUNT1/2"1/4"1/2"5/8"1/2"2 3/8"6" OR 8"6" OR 8"DEPENDING ONWIDTH OF TEXT1/8" ALUM LETTERS W/SATIN SILVER FINISH1/4" NON-GLAREPLASKOLITESUB-SURFACE PTD1/32" RAISED GRADE IIBRAILLE, CLEAR RAISEDVT MOUNT1/2"1/4"1/2"5/8"1/2"5/8"1/2"3 1/2"6" OR 8"DEPENDING ONWIDTH OF TEXT4 5/8"1/2"1/4"1/2"5/8"1/2"5/8"1/2"5/8"1/2"6" OR 8"DEPENDING ONWIDTH OF TEXT1/2"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 FINISH1/4" NON-GLAREPLASKOLITESUB-SURFACE PTD1/32" RAISED GRADE IIBRAILLE, CLEAR RAISEDVT MOUNT1/8" ALUM LETTERS W/SATIN SILVER FINISH1/4" NON-GLAREPLASKOLITESUB-SURFACE PTD1/32" RAISED GRADE IIBRAILLE, CLEAR RAISEDVT MOUNT1/8" ALUM LETTERS W/SATIN SILVER FINISH1/4" NON-GLAREPLASKOLITESUB-SURFACE PTD1/32" RAISED GRADE IIBRAILLE, CLEAR RAISEDVT MOUNT1 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"MIN1/2"MIN1/2"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"MIN3/4"MIN3/4"1'-2"17 1/2"1"1" 1" 1" 1" 1" 6 1/2" 1" 3" 1"MIN3/4"MIN3/4"4 3/4"2"2"4"3/4"AT 1ST FLOOR LEVELEXIT 2 LEVELS DOWNRUNS FIRST FLR. TO PHNO ROOF ACCESSNORTH STAIR1022.9.2.1.1-1: "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 LANDING1'-0"18" MIN.3/4"3/4"1/8" MATTE ACRYLIC PANEL W/ SUBSURFACE PAINT & SURFACE SCREENED COLOR GRAPHICS4'-0" AFFRECYCLENO SMOKING1/8" ALUM FIGURES &LETTERS W/ SATIN SILVERFINISH1/4" NON-GLAREPLASKOLITESUB-SURFACE PTD1/32" RAISED GRADE IIBRAILLE, CLEAR RAISEDVT MOUNT1/4"1/4"7"1'-0"WITHIN 25' OF ENTRIES, OUTDOOR AIR INTAKESAND OPERABLE WINDOWS1/2"6"1/2"5/8"5/8"5/8"1"1"3/8"1/4"1/2"1/2"1/2"MECHANICALROOF EQUIPMENTDEPENDING ONWIDTH OF TEXT1/8" ALUM LETTERS W/SATIN SILVER FINISH1/4" NON-GLAREPLASKOLITESUB-SURFACE PTD1/32" RAISED GRADE IIBRAILLE, CLEAR RAISEDVT MOUNT1/2"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 GRAPHICS1/8" CLEAR ACRYLICPANEL COVERSURFACE SILK SCREENEDCOLOR GRAPHICSVT MOUNTBY ORDER OF THEFOR YOUR SAFETYNOTICE1"1/2"1"3/4"1/2"6 1/8"4 1/8"3 1/4"2"4'-0" AFF1'-6"OCCUPANCYIS LIMITED TO47PERSONSITHACA FIRE MARSHALLThis 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 SPACENORTH STAIRERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTION3" = 1'-0"SIGNAGE SCHEDULEA805Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTIONINTERIOR UNIT FINISHSCHEDULE & LEGENDSA806Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECTROOM NAME FLOOR BASEWALLS CEILINGCOMMENTSMATERIAL FINISH MATERIAL FINISHBEDROOM LVT-1 WB-1 GWB PT-1 GWB PT-4LIVING ROOM LVT-1 WB-1 GWB PT-1 GWB PT-4KITCHENLVT-1 WB-1 GWB PT-1 GWB PT-4BATHROOM LVT-2 RB-1 GWB PT-2 GWB PT-4CLOSETS LVT-1 WB-1 GWB PT-1 GWB PT-4UNIT FINISH SCHEDULEPT-1 PAINT SHERWIN WILLIAMS, COLOR: 7006 EXTRA WHITE, FINISH: FLATPT-2 PAINT SHERWIN WILLIAMS, COLOR: 7006 EXTRA WHITE, FINISH: EGGSHELLDESIGNATION MATERIALMANUFACTURER / COLOR / FINISHCSI SECTION COMMENTSLVT-1 LUXURY VINYL TILE SHAW HARD SURFACE, STYLE: 0866V CATHEDRAL OAK 720C PLUS, COLOR: TBD, WIDTH 8.86 INLVT-2 LUXURY VINYL TILE SHAW HARD SURFACE, STYLE NAME: INTREPID TILE PLUS, STYLE NO: 2026V , COLOR: PEBBLE, COLOR NO: 00599, SIZE: 12"X24", CONSTRUCTION: 20 MIL, 6.5 MM THICKPT-4 PAINT SHERWIN WILLIAMS, COLOR: 7006 EXTRA WHITE, FINISH: SATINRB-1 RUBBER WALL BASE TARKETT, LINE: MANDALAY, PROFILE: MW-X- H, COLOR: TBD, SIZE: 4.5'WB-1 WALL BASE PAINTED MDF, PROFILE: SQUARE, COLOR: SHERWIN WILLIAMS 7006 EXTRA WHITE, FINISH: SEMI-GLOSS, SIZE: 3 1/4 H" X 3/4" THUNIT FINISH LEGENDSFLOORINGWALLSBASECEILINGS12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET1PT-4 PAINT SHERWIN WILLIAMS, COLOR: 7006 EXTRA WHITE, FINISH: SATINDOORS AND BARN DOOR TRIMPT-5SW 6992 INKWELL, FINISH: SATIN11 ALIGN ALIGNALIGNALIGN ALIGNALIGNALIGNALIGN ALIGN ALIGN ALIGNALIGNALIGN ALIGN ALIGN ALIGNALIGN ALIGNALIGNALIGNALIGN ALIGNALIGN ALIGNALIGN ALIGN ALIGNALIGNALIGNALIGN ALIGNALIGNALIGNALIGNALIGN ALIGNALIGNALIGN ALIGN ALIGNALIGNALIGNALIGNALIGN ALIGNALIGNL8 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 013G 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-WORKMIRRORMIRROR 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"EQ2'-7 1/2"2'-7 1/2"EQ2'-0"5'-1 7/8"11A11'-6" ID604 8 L14.2 L13.1 ID6044 ID604 6 2 7 ID604 3 1 5 2B2B 1D1D2B1D2B19C11A11A 11B 11A2B 2B 2B1D1D1C1D1C 1B 8'-6 7/8"+/- 12'-0" 1D 19C 19C 11A 1B 1D1D 11B1D2B2B 1'-0"11B 11B 11A 1B 1B 11B 19B 11B1'-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"EQ2'-7 1/2"2'-7 1/2"2'-7 1/2"EQ11ACONTINUOUS 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"19CSEE ARCH DRAWINGS FIREPROOFING, TYP. -SEE ARCH. DWGS. SEE ARCH DRAWINGS 019 107C 025A 115A 024B 114 027B 116A 2B FITNESS CENTER 108 2B2B 5'-6"1'-6"1D1D 1D 1D2BEQEQMIN.1'-0".1'-6" MIN1'-7"2B2'-6"4'-4"1D10'-8 1/4" 1D L11 L16 016A 105 037A 127 7 7 7777FIREPROOFING, TYP. -SEE ARCH. DWGS.11BLG.2 4 1/2"6"2'-6"6" 4 1/2"7LOWLOW4"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"+/- 19CMIRROR 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"19CEQ 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"EQ2'-1"4"+/-1'-4"2'-1"2'-1"6"3/4"4"6'-1 1/2"ID603 6 11D 1A1'-6"1'-6"3'-6"MIN.1'-6"015F 104 7 7 7 774 5/8"ID701 5 5'-9 1/4"4'-4 7/8"5'-9 1/4"ID700 3 EQEQEQEQCOORDINATE HP-1 PANEL LOCATION -SEE ARCH. /ELEC. DWGS. FOR REQUIREMENTS 1D11ARE: ARCH. DWG3 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 1D7 7 S19 S-17 S-18 S20 11BEQ2'-0 7/8"EQ2'-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"EQ2'-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 ALIGNALIGNALIGNALIGNALIGNALIGNALIGNALIGNALIGN 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 EQEQEQEQEQ EQ TYPICAL TILE PATTERN PROVIDE FLOOR DRAIN -RE: PLUMB. DWGS TYP. TYP.TYP. TYP. EQ EQ WB WB WB WBEQ EQTYP. 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-WORKFIRE PLACE TVTV COOKING CLASS/ BAR ART WALL ART CAFE STATION CONCIERGE CAFE/ CO-WORKMIRRORMIRROR ART WALLART WALL EXIT CORRIDOR 114 WATER BOTTLE STATION TVTRASHCOATART FITNESS CENTER 108 SEE ARCH DRAWINGS INFO SCREEN WATER SERVICE ROOM 105 SEE ARCH DRAWINGS TV FRIDGEMIRROR 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 OSPSSDSD SD SD SD SD OS SDSD SD SD OS SD OS OS OS OS SD OS OS OS OS SD OS SDALIGNALIGN ALIGN ALIGN ALIGNALIGNALIGNALIGNALIGNALIGN ALIGNALIGN ALIGN ALIGNALIGNALIGN ALIGN ALIGN ALIGN ALIGNALIGNALIGN ALIGNALIGNALIGNALIGN 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 EQEQAW1 AW1 AW1 4'-0"4'-0"EQEQAF4 AF4 AF4 AF3AF3 AF3 AF4 AF3 AF4 AF3 AF4 AL4 AL4 AF5 AF5 AF5 AP1A AP1B AP1B AP1A AD2 AL4 AF1 AF1AA1 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"EQEQ2'-0"2'-0"1'-6" 1'-6"EQEQEQ2EQ2 AF2 AF2 AF2 AF2 AF2 AF2 AF2 AF2 ALP2 EQ EQEQEQEQEQEQEQEQEQEQEQEQ 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)EQEQEQ6'-6 1/2" +/-EQEQEQ3'-6" AD2 AD2 AD2 AD2 AD2 AD2 AD2 AD2 AD2 EQ EQ AD4 AD4 AD4 AD3 AD3 AD3 AD3 1'-6"EQEQAW2 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 EQEQWATER SERVICE ROOM 105 SEE ARCH DRAWINGS, TYP. EQ EQ2'-6"EQEQAP4C 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)EQEQTHIS AREA GWB TO RECEIVE PT-18A; SEE ID-ELEVATIONS THIS AREA GWB TO RECEIVE PT-15A; SEE ID-ELEVATIONS EQEQEQEQAF3 AF4 AF4 4'-0" CONTINUOUS MUD-IN SLOT DIFFUSER EQAD1 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 EQEQ2'-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"EQEQ2'-0"2'-0"2'-0"EQEQAD2 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"EQEQ1'-6"2'-6" 1'-6"EQEQEQEQ1'-6" 2'-6" EQ EQ EQEQEQEQ2'-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 EQEQEQEQEQEQAD5AD5 AD5 EQ EQ EQ 3'-9"EQEQAD5AD5EQEQAD5AD5 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 EQEQ(LOW -SEE DETAIL) 3"3"10"10"3'-3" 4" EQ EQ EQ EQ 6"9"5"3'-6"EQEQ 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 EQEQEQEQEQ 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_FID6103 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 OSPSSDSEE 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 EQEQ EQAWC AWC AWC AWC CLC CLC CLC CLC CLC CLC CLC CLC AWC AWCAWCAWC CLC CLC8'-0"EQEQEQ EQ 8'-0"8'-0" EQ EQ EQEQEQ EQ AWC_B AWC_BEQ EQ EQEQAWC_B AWC AWC 10"EQ EQ 2'-0" CLC EQ EQ 2'-0"2'-0"EQEQ2'-0"15'-0"11'-0"EQEQMUD-IN ACCESS PANEL (KEEP TIGHT TO WALL AND ALIGN, PAINT TO MATCH ADJACENT FINISH) -SEE MECH. DWGS FOR ADDITIONAL REQUIREMENTSEQ2EQ2WC-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 ALIGNALIGN ALIGNALIGN ALIGNALIGNALIGNALIGNSEE ARCH DRAWINGS SEE ARCH DRAWINGS SOUTH CORRIDOR 240 ELEVATOR LOBBY 238 NORTH CORRIDOR 239 SEE ARCH DRAWINGS WP8'-0"8'-0"8'-0" SEE ID600s FOR WALL/CLG. ALIGNMENTS, TYP. IN THESE ACCENT AREAS EQ EQEQEQID412_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 SIZETYP.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 SDOSOSOSSDSDSDSDALIGNALIGNALIGNOSPSSDSEE ARCHDRAWINGSSEE ARCHDRAWINGSSEE ARCHDRAWINGSSOUTHCORRIDOR240SEE ID600s FOR WALL/FLOORING ALIGNMENTS, TYP. IN THESE ACCENT AREASAWCAWCAWCAWCAWCAWCAWCAWCAWCAWCAWCAWC10"EQEQ8'-0"CLCCLCCLCCLCAWC_B3'-0"EQEQ2'-0"6'-0"15'-0"15'-0"15'-0"15'-0"15'-0" TO NEXT FIXTUREEQEQ15'-0"EQEQMUD-IN ACCESS PANEL (KEEP TIGHT TO WALL AND ALIGN, PAINT TO MATCH ADJACENT FINISH) -SEE MECH. DWGS FOR ADDITIONAL REQUIREMENTS2'-0"9 3/4" MIN.EQEQEQEQWALL MOUNTED EXIT SIGN1. 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 INFORMATION10. 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 CENTERLINERETURN -SEE MECH. DWGS EXHAUST/SUPPLY -SEE MECH. DWGS PSOSSDRCP LEGENDRCP GRAPHIC KEYRCP GENERAL NOTESEXPOSED CONCRETE CEILING SLAB5/8" GYPSUM BOARD CEILING, PTD;HT 8'-4 1/2" AFF5/8" GYPSUM BOARD CEILING, PTD;HT 8'-0" AFFSURFACE MOUNT DOWNLIGHT, WET LOCATIONPENDANT 1/2" GYPSUM BOARD CEILING, PTD. (U.N.O.); HT 7'-10" AFFELEC. PANEL -SEE ELEC. DWGS TELECOM PANEL -SEE ELEC. DWGS INTERCOM -SEE ELEC. DWGS ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTIONN1/4" = 1'-0"TYP. CORRIDORENLARGED RCP EASTID413_RTaitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SETADJUSTED PER ARCH. BACKGROUND CHANGES.ACCESS PANELS, SMOKE DETECTORS, OCCUPANCY SENSORS ADDED FOR CLARIFICATION.1111 ALIGN ALIGNALIGN 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 OSSDOSSDSDSDOSALIGNALIGNOSPSSDSEE ARCHDRAWINGSSEE ARCHDRAWINGSSOUTHCORRIDOR240AWCAWCAWCAWCAWCCLCCLCAWCAWCAWCAWCAWCAWCAWCCLCCLC8'-0"EQEQEQEQAWC_BEQEQEQEQ15'-0"30'-0"15'-0"15'-0"11'-0"11'-0"EQEQ1. 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 INFORMATION10. 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 CENTERLINERETURN -SEE MECH. DWGS EXHAUST/SUPPLY -SEE MECH. DWGS PSOSSDRCP LEGENDRCP GRAPHIC KEYRCP GENERAL NOTESEXPOSED CONCRETE CEILING SLAB5/8" GYPSUM BOARD CEILING, PTD;HT 8'-4 1/2" AFF5/8" GYPSUM BOARD CEILING, PTD;HT 8'-0" AFFSURFACE MOUNT DOWNLIGHT, WET LOCATIONPENDANT 1/2" GYPSUM BOARD CEILING, PTD. (U.N.O.); HT 7'-10" AFFELEC. PANEL -SEE ELEC. DWGS TELECOM PANEL -SEE ELEC. DWGS INTERCOM -SEE ELEC. DWGS ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTIONN1/4" = 1'-0"TYP. CORRIDORENLARGED RCP SOUTHID415_RTaitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECTSEE ID600s FOR WALL/FLOORING ALIGNMENTS, TYP. IN THESE ACCENT AREAS12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SETMUD-IN ACCESS PANEL (KEEP TIGHT TO WALL AND ALIGN, PAINT TO MATCH ADJACENT FINISH) -SEE MECH. DWGS FOR ADDITIONAL REQUIREMENTSADJUSTED PER ARCH. BACKGROUND CHANGES.ACCESS PANELS, SMOKE DETECTORS, OCCUPANCY SENSORS ADDED FOR CLARIFICATION.111 ALIGNALIGNALIGN 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 SDSDOSOSPSSDSEE ARCH DRAWINGSSEE ARCH DRAWINGSSEE ARCH DRAWINGSSOUTHCORRIDOR240SEE ID600s FOR WALL/FLOORING ALIGNMENTS, TYP. IN THESE ACCENT AREASAWCAWCAWCAWCAWCAWCAWCAWC8'-0"CLCCLCAWC_B4'-0"EQEQEQEQ2'-0"2'-0"EQEQEQEQMUD-IN ACCESS PANEL (KEEP TIGHT TO WALL AND ALIGN, PAINT TO MATCH ADJACENT FINISH) -SEE MECH. DWGS FOR ADDITIONAL REQUIREMENTS9 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 INFORMATION10. 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 CENTERLINERETURN -SEE MECH. DWGS EXHAUST/SUPPLY -SEE MECH. DWGS PSOSSDRCP LEGENDRCP GRAPHIC KEYRCP GENERAL NOTESEXPOSED CONCRETE CEILING SLAB5/8" GYPSUM BOARD CEILING, PTD;HT 8'-4 1/2" AFF5/8" GYPSUM BOARD CEILING, PTD;HT 8'-0" AFFSURFACE MOUNT DOWNLIGHT, WET LOCATIONPENDANT 1/2" GYPSUM BOARD CEILING, PTD. (U.N.O.); HT 7'-10" AFFELEC. PANEL -SEE ELEC. DWGS TELECOM PANEL -SEE ELEC. DWGS INTERCOM -SEE ELEC. DWGS ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTIONN1/4" = 1'-0"TYP. CORRIDORENLARGED RCP WESTID417_RTaitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SETADJUSTED PER ARCH. BACKGROUND CHANGES.ACCESS PANELS, SMOKE DETECTORS, OCCUPANCY SENSORS ADDED FOR CLARIFICATION.111 ALIGNSEE ARCH DRAWINGSSEE ARCH DRAWINGSSEE ARCH DRAWINGSSOUTHCORRIDOR2408'-0"SEE ID600s FOR WALL/CLG.ALIGNMENTS, TYP. IN THESE ACCENT AREASEQEQTYP.WPWPFULL CARPET TILE, SEE TYP. DETAIL 2/ID412_F FOR ADDITIONAL INFOWP1. 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 LEGENDGENERAL NOTESCARPET TILE; CPT-20SEE FINISH SCHEDULECARPET TILE; CPT-21SEE FINISH SCHEDULEWPWORK POINT, START HERETHRESHOLD (ABSOLUTE BLACKGRANITE, MATTE)SEE ARCH. UNIT. FINISH SCHEDULEERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTIONN1/4" = 1'-0"TYP. CORR. ENLARGEDFINISH PLAN WESTID418_FTaitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SETBACKGROUNDS CHANGED PER ARCH. CHANGES.GENERAL NOTES ADDED FOR CLARIFICATION.1 OSSDSDSDALIGNALIGNOSPSSDNORTHCORRIDOR239SEE ARCHDRAWINGSSEE ARCHDRAWINGSSEE ARCHDRAWINGSSEE ID600s FOR WALL/FLOORING ALIGNMENTS, TYP. IN THESE ACCENT AREASAWCAWCAWCAWCCLCCLCCLCCLCAWC8'-0"8'-0"AWC_BEQEQAWC_B10"15'-0"15'-0"5'-6"2'-0"EQ2EQ2MUD-IN ACCESS PANEL (KEEP TIGHT TO WALL AND ALIGN, PAINT TO MATCH ADJACENT FINISH) -SEE MECH. DWGS FOR ADDITIONAL REQUIREMENTSEQEQEQEQ9 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 INFORMATION10. 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 CENTERLINERETURN -SEE MECH. DWGS EXHAUST/SUPPLY -SEE MECH. DWGS PSOSSDRCP LEGENDRCP GRAPHIC KEYRCP GENERAL NOTESEXPOSED CONCRETE CEILING SLAB5/8" GYPSUM BOARD CEILING, PTD;HT 8'-4 1/2" AFF5/8" GYPSUM BOARD CEILING, PTD;HT 8'-0" AFFSURFACE MOUNT DOWNLIGHT, WET LOCATIONPENDANT 1/2" GYPSUM BOARD CEILING, PTD. (U.N.O.); HT 7'-10" AFFELEC. PANEL -SEE ELEC. DWGS TELECOM PANEL -SEE ELEC. DWGS INTERCOM -SEE ELEC. DWGS ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTIONN1/4" = 1'-0"TYP. CORRIDORENLARGED RCP NORTHID419_RTaitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SETADJUSTED PER ARCH. BACKGROUND CHANGES.ACCESS PANELS, SMOKE DETECTORS, OCCUPANCY SENSORS ADDED FOR CLARIFICATION.111 ALIGNALIGNNORTHCORRIDOR239NORTHCORRIDOR239SEE ARCHDRAWINGSSEE ARCHDRAWINGSSEE ARCHDRAWINGS8'-0"8'-0"SEE ID600s FOR WALL/CLG. ALIGNMENTS, TYP. IN THESE ACCENT AREASTYP.EQEQWPWPFULL CARPET TILE, SEE TYP. DETAIL 2/ID412_F FOR ADDITIONAL INFOWPFULL CARPET TILE, SEE TYP. DETAIL 2/ID412_F FOR ADDITIONAL INFO1. 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 LEGENDGENERAL NOTESCARPET TILE; CPT-20SEE FINISH SCHEDULECARPET TILE; CPT-21SEE FINISH SCHEDULEWPWORK POINT, START HERETHRESHOLD (ABSOLUTE BLACKGRANITE, MATTE)SEE ARCH. UNIT. FINISH SCHEDULEERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTIONN1/4" = 1'-0"TYP. CORR. ENLARGEDFINISH PLAN NORTHID420_FTaitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SETBACKGROUNDS CHANGED PER ARCH. CHANGES.GENERAL NOTES ADDED FOR CLARIFICATION.1 ALIGN ALIGN ALIGNALIGN ALIGN ALIGNGENERAL 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-101'-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-10PT-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. CONTINUOUS2"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-10AL3AL3 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 FINISH1'-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 ALIGNALIGNALIGN ALIGNALIGNALIGN ALIGN ALIGNGENERAL 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 FINISH1'-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. FIXTURE7'-6"TO T.O. FIXTURE8'-0"EQ EQ WALL MOUNTED FIRE ALARM DEVICE - SEE ELEC. DWGS.; FINISH: WHITE TO T.O. FIXTURE6'-8"TYP. 6" MAX. 4'-0" MAX. EQ 4'-0" MAX. EQ START TILING HERE WB6"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 FINISH1'-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. FIXTURE6'-8"TO T.O. FIXTURE8'-0"TO T.O. FIXTURE7'-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-104"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. ART2"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 MUD- IN 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. FIXTURE7'-6"TO T.O. FIXTURE8'-0"TO T.O. FIXTURE6'-8"8'-0"2"INTERIOR STOREFRONT, 2" WIDE PROFILE, MATTE BLACK FINISH PT-10 WB-10 PT-30 TYP. TYP. TYP. ART1'-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"EQEQCONTINUOUS MUD-IN SLOT DIFFUSER (FACING THE SIDE) PT-30 PT-13 SCHEDULED RECEPTACLE - RE: ELEC. DWGS; MATTE BLACK FINISH1'-6"SCHEDULED RECEPTACLE - RE: ELEC. DWGS; MATTE BLACK FINISHANY 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. DWGS1'-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-15PT-15 PT-15 PT-15 PT-15 PT-15PT-15 PT-15 PT-15PT-15 6"MW-13 MW-13 MW-13 MW-13MW-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"EQEQEQ (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 - CONTINUOUS4 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 -CONTINUOUSMAX.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 WINDOWS4"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"AL41'-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 ELEVATION8'-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 FINISH1'-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 -CONTINUOUSMAX.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 ALIGNALIGN3/4"10"AP3 PT-18TYP.1 ALIGN ALIGN ALIGN ALIGN ALIGN ALIGNALIGNGENERAL 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 EQ8'-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-11MIR-11 PT-16 WB-13 WB-13 WB-138"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. PANELSCHEDULED 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-16TYP. 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 EQ9'-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. DWGS1'-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 TILES6'-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 DWGSEQEQ 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 TILES6'-0"+/-PT-30 TR-15 WT-10 PC-10 GL-10 TR-101'-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-103'-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-106"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-21TYP.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-21TYP.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"EQEQ3'-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 NOTES1. 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 THEID600 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.OPENPT-20WB-20PT-21WC-21PT-20WB-20PT-21TYP.TYP.TYP.TYP.TYP.6"X X XEQEQ6'-8"WALL MOUNTED FIRE ALARM DEVICE -SEE ELEC. DWGS.; FINISH: WHITEEXTEND WALL COVERING TO THE CORNER -TYP. IN END/CORNER CONDITIONSOPENPT-22PT-22PT-22PT-22PT-20WB-20PT-21PT-20PT-21TYP.TYP.TYP.6"SCHEDULED RECEPTACLE -RE: ELEC. DWGS EQEQ1'-6"6'-8"WALL MOUNTED FIRE ALARM DEVICE -SEE ELEC. DWGS.; FINISH: WHITEPT-20WB-20PT-21PT-20WB-20PT-21PT-22PT-22WC-21X X X5'-0"SEE ID_RCPsAWC_BTYP.TYP.TYP.TYP.TYP.6"TYP.WALL MOUNTED FIRE ALARM DEVICE -SEE ELEC. DWGS.; FINISH: WHITESCHEDULED RECEPTACLE -RE: ELEC. DWGS 1'-6"EQEQ6'-8"PT-20WB-20PT-21PT-22PT-22PT-22PT-22WB-20WC-21PT-21PT-20DOOR AS SCHEDULED, PTD., TO MATCH ADJACENT WALLX X X6"TYP.TYP.TYP.TYP.WB-2010"5'-0"AWC_BCLEAN, CRISP, STRAIGHT EDGES -TO ALIGN ON WALLS, FLOORS AND CEILINGS; TYP. IN ALL ACCENT AREASPT-20TYP.ID7083SimTYP.ID7083Sim/MIR.OPENPT-20WB-20PT-21PT-20WB-20PT-215'-0"AWC_BEQEQ6"TYP.TYP.TYP.TYP.SCHEDULED RECEPTACLE -RE: ELEC. DWGS 1'-6"PT-20WB-20PT-21PT-20WB-20PT-21PT-20WB-20PT-21PT-22PT-22WC-21WC-21DOOR AS SCHEDULED, PTD., TO MATCH ADJACENT WALL6"ID7101SimTYP.TR-16TYP. @ ALL UNIT ENTRANCES1'-6"SCHEDULED FEC, RECESSED8'-0"7'-10"X X XTYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.WB-20TYP.10"5'-0"AWC_BX X XEXTEND WALL COVERING TO THE CORNER -TYP. IN END/CORNER CONDITIONSWC-21PT-216"WB-20TYP.TYP.TYP.X X XEXTEND WALL COVERING TO THE CORNER -TYP. IN END/CORNER CONDITIONSMIN.9 3/4"ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTIONAs indicatedTYPICAL CORRIDORELEVATIONSID611Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/2" = 1'-0"1TYP. NORTH CORRIDOR - LOOKING NORTH1/2" = 1'-0"2TYP. NORTH CORRIDOR - LOOKING WEST1/2" = 1'-0"3TYP. NORTH CORRIDOR - LOOKING WEST_21/2" = 1'-0"6TYP. NORTH CORRIDOR - LOOKING EAST_21/2" = 1'-0"7TYP. NORTH CORRIDOR - LOOKING SOUTH1/2" = 1'-0"5TYP. NORTH CORRIDOR - LOOKING EAST1/2" = 1'-0"4TYP. NORTH COR. - LOOKING NORTH_2WC-20 IN ACCENT AREAS CHANGED TO PT-22. ALL TR-16 IN ACCENT AREAS REMOVED, U.N.O.111FIRE ALARM DEVICES AND RECEPTACLES SHOWN FOR COORDINATION, PER ELEC. DWGS.1111111ADJUSTED PER ARCH. BACKGROUND CHANGES.112.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET ALIGNGENERAL 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-20OPENPT-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-21SCHEDULED 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 ALIGNGENERAL NOTES1. 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"0803078"PT-30WT-14WB-14ST-16MEL-13MEL-13MEL-13MEL-13PT-14TR-13J-CHANNEL AT TOP AND BOTTOM, SATIN SS FINISH, TYP.CONTINUOUS,NO JOINTSMEL-13CONTINUOUSFILLEREQ3/4"1'-2 1/4"3/4"3'-0"3/4"1'-2 1/4"3/4"2'-5 1/4"3/4"FILLEREQALL EXPOSED FACES TO BE FINISHED (MEL-13), TYP.MEL-13MEL-13110406121'-6"6"2'-2"1'-10"7"MAX.2'-10 1/4"3'-3"EQEQ3'-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"CONCEALEDSTEEL CARRIERIN THE WALL;AS REQUIRED, TYP. -LOCATE AT ENDS AND AT SKIRT SO THEY ARE FULLY CONCEALED8"PT-30PT-14WB-14SCHEDULED OUTLET -SATIN SS FINISH, COVER PLATE02ACCESSIBLE TOILET. TOP OF TOILET SEAT IS 17"MIN. -19"MAX. A.F.F.040905111'-6"6"1'-2"1'-10"5'-0"48" MAX.4'-0"8"PT-30PT-14WB-142'-6"0103088'-0"2"MAX.2'-10 1/4"SCHEDULED 2-GANG SWITCH -RE: ELEC. DWGS;SATIN SS FINISH, COVER PLATE48" MAX.4'-0"EQEQ101'-10"MAX.3'-8"8"PT-30PT-14WB-148"MIN.10"WALL MOUNTED FIRE ALARM DEVICE -SEE ELEC. DWGS.; FINISH: WHITE6'-8"ID62042531'-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-11ST-16EQEQFLOORING CONTINUES BELOW COUNTER, TYP.FULL TILESCHEDULED LIGHT FIXTURE -SEE RCPID6206TYP.MIR-13TR-13WT-141 5/8" MTL FRAMINGTHIN-SET MORTAR, PER MANUF. RECOMMENDATIONFULL HEIGHT SCHEDULED STRIP LIGHT FIXTUREW/ LENSE IN COVE (COUNTER TO CEILING, PROVIDE END CAPS); SECURILY ATTACHED;CONCEALED FASTEN METHODCONTINUOUSST-16BELOWST-16SERCURILY ATTACHED, CONCEALED FASTEN METHOD -EXTEND BEYOND LIGHT FIXTURE, TYP.BELOWJ-CHANNEL AT TOP AND BOTTOM, SATIN SS FINISH, TYP.SCHEDULED PARTITIONPARTITIONSCHEDULED5/8"SMOOTH SURFACE -PAINTED, MATTE BLACKERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTIONAs indicatedTYPICAL BATHROOMELEVATIONSID620Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/2" = 1'-0"2TYP. BATHROOM - VANITY FRONT1/2" = 1'-0"3TYP. BATHROOM - TOILET SECTION1/2" = 1'-0"4TYP. BATHROOM - TOILET FRONT1/2" = 1'-0"5TYP. BATHROOM - VANITY SECTION1/2" = 1'-0"1TYP. BATHROOM FLOOR PLANItem Number Description Mounting Height (A.F.F.) Manufacturer/Product DescriptionRemarks01 SOAP DISPENSER WALL MOCKETT SPD2-SSSPROVIDE REQ'D BLOCKING02 PAPER TOWEL DISPENSER & WASTERECEPTACLEWALL,RECESSEDBOBRICK B-36903; TrimLineSeriesPROVIDE REQ'D BLOCKING; COORDINATE ROUGH OPENING IN WALL03 UNDERMOUNT LAVATORY COUNTER ICERA 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" x13-1/4"; Outer dimensions: 22-5/8" x 15-1/2"PROVIDE CONCEALED CARRIERS WITHIN WALL04 HANDICAP GRAB BAR WALL BOBRICK B-5806 18"PROVIDE REQ'D BLOCKING05 HANDICAP GRAB BAR WALL BOBRICK B-5806 36"PROVIDE REQ'D BLOCKING06 HANDICAP GRAB BAR WALL BOBRICK B-5806 42"PROVIDE REQ'D BLOCKING07 MIRROR WALL TEMPERED CLEAR MIRROR, POLISHED EDGES, 1/4" THICK, FULL HEIGHT (COUNTER TOCEILING)PROVIDE REQ'D BLOCKING, SEE MIR-12 ON FINISH SCHEDULE08 FAUCET LAVATORY DELTA PIVOTAL, SINGLE HANDLE DECK MOUNT BATHROOM FAUCET, 599-SSMPU-DST;FINISH: STAINLESS; 0.5 GPM (FOR 0.5 GPM PROVIDE AERATOR)09 TOILET FLOOR TOTO Nexus Two-Piece Toilet, 1.28 GPF, Elongated Bowl: COLOR: COTTON PROVIDE REQ'D BLOCKING, NOTE: FLUSH VALVE MUST BE INSTALLED AT OPEN SIDE OF FIXTURE (NOT NEXT TO WALL); PROVIDE MATCHING SEAT ANDCOVER10 ROBE HOOK WALL DELTA, VERO BATH COLECTION, DOUBLE ROBE HOOK, 77736-SS, BRILLIANCESTAINLESSPROVIDE REQ'D BLOCKING11 TISSUE HOLDER WALL DELTA, VERO BATH COLECTION, 77736-SS, BRILLIANCE STAINLESS PROVIDE REQ'D BLOCKING12 SURFACE-MOUNTED SEAT-COVERDISPENSERWALL,RECESSEDBOBRICK B-221; ClassicSeriesPROVIDE REQ'D BLOCKINGTYP. BATHROOM PLUMBING FIXTURE SCHEDULETYPICAL 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-COMPLAINT6" = 1'-0"6PLAN DETAIL @ VANITY COVE LIGHT12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET1111 ALIGN ALIGN ALIGN ALIGN ALIGN1ST 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 INSTALLATION1'-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. HEIGHTACTUAL 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 L14.2SCHEDULED PARTITION4 5/8"4'-4 7/8"SCHEDULED PARTITION4 1/8"5'-5 1/8"1'-5"RE: ID4015'-9 1/4"4 1/2"..V.I.F.1"+/-1'-5"2'-1" 1'-5" PARTITION SCHEDULED 1'-5"8"3/4"RE: PLAN4'-4 7/8"3/4".2'-7 9/16"ACTUAL SIZE2'-7 9/16"ACTUAL SIZE2'-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: PLAN5'-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 ALIGNALIGNALIGN 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-10ST-15 TYP. ST-15 TYP.1'-6"4"4"4"FOR FLOORING SEE ID401_F STONE VEINS DIRECTION, TYP. PL-10 PL-10PL-104"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/A5043/4"RE: 8/A5041'-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/A5043/4"T.O. PLANTER ALIGN W/ TOP OF WINDOW MULLION RE: 8/A5041'-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 ALIGNALIGN ALIGNALIGNALIGNALIGNALIGNALIGNALIGN ALIGNALIGNALIGN3 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 EQEQEQEQEQEQCONTINUOUS 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. EQ5 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 CONCEALED1" ERIC COLBERT & ASSOCIATES DRAWING TITLE SCALE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, 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 ALIGNALIGNALIGNALIGNALIGNALIGNALIGNALIGNALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGNALIGNALIGN 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.EQEQ12'-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-15PT-15 PT-15 PT-15 PT-15 PT-15PT-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 EQEQ3/4"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. DWGS1'-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 ALIGNALIGNALIGNALIGN ALIGNALIGNMIN.2'-3"PF-10 PF-11 PF-121'-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"EQEQTOE 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 EQEQ4 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 ALIGNALIGNALIGNALIGNALIGNALIGN1 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-1210"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 ALIGNALIGNALIGNALIGN3/8" 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 U- CHANNEL 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 ALIGNALIGNALIGNAL3 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 CORNER4"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 RCPPTD. 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 RCP1ST 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 ALIGNALIGN ALIGNALIGNSCHEDULED PARTITIONSCHEDULED 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 EQFINISH: 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 FRAMECAULK 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 INSTALLATION2 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@caesarstoneus.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@caesarstoneus.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.com 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@sherwin.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 & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTIONAMENITY SPACE FINISHSCHEDULEID801Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECTCOMMON AREA FINISH SCHEDULELOCATION/SURFACEFINISHCODEMATERIAL PRODUCT/DESCRIPTION FINISH SIZE MANUFACTURER/SUPPLIER REMARKS106 ELEVATOR LOBBYCEILING PT-30 PAINT Sherwin Williams: Color SW 9545 GHOSTED FLAT N/A Sherwin Williams: Mark Spillman; 216-906-6251;mark.d.spillman@sherwin.comSherwin Williams primer + 2 finish coats throughout unless otherwise specified.FLOOR T-10 PORCELAIN TILE Edimax Kardoso ; color: gray; finish: matte (12″x24″) & Decoro Scratch(6″x24″)AS PER PRODUCT -MATTEMIX SIZES (HALF 12"x24" & HALF6"x24")MOSAICTILE COMPANY: Andrew Taylor;301-717-9708; ataylor@mosaictileco.cominstall & 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 andapproval); provide mock-up for review and approval; coordinate lead timeRAILING AT RAMP R-10 METAL custom decorative metal railing, prefinished/shop-applied powder coat, matteblack, provide flat end caps at returns to wall at each end; top of handrail at3'-0"; pass handrail 1'-0"on each end of rampREFER TO DWGS customTRANSITIONSTRIPTS-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.cominstall per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness oftile/detail so face of transition strip and face of tile align; confirm ADA complianceTRANSITIONSTRIPTS-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.cominstall per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness oftile/detail so face of transition strip and face of tile align; confirm ADA complianceTRANSITIONSTRIPTS-12 METAL Schluter DILEX-KSN, finish: TBDBRUSHED STAINLESSSTEELREFER TO DWGS & V.I.F. SCHLUTER: Jason Eckard; 410-999-4490;jeckard@schluter.cominstall per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness oftile/detail so face of transition strip and face of tile align; confirm ADA complianceTRANSITIONSTRIPTS-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.cominstall per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness oftile/detail; confirm ADA complianceWALL PT-10 PAINT Sherwin Williams: Color TBDFLAT (EGGSHELL INPACKAGE R. ONLY)N/A Sherwin Williams: Mark Spillman; 216-906-6251;mark.d.spillman@sherwin.comSherwin Williams primer + 2 finish coats throughout unless otherwise specified.WALL ACCENT BR-10 THIN BRICK to match adjacent exterior brick (adjacent to vestibule - MUDBOX SMOOTH,GEORGETOWNE); provide corner piece brick at cornersAS PER PRODUCT REFER TO DWGS WATSONTOWN 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 timeWALL ACCENT PT-12 PAINT Sherwin Williams: Color TBDFLAT N/A Sherwin Williams: Mark Spillman; 216-906-6251;mark.d.spillman@sherwin.comSherwin Williams primer + 2 finish coats throughout unless otherwise specified.WALL ACCENT 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.cominstall per manufacturer recommendation; 1/8" joints; mix different textures evenly; grout per manuf. recommendation;Color: TBD (submit for review and approval); coordinate lead timeWALL BASE WB-10 PAINTED MDFBASEmoisture resistant mdf base, square edge profile; Sherwin Williams: ColorSW 6991/BLACK MAGICSEMIGLOSS 6" high x 3/4" thick (total dims), easededges (U.N.O.)Sherwin Williams: Mark Spillman; 216-906-6251;mark.d.spillman@sherwin.comSherwin Williams primer + 2 finish coats throughout unless otherwise specified.WALL TRIM TR-11 METAL Schluter Schiene, finish: brushed stainless steel EB BRUSHED STAINLESSSTEELREFER TO DWGS & V.I.F. SCHLUTER: Jason Eckard; 410-999-4490;jeckard@schluter.cominstall per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness oftile/detail so face of trim and face of tile align107 RESIDENT LOUNGECEILING PT-15A PAINT Sherwin Williams: Color SW 6991/BLACK MAGIC FLAT N/A Sherwin Williams: Mark Spillman; 216-906-6251;mark.d.spillman@sherwin.comSherwin Williams primer + 2 finish coats throughout unless otherwise specified.CEILING PT-30 PAINT Sherwin Williams: Color SW 9545 GHOSTED FLAT N/A Sherwin Williams: Mark Spillman; 216-906-6251;mark.d.spillman@sherwin.comSherwin Williams primer + 2 finish coats throughout unless otherwise specified.CEILING WD-11 WOOD Material: American Elm or Thoroughbred Oak; Texture: Smooth; Grade/Character: knots present - average size about a nickels' width or smaller, noholes or large checksCLEAR SATIN, UVRESISTANTREFER 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 factorCEILING WD-12 WOOD Material: American Elm or Thoroughbred Oak; Texture: Smooth; Grade/Character: knots present - average size about a nickels' width or smaller, noholes or large checksCLEAR SATIN, UVRESISTANTREFER 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 factorCOUNTER TOP &VERTICALRETURNS ATKITCHENACCENT &FIREPLACETABLEST-13 COMPOSITEQUARTZCaesarstone, color: Raw Concrete 4004, miter corners typ. all exposed edgesfinshed/polished3/4" thick; REFER TO DWGS CAESARSTONE: Afi Douez; 202-738-3978;Afi.Douez@caesarstoneus.cominstall per manufacturer recommendation; coordinate lead timeCOUNTER TOP &VERTICALRETURNS ATWORK STATIONST-12 COMPOSITEQUARTZCaesarstone, color: Raw Concrete 4004, use largest slabs available (10'long); square edges per manufacturer recommendationall exposed edgesfinshed/polished3/4" thick; REFER TO DWGS CAESARSTONE: Afi Douez; 202-738-3978;Afi.Douez@caesarstoneus.cominstall per manufacturer recommendation; coordinate lead timeCOUNTER TOPSAT KITCHENST-14 COMPOSITEQUARTZCaesarstone, color: Frozen Terra 4601, use largest slabs available (10'long); square edges per manufacturer recommendationall exposed edgesfinshed/polished3/4" thick; REFER TO DWGS CAESARSTONE: Afi Douez; 202-738-3978;Afi.Douez@caesarstoneus.cominstall per manufacturer recommendation; coordinate lead timeFIRE PLACE FP-10 FIRE PLACE VAPOR-FIRE FIREPLACE: AIDAN See-Thru 36” Diameter, 8” Flue - NorthAmerican Designed and Manufactured by CF+DBLACK MATTE FINISH REFER TO DWGS CF+D custom fireplace design inc.: Vince Volpe;1-866-909-3070;vince@customfireplacedesign.comCustom 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 diameterFLOOR LVT-11 LUXURY VINYLTILESHAW: Style: 0867V HERITAGE OAK 720C PLUS, Color: Bur Oak ; WearLayer: 20 milAS PER PRODUCT As per product; 9" x 59" Shaw: Joseph Benavides; 240-285-3840;joseph.benavides@shawinc.cominstall per manuf. recommendation; flooring to extend beyond face of wall base - typ; stagger installationKITCHENMILLWORKMEL-14 LAMINATE PORCELANOSA/GAMADECOR: RESIDENCE LINE; FINISH: ROBLENEGRO ( ALL INTERIOR OF THE CABINETS TO BE MATTE BLACKFINISH )AS PER PRODUCT REFER TO DWGS Porcelanosa: Julie Zanuz; 305-815-7774;jzanuz@porcelanosa-usa.comprovide continuous standard toekick made of aluminum, steel finish as required; 12-16 weeks lead timeKITCHENPULL/HARDWAREPUL-12 METAL Integrated Aluminum ("J") handle - unless noted differently as integrated/same color handle; full widthSATIN ANODIZEDALUMINUMAs per product Porcelanosa: Julie Zanuz; 305-815-7774;jzanuz@porcelanosa-usa.compart of specified productMETAL BASE ATFIRE PLACETABLEB-12 METAL WALLBASEPURE+FREEFORM: Collection: Signature Series; Color: Black Diamond AS PER PRODUCT,matteREFER TO DWGS & V.I.F. www.purefreeform.com;kaitlyn@purefreeform.com; 952-529-5588Color/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 fastenMETAL SHELVESAT KITCHENMTL-15 METAL 1/8" thick metal plate shelf with ledge, powder coat w/matte black shop finish;crisp edgesBLACK MATTE FINISH REFER TO DWGS custom countersunk torx screw head (match finish) fasten method; even screw pattern - submit for review & approvalMETAL SUPPORT MTL-14 METAL see detail 3/ID703 per struct. recommendation; powder coat w/matte blackshop finishBLACK MATTE FINISH REFER TO DWGS custom concealed fasten methodMETAL SURFACE MTL-13 METAL PURE+FREEFORM: Luxury Vintage Collection; Color: Brooklyn Steel AS PER PRODUCT REFER TO DWGSColor/finish to match control sample - need to be submited to and approved by architectMILLWORKSEATINGWT-16 LAMINAM CROSSVILLE: OXIDE 3+, Color: Nero AS PER PRODUCT AS PER PRODUCT MOSAICTILE COMPANY: Andrew Taylor;301-717-9708; ataylor@mosaictileco.cominstall per manufacturer recommendation; no joints (full size); coordinate lead timeMILLWORKSHELVESMW-13 MDF PAINTED MOISTURE RESISTANT MDF, COLOR TBD SATIN SHEEN, UVRESISTANT, WATER/STAIN RESISTANT3/4" thick; REFER TO DWGS GC CHOICE sample needs to be submitted to and approved by Interior DesignerPULL/HARDWARE PUL-16 METAL BRIZO Vettis; Double Robe HookBLACK MATTE FINISH As per product BRIZO/DELTA: Samantha Givans;sam@barger.agencyinstall per manuf. recommendation; confirm exact location w/ ID prior to installationTRANSITIONSTRIPTS-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.cominstall per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness oftile/detail; confirm ADA complianceUPHOLSTERY UP-11 Textile Wolf Gordon: Gabrielle, Color: Obsidian; Backing: Styrene-butadiene Rubber(SBR); Construction: Woven; 100,000+ double rubsSpill and stain-resistanttreatmentREFER TO DWGS & V.I.F. Wolf Gordon: Tracy Lewis; 240-418-4180;tracy.lewis@wolfgordon.cominstall per manufacturer recommendation; coordinate lead timeWALL WC-10 WALL COVERING WolfGordon Connections; Collection Name: Tjep. Cubism; color: Concrete AS PER PRODUCT,Fabric backed VinylREFER TO DWGS & V.I.F. Wolf Gordon: Tracy Lewis; 240-418-4180;tracy.lewis@wolfgordon.cominstall per manufacturer recommendationWALL ACCENT PT-13 PAINT Sherwin Williams: Color TBDFLAT N/A Sherwin Williams: Mark Spillman; 216-906-6251;mark.d.spillman@sherwin.comSherwin Williams primer + 2 finish coats throughout unless otherwise specified.WALL ACCENT PT-15 PAINT Sherwin Williams: Color SW 6991/BLACK MAGIC FLAT N/A Sherwin Williams: Mark Spillman; 216-906-6251;mark.d.spillman@sherwin.comSherwin Williams primer + 2 finish coats throughout unless otherwise specified.WALL ACCENT 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.cominstall per manufacturer recommendationWALL ACCENT WD-11 WOOD Material: American Elm or Thoroughbred Oak; Texture: Smooth; Grade/Character: knots present - average size about a nickels' width or smaller, noholes or large checksCLEAR SATIN, UVRESISTANTREFER 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 factorWALL ACCENT WD-12 WOOD Material: American Elm or Thoroughbred Oak; Texture: Smooth; Grade/Character: knots present - average size about a nickels' width or smaller, noholes or large checksCLEAR SATIN, UVRESISTANTREFER 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 factorWALL ACCENT WD-13 WOOD Acoustical ARTCONCEPTS: Akupanel: acoustic panels, Dimensions:600mm x 2400mm ; Thickness: 20mm; Material: PET Polyester Fiber, MDF,Wood Veneer. color: TBDREFER TO DWGS & V.I.F. Josh Benjamin; 703-855-9672;Josh_ArchElements@msn.cominstall per manufacturer recommendation; flat black screws to attach to GWB; full size panels (no horizontal joints);coordinate lead timeWALL ACCENT WT-13 PORCELAIN TILE Ann Sacks: Savoy Design: Ribbed, Color: Lotus LinenAS 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 forreview and approval); keep grout joint (1/16" per manuf. recommendation) consistant throughout pattern (to be sealed);coordinate lead timeWALL BASE WB-10 PAINTED MDFBASEmoisture resistant mdf base, square edge profile; Sherwin Williams: ColorSW 6991/BLACK MAGICSEMIGLOSS 6" high x 3/4" thick (total dims), easededges (U.N.O.)Sherwin Williams: Mark Spillman; 216-906-6251;mark.d.spillman@sherwin.comSherwin Williams primer + 2 finish coats throughout unless otherwise specified.WALL TRIM 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.cominstall per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness oftile/detail so face of trim and face of tile alignWALL TRIM 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-termination/install per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness oftile/detail so face of trim and face of tile alignWALL TRIM TR-17 METAL Schluter Quadec and Inside/Outside Corner as required,finish: texturedcolor-coated aluminum - color: TSDA Dark AnthraciteCOLOR-COATEDALUMINUMREFER TO DWGS & V.I.F. SCHLUTER: Jason Eckard; 410-999-4490;jeckard@schluter.cominstall per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness oftile/detail so face of trim and face of tile align108 FITNESS CENTERCEILING PT-30 PAINT Sherwin Williams: Color SW 9545 GHOSTED FLAT N/A Sherwin Williams: Mark Spillman; 216-906-6251;mark.d.spillman@sherwin.comSherwin Williams primer + 2 finish coats throughout unless otherwise specified.FLOOR 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.cominstall per manufacturer recommendation; coordinate lead time - approx. 4-6 weeks lead timeFLOOR RB-11 RUBBER ECORE: Ecofit; color: 1214 Take OneAS PER PRODUCT REFER TO DWGS, 4' wide roll Spartan Surfaces: Danny Boyle; 703-928-6508;DBoyle@spartansurfaces.cominstall per manufacturer recommendation; coordinate lead time - approx. 4-6 weeks lead timeFRAME ATMIRRORMF-10 MIRROR FRAME moisture resistant mdf base, square edge profile; Sherwin Williams: to matchWB-13SEMIGLOSS REFER TO DWGS; 8" high x 3/4"thick (total dims)Sherwin Williams primer + 2 finish coats throughout unless otherwise specified.MILLWORKSHELVESMW-11 MDF MOISTURE RESISTANT MDF, PAINTED; COLOR "A": SW 0008/CAJUNRED & COLOR "B": SW 0032/NEEDLEPOINT NAVYSATIN SHEEN, UVRESISTANT, WATER/STAIN RESISTANTREFER TO DWGS GC CHOICE sample needs to be submitted to and approved by Interior DesignerMILLWORKSHELVESMW-12 MDF MOISTURE RESISTANT MDF, NATURAL FINISH SATIN SHEEN, UVRESISTANT, WATER/STAIN RESISTANTREFER TO DWGS GC CHOICE sample needs to be submitted to and approved by Interior DesignerMIRROR MIR-10 MIRROR TEMPERED CLEAR MIRROR, POLISHED EDGES, 1/4" THICK, FULLHEIGHT; Vinyl backed Mirror; 8" frame all sides MF-10REFER TO DWGS & V.I.F.provide req'd blocking; securily attached to wallMIRROR MIR-11 MIRROR TEMPERED CLEAR MIRROR, POLISHED EDGES, 1/4" THICK, FULLHEIGHT; Vinyl backed Mirror; 8" frame all sides MF-10REFER TO DWGS & V.I.F.provide req'd blocking; securily attached to wallTRANSITIONSTRIPTS-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.cominstall per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness oftile/detail; confirm ADA complianceWALL PT-16 PAINT Sherwin Williams: Color SW 7641 COLONNADE GRAY EGGSHELL N/A Sherwin Williams: Mark Spillman; 216-906-6251;mark.d.spillman@sherwin.comSherwin Williams primer + 2 finish coats throughout unless otherwise specified.WALL ACCENT 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/coatingREFER TO DWGS & V.I.F. National Wallcovering: Jennifer Calhoun;703-206-8824jennifer.calhoun@nationalwallcovering.com;install per manufacturer recommendation; coordinate lead time; submit project specific pattern/layout for review andapprovalWALL BASE WB-13 PAINTED MDFBASEmoisture resistant mdf base, square edge profile; Sherwin Williams: ColorSW 6991/BLACK MAGICSEMIGLOSS 8" high x 3/4" thick (total dims), easededgesSherwin Williams: Mark Spillman; 216-906-6251;mark.d.spillman@sherwin.comSherwin Williams primer + 2 finish coats throughout unless otherwise specified.WALL TRIM 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-termination/install per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness oftile/detail so face of trim and face of tile alignLOCATION/SURFACEFINISHCODEMATERIAL PRODUCT/DESCRIPTION FINISH SIZE MANUFACTURER/SUPPLIER REMARKS100 VESTIBULECEILING PT-30 PAINT Sherwin Williams: Color SW 9545 GHOSTED FLAT N/A Sherwin Williams: Mark Spillman; 216-906-6251;mark.d.spillman@sherwin.comSherwin Williams primer + 2 finish coats throughout unless otherwise specified.FLOOR WM-10 STAINLESSSTEEL GRIDConstruction 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 depressionWALL PT-18 PAINT Sherwin Williams: Color SW 6991/BLACK MAGIC FLAT N/A Sherwin Williams: Mark Spillman; 216-906-6251;mark.d.spillman@sherwin.comSherwin Williams primer + 2 finish coats throughout unless otherwise specified.WALL BASE WB-10 PAINTED MDFBASEmoisture resistant mdf base, square edge profile; Sherwin Williams: ColorSW 6991/BLACK MAGICSEMIGLOSS 6" high x 3/4" thick (total dims), easededges (U.N.O.)Sherwin Williams: Mark Spillman; 216-906-6251;mark.d.spillman@sherwin.comSherwin Williams primer + 2 finish coats throughout unless otherwise specified.101 LOBBYCEILING PT-18A PAINT Sherwin Williams: Color SW 6991/BLACK MAGIC FLAT N/A Sherwin Williams: Mark Spillman; 216-906-6251;mark.d.spillman@sherwin.comSherwin Williams primer + 2 finish coats throughout unless otherwise specified.CEILING PT-30 PAINT Sherwin Williams: Color SW 9545 GHOSTED FLAT N/A Sherwin Williams: Mark Spillman; 216-906-6251;mark.d.spillman@sherwin.comSherwin Williams primer + 2 finish coats throughout unless otherwise specified.CEILING WD-10 WOOD Material: American Elm or Thoroughbred Oak; Texture: Smooth; Grade/Character: knots present - average size about a nickels' width or smaller, noholes or large checksCLEAR SATIN, UVRESISTANTREFER 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 factorCOUNTER &SEATING TOPAND RETURNSST-15 STONE OPTION 1: BLACK MARBLE; Sahara Noir, Polished Marble Slab; minimalveins; OPTION 2: Black Marble honed; minimal veinsall exposed edgesfinshed/polished3/4" 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 Roomdepening on selection available); coordinate lead timeCOUNTER TOP ST-10 COMPOSITEQUARTZDaltile: ONE QUARTZ SURFACES; NQ69 ASH GREY - FINISH: HONED all exposed edgesfinshed/polished3/4" thick; REFER TO DWGS Daltile: Rebecca Hankins; 404-625-9091;Rebecca.Hankins@daltile.cominstall per manufacturer recommendation; coordinate lead timeFLOOR T-10 PORCELAIN TILE Edimax Kardoso ; color: gray; finish: matte (12″x24″) & Decoro Scratch(6″x24″)AS PER PRODUCT -MATTEMIX SIZES (HALF 12"x24" & HALF6"x24")MOSAICTILE COMPANY: Andrew Taylor;301-717-9708; ataylor@mosaictileco.cominstall & 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 andapproval); provide mock-up for review and approval; coordinate lead timeMETAL BASE ATCONCIERGEDESK & SEATINGB-10 METAL WALLBASEPURE+FREEFORM: Collection: Signature Series; Color: Black Diamond AS PER PRODUCT,matteREFER TO DWGS & V.I.F. www.purefreeform.com;kaitlyn@purefreeform.com; 952-529-5588Color/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 fastenMETAL BASE ATPLANTERB-11 METAL WALLBASEPURE+FREEFORM: Collection: Signature Series; Color: Black Diamond AS PER PRODUCT,matteREFER TO DWGS & V.I.F. www.purefreeform.com;kaitlyn@purefreeform.com; 952-529-5588Color/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 fastenMETAL FRAME ATCONCIERGEDESKMTL-11 METAL 1" thick metal shelf, powder coat w/matte black shop finish; crisp edges,miter joints, typicalBLACK MATTE FINISH REFER TO DWGS custom concealed fasten method typ. for all exposed surfaces; coordinate lead time; provide mock-up for review and approvalprior to fabricationMETAL FRAME ATOPENINGMTL-12 METAL 3/4" thick metal frame, powder coat w/matte black shop finish; crisp edges,miter joints, typicalBLACK MATTE FINISH REFER TO DWGS custom anchored securily to the slab above, GC to coordinate, provide adequate support in ceilingMETAL SHELF MTL-16 METAL 1/8" thick metal plate shelf with ledge, powder coat w/matte black shop finish;crisp edgesBLACK MATTE FINISH REFER TO DWGS custom countersunk torx screw head (match finish) fasten method; even screw pattern - submit for review & approvalMETAL SHELF ATWALL BEHINDCONCIERGEDESKMTL-10 METAL 3/4" thick metal shelf, powder coat w/matte black shop finish; crisp edges,miter joints, typicalBLACK MATTE FINISH REFER TO DWGS custom concealed fasten method typ. for all exposed surfaces; coordinate lead time; provide mock-up for review and approvalprior to fabricationMILLWORK MEL-10 LAMINATE PORCELANOSA/GAMADECOR: RESIDENCE LINE; FINISH: ROBLENEGRO ( ALL INTERIOR OF THE CABINETS TO BE MATTE BLACKFINISH )AS PER PRODUCT REFER TO DWGS Porcelanosa: Julie Zanuz; 305-815-7774;jzanuz@porcelanosa-usa.comprovide locks on each cabinet per owner advice; provide continuous standard toekick made of aluminum, steel finish asrequired; 12-16 weeks lead timeMILLWORKCONCIERGEDESKMW-10 WOOD VENEER BROGANWOODPRODUCTS LLC, Product Line: Exclusive EH Line, Type:Plain Grey Dark, Finish: Clear Acrylic Polyurethane by ILVA ( ALL INTERIOROF THE CABINETS TO BE MATTE BLACK FINISH )SATIN SHEEN, UVRESISTANTREFER 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 perowner advicePLANTER PL-10 PLANTER Custom Planter, stone gladding: Daltile: ONE QUARTZ SURFACES; NQ69ASH GREY - FINISH: HONEDAS PER PRODUCT REFER TO DWGS Daltile: Rebecca Hankins; 404-625-9091;Rebecca.Hankins@daltile.cominstall per manufacturer recommendation; no grout joints; miter corner; coordinate lead timePULLS AT CAFESTATIONPUL-11 METAL integrated/ same color handle; full width AS PER PRODUCT As per product Porcelanosa: Julie Zanuz; 305-815-7774;jzanuz@porcelanosa-usa.compart of specified productPULLS AT DESK PUL-10 METAL 2" Tab PullBLACK 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 installationRESIN PANEL RES-10 RESIN 3FORM : 1/2" thick Varia Ecoresin, color/Style: Noir N58+Powder D03; FrontFinish: Vellum F04; Back Finish: Sandstone F01REFER TO DWGS 3Form: Jamie Kessler; 703-431-1316;jamie.kessler@3 form.comsecure top and bottom only, all exposed edges to be sanded smooth per manuf recommendation,concealed fastenmethodSIGNAGE SG-10 CONCIERGESIGNAGESEE 2/ ID702REFER TO DWGSconfirm w/ owner prior to fabricationTRANSITIONSTRIPTS-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.cominstall per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness oftile/detail so face of transition strip and face of tile align; confirm ADA complianceTRANSITIONSTRIPTS-12 METAL Schluter DILEX-KSN, finish: TBDBRUSHED STAINLESSSTEELREFER TO DWGS & V.I.F. SCHLUTER: Jason Eckard; 410-999-4490;jeckard@schluter.cominstall per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness oftile/detail so face of transition strip and face of tile align; confirm ADA complianceTRANSITIONSTRIPTS-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.cominstall per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness oftile/detail; confirm ADA complianceUPHOLSTERY UP-10 Textile Wolf Gordon: Gabrielle, Color: Moonstone; Backing: Styrene-butadieneRubber (SBR); Construction: Woven; 100,000+ double rubsSpill and stain-resistanttreatmentREFER TO DWGS & V.I.F. Wolf Gordon: Tracy Lewis; 240-418-4180;tracy.lewis@wolfgordon.cominstall per manufacturer recommendation; coordinate lead timeWALL PT-10 PAINT Sherwin Williams: Color TBDFLAT (EGGSHELL INPACKAGE R. ONLY)N/A Sherwin Williams: Mark Spillman; 216-906-6251;mark.d.spillman@sherwin.comSherwin Williams primer + 2 finish coats throughout unless otherwise specified.WALL ACCENT BR-10 THIN BRICK to match adjacent exterior brick (adjacent to vestibule - MUDBOX SMOOTH,GEORGETOWNE); provide corner piece brick at cornersAS PER PRODUCT REFER TO DWGS WATSONTOWN 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 timeWALL ACCENT PT-12 PAINT Sherwin Williams: Color TBDFLAT N/A Sherwin Williams: Mark Spillman; 216-906-6251;mark.d.spillman@sherwin.comSherwin Williams primer + 2 finish coats throughout unless otherwise specified.WALL ACCENT PT-18 PAINT Sherwin Williams: Color SW 6991/BLACK MAGIC FLAT N/A Sherwin Williams: Mark Spillman; 216-906-6251;mark.d.spillman@sherwin.comSherwin Williams primer + 2 finish coats throughout unless otherwise specified.WALL ACCENT WD-10 WOOD Material: American Elm or Thoroughbred Oak; Texture: Smooth; Grade/Character: knots present - average size about a nickels' width or smaller, noholes or large checksCLEAR SATIN, UVRESISTANTREFER 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 factorWALL ACCENT WT-11 PORCELAINSTONEWARECOVER 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.cominstall per manufacturer recommendation; 1/16" joints where needed; grout to match tile finish (submit for review andapproval); GC to coordinate lead timeWALL BASE WB-10 PAINTED MDFBASEmoisture resistant mdf base, square edge profile; Sherwin Williams: ColorSW 6991/BLACK MAGICSEMIGLOSS 6" high x 3/4" thick (total dims), easededges (U.N.O.)Sherwin Williams: Mark Spillman; 216-906-6251;mark.d.spillman@sherwin.comSherwin Williams primer + 2 finish coats throughout unless otherwise specified.102 PACKAGE ROOMCEILING PT-30 PAINT Sherwin Williams: Color SW 9545 GHOSTED FLAT N/A Sherwin Williams: Mark Spillman; 216-906-6251;mark.d.spillman@sherwin.comSherwin Williams primer + 2 finish coats throughout unless otherwise specified.FLOOR PC-10 CONCRETE SEE SPECSPolished and sealed REFER TO DWGSinstall per manufacturer recommendationSHELVING MS-10 METAL SHELVINGhttp://e-zshelving.com/metal-shelving-systems/ See specsTRANSITIONSTRIPTS-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.cominstall per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness oftile/detail so face of transition strip and face of tile align; confirm ADA complianceWALL PT-10 PAINT Sherwin Williams: Color TBDFLAT (EGGSHELL INPACKAGE R. ONLY)N/A Sherwin Williams: Mark Spillman; 216-906-6251;mark.d.spillman@sherwin.comSherwin Williams primer + 2 finish coats throughout unless otherwise specified.WALL BASE WB-10 PAINTED MDFBASEmoisture resistant mdf base, square edge profile; Sherwin Williams: ColorSW 6991/BLACK MAGICSEMIGLOSS 6" high x 3/4" thick (total dims), easededges (U.N.O.)Sherwin Williams: Mark Spillman; 216-906-6251;mark.d.spillman@sherwin.comSherwin Williams primer + 2 finish coats throughout unless otherwise specified.103 MAIL ROOMCEILING PT-11A PAINT Sherwin Williams: Color SW 9545 GHOSTED FLAT N/A Sherwin Williams: Mark Spillman; 216-906-6251;mark.d.spillman@sherwin.comSherwin Williams primer + 2 finish coats throughout unless otherwise specified.COUNTER TOPAND RETURNSST-15 STONE OPTION 1: BLACK MARBLE; Sahara Noir, Polished Marble Slab; minimalveins; OPTION 2: Black Marble honed; minimal veinsall exposed edgesfinshed/polished3/4" 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 Roomdepening on selection available); coordinate lead timeFLOOR T-10 PORCELAIN TILE Edimax Kardoso ; color: gray; finish: matte (12″x24″) & Decoro Scratch(6″x24″)AS PER PRODUCT -MATTEMIX SIZES (HALF 12"x24" & HALF6"x24")MOSAICTILE COMPANY: Andrew Taylor;301-717-9708; ataylor@mosaictileco.cominstall & 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 andapproval); provide mock-up for review and approval; coordinate lead timeMAILBOX &FRAMEMB-10 METAL AF Florence: versatile 4C Mailbox, 4C11D-10; color: matte Black AS PER PRODUCT REFER TO DWGS AF Florence Refer to Drawings and specsMETAL FRAME MTL-12 METAL 3/4" thick metal frame, powder coat w/matte black shop finish; crisp edges,miter joints, typicalBLACK MATTE FINISH REFER TO DWGS custom anchored securily to the slab above, GC to coordinate, provide adequate support in ceilingMILLWORK MEL-15 LAMINATE PORCELANOSA/GAMADECOR: RESIDENCE LINE; FINISH: ROBLENEGRO ( ALL INTERIOR OF THE CABINETS TO BE MATTE BLACKFINISH )AS PER PRODUCT REFER TO DWGS Porcelanosa: Julie Zanuz; 305-815-7774;jzanuz@porcelanosa-usa.comprovide locks on each cabinet per owner advice; provide continuous standard toekick made of aluminum, steel finish asrequired; 12-16 weeks lead timePULL/HARDWARE PUL-15 METAL Integrated Aluminum ("J") handle; full width SATIN ANODIZEDALUMINUMAs per product Porcelanosa: Julie Zanuz; 305-815-7774;jzanuz@porcelanosa-usa.compart of specified productTRANSITIONSTRIPTS-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.cominstall per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness oftile/detail so face of transition strip and face of tile align; confirm ADA complianceTRANSITIONSTRIPTS-12 METAL Schluter DILEX-KSN, finish: TBDBRUSHED STAINLESSSTEELREFER TO DWGS & V.I.F. SCHLUTER: Jason Eckard; 410-999-4490;jeckard@schluter.cominstall per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness oftile/detail so face of transition strip and face of tile align; confirm ADA complianceWALL PT-12 PAINT Sherwin Williams: Color TBDFLAT N/A Sherwin Williams: Mark Spillman; 216-906-6251;mark.d.spillman@sherwin.comSherwin Williams primer + 2 finish coats throughout unless otherwise specified.WALL ACCENT PT-11 PAINT Sherwin Williams: Color SW 9545 GHOSTED FLAT N/A Sherwin Williams: Mark Spillman; 216-906-6251;mark.d.spillman@sherwin.comSherwin Williams primer + 2 finish coats throughout unless otherwise specified.WALL ACCENT WT-15 GLAZED WALLTILESantos DUET: CHARCOAL (GLOSSY/MATTE ON EACH TILE, MIX OFDIFFERENT GLAZING SIZE)AS PER PRODUCT 2"X4", PATTERN AS SHOWN ON4/ID605Design and Direct Source;info@designanddirectsource.com;503-525-0600; www.dds-tile.cominstall 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 timeWALL BASE WB-11 PAINTED MDFBASEmoisture resistant mdf base, square edge profile; Sherwin Williams: ColorSW 6991/BLACK MAGICSEMIGLOSS 6" high x 3/4" thick (total dims), easededgesSherwin Williams: Mark Spillman; 216-906-6251;mark.d.spillman@sherwin.comSherwin Williams primer + 2 finish coats throughout unless otherwise specified.WALL TRIM TR-14 METAL Schluter Schiene, finish: brushed stainless steel EB BRUSHED STAINLESSSTEELREFER TO DWGS & V.I.F. SCHLUTER: Jason Eckard; 410-999-4490;jeckard@schluter.cominstall per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness oftile/detail so face of trim and face of tile align104 LEASING OFFICECEILING PT-30 PAINT Sherwin Williams: Color SW 9545 GHOSTED FLAT N/A Sherwin Williams: Mark Spillman; 216-906-6251;mark.d.spillman@sherwin.comSherwin Williams primer + 2 finish coats throughout unless otherwise specified.COUNTER TOP ST-17 COMPOSITEQUARTZCaesarstone, color: 4001 Fresh Concrete, use largest slabs available (10'long); square edges per manufacturer recommendationall exposed edgesfinshed/polished3/4" thick; REFER TO DWGS CAESARSTONE: Afi Douez; 202-738-3978;Afi.Douez@caesarstoneus.cominstall per manufacturer recommendation; coordinate lead timeFLOOR CPT-10 CARPET SHAW, carpet tile, rethread tile; collection: modern edit; style number:5T165, color: heritage blue; color number: 64481AS PER PRODUCT REFER TO DWGS, tile size: 18"x36" Shaw: Leslie Jones; 410-908-9320;leslie.jones@shawinc.cominstall per manufacturer recommendation; ASHLAR pattern; see Finish Floor Plan for installation starting point; coordinatelead timeMILLWORK MEL-11 HPL PORCELANOSA/GAMADECOR: RESIDENCE LINE; FINISH: TOPOBRILLO; ( ALL INTERIOR OF THE CABINETS TO BE WHITE FINISH )AS PER PRODUCT REFER TO DWGS Porcelanosa: Julie Zanuz; 305-815-7774;jzanuz@porcelanosa-usa.comprovide locks on each cabinet per owner advice; provide continuous standard toekick made of aluminum, steel finish asrequired; 12-16 weeks lead timePULL/HARDWARE PUL-14 METAL Integrated Aluminum ("J") handle; full width SATIN ANODIZEDALUMINUMAs per product Porcelanosa: Julie Zanuz; 305-815-7774;jzanuz@porcelanosa-usa.compart of specified productTRANSITIONSTRIPTS-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.cominstall per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness oftile/detail; confirm ADA complianceWALL 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 BAS PER PRODUCT REFER TO DWGS PLYBOO: Victoria Rickert; 802-777-7709;victoria@plyboo.cominstall per manufacturer recommendation (continuous Z-clip bar at 6"-8" off the top and bottom, painted to match theadjacent 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 timeWALL PT-19 PAINT Sherwin Williams: Color SW 7641 COLONNADE GRAY FLAT N/A Sherwin Williams: Mark Spillman; 216-906-6251;mark.d.spillman@sherwin.comSherwin Williams primer + 2 finish coats throughout unless otherwise specified.WALL ACCENT WC-11 WALL COVERING MDC Sketchbook; color: Graphite | DG1093; pattern match: non-reversablestraight across matchAS PER PRODUCT,non-woven backed vinylREFER TO DWGS & V.I.F. MDC: Sal Vitale ; 856-562-0146 ;SVitale@mdcwall.cominstall per manufacturer recommendationWALL BASE WB-10 PAINTED MDFBASEmoisture resistant mdf base, square edge profile; Sherwin Williams: ColorSW 6991/BLACK MAGICSEMIGLOSS 6" high x 3/4" thick (total dims), easededges (U.N.O.)Sherwin Williams: Mark Spillman; 216-906-6251;mark.d.spillman@sherwin.comSherwin 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.11111111111111111112.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2020 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTIONAMENITY SPACE FINISHSCHEDULEID802Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECTCOMMON AREA FINISH SCHEDULELOCATION/SURFACEFINISHCODEMATERIAL PRODUCT/DESCRIPTION FINISH SIZE MANUFACTURER/SUPPLIER REMARKSLOCATION/SURFACEFINISHCODEMATERIAL PRODUCT/DESCRIPTION FINISH SIZE MANUFACTURER/SUPPLIER REMARKS109 YOGA STUDIOCEILING PT-30 PAINT Sherwin Williams: Color SW 9545 GHOSTED FLAT N/A Sherwin Williams: Mark Spillman; 216-906-6251;mark.d.spillman@sherwin.comSherwin Williams primer + 2 finish coats throughout unless otherwise specified.FLOOR LVT-10 LUXURY VINYLTILESHAW: Style: 0866V CATHEDRAL OAK 720C PLUS, Color: Charred Oak ;Wear Layer: 20 milAS PER PRODUCT As per product; 9" x 59" Shaw: Joseph Benavides; 240-285-3840;joseph.benavides@shawinc.cominstall per manuf. recommendation; flooring to extend beyond face of wall base - typ; stagger installationFRAME ATMIRRORMF-10 MIRROR FRAME moisture resistant mdf base, square edge profile; Sherwin Williams: to matchWB-13SEMIGLOSS REFER TO DWGS; 8" high x 3/4"thick (total dims)Sherwin Williams primer + 2 finish coats throughout unless otherwise specified.MIRROR MIR-13 MIRROR TEMPERED CLEAR MIRROR, POLISHED EDGES, 1/4" THICK, FULLHEIGHT; Vinyl backed Mirror; 8" frame all sides MF-10REFER TO DWGS & V.I.F.provide req'd blocking; securily attached to wallTRANSITIONSTRIPTS-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.cominstall per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness oftile/detail; confirm ADA complianceWALL PT-16 PAINT Sherwin Williams: Color SW 7641 COLONNADE GRAY EGGSHELL N/A Sherwin Williams: Mark Spillman; 216-906-6251;mark.d.spillman@sherwin.comSherwin Williams primer + 2 finish coats throughout unless otherwise specified.WALL BASE WB-13 PAINTED MDFBASEmoisture resistant mdf base, square edge profile; Sherwin Williams: ColorSW 6991/BLACK MAGICSEMIGLOSS 8" high x 3/4" thick (total dims), easededgesSherwin Williams: Mark Spillman; 216-906-6251;mark.d.spillman@sherwin.comSherwin Williams primer + 2 finish coats throughout unless otherwise specified.110 PET SPACEILING PT-30 PAINT Sherwin Williams: Color SW 9545 GHOSTED FLAT N/A Sherwin Williams: Mark Spillman; 216-906-6251;mark.d.spillman@sherwin.comSherwin Williams primer + 2 finish coats throughout unless otherwise specified.COUNTER TOP ST-11 COMPOSITEQUARTZCaesarstone, color: 4003 Sleek Concrete, use largest slabs available (10'long); square edges per manufacturer recommendationall exposed edgesfinshed/polished3/4" thick; REFER TO DWGS CAESARSTONE: Afi Douez; 202-738-3978;Afi.Douez@caesarstoneus.cominstall per manufacturer recommendation; coordinate lead timeFLOOR PC-10 CONCRETE SEE SPECSPolished and sealed REFER TO DWGSinstall per manufacturer recommendationGLASSPARTITION ATSHOWERGL-10 GLASSPARTITIONframeless 3/8" tempered clear glass panel w/ beveled polished edges, 1"corner radius; PROVIDE CRL BRITE ANODIZED 3/8" FIXED PANELSHOWER DOOR DEEP U-CHANNEL WET GLAZED W/ CLEAR SILICONETO SECURE GLASS, TO BOTTOM AND SIDEREFER TO DWGS & V.I.F.install per manufacturer recommendationMILLWORK MEL-12 HPL PORCELANOSA/GAMADECOR: RESIDENCE LINE; FINISH: CEMENTBRILLO; OPEN SHELVES (BACK PANEL FINISHED; CONCEALEDFASTEN METHOD)AS PER PRODUCT REFER TO DWGS Porcelanosa: Julie Zanuz; 305-815-7774;jzanuz@porcelanosa-usa.com12-16 weeks lead timePULL/HARDWARE PUL-13 METAL Integrated Aluminum ("J") handle; full width SATIN ANODIZEDALUMINUMAs per product Porcelanosa: Julie Zanuz; 305-815-7774;jzanuz@porcelanosa-usa.compart of specified productPULL/HARDWARE 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 installationSTEPS WT-17 MOSAIC (SMALL) BWS-4M 1”x1” WhiteAS PER PRODUCT REFER TO DWGS MOSAICTILE COMPANY: Andrew Taylor;301-717-9708; ataylor@mosaictileco.cominstall per manuf. recommendation; grout per manuf. recommendation (epoxy grout); Color: to match WT-10 grout (submitfor review and approval); joint width to match throughout the patternTRANSITIONSTRIPTS-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.cominstall per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness oftile/detail so face of transition strip and face of tile align; confirm ADA complianceWALL PT-17 PAINT Sherwin Williams: Color SW 7629 GRAPYSEMIGLOSS N/A Sherwin Williams: Mark Spillman; 216-906-6251;mark.d.spillman@sherwin.comSherwin Williams primer + 2 finish coats throughout unless otherwise specified.WALL ACCENT ST-11 COMPOSITEQUARTZCaesarstone, color: 4003 Sleek Concrete, use largest slabs available (10'long); square edges per manufacturer recommendationall exposed edgesfinshed/polished3/4" thick; REFER TO DWGS CAESARSTONE: Afi Douez; 202-738-3978;Afi.Douez@caesarstoneus.cominstall per manufacturer recommendation; coordinate lead timeWALL ACCENT WT-10 PORCELAINSTONEWAREHARMONY - TONAL by RAW COLOR; COLOR: Tonal White Q7, mix of1/20 & 2/20 & 3/20AS PER PRODUCT 7 7/8 * 7 7/8 * 5/16, AS PERPRODUCTTILEBAR: Ely Atias; 323.334.5270;Ely@tilebar.cominstall per manuf. recommendation; 1/8" joints; grout per manuf. recommendation (epoxy grout); Color: to match darkportion of tile (submit for review and approval); joint width to match throughout the patternWALL BASE WB-12 RUBBER Millwork Wall Finishing System: Mandalay MW-XX-H6 , color to matchconcrete floor (submit options for review and approval once flooring iscomplete)AS PER PRODUCT 6" high x .375" thick Tarkett; https://commercial.tarkett.com install per manuf. recommendationWALL TRIM TR-10 METAL Schluter Quadec and Inside/Outside Corner as required, finish: brushedstainless steel EBBRUSHED STAINLESSSTEELREFER TO DWGS & V.I.F. SCHLUTER: Jason Eckard; 410-999-4490;jeckard@schluter.cominstall per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness oftile/detail so face of trim and face of tile alignWALL TRIM TR-15 METAL Schluter Schiene, finish: brushed stainless steel EB BRUSHED STAINLESSSTEELREFER TO DWGS & V.I.F. SCHLUTER: Jason Eckard; 410-999-4490;jeckard@schluter.cominstall per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness oftile/detail so face of trim and face of tile align112 &113 RESTROOMCEILING PT-30 PAINT Sherwin Williams: Color SW 9545 GHOSTED FLAT N/A Sherwin Williams: Mark Spillman; 216-906-6251;mark.d.spillman@sherwin.comSherwin Williams primer + 2 finish coats throughout unless otherwise specified.COUNTER TOP ST-16 COMPOSITEQUARTZDaltile: ONE QUARTZ SURFACES; NQ69 ASH GREY - FINISH: HONED all exposed edgesfinshed/polished3/4" thick; REFER TO DWGS Daltile: Rebecca Hankins; 404-625-9091;Rebecca.Hankins@daltile.cominstall per manufacturer recommendation; coordinate lead timeFLOOR T-11 PORCELAIN TILE Edimax Kardoso ; color: gray; finish: matte (12″x24″) AS PER PRODUCT -MATTE12"x24" MOSAICTILE COMPANY: Andrew Taylor;301-717-9708; ataylor@mosaictileco.cominstall & 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 leadtimeMILLWORK MEL-13 LAMINATE PORCELANOSA/GAMADECOR: RESIDENCE LINE; FINISH: ROBLENEGROAS PER PRODUCT REFER TO DWGS Porcelanosa: Julie Zanuz; 305-815-7774;jzanuz@porcelanosa-usa.com12-16 weeks lead timeMIRROR MIR-12 MIRROR TEMPERED CLEAR MIRROR, POLISHED EDGES, 1/4" THICK, FULLHEIGHT; Vinyl backed MirrorREFER TO DWGS & V.I.F.provide req'd blocking; securily attached to wallTRANSITIONSTRIPTS-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.cominstall per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness oftile/detail so face of transition strip and face of tile align; confirm ADA complianceWALL PT-14 PAINT Sherwin Williams: Color SW 7642 PAVESTONE SEMIGLOSS N/A Sherwin Williams: Mark Spillman; 216-906-6251;mark.d.spillman@sherwin.comSherwin Williams primer + 2 finish coats throughout unless otherwise specified.WALL ACCENT 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.cominstall per manufacturer recommendation; 1/16" joints where needed; grout to match tile finish (submit for review andapproval); GC to coordinate lead timeWALL BASE WB-14 PAINTED MDFBASEmoisture resistant mdf base, square edge profile; Sherwin Williams: ColorSW 6991/BLACK MAGICSEMIGLOSS 8" high x 3/4" thick (total dims), easededgesSherwin Williams: Mark Spillman; 216-906-6251;mark.d.spillman@sherwin.comSherwin Williams primer + 2 finish coats throughout unless otherwise specified.WALL TRIM TR-13 METAL Schluter Schiene-Step, finish: brushed stainless steel EB BRUSHED STAINLESSSTEELREFER TO DWGS & V.I.F. SCHLUTER: Jason Eckard; 410-999-4490;jeckard@schluter.cominstall per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness oftile/detail so face of trim and face of tile align114 EXIT CORRIDORCEILING PT-30 PAINT Sherwin Williams: Color SW 9545 GHOSTED FLAT N/A Sherwin Williams: Mark Spillman; 216-906-6251;mark.d.spillman@sherwin.comSherwin Williams primer + 2 finish coats throughout unless otherwise specified.FLOOR T-10 PORCELAIN TILE Edimax Kardoso ; color: gray; finish: matte (12″x24″) & Decoro Scratch(6″x24″)AS PER PRODUCT -MATTEMIX SIZES (HALF 12"x24" & HALF6"x24")MOSAICTILE COMPANY: Andrew Taylor;301-717-9708; ataylor@mosaictileco.cominstall & 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 andapproval); provide mock-up for review and approval; coordinate lead timeFLOOR WM-10 STAINLESSSTEEL GRIDConstruction 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 depressionRAILING AT RAMP R-10 METAL custom decorative metal railing, prefinished/shop-applied powder coat, matteblack, provide flat end caps at returns to wall at each end; top of handrail at3'-0"; pass handrail 1'-0"on each end of rampREFER TO DWGS customTRANSITIONSTRIPTS-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.cominstall per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness oftile/detail so face of transition strip and face of tile align; confirm ADA complianceWALL PT-18 PAINT Sherwin Williams: Color SW 6991/BLACK MAGIC FLAT N/A Sherwin Williams: Mark Spillman; 216-906-6251;mark.d.spillman@sherwin.comSherwin Williams primer + 2 finish coats throughout unless otherwise specified.WALL ACCENT BR-10 THIN BRICK to match adjacent exterior brick (adjacent to vestibule - MUDBOX SMOOTH,GEORGETOWNE); provide corner piece brick at cornersAS PER PRODUCT REFER TO DWGS WATSONTOWN 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 timeWALL BASE WB-10 PAINTED MDFBASEmoisture resistant mdf base, square edge profile; Sherwin Williams: ColorSW 6991/BLACK MAGICSEMIGLOSS 6" high x 3/4" thick (total dims), easededges (U.N.O.)Sherwin Williams: Mark Spillman; 216-906-6251;mark.d.spillman@sherwin.comSherwin Williams primer + 2 finish coats throughout unless otherwise specified.TYP. CORRIDORCEILING PT-21 PAINT Sherwin Williams: Color SW 9545 GHOSTED FLAT N/A Sherwin Williams: Mark Spillman; 216-906-6251;mark.d.spillman@sherwin.comSherwin Williams primer + 2 finish coats throughout unless otherwise specified.FLOOR CPT-20 CARPET Padcraft 10572 COLOUR INTERFERENCE COLLECTION: OPTIC LIGHT;COLOR: SAND 00150AS PER PRODUCT REFER TO DWGS, tile size: 12"x48" Padcraft: Erin Kelly; 240.672.1264;erin.kelly@patcraft.cominstall per manufacturer recommendation; pattern: see Finish Floor Plan; see Finish Floor Plan for installation startingpoint; coordinate lead timeFLOOR ACCENT CPT- 21 CARPET Padcraft 10572 COLOUR INTERFERENCE COLLECTION: OPTIC LIGHT;COLOR: ORANGE-SAND 00152AS PER PRODUCT REFER TO DWGS, tile size: 12"x48" Padcraft: Erin Kelly; 240.672.1264;erin.kelly@patcraft.cominstall per manufacturer recommendation; pattern: see Finish Floor Plan; see Finish Floor Plan for installation startingpoint; coordinate lead timeSIGNAGE SG-20 UNIT SIGNAGE SEE 1&5/ ID710REFER TO DWGSconfirm w/ owner prior to fabricationUNIT ENTRANCEACCENTWC-21 WALL COVERING MDC Sketchbook; color: Graphite | DG1093; pattern match: non-reversablestraight across matchAS PER PRODUCT,non-woven backed vinylREFER TO DWGS MDC: Sal Vitale ; 856-562-0146 ;SVitale@mdcwall.cominstall per manufacturer recommendation; coordinate lead timeWALL PT-20 PAINT Sherwin Williams: Color SW 7641 COLONNADE GRAY FLAT N/A Sherwin Williams: Mark Spillman; 216-906-6251;mark.d.spillman@sherwin.comSherwin Williams primer + 2 finish coats throughout unless otherwise specified.WALL ACCENT PT-22 PAINT Sherwin Williams: Color SW 7674 PEPPERCORN FLAT N/A Sherwin Williams: Mark Spillman; 216-906-6251;mark.d.spillman@sherwin.comSherwin Williams primer + 2 finish coats throughout unless otherwise specified.WALL BASE WB-20 PAINTED MDFBASEmoisture resistant mdf base, square edge profile; Sherwin Williams: ColorSW 6991/BLACK MAGICSEMIGLOSS 6" high x 3/4" thick (total dims), easededgesSherwin Williams: Mark Spillman; 216-906-6251;mark.d.spillman@sherwin.comSherwin Williams primer + 2 finish coats throughout unless otherwise specified.WALL TRIM 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-termination/install per manufacturer recommendation; continuous length; coordinate and confirm required height with thickness oftile/detail so face of trim and face of tile alignTYP. ELEVATORFLOOR CAB-10 PORCELAIN TILE TO MATCH T-11AS PER PRODUCT 12"x24" MOSAICTILE COMPANY: Andrew Taylor;301-717-9708; ataylor@mosaictileco.cominstall & 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 leadtimeSIGNAGE SG-11 ELEVATORSIGNAGEFinish: satin stainless steel, no exposed fastener, stainless steel floorindicator with white lights (layout per ID-elevations)REFER TO DWGSsubmit layout for review and approvalWALLS CAB-11 VARIES Forms + Surfaces LEVELe-105: Capture panels in custom wood veneer - tomatch WD-10 (one panel each elevation) and vivichrome chromis(configuration: reflect/color: white/finish: opalex), handrail panel: satinstainless finish; base material: satin stainless steel; extrusion and cornerreveal color: aluminum clear anodized; handrail type: quadrant; handrail insatin stainless steel with vise stand off in satin stainless steel; siz-panelsuspended island design ceiling (panels consist of satin stainless finish faceson a fire-rated structural backer) with LED perimeter lightingAS PER PRODUCTS REFER TO DWGS Forms+Surfaces: Roger Wilson; 678-296-4043;roger.wilson@forms-surfaces.cominstall per manufacturer recommendation; submit layout for review and approval; coordinate lead timeGeneral 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.111111111111112.23.2020 PERMIT SET1 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 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 & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTIONSSSSTTTTRRRRUUUUCCCCTTTTUUUURRRRAAAALLLL NNNNOOOOTTTTEEEESSSS &&&&LEGENDLEGENDLEGENDLEGENDSSSS000000001111Taitem110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SETFINISHED FLOOR ELEVATIONF.F.E.ON CENTERSCHEDULESAW CUT JOINTSECTIONSLAB ON GRADESPACINGSTANDARDTOPTYPICALDETAILTOP OF STEELUNLESS NOTED OTHERWISEBOTTOMBOTTOM OF FOOTINGCONCRETECONNECTIONCONTINUOUSTHICKNESS =EMBEDMENTEQUALEACH WAYEXISTINGEXPANSIONELEVATIONSCOLUMNHOT DIPPED GALVANIZEDU.N.O.T.O.S.DET.TYP.(T)STD.SP.S.O.G.SEC.S.C.JSCHED.O.C.HDGCOL.ELEVS.EXP.EXIST.E.W.EQ.EMBED.t=CONT.CONN.CONC.B.O.F.(B)ABBREVIATION LEGEND:WWFWELDED WIRE FABRICPOUNDSLBS.LONGMARKEDMKDLG.T.O.W.TOP OF WALLS.F.SAFETY FACTORTOP OF JOISTT.O.J.BOTTOMBOTT.FOUNDATIONFDTN.BOTTOM OF BASE PLATEB.O.B.EACH FACEE.F.TOP OF FOOTINGT.O.F.OR APPROVED EQUALO.A.E.LAMINATED VENEER LUMBERLVLPRESSURE TREATEDP.T.SPRUCE PINE FIRSPFSOUTHERN YELLOW PINESYPEXTERIOREXT.ISOLATIONISO.A OR Gb12dDJdbb4dDdbA OR G180°OR 2 1/2" MINA OR G90° HOOKS8"2'-0"2'-7"1'-0"1'-2"1'-4"1'-7"1'-10"10"6"J180° HOOKSA OR G10"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.BARSIZE5 1/4"4 1/2"3 3/4"3"12"9 1/2"6"#5#6#7#4#10#14#11#9#82 1/4"#310 3/4"18 1/4"END HOOKS FOR ALL GRADESDIAMETERFINISHED BEND#1824"2'-4 1/2"3'-0"3'-5"90°FLOORFLRNOT IN CONTRACTNICENGINEER SO AS NOT TO OVERLOAD THE STRUCTURE OR IN ANYFURNISHING ALL TEMPORARY BRACING AND/OR SUPPORT THATCOMPLETION. THE CONTRACTOR IS RESPONSIBLE FORTHE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPONBE TAKEN FOR THE PILING OF CONSTRUCTION MATERIALS.OTHER WAY IMPAIR THE STRUCTURE. SAME PRECAUTION SHALLDEFINITE LOCATIONS MUST BE PREVIOUSLY APPROVED BY THESTRUCTURAL FLOORS OR ROOF AND ITS TEMPORARY AND/ORHORIZONTAL MOVEMENT OF ANY HEAVY EQUIPMENT OVERINCLUDE INSPECTION OF THE ABOVE ITEMS.VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOTCONSTRUCTION METHODS AND/OR SEQUENCES. OBSERVATIONMAY BE REQUIRED AS THE RESULT OF THE CONTRACTOR'SCONSTRUCTION PERIOD.MOVEMENTS OF STRUCTURAL ELEMENTS DURING THESHALL RECOGNIZE AND CONSIDER THE EFFECTS OF THERMALCONTRACTOR'S CONSTRUCTION AND/OR ERECTION SEQUENCESDIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS.DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS FORDIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ONREPRESENTATIVE.PROFESSIONAL OF RECORD OF SUCH DEVIATION AT THE TIME OFUNDERSTOOD EITHER OWNER OR HIS AUTHORIZEDWHERE "OWNER" IS MENTIONED IN PLANS IT IS TO BEWRITTEN APPROVAL TO THE SPECIFIC DEVIATION.SUBMISSION, AND THE PROFESSIONAL OF RECORD HAS GIVENUNLESS THE CONTRACTOR HAS SPECIFICALLY INFORMED THERECORD REVIEW OF SHOP DRAWINGS, PRODUCT DATA, ETC.,RESPONSIBILITY OF SUCH DEVIATION BY THE PROFESSIONAL OFTHE CONTRACTOR SHALL NOT BE RELIEVED OF THEWRITING OF ANY DEVIATION FROM THE CONTRACT DOCUMENTS.THE CONTRACTOR SHALL INFORM THE ARCHITECT/ENGINEER INIMMEDIATELY.BEFORE LAYING OUT THE WORK.PLANS. THE ARCHITECTS AND ENGINEERS SHALL BE NOTIFIEDDISCREPANCY ARISES IN THE STRUCTURAL AND ARCHITECTURALFIELD CONDITIONS PRIOR TO STARTING CONSTRUCTION. IF ANYCONTRACTOR MUST VERIFY ALL DIMENSIONS AND EXISTINGPLANS AGAINST THE DIMENSIONS ON ARCHITECTURAL PLANSCONTRACTOR MUST VERIFY ALL DIMENSIONS ON STRUCTURALPOURED.MECHANICAL AND PLUMBING PLANS BEFORE THE CONCRETE ISCONDUITS, ETC., SHOWN OR NOTED IN ARCHITECTURAL AND/ORLOCATION OF ALL ANCHORS, INSERTS BOLTS, SLEEVES,CONTRACTOR MUST PROVIDE, SET AND VERIFY DIMENSIONS ANDREFERENCES:DESIGN, FABRICATION & CONSTRUCTION WORK SHALL COMPLYNOT SHOWN OR OMITTED ON THE DRAWINGS.NOTIFY THE STRUCTURAL ENGINEER IN ADVANCE OF CONDITIONSSTRUCTURAL ENGINEER SHALL BE CONSULTED.THESE STRUCTURAL DRAWINGS AND/OR SPECIFICATIONS, THEIN CASE OF DOUBT IN THE INTERPRETATION OF ANY ASPECT OFSITUATIONS ELSEWHERE UNLESS NOTED OTHERWISE.INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILARSTANDARDS 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 CODEAMERICAN CONCRETE INSTITUTE (ACI)CODES AND SPECIFICATIONS THEIR COMMENTARIES AND THEWITH THE REQUIREMENTS AND PROVISIONS OF THE FOLLOWINGALL DETAILS, SECTIONS AND NOTES SHOWN ON DRAWINGS AREGENERAL NOTES:FOR ADDITIONAL REQUIREMENTS.NO OPENINGS, OTHER THAN THOSE SHOWN ON THE STRUCTURALREQUIREMENTS INTO THEIR SHOP DRAWINGS AND WORK.CONTRACTOR IS RESPONSIBLE FOR COORDINATING SUCHARCHITECTURAL, ELECTRICAL AND MECHANICAL DRAWINGS.STRUCTURAL DRAWINGS ARE INTENDED TO BE USED WITHSPECIFICATIONS. REFER TO THE PROJECT SPECIFICATIONSTHESE GENERAL NOTES SUPPLEMENT THE PROJECTENGINEER.ARCHITECT/ENGINEER.THE CONTRACTOR IS RESPONSIBLE FOR LIMITING THE AMOUNTARCHITECTURAL AND MECHANICAL DRAWINGS FOR SUCH OPENINGS.SHOWN ON THE STRUCTURAL DRAWINGS. REFER TOOPENINGS 1'-4" AND LESS ON A SIDE ARE GENERALLY NOTSHALL BE MADE WITHOUT THE WRITTEN APPROVAL OF THENO CHANGE IN SIZE OR DIMENSION OF STRUCTURAL MEMBERSWITHOUT THE WRITTEN APPROVAL OF THE STRUCTURALDRAWINGS, SHALL BE MADE IN ANY STRUCTURAL MEMBEROF THE FRAMING AT THE TIME THE LOADS ARE IMPOSED.CONSTRUCTION LOADS SHALL NOT EXCEED THE DESIGN CAPACITYOF 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 ORTECHNICIANS.AGENCY AND INSPECTOR.RECORDS OF INSPECTIONS SHALL BE KEPT AVAILABLE TO THERECORDS SHALL BE PRESERVED BY THE INDEPENDENT TESTINGFOR TWO YEARS AFTER COMPLETION OF THE PROJECT.BUILDING OFFICIAL DURING PROGRESS OF THE WORK ANDTHE CONTRACTOR SHALL NOTIFY THE TESTING AGENCY AND/OR INSPECTORALL REASONABLE FACILITIES SHALL BE MADE AVAILABLE FORTESTING AND INSPECTIONS. A MINIMUM OF 48 HOURS IN ADVANCE OF ALL WORK REQUIRINGTHE CONTRACTOR, OR BE A PARTY TO SCHEDULING OF WORK.RELEASE ANY PORTION OF THE WORK, PERFORM ANY DUTIES OFFINAL ACCEPTANCE.NOR SHALL IT OBLIGATE THE OWNER'S REPRESENTATIVE FORSTRUCTURAL TESTING AND SPECIAL INSPECTION.SEE SPECIFICATIONS FOR SPECIFIC REQUIREMENTS FORSHALL BE PERFORMED UNDER THE SUPERVISION OF AN ENGINEERWAY PREVENT LATER REJECTION WHEN SUCH DEFECT IS NOTED,DETECT ANY DEFECTIVE WORK OR MATERIAL SHALL NOT IN ANYFAILURE OF TESTING AND INSPECTIONS TOLICENSED IN THE STATE OF NEW YORK. WHENEVER POSSIBLE, THE STRUCTURALPROJECT IS LOCATED AND ALL TESTING AND INSPECTIONSAGENCY SHALL BE REGISTERED WHERE THESTRUCTURAL TESTING AND SPECIAL INSPECTIONS. THE TESTINGINDEPENDENT TESTING AGENCY OR LABORATORY TO PROVIDETHE OWNER WILL EMPLOY AND PAY FOR THE SERVICES OF ANSTRUCTURAL TESTS AND SPECIAL INSPECTIONS:THE TESTING AGENCY OR LABORATORY AND ITS REPRESENTATIVES1.2.3.4.5.6.STRUCTURAL STEEL:1.PRACTICE, LATEST VERSION. EXCEPT AS MODIFIED IN THESE NOTES ANDERECTED IN ACCORDANCE WITH THE AISC CODE OF STANDARDALL STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED ANDTHE PROJECT SPECIFICATIONS AND/OR DRAWINGS.ALL CONNECTIONS. CONNECTION DETAILS INDICATED ON THETHE FABRICATOR IS RESPONSIBLE FOR THE SHOP DRAWINGS OFCONNECTION SHOP DRAWING. DRAWING, IS PROHIBITED WITHOUT WRITTEN APPROVAL OF THESPLICING OF STEEL MEMBERS, UNLESS SHOWN ON THEDRAWINGS SHALL BE INCORPORATED INTO FABRICATOR'SASSURANCE GENERAL NOTES AND PROJECT SPECIFICATIONS.ASSURANCE TESTING AND INSPECTIONS. SEE QUALITYSTRUCTURAL STEEL WORKS.AISC, ASTM & AWS SPECIFICATIONS WILL GOVERN ALLDESIGN AND CONSTRUCTION SHALL CONFORM TO THE AMERICANSTRUCTURAL STEEL WORK SHALL BE SUBJECT TO QUALITYARCHITECT/ENGINEER.INSTITUTE OF STEEL CONSTRUCTION STANDARD PRACTICE.ACCORDANCE WITH THE PROJECT SPECIFICATIONSSTRUCTURAL STEEL WELDING SHALL BE PERFORMED INCODE FOR WELDING IN BUILDING CONSTRUCTION.ACCORDANCE TO SECTION 501 THRU 607 OF THE AWS DLO-89SPECIFIED ON PLANS.ALL CONNECTIONS SHALL BE BEARING TYPE UNLESS OTHERWISEALL INSPECTION AND TESTING OF WELDING SHALL BE DONE INAPPROVAL WELL IN ADVANCE OF CONSTRUCTION.ERECTION SHALL BE SUBMITTED TO THE DESIGNER FORSHALL BE REPORTED TO THE ENGINEER FOR REVIEW ANDMISFITTING OR NON-CONFORMING MATERIALS OR CONDITIONSINCORRECTLY FABRICATED, DAMAGED OR OTHERWISECORRECTIVE ACTION TO BE IMPLEMENTED.APPLY:WELD SIZEUNLESS OTHERWISE NOTED, THE FOLLOWING MINIMUMS SHALLAPPROVAL OR REJECTION, PRIOR TO REMEDIAL ORSHOP DRAWINGS FOR ALL STRUCTURAL STEEL FABRICATION ANDCLIP ANGLE THICKNESSPLATE THICKNESSBOLTS/ANGLE LEGONE BOLT ASSEMBLY SHALL CONSIST OF:BOLT DIAMETERDESIGN DUE TO TEMPERATURE CHANGESSTEEL FABRICATOR SHALL CONSIDER TOLERANCES IN CONNECTION3.4.5.6.7.8.9.2.10.11.12.3/4"2"3/8"5/16"3/16"A)B)C)D)E)A HARDENED STEEL WASHERA HEAVY HEX NUTA HEAVY HEX STRUCTURAL BOLTC)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 C2. 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)..............................1.03. 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 SHALLPOURED.CONTRACTOR SHALL SUBMIT, PRIOR TO INSTALLATION ALLCAST IN PLACE REINFORCED CONCRETE:REINFORCING STEEL SHOP DRAWINGS. CONCRETE SHALL NOT BE DROPPED THROUGH REINFORCINGPLACEMENT OF CONCRETE SHALL CONFORM TO ACI STANDARD304 AND PROJECT SPECIFICATIONS.CORNERS AND DRIPS, SEE ARCHITECTURAL PLANS.FOR CONCRETE FORMWORK, SURFACE FINISHING, BEVELEDMINIMUM LAP OF WELDED WIRE FABRIC SHALL BE 6 INCHES ORONE FULL MESH, WHICHEVER IS GREATER.SHALL BE WELL SECURED AND IN PLACE BEFORE CONCRETE ISALL REINFORCING, SLEEVES, CONDUITS, INSERTS AND BOLTSALL SLAB AND CORRESPONDING BEAMS, CURBS, OR APRONSCONFORM TO THE STANDARD OF THE AMERICAN CONCRETESHALL BE POURED MONOLITHICALLY.INSTITUTE (ACI-318-02).CONCRETE ITEMS AND REINFORCEMENT SHALL BE ERECTED INSTRICT ACCORDANCE WITH OWNER APPROVED SHOP AND ERECTIONDRAWINGS FOLLOWING THE DETAILS SHOWN ON PLANS.MEMBERS.THINGS, THE ELASTIC DEFORMATION OF THE STRUCTURALCORRECTLY ALIGNED CONCRETE CONSIDERING AMONG OTHERTHE CONTRACTOR SHALL TAKE PRECAUTIONS TO PRODUCENO DEFECTIVE CONCRETE SHALL BE CORRECTED OR COVEREDAPPROVAL.WATER-CEMENT RATIO PER SPECIFICATIONSWITH MORTAR, PLASTER ETC. WITHOUT THE INSPECTORS'CONCRETE EXPOSED TO WEATHER SHALL BE AIR-ENTRAINED. AIRCONTENT SHALL BE PER SPECIFICATIONS.CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS FOR REVIEWSHOW COMPLIANCE WITH THE PROJECT SPECIFICATIONS. DESIGN SHALL INCLUDE ALL STRENGTH DATA NECESSARY TOWELL IN ADVANCE OF CONCRETE PLACEMENT. CONCRETE MIXTHE NOMINAL MAXIMUM AGGREGATE SIZE SHALL BE PER SPECIFICATIONS.ALL REINFORCING SHALL BE DETAILED, FABRICATED ANDALL REINFORCING SHALL BE SUPPORTED IN FORMS USING STEELAND "THE MANUAL OF STANDARD PRACTICE FOR REINFORCEDSECURELY WIRED TOGETHER, IN ACCORDANCE WITH CRSICHAIRS, SPACED WITH NECESSARY ACCESSORIES AND SHALL BECONCRETE CONSTRUCTION" BY THE CRSI.PLACED, IN ACCORDANCE WITH ACI DETAILING MANUAL BE CLEANED AND ROUGHENED IMMEDIATELY BEFORE CONCRETINGBAR WHICH MAY CONFLICT. CORING IN CONCRETE IS NOTCONCRETE BEFORE PLACING. DO NOT CUT ANY REINFORCEMENTPROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS INSHALL BE AVOIDED EXCEPT WHERE DETAILED OPENINGS AREDETAILED OTHERWISE. CONCENTRATIONS OF CONDUITS OR PIPESTOP & BOTTOM REINFORCEMENT, UNLESS SPECIFICALLYOF TOTAL SLAB THICKNESS AND SHALL BE PLACED BETWEEN THECONDUIT OF PIPE SIZE (O.D.) SHALL NOT EXCEED 30 PERCENTAND TREATED AS INSTRUCTED IN THE "ACI MANUAL OFPROVIDED.CONCRETE PRACTICE".BY THE ENGINEER. ALL CONSTRUCTION JOINT SURFACES SHALLON DRAWINGS SHALL BE PERMITTED WITHOUT PREVIOUS APPROVALNO JOINT, OPENING, SLOT OR GROOVE OTHER THAN THAT SHOWNREINFORCING STEEL" BOTH BY THE AWS (AWS D12.1. & AWSWELDING CODE" AND "RECOMMENDED PRACTICES FOR WELDINGD1.4 RESPECTIVELY).ELECTRODES IN CONFORMANCE WITH "REINFORCING STEELWELDING OF REINFORCEMENT SHALL BE WITH LOW HYDROGENALL REINFORCING BAR BENDS SHALL BE MADE COLD.BE DONE IN ACCORDANCE WITH ACI-318.ALL LAPPING, BENDING AND PLACING OF REINFORCEMENT SHALLMEMBERS SHALL BE PROPERLY CURED IN ACCORDANCE WITHALL CAST IN PLACE REINFORCED CONCRETE STRUCTURALAND SUITABLE JOINT SURFACE ARE PROVIDED.PROPERLY REPAIRED AFTER REMOVING THE DAMAGED PORTIONNEVERTHELESS, IF THE CONCRETE IS DAMAGED, IT SHALL BECONCRETE SHALL BE SUCH, AS NOT TO CRACK OR IMPAIR IT.THE SIZE OF NAILS AND SIMILAR FASTENERS DRIVEN INTOUSED. THE FREE UNCONFINED FALL OF CONCRETE SHALL NOTCASES, HOOPERS OR VERTICAL CHUTES OR TRUNKS SHALL BEACI 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 GROUND1-1/2 IN. 2 IN.#5 BARS AND SMALLER#6 BARS AND LARGERFORMED 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 SMALLER1-1/2 IN.BEAMS, GIRDERS, AND COLUMNSPERMITTED U.N.O."MANUAL OF STANDARD PRACTICE"STEEL SO AS TO CAUSE SEGREGATION OF AGGREGATES IN SUCHLAP SPLICES SHALL BE IN ACCORDANCE WITH THE FOLLOWINGCONCRETE WORK SHALL BE SUBJECT TO QUALITY ASSURANCEGRADE SHALL BE COVERED WITH A MINIMUM OF 3" OFBASE PLATES, ANCHOR BOLTS, SUPPORT ANGLES, ETC., BELOWWELDED WIRE FABRIC ONE SPACING OF CROSS WIRES PLUS 2".COMPRESSION DOWEL EMBEDMENT: 22 BAR DIAMETERS LAPCONCRETE.NOTES AND PROJECT SPECIFICATIONS.TESTING AND INSPECTIONS. SEE QUALITY ASSURANCE GENERALTABLE, UNLESS NOTED OTHERWISE, WHERE CLASSES ARE NOTCALLED OUT ON DRAWINGS, USE CLASS "B" SPLICE.25"TENSIONf'c(psi)4,000SIZEBAR#4S 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 CLASSTOP BARSSPLICE CLASSCONTRACTOR 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. ABAB32"COMPRESSIONSPLICE24"15"25"32"32"4,00040"24"20"32"40"38"4,00048"24"24"38"48"#5#654"4,00070"28"54"70"#762"4,00080"24"30"62"80"#870"4,00090"34"70"90"#978"4,000100"24"38"78"100"#101. 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 MORTARB) BRUSHED CLEAN, RE-POINTED WITH A COMPATIBLE MORTARC) SLIGHTLY RECESSED TO RENDER THEM MORE WATERPROOF (THIS APPLIES ONLY TO THEEXTERIOR).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 VERIFYWITH 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:11111 ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTIONSSSSCCCCHHHHEEEEDDDDUUUULLLLEEEE OOOOFFFF SSSSPPPPEEEECCCCIIIIAAAALLLLIIIINNNNSSSSPPPPEEEECCCCTTTTIIIIOOOONNNNSSSSSSSS000000002222Taitem110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SETControlled Structural Fill1PE/GESection 1705.6and Chapter 18- Perform sieve tests (ASTM D422 &D1140) and modified Proctor tests(ASTM D1557) of each source of fillmaterial.- Inspect placement, lift thickness andcompaction of controlled fill.- Test density of each lift of fill by nuclearmethods (ASTM D2922)- Verify extent and slope of fill placement.PDeep foundations1PE/GESection 1705.7,1705.8, 1705.9and Chapter 18- Inspect and log pile driving operations.Record pile driving resistance and verifycompliance with driving criteria.- Inspect piles for damage from drivingand plumbness.- Confirm type and size of hammer- Record number of blows per foot (seespecifications)- Verify pile size, length and accessoriesCITEM Firm/Agency # (Qualif.)CodeSection/Ref.StandardScope frequencySOILS AND FOUNDATIONSCuring and Protection1PE/EITIBC Section1705.3 andChapter 19,ACI-318 Chapter5, ACI 305R, ACI306R, andACI-306.1- Inspect curing temperatures, cold and/orhot weather protection techniques.PSampling and Testing ofConcreteACI-CFTTACI-STTIBC Section1705.3 andChapter 19, andACI-318 Chapter5 & 26- Fabricate concrete specimens forstrength tests.- Test concrete compressive strength(ASTM C31 & C39) every 50 cubic yardsor fractions thereof from each mix designof concrete placed in any one day.- test concrete slump (ASTM C143),air-content (ASTM C231 or C172 orC173) and temperature (ASTM C1064).PConcrete Placement1PE/GEACI-CCIICC-RCSIIBC Section1705.3 andChapter 19, andACI-318 Chapter5- Inspect placement of concrete and/orshotcrete for proper applicationtechniques.- Verify that concrete conveyance anddepositing avoids segregation orcontamination.- Verify that concrete is properlyconsolidated.CAnchor Rods1PE/GEIBC Section1705.3 andChapter 19, andACI-318 Chapter3, 8 & 21- Inspect size, positioning and embedmentof anchor rods.- Inspect concrete placement andconsolidation around anchors.CReinforcement Installation1PE/SE or EITACI-CCIICC-RCSIIBC Section1705.3 andChapter 19, andACI-318 Chapter3 & 7- Inspect size, spacing, cover, positioningand grade of reinforcing steel.- Verify that reinforcing bars are free ofform oil or other deleterious materials.- Inspect bar laps and mechanical splices.- Verify that bars are adequately tied andsupported on chairs or bolsters.PMaterial Certification 1PE/SEIBC Section1705.3.2 andChapter 19, andACI-318 Chapter3- Review material certificates ofcompliance or other acceptabledocumentation for all materials used inthe concrete mix design/s forconformance with ACI-318.CMix design1PE/SE or EITACI-CCIICC-RCSIIBC Section1705.3 andChapter 19, andACI-318 Chapter4, 5, 19 & 26-Review concrete batch tickets and verifycompliance with approved mix design.- Verify that water added at the site doesnot exceed that allowed by the mixdesign.- Review concrete mix design submittalsfor all concrete specified on the drawings.CITEM Firm/Agency # (Qualif.)CodeSection/Ref.StandardScope frequencyCAST-IN-PLACE CONCRETEPre-Engineered WoodTrusses1PE/SEEITIBC Section1705.11.1,Chapter 23, TPI1, and AWC-NDSSection 4.4.2 &Appendix A- Inspect erection/installation, andplacement of trusses for compliance withthe approved submittals, and constructiondocuments.- Review completed/installed trusses andsupporting framing prior to concealment byfinishes.- Verify all connection attachments tosupports....PPre-Engineered Lumber1PE/SEEITIBC Section1705.11.1,Chapter 23, APA,and AWC-NDS- Verify size, number of plies, identificationstamps, strength of LSL, LVL, PSL,Glulams and other engineered lumber forconformance with approved submittals andconstruction documents.PDiaphragms & Shearwalls1PE/SEEITIBC Section1705.11.1,Chapter 23, APA,AWC-SDPWS,and AWC-NDS- Within the main wind or seismic forceresisting system:- Verify size, quantity and location ofchords/end studs for conformance withconstruction documents.- Inspect all hardware connectors, bolting,anchoring and other fastening ofcomponents, including all sheathing panels,wall to roof/floor connections, braces,collectors (drag struts) and hold-downs.- Verify configuration and blocking withindiaphragms and shearwalls.- Verify panel grade and thickness.- Verify type, size, spacing and margin offasteners attaching sheathing to framing.PFraming Details1PE/SEEITIBC Section1705.11.1,Chapter 23, APA,and AWC-NDS- Inspect prior to concealment by finishesfor conformance with approved submittals,and construction documents.- Verify stud/joist/rafter, size, quantity,location, and connections of framingmembers, including sheathing forconformance to approved submittals andconstruction documents.PConnections1PE/SEEITIBC Section1705.11.1,Chapter 23, andAWC-NDS- Visually inspect all screwing, bolting,anchoring and other fastening ofcomponents, including clips, hangers andmiscellaneous connectors.- Inspect prior to concealment by finishesfor conformance with approved submittals,and construction documents.PMaterial Species & Grading1PE/SEEITIBC Section1705.11.1,Chapter 23, APA,and AWC-NDS- Review wood species and grade stampsof dimensional lumber for conformance withconstruction documents.PPlant Certification / QualityControl Procedures1PE/SEEITIBC Section1705.11.1,Chapter 23, TPI1, and AWC-NDSSection 4.4.2 &Appendix A- Verify fabricator's certification is current.- Review shop fabrication and qualitycontrol procedures.- Verify fabricator's ability to conform to theapproved submittals and constructiondocuments.PITEM Firm/Agency # (Qualif.)Code Section/Ref.StandardScope frequencyWOODWeldingAWS-CWIIBC Chapter 22,AWS D1.1, andAISC 360Section N5- Visually inspect all welds.Inspect pre-heat, post-heat andsurface preparation betweenpasses.- Verify size and length of filletwelds.- Verify welder qualifications andcetification before welding starts.CMaterial CertificationAWS/AISC-SSIICC-SWSIIBC Section1705.2 andChapter 22,AISC 303Section 6.1- Review certified mill test reportsand identification markings onwide-flange shapes,high-strength bolts, nuts andwelding electrodes.PITEM Firm/Agency # (Qualif.)CodeSection/Ref.StandardScope frequencySTRUCTURAL STEELErected Precast Elements1PE/SEEITIBC Section 1705.3and Chapter 19,ACI-318 Chapter 26- Inspect erection of precast concreteincluding member configuration,connections, welding, and groutingPPlant Certification / QualityControl ProceduresACI-CCIICC-RCSIIBC Section 1704.2.5- Review plant operation and qualitycontrol procedures.- Verify fabricator's ability to conformto the approved submittals andconstruction documents.PITEM Firm/Agency # (Qualif.)Code Section/Ref.StandardScope frequencyPRE-CAST CONCRETEAnchors and Ties1PE/SEICC-SMSIIBC Section 1705.4and Chapter 21,ACI-530.1, ASCE 6,and TMS 602- Inspect size, location, spacing andembedment of dowels, anchors andties.PEvaluation of MasonryStrength1PE/SEICC-SMSIIBC Section 1705.4and Chapter 21,ACI-530.1, ASCE 6,and TMS 602- Test compressive strength of mortarand grout cube samples (ASTM C780).- Test compressive strength of masonryprisms (ASTM C1314).PWeather Protection1PE/SEICC-SMSIIBC Section 1705.4and Chapter 21,ACI-530.1, ASCE 6,and TMS 602- Inspect cold and/or hot weatherprotection procedures.- Verify that wall cavities are protectedagainst precipitation.PGrouting Operations1PE/SEICC-SMSIIBC Section 1705.4and Chapter 21,ACI-530.1, ASCE 6,and TMS 602- Review grout mix proportions.- Inspect slump, placement andconsolidation of grout.- Inspect masonry clean-outs forhigh-lift grouting.CReinforcement Installation1PE/SEICC-SMSIIBC Section 1705.4and Chapter 21,ACI-530 & 530.1,ASCE 5 & 6, andTMS 402 & 602- Inspect placement, size, positioningand lapping of reinforcing steel.- Inspect welding of reinforcing steel ifapplicable.PMortar Joints1PE/SEICC-SMSIIBC Section 1705.4and Chapter 21,ACI-530.1, ASCE 6,and TMS 602- Inspect construction of mortar jointsincluding head joints for tooling andfilling.- Verify sizes of all joints are incompliance with ACI masonry jointsconstruction tolerances.- Verify that the maximum bed joint sizeis 5/8".PInstallation of Masonry1PE/SEICC-SMSIIBC Section 1705.4and Chapter 21,ACI-530.1, ASCE 6,and TMS 602- Inspect size, layout, bonding, patternand placement of masonry units.PMixing of Mortar and Grout1PE/SEICC-SMSIIBC Section 1705.4and Chapter 21,ACI-530.1, ASCE 6,and TMS 602- Inspect proportioning, mixing andretempering of mortar and grout.PMaterial Certification 1PE/SEICC-SMSIIBC Section 1705.4and Chapter 21,ACI-530.1, ASCE 6,and TMS 602 -Review test reports PITEM Firm/Agency # (Qualif.)Code Section/Ref.StandardScope frequencyMASONRY BP2BP2BP2BP4BP2BP2BP3BP2BP2BP2BP2BP5BP7BP 7B P6BP8BP3BP3BP3BP3BP3BP3BP2BP2BP2BP2BP2BP2BP2BP2BP2BP2BP3BP2BP2BP2BP2BP3MARK 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.11111L1L2L3L4L7L7L8L8LELHLLLNLPLQLRLIL10L10L6L6LJL12L12LMLKLCLBLDLOL13.2L13.2L14L14L16L16L11L9L9LFGB-1AGB-1AGB-1AGB-1AGB-1AGB-1AGB-1AGB-1AGB-1AGB-1AGB-1AGB-1AGB-1AGB-1AGB-1AGB-1AGB-1AGB-2AGB-2GB-2GB-2GB-2GB-4GB-2GB-1GB-1GB-1GB-2GB-2GB-2GB-1GB-1GB-1GB-2GB-1DGB-2BGB-2AGB-1AGB-1BGB-1AGB-2AGB-1GB-1GB-1GB-1PC-4PC-2PC-6PC-4PC-4PC-4 PC-2PC-2PC-4PC-4PC-6PC-6PC-4PC-4PC-4PC-3PC-2PC-6PC-8GB-1GB-1L13.1L13.1L15L15PC-4LAPC-4PC-6GB-2AGB-2APC-4PC-4PC-6PC-6PC-3PC-4PC-4S2033S2031S2032L5GB-1ALG4S2011S2016S2015S20123' - 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"15' - 9 3/4"3' - 9 3/8"9' - 4 3/8"4' - 11 5/8"12' - 7 1/4"4' - 7 3/8"2' - 10 5/8"12' - 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"12' - 7 1/4"4' - 11 5/8"9' - 4 3/8"19' - 7 1/8"9' - 7 3/8"26' - 11 1/4"29' - 2 1/2"7' - 6"12' - 0 1/2"4' - 3 1/2"22' - 0 7/8"11' - 1"22' - 0 7/8"11' - 1"17' - 8 7/8"22' - 10 1/8"27' - 0"27' - 0"26' - 10 5/8"4S2034S203SimGB-1CGB-1CS20112S20110S201111S2021S202Sim9S202GB-1GB-2AGB-2AGB-2AGB-1AGB-1AGB-1A3S2024S202PC-2PC-3PC-4GB-2PC-2PC-2PC-2PC-25S2027S2026 5/8"GB-1GB-1APC-3PC-3PC-2GB-1AGB-1CS2019GB-2AGB-1DGB-1DGB-4GB-1GB-1GB-3GB-1GB-4GB-1GB-48S2028"EQEQ11 1/2"GB-5EXISTING STONE FOUNDATIONL14.2S2018TYPICAL DETAIL AT PARKING AREA GRADE BEAM GB-1A GB-2TYPICAL DETAIL AT BUILDING INTERIOR GRADE BEAM GB-17S202Sim2S202GB-1TYPICAL DETAIL AT BUILDING INTERIOR GRADE BEAM GB-25S201SimGB-1AGB-2AGB-1AGB-1A8"GB-2AGB-2AGB-2APC-21' - 6 1/2"6"1' - 6"1' - 6"1' - 6"PC-41' - 9"4' - 0"1' - 9"4' - 0"1' - 9"4' - 0"1' - 6"1' - 0 3/8"5 5/8"EQEQ1' - 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 E Q2' - 0"2' - 0"2' - 0"2' - 0"4' - 6"EQEQ1' - 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' - 11 3/4"14' - 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.EQEQEQEQPC-21' - 6"1' - 6"2' - 0"2' - 0"EQEQEQEQ10 3/4"1' - 6"3 3/4"7"EQEQ26' - 4 3/8"1' - 6"1' - 6"9"9"L5.512' - 8 1/2"7' - 2 5/8"1' - 2"1' - 6 3/8"1' - 2"1' - 2"1' - 11 9/16"10' - 11 3/16"1' - 2"1' - 2"1' - 2"EQEQEQEQEQEQEQEQPROPERTY LINE, TYP.GB-2CGB-1BGB-1BGB-1BGB-2BGB-1BGB-1CGB-1DGB-1DGB-1GB-2CGB-1BGB-2B2' - 9 7/8"13S20113S20113S20113S201SIM.SIM.SIM.13S201SIM.10S2021' - 6"1COORDINATE FOUNDATION LAYOUT W/ ARCHITECTURAL DRAWINGSBASEPLATE 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/S204VIBRATION MONITORING AND PRE-CONSTRUCTION SURVEY1.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/4END STIRRUPSL/2MIDDLE STIRRUPSL/4END STIRRUPSLERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTIONAs indicatedFFFFOOOOUUUUNNNNDDDDAAAATTTTIIIIOOOONNNN PPPPLLLLAAAANNNNSSSS111100000000Taitem110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SETGRADE BEAM SCHEDULETYPEMARKTYPEELEVATIONAT TOPELEVATION ATTOP (SURVEY)ELEVATION ATBOTTOMELEVATION ATBOTTOM(SURVEY)TOPREINFORCEMENTBOTTOMREINFORCEMENTSTIRRUPSLONGITUDINALREINFORCEMENTEND STIRRUPSMIDDLESTIRRUPSGB-1 1'-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. FACEGB-1A 1'-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. FACEGB-1B 1'-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. FACEGB-1C 1'-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. FACEGB-1D 1'-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. FACEGB-2 3'-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. FACEGB-2A 3'-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. FACEGB-2B 3'-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. FACEGB-2C 3'-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. FACEGB-3 2'-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. FACEGB-4 3'-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. FACEGB-5 1'-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"1FOUNDATION PLANPILE CAP SCHEDULETYPEMARKDESCRIPTIONWIDTH LENGTHTHICKNESSPILETYPEPC-2 PILE CAP - 2 PILES SEE DETAIL SEE DETAIL 3' - 0" HELICALPC-3 PILE CAP - 3 PILES SEE DETAIL SEE DETAIL 3' - 0" HELICALPC-4 PILE CAP - 4 PILES SEE DETAIL SEE DETAIL 3' - 0" HELICALPC-6 PILE CAP - 6 PILES SEE DETAIL SEE DETAIL 3' - 0" HELICALPC-8 PILE CAP - 8 PILES SEE DETAIL SEE DETAIL 3' - 0" HELICALPILE SCHEDULETYPEMARKCOUNT DESCRIPTIONCAP / GRADE BEAMEMBEDMENTDEPTHALLOWABLEAXIAL CAPACITYALLOWABLELATERAL CAPACITYPL-H1 303 HELICAL PILE 6" +/- 80'-0" 80K 5KFOUNDATION PLAN GENERAL NOTESSITE PREPARATION AND EXCAVATION1. CLEAR, GRUB, AND STRIP TOPSOIL AND REMOVE SIGNIFICANT ROOT STRUCTURES WITHIN NEW EXTERIOR CONSTRUCTION AREAS. REMOVE ANY REMNANTS OF EXISTINGSTRUCTURES ENCOUNTERED FROM WITHIN THE NEW CONSTRUCTION AREA. ALL EXCAVATIONS TO REMOVE REMNANTS OF EXISTING BUILDING FOUNDATIONS AND FILLFROM WITHIN THE BUILDING FOOTPRINT SHALL BE BACKFILLED WITH COMPACTED STRUCTURAL FILL. THE STUCTURAL FILL SHOULD CONFORM TO NYSDOT SPECIFICATION304.14 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. OPERATIONSSHALL CONFORM TO APPLICABEL ENVIRONMENTAL REGULATIONS.4. CONTRACTOR SHALL REMOVE ALL EXISTING FOUNDATION OTHER THAN THE FOUNDATION SUPPORTING THE BRICK FACADE TO REMAINGENERAL NOTES1. 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 LOCATIONOF 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 NOTES1. Top 25'-0" of pile shall be hot dipped galvanized according to ASTM A153 and ASTM A123. Design life is 75years according to ICC-ES AC355. Min. zinc coating thickness of 0.004". Net steel loss after galvanizing isexpected 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 followingin accordance with ASTM A780 "Standard Practice for Repair of Damaged and Uncoated Areas of Hot-dipGalvanized 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 installationtorque.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 supervisorB.Name and model of equipment used during installationC.Description of pile geometry, lead length, extension lengths, etc.D.Date of installationE.Final pile depth at tipF.Total length installedG.Final inclination angle of shaftH.Installation torque per foot of depthI.Average installation torque for last 3ftJ.Actual installed locationK.Comments pertaining to interruptions, obstructions, etc.6. If an obstruction is encountered during installation prior to reaching estimated refusal back out pile and attempt toreinstall 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 thelargest helical plate.8. Termination criteria case 1 meets the classic termination criteria for helical piles where the minimum requiredtorque, averaged, shall be held at or greater than for a minimum of three consecutive feet.PILE SCHEDULE NOTES1. ALL PILES SHOWN ON DRAWINGS ARE PL-H1 TYPE2. ALL PILES ARE CENTERED ON GRADE BEAMS UNLESS NOTED OTHERWISESTEEL COLUMN BASE PLATE SCHEDULEMARK SIZEANCHOR BOLTSANCHOR EMBEDMENTBP1 18"X18"X7/8" (4) 3/4" Ø F1554 GR 36 HEAVY HEX HEAD15"BP2 18"X18"X1-1/8" (4) 3/4" Ø F1554 GR 36 HEAVY HEX HEAD15"BP3 18"X18"X1-3/8" (4) 3/4" Ø F1554 GR 36 HEAVY HEX HEAD15"BP4 20"X20"X2" (4) 1-1/4" Ø F1554 GR36 HEAVY HEX HEAD15"BP5 18"X18"X1-1/8" (4) 3/4" Ø F1554 GR 36 HEAVY HEX HEAD - CORNER LAYOUT- SEE DETAIL 15"BP6 18"X18"X1-3/8" (4) 3/4" Ø F1554 GR 36 HEAVY HEX HEAD - CORNER LAYOUT- SEE DETAIL 15"BP7 18"X18"X1-1/8" (4) 3/4" Ø F1554 GR 36 HEAVY HEX HEAD - EDGE LAYOUT - SEE DETAIL 15"BP8 18"X18"X1-3/8" (4) 3/4" Ø F1554 GR 36 HEAVY HEX HEAD - EDGE LAYOUT - SEE DETAIL 15"1NOT TO SCALE2GRADE BEAM REINFORCING DIAGRAM11 #5 @ 9" (M)#5 @ 18" (M)#5 @ 9"(M)L1L2L3L4L7L7L8L8LELHLLLNLPLQLRLIL10L10L6L6LJL12L12LMLKLCLBLDLOL13.2L13.2L14L14L16L16L11L9L9LFL13.1L13.1CL-S2CL-S1CL-S1CL-S1CL-S1CL-S1CL-S2CL-S1CL-M1CL-S1CL-S1C L-S1CL-S1CL-S1C L-S1CL-S1CL-S1CL-S1CL-S1CL-S 1CL-M1CL-S1CL-S1CL-S1CL-S1CL-S1CL-S1CL-S1CL-S1CL-S1CL-S1CL-M1CL-S1CL-S1CL-S1CL-S1CL-S1CL-S1CL-S1CL-S1CL-S1CL-S1CL-S1CL-M1CL-S1CL-M1CL-M 1CL-M1CL-M1CL-M1CL-M1CL-M1CL-M1CL-M1CL-S1CL-M1CL-M1CL-M1CL-M1CL-M1CL-M1CL-M1L15L15LA23' - 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"15' - 9 3/4"3' - 9 3/8"9' - 4 3/8"4' - 11 5/8"12' - 7 1/4"4' - 7 3/8"2' - 10 5/8"12' - 0 1/2"4' - 3 1/2"CL-S1CL-S1CL-S1CL-S1CL-M1L5CL-S1C L-S1CL-S1LG4S2011S2016S2015S20127' - 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"12' - 0 1/2"4' - 3 1/2"22' - 0 7/8"11' - 1"22' - 0 7/8"11' - 1"17' - 8 7/8"22' - 10 1/8"27' - 0"27' - 0"26' - 10 5/8"12' - 7 1/4"4' - 11 5/8"9' - 4 3/8"26' - 11 1/4"29' - 2 1/2"4S2036" CONC. SLAB W/ #5 @ 9" O.C. EAST-WESTAND #5 @ 18" O.C. NORTH-SOUTH, TYP.REBAR SHALL BE PLACED AT MIDDLE OF SLAB4S203Sim1S2021S202Sim9S2023S2024S2025S2027S202PERIMETER SLAB ONLY AT THIS AREA *UPUPUP12' - 5 7/8" 10' - 6"2' - 9"9' - 11 3/4"C L-S1SAW-CUT CONTROL JOINTS 18'-0" O.C., TYP. SEE DETAIL/6S2023 3/4"CL-S1CL-S1DEPRESS SLAB 3/4" FOR WALK-OFF MAT IN THIS AREADEPRESS SLAB 3/4" FOR WALK-OFF MAT IN THIS AREA8S202L14.2*CONTRACTOR SHALL PROVIDE COMPACTED STRUCTURAL FILL UP TO BOTTOM OF SLAB ELEVATION 2S202TYPICAL F.F. = 394.54OVERLAY CONCRETE RAMPOVERLAY CONCRETE RAMPF.F. = 395.005S201SimF.F. = 395.07ALL 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 CL-M1CL-M 17S202Sim1' - 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"L5.56" CONC. SLAB W/ #5 @ 9" O.C. EAST-WESTAND #5 @ 18" O.C. NORTH-SOUTH, TYP.REBAR SHALL BE PLACED AT MIDDLE OF SLABSLAB TOPPING F.F. = 394.97ELEVATOR PIT4" CONCRETE SLABWWF 6X6 W4.0 X W4.0SLAB TOPPING F.F. = 395.074" CONCRETE SLABWWF 6X6 W4.0 X W4.04" CONCRETE SLABWWF 6X6 W4.0 X W4.0CL-S1CL-S1C L-S12' - 9 7/8"13S20110S202111S202/11S20211STEEL COLUMNCMU PILASTERMASONRY WALLCONCRETE GRADE BEAM BELOWRE-BAR (MIDDLE) - SIZE / SPACINGCL-M1CL-S1S101 NOTES1. 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 REQUIREDERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTIONAs indicated1111SSSSTTTT FFFFLLLLOOOOOOOORRRR SSSSLLLLAAAABBBB PPPPLLLLAAAANNNNSSSS111100001111Taitem110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET 3/32" = 1'-0"11ST FLOOR SLAB PLANFIRST FLOOR SLAB PLAN LEGENDSTEEL COLUMN SCHEDULETYPEMARKTYPEADDITIONAL INFOCL-S1 W12X65 SEE FOUNDATION PLAN FOR REQ'D BASE PLATECL-S2 W12X96 SEE FOUNDATION PLAN FOR REQ'D BASE PLATEMASONRY COLUMN SCHEDULETYPEMARKWIDTH LENGTHVERTICALREINFORCEMENTTOP AND BOTTOMSTIRRUPSMIDDLE STIRRUPS COMMENTSCL-M1 1' - 4" 1' - 4" (8) #7 #3 @ 12" O.C. #3 @ 12" O.C.1ST FLOOR BRICK REHABILITATION NOTES1 L1L2L3L4L7L7L8L8LELHLLLNLPLQLRLIL10L10L6L6LJL12L12LMLKLCLBLDLOL13.2L13.2L14L14L16L16L11L9L9LFW14X53 (-2")W24X162 (0")W24X146 (-2")W14X90 (-2")W16X57 (0")W24X146 (0")W24X146 (0")W24X146 (0")W24X146 (0")W24X146 (0")W27X194 (0")W24X55 (-4")W24X55 (-4")W24X192 (-4")W24X146 (0")W24X146 (0")W16X57 (-2")L13.1L13.1CL-M1C L-S1CL-S1CL-S1CL-S2CL-S1CL-M1CL-S1CL-S1CL-S1CL-S1C L-S 1CL-S1CL-S1CL-S1CL-S1CL-S1CL-S1C L-M 1CL-S1CL-S1CL-S1CL-S2CL-S1CL-S1CL-S1CL-S1CL-S1CL-S1CL-S1CL-S1CL-S1CL-M1CL-S1CL-S1CL-S1CL-S1CL-S1CL-S1CL-S1CL-S1CL-S1CL-S1CL-S1CL-M1CL-S1CL-M1CL-M1CL-M1CL-M1CL-M1CL-M1CL-M1C L-M 1W24X192 (0")W14X90 (-2")W16X57 (0")W16X89 (0")W16X89 (0")CL-M1CL-M1CL-M1CL-M1CL-M1CL-M1CL-S1CL-M1CL-M1L15LACL-M1W27X194 (0")W27X194 (0")W24X55 (-4")W27X194 (0")W12X26 (-4")W12X26 (0")W12X26 (0")W12X26 (0")W16X89 (-2")W16X57 (-2")W14X53 (-2")W18X119 (0")W18X119 (0")W16X57 (0")W12X26 (0")W24X146 (0") W24X146 (0") W24X146 (0")W14X53 (-2")W14X90 (-2") W14X53 (-2")W24X162 (0")W24X162 (0")W12X26 (0")W24X146 (0")W24X146 (0")W24X146 (0")W24X146 (0")W24X146 (0")W24X146 (0")W24X146 (0")W24X146 (0")W24X146 (0")L5W24X55 (-4")W24X62 (-4")W24X62 (-4")LGW16X89 (0")1' - 3 1/2"4' - 3 1/2"12' - 0 1/2"2' - 10 5/8"4' - 7 3/8"12' - 7 1/4"4' - 11 5/8"9' - 4 3/8"19' - 7 1/8"9' - 7 3/8"27' - 0"27' - 0"27' - 6 3/8"29' - 0"12' - 0 1/2"4' - 3 1/2"22' - 0 7/8"11' - 1"22' - 0 7/8"11' - 1"17' - 8 7/8"22' - 10 1/8"27' - 0"27' - 0"26' - 10 5/8"32' - 2 1/2"11' - 5 7/8"10' - 6 1/2"21' - 8"4' - 9 3/4"6' - 8 1/4"14S2046S2041S20412S2041S2028"6S204Sim1' - 0"CTN-1BCTN-1ACTN-2ACTN-2BCTN-3ACTN-3BCTN-4BCTN-4AW24X55 (-4")CTN-5ACTN-6ACTN-6BCTN-8ACTN-8BCTN-9ACTN-10ACTN-11ACTN-9BCTN-10BCTN-11BCTN-12A CTN-12BCTN-13BW27X194 (0")CTN-5BW24X146 (-2")9S204CTN-7ACTN-7B5S2041S2073 3/4"W14X53 (-2")11S20413S204SIM10S204SIM10S204SIM10S204SIM10S204SIM13S204SIM12S204SimW14X53 (-2")15S204SIM16S204SIM8S204SIM8S204SIMW24X55 (-4")W12X26 (-4")CTN-13AL14.22S204SEE DETAIL FOR TYPICAL SLAB EDGE GUSSET PLATE REINFORCING, 4'-0" O.C. AND AT POSTS AND ENDS OF SHEAR WALLS ALONG BUILDING PERIMETERCL-M 1CL-M 18"L5.57' - 9"4' - 11 3/8"10' - 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' - 10 1/8"4' - 6"9' - 10 1/4"10 3/8"17' - 4"10 3/8"1' - 0 1/2"4' - 10 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' - 10 1/8"5' - 1"3' - 3 3/4"14' - 10"15' - 5 5/8"5' - 5 5/8"7' - 0 1/4"2' - 5 5/8"4' - 3 1/8"8S20613' - 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"3S2064S2064S206SIM4S206SIM1110S203MASONRY BEARING WALL BELOWSTEEL BEAM BELOWSTEEL MOMENT FRAMEMOMENT FRAME CONNECTION LABELTOP OF STEELSTEEL COLUMN BELOWCMU PILASTER BELOWCONCRETE PLANK SPAN DIRECTIONW24X55CL-M1CL-S1CTN-1AT.O.S.VMA1. 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 REQUIREDERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTIONAs indicated2222NNNNDDDD FFFFLLLLOOOOOOOORRRR FFFFRRRRAAAAMMMMIIIINNNNGGGGPLANPLANPLANPLANSSSS111100002222Taitem110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET 3/32" = 1'-0"12ND FLOOR FRAMING PLANS102 GENERAL NOTES1. T.O.S. = 11'-9" = 0"T.O.S. VARIATIONS SHOWN (+) OR (-) FROM 0"2. ALL EXTERIOR WALLS, CORRIDOR WALLS, AND SHEAR WALLSSHALL BEAR DIRECTLY ON PLANK.3. ALL NON-LOAD BEARING AND INTERIOR PARTITIONS BEARDIRECTLY ON PLANK.4. FOR BEARING WALL AND SHEAR WALL SILL PLATE ANCHORAGE,SEE "WALL SILL PLATE ANCHORAGE TO PLANK" ON SHEAR WALLKEY PLAN, SHEET S1075. CONTROL / SAWCUT JOINTS SHALL BE SPECIFIED BY PLANKMANUFACTURERSTEEL COLUMN SCHEDULETYPEMARKTYPEADDITIONAL INFOCL-S1 W12X65 SEE FOUNDATION PLAN FOR REQ'D BASE PLATECL-S2 W12X96 SEE FOUNDATION PLAN FOR REQ'D BASE PLATESECOND FLOOR FRAMING PLAN LEGENDMASONRY COLUMN SCHEDULETYPEMARKWIDTH LENGTHVERTICALREINFORCEMENTTOP AND BOTTOMSTIRRUPSMIDDLE STIRRUPS COMMENTSCL-M1 1' - 4" 1' - 4" (8) #7 #3 @ 12" O.C. #3 @ 12" O.C.MOMENT, SHEAR & AXIAL FORCE CONNECTION SCHEDULECONNECTION A M (K-ft) V (K) A (K) CONNECTION B M (K-ft)V (K) A (K)CTN-1A 82.5 30.5 0 CTN-1B 82.5 30.5 0CTN-2A 46.5 83 0 CTN-2B 548 115 0CTN-3A 52.3 83 0 CTN-3B 0 13 0CTN-4A 81 31 0 CTN-4B 81 31 0CTN-5A 67 148 0 CTN-5B 963 204 0CTN-6A 927 144 0 CTN-6B 2 22 0CTN-7A 93 33 0 CTN-7B 78 33 0CTN-8A 197 73 0 CTN-8B 82 62 0CTN-9A 397 64 0 CTN-9B 197 35 0CTN-10A 248 90 0 CTN-10B 397 99.5 0CTN-11A 60.5 28 0 CTN-11B 40 26 0CTN-12A 62 27 0 CTN-12B 61 27 0CTN-13A 40 43 0 CTN-13B 40 43 01. M = MOMENT, V = SHEAR, A = AXIAL2. K-ft = KIP FEET, K = KIPS3. KIPS = 1,000 LBS4. REFER TO STEEL DETAILS ON SHEET S2045. ALL MOMENTS AND AXIAL LOADS SHOWN IN SCHEDULE ABOVE ARE REVERSIBLE.2ND FLOOR BRICK REHABILITATION NOTES LOAD BEARING WALL ABOVESHEAR WALL ABOVEWOOD POST ABOVECMU WALL BELOWSTEEL BEAM BELOWSTEEL COLUMN BELOWCONCRETE PLANK SPAN DIRECTIONPLANK AREA OUTSIDE OF HABITABLE SPACEL1LELRLJL12LCLOL16L16L9AABDEFGHJKK1435879101122.11K6L15LACC1.5K1.5K1.5K1.5K10.77K9K5.3K5.3K5.3K5.3K8.9K8.9K5.75K5.75K6.75K6.75K3.89K4.58K4.58K5K3.89K3.89K3.89K21K21K12K12K12K12K17K17K11.42K12.33K3.32K3.32K12K11.52K12K12K12K12.33K2.11K2.11K2.11K4.9K11.52K1.65K1.65K1.65K1.65K2.11K2.11K2.11K2.11K2.1K14.82K12K 11.2K5.24K31' - 10"24' - 5 3/4"9K5.3K5.3K5.3K5.3K8.9K8.9K7.1K7.1K 5.75K5.75K6.75K6.75K4.58K4.58K3.89K3.89K2.11K2.11K2.11K2.11K2.11K2.11K2.11K2.11K2.11K2.11K2.11K2.11K2.11K2.11K2.11K2.11K2.11K2.11K2.11K2.11K2.11K2.11K2.11K2.11K2.11K2.11K2.11K3.03K3.03K4.54K4.54K2.11K2.11K2.11K2.11K2.11K2.11K5.75K5.75K2.11K2.11K7.91K7.91K15.02K15.02K11.4K11.4K6.34K6.34K5.28K5.28K6.33K6.33K3.89K3.89K3.89K3.89K6.66K6.66K2.11K2.11K2.11K2.11K2.11K2.11K2.11K3.31K12.84K20.72K15.6K2.3K2.11K2.11K2.1K5.82K6.91K6.91K6.91K1.04K14.82K43.1K22.77K43.1K43.1K4.81K5.18K5.18K4.9K4.9K6.14K6.14K4.9K10.77K5.24K11.2K18.12K4.24K4.24K4.24K3.76K4.6K3.81K2.62K5K3.32K3.32K17K17K12K12K12K12K21K21K21.69k21.69k12K12K12K12K11.52K11.52K1.65K1.65K1.65K1.65K1.65K1.65K 11.42K11.42K11.42K18.54K18.54K12.33K12.33K12.33K12.33K12.33K12.33K12.33K12.33K12.33K11.42K11.42K11.42K11.42K1.5K1.5K4.2K4.2K7.6K7.6K10.07K10.07K3.5K3.5K3.5K3.5K3.5K3.5K3.5K3.5K3.5K3.5K3.5K3.5K3.5K3.5K3.5K3.5K3.5K3.5K3.5K3.5K3.5K3.5K11.52K11.52K1.71K1.71K11.52K11.52K1.71K1.71K1.71K1.71K13K13K13K13K13K13K13K13K21.96K21.96K21.96K21.96K1.71K1.71K1.65K1.65K1.71K1.71K1.71K1.71K6.46K6.46K0.24K0.24K1.13K1.13K1.13K1.13K1.13K1.13K1.13K1.13K1.13K1.13K0.24K0.24K1.13K1.13K1.13K1.13K1.13K1.13K1.13K1.13K1.13K1.13K1.13K1.13K38.94K36.33K42.1K29.7K23.23KLBS./LIN. FT., TYP. 11' - 6 1/8" 56' - 9 3/4"13' - 8 1/4" 50' - 5 1/2"37' - 11 1/8"97' - 5" 29' - 2 7/8" 49' - 2 1/4" 33' - 5 3/4" 62' - 2 3/4" 49' - 11 1/8" 17' - 5 5/8" 23' - 8 1/8" 41' - 2 3/8" 26' - 0 3/8"22' - 1"24' - 10 3/4"20' - 11 5/8" 20' - 2 1/4" 25' - 11 3/4" 39' - 4 1/2" 22' - 7 1/2" 3' - 6"700 PLF19' - 9 3/8"20' - 8 7/8"3.33K3.33K40' - 5 5/8"28' - 5 5/8" 16' - 10 7/8"WINDT=2KWINDT=1.5KCROSS-HATCHED AREAS INDICATE PLANK AREA OUTSIDE OF HABITABLE SPACE, TYP.40 PSF SNOW LOAD + 10 PSF DL (IMPOSED). COORDINATE W/ ARCHITECTURAL PLANS FOR ROOF ASSEMBLYCROSS-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.4.81K3.57KWIND18.2KWIND18.2KWIND13.6KWINDT=1.5KWINDT=2KWIND9.1KWIND9.1KWIND9.1KWIND9.1KWIND12.6KWIND9.1KWIND12.6KWIND12.6KWIND9.1KWIND9.1KWIND9.1KWIND9.1KWIND9.1KWIND9.1KWIND9.1KWIND9.1KWIND12.6KWIND12.6KWIND12.6KWIND9.1KWIND12.6KWIND12.6KWIND9.1KWIND12.6KWIND12.6KWIND9.1KWIND9.1KWIND12.6KWIND9.1KWIND9.1KWIND9.1KWIND9.1KWIND9.1KWIND9.1KWIND9.1KWIND9.1KWIND12.6K3.89K3.89K39' - 8 1/8"58' - 7 5/8"15' - 7 1/4" 3' - 4" 17' - 4 3/8"14' - 1 1/8" 3' - 4"39' - 3 3/4"39' - 2" 39' - 3 3/4" 39' - 3 3/4" 14' - 9 3/8" 31' - 5"8' - 2" 39' - 1" 9' - 10 1/8"39' - 4 3/8" 19' - 7" 19' - 7 7/8" 1' - 9 3/8"23' - 7 7/8"10' - 2 5/8" 10' - 4 5/8" 3' - 4" 13' - 0 5/8" 3' - 2" 7' - 8" 9' - 6 1/2" 3' - 4"1' - 11"19.24K7.4KWIND12.6K4.9K1.12K1.12K1.12K1.12KL5.55 1/4"4 7/8"4 7/8"11 1/4"11' - 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.11' - 2 3/8"WIND12.6KWIND12.6K35' - 3"5,871 PLF.WIND18.2K11' - 7 1/4"840 PLF11' - 4 3/4"840 PLFWIND18.2KWIND18.2K35' - 11 1/8"3.285 PLF(TYPICAL, ALL WALL SEGMENTS ALONG THIS LNE)35' - 11 1/8"3.285 PLF(TYPICAL, ALL WALL SEGMENTS ALONG THIS LNE)24' - 5 3/4" 24' - 5 3/4"2,903 PLF.(TYPICAL, ALL WALL SEGMENTS ALONG THIS LNE)3,053 PLF.(TYPICAL, ALL WALL SEGMENTS ALONG THIS LNE)WIND18.2KWIND9.1K12' - 10 1/2"758 PLF50' - 1 5/8"18' - 8 3/8"3,706 PLF.49' - 10"3,339 PLF.(TYPICAL, ALL WALL SEGMENTS ALONG THIS LNE)758 PLFWIND13.6K4,037 PLF.3,832 PLF.3,167 PLF.(TYPICAL, ALL WALL SEGMENTS ALONG THIS LNE)44' - 2 5/8" 19' - 7 7/8"1,536 PLFWIND9.1K2,878 PLF2,168 PLF2,406 PLF48' - 5 5/8"1,614 PLF.WIND9.1K1,536 PLF.5,200 PLF6,576 PLF3' - 4"640 PLF1,022 PLF360 PLF5,439 PLF1,200 PLF400 PLF1,280 PLF5,439 PLF6,219 PLF3,912 PLF1,536 PLF6,869 PLF6,869 PLF6,869 PLF6,869 PLF5,135 PLF1,536 PLF840 PLF(TYPICAL, ALL WALL SEGMENTS ALONG THIS LINE)3' - 4 1/8"3' - 4" 3' - 4" 3' - 4" 3' - 3 1/4" 3' - 4" 3' - 4"3' - 4"3' - 4" 2' - 8 1/8" 3' - 3 1/4"2,159 PLF1,614 PLF1,536 PLF6,847 PLF33' - 6 3/8"5,149 PLF4,312 PLF4,846 PLF2,259 PLF5,860 PLF1,536 PLF6,869 PLF6,869 PLF3,882 PLF4,557 PLF3' - 1 1/2" 2' - 6 7/8" 1' - 6 3/4"840 PLF(TYPICAL, ALL WALL SEGMENTS ALONG THIS LINE)3,492 PLF1,368 PLF.3,586 PLF4,182 PLF3,814 PLF3,922 PLF3,272 PLF4.84K4.84K840 PLF758 PLF2,224 PLF3,414 PLF4,189 PLF3,414 PLF2,976 PLF24' - 3 1/2"1,362 PLFWIND12.6K3,492 PLF(TYPICAL, ALL WALL SEGMENTS ALONG THIS LINE)1' - 8" 1' - 6 3/4"LL & DL RATIOS: LL DL1) 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%113' - 4"1ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTIONAs indicated2222NNNNDDDD FFFFLLLLOOOOOOOORRRR PPPPLLLLAAAANNNNKKKKLLLLOOOOAAAADDDDIIIINNNNGGGG PPPPLLLLAAAANNNNSSSS111100002222....1111Taitem110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SETCONCRETE PLANK LOADING PLAN LEGENDS102.1 GENERAL NOTES1. PLAN IS FOR REFERENCE FOR PLANK DESIGN. FOR PLANK ORIENTATION REFER TO S1022. T = TENSION DUE TO WIND OR SEISMICC = COMPRESSION DUE TO WIND OR SEISMICLOAD TOTALS SHOWN REPRESENT 53% LL/SL PLUS 47% DLALL LOADS SHOWN ARE IN ALLOWABLE STRESS DESIGN3. ADDITIONAL TENSION AND COMPRESSION LOADS OCCUR ON TOP OF CONCRETE BEAMS AND ARENOT SHOWN, BUT ARE OF SIMILAR MAGNITUDE AS ONES SHOWN.4. IN ADDITION TO THE LINE AND POINT LOADS SHOWN, THERE WILL BE UNIFORM DISTRIBUTEDLOADS ON THE PLANKS OF:A) AT CORRIDORS; 80 PSF LIVE LOAD AND 25 PSF DEAD LOADB) AT APARTMENT UNITS; 40 PSF LIVE LOAD AND 25 PSF DEAD LOAD5. 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"12ND FLOOR PLANK LOADING PLAN L1LELRLJL12LCLOL16L16L9AABDEFGHJKK143587910111123-H1D3-H1D3-H13-H1A3-H23-H33-H23-H23-H23-H23-H23-H23-H23-H23-H23-H23-H23-H23-H23-H23-H2B3-H2A3-H23-H23-H23-H23-H1C3-H1B3-H33-H33-H23-W5B3-W53-W53-W53-W53-W53-W63-W5B3-W53-W53-W53-W53-W53-W53-H23-H23-H2C3-B13-B23-B163-B353-B343-B333-B363-B373-B383-B393-B403-B4116" LSL 1.3E 1750 FB RIM BOARD16" LSL 1.3E 1750 FB RIM BOARD16" LSL 1.3E 1750 FB RIM BOARD16" LSL 1.3E 1750 FB RIM BOARD16" LSL 1.3E 1750 FB RIM BOARD16" LSL 1.3E 1750 FB RIM BOARD16" LSL 1.3E 1750 FB RIM BOARD16" LSL 1.3E 1750 FB RIM BOARD16" LSL 1.3E 1750 FB RIM BOARD@16" Flr Truss16"@16" Flr Truss16"@16" Flr Truss16"@16" Flr Truss16"@16" Flr Truss16"@2x616"@16" Flr Truss16"@16" Flr Truss16"@16" Flr Truss16"@16" Flr Truss16"@16" Flr Truss16"@16" Flr Truss16"@2x616"@16" Flr Truss16"@2x616"@16" Flr Truss16"@16" Flr Truss16"@2x616"@2x616"@16" Flr Truss16"3-H63-H6A3-B173-H6C3-B1363-B503-B513-B523-B53@16" Flr Truss16"@16" Flr Truss16"L15LA3-B10D3-B543-B55@2x616"3-B73-H33-H4(1) PT 2x8 LEDGER3-B15@16" Flr Truss16"@2x616"3-B14(2) PT #1 2x10(2) PT #1 2x1016" Flr Truss16" Flr Truss@16" Flr Truss16"@16" Flr Truss16"@16" Flr Truss16"@16" Flr Truss16"(2) PT #1 2x10(2) PT #1 2x1016" Flr Truss16" Flr Truss3-B61(2) PT #1 2x10(2) PT #1 2x10@16" Flr Truss16"3-B62(2) PT #1 2x10(2) PT #1 2x103-W103-W103-W10B3-W10B@16" Flr Truss16"@16" Flr Truss16"@16" Flr Truss16"16" Flr Truss16" Flr Truss(2) PT #1 2x10(2) PT #1 2x103-W10PT 2x10 @ 16" TYP.16" Flr Truss16" Flr Truss(2) PT #1 2x10(2) PT #1 2x103-W10(2) PT #1 2x10(2) PT #1 2x103-W10D3-W10(2) PT #1 2x10(2) PT #1 2x103-W7B3-W7B3-W7B3-W7B3-W7B3-W7B3-W7B3-W7B3-W7B3-W7B3-W7B@16" Flr Truss16"16" Flr Truss16" Flr Truss16" Flr Truss16" Flr Truss3-W83-W1F3-W1F3-W1F3-W1F3-W7D3-W7D3-W7D3-W7C3-W7C3-W73-W73-W7D3-W7C3-W7C3-W73-W73-W7B3-W7B3-W1B3-W1B3-W1B3-W1B3-W2(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@16" Flr Truss16"@16" Flr Truss16"16" FLR TRUSS - SPACING AS REQ'D FOR LONGER SPAN AT THIS AREAAT VERTICAL CHASES, PROVIDE FLR TRUSS FRAMED OPENING W/ HEADER, TYP.@16" Flr Truss16"@16" Flr Truss16"CC3-B573-B58@2x616"DOUBLE 2X6 @ 16"(1) PT 2x8 LEDGER@16" Flr Truss16"3-B38B@16" Flr Truss16"@16" Flr Truss16"3-W7E3-W7E3-H53-B33-B43-B5@2x616"1S207S20515SEE DETAIL FOR TYPICAL BALCONY PERPENDICULAR TO FRAMING16" LSL 1.3E 1750 FB RIM BOARD@16" Flr Truss16"(2) PT #1 2x103-W7B3-W10B(2) PT #1 2x103-B653-W7B3-W1B3-W1B16" Flr Truss @ 16"16" Flr Truss @ 16"S20514SEE DETAIL FOR TYPICAL BALCONY PARALLEL TO FRAMING3-H8(1) BAY OF 2X6 BLOCKING, 24" O.C., TOP AND BOTTOM CHORDS, EACH SIDE OF GRIDLINE 1B2S204SimSP-1,BK-4,BP-7P43-W7DP2P3SP-1,BK-4,BP-3SP-1,BK-2B,BP-5SP-1,BK-2B,BP-5SP-1,BK-2B,BP-5SP-1,BK-2B,BP-6P5,BK-2CP4, BK-2P2P3J4, P1SP-1,BK-1B,BP-8SP-1,BK-1B,BP-8SP-1,BK-1B,BP-8J3, P1P2P 3P3P3P 2L5.55 1/4"4 7/8"4 7/8"11' - 5 3/4"1' - 0"10"4 7/8"5 1/2"V.I.F.11' - 2 3/8"1' - 6" V.I.F.1' - 0"1' - 7 7/8" V.I.F.8S2068x8 NON RUSTING CORNER GUARD1LOAD BEARING WALL BELOW - SEE ARCH. DWGS. FOR WALL TYPESHEAR WALL BELOW - SEE ARCH. DWGS. FOR WALL TYPEPOST BELOW - SEE BEAM AND HEADER SCHEDULESBEAM HANGER - SEE BEAM AND HEADER SCHEDULESBRACKET / PLATE SCHEDULE NOTES:1. BK DESIGNATES BRACKET AT TOP OF POST2. 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 APPROVAL1. 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 REQUIREDERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION 3/32" = 1'-0"3333RRRRDDDD FFFFLLLLOOOOOOOORRRR FFFFRRRRAAAAMMMMIIIINNNNGGGGPLANPLANPLANPLANSSSS111100003333Taitem110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET 3/32" = 1'-0"13RD FLOOR FRAMING PLANWOOD POST SCHEDULETYPE MARK TYPEP1 (1) 2x6P2 (2) 2x6P3 (3) 2x6P3LVL (3) 2x6 LVLP4 (4) 2x6P5 (5) 2x6P6 (6) 2x6POST SCHEDULE NOTES1. ALL POSTS ARE KING STUDS, UNLESS OTHERWISENOTED2. FULLY BLOCK FLOOR CAVITY AT POSTS WITH SAMENUMBER OF STUDS3. LVL STUDS: 1.7E 2650 FBGENERAL FRAMING PLAN NOTES1. TRUSSES SHALL BE JOIST HANGERED TO RIM BOARD WHERE RIM SERVES AS THE HEADER.2. ALL LVL FRAMING TO BE 2.0E 3100FB3. 16" LADDER TRUSS OCCURS AT TOP OF ALL INTERIOR SHEAR WALLS. LADDER TRUSS MUST BE INSTALLED ON CORRECT SIDE OF SHEAR WALL FORALIGNMENT OF DRAG STRUT AND TRUSS (WHERE APPLICABLE), AND TO AVOID CONFLICT WITH WINDOWS. INSTALL ON THE SIDE THAT HAS THELABEL "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 TOFACILITATE 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 FASTENINGSCHEDULE 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/S2059. 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. ALLEXTERIOR PERIMETER WALLS. SEE DETAIL 10/ S20511. AT SHEAR AND/ OR BEARING WALL TOP PLATES AND /OR BOTTOM PLATES THAT ARE NOTCHED OR DRILLED DUE TO PLUMBING, PROVIDE STRAPSACROSS THE PLATES USING SIMPSON LSTA18.WALL FRAMING SCHEDULEFLOOR FRAMINGALL EXTERIOR WOOD FRAMED WALLS / SHEAR WALLS5: 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT4: 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT3: 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT2: (2) 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHTINTERIOR LOAD-BEARING WOOD FRAMED WALLS / SHEAR WALLS5: 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT4: 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT3: (2) 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT2: (2) 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHTINTERIOR NON LOAD-BEARING SHEAR WALLS2-5 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHTUPPER FLOORS FRAMING PLAN LEGENDJACK SCHEDULETYPE MARK TYPEJ1 (1) 2X6J2 (2) 2X6J3 (3) 2X6J4 (4) 2X6J5 (5) 2X6J6 (6) 2X6JACK SCHEDULE NOTES1. ADD KING STUD AT ALL JACK STUD LOCATIONS2. FULLY BLOCK FLOOR CAVITY AT JACKS WITH SAMENUMBER OF STUDSTHIRD FLOOR - EXTERIOR WALL HEADER SCHEDULETYPEMARKNOMINALOPENINGDESCRIPTION TYPEFLUSH /DROPPEDBEARING(EA. END)COMMENTS3-W1B 9-0 EXTERIOR WINDOW/ DOOR HEADER RIM SERVES AS HEADER FLUSH P2 FRAMING PARALLEL3-W1F 9-0 EXTERIOR WINDOW/ DOOR HEADER SISTER RIM W/ (1) 1 3/4 X 16 LVL FLUSH P3 FRAMING PERPENDICULAR3-W2 6-0 EXTERIOR WINDOW/ DOOR HEADER RIM SERVES AS HEADER FLUSH P3 FRAMING PERPENDICULAR3-W5 3-6 EXTERIOR WINDOW/ DOOR HEADER RIM SERVES AS HEADER FLUSH P4 FRAMING PERPENDICULAR3-W5B 3-6 EXTERIOR WINDOW/ DOOR HEADER RIM SERVES AS HEADER FLUSH P3 FRAMING PARALLEL3-W6 6-10 EXTERIOR WINDOW/ DOOR HEADER RIM SERVES AS HEADER FLUSH P4 FRAMING PERPENDICULAR3-W7 8-8 EXTERIOR WINDOW/ DOOR HEADER SISTER RIM W/ (1) 1 3/4 X 16 LVL FLUSH P4 FRAMING PERPENDICULAR3-W7B 8-8 EXTERIOR WINDOW/ DOOR HEADER RIM SERVES AS HEADER FLUSH P2 FRAMING PARALLEL3-W7C 8-8 EXTERIOR WINDOW/ DOOR HEADER SISTER RIM W/ (1) 1 3/4 X 16 LVL FLUSH P4 FRAMING PERPENDICULAR3-W7D 8-8 EXTERIOR WINDOW/ DOOR HEADER SISTER RIM W/ (1) 1 3/4 X 16 LVL FLUSH P4 FRAMING PERPENDICULAR3-W7E 8-8 EXTERIOR WINDOW/ DOOR HEADER RIM SERVES AS HEADER FLUSH P2 FRAMING PARALLEL3-W8 7-8 EXTERIOR WINDOW/ DOOR HEADER RIM SERVES AS HEADER FLUSH P4 FRAMING PERPENDICULAR3-W10 9-0 EXTERIOR WINDOW/ DOOR HEADER (3) 1 3/4 x 7 1/4" LVL DROPPED J4, P2 FRAMING PERPENDICULAR - W/ CANTILEVERED BALCONY3-W10B 9-0 EXTERIOR WINDOW/ DOOR HEADER (2) 1 3/4 x 7 1/4" LVL DROPPED J3 FRAMING PARALLEL - W/ CANTILEVERED BALCONY3-W10D 9-0 EXTERIOR WINDOW/ DOOR HEADER (3) 1 3/4 x 7 1/4" LVL DROPPED J4, P2 FRAMING PERPENDICULAR - W/ CANTILEVERED BALCONYTHIRD FLOOR - INTERIOR BEARING WALL HEADER SCHEDULETYPEMARKNOMINALOPENINGDESCRIPTION TYPEFLUSH /DROPPEDBEARING (EA.END, U.N.O.)3-H2C 3-4 DOOR HEADER RIM SERVES AS HEADER FLUSH EAST P3,WEST P23-H3 5-4 CORRIDOR HEADER (3) 2x6 FLUSH P33-H4 5-4 CORRIDOR HEADER (3) 2x6 FLUSH P23-H5 6-0 DOOR HEADER (2) 1 3/4 X 5 1/2 LVL FLUSH HG-7 EA. END3-H6 3-4 DOOR HEADER (3) 2x6 DROPPED J33-H6A 3-4 DOOR HEADER (2) 2X8 DROPPED J2 *3-H6C 3-4 DOOR HEADER (3) 2X8 DROPPED J33-H8 3-4 DOOR HEADER (3) 2x6 DROPPED J2THIRD FLOOR - INTERIOR BEARING WALL HEADER SCHEDULETYPEMARKNOMINALOPENINGDESCRIPTION TYPEFLUSH /DROPPEDBEARING (EA.END, U.N.O.)3-H1 3-4 DOOR HEADER RIM SERVES AS HEADER FLUSH P33-H1A 3-4 DOOR HEADER RIM SERVES AS HEADER FLUSH P33-H1B 3-4 DOOR HEADER RIM SERVES AS HEADER FLUSH P33-H1C 3-4 DOOR HEADER RIM SERVES AS HEADER FLUSH P23-H1D 3-4 DOOR HEADER RIM SERVES AS HEADER FLUSH P23-H2 3-4 DOOR HEADER RIM SERVES AS HEADER FLUSH P23-H2A 3-4 DOOR HEADER RIM SERVES AS HEADER FLUSH P23-H2B 3-4 DOOR HEADER RIM SERVES AS HEADER FLUSH P2 *THIRD FLOOR - BEAM SCHEDULEMARK TYPEFLUSH /DROPPEDBEARINGADDITIONALINFORMATION3-B37 (2)1 3/4x16 LVL FLUSH SEE PLAN SEE NOTE 1, 3, 63-B38 16" TRUSS GIRDER FLUSH SEE PLAN SEE NOTE 1, 3, 63-B38B 16" TRUSS GIRDER FLUSH SEE PLAN SEE NOTE 1, 3, 63-B39 16" TRUSS GIRDER FLUSH SEE PLAN SEE NOTE 1, 3, 63-B40 16" TRUSS GIRDER FLUSH SEE PLAN SEE NOTE 1, 3, 63-B41 16" TRUSS GIRDER FLUSH SEE PLAN SEE NOTE 1, 3, 63-B50 (3)1 3/4x9 1/2 2.0E LVL DROPPED SEE PLAN SEE NOTE 1, 3, 63-B51 (3)1 3/4x9 1/2 2.0E LVL DROPPED SEE PLAN SEE NOTE 1, 3, 63-B52 (3)1 3/4x9 1/2 2.0E LVL DROPPED SEE PLAN SEE NOTE 1, 3, 63-B53 (3)1 3/4x9 1/2 2.0E LVL DROPPED SEE PLAN SEE NOTE 1, 3, 63-B54 16" TRUSS GIRDER FLUSH SEE PLAN SEE NOTE 13-B55 16" TRUSS GIRDER FLUSH SEE PLAN SEE NOTE 13-B57 16" LSL 1.3E 1750 FB RIM BOARD FLUSH P33-B58 (2) 2x6DROPPED J23-B61 16" TRUSS GIRDER OR (1) 1 3/4X16 LVL FLUSH P2 SEE NOTE 43-B62 16" TRUSS GIRDER OR (1) 1 3/4X16 LVL FLUSH P2 SEE NOTE 43-B65 16" TRUSS GIRDER OR (1) 1 3/4X16 LVL FLUSH P2 SEE NOTE 4THIRD FLOOR - BEAM SCHEDULEMARK TYPEFLUSH /DROPPEDBEARINGADDITIONALINFORMATION3-B1 16" TRUSS GIRDER FLUSH WEST P2,EAST P33-B2 16" LSL 1.3E 1750 FB RIM BOARD FLUSH P3, HG-103-B3 16" TRUSS GIRDER OR (3) 1 3/4X16 LVL FLUSH SP-1, BP-3 SEE NOTE 33-B4 (3) 2x6 FLUSH SP-1, BP-3 SEE NOTE 33-B5 16" TRUSS GIRDER OR (3) 1 3/4X16 LVL FLUSH SP-1, BP-3 SEE NOTE 33-B7 (4)1 3/4x5 1/2 LVL FLUSH P2, HG-83-B10D 16" LSL 1.3E 1750 FB RIM BOARD FLUSH SEE PLAN3-B13 (3) 2x12DROPPED J33-B14 (3)1 3/4x7 1/4 LVL DROPPED J33-B15 16" LSL 1.3E 1750 FB RIM BOARD FLUSH P23-B16 (3)1 3/4x5 1/2 LVL FLUSH P3, HG-83-B17 (3) 2x6DROPPED J33-B33 (2)1 3/4x16 LVL FLUSH SEE PLAN SEE NOTE 1, 3, 63-B34 (2)1 3/4x16 LVL FLUSH SEE PLAN SEE NOTE 1, 3, 63-B35 (2)1 3/4x16 LVL FLUSH SEE PLAN SEE NOTE 1, 3, 63-B36 (2)1 3/4x16 LVL FLUSH SEE PLAN SEE NOTE 1, 3, 6BEAM HANGER SCHEDULETYPE MARKMIN. CAPACITYREQ'DMANUFACTURER/MODEL *520 LBSHG-1 1200 LBSHG-1R 1200 LBSHG-2 1000 LBSHG-3 2300 LBSHG-4 520 LBSHG-5 4400 LBSHG-6 5800 LBSHG-7 1600 LBSHG-8 1900 LBSHG-9 1720 LBSHG-10 2400 LBS* SUBMIT FOR REVIEW AND APPROVALSTEEL POST SCHEDULETYPEMARKDESCRIPTIONMIN.CAPACITYCOMMENTSSP-1 HSS 5 X 5 X 1/4HEADER AND BEAM SCHEDULE NOTES1. SHARES POST WITH ADJACENT BEAM - SIZE OF SHARED POST TAKES INTO ACCOUNT LOAD FROM BOTH BEAMS AND IS THE TOTAL REQ'D FOR BOTH2. 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 ONTHE 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 SCHEDULE4. SEE PLAN FOR APPROPRIATE BALCONY DETAIL REFERENCE. SEE REFERENCED DETAIL FOR HANGER / BRACKET WHERE REQUIRED5. 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 POSTBRACKET / PLATE SCHEDULEBK-1 BRACKET SIMILAR TO SIMPSON CC66BK-1B CUSTOM BRACKET SIMILAR TO SIMPSON CC66,13" LONGBK-2 BRACKET SIMILAR TO SIMPSON CCQBK-2B CUSTOM BRACKET SIM. TO SIMPSON CCQ, 16"LONGBK-2C CUSTOM BRACKET SIM. TO SIMPSON CCQ, 14"LONGBK-3 BRACKET SIMILAR TO SIMPSON ECCQBK-4 CUSTOM BRACKET SIM. TO SIMPSON CCQ, WITHECCQ WELDED TO CREATE "T" SHAPEBP-1 STEEL PLATE 5 1/2" X 10" X 1/2"BP-2 STEEL PLATE 5 1/2' X 14" X 5/8"BP-3 STEEL PLATE 5 1/2" X 11" X 1/2"BP-4 STEEL PLATE 5 1/2" X 12" X 1/2"BP-5 STEEL PLATE 5 1/2" X 12" X 3/4" BEAR ON CONC.BP-6 STEEL PLATE 5 1/2" X 12" X 5/8" BEAR ON CONC.BP-7 STEEL PLATE 12" X 12" X 3/8" BEAR ON CONC.BP-8 STEEL PLATE 5 1/2" X 14" X 1"3RD FLOOR BRICK REHABILITATION NOTES1 4-W24-W1B4-W1B4-W1B4-W1F4-W1F4-W1F4-W1F4-W1B4-H1D4-H1D4-H14-H1A4-H24-H34-H24-H24-H24-H24-H24-H24-H24-H24-H24-H24-H24-H24-H24-H24-H2B4-H2A4-H24-H24-H24-H24-H1C4-H1B4-H34-H34-B14-B24-B16AABDEFGHJKK1435879101124-H24-W5B4-W54-W54-W54-W54-W54-W64-W5B4-W54-W54-W54-W54-W54-W54-B354-B344-B334-B364-B374-B384-B394-B404-B414-H24-H24-H2C@16" Flr Truss16"@16" Flr Truss16"@16" Flr Truss16"@16" Flr Truss16"@2x616"@16" Flr Truss16"@16" Flr Truss16"@16" Flr Truss16"@16" Flr Truss16"@16" Flr Truss16"@16" Flr Truss16"@16" Flr Truss16"@2x616"@16" Flr Truss16"@2x616"@16" Flr Truss16"@16" Flr Truss16"@2x616"@2x616"16" LSL 1.3E 1750 FB RIM BOARD16" LSL 1.3E 1750 FB RIM BOARD16" LSL 1.3E 1750 FB RIM BOARD16" LSL 1.3E 1750 FB RIM BOARD16" LSL 1.3E 1750 FB RIM BOARD16" LSL 1.3E 1750 FB RIM BOARD16" LSL 1.3E 1750 FB RIM BOARD16" LSL 1.3E 1750 FB RIM BOARD16" LSL 1.3E 1750 FB RIM BOARD16" LSL 1.3E 1750 FB RIM BOARD@16" Flr Truss16"@2x616"4-H64-H6A4-B174-H6C4-B134-W7E4-W7E4-W7D4-W7D4-W7D4-W7C4-W7C4-W74-W74-W7D4-W7D4-W7C4-W7C4-W104-W74-W74-W7B6@16" Flr Truss16"@16" Flr Truss16"4-B504-B514-B524-B534-B10D4-B544-B554-B74-H34-H44-B15@16" Flr Truss16"@2x616"4-B14(1) PT 2x8 LEDGER@16" Flr Truss16"@16" Flr Truss16"(2) PT #1 2x10(2) PT #1 2x1016" Flr Truss16" Flr Truss@16" Flr Truss16"@16" Flr Truss16"(2) PT #1 2x10(2) PT #1 2x1016" Flr Truss16" Flr Truss4-B61(2) PT #1 2x10(2) PT #1 2x104-W104-W10@16" Flr Truss16"4-B62(2) PT #1 2x10(2) PT #1 2x104-W10B4-W10B@16" Flr Truss16"16" Flr Truss16" Flr Truss(2) PT #1 2x10(2) PT #1 2x104-W102x10 @ 1'-4" TYP.(2) PT #1 2x10(2) PT #1 2x1016" Flr Truss16" Flr Truss(2) PT #1 2x10(2) PT #1 2x104-W10D16" Flr Truss(2) PT #1 2x10(2) PT #1 2x104-W104-W7B4-W7B4-W7B4-W7B4-W7B4-W7B4-W7B4-W7B4-W7B4-W7B4-W7B@16" Flr Truss16"16" Flr Truss4-W84-W7B(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@16" Flr Truss16"@16" Flr Truss16"16" Flr Truss - SPACING AS REQ'D FOR LONGER SPAN AT THIS AREAAT VERTICAL CHASES, PROVIDE FLR TRUSS FRAMED OPENING W/ HEADER, TYP.@16" Flr Truss16"@16" Flr Truss16"CC4-B574-B58@2x616"DOUBLE 2X6 @ 16"(1) PT 2x8 LEDGER@16" Flr Truss16"4-B38B@DOUBLE PT 2x816"@DOUBLE PT 2x816"4-H5(-8 3/4")(-8 3/4")4-B34-B44-B5@2x616"1S207@16" Flr Truss16"4-B65@16" Flr Truss16"(2) PT #1 2x10(2) PT #1 2x1016" Flr Truss @ 16"4-W10B@16" Flr Truss16"4-W7B4-W7B4-W1B4-W1B@16" Flr Truss16"(2) BAYS OF 2x6 BLOCKING, 32" O.C., TOP AND BOTTOM CHORDS, TYPICAL AT JOIST END BAYSS20515SimSEE DETAIL FOR TYPICAL BALCONY PERPENDICULAR TO FRAMINGS20514SimSEE DETAIL FOR TYPICAL BALCONY PARALLEL TO FRAMING1S2062S2064-H8(1) BAY OF 2X6 BLOCKING, 24" O.C., TOP AND BOTTOM CHORDS, EACH SIDE OF GRIDLINE 1BP2P3SP-1P3P 4P3P2P2J4, P1P5,BK-1,BP-2P5,BK-1,BP-2P5,BK-1,BP-2J3, P1P2P2P2P2P2METAL STRAPPING FASTENED TO TOP OF FLOOR JOISTS AT ALL LOCATIONS INDICATED BY DASHED XMOMENT FRAME AT BEAMS 4-B34 AND 4-B35. SEE DETAIL /17S2048S206AAAAA(3) TYPE "A" PLANTERS. 3 FT. X 3 FT. X 30" (2) TYPE "A" PLANTERS. 3 FT. X 3 FT. X 30" 11LOAD BEARING WALL BELOW - SEE ARCH. DWGS. FOR WALL TYPESHEAR WALL BELOW - SEE ARCH. DWGS. FOR WALL TYPEPOST BELOW - SEE BEAM AND HEADER SCHEDULESBEAM HANGER - SEE BEAM AND HEADER SCHEDULESBRACKET / PLATE SCHEDULE NOTES:1. BK DESIGNATES BRACKET AT TOP OF POST2. 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 APPROVALERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION 3/32" = 1'-0"4444TTTTHHHH FFFFLLLLOOOOOOOORRRR FFFFRRRRAAAAMMMMIIIINNNNGGGGPLANPLANPLANPLANSSSS111100004444Taitem110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET 3/32" = 1'-0"14TH FLOOR FRAMING PLANWOOD POST SCHEDULETYPE MARK TYPEP1 (1) 2x6P2 (2) 2x6P3 (3) 2x6P3LVL (3) 2x6 LVLP4 (4) 2x6P5 (5) 2x6P6 (6) 2x6POST SCHEDULE NOTES1. ALL POSTS ARE KING STUDS, UNLESS OTHERWISENOTED2. FULLY BLOCK FLOOR CAVITY AT POSTS WITH SAMENUMBER OF STUDS3. LVL STUDS: 1.7E 2650 FBGENERAL FRAMING PLAN NOTES1. TRUSSES SHALL BE JOIST HANGERED TO RIM BOARD WHERE RIM SERVES AS THE HEADER.2. ALL LVL FRAMING TO BE 2.0E 3100FB3. 16" LADDER TRUSS OCCURS AT TOP OF ALL INTERIOR SHEAR WALLS. LADDER TRUSS MUST BE INSTALLED ON CORRECT SIDE OF SHEAR WALL FORALIGNMENT OF DRAG STRUT AND TRUSS (WHERE APPLICABLE), AND TO AVOID CONFLICT WITH WINDOWS. INSTALL ON THE SIDE THAT HAS THELABEL "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 TOFACILITATE 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 FASTENINGSCHEDULE 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/S2059. 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. ALLEXTERIOR PERIMETER WALLS. SEE DETAIL 10/ S20511. AT SHEAR AND/ OR BEARING WALL TOP PLATES AND /OR BOTTOM PLATES THAT ARE NOTCHED OR DRILLED DUE TO PLUMBING, PROVIDE STRAPSACROSS THE PLATES USING SIMPSON LSTA18.WALL FRAMING SCHEDULEFLOOR FRAMINGALL EXTERIOR WOOD FRAMED WALLS / SHEAR WALLS5: 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT4: 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT3: 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT2: (2) 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHTINTERIOR LOAD-BEARING WOOD FRAMED WALLS / SHEAR WALLS5: 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT4: 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT3: (2) 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT2: (2) 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHTINTERIOR NON LOAD-BEARING SHEAR WALLS2-5 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHTUPPER FLOORS FRAMING PLAN LEGENDJACK SCHEDULETYPE MARK TYPEJ1 (1) 2X6J2 (2) 2X6J3 (3) 2X6J4 (4) 2X6J5 (5) 2X6J6 (6) 2X6JACK SCHEDULE NOTES1. ADD KING STUD AT ALL JACK STUD LOCATIONS2. FULLY BLOCK FLOOR CAVITY AT JACKS WITH SAMENUMBER OF STUDSFOURTH FLOOR - EXTERIOR WALL HEADER SCHEDULETYPEMARKNOMINALOPENINGDESCRIPTION TYPEFLUSH /DROPPEDBEARING(EA. END)COMMENTS4-W1B 9-0 EXTERIOR WINDOW/ DOOR HEADER RIM SERVES AS HEADER FLUSH P2 FRAMING PARALLEL4-W1F 9-0 EXTERIOR WINDOW/ DOOR HEADER SISTER RIM W/ (1) 1 3/4 X 16 LVL FLUSH P3 FRAMING PERPENDICULAR4-W2 6-0 EXTERIOR WINDOW/ DOOR HEADER RIM SERVES AS HEADER FLUSH P2 FRAMING PERPENDICULAR4-W5 3-6 EXTERIOR WINDOW/ DOOR HEADER P.T. 2X8 LEDGER W/ BLOCKING DROPPED P2 FRAMING PERPENDICULAR. SEE PLAN FOR SIM. LEDGER DETAIL4-W5B 3-6 EXTERIOR WINDOW/ DOOR HEADER P.T. 2X8 LEDGER W/ BLOCKING DROPPED P1 FRAMING PARALLEL. SEE PLAN FOR SIM. LEDGER DETAIL4-W6 6-10 EXTERIOR WINDOW/ DOOR HEADER P.T. 2X8 LEDGER W/ BLOCKING DROPPED P2 FRAMING PERPENDICULAR. SEE PLAN FOR SIM. LEDGER DETAIL4-W7 8-8 EXTERIOR WINDOW/ DOOR HEADER SISTER RIM W/ (1) 1 3/4 X 16 LVL FLUSH P3 FRAMING PERPENDICULAR4-W7B 8-8 EXTERIOR WINDOW/ DOOR HEADER RIM SERVES AS HEADER FLUSH P1 FRAMING PARALLEL4-W7C 8-8 EXTERIOR WINDOW/ DOOR HEADER SISTER RIM W/ (1) 1 3/4 X 16 LVL FLUSH P3 FRAMING PERPENDICULAR4-W7D 8-8 EXTERIOR WINDOW/ DOOR HEADER SISTER RIM W/ (1) 1 3/4 X 16 LVL FLUSH P3 FRAMING PERPENDICULAR4-W7E 8-8 EXTERIOR WINDOW/ DOOR HEADER RIM SERVES AS HEADER FLUSH P1 FRAMING PARALLEL4-W8 7-8 EXTERIOR WINDOW/ DOOR HEADER RIM SERVES AS HEADER FLUSH P3 FRAMING PERPENDICULAR4-W10 9-0 EXTERIOR WINDOW/ DOOR HEADER (3) 1 3/4 x 7 1/4" LVL DROPPED J4 FRAMING PERPENDICULAR - W/ CANTILEVERED BALCONY4-W10B 9-0 EXTERIOR WINDOW/ DOOR HEADER (2) 1 3/4 x 7 1/4" LVL DROPPED J3 FRAMING PARALLEL - W/ CANTILEVERED BALCONY4-W10D 9-0 EXTERIOR WINDOW/ DOOR HEADER (3) 1 3/4 x 7 1/4" LVL DROPPED J4 FRAMING PERPENDICULAR - W/ CANTILEVERED BALCONYFOURTH FLOOR - INTERIOR BEARING WALL HEADER SCHEDULETYPEMARKNOMINALOPENINGDESCRIPTION TYPEFLUSH /DROPPEDBEARING(EA. END,U.N.O.)4-H3 5-4 CORRIDOR HEADER (3) 2x6 FLUSH P24-H4 5-4 CORRIDOR HEADER (3) 2x6 FLUSH P24-H5 6-0 CORRIDOR HEADER (2) 1 3/4 X 5 1/2 LVL FLUSH HG-7 EA.END4-H6 3-4 DOOR HEADER (3) 2x6 DROPPED J24-H6A 3-4 DOOR HEADER (3) 2x6 DROPPED J24-H6C 3-4 DOOR HEADER (3) 2X8 DROPPED J24-H8 3-4 DOOR HEADER (2) 2X8 DROPPED J2FOURTH FLOOR - INTERIOR BEARING WALL HEADER SCHEDULETYPEMARKNOMINALOPENINGDESCRIPTION TYPEFLUSH /DROPPEDBEARING(EA. END,U.N.O.)4-H1 3-4 DOOR HEADER RIM SERVES AS HEADER FLUSH P34-H1A 3-4 DOOR HEADER RIM SERVES AS HEADER FLUSH P24-H1B 3-4 DOOR HEADER RIM SERVES AS HEADER FLUSH P24-H1C 3-4 DOOR HEADER RIM SERVES AS HEADER FLUSH P24-H1D 3-4 DOOR HEADER RIM SERVES AS HEADER FLUSH P24-H2 3-4 DOOR HEADER RIM SERVES AS HEADER FLUSH P24-H2A 3-4 DOOR HEADER RIM SERVES AS HEADER FLUSH P24-H2B 3-4 DOOR HEADER RIM SERVES AS HEADER FLUSH P24-H2C 3-4 DOOR HEADER RIM SERVES AS HEADER FLUSH EAST P2,WEST P2FOURTH FLOOR - BEAM SCHEDULEMARK TYPEFLUSH /DROPPEDBEARINGADD'L INFO4-B52 (3)1 3/4x9 1/2 2.0E LVL DROPPED SEE PLAN SEE NOTE 1, 3, 64-B53 (3)1 3/4x9 1/2 2.0E LVL DROPPED SEE PLAN SEE NOTE 1, 3, 64-B54 16" TRUSS GIRDER FLUSH SEE PLAN SEE NOTE 14-B55 16" TRUSS GIRDER FLUSH SEE PLAN SEE NOTE 14-B57 16" LSL 1.3E 1750 FB RIM BOARD FLUSH P34-B58 (2) 2x6DROPPED J24-B61 16" TRUSS GIRDER OR (1) 1 3/4X16 LVL FLUSH P2 SEE NOTE 44-B62 16" TRUSS GIRDER OR (1) 1 3/4X16 LVL FLUSH P2 SEE NOTE 44-B65 16" TRUSS GIRDER OR (1) 1 3/4X16 LVL FLUSH P2 SEE NOTE 4FOURTH FLOOR - BEAM SCHEDULEMARK TYPEFLUSH /DROPPEDBEARINGADD'L INFO4-B1 16" TRUSS GIRDER FLUSH WEST P2,EAST P34-B2 16" LSL 1.3E 1750 FB RIM BOARD FLUSH P2, HG-104-B3 16" TRUSS GIRDER OR (3) 1 3/4X16 LVL FLUSH P-3LVL4-B4 (3) 2x6 FLUSH P-3LVL4-B5 16" TRUSS GIRDER OR (3) 1 3/4X16 LVL FLUSH P-3LVL4-B7 (4)1 3/4x5 1/2 LVL FLUSH P2, HG-84-B10D 16" LSL 1.3E 1750 FB RIM BOARD FLUSH SEE PLAN4-B13 (3) 2x12DROPPED J34-B14 (2)1 3/4x7 1/4 LVL DROPPED J34-B15 16" LSL 1.3E 1750 FB RIM BOARD FLUSH P24-B16 (3)1 3/4x5 1/2 LVL FLUSH P2, HG-84-B17 (3) 2x6DROPPED J24-B38 16" TRUSS GIRDER FLUSH SEE PLAN SEE NOTE 1, 64-B38B (4)1 3/4x7 1/4 LVL DROPPED SEE PLAN SEE NOTE 1, 54-B39 16" TRUSS GIRDER FLUSH SEE PLAN SEE NOTE 1, 64-B40 16" TRUSS GIRDER FLUSH SEE PLAN SEE NOTE 1, 64-B41 16" TRUSS GIRDER FLUSH SEE PLAN SEE NOTE 1, 64-B50 (3)1 3/4x9 1/2 2.0E LVL DROPPED SEE PLAN SEE NOTE 1, 3, 64-B51 (3)1 3/4x9 1/2 2.0E LVL DROPPED SEE PLAN SEE NOTE 1, 3, 6BEAM HANGER SCHEDULETYPE MARKMIN. CAPACITYREQ'DMANUFACTURER/MODEL *520 LBSHG-1 1200 LBSHG-1R 1200 LBSHG-2 1000 LBSHG-3 2300 LBSHG-4 520 LBSHG-5 4400 LBSHG-6 5800 LBSHG-7 1600 LBSHG-8 1900 LBSHG-9 1720 LBSHG-10 2400 LBS* SUBMIT FOR REVIEW AND APPROVALSTEEL POST SCHEDULETYPEMARKDESCRIPTIONMIN.CAPACITYCOMMENTSSP-1 HSS 5 X 5 X 1/4HEADER AND BEAM SCHEDULE NOTES1. SHARES POST WITH ADJACENT BEAM - SIZE OF SHARED POST TAKES INTO ACCOUNT LOAD FROM BOTH BEAMS AND IS THE TOTAL REQ'D FOR BOTH2. 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 ONTHE 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 SCHEDULE4. SEE PLAN FOR APPROPRIATE BALCONY DETAIL REFERENCE. SEE REFERENCED DETAIL FOR HANGER / BRACKET WHERE REQUIRED5. 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 POSTBRACKET / PLATE SCHEDULEBK-1 BRACKET SIMILAR TO SIMPSON CC66BK-1B CUSTOM BRACKET SIMILAR TO SIMPSON CC66,13" LONGBK-2 BRACKET SIMILAR TO SIMPSON CCQBK-2B CUSTOM BRACKET SIM. TO SIMPSON CCQ, 16"LONGBK-2C CUSTOM BRACKET SIM. TO SIMPSON CCQ, 14"LONGBK-3 BRACKET SIMILAR TO SIMPSON ECCQBK-4 CUSTOM BRACKET SIM. TO SIMPSON CCQ, WITHECCQ WELDED TO CREATE "T" SHAPEBP-1 STEEL PLATE 5 1/2" X 10" X 1/2"BP-2 STEEL PLATE 5 1/2' X 14" X 5/8"BP-3 STEEL PLATE 5 1/2" X 11" X 1/2"BP-4 STEEL PLATE 5 1/2" X 12" X 1/2"BP-5 STEEL PLATE 5 1/2" X 12" X 3/4" BEAR ON CONC.BP-6 STEEL PLATE 5 1/2" X 12" X 5/8" BEAR ON CONC.BP-7 STEEL PLATE 12" X 12" X 3/8" BEAR ON CONC.BP-8 STEEL PLATE 5 1/2" X 14" X 1"FOURTH FLOOR - STEEL BEAM SCHEDULEMARK TYPEFLUSH /DROPPEDBEARINGADD'L INFO4-B33 W14X26DROPPED SP-14-B34 W14X26DROPPED SP-14-B35 W14X26DROPPED SP-14-B36 W14X26DROPPED SP-14-B37 W14X26DROPPED SP-1WEST TERRACE PLANTER STRUCTURAL NOTES1. ALL JOISTS DIRECTLY BELOW PLANTERS SHALL BE (2) 1 3/4x 7 1/4 LVL @ 16" O.C. PROVIDE 2X BLOCKING AT 24" O.C. TOADJACENT MEMBERS (3) BAYS BELOW PLANTERS.2. WEST GREEN ROOF TERRACE TOTAL DESIGN LOAD(LL + DD) = 100 PSF.3. TRUSS FABRICATOR SHALL REFER TO ARCHITECTURALGREEN ROOF SECTIONS TO VERIFY LOADS BASED ONPROPOSED ASSEMBLY.11 @16" Roof Truss12"@16" Roof Truss12"@16" Roof Truss12"@16" Flr Truss16"@16" Flr Truss16"@16" Flr Truss16"@2x616"@16" Flr Truss16"@16" Flr Truss16"@16" Flr Truss16"16" LSL 1.3E 1750 FB RIM BOARD16" LSL 1.3E 1750 FB RIM BOARD16" LSL 1.3E 1750 FB RIM BOARD16" LSL 1.3E 1750 FB RIM BOARD@16" Flr Truss16"@16" Flr Truss16"@16" Flr Truss16"@16" Flr Truss16"@16" Flr Truss16"@2x616"@16" Flr Truss16"@2x616"@16" Flr Truss16"@16" Flr Truss16"@16" Flr Truss16"@16" Flr Truss16"5-W7D5-W10B5-W7D5-W7E5-B15-B25-H1D5-H1D5-B35-B45-B55-H15-H25-H35-H25-H25-H25-H25-H25-H25-H25-H25-H25-H25-H25-H25-H25-H25-H2B5-H25-H25-H25-H25-B155-H35-H35-B16@2x616"AABDEFGHJKK14358791011ROOF FRAMING@2x612"@2x616"16" LSL 1.3E 1750 FB RIM BOARD16" LSL 1.3E 1750 FB RIM BOARD16" LSL 1.3E 1750 FB RIM BOARD16" LSL 1.3E 1750 FB RIM BOARD216" LSL 1.3E 1750 FB RIM BOARD16" LSL 1.3E 1750 FB RIM BOARD16" LSL 1.3E 1750 FB RIM BOARD16" LSL 1.3E 1750 FB RIM BOARD16" LSL 1.3E 1750 FB RIM BOARD5-H2@16" Flr Truss16"5-W7D5-W7D5-W7C5-W7C5-W75-W75-W75-W105-W7D5-W7D5-W7C5-W7C5-W75-W75-W7B5-W7E5-W1D5-W15-W15-W1B5-W1G5-W25-W7B5-W7B5-W7B5-W7B5-W7B5-W7B5-W7B5-W7B5-W7B5-W7B5-W10B5-W1B5-W10B5-W1B5-W1B5-W1F5-W1F5-W105-W105-W1F5-W1F5-W1B5-W85-W7B5-H1A5-H2A5-H65-B145-H6A5-B175-H6C5-B135-H1C5-H1B@2x616"6@16" Flr Truss16"@16" Flr Truss16"5-B10A5-B10B5-B95-B505-B515-B525-B535-B545-B555-H6B5-H6B5-B10C(2) PT #1 2x10(2) PT #1 2x1016" Flr Truss16" Flr Truss@16" Flr Truss16"@16" Flr Truss16"5-W10(2) PT #1 2x10(2) PT #1 2x10@16" Flr Truss16"@16" Flr Truss16"16" Flr Truss16" Flr Truss5-B61(2) PT #1 2x10(2) PT #1 2x10@16" Flr Truss1' - 4"5-B62(2) PT #1 2x10(2) PT #1 2x10@16" Flr Truss1' - 4"(2) PT #1 2x10(2) PT #1 2x1016" Flr Truss16" Flr Truss2x10 @ 1'-4" TYP.2x10 @ 1'-4" TYP.(2) PT #1 2x105-B64(2) PT #1 2x105-B64A@16" Flr Truss16"@16" Flr Truss1' - 4"5-W1B5-H35-H4@2x616"5-H5@2x616"5-B105-B7(1) PT 2x8 LEDGER(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@16" Flr Truss16"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.@16" Flr Truss16"@16" Flr Truss16"6S205TYPDOUBLE 2X6 @ 16"CC5-B575-B58(1) PT 2x8 LEDGER1S207@16" Flr Truss16"5-B65@16" Flr Truss16"(2) PT #1 2x10(2) PT #1 2x105-W10B16" Flr Truss @ 16"5-W7B5-W7B@16" Flr Truss16"@16" Flr Truss16"5-W1B5-W1B(2) BAYS OF 2x6 BLOCKING, 32" O.C., TOP AND BOTTOM CHORDS, TYPICAL AT JOIST END BAYSS20515SimSEE DETAIL FOR TYPICAL BALCONY PERPENDICULAR TO FRAMING5-W1016" Flr Truss16" Flr TrussS20514SimSEE DETAIL FOR TYPICAL BALCONY PARALLEL TO FRAMING(2) PT #1 2x10(2) PT #1 2x105-H8(1) BAY OF 2X6 BLOCKING, 24" O.C., TOP AND BOTTOM CHORDS, EACH SIDE OF GRIDLINE 1BJ2, P4J2, P1J3, P1P 3P1P2P4,BK-1,BP-1P4,BK-1,BP-1P4,BK-1,BP-1J2, P1P2P2P2P28S2065-W11(4) TYPE "A" PLANTERS. 3 FT. X 3 FT. X 30" (179 PSF)AAAA(1) TYPE "B" PLANTER.5 FT. X 5 FT. X 42"(230 PSF)BA(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)CCCCC1LOAD BEARING WALL BELOW - SEE ARCH. DWGS. FOR WALL TYPESHEAR WALL BELOW - SEE ARCH. DWGS. FOR WALL TYPEPOST BELOW - SEE BEAM AND HEADER SCHEDULESBEAM HANGER - SEE BEAM AND HEADER SCHEDULESBRACKET / PLATE SCHEDULE NOTES:1. BK DESIGNATES BRACKET AT TOP OF POST2. 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 APPROVALERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION 3/32" = 1'-0"5555TTTTHHHH FFFFLLLLOOOOOOOORRRR FFFFRRRRAAAAMMMMIIIINNNNGGGGPLANPLANPLANPLANSSSS111100005555Taitem110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET 3/32" = 1'-0"15TH FLOOR FRAMING PLANFIFTH FLOOR - EXTERIOR WALL HEADER SCHEDULETYPEMARKNOMINALOPENINGDESCRIPTION TYPEFLUSH /DROPPEDBEARING(EA. END)COMMENTS5-W1 9-0 EXTERIOR WINDOW/ DOOR HEADER RIM SERVES AS HEADER FLUSH P2 FRAMING PERPENDICULAR. SEE NOTE 25-W1B 9-0 EXTERIOR WINDOW/ DOOR HEADER RIM SERVES AS HEADER FLUSH P2 FRAMING PARALLEL. SEE NOTE 25-W1D 9-0 EXTERIOR WINDOW/ DOOR HEADER RIM SERVES AS HEADER FLUSH P2 FRAMING PERPENDICULAR. SEE NOTE 25-W1F 9-0 EXTERIOR WINDOW/ DOOR HEADER SISTER RIM W/ (1) 1 3/4 X 16 LVL FLUSH P2 FRAMING PERPENDICULAR5-W1G 9-0 EXTERIOR WINDOW/ DOOR HEADER SISTER RIM W/ (1) 1 3/4 X 16 LVL FLUSH P2 FRAMING PERPENDICULAR. SEE NOTE 25-W2 6-0 EXTERIOR WINDOW/ DOOR HEADER RIM SERVES AS HEADER FLUSH P2 FRAMING PERPENDICULAR5-W7 8-8 EXTERIOR WINDOW/ DOOR HEADER SISTER RIM W/ (1) 1 3/4 X 16 LVL FLUSH P2 FRAMING PERPENDICULAR5-W7B 8-8 EXTERIOR WINDOW/ DOOR HEADER RIM SERVES AS HEADER FLUSH P1 FRAMING PARALLEL5-W7C 8-8 EXTERIOR WINDOW/ DOOR HEADER SISTER RIM W/ (1) 1 3/4 X 16 LVL FLUSH P2 FRAMING PERPENDICULAR5-W7D 8-8 EXTERIOR WINDOW/ DOOR HEADER SISTER RIM W/ (1) 1 3/4 X 16 LVL FLUSH P2 FRAMING PERPENDICULAR5-W7E 8-8 EXTERIOR WINDOW/ DOOR HEADER RIM SERVES AS HEADER FLUSH P1 FRAMING PARALLEL5-W8 7-8 EXTERIOR WINDOW/ DOOR HEADER RIM SERVES AS HEADER FLUSH P2 FRAMING PERPENDICULAR5-W10 9-0 EXTERIOR WINDOW/ DOOR HEADER (3) 1 3/4 x 7 1/4" LVL DROPPED J3 FRAMING PERPENDICULAR - W/ CANTILEVERED BALCONY. SEE NOTE 25-W10B 9-0 EXTERIOR WINDOW/ DOOR HEADER (2) 1 3/4 x 7 1/4" LVL DROPPED J2 FRAMING PARALLEL - W/ CANTILEVERED BALCONY. SEE NOTE 25-W11 8-8 EXTERIOR WINDOW/ DOOR HEADER (3) 2X8 DROPPED J1 FRAMING PARALLEL - CANOPY BELOWFIFTH FLOOR - INTERIOR BEARING WALL HEADER SCHEDULETYPEMARKNOMINALOPENINGDESCRIPTION TYPEFLUSH /DROPPEDBEARING(EA. END,U.N.O.)5-H3 5-4 CORRIDOR HEADER (3) 2x6 FLUSH P25-H4 5-4 CORRIDOR HEADER (3) 2x6 FLUSH P25-H5 6-0 CORRIDOR HEADER (2) 1 3/4 X 5 1/2 LVL FLUSH HG-7 EA.END5-H6 3-4 DOOR HEADER (2) 2X8 DROPPED J25-H6A 3-4 DOOR HEADER (2) 2X8 DROPPED J25-H6B 3-4 DOOR HEADER (3) 2X8 DROPPED SEE PLAN,SEE NOTE 15-H6C 3-4 DOOR HEADER (3) 2X8 DROPPED J25-H8 3-4 DOOR HEADER (2) 2X8 DROPPED J2FIFTH FLOOR - INTERIOR BEARING WALL HEADER SCHEDULETYPEMARKNOMINALOPENINGDESCRIPTION TYPEFLUSH /DROPPEDBEARING(EA. END,U.N.O.)5-H1 3-4 DOOR HEADER RIM SERVES AS HEADER FLUSH P25-H1A 3-4 DOOR HEADER RIM SERVES AS HEADER FLUSH P25-H1B 3-4 DOOR HEADER RIM SERVES AS HEADER FLUSH P25-H1C 3-4 DOOR HEADER RIM SERVES AS HEADER FLUSH P25-H1D 3-4 DOOR HEADER RIM SERVES AS HEADER FLUSH P25-H2 3-4 DOOR HEADER RIM SERVES AS HEADER FLUSH P25-H2A 3-4 DOOR HEADER RIM SERVES AS HEADER FLUSH P15-H2B 3-4 DOOR HEADER RIM SERVES AS HEADER FLUSH P2 *WOOD POST SCHEDULETYPE MARK TYPEP1 (1) 2x6P2 (2) 2x6P3 (3) 2x6P3LVL (3) 2x6 LVLP4 (4) 2x6P5 (5) 2x6P6 (6) 2x6POST SCHEDULE NOTES1. ALL POSTS ARE KING STUDS, UNLESS OTHERWISENOTED2. FULLY BLOCK FLOOR CAVITY AT POSTS WITH SAMENUMBER OF STUDS3. LVL STUDS: 1.7E 2650 FBGENERAL FRAMING PLAN NOTES1. TRUSSES SHALL BE JOIST HANGERED TO RIM BOARD WHERE RIM SERVES AS THE HEADER.2. ALL LVL FRAMING TO BE 2.0E 3100FB3. 16" LADDER TRUSS OCCURS AT TOP OF ALL INTERIOR SHEAR WALLS. LADDER TRUSS MUST BE INSTALLED ON CORRECT SIDE OF SHEAR WALL FORALIGNMENT OF DRAG STRUT AND TRUSS (WHERE APPLICABLE), AND TO AVOID CONFLICT WITH WINDOWS. INSTALL ON THE SIDE THAT HAS THELABEL "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 TOFACILITATE 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 FASTENINGSCHEDULE 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/S2059. 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. ALLEXTERIOR PERIMETER WALLS. SEE DETAIL 10/ S20511. AT SHEAR AND/ OR BEARING WALL TOP PLATES AND /OR BOTTOM PLATES THAT ARE NOTCHED OR DRILLED DUE TO PLUMBING, PROVIDE STRAPSACROSS THE PLATES USING SIMPSON LSTA18.WALL FRAMING SCHEDULEFLOOR FRAMINGALL EXTERIOR WOOD FRAMED WALLS / SHEAR WALLS5: 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT4: 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT3: 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT2: (2) 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHTINTERIOR LOAD-BEARING WOOD FRAMED WALLS / SHEAR WALLS5: 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT4: 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT3: (2) 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT2: (2) 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHTINTERIOR NON LOAD-BEARING SHEAR WALLS2-5 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHTFIFTH FLOOR - BEAM SCHEDULEMARK TYPEFLUSH /DROPPEDBEARINGADD'L INFO.5-B17 (2) 2x8DROPPED J25-B50 (3)1 3/4x9 1/2 2.0E LVL DROPPED SEE PLAN SEE NOTE 1, 3, 65-B51 (3)1 3/4x9 1/2 2.0E LVL DROPPED SEE PLAN SEE NOTE 1, 3, 65-B52 (3)1 3/4x9 1/2 2.0E LVL DROPPED SEE PLAN SEE NOTE 1, 3, 65-B53 (3)1 3/4x9 1/2 2.0E LVL DROPPED SEE PLAN SEE NOTE 1, 3, 65-B54 16" TRUSS GIRDER FLUSH WEST HG-4,SEE PLANSEE NOTE 15-B55 16" TRUSS GIRDER FLUSH SEE PLAN SEE NOTE 15-B57 16" LSL 1.3E 1750 FB RIM BOARD FLUSH P25-B58 (2) 2x6DROPPED J15-B61 16" TRUSS GIRDER OR (1) 1 3/4X16 LVL FLUSH P2 SEE NOTE 45-B62 16" TRUSS GIRDER OR (1) 1 3/4X16 LVL FLUSH P2 SEE NOTE 45-B64 16" TRUSS GIRDER FLUSH HG-9, EA. END5-B64A 16" LSL 1.3E 1750 FB RIM BOARD FLUSH P25-B65 16" TRUSS GIRDER OR (1) 1 3/4X16 LVL FLUSH P2 SEE NOTE 4FIFTH FLOOR - BEAM SCHEDULEMARK TYPEFLUSH /DROPPEDBEARINGADD'L INFO.5-B1 16" TRUSS GIRDER FLUSH P25-B2 (1) 1 3/4 X 16 LVL SISTERED TO RIM FLUSH P2, HG-55-B3 16" TRUSS GIRDER OR (3) 1 3/4X16 LVL FLUSH P-3LVL5-B4 (3) 2x6 FLUSH P-3LVL5-B5 16" TRUSS GIRDER OR (3) 1 3/4X16 LVL FLUSH P-3LVL5-B7 (4)1 3/4x5 1/2 LVL FLUSH P2, HG-85-B9 (2)1 3/4x16 LVL FLUSH SEE PLAN SEE NOTE 25-B10 (3) 2x8DROPPED SOUTH J2,NORTH HG-3SEE NOTE 25-B10A 16" LSL 1.3E 1750 FB RIM BOARD FLUSH SEE PLAN SEE NOTES 1,25-B10B 16" LSL 1.3E 1750 FB RIM BOARD FLUSH SEE PLAN SEE NOTES 1,25-B10C (3) 2x10DROPPED J2 SEE NOTE 25-B13 (3) 2x12DROPPED J25-B14 (2)1 3/4x7 1/4 LVL DROPPED J25-B15 16" LSL 1.3E 1750 FB RIM BOARD FLUSH P25-B16 (3)1 3/4x5 1/2 LVL FLUSH P2, HG-8UPPER FLOORS FRAMING PLAN LEGENDJACK SCHEDULETYPE MARK TYPEJ1 (1) 2X6J2 (2) 2X6J3 (3) 2X6J4 (4) 2X6J5 (5) 2X6J6 (6) 2X6JACK SCHEDULE NOTES1. ADD KING STUD AT ALL JACK STUD LOCATIONS2. FULLY BLOCK FLOOR CAVITY AT JACKS WITH SAMENUMBER OF STUDSBEAM HANGER SCHEDULETYPE MARKMIN. CAPACITYREQ'DMANUFACTURER/MODEL *520 LBSHG-1 1200 LBSHG-1R 1200 LBSHG-2 1000 LBSHG-3 2300 LBSHG-4 520 LBSHG-5 4400 LBSHG-6 5800 LBSHG-7 1600 LBSHG-8 1900 LBSHG-9 1720 LBSHG-10 2400 LBS* SUBMIT FOR REVIEW AND APPROVALHEADER AND BEAM SCHEDULE NOTES1. SHARES POST WITH ADJACENT BEAM - SIZE OF SHARED POST TAKES INTO ACCOUNT LOAD FROM BOTH BEAMS AND IS THE TOTAL REQ'D FOR BOTH2. 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 ONTHE 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 SCHEDULE4. SEE PLAN FOR APPROPRIATE BALCONY DETAIL REFERENCE. SEE REFERENCED DETAIL FOR HANGER / BRACKET WHERE REQUIRED5. 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 POSTBRACKET / PLATE SCHEDULEBK-1 BRACKET SIMILAR TO SIMPSON CC66BK-1B CUSTOM BRACKET SIMILAR TO SIMPSON CC66,13" LONGBK-2 BRACKET SIMILAR TO SIMPSON CCQBK-2B CUSTOM BRACKET SIM. TO SIMPSON CCQ, 16"LONGBK-2C CUSTOM BRACKET SIM. TO SIMPSON CCQ, 14"LONGBK-3 BRACKET SIMILAR TO SIMPSON ECCQBK-4 CUSTOM BRACKET SIM. TO SIMPSON CCQ, WITHECCQ WELDED TO CREATE "T" SHAPEBP-1 STEEL PLATE 5 1/2" X 10" X 1/2"BP-2 STEEL PLATE 5 1/2' X 14" X 5/8"BP-3 STEEL PLATE 5 1/2" X 11" X 1/2"BP-4 STEEL PLATE 5 1/2" X 12" X 1/2"BP-5 STEEL PLATE 5 1/2" X 12" X 3/4" BEAR ON CONC.BP-6 STEEL PLATE 5 1/2" X 12" X 5/8" BEAR ON CONC.BP-7 STEEL PLATE 12" X 12" X 3/8" BEAR ON CONC.BP-8 STEEL PLATE 5 1/2" X 14" X 1"NORTH ROOF PLANTER STRUCTURAL NOTES1. 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 INADDITION TO THE STANDARD LOADS BASED ON ASSEMBLY. REFER TOARCHITECTURAL SECTIONS FOR VERIFICATION.3. SOME FRAMING COMPONENTS SUPPORTING THE NORTH GREENROOF TERRACE MAY REQUIRE REDESIGN DURING TRUSS SHOPDRAWING REVIEW PROCESS.4. TRUSS FABRICATOR SHALL REFER TO ARCHITECTURALGREEN ROOF SECTIONS TO VERIFY LOADS BASED ON PROPOSEDASSEMBLY.11 AABDEFGHJKK143587910112@16" Roof Truss16"@16" Roof Truss16"@16" Flr Truss16"@16" Roof Truss16"@2x624"@16" Roof Truss16"@16" Roof Truss16"@16" Roof Truss16"@16" Roof Truss16"@16" Roof Truss16"@16" Roof Truss16"@16" Roof Truss16"@16" Roof Truss16"@16" Roof Truss16"@16" Roof Truss16"@16" Roof Truss16"@2x624"@16" Roof Truss16"@16" Roof Truss16"@2x624"@16" Roof Truss16"@16" Roof Truss16"@16" Roof Truss16"@16" Roof Truss16"@16" Roof Truss16"@16" Roof Truss16"@2x616"@2x624"@2x624"@2x816"S1062@2x816"R-W7R-W1CR-W1DR-W1BR-W1GR-W2R-W7BR-W1BR-W1BR-W1BR-W1BR-W1BR-W1FR-W1FR-W1FR-W1FR-W1FR-W1FR-W8R-W1BR-W1BR-W1BR-W7BR-H1AR-H3R-H3R-H2R-H2R-H2R-H2R-H2R-H2R-H2R-H2R-H2R-H2R-H2R-H2R-H2R-H2R-H2BR-H2AR-H2R-H2R-H2R-H2R-H1CR-H1BR-H5R-H4R-H3R-H3R-H6BR-H6BR-H6CR-H6R-H6AR-W4BR-B7R-B9R-B10R-B13R-B17R-B1616" LSL 1.3E 1750 FB RIM BOARD16" LSL 1.3E 1750 FB RIM BOARD16" LSL 1.3E 1750 FB RIM BOARD16" LSL 1.3E 1750 FB RIM BOARD16" LSL 1.3E 1750 FB RIM BOARD16" LSL 1.3E 1750 FB RIM BOARD16" LSL 1.3E 1750 FB RIM BOARD16" LSL 1.3E 1750 FB RIM BOARD16" LSL 1.3E 1750 FB RIM BOARD16" LSL 1.3E 1750 FB RIM BOARD16" LSL 1.3E 1750 FB RIM BOARD16" LSL 1.3E 1750 FB RIM BOARDR-H2(1) PT 2x8 LEDGER(1) PT 2x8 LEDGER@16" Roof Truss16"@16" Roof Truss16"@2x624"(1)1 3/4x16 LEDGER(1)1 3/4x16 LEDGERPT 2X8 LEDGER AT CMU FASTENING (TYP. U.N.O.):(1) ROW 1/2" BOLTS, STAGGERED, 18" O.C.(1) PT 2x8 LEDGERR-W7R-W7R-W11R-W7R-W7R-W7R-W7BR-W7BR-W7BR-W7BR-W7BR-W7BR-W7BR-W7BR-W7BR-W7BR-W7BR-W7BR-W7BR-W7BR-W1R-W1R-W16@16" Roof Truss16"@16" Roof Truss16"R-B54R-B55@16" Flr Truss16"R-B50R-B51R-B52R-B53R-B10AR-B10BR-B10CR-W1BR-B15@2x624"R-B14(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 BAYSR-B56R-B56AT VERTICAL CHASES, PROVIDE FLR TRUSS FRAMED OPENING W/ HEADER, TYP.@16" Roof Truss16"CONSTRUCT PLATFORMS AS FOLLOWS:5/8" P.T. PLYWOOD SHEATHING BOTTOMP.T. 2X6 FRAMING @ 16" O.C.5/8" P.T. PLYWOOD SHEATHING TOPP.T. 2X6 BLOCKING AT 5'-0" O.C. AT LARGE PLATFORM, 16" O.C. AT SMALL PLATFORM. @2x616"2X6 @ 16"LINE OF MECHANICAL PENTHOUSE ABOVECCR-B57R-B58R-H1ER-H1E@16" Flr Truss16"R-H8J1, P3J1, P1J2, P1P 2P1P2P4P4P4J2, P1P2P2P2P2NOTE: 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" LEDGER16' - 0"16' - 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.11LOAD BEARING WALL BELOW - SEE ARCH. DWGS. FOR WALL TYPESHEAR WALL BELOW - SEE ARCH. DWGS. FOR WALL TYPEPOST BELOW - SEE BEAM AND HEADER SCHEDULESBEAM HANGER - SEE BEAM AND HEADER SCHEDULES@2x816"@2x816"LEDGER FASTENING:(1) ROW 1/2" BOLTS, STAGGERED, 18" O.C.W 8X15 HOIST BEAM@2x1212"@2x816"2x8 RIM2x8 RIM2x8 RIMPR-H72x8 RIMPR-H72x8 RIM2x12 RIM2x12 RIM2x8 RIM2x12 RIMHEAT PUMPEXHAUST FANERVLEGENDERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTIONAs indicatedRRRROOOOOOOOFFFF FFFFRRRRAAAAMMMMIIIINNNNGGGG PPPPLLLLAAAANNNNSSSS111100006666Taitem110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET 3/32" = 1'-0"1ROOF FRAMING PLANWOOD POST SCHEDULETYPE MARK TYPEP1 (1) 2x6P2 (2) 2x6P3 (3) 2x6P3LVL (3) 2x6 LVLP4 (4) 2x6P5 (5) 2x6P6 (6) 2x6POST SCHEDULE NOTES1. ALL POSTS ARE KING STUDS, UNLESS OTHERWISENOTED2. FULLY BLOCK FLOOR CAVITY AT POSTS WITH SAMENUMBER OF STUDS3. LVL STUDS: 1.7E 2650 FBGENERAL FRAMING PLAN NOTES1. TRUSSES SHALL BE JOIST HANGERED TO RIM BOARD WHERE RIM SERVES AS THE HEADER.2. ALL LVL FRAMING TO BE 2.0E 3100FB3. 16" LADDER TRUSS OCCURS AT TOP OF ALL INTERIOR SHEAR WALLS. LADDER TRUSS MUST BE INSTALLED ON CORRECT SIDE OF SHEAR WALL FORALIGNMENT OF DRAG STRUT AND TRUSS (WHERE APPLICABLE), AND TO AVOID CONFLICT WITH WINDOWS. INSTALL ON THE SIDE THAT HAS THELABEL "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 TOFACILITATE 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 FASTENINGSCHEDULE 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/S2059. 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. ALLEXTERIOR PERIMETER WALLS. SEE DETAIL 10/ S20511. AT SHEAR AND/ OR BEARING WALL TOP PLATES AND /OR BOTTOM PLATES THAT ARE NOTCHED OR DRILLED DUE TO PLUMBING, PROVIDE STRAPSACROSS THE PLATES USING SIMPSON LSTA18.WALL FRAMING SCHEDULEFLOOR FRAMINGALL EXTERIOR WOOD FRAMED WALLS / SHEAR WALLS5: 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT4: 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT3: 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT2: (2) 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHTINTERIOR LOAD-BEARING WOOD FRAMED WALLS / SHEAR WALLS5: 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT4: 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT3: (2) 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT2: (2) 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHTINTERIOR NON LOAD-BEARING SHEAR WALLS2-5 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHTJACK SCHEDULETYPE MARK TYPEJ1 (1) 2X6J2 (2) 2X6J3 (3) 2X6J4 (4) 2X6J5 (5) 2X6J6 (6) 2X6JACK SCHEDULE NOTES1. ADD KING STUD AT ALL JACK STUD LOCATIONS2. FULLY BLOCK FLOOR CAVITY AT JACKS WITH SAMENUMBER OF STUDSUPPER FLOORS FRAMING PLAN LEGENDROOF - EXTERIOR WALL HEADER SCHEDULETYPEMARKNOMINALOPENINGDESCRIPTION TYPE FLUSH /DROPPEDBEARING (EA.END)COMMENTSR-W1 9-0 EXTERIOR WINDOW/ DOOR HEADER RIM SERVES AS HEADER FLUSH P2 FRAMING PERPENDICULARR-W1B 9-0 EXTERIOR WINDOW/ DOOR HEADER RIM SERVES AS HEADER FLUSH P1 FRAMING PARALLELR-W1C 8-0 EXTERIOR WINDOW/ DOOR HEADER RIM SERVES AS HEADER FLUSH P1 FRAMING PARALLEL. SEE NOTE 2R-W1D 9-0 EXTERIOR WINDOW/ DOOR HEADER RIM SERVES AS HEADER FLUSH P2 FRAMING PERPENDICULARR-W1F 9-0 EXTERIOR WINDOW/ DOOR HEADER SISTER RIM W/ (1) 1 3/4 X 16 LVL FLUSH P2 FRAMING PERPENDICULARR-W1G 9-0 EXTERIOR WINDOW/ DOOR HEADER SISTER RIM W/ (1) 1 3/4 X 16 LVL FLUSH P2 FRAMING PERPENDICULARR-W2 6-0 EXTERIOR WINDOW/ DOOR HEADER RIM SERVES AS HEADER FLUSH P2 FRAMING PERPENDICULARR-W4B 3-0 EXTERIOR WINDOW/ DOOR HEADER RIM SERVES AS HEADER FLUSH P1 FRAMING PARALLEL. SEE NOTE 2R-W7 8-8 EXTERIOR WINDOW/ DOOR HEADER SISTER RIM W/ (1) 1 3/4 X 16 LVL FLUSH P2 FRAMING PERPENDICULARR-W7B 8-8 EXTERIOR WINDOW/ DOOR HEADER RIM SERVES AS HEADER FLUSH P1 FRAMING PARALLELR-W8 7-8 EXTERIOR WINDOW/ DOOR HEADER RIM SERVES AS HEADER FLUSH P2 FRAMING PERPENDICULARR-W11 9-0 EXTERIOR WINDOW/ DOOR HEADER SISTER RIM W/ (1) 1 3/4 X 16 LVL FLUSH P2 FRAMING PERPENDICULARROOF - INTERIOR BEARING WALL HEADER SCHEDULETYPEMARKNOMINALOPENINGDESCRIPTION TYPEFLUSH /DROPPEDBEARING (EA. END, U.N.O.)R-H1A 3-4 DOOR HEADER RIM SERVES AS HEADER FLUSH P2R-H1B 3-4 DOOR HEADER RIM SERVES AS HEADER FLUSH P2R-H1C 3-4 DOOR HEADER RIM SERVES AS HEADER FLUSH P2R-H1E 3-4 DOOR HEADER RIM SERVES AS HEADER FLUSH P1, SEE NOTE 2R-H2 3-4 DOOR HEADER RIM SERVES AS HEADER FLUSH P1R-H2A 3-4 DOOR HEADER RIM SERVES AS HEADER FLUSH P1R-H2B 3-4 DOOR HEADER RIM SERVES AS HEADER FLUSH P2R-H3 5-0 CORRIDOR HEADER (2) 2x6 FLUSH P2R-H4 5-0 CORRIDOR HEADER (2) 2x6 FLUSH P2R-H5 6-0 CORRIDOR HEADER (3) 2x6 FLUSH AT NORTH, HG-2 HUNG ON LEDGER, AT SOUTH , HG-2 HUNG ON R-H2AR-H6 3-4 DOOR HEADER (2) 2X8DROPPED J1R-H6A 3-4 DOOR HEADER (2) 2X8DROPPED J1R-H6B 3-4 DOOR HEADER (3) 2X8DROPPED SEE PLAN. SHARES POST - SEE NOTE 1R-H6C 3-4 DOOR HEADER (3) 2X8DROPPED J1R-H8 3-4 DOOR HEADER (2) 2X8DROPPED J1ROOF - BEAM SCHEDULEMARK TYPEFLUSH /DROPPEDBEARING (EA. END,U.N.O.)ADDITIONALINFORMATIONR-B16 (3) 2x6 FLUSH P1, HG-1R-B17 (2) 2x8 DROPPED J1R-B50 (3)1 3/4x9 1/2 2.0E LVL DROPPED SEE PLAN SEE NOTES 1, 6R-B51 (3)1 3/4x9 1/2 2.0E LVL DROPPED SEE PLAN SEE NOTES 1, 6R-B52 (3)1 3/4x9 1/2 2.0E LVL DROPPED SEE PLAN SEE NOTES 1, 6R-B53 (3)1 3/4x9 1/2 2.0E LVL DROPPED SEE PLAN SEE NOTES 1, 6R-B54 16" TRUSS GIRDER FLUSH WEST HG-4, SEE PLAN SEE NOTE 1R-B55 16" TRUSS GIRDER FLUSH SEE PLAN SEE NOTE 1R-B56 16" TRUSS GIRDER OR(2) 1 3/4X16 LVL FLUSH HG-6, P4, P4, P3 (WEST TOEAST)R-B57 16" LSL 1.3E 1750 FBRIM BOARD FLUSH P2R-B58 (2) 2x6 DROPPED J1ROOF - BEAM SCHEDULEMARK TYPEFLUSH /DROPPEDBEARING (EA. END,U.N.O.)ADDITIONALINFORMATIONR-B7 (4) 2x6 FLUSH P2, HG-1RR-B9 (2)1 3/4x16 LVL FLUSH SEE PLANR-B10 (3) 2x8 DROPPED SOUTH J1, NORTH HG-3R-B10A 16" LSL 1.3E 1750 FBRIM BOARD FLUSH SEE PLAN SEE NOTE 1R-B10B 16" LSL 1.3E 1750 FBRIM BOARD FLUSH SEE PLAN SEE NOTE 1R-B10C (3) 2x8 DROPPED WEST J1, EAST J1R-B13 (3) 2x12 DROPPED J2R-B14 (2)1 3/4x7 1/4 LVL DROPPED J1R-B15 16" LSL 1.3E 1750 FBRIM BOARD FLUSH P1BEAM HANGER SCHEDULETYPE MARKMIN. CAPACITYREQ'DMANUFACTURER/MODEL *520 LBSHG-1 1200 LBSHG-1R 1200 LBSHG-2 1000 LBSHG-3 2300 LBSHG-4 520 LBSHG-5 4400 LBSHG-6 5800 LBSHG-7 1600 LBSHG-8 1900 LBSHG-9 1720 LBSHG-10 2400 LBS* SUBMIT FOR REVIEW AND APPROVAL 3/32" = 1'-0"2STAIR / ELEVATOR CORE ROOF FRAMING PLANPR-H7 3-4 DOOR HEADER 2X8 SISTERED TO 2X8 RIM FLUSH CMU WALLHEADER AND BEAM SCHEDULE NOTES1. SHARES POST WITH ADJACENT BEAM - SIZE OF SHARED POST TAKES INTO ACCOUNT LOAD FROM BOTH BEAMS AND IS THE TOTAL REQ'D FOR BOTH2. 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 ONTHE 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 SCHEDULE4. SEE PLAN FOR APPROPRIATE BALCONY DETAIL REFERENCE. SEE REFERENCED DETAIL FOR HANGER / BRACKET WHERE REQUIRED5. 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 POSTNO SCALE3ROOF MECHANICAL UNIT KEY PLANROOFTOP MECHANICAL EQUIPMENT STRUCTURAL NOTES1. SEE ROOF MECHANICAL UNIT KEY PLAN BELOW. FOR LARGER PLAN OFROOF MECHANICAL EQUIPMENT LOCATION, REFER TO DRAWING M1062. TRUSS MANUFACTURER SHALL ADD MECHANICAL EQUIPMENT LOADS TOROOF TRUSSES BASED ON EQUIPMENT DIMENSIONS AND WEIGHTSLOCATED ON SCHEULES ON DRAWING M001. SOME FRAMING MEMBERSMAY NEED TO BE REDESIGNED DURING SHOP DRAWING REVIEW.3. ADD BLOCKING AND FRAMING AS REQ'D FOR MECHANICAL EQUIPMENTSUPPORT BETWEEN TRUSSES.4. WEIGHTS OF ERVs AND EXHAUST FANS SHALL BE DISTRIBUTED ON THETRUSS BASED ON UNIT CURB SIZE AND PERIMETER.11 SW2SW3SW4SW5SW6SW8SW10SW12SW1SW14SW14SW15SW15SW16SW18SW7SW9.1SW11SW13SWASWASWCSWD.2SWE.2SWHSWJSWMSWOSWRDS-2DS-3DS-LSWK.2SWLSWQSW3ASWBSWFSWGSWE.1SWD.1SWNSWK.1SW9.2SW17DS-4DS-8DS-10DS-15DS-K.2DS-GDS-E.2DS-D.2DS-CDS-HSWP(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) 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(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-DOWNDS-PPORTAL FRAME 1AHOLD DOWNS - SEE SECTIONHOLD DOWNS - SEE SECTIONHOLD DOWNS - SEE SECTIONHOLD DOWNS - SEE SECTION1S2077S207TYP7S207TYPDS-HBDS-5DS-6DS-12DS-14DS-14BDS-OS20714SIMS20714SIMS20714SIMS20714SIMS20714SIMS20714SIMS20714SIMS20714SIMS20714SIMS20714SIMS20714SIMSW6.1SHEAR WALL LINESHEAR WALL LINE SEGMENTONE OR MORE HOLD-DOWNS - SEE DETAILDRAG STRUT OR AGGRESSIVE FASTENING - SEE DRAG STRUT / PLYWOOD FASTENING SCHEDULEHOLD-DOWNDS - 1A.1SW1ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTIONAs indicatedSSSSHHHHEEEEAAAARRRR WWWWAAAALLLLLLLL KKKKEEEEYYYY PPPPLLLLAAAANNNNAAAASSSS111100007777Taitem110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET 1/16" = 1'-0"1SHEAR WALL KEY PLAN A (2ND AND 3RD FLRS)SHEAR WALL KEY PLAN LEGENDSHEAR WALL SCHEDULE A (SECOND AND THIRD FLOORS)SHEARWALLLINESHEATHING AND FASTENERSFASTENINGPATTERNWALL STUDS SIZE AND SPACINGHOLD DOWNCOMPRESSIONSTUDSSHEARTRANSFERCLIPSFLOOR 2SW1 7/16" SHEATHING, BOTH SIDES, FASTENER TYPE "A" 6-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU14-SDS 2.5 WITH 1" ROD (5) 2X6, MIN. (21) A35 CLIPSSW2 7/16" SHEATHING, BOTH SIDES, FASTENER TYPE "A" 4-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU14-SDS 2.5 WITH 1" ROD (6) 2X6, MIN. (22) A35 CLIPSSW3 7/16" SHEATHING, BOTH SIDES, FASTENER TYPE "A" 4-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU14-SDS 2.5 WITH 1" ROD (6) 2X6, MIN. (22) A35 CLIPSSW3A PORTAL FRAME - SEE 1/S207SIMPSON DTT2Z - SEE 1/S207 SEE FRAM. PLANS (21) A35 CLIPSSW4 7/16" SHEATHING, BOTH SIDES, FASTENER TYPE "A" 4-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU14-SDS 2.5 WITH 1" ROD (5) 2X6, MIN. (17) A35 CLIPSSW5 CMU WALLSW6 CMU WALLSW7 7/16" SHEATHING, BOTH SIDES, FASTENER TYPE "A" 6-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU14-SDS 2.5 WITH 1" ROD (5) 2X6, MIN. (21) A35 CLIPSSW8 7/16" 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 CLIPSSW9.1 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 4-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU11-SDS 2.5 WITH 1" ROD (4) 2X6, MIN. (24) A35 CLIPSSW9.2 7/16" SHEATHING, BOTH SIDES, FASTENER TYPE "A"6-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU14-SDS 2.5 WITH 1" ROD (5) 2X6, MIN. (21) A35 CLIPSSW10 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 4-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU11-SDS 2.5 WITH 1" ROD (4) 2X6, MIN. (27) A35 CLIPSSW11 7/16" SHEATHING, BOTH SIDES, FASTENER TYPE "A" 6-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU14-SDS 2.5 WITH 1" ROD (5) 2X6, MIN. (21) A35 CLIPSSW12 7/16" SHEATHING, BOTH SIDES, FASTENER TYPE "A" 6-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU14-SDS 2.5 WITH 1" ROD (5) 2X6, MIN. (21) A35 CLIPSSW13 7/16" SHEATHING, BOTH SIDES, FASTENER TYPE "A" 6-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU14-SDS 2.5 WITH 1" ROD (5) 2X6, MIN. (21) A35 CLIPSSW14 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 4-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU11-SDS 2.5 WITH 1" ROD (4) 2X6, MIN. (24) A35 CLIPSSW15 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 4-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU11-SDS 2.5 WITH 1" ROD (4) 2X6, MIN. (24) A35 CLIPSSW16 NOT USED THIS FLOORSW17 7/16" SHEATHING, BOTH SIDES, FASTENER TYPE "A" 6-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU14-SDS 2.5 WITH 1" ROD (5) 2X6, MIN. (21) A35 CLIPSSW18 7/16" SHEATHING, BOTH SIDES, FASTENER TYPE "A" 6-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU14-SDS 2.5 WITH 1" ROD (5) 2X6, MIN. (21) A35 CLIPSSWA 7/16" SHEATHING, BOTH SIDES, FASTENER TYPE "A" 6-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU14-SDS 2.5 WITH 1" ROD (5) 2X6, MIN. (21) A35 CLIPSSWB NOT USED THIS FLOORSWC 7/16" 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 CLIPSSWD.1 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 4-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU11-SDS 2.5 WITH 1" ROD (4) 2X6, MIN. (27) A35 CLIPSSWD.2 7/16" SHEATHING, BOTH SIDES, FASTENER TYPE "A"6-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU14-SDS 2.5 WITH 1" ROD (5) 2X6, MIN. (21) A35 CLIPSSWE.1 7/16" SHEATHING, BOTH SIDES, FASTENER TYPE "A"6-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU14-SDS 2.5 WITH 1" ROD (5) 2X6, MIN. (21) A35 CLIPSSWE.2 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 4-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU11-SDS 2.5 WITH 1" ROD (4) 2X6, MIN. (27) A35 CLIPSSWF 7/16" 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 CLIPSSWG 7/16" 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 CLIPSSWH 7/16" 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 CLIPSSWJ 7/16" SHEATHING, BOTH SIDES, FASTENER TYPE "A" 6-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU14-SDS 2.5 WITH 1" ROD (5) 2X6, MIN. (21) A35 CLIPSSWK.1 7/16" SHEATHING, BOTH SIDES, FASTENER TYPE "A"6-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU14-SDS 2.5 WITH 1" ROD (5) 2X6, MIN. (21) A35 CLIPSSWK.2 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 4-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU11-SDS 2.5 WITH 1" ROD (4) 2X6, MIN. (27) A35 CLIPSSWL 7/16" 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 CLIPSSWM 7/16" SHEATHING, BOTH SIDES, FASTENER TYPE "A" 6-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU14-SDS 2.5 WITH 1" ROD (5) 2X6, MIN. (21) A35 CLIPSSWN 7/16" SHEATHING, BOTH SIDES, FASTENER TYPE "A" 6-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU14-SDS 2.5 WITH 1" ROD (5) 2X6, MIN. (21) A35 CLIPSSWO 7/16" SHEATHING, BOTH SIDES, FASTENER TYPE "A" 6-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU14-SDS 2.5 WITH 1" ROD (5) 2X6, MIN. (21) A35 CLIPSSWP CMU WALLSWQ 7/16" 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 CLIPSSWR 7/16" SHEATHING, BOTH SIDES, FASTENER TYPE "A" 6-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU14-SDS 2.5 WITH 1" ROD (5) 2X6, MIN. (21) A35 CLIPSFLOOR 3SW1 7/16" 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 CLIPSSW2 7/16" SHEATHING, BOTH SIDES, FASTENER TYPE "A" 4-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU11-SDS 2.5 WITH 1" ROD (4) 2X6, MIN. (14) A35 CLIPSSW3 7/16" SHEATHING, BOTH SIDES, FASTENER TYPE "A" 4-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HDU11-SDS 2.5 WITH 1" ROD (4) 2X6, MIN. (14) A35 CLIPSSW3A PORTAL FRAME - SEE 1/S207SIMPSON DTT2Z - SEE 1/S207 SEE FRAM. PLANSSW4 7/16" SHEATHING, BOTH SIDES, FASTENER TYPE "A" 6-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205HDU8-SDS 2.5 WITH 7/8" ROD (4) 2X6, MIN. (12) A35 CLIPSSW5 CMU WALLSW6 CMU WALLSW7 7/16" 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 CLIPSSW8 5/8" 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 CLIPSSW9.1 5/8" 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 CLIPSSW9.2 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 4-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205HDU8-SDS 2.5 WITH 7/8" ROD (4) 2X6, MIN. (16) A35 CLIPSSW10 5/8" 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 CLIPSSW11 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 4-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205HDU8-SDS 2.5 WITH 7/8" ROD (4) 2X6, MIN. (16) A35 CLIPSSW12 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 4-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205HDU8-SDS 2.5 WITH 7/8" ROD (4) 2X6, MIN. (16) A35 CLIPSSW13 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 4-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205HDU8-SDS 2.5 WITH 7/8" ROD (4) 2X6, MIN. (16) A35 CLIPSSW14 5/8" 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 CLIPSSW15 5/8" 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 CLIPSSW16 NOT USED THIS FLOORSW17 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 4-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205HDU8-SDS 2.5 WITH 7/8" ROD (4) 2X6, MIN. (16) A35 CLIPSSW18 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 4-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205HDU8-SDS 2.5 WITH 7/8" ROD (4) 2X6, MIN. (16) A35 CLIPSSWA 7/16" 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 CLIPSSWB NOT USED THIS FLOORSWC 5/8" 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 CLIPSSWD.1 5/8" 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 CLIPSSWD.2 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 4-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205HDU8-SDS 2.5 WITH 7/8" ROD (4) 2X6, MIN. (16) A35 CLIPSSWE.1 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 4-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205HDU8-SDS 2.5 WITH 7/8" ROD (4) 2X6, MIN. (16) A35 CLIPSSWE.2 5/8" 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 CLIPSSWF 5/8" 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 CLIPSSWG 5/8" 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 CLIPSSWH 5/8" 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 CLIPSSWJ 7/16" 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 CLIPSSWK.1 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 4-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205HDU8-SDS 2.5 WITH 7/8" ROD (4) 2X6, MIN. (16) A35 CLIPSSWK.2 5/8" 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 CLIPSSWL 5/8" 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 CLIPSSWM 7/16" 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 CLIPSSWN 7/16" 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 CLIPSSWO 7/16" 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 CLIPSSWP CMU WALLSWQ 5/8" 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 CLIPSSWR 7/16" 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 CLIPSSHEAR WALL SCHEDULE NOTES1. 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 PATTERN2. 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 BEARINGINTERIOR SHEAR WALLS, SEE SHEAR WALL SCHEDULE FOR REQUIRED STUD SIZE, SPACING, TYPE AND BLOCKING3. 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 ONESIDE 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 FIELDPATTERN 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" RODDRAG STRUT SCHEDULEDrag Strut MarkDS-2DS-3DS-4DS-5DS-6DS-8DS-10DS-12DS-14DS-14BDS-15DS-CDS-D.2DS-E.2DS-GDS-HDS-HBDS-K.2DS-LDS-ODS-PDRAG STRUT SCHEDULE NOTES1. 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 STRAPPASSES PARALLEL TO JOIST OVER CORRIDOR, PROVIDE NAILING 6" O.C. WITH SAME TYPE NAILING ASENDS ON EA. 2X BELOW.3. WHERE SCHEDULED STRAP IS WIDER THAN FRAMING MEMBER BELOW, ADD 2X8 BLOCKING AS REQ'D TOACHIEVE 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 2XSTRONGBACK TO CREATE CONTINUITY OF DRAG STRUT.WALL SILL PLATE ANCHORAGE TO PLANK1. 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 FASTENERSTYPEDESCRIPTIONA 10D x 1-1/2" NAILSB 6D 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" HEAD111 SHEAR WALL LINESHEAR WALL LINE SEGMENTONE OR MORE HOLD-DOWNS - SEE DETAILDRAG STRUT OR AGGRESSIVE FASTENING - SEE DRAG STRUT / PLYWOOD FASTENING SCHEDULEHOLD-DOWNDS - 1A.1SW1SW4SW5SW6SW8SW10SW12SW14SW14SW15SW15SW16SW18SW7SW9.1SW11SW13SWCSWD.2SWE.2SWHSWJSWMSWOSWRSWK.2SWLSWQSW3ASWBSWFSWGSWE.1SWD.1SWNSWK.1SW9.2SW17DS-LDS-8DS-10DS-15DS-K.2DS-GDS-E.2DS-D.2DS-CDS-HSWP(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-DOWNDS-PPORTAL FRAME 1AHOLD DOWNS - SEE SECTIONHOLD DOWNS - SEE SECTIONHOLD DOWNS - SEE SECTIONHOLD DOWNS - SEE SECTION1S207(1) HOLD-DOWNDS-5DS-6S20714SIMS20714SIMS20714SIMS20714SIM(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWNDS-12(2) HOLD-DOWNS(2) HOLD-DOWNS(2) HOLD-DOWNS(2) HOLD-DOWNSDS-14S20714SIMS20714SIMDS-14BS20714SIM(1) HOLD-DOWN(1) HOLD-DOWN(2) HOLD-DOWNS(1) HOLD-DOWN(1) HOLD-DOWNDS-OS20714SIMS20714SIMSW6.1SW2SW3SW4SW5SW6SW8SW10SW12SW1SW14SW14SW15SW15SW16SW18SW7SW9.1SW11SW13SWASWASWCSWD.2SWE.2SWHSWJSWMSWOSWRSWK.2SWLSWQSW3ASWBSWFSWGSWE.1SWD.1SWNSWK.1SW9.2SW17DS-2DS-3DS-LDS-4DS-8DS-10DS-15DS-K.2DS-GDS-E.2DS-D.2DS-CDS-HSWP(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-DOWNSDS-P(1) HOLD-DOWNPORTAL FRAME 1AHOLD DOWNS - SEE SECTIONHOLD DOWNS - SEE SECTIONHOLD DOWNS - SEE SECTIONHOLD DOWNS - SEE SECTION1S207(1) HOLD-DOWNDS-HBDS-5DS-6(1) HOLD-DOWN(1) HOLD-DOWNDS-12(2) HOLD-DOWNS(2) HOLD-DOWNSDS-14DS-14B(1) HOLD-DOWN(2) HOLD-DOWNS(1) HOLD-DOWN(1) HOLD-DOWNDS-OS20714SIMS20714SIMS20714SIMS20714SIMS20714SIMS20714SIMS20714SIMS20714SIMS20714SIMS20714SIMS20714SIM(1) HOLD-DOWNSW6.1ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTIONAs indicatedSSSSHHHHEEEEAAAARRRR WWWWAAAALLLLLLLL KKKKEEEEYYYYPPPPLLLLAAAANNNNSSSS BBBB AAAANNNNDDDD CCCCSSSS111100007777....1111Taitem110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SETSHEAR WALL KEY PLAN LEGEND 1/16" = 1'-0"2SHEAR WALL KEY PLAN C (5TH FLR) 1/16" = 1'-0"1SHEAR WALL KEY PLAN B (4TH FLOOR)SHEAR WALL SCHEDULE B (FOURTH FLOOR)SHEARWALL LINESHEATHING AND FASTENERSFASTENINGPATTERNWALL STUDS SIZE AND SPACINGHOLD DOWNSCOMPRESSIONSTUDSSHEARTRANSFERCLIPSFLOOR 4SW1 7/16" 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 CLIPSSW2 5/8" 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 CLIPSSW3 5/8" 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 CLIPSSW3A PORTAL FRAME - SEE 1/S207SIMPSON DTT2Z - SEE 1/S207 SEE FRAMING PLANSW4 5/8" 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 CLIPSSW5 CMU WALLSW6 CMU WALLSW7 7/16" 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 CLIPSSW8 5/8" 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 CLIPSSW9.1 5/8" 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 CLIPSSW9.2 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 6-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HTT4 WITH 5/8" ROD (3) 2X6, MIN. (10) A35 CLIPSSW10 5/8" 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 CLIPSSW11 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 6-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HTT4 WITH 5/8" ROD (3) 2X6, MIN. (10) A35 CLIPSSW12 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 6-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HTT4 WITH 5/8" ROD (3) 2X6, MIN. (10) A35 CLIPSSW13 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 6-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HTT4 WITH 5/8" ROD (3) 2X6, MIN. (10) A35 CLIPSSW14 5/8" 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 CLIPSSW15 5/8" 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 CLIPSSW16 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 6-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HTT4 WITH 5/8" ROD (3) 2X6, MIN. (10) A35 CLIPSSW17 NOT USED THIS FLOORSW18 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 6-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HTT4 WITH 5/8" ROD (3) 2X6, MIN. (10) A35 CLIPSSWA NOT USED THIS FLOORSWB 7/16" 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 CLIPSSWC 5/8" 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 CLIPSSWD.1 5/8" 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 CLIPSSWD.2 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 6-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HTT4 WITH 5/8" ROD (3) 2X6, MIN. (10) A35 CLIPSSWE.1 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 6-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HTT4 WITH 5/8" ROD (3) 2X6, MIN. (10) A35 CLIPSSWE.2 5/8" 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 CLIPSSWF 5/8" 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 CLIPSSWG 5/8" 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 CLIPSSWH 5/8" 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 CLIPSSWJ 7/16" 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 CLIPSSWK.1 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 6-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON HTT4 WITH 5/8" ROD (3) 2X6, MIN. (10) A35 CLIPSSWK.2 5/8" 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 CLIPSSWL 5/8" 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 CLIPSSWM 7/16" 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 CLIPSSWN 7/16" 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 CLIPSSWO 7/16" 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 CLIPSSWP CMU WALLSWQ 5/8" 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 CLIPSSWR 7/16" 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 CLIPSSHEAR WALL SCHEDULE C (FIFTH FLOOR)SHEARWALL LINESHEATHING AND FASTENERSFASTENINGPATTERNWALL STUDS SIZE AND SPACINGHOLD DOWNSCOMPRESSIONSTUDSSHEAR TRANSFERCLIPSFLOOR 5SW1 NOT USED THIS FLOORSW2 NOT USED THIS FLOORSW3 NOT USED THIS FLOORSW3A 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 6-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON LTT19 WITH 1/2" ROD (2) 2X6, MIN. (6) A35 CLIPSSW4 5/8" 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 CLIPSSW5 CMU WALLSW6 CMU WALLSW7 7/16" 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 CLIPSSW8 5/8" 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 CLIPSSW9.1 5/8" 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 CLIPSSW9.2 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 6-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON LTT19 WITH 1/2" ROD (2) 2X6, MIN. (6) A35 CLIPSSW10 5/8" 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 CLIPSSW11 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 6-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON LTT19 WITH 1/2" ROD (2) 2X6, MIN. (6) A35 CLIPSSW12 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 6-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON LTT19 WITH 1/2" ROD (2) 2X6, MIN. (6) A35 CLIPSSW13 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 6-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON LTT19 WITH 1/2" ROD (2) 2X6, MIN. (6) A35 CLIPSSW14 5/8" 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 CLIPSSW15 5/8" 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 CLIPSSW16 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 6-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON LTT19 WITH 1/2" ROD (2) 2X6, MIN. (6) A35 CLIPSSW17 NOT USED THIS FLOORSW18 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 6-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON LTT19 WITH 1/2" ROD (2) 2X6, MIN. (6) A35 CLIPSSWA NOT USED THIS FLOORSWB 7/16" 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 CLIPSSWC 5/8" 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 CLIPSSWD.1 5/8" 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 CLIPSSWD.2 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 6-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON LTT19 WITH 1/2" ROD (2) 2X6, MIN. (6) A35 CLIPSSWE.1 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 6-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON LTT19 WITH 1/2" ROD (2) 2X6, MIN. (6) A35 CLIPSSWE.2 5/8" 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 CLIPSSWF 5/8" 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 CLIPSSWG 5/8" 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 CLIPSSWH 5/8" 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 CLIPSSWJ 7/16" 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 CLIPSSWK.1 7/16" SHEATHING, ONE SIDE, FASTENER TYPE "A" 6-12 SEE DETAIL 1 & 2 AND WALL FRAMING SCHEDULE, SHEET S205SIMPSON LTT19 WITH 1/2" ROD (2) 2X6, MIN. (6) A35 CLIPSSWK.2 5/8" 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 CLIPSSWL 5/8" 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 CLIPSSWM 7/16" 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 CLIPSSWN 7/16" 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 CLIPSSWO 7/16" 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 CLIPSSWP CMU WALLSWQ 5/8" 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 CLIPSSWR 7/16" 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 CLIPSSHEAR WALL GWB / SHEATHING FASTENERSTYPEDESCRIPTIONA 10D x 1-1/2" NAILSB 6D 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" HEADSHEAR WALL GWB / SHEATHING FASTENERSTYPEDESCRIPTIONA 10D x 1-1/2" NAILSB 6D 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) BARS1' - 6"13' - 8"2' - 5"1' - 6"1' - 6"1' - 6"16' - 11 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"18' - 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&B1' - 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"6S2011' - 6"11' - 7"16' - 4"6' - 6"4' - 4"21' - 9 3/8"27' - 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"14' - 3"5' - 6 1/8"#8 @ 8" O.C. EA. WAY T&B#5 @ 10" O.C. STIRRUPS AROUND (8) BARSSUMP PIT1' - 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"11ST FLOOR394.54#4 @ 12" O.C.(2) #5 LONGITUDINAL(2) #5 LONGITUDINALREFER TO DWG S101 FOR SLAB REINFORCEMENTGRADE BEAM - REFER TO GRADE BEAM SCHEDULE ON DWG S100 FOR SIZE AND REINFORCEMENTSTUD WALL WHERE IT OCCURS - REFER TO ARCH. DWGS.10" CMU WALL. TYPICAL CMU REINFORCING #5 @ 24" O.C.VAPOR BARRIERCOMPACTED STRUCTURAL FILL9"14"PILE BEYOND8"(2) #5. SEE TYPICAL CMU REINFORCING DETAILS, SHEET S202#5 @ 24" O.C. DOWEL36" INTO CMU W/ STANDARD HOOK AT BOTTOM. TIE HOOK INTO BOTTOM GRADE BEAM BARS WATERPROOFING, REFER TO ARCH. DWGS.BENTONITE WATER STOP AT SLABL161ST FLOOR394.54SIDEWALK, REFER TO LANDSCAPING PLANSEXPANSION JOINTFLASHING AND WEEP4" CMU W/PRECAST, REFER TO ARCH. DWGS.(2) #5 LONGITUDINALREFER TO DWG S101 FOR SLAB REINFORCEMENTGRADE BEAM - REFER TO GRADE BEAM SCHEDULE ON DWG S100 FOR SIZE AND REINFORCEMENTVAPOR BARRIER#4 @ 12" O.C.BRICK OR WINDOW, WHERE OCCURS. REFER TO ARCH. DWGS.6"1' - 6"(2) #4 CONT.STIRRUPS TO MATCH MAIN STIRRUPS1ST FLOOR394.541ST FLOOR394.54'1ST FLOOR394.54'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 REINFORCINGVAPOR BARRIERCOMPACTED STRUCTURAL FILLWATERSTOP4" CONC. SLAB#5 @ 7" STIRRUPS#8 BARS @7" O.C., E.W., TOP AND BOTTOM#5 @ 10" STIRRUPS7' - 6"7' - 2"7' - 6"1' - 9"1' - 9"3' - 0"COLUMN ABOVE1' - 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. STIRRUPSEQEQ7' - 6"7' - 6"4' - 0"3' - 0"COLUMN ABOVE6"1' - 9"4' - 0"1' - 9"1ST FLOOR394.54T.O. GB AT PARKING392.54GRADE BEAM - REFER TO SCHEDULE ON DWG S101 FOR SIZE AND REINFORCEMENTASPHALT AND SUB-BASE - REFER TO SITE DRAWINGSTYPICAL CMU REINFORCING#5 @ 24" O.C.#5 @ 24" O.C. DOWEL36" INTO CMU W/ STANDARD HOOK AT BOTTOM. TIE HOOK INTO BOTTOM GRADE BEAM BARS COMPACTED STRUCTURAL FILL3' - 0"FOR SHEAR WALL END REINFORCEMENT, REFER TO DETAILS ON SHEET S202(2) #5. SEE TYPICAL CMU REINFORCING DETAILS, SHEET S202WATER PROOFING, REFER TO ARCH. DWGS.EXISTING STRUCTURE ON ADJACENT LOTC11' - 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. STIRRUPS3' - 0"6"7' - 6"7' - 6"(10) # 7 TOP AND BOTTOM EA. WAYCOLUMN ABOVE1' - 9"4' - 0"1' - 9"1' - 9"4' - 0"1' - 9"#5 @ 7" O.C. STIRRUPS7' - 6"15' - 6"(20) #7 BARS, T&B(10) #7 BARS, T&B#5 @ 7" STIRRUPSCOLUMN ABOVE1' - 9"4' - 0"1' - 9"1' - 9"4' - 0"4' - 0"4' - 0"1' - 9"3' - 0"15' - 6"L91ST FLOOR394.54L9REFER TO LANDSCAPING PLANSEXPANSION JOINTEXTERIOR WALL, REFER TO ARCH. DWGS.(2) #5 LONGITUDINALREFER TO DWG S101 FOR SLAB REINFORCEMENTGRADE BEAM - REFER TO GRADE BEAM SCHEDULE ON DWG S100 FOR SIZE AND REINFORCEMENTVAPOR BARRIER#4 @ 12" O.C.24" BELOW GRADEERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTIONAs indicatedFFFFOOOOUUUUNNNNDDDDAAAATTTTIIIIOOOONNNNSSSSEEEECCCCTTTTIIIIOOOONNNNSSSS &&&& DDDDEEEETTTTAAAAIIIILLLLSSSSSSSS222200001111Taitem110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET 3/8" = 1'-0"3NORTH STAIR - MAT REINFORCING 3/8" = 1'-0"2EAST STAIR - MAT REINFORCING 3/8" = 1'-0"7CENTRAL ELEVATOR CORE - MAT REINFORCING 3/4" = 1'-0"1GRADE BEAM / FLOOR SLAB AT CMU WALL 3/4" = 1'-0"4GRADE BEAM / FLOOR SLAB AT STUD WALL 3/8" = 1'-0"6SECTION AT ELEVATOR / STAIR CORE 1/2" = 1'-0"12PC-3 PLAN AND SECTION DETAIL 1/2" = 1'-0"10PC-2 PLAN AND SECTION DETAIL 3/4" = 1'-0"5GRADE BEAM AT EAST PARKING CMU WALL 1/2" = 1'-0"11PC-6 PLAN AND SECTION DETAIL 1/2" = 1'-0"9PC-4 PLAN AND SECTION DETAIL 1/2" = 1'-0"8PC-8 PLAN AND SECTION DETAIL 3/4" = 1'-0"13SECTION AT ALLEY 1ST FLOOR394.542ND FLOOR406.54LAEXIST. FINISHED FLOOR395.95EXISTING WESTBASEMENT FLR390.12BRICK FACADEEXISTING STONE FOUNDATIONMETAL STUD, REFER TO ARCH. DWGSRIGID INSULATION, REFER TO ARCH. DWGS.STEEL BEAM - SEE FRAMING PLAN2X6 WOOD WALL. SEE ARCHITECTURAL DRAWINGS FOR INTERIOR FINISHESL3X6X3/8"X6" LONG STEEL ANGLE @ 48" O.C. TO TIE BRICK TO NEW STRUCTUREBRICK ATTACHED TO NEW 2X6 STUD WALL WITH HELIFIX DRYFIX STAINLESS ANCHORS @ 32" O.C. EACH WAYHELICAL PILESTONE FILLGRADE BEAM - REINFORCEMENT NOT SHOWN6" STRUCTURAL SLABDIMENSION VARIES ALONG GRID LINE DUE TO POSITION OF EXISTING WALLSEE ARCHITECTURAL DRAWINGS FOR SOFFIT AND CEILING, COLUMN FIREPROOFING AND ENCLOSURESEE ARCHITECTURAL DRAWINGS FOR INTERIOR FINISHES+/-1'-0"STEEL COLUMN BEYOND, WHERE IT OCCURSPIN 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 SLABSTEEL ANGLE STIFFENERL 3 1/2 X 3 1/2 X 5/16 @ 4'-0" O.C. L 6 X 6 X 5/8PRECAST PLANK (TYP.)+/- 1'-6"5/16" THICK GUSSET PLATE, 4'-0" O.C., TYP. 1/2" ANCHOR BOLT THROUGH SILL PLATE FASTENED TO BENT PLATE BELOW1/2" 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 5"1' - 6"RIGID INSULATION, REFER TO ARCH. DWGS.PARGE COATRIGID INSULATION. REFER TO ARCHITECTURAL DRAWINGS1LELF1ST FLOOR394.54T.O. GB AT PARKING392.543/8"ELECTRIC ROOM2' - 0"1/2" CEMENT BOARDCONTINUOUS RIGID INSULATIONCMU, REFER TO S203 FOR REINF.REFER TO DWG S101 FOR SLAB REINFORCEMENTGRADE BEAM - REFER TO GRADE BEAM SCHEDULE ON DWG S100 FOR SIZE AND REINFORCEMENTVAPOR BARRIER#4 @ 18" O.C. E.W.1ST FLOOR394.54T.O. GB AT PARKING392.54ASPHALT AND SUB-BASE - REFER TO SITE DRAWINGS1' - 6"3' - 0"6"#4 @ 12" O.C.(3) #6 LONGITUDINALREFER TO DWG S101 FOR SLAB REINFORCEMENTPILASTER WHERE OCCURSGRADE BEAM - REFER TO GRADE BEAM SCHEDULE ON DWG S100 FOR SIZE AND REINF.EXISTING BUILDINGL121ST FLOOR394.54T.O. GB AT PARKING392.54#4 @ 12" O.C.(3) #6 LONGITUDINALREFER TO DWG S101 FOR SLAB REINFORCEMENTGRADE BEAM - REFER TO GRADE BEAM SCHEDULE ON DWG S100 FOR SIZE AND REINF.COLUMNCMU WALL, REFER TO S203 FOR REINF.RIGID INSULATION, REFER TO ARCH. DWGS.CEMENT BOARDPILE CAP1ST FLOOR394.54#4 @ 12" O.C.(3) #6 LONGITUDINALREFER TO DWG S101 FOR SLAB REINFORCEMENTGRADE BEAM - REFER TO GRADE BEAM SCHEDULE ON DWG S100 FOR SIZE AND REINFORCEMENT9"14"6"1ST FLOOR394.54T.O. GB AT PARKING392.54GRADE BEAM - REFER TO SCHEDULE ON DWG S100 FOR SIZE AND REINFORCEMENTASPHALT AND SUB-BASE - REFER TO SITE DRAWINGSCOMPACTED STRUCTURAL FILLREFER TO DWG S101 FOR SLAB REINFORCEMENT1/4"1 1/4"1/4" WIDE X 1 1/4" DEEP SAW-CUT CONTROL JOINT 18'-0" O.C., TYP.6"L11ST FLOOR394.54T.O. GB AT PARKING392.54GRADE BEAM - REFER TO SCHEDULE ON DWG S100 FOR SIZE AND REINFORCEMENTASPHALT AND SUB-BASE - REFER TO SITE DRAWINGSSIDEWALK WHERE IT OCCURS - REFER TO SITE PLANSCOMPACTED STRUCTURAL FILL6 5/8"SEE ARCH. DWGS. FOR GARAGE WALL CONSTRUCTION1ST FLOOR394.54REFER TO DWG S101 FOR SLAB REINFORCEMENTGRADE BEAM - REFER TO GRADE BEAM SCHEDULE ON DWG S100 FOR SIZE AND REINFORCEMENT#4 @ 12" O.C.(3) #6 LONGITUDINALREFER TO DWG S101 FOR SLAB REINFORCEMENT9"1' - 2"L121ST FLOOR394.54T.O. GB AT PARKING392.54EXISTING WESTBASEMENT FLR390.123' - 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 CAPCMU, REFER TO S203 FOR REINF.RIGID INSULATIONASPHALTASPHALT AND SUB-BASEREFER TO SITE DRAWINGSGRADE BEAM / PILE CAP - REINFORCEMENT NOT SHOWN. REFER TO GRADE BEAM SCHEDULE ON DWG S100 FOR SIZE AND REINF.STEEL COLUMN BEYOND16" X 16" CONCRETE ENCASEMENT. REINFORCEMENT SHALL BE WWF 6x6 W2.0xW2.0 AROUND STEEL COLUMNPARKING AREA CEILING - SEE ARCHITECTURAL DRAWINGS24" X 24" COLUMN ENCASEMENT FOR FIRST 1'-0" OF COLUMN HEIGHT. REINFORCEMENT SHALL BE (4) #5 w/ (2) #3 STIRRUPS1' - 0"1' - 4"9' - 2 1/2"FIRST FLOOR394.54T.O. GB AT PARKING392.54SECOND FLOOR406.542' - 0"2' - 0"8"AIR SEAL JOINT AT CEILING AND COLUMN, REFER TO ARCH. DWGS.BASEPLATE BEYOND2' - 0"2' - 0"1' - 4"1' - 4"PLAN SECTION AT 24" X 24" LOWER PORTIONPLAN SECTION AT 16" X 16" UPPER PORTION#3 STIRRUPSSTEEL COLUMNWWF 6x6 W2.0xW2.0 ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTIONAs indicatedFFFFOOOOUUUUNNNNDDDDAAAATTTTIIIIOOOONNNNSSSSEEEECCCCTTTTIIIIOOOONNNNSSSS &&&& DDDDEEEETTTTAAAAIIIILLLLSSSSSSSS222200002222Taitem110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET 3/4" = 1'-0"1SECTION AT EXISTING FOUNDATION WALL, WEST 3/4" = 1'-0"9SECTION AT ELECTRIC ROOM 3/4" = 1'-0"3GRADE BEAM AT NORTHEAST PARKING CORRIDOR 3/4" = 1'-0"4GRADE BEAM AT RETAIL/PARKING 3/4" = 1'-0"5GRADE BEAM GB-1 AT FIRST FLOOR SLAB 3/4" = 1'-0"7GRADE BEAM AT PARKING 1 1/2" = 1'-0"6SAW CUT JOINT AT 1ST FLOOR SLAB 3/4" = 1'-0"8GRADE BEAM AT PARKING NORTH WALL 3/4" = 1'-0"2GRADE BEAM GB-2 AT FIRST FLOOR 3/4" = 1'-0"10SECTION AT LINE L12 3/4" = 1'-0"11PARKING CONCRETE ENCASEMENT SECTION DETAIL1 1 1/2" = 1'-0"12PARKING CONCRETE ENCASEMENT PLAN DETAIL LHLJS2013SEE DETAIL FOR STRUCTURAL MAT REINFORCINGL54S2037 5/8"7 5/8"9 5/8"7 5/8"THICKENED SLABCHANNEL STRINGERCHANNEL STRINGERCHANNELCHANNEL LEDGERCHANNEL STRINGERCHANNEL STRINGERCHANNELCHANNEL LEDGERCHANNELCHANNEL STRINGERCHANNEL STRINGERSTAIR POST TO CMU BELOW10S2031L10L12L13.2L11LFL13.1S2017SEE DETAIL FOR STRUCTURAL MAT REINFORCINGLG6S2014' - 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 SLABCHANNEL STRINGERCHANNEL STRINGERCHANNEL STRINGERCHANNEL STRINGERCHANNELCHANNELCHANNEL LEDGERCHANNEL LEDGERCHANNELCHANNELPOST POST LANDING ABOVEL7LPL6S2012SEE DETAIL FOR STRUCTURAL MAT REINFORCING4S203SimCHANNEL STRINGERCHANNEL STRINGERCHANNEL STRINGERCHANNEL STRINGERCHANNEL STRINGERCHANNEL STRINGERCHANNELCHANNEL LEDGERCHANNELCHANNEL LEDGERTHICKENED SLABSTAIR POST TO CMU BELOW(2) #5TSLDOWELS (2) #5@ DOOROPENING 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) #5FOR DIMENSIONS, REFER TO ARCHITECTURAL DRAWINGSHORIZONTAL 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.TSLDOWELS (2) #5VERTICAL SIDE REINFORCING SHALL EXTEND TO TOP AND BOTTOM OF WALL#4 @ 48" O.C. WITHIN TOPPINGBETWEEN #5 BARS IN KEY-WAY24"24"#5 @ 48" O.C. WHERE PLANKS BEAR ON BEAMS REBAR SHALL OCCUR IN GROUTED KEY-WAY PER PLANK MANUFACTURER FABRICATOR36"24"CMU WALL - SEE S203STAIR / ELEVATOR CORE0".0".(2) #5BOND BEAM(2) #5CAST CONCRETE.6" @ BEARING4" @ NON-BEARING W8 X 1510" 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 CELLSTOP OF CMU ELEV. = 458.54'4" SOLID CMUSTAIR ROOF FRAMING AS SHOWN ON FRAMING PLANSCMU WALL - SEE S203 FOR REINFORCINGPT 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 BEAMTOP 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 PLANSSTAIR ROOF FRAMING AS SHOWN ON FRAMING PLANSCMU WALL - SEE S203ROOF SHEATHINGBOND BEAM W/ (2) #52X10 LEDGER, CONTINUOUS16" LSL 1.5" RIMSIMPSON SDWH TIMBER-HEX SCREWS, 4" LONG, TYP. FASTEN ALL SCREWS TO TRUSS ENDS AND TO STUD BLOCKING BETWEEN TRUSSES1 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 COREFLOOR TRUSS - PER FRAMING PLANSCMU WALL - SEE S203 FOR REINFORCINGINSTALL CONTINUOUS 30# FELT BETWEEN BLOCK WALL AND LEDGER.BOND BEAM W/ (2) #5(2) #5FLOOR SHEATHINGFOR 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-2FOR 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 PATTERNW.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 JOINTHEAVY 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" PLATEC12 OR MC12 TO SUPPORT STAIR LANDING AND/OR STRINGERSL 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 PLATE2"10"2"2"8"2"12" TYP.8"4"6"1' - 0"6"C12 OR MC12 STRINGERREFER TO ARCH. DWGS. FOR TREADS AND RISERSSLAB 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 FLOOR394.54'T.O. GB AT PARKING392.54TYPICAL 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 DRAWINGSSTRUCTURAL MAT REINFORCING NOT SHOWN FOR CLARITY - SEE PLAN FOR MAT SIZE AND REINFORCINGSTRUCTURAL FILL4" CONC. SLAB. FOR SLAB REINFORCING, SEE DRAWING S10110"EXTERIOR INSULATION - REFER TO ARCHITECTURAL DRAWINGSSTAIR1. ALL CMU MASONRY HEADERS TO BE TYPE MH-1 EXCEPT WHERE NOTED2. USE STANDARD "U" LINTEL BLOCK FOR ALL BOND BEAMS AND LINTELS3. ALL CMU WALLS AT FIRST FLOOR ARE SHEER WALLS. SEE MASONRY DETAILS SHEET S202 FOR REINFORCINGREFER TO ARCHITECTURAL DRAWINGS FOR INSULATION AND EXTERIOR FINISH PRECAST LINTEL(2) #5 AT CMU BOND BEAML3x2-1/2 STEEL ANGLE(2) #5 HORIZ. AT EA. COURSETOP AND BOTTOM COURSE - DEVELOP PER DETAIL 13/ S203.MIDDLE COURSE - DEVELOP 2'-0" EITHER SIDE.#5 "L" BAR PER TYPICAL DETAIL 7/S2038" 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 LINTEL6"5 1/2"2 1/2"ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTIONAs indicatedEEEELLLLEEEEVVVVAAAATTTTOOOORRRR AAAANNNNDDDD SSSSTTTTAAAAIIIIRRRRCCCCOOOORRRREEEE DDDDEEEETTTTAAAAIIIILLLLSSSSSSSS222200003333Taitem110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET 1/4" = 1'-0"3NORTH STAIR - ENLARGED FOUNDATION PLAN 1/4" = 1'-0"1CENTRAL ELEVATOR CORE - ENLARGED FOUNDATION PLAN 1/4" = 1'-0"2EAST STAIR - ENLARGED FOUNDATION PLAN 1/4" = 1'-0"13TYPICAL REINFORCING DETAIL AT CMU OPENINGS 3/4" = 1'-0"7STAIR CORE REINFORCING AT 2ND FLOOR, SECTION 3/4" = 1'-0"6HOIST BEAM ATTACHMENT DETAIL 3/4" = 1'-0"5ROOF FRAMING AT STAIR / ELEVATOR PARAPET 3/4" = 1'-0"8ROOF FRAMING DETAIL AT STAIR 3/4" = 1'-0"9LEDGER DETAIL AT CMU CORE 3/4" = 1'-0"17TYPICAL CMU WALLS @ CORNER REINFORCING DETAILS 3/4" = 1'-0"16TYPICAL CMU WALLS REINF. @ CONTROL JOINT DETAIL 3/4" = 1'-0"15TYPICAL CMU WALLS REINF. @ ENDS DETAIL 3/4" = 1'-0"14TYPICAL CMU WALLS REINF. @ INTERSECTION DETAIL 3/4" = 1'-0"11TYP. STAIR LANDING/STRINGER BEAM SUPPORT 3/4" = 1'-0"12TYP. STAIR STRINGER ANCHORAGE & FOUNDATION DETAIL 3/4" = 1'-0"4SECTION AT STAIR CORE FOUNDATIONMASONRY HEADER SCHEDULEKey NameMINIMUMHEIGHTTOP AND BOTTOMREINFORCEMENTSTIRRUPSMH-1 24" (2) #5MH-2 36" (4) #6MH-3 38" (6) #6 #3 @ 14" O.C. 3/4" = 1'-0"10SECTION AT NORTH STAIR DOORWAY1 (TYP.)STEEL BEAM (SEE PLAN)EMBED PLATE (TYP.)3" TOPPING SLABT/FLOOR EL. (SEE PLAN)PRECAST PLANK (TYP.)1" CLEAR1" CLEARSTEEL ANGLE STIFFENERL 3 1/2 X 3 1/2 X 5/16 @ 4'-0" O.C. L 6 X 6 X 5/8NOTE: UNLESS OTHERWISE NOTED, STEEL ANGLES AND PLATES IN PLANK DETAILS SHALL BE A572 GRADE 502" COV.IN LIEU OF WELDED EMBEDDED PLATE AT PLANK, PROVIDE LONGITUDINAL BARS IN KEYWAYS PER PLANK MANUFACTURERS SHOP DRAWINGS (TYP.)STEEL BEAM (SEE PLAN)EMBED PLATE @ 4'-0" O.C. (TYP.)3" TOPPING SLABT/FLOOR EL. (SEE PLAN)1" CLEAR1" CLEARBUTT JOINT 1:3 GROUT (TYP.)STEEL ANGLE STIFFENERL 3 1/2 X 3 1/2 X 5/16 @ 4'-0" O.C. L 6 X 6 X 5/8NOTE: UNLESS OTHERWISE NOTED, STEEL ANGLES AND PLATES IN PLANK DETAILS SHALL BE A572 GRADE 50PRECAST PLANK (TYP.)IN LIEU OF WELDED EMBEDDED PLATE AT PLANK, PROVIDE LONGITUDINAL BARS IN KEYWAYS PER PLANK MANUFACTURERS SHOP DRAWINGS 1 5/8" COV.STEEL BEAM (SEE PLAN)3" TOPPING SLABT/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. COVERSTEEL ANGLE STIFFENERL 3 1/2 X 3 1/2 X 5/16 @ 4'-0" O.C. L 6 X 6 X 5/8NOTE: UNLESS OTHERWISE NOTED, STEEL ANGLES AND PLATES IN PLANK DETAILS SHALL BE A572 GRADE 50IN LIEU OF WELDED EMBEDDED PLATE AT PLANK, PROVIDE LONGITUDINAL BARS IN KEYWAYS PER PLANK MANUFACTURERS SHOP DRAWINGS 2ND FLOOR406.541/44" TYP.(2) 3/4" Ø BOLTS EA. SIDE1' - 4 1/2"BEAM (SEE PLAN)COLUMN (SEE PLAN)SAWCUT OR MILL TOP OF COLUMN TO BEAR1/4(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 BEYOND1' - 3"COLUMN (SEE PLAN)BEAM (SEE PLAN)DDBEAM (SEE PLAN)COLUMN (SEE PLAN)T.O.S. EL.(SEE PLAN)SHEAR CONNECTIONCONCRETE PLANK W/ TOPPING BEYOND1' - 3"SECTION D-DBEAM AT OPPOSITE SIDE OF COLUMN, WHERE IT OCCURSBOTTOM PLATETOP COVER PLATE - CONTINUES OVER OPPOSITE BEAM, WHERE IT OCCURS2ND FLOOR406.54TOP COVER PLATE - CONTINUES OVER OPPOSITE BEAM, WHERE IT OCCURSNOTE: ALL PLATES, STIFFENERS AND ANGLES SHALL BE SHOP WELDEDNOTE: 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.VMAAASECTION A-ABEAM (SEE PLAN)BEAM (SEE PLAN)COLUMN (SEE PLAN)STIFFENER PLATET.O.S. EL.(SEE PLAN)TOP COVER PLATE - CONTINUES OVER COLUMN AND OPPOSITE BEAM, WHERE IT OCCURSSHEAR CONNECTIONBEAM AT OPPOSITE SIDE OF COLUMN, WHERE IT OCCURSCONCRETE PLANK W/ TOPPING BEYOND1' - 3"STIFFENER PLATES BELOWCOLUMN BELOWBEAM2ND FLOOR406.54BOTTOM COVER PLATETOP COVER PLATE - CONTINUES OVER COLUMN AND OPPOSITE BEAM, WHERE IT OCCURSNOTE: ALL PLATES, STIFFENERS AND ANGLES SHALL BE SHOP WELDEDNOTE: 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.VMASECOND FLOOR12'-0"STEEL BEAM - SEE FRAMING PLANS12" CONCRETE PLANK W/ 3" TOPPING. REINFORCING BY PLANK MANUFACTUREREXTERIOR WALL - REFER TO ARCHITECTURAL DRAWINGS5 1/8"5"VARIES1' - 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. HORIZONTALEMBED PLATE @ 4'-0" O.C. (TYP.)STEEL ANGLE STIFFENERL 3 1/2 X 3 1/2 X 5/16 @ 4'-0" O.C. L 6 X 6 X 5/85/16" 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 STOPANCHOR BOLT AND SPACING PER SILL PLATE ANCHORAGE NOTES, SHEET S1071LESECOND FLOOR12'-0"GARAGE CEILING(+/-) 8'-10"5" POLYISO OR 3" POLYISO W/ R-19 FIBERGLASS INSULATION12" CONCRETE PLANK W/ 3" TOPPING. REINFORCING BY PLANK MANUFACTUREREXTERIOR WALL - REFER TO ARCHITECTURAL DRAWINGSCMU WALL, REFER TO S203 FOR REINFORCING8"REINF. BY PRECAST MANUFACTURER(2) #5 PERIMETER BAR(2) #5NOTE: 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 BAR11SECOND FLOOR12'-0"5" POLYISO OR 3" POLYISO W/ R-19 FIBERGLASS INSULATION. SEE ARCHITECTURAL DRAWINGS12" CONCRETE PLANK. REINFORCING BY PLANK MANUFACTURERSTEEL BEAM - SEE FRAMING PLANSCEILING, WHERE IT OCCURS - REFER TO ARCHITECTURAL DRAWINGSEXTERIOR WALL - REFER TO ARCHITECTURAL DRAWINGS1/2" THICK BENT PLATE / POUR STOP AT CANTILEVERED CONCRETE EDGE1 1/2"#5 RE-BAR, 4'-0" LONG, 12" O.C. WELD END TO BENT PLATE / POUR STOP3"1 1/2"(2) #5 LONGITUDINAL EMBED PLATE @ 4'-0" O.C. (TYP.)NOTE: UNLESS OTHERWISE NOTED, STEEL ANGLES AND PLATES IN PLANK DETAILS SHALL BE A572 GRADE 504' - 0"L 6" X6" X 5/8(TYP.)2S204SimS2067ANCHOR BOLT THROUGH SILL PLATE FASTENED TO BENT PLATE BELOW. ANCHOR BOLT AND SPACING PER SILL PLATE ANCHORAGE NOTES, SHEET S1071L92ND FLOOR406.5410.112" CONCRETE PLANK W/ 3" TOPPING. REINFORCING BY PLANK MANUFACTURERSTEEL BEAM - SEE FRAMING PLANSEXTERIOR WALL - REFER TO ARCHITECTURAL DRAWINGS1' - 2 1/2"5"3"EMBED PLATE @ 4'-0" O.C. (TYP.)STEEL ANGLE STIFFENERL 3 1/2 X 3 1/2 X 5/16 @ 4'-0" O.C. L 6 X 6 X 5/85/16" 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 STOPANCHOR BOLT AND SPACING PER SILL PLATE ANCHORAGE NOTES, SHEET S1071SECOND FLOOR12'-0"GARAGE CEILING(+/-) 8'-10"CEILING ASSEMBLY - REFER TO ARCHITECTURAL DRAWINGSB.O. BEAM(+/-) 9'-9"STEEL BEAM - SEE FRAMING PLANS12" CONCRETE PLANK W/ 3" TOPPING. REINFORCING BY PLANK MANUFACTURERSPRAY ON INSULATIONCONCRETE ENCASEMENTSEE 7/S2043"AIR SEAL EDGE OF INSULATION12ND FLOOR406.54L15EXISTING 18 X 18 WOOD BEAM TO BE REMOVED. CONTRACTOR RESPONSIBLE FOR SHORING.STOREFRONT / WINDOW - SEE ARCHITECTURAL DRAWINGSSTEEL BEAM - SEE FRAMING PLAN2X6 WOOD WALL. SEE ARCHITECTURAL DRAWINGS FOR INTERIOR FINISHESBRICK ATTACHED TO NEW 2X6 STUD WALL WITH HELIFIX DRYFIX STAINLESS ANCHORS @ 32" O.C. EACH WAYSEE ARCHITECTURAL DRAWINGS FOR SOFFIT AND CEILING, COLUMN FIREPROOFING AND ENCLOSUREEMBED PLATE @ 4'-0" O.C. (TYP.)3" TOPPING SLABSTEEL ANGLE STIFFENERL 3 1/2 X 3 1/2 X 5/16 @ 4'-0" O.C. L 6 X 6 X 5/8PRECAST 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 S1071/2" 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.10"6"1BBSECTION B-BBEAM (SEE PLAN)COLUMN(SEE SCHEDULE)BBELEVATION C-CSTEEL BEAM (SEE PLAN)HSS STEEL COLUMN(SEE PLAN)SHEAR CONNECTORSTRUCTURAL TEEHSS STEEL COLUMN(SEE PLAN)CC(TYP.)1"STRUCTURAL FLOOR OR ROOF SYSTEML 4X4X3/8" @ 4'-0" O.C. PLACED SNUG AGAINST WALL, EACH SIDEANCHOR FASTENED TO FLOOR SYSTEMHORIZONTAL JOINT REINFORCING AS REQ'D. SEE MASONRY WALL DETAILSMUST HAVE 1" MIN. CLEARANCE OR AS REQUIRED TO ACCOMMODATE DEFLECTION BETWEEN TOP OF NON-BEARING WALL AND BOTTOM OF FLOOR OR ROOFMASONRY WALLNOTE: FINAL DESIGN AND ANCHORING BY PRE-CAST MANUFACTURER2ND FLOOR406.546S204Sim5/16" 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 BEYONDBENT PLATE / POUR STOP AT EDGE OF PLANKSTEEL BEAM BEYONDPOSTS SUPPORTING WINDOW HEADERS. SEE FRAMING PLANS FOR SIZE AND NUMBER 11 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" BASEPLATE3/4" NON-METALIC, NON-SHRINKING GROUT(4) 3/4"Ø F1554 GR 36 HEAVY HEX HEAD ANCHOR BOLTS20"x20" BASEPLATE3/4" NON-METALIC, NON-SHRINKING GROUT(4) 3/4"Ø F1554 GR 36 HEAVY HEX HEAD ANCHOR BOLTSBP-1, BP-2, BP-3BP-41 1/2"8"1 1/2"11"2 3/4"2 3/4"5 1/2"11"x5-1/2" BASEPLATE3/4" NON-METALIC, NON-SHRINKING GROUT(2) 3/4"Ø F1554 GR 36 THREADED RODBP FOR HSS COL.1' - 6"1' - 6"18"x18" BASEPLATE3/4" NON-METALIC, NON-SHRINKING GROUT(4) 3/4"Ø F1554 GR 36 HEAVY HEX HEAD ANCHOR BOLTSBP-5, BP-64"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 BELOW1' - 6"1' - 6"18"x18" BASEPLATE3/4" NON-METALIC, NON-SHRINKING GROUT(4) 3/4"Ø F1554 GR 36 HEAVY HEX HEAD ANCHOR BOLTSBP-7, BP-84"3/4"1' - 0 1/2"1 1/2"1 1/2"1' - 3"1 1/2"EDGE OF CONCRETE GRADE BEAM / PILE CAP BELOWEDGE OF CONCRETE GRADE BEAM / PILE CAP BELOW8"8"8"ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTIONAs indicatedPPPPLLLLAAAANNNNKKKK AAAANNNNDDDD SSSSTTTTEEEEEEEELLLLSSSSEEEECCCCTTTTIIIIOOOONNNNSSSS &&&& DDDDEEEETTTTAAAAIIIILLLLSSSSSSSS222200004444Taitem110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET 3/4" = 1'-0"3TYPICAL DETAIL OF PRECAST PLANK PARALLEL TO BEAM 3/4" = 1'-0"7TYPICAL DETAIL OF PRECAST PLANK BEARING ON STEEL BEAM CONNECTION 3/4" = 1'-0"4TYPICAL DETAIL OF PRECAST PLANK CHANGE OF DIRECTION 3/4" = 1'-0"11TYPICAL BEAM OVER COLUMN CONNECTION DETAIL 3/4" = 1'-0"13TYPICAL DETAIL OF MOMENT CONNECTION TO COLUMN WEB 3/4" = 1'-0"15TYPICAL BEAM TO BEAM CONNECTIONDETAIL (WF-SHAPES) 3/4" = 1'-0"10TYPICAL DETAIL OF MOMENT CONNECTION TO COLUMN FLANGE 3/4" = 1'-0"1PLANK SECTION AT SOUTH EXTERIOR 3/4" = 1'-0"12PLANK AT EXTERIOR CMU WALL 3/4" = 1'-0"6PLANK EDGE AT GARAGE NORTH 3/4" = 1'-0"9PLANK EDGE AT WEST 3/4" = 1'-0"14GARAGE CEILING SECTION 3/4" = 1'-0"5SECTION AT EXISTING BEAM / STOREFRONT, SOUTHWEST 3/4" = 1'-0"16TYPICAL BEAM TO COLUMN CONNECTIONDETAIL (WF-COLUMNS) 3/4" = 1'-0"17TYPICAL DETAIL OF WF BEAM TO HSSCOLUMN CONNECTION 3/4" = 1'-0"8LATERAL SUPPORT OF NON-LOAD BEARING PARTITION 3/4" = 1'-0"2ELEVATION DETAIL AT PLANK EDGE GUSSET PLATES 1 1/2" = 1'-0"18STEEL BASE PLATES1 AT WINDOW OPENINGS, SEE FRAMING PLANS, EXTERIOR WALL HEADER SCHEDULE, FOR REQ'D # OF KING STUDS, TYP.16" RIM, TYP. FLOOR TRUSSES BEYOND NOT SHOWNCONCRETE PLANK W/ TOPPINGP.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 PARAPET2X6 SILL PLATE ON 3/4" SUB-FLOOR, TYP. SEE WALL FRAMING SCHEDULE BELOW FOR REQ'D NUMBER OF STUDS, SPACING AND BLOCKING AT EACH FLOORWINDOW HEADER IN FLOOR PLANE, TYP. - SEE FRAMING PLANS AND HEADER SCHEDULEPROVIDE 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 FLOOR3RD FLOOR4TH FLOOR5TH FLOORROOFROOF PARAPET2 3/8"2 3/8"2 3/8"SEE WALL FRAMING SCHEDULE BELOW FOR REQ'D NUMBER OF STUDS, SPACING AND BLOCKING AT EACH FLOOR2 3/8"SEE WALL FRAMING SCHEDULE BELOW FOR REQ'D NUMBER OF STUDS, SPACING AND BLOCKING AT EACH FLOORSEE WALL FRAMING SCHEDULE BELOW FOR REQ'D NUMBER OF STUDS, SPACING AND BLOCKING AT EACH FLOORWINDOW HEADER IN FLOOR PLANE, TYP. - SEE FRAMING PLANS AND HEADER SCHEDULENOTE: 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 FRAMING16" RIM JOIST - SEE FRAMING PLANSSILL PLATEPLYWOOD SHEATHINGCEILING NOT SHOWN. SEE ARCHITECTURAL DRAWINGSADDITIONAL SHEATHING AS REQ'D PER SHEAR WALL SCHEDULEWALL DOUBLE TOP PLATEFLOOR TRUSSES AS THEY OCCURBLOCKING FOR ADDITIONAL SHEATHING AS REQ'D, TYPICALJOIST HANGERFLAT DOOR HEADER WHERE IT OCCURS. RIM IN FLOOR PLANE, OR BEAM SISTERED TO RIM, SERVES AS HEADER. SEE FRAMING PLANS.2x6 CORRIDOR FRAMINGSILL PLATEPLYWOOD SHEATHINGCEILING NOT SHOWN. SEE ARCHITECTURAL DRAWINGSADDITIONAL SHEATHING AS REQ'D PER SHEAR WALL SCHEDULEWALL DOUBLE TOP PLATEFLOOR TRUSSES AS THEY OCCUR16" RIM JOIST - SEE FRAMING PLANSJOIST HANGERBLOCKING 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 PLANS2x6 CORRIDOR FRAMING16" FLOOR TRUSS BEYONDSILL PLATEPLYWOOD SHEATHINGCEILING NOT SHOWN. SEE ARCHITECTURAL DRAWINGSADDITIONAL SHEATHING AS REQ'D PER SHEAR WALL SCHEDULE. RUN TO UNDERSIDE OF FLOOR ABOVE AS SHOWNWALL DOUBLE TOP PLATESHEAR TRANSFER CLIP PER SCHEDULE, SHEET S10716" RIM JOIST - SEE FRAMING PLANSJOIST HANGERFLAT 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 PLANS2x6 CORRIDOR FRAMING16" FLOOR TRUSSSILL PLATEPLYWOOD SHEATHINGCEILING NOT SHOWN. SEE ARCHITECTURAL DRAWINGSADDITIONAL SHEATHING AS REQ'D PER SHEAR WALL SCHEDULEWALL DOUBLE TOP PLATE16" RIM JOIST - SEE FRAMING PLANSJOIST HANGERTRUSS HANGER TO OCCUR AT WALL OPENINGS16" FLOOR TRUSS BEYONDADDITIONAL SHEATHING AS REQ'D PER SHEAR WALL SCHEDULE. RUN TO UNDERSIDE OF FLOOR ABOVE AS SHOWNSHEAR TRANSFER CLIP PER SCHEDULE, SHEET S107SILL PLATEPLYWOOD SHEATHINGEXTERIOR WALL - REFER TO ARCHITECTURAL DRAWINGSCEILING NOT SHOWN. SEE ARCHITECTURAL DRAWINGSWALL DOUBLE TOP PLATEFLAT 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 PLANS16" LSL RIM JOIST - SEE FRAMING PLANSIF 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 TRUSSSILL PLATEPLYWOOD SHEATHINGCEILING NOT SHOWN. SEE ARCHITECTURAL DRAWINGSADDITIONAL SHEATHING AS REQ'D PER SHEAR WALL SCHEDULEWALL DOUBLE TOP PLATEEXTERIOR WALL - REFER TO ARCHITECTURAL DRAWINGS16" LSL RIM JOIST - SEE FRAMING PLANSTRUSS HANGER TO OCCUR AT WALL OPENINGSIF 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 SHOWNCONCRETE PLANK W/ TOPPINGP.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" SUB-FLOOR, TYP. SEE WALL FRAMING SCHEDULE BELOW FOR REQ'D NUMBER OF STUDS, SPACING AND BLOCKING AT EACH FLOORDOOR HEADER IN FLOOR PLANE, TYP. - SEE FRAMING PLANS AND HEADER SCHEDULEPROVIDE SOLID BLOCKING BEHIND RIM AT DOOR KING STUD BEARING, AND AT EACH STUD BETWEEN FLOOR JOISTS, TYP. SEE REFERENCED DETAILS.2ND FLOOR3RD FLOOR4TH FLOOR5TH FLOORROOF2 3/8"2 3/8"2 3/8"SEE WALL FRAMING SCHEDULE BELOW FOR REQ'D NUMBER OF STUDS, SPACING AND BLOCKING AT EACH FLOOR2 3/8"SEE WALL FRAMING SCHEDULE BELOW FOR REQ'D NUMBER OF STUDS, SPACING AND BLOCKING AT EACH FLOORSEE WALL FRAMING SCHEDULE BELOW FOR REQ'D NUMBER OF STUDS, SPACING AND BLOCKING AT EACH FLOORCORRIDOR FRAMING - SEE FRAMING PLANSDOOR HEADER IN FLOOR PLANE, TYP. - SEE FRAMING PLANS AND HEADER SCHEDULENOTE: 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 PLATESLSTA24 STRAPS AT TOP AND BOTTOM PLATESP.T. BALCONY FRAMING - SEE FRAMING PLANSHEADER AT DOOR OPENING - SEE FRAMING PLANSEXTERIOR WALL - REFER TO ARCHITECTURAL DRAWINGSREFER TO ARCHITECTURAL DRAWINGS FOR BALCONY DECKING AND UNDERSIDE FINISHDOUBLE TOP WALL PLATEFLOOR, CEILING AND INTERIOR FINISH - REFER TO ARCHITECTURAL DRAWINGSCANTILEVERED BALCONY BEAM - (2) #1 GRADE P.T. 2X10'S SISTERED TO 16" FLOOR TRUSSHANGER FOR ATTACHING 16" FLOOR TRUSS TO TRUSS GIRDER OR LVL BEAM - SEE FRAMING PLANS16" LSL RIM BOARD BETWEEN CANTILEVERED BALCONY BEAMSSIMPSON LS50 CLIP FOR ATTACHING CANTILEVERED 2X10 BALCONY BEAMS TO TRUSS GIRDER OR LVL BEAM - SEE FRAMING PLANS16" FLOOR TRUSS FRAMING, PERPENDICULAR TO BALCONY CANTILEVER16" TRUSS GIRDER OR LVL BEAM- SEE FRAMING PLANS. IF TRUSS GIRDER IS USED, MIN. 2X6 TOP CHORD ORIENTED IN STRONG DIRECTION AS SHOWN16" FLOOR TRUSS, PARALLEL TO BALCONY CANTILEVERFLOOR LEVEL13S20516" Flr Truss(2) PT #1 2x1016" Flr Truss(2) PT #1 2x10@16" Flr Truss16"@PT 2x1016"(2) PT 2x10POST BELOW - SEE HEADER SCHEDULE FOR REQ'D POSTS16" LSL RIM BOARD BETWEEN CANTILEVERED BALCONY BEAMSX-WXXDOOR/WINDOW HEADER BELOW FLOOR PLANE. SEE FRAMING PLAN AND EXTERIOR WALL HEADER SCHEDULE.X-BXXBEAM - SEE FRAMING PLAN AND BEAM SCHEDULEHANGER AND/OR CLIP - SEE SECTIONFULL DEPTH PT 2X10 BLOCKING, MID-SPANCANTILEVERED BALCONY BEAM SISTERED TO 16" FLOOR TRUSSSEE ARCHITECTURAL DRAWINGS16" FLOOR TRUSS @ 16", PERPENDICULAR TO CANTILEVERED BALCONYPOST BELOW - SEE HEADER SCHEDULE FOR REQ'D POSTS16" LSL RIM BOARD BETWEEN CANTILEVERED BALCONY BEAMSDOOR/WINDOW HEADER BELOW FLOOR PLANE. SEE FRAMING PLAN AND EXTERIOR WALL HEADER SCHEDULE.FULL DEPTH PT 2X10 BLOCKING, MID-SPANCANTILEVERED BALCONY BEAM SISTERED TO 16" FLOOR TRUSS(2) PT #1 2x10(2) PT #1 2x1016" Flr Truss16" Flr TrussX-WXX12' - 0"@16" Flr Truss16"@PT 2x1016"SEE ARCHITECTURAL DRAWINGS(2) PT 2x1016" FLOOR TRUSS @ 16", PARALLEL TO CANTILEVERED BALCONY12S205P.T. BALCONY FRAMING - SEE FRAMING PLANSHEADER AT DOOR OPENING - SEE FRAMING PLANSEXTERIOR WALL - REFER TO ARCHITECTURAL DRAWINGSREFER TO ARCHITECTURAL DRAWINGS FOR BALCONY DECKING AND UNDERSIDE FINISHDOUBLE TOP WALL PLATEFLOOR, CEILING AND INTERIOR FINISH - REFER TO ARCHITECTURAL DRAWINGSCANTILEVERED BALCONY BEAM - (2) #1 GRADE P.T. 2X10'S SISTERED TO 16" TRUSS GIRDER16" LSL RIM BOARD BETWEEN CANTILEVERED BALCONY BEAMS16" FLOOR TRUSS FRAMING, PARALLEL TO BALCONY CANTILEVERFLOOR LEVELSEE SHEAR WALL SCHEDULE FOR REQ'D COMPRESSION STUDS AND HOLD-DOWNS1' - 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 & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTIONAs indicatedFFFFRRRRAAAAMMMMIIIINNNNGGGG SSSSEEEECCCCTTTTIIIIOOOONNNNSSSSAAAANNNNDDDD DDDDEEEETTTTAAAAIIIILLLLSSSSSSSS222200005555Taitem110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET 1/4" = 1'-0"1TYPICAL FRAMING AT EXTERIOR WALL - ELEVATION DETAIL 1 1/2" = 1'-0"4CORRIDOR FRAMING DETAIL AT CORRIDOR TRUSS AT DOOR HEADER 1 1/2" = 1'-0"6CORRIDOR FRAMING DETAIL AT PARALLEL TRUSS 1 1/2" = 1'-0"8CORRIDOR FRAMING DETAIL BETWEEN TRUSSES 1 1/2" = 1'-0"7CORRIDOR FRAMING DETAIL AT PERPENDICULAR TRUSS 1 1/2" = 1'-0"5EXTERIOR WALL FRAMING BETWEEN TRUSSES 1 1/2" = 1'-0"3EXTERIOR WALL FRAMING AT TRUSS 1/4" = 1'-0"2TYPICAL FRAMING AT INTERIOR LOAD BEARING WALL - ELEVATION DETAILWALL FRAMING SCHEDULEFLOOR FRAMINGALL EXTERIOR WOOD FRAMED WALLS / SHEAR WALLS5: 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT4: 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT3: 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT2: (2) 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHTINTERIOR LOAD-BEARING WOOD FRAMED WALLS / SHEAR WALLS5: 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT4: 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT3: (2) 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT2: (2) 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHTINTERIOR NON LOAD-BEARING SHEAR WALLS2-5 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT 1 1/2" = 1'-0"9EXTERIOR WALL PANELS CONNECTION 3/4" = 1'-0"13SECTION AT CANTILEVERED BALCONY PERPENDICULAR TO FRAMING 1/4" = 1'-0"15TYPICAL PLAN DETAIL AT CANTILEVERED BALCONY, PERPENDICULAR TO FRAMING 1/4" = 1'-0"14TYPICAL PLAN DETAIL AT CANTILEVERED BALCONY, PARALLEL TO FRAMING 3/4" = 1'-0"12SECTION AT CANTILEVERED BALCONY PARALLEL TO FRAMING 1" = 1'-0"10CORNER STRAP AT WALL PLATES1 4TH FLOOR32' - 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 SHOWNSEE ARCH. DRAWINGS FOR INSULATION AND INTERIOR FINISHP.T. 2X6 WALL FRAMING BEHIND EXISTING BRICKDOUBLE 2X6 TOP PLATEP.T. ROOF DECK FRAMING - SEE FRAMING PLANSCONTINUOUS P.T. PLYWOOD SHEATHING AT PARAPET FRAMINGBRICK ATTACHED TO NEW 2X6 STUD WALL WITH HELIFIX DRYFIX STAINLESS ANCHORS @ 32" O.C. EACH WAYSEE ARCH. DWGS. FOR EXTERIOR WALL AND FLOOR INSULATION AND FINISHESINSULATION, REFER TO ARCH. DWGS.PARGE COAT4TH FLOOR32' - 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., STAGGEREDTOP MOUNT FLANGE HANGER FOR FLOOR TRUSSESP.T. FRAMING AT ROOF DECK - SEE FRAMING PLANSHANGER FOR DECK FRAMING FASTENED TO PADDED OUT STEEL BEAM STEEL BEAM DROPPED TO HEIGHT SHOWN. SEE FRAMING PLANSSEE ARCH. DWGS. FOR EXTERIOR WALL AND FLOOR INSULATION AND FINISHESSEE ARCH. DWGS. FOR INTERIOR WALL, FLOOR AND CEILING FINISHESFLOOR TRUSSES - SEE FRAMING PLANS12ND FLOOR406.54R12" CONCRETE PLANK W/ 3" TOPPING. REINFORCING BY PLANK MANUFACTURERCMU WALL, REFER TO S203 FOR REINFORCINGINTERIOR 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 FLOOR12'-0"GARAGE CEILING(+/-) 8'-10"PARKING GARAGE CEILING, REFER TO ARCH.12" CONCRETE PLANK W/ 3" TOPPING. REINFORCING BY PLANK MANUFACTUREREXISTING STRUCTURE ON ADJACENT LOTCMU 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 SCREWS1' - 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 SCREWS1' - 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" BOLTS1/4" 1/4"STEEL BEAMBRICK FACADE, REFER TO ARCH. DWGS.NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR AIR SEALING AROUND ANGLE PENETRATIONS THROUGH AIR BARRIER. L162ND FLOOR406.54'3RD FLOOR416.54'4TH FLOOR426.54'5TH FLOOR436.54'19192ND FLOOR406.54'3RD FLOOR416.54'4TH FLOOR426.54'5TH FLOOR436.54'S2069S20611S20610SANCOR STAINLESS COMPANY EYE SLIP HOOK (LARGE) NOMINAL SIZE = 3/4". ITEM NUMBER S0454-0020, 12,000LB CAPACITY1/2"Ø STAINLESS STEEL CABLE (5,000 LB WORKING CAPACITY)3/4"Ø U-BOLT. 5,000 LB WORKING CAPACITYMC18X42.74"X4"X3/8" STEEL T SECTION @ 18" O.C.1/4"E70XX3/8" THICK STEEL GUTTER, CONTINUOUSLY WELD ALL JOINTS1"X1/4" STEEL BAR @ 1'-0" O.C., WELD TO GUTTERSTEEL BEAM AND CANT. PLANT ASSEMBLY. REFER TO 1/S20412" CONCRETE PLANK W/ 3" TOPPING. REINFORCING BY PLANK MANUFACTUREREXTERIOR WALL - REFER TO ARCHITECTURAL DRAWINGS(3) ROWS @ 1'-0" O.C. 3/8"Ø STEEL ROD, WELDED TO GUTTER AND STEEL PLATE. RODS1/4"E70XX1/4"E70XX3"ØSTD PIPE WELDED FROM PLATE TO POUR STOP ANGLE1/4"E70XX16"X1/2" STEEL PLATE CONTINUOUS OVER LENGTH OF CANOPYC10X15.3 BRICK LINTEL5TH FLOOR42' - 0"S18X54.74 TON SNATCH BLOCK W/SWIVEL HOOK, 4.5" SHEAVE (FOR 1/2" WIRE ROPE)1/2"Ø STAINLESS STEEL CABLE3' - 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 PLATE3/8"E70XX3/8"E70XXC10X15.3 BRICK LINTEL4TH FLOOR32' - 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 PLATE3/8"E70XX3/8"E70XX1/2" STEEL CONNECTION PLATECLEVIS HARDWARE, REFER TO ARCH. DWGS.C10X15.3 BRICK LINTEL1ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTIONAs indicatedFFFFRRRRAAAAMMMMIIIINNNNGGGG SSSSEEEECCCCTTTTIIIIOOOONNNNSSSSAAAANNNNDDDD DDDDEEEETTTTAAAAIIIILLLLSSSSSSSS222200006666Taitem110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET 3/4" = 1'-0"1SECTION DETAIL AT 4TH FLOOR ROOF DECK AND PARAPET 3/4" = 1'-0"2SECTION DETAIL AT 4TH FLOOR ROOF DECK AND STEEL BEAM 3/4" = 1'-0"3SECTION AT EAST PLANK EDGE 3/4" = 1'-0"4PLANK AT PARKING EXTERIOR 3/4" = 1'-0"5PARAPET FRAMING DETAIL 3/4" = 1'-0"6PARAPET FRAMING DETAIL - TRUSS PARALLEL 1 1/2" = 1'-0"7PLANK EDGE AT GARAGE NORTH ENLARGED DETAIL 1/2" = 1'-0"8SECTION AT CANOPY 1 1/2" = 1'-0"9SECTION DETAIL 1 1/2" = 1'-0"10SECTION 1 1/2" = 1'-0"11SECTION SHEAR TRANSFER CLIP - SEE SHEAR WALL SCHEDULE FOR TYPE AND QUANTITY REQUIRED PER SHEAR WALL LINE SEGMENT16" LSL ALIGNED TO ONE SIDE OF 2X6 SHEAR WALL BELOWDOUBLE TOP PLATE OF 2X6 SHEAR WALL1SHEAR WALL LINE SHEAR WALL LINE COMPRESSION STUDS - SEE SHEAR WALL SCHEDULE FOR REQ'D NUMBERCOMPRESSION STUDS - SEE SHEAR WALL SCHEDULE FOR REQ'D NUMBERBEARING POST - SEE FRAMING PLANS FOR NUMBER OF STUDS REQ'D FOR BEAM BEARINGSIMPSON HOLD-DOWN. 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 SHEAR WALL LINE COMPRESSION STUDS - SEE SHEAR WALL SCHEDULE FOR REQ'D NUMBERWALL FRAMING - SEE WALL FRAMING SCHEDULE ON FRAMING PLANS FOR NUMBER OF STUDS AND SPACINGSIMPSON HOLD-DOWN. 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 SHEAR WALL LINE COMPRESSION STUDS - SEE SHEAR WALL SCHEDULE FOR REQ'D NUMBERSIMPSON HOLD-DOWN. 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 HOLD-DOWN TYPE "B" LOCATIONS. AT THOSE LOCATIONS, USE FY=50KSI STEEL.SEE CONCRETE PLANK DETAILS FOR PLANK REINFORCING6"8" X 8" X 5/8" STEEL PLATE, NUT AND WASHERREFER TO S107 FOR SHEAR WALL SHEATHINGSEE ARCHITECTURAL DRAWINGS FOR WALL AND FLOOR FINISHESSTEEL BEAM - REFER TO BEAM SCHEDULE ON S102CONCRETE PLANK AND TOPPING. SEE CONCRETE PLANK DETAILS FOR PLANK REINFORCINGEXTERIOR WALL - REFER TO ARCHITECTURAL DRAWINGSREFER 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 DRAWINGSSHEAR 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 EDGEWELD ANCHOR TO BEAM TOP FLANGE1ANCHOR BOLT AND SPACING PER SILL PLATE ANCHORAGE NOTES, SHEET S107110d 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 DRAWINGSWALL FINISHES NOT SHOWN - SEE ARCHITECTURAL DRAWINGSADDITIONAL SHEATHING PER SHEAR WALL SCHEDULE16" LSL RIM BLOCKING. WHERE FRAMING IS PARALLEL, BLOCKING SHALL BE CONTINUOUS RIMBLOCKING FOR ADDITIONAL SHEATHING AS REQ'D, TYPICALSHEAR TRANSFER CLIP PER SCHEDULE, SHEET S107/S107.12 3/4"11CEILING NOT SHOWN. SEE ARCHITECTURAL DRAWINGSWALL FINISHES NOT SHOWN - SEE ARCHITECTURAL DRAWINGSADDITIONAL SHEATHING AS REQ'D PER SHEAR WALL SCHEDULE16" LSL RIMBLOCKING FOR ADDITIONAL SHEATHING OR FOR LARGE DIA. HOLD-DOWN ROD. SEE SHEAR WALL SCHEDULE.SIMPSON HOLD-DOWN. SEE SHEAR WALL SCHEDULE FOR SIZE AND TYPEHOLD-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 TYPEWALL DOUBLE TOP PLATEWALL SOLE PLATENOTE: LOCATE HOLD-DOWN 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 DRAWINGSFLOOR TRUSS - REFER TO FRAMING PLANSSEE SHEAR WALL SCHEDULE, SHT. S107 FOR WALL SHEATHING AND NAILING REQUIREMENTSFLOOR SHEATHING14' - 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.12ND FLOOR406.543RD FLOOR22' - 0"4TH FLOOR32' - 0"5TH FLOOR42' - 0"ROOF52' - 0"F.1J.1S2072S2072SimS2072SimS2072SimS2073S2073SimS2073SimS2073SimS2073SimS2073SimS2073SimS2073SimS2073SimS2073SimS2073SimS2073SimS2078S2078S2079SIMS2079SIM3RD FLOOR22' - 0"SILL PLATEWALL DOUBLE TOP PLATESEE 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 HOLD-DOWNS (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 PLATEEXTERIOR WALL WHERE IT OCCURS - REFER TO ARCHITECTURAL DRAWINGS2 3/4"2 3/4"4S207STRUCTURAL POST - SEE FRAMING PLANSRIM JOIST - SEE FRAMING PLANS4' - 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.13RD FLOOR22' - 0"1B11"WALL DOUBLE TOP PLATE1/2" 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 PLATESILL PLATE(2) SIMPSON DTT2Z HOLD-DOWNS W/ 1/2" THREADED ROD (ONE EACH SIDE OF POST), BOLTED THROUGH SILL PLATESTRUCTURAL POST - SEE FRAMING PLANSSEE ARCHITECTURAL DRAWINGS FOR FLOOR FINISHSEE ARCHITECTURAL DRAWINGS FOR CEILING FINISHTRUSS GIRDER OR LVL - SEE FRAMING PLANS4TH FLOOR32' - 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 DRAWINGS2 3/4"2 3/4"SILL PLATESEE ARCHITECTURAL DRAWINGS FOR WALL AND FLOOR FINISHESSTRUCTURAL POST - SEE FRAMING PLANS(2) SIMPSON DTT2Z HOLD-DOWNS W/ 1/2" THREADED ROD (ONE EACH SIDE OF POST).STRUCTURAL POST - SEE FRAMING PLANS5S207RIM JOIST - SEE FRAMING PLANSIF 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"14TH FLOOR32' - 0"1BWALL DOUBLE TOP PLATESILL PLATE(2) SIMPSON DTT2Z HOLD-DOWNS W/ 1/2" THREADED ROD (ONE EACH SIDE OF POST), BOLTED THROUGH SILL PLATESTRUCTURAL POST - SEE FRAMING PLANSSEE ARCHITECTURAL DRAWINGS FOR FLOOR FINISHSEE ARCHITECTURAL DRAWINGS FOR CEILING FINISHTRUSS GIRDER OR LVL - SEE FRAMING PLANSSTRUCTURAL POST - SEE FRAMING PLANS(2) SIMPSON DTT2Z HOLD-DOWNS W/ 1/2" THREADED ROD (ONE EACH SIDE OF POST).LEF.1SECOND FLOOR12'-0"12" CONCRETE PLANK W/ 3" TOPPING. FOR REINFORCING, SEE DETAIL STEEL BEAM - SEE FRAMING PLANSEXTERIOR WALL - REFER TO ARCHITECTURAL DRAWINGSHSS 5X5X1/4 STEEL POST WITH 5 1/2" X 11" X 1/2" THICK BOTTOM PLATE5/16" 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 BELOW1/2" THICK BENT PLATE / POUR STOP AT CANTILEVERED CONCRETE EDGE/6S2041(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 SPACING10" 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 SPACINGERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTIONAs indicatedTTTTYYYYPPPPIIIICCCCAAAALLLL SSSSHHHHEEEEAAAARRRR WWWWAAAALLLLLLLLDETAILSDETAILSDETAILSDETAILSSSSS222200007777Taitem110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SETNTS17SHEAR TRANSFER CLIP - TOP OF WALL, 3D DETAIL 1" = 1'-0"12HOLD-DOWN DETAIL AT BEARING POST 1" = 1'-0"16HOLD-DOWN @ T INTERSECTION 1" = 1'-0"11TWO HOLD-DOWNS AT EXTERIOR CORNER, TYPICAL 3/4" = 1'-0"9HOLD-DOWN ANCHOR BOLT DETAIL AT CONC. PLANK 3/4" = 1'-0"7HOLD-DOWN ANCHOR BOLT DETAIL AT PERIMETER BEAM 1 1/2" = 1'-0"6SECTION DETAIL AT TOP OF SHEAR WALL 1 1/2" = 1'-0"10SECTION DETAIL SHEAR WALL HOLD-DOWNS 3/4" = 1'-0"14DRAG STRUT TO EXTERIOR WALL CONNECTION - SECTION, TYPICAL 1/4" = 1'-0"1PORTAL FRAME AT NORTH WING, GRID 1B 1 1/2" = 1'-0"23RD FLOOR PORTAL FRAME HOLD-DOWN SECTION DETAIL A 1 1/2" = 1'-0"43RD FLOOR PORTAL FRAME HOLD-DOWN SECTION DETAIL B 1 1/2" = 1'-0"34TH & 5TH FLOOR PORTAL FRAME HOLD-DOWN SECTION DETAIL A 1 1/2" = 1'-0"54TH AND 5TH FLOOR PORTAL FRAME HOLD-DOWN SECTION DETAIL B 3/4" = 1'-0"82ND FLOOR PORTAL FRAME ATTACHMENT DETAIL 3/4" = 1'-0"15SHEAR WALL ATTACHMENT AT CMU 3/4" = 1'-0"18SHEAR WALL ATTACHMENT AT CMU CORNERDETAIL DELETED1 MCTSEXHAUST GRILLERETURN GRILLESUPPLY DIFFUSERVOLUME DAMPERFIRE DAMPERCONTROL DAMPERLEGENDCONNECT TO EXISTINGCO & NO2 SENSORSTIME CLOCKDEMOLISHEDEXISTING TO REMAINTHERMOSTATCO2 SENSORFLEX DUCTMOUNTING BRACKETDIFFUSERALDES 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 COMPLETEDALDES INTEGRAL CEILING RADIATION DAMPERDUCTSEAL SHEET METAL BOX TO GYPSUM CEILINGNOTE: ALDES CONSTANT SUPPLY/RETURN BOX SHALL BE INSTALLED AFTER THE AEROSEAL DUCT SEALING IS COMPLETED.UNIT BASE2" FOAM INSULATION INTEGRAL TO UNIT CURBCURB CAPAIR SEAL ALL JOINTSROOF CURBROOFWRAP CURB WITH 3" POLYISOCYANURATE RIGID INSULATION AND WEATHER PROTECTIONQUICKSLING STANDPORTALS PLUS ER-4A EQUIPMENTRAIL WITH FACTORY INSTALLED 2X6 NAILERGALVANIZED STEEL FLASHINGROOFING FELTSROOF DECKFASTEN BASE PLATE THROUGH FOAM INTO ROOF DECKFASTEN QUICKSLING STAND TO RAIL2" THICK 25 PSI EPS FOAMOCCUPANCY SENSORFITNESS ROOMYOGA STUDIOERV-5RELAYOCCUPANCY SENSOROCCUPANCY SENSORRESIDENT LOUNGEERV-7RELAYOCCUPANCY SENSORLOBBYLEASING OFFICEERV-6RELAYOCCUPANCY SENSOROCCUPANCY SENSORELEVATOR LOBBYRESTROOM 112OCCUPANCY SENSOROCCUPANCY SENSORRESTROOM 113PET SPA 110OCCUPANCY SENSOROCCUPANCY SENSORTRASH ROOMERV-8RELAYERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTIONAs indicatedNOTES, SCHEDULES &LEGENDM001Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECTENERGY RECOVERY VENTILATOR SCHEDULEType Manufacturer Model DescriptionOperating AirFlow CFMOperatingESP, in. WCOperatingSupply Fan HPOperatingReturn Fan HPCooling Btu/Hr HeatingAux ElectricHeating kWLength Width HeightWeight,lbsELECTRICALCommentsTotal Btu/Hr Voltage Phase MCAERV-1 LG ARDE-112-36-30H-10A ERV with heat pump heating and cooling 1,965 1.00 2.31 hp 2.58 hp 129,800 55,400 24.60 14' - 4" 7' - 3" 5' - 6" 3,170 208 V 3 145.0 A Unit 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 bespecified with premium efficiency motors and MERV 13 filtersERV-2 LG ARDE-112-36-30H-10A ERV with heat pump heating and cooling 1,960 1.00 2.50 hp 2.76 hp 131,100 56,000 24.60 14' - 4" 7' - 3" 5' - 6" 3,170 208 V 3 145.0 A Unit 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 bespecified with premium efficiency motors and MERV 13 filtersERV-3 LG ARDE-112-36-30H-10A ERV with heat pump heating and cooling 2,160 1.00 2.21 hp 2.47 hp 128,900 55,100 24.60 14' - 4" 7' - 3" 5' - 6" 3,170 208 V 3 145.0 A Unit 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 bespecified with premium efficiency motors and MERV 13 filtersERV-4 LG ARDE-112-36-30H-12.5A ERV with heat pump heating and cooling 1,380 1.00 2.81 hp 3.20 hp 156,000 63,300 28.70 14' - 4" 7' - 3" 5' - 6" 3,170 208 V 3 169.1 A Unit 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 bespecified with premium efficiency motors and MERV 13 filtersERV-5 Renewaire EV450JIN-S15-E-GNT-L ERV with 4 kW electric duct heater 460 0.50 0.50 hp 0.00 hp 0 0 4.00 4' - 6" 2' - 9" 1' - 4" 272 208 V 1 6.0 A Provide 4 kW duct heater, speed controller, MERV 13 filter, motorized dampers on EA and OA duct, furnish disconnectERV-6 Renewaire HE-1XJINV-S15EE-DGNT-LERV with 2 kW electric duct heater 535 0.50 0.50 hp 0.50 hp 0 0 2.00 4' - 1" 3' - 4" 1' - 10" 272 208 V 1 10.8 A Provide 3 kW duct heater, speed controller, MERV 13 filter, motorized dampers on EA and OA duct, wall mounted CO2 sensor, furnish disconnectERV-7 Renewaire HE-1XJINV-S15EE-DGNT-LERV with 2 kW electric duct heater 535 0.50 0.50 hp 0.50 hp 0 0 2.00 4' - 1" 3' - 4" 1' - 10" 272 208 V 1 10.8 A Provide 3 kW duct heater,speed controller, MERV 13 filter, motorized dampers on EA and OA duct, furnish disconnectERV-8 Renewaire HE-1XJINV-S15EE-DGNT-LERV with 2 kW electric duct heater 540 0.50 0.50 hp 0.50 hp 0 0 2.00 4' - 1" 3' - 0" 1' - 5" 250 208 V 1 10.8 A Provide 3 kW duct heater, speed controller, MERV 13 filter, motorized dampers on EA and OA duct,furnish disconnectELECTRIC BASEBOARD HEATER SCHEDULEType Mark Manufacturer Model Description Watts Voltage Minimum Circuit Current Phase CommentsEBH-1 Runtal EB3-208D 4' Electric Baseboard Heater 1000 208 V 5 A 1 Provide unit mounted thermostat, outdoor air temperature sensorand all wiring and relays required to turn the unit off when outdoortemeprature is above 45 degrees F.EBH-2 Qmark QMKC2506W 6' Electric Baseboard Heater 1500 208 V 7 A 1 Provide one Qmark PR24 single-pole power relay for every 2heaters. Control with QMark TH106A programmable thermostatEBH-3 Qmark QMKC25008W 8' Electric Baseboard Heater 2500 208 V 12 A 1 Provide one Qmark PR24 single-pole power relay for every 2heaters. Control with QMark TH106A programmable thermostatFAN COIL SCHEDULEType Manufacturer Model Description Air Flow cfmCoolingBtu/HrHeatingLength Width Height Weight, lbsELECTRICALCommentsTotal Btu/Hr Voltage Phase MCAFC-1 LG LAN090HYV3 Wall Mount Fan Coil 530 9,000 11,000 2' - 9" 0' - 8"1' - 01/8"19 208 V 1 0.3 A Provide LG PREMTBVC0 thermostat, Aspen mini aqua condensate pump on all 1st & 2nd floor fan coils, connection to condensate pipingFC-2 LG LMN079HVT Wall Mount Fan Coil 254 7,000 8,100 2' - 9" 0' - 8" 1' - 01/8"19 208 V 1 0.3 A Provide LG PREMTBVC0 thermostat, Aspen mini aqua condensate pump 1st & 2nd floor fan coils, connection to condensate pipingFC-3 LG LSN090HSV5 Wall Mount Fan Coil 268 9,000 10,900 2' - 9" 0' - 8"1' - 1" 19 208 V 1 0.3 A Provide LG PREMTBVC0 thermostat, Aspen mini aqua condensate pump 1st & 2nd floor fan coils, connection to condensate pipingFC-4 LG ARNU 183SKA4 Wall Mount Fan Coil 494 19,100 21,500 2' - 9" 0' - 8" 1' - 1" 27 208 V 1 0.3 A Provide LG PREMTBVC0 thermostat, Aspen mini aqua condensate pump 1st & 2nd floor fan coils, connection to condensate pipingFC-5 LG LVN480HV Ducted fan coil 1,400 53,000 60,000 4' - 7" 2' - 1" 1' - 9" 165 208 V 1 2.0 A Provide 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 heaterFC-6 LG LV361HV4 Ducted fan coil 990 39,000 43,000 4' - 7" 2' - 1" 1' - 10" 129 208 V 1 2.0 A Provide 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 heaterFC-7 LG ARNU483NKA4 Ducted fan coil 1,400 48,000 54,000 4' - 7" 2' - 1"1' - 10" 165 208 V 1 2.0 A Provide 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 heaterFC-8 LG LSN120HSV5 Wall mounted fan coil 459 13,785 22,178 2' - 8" 1' - 0" 0' - 8" 19 208 V 1 1.0 A Provide Pro1 T855SH thermostat with R251S wired remote sensor. Connect to the LG wall mounted indoor unit via a LG PDRYCB300 dry contact.FC-9 LG ARNU053TRD4 Ceiling Cassette Fan Coil 459 5,500 6,100 2' - 0" 2' - 0" 0' - 10" 34 208 V 1 1.0 A Provide LG PREMTBVC0 thermostat, Aspen mini aqua condensate pump, connection to condensate pipingHEAT PUMP SCHEDULEType Manufacturer Model DescriptionCoolingEERHeatingLength WidthHeightWeight,lbsELECTRICALCommentsTotalBtu/HrCapacityBtu/HrVoltage Phase MCAHP-1 LG LAU090HYV3 Heat Pump 9,000 15.79 11,000 37" 16" 28" 100 208 V 1 11.2 A Provide wind baffles, Quicksling stand, base pan heater, Portals Plus ER-4A rail with 2x6 factory installed nailer, furnish disconnectHP-2 LG LMU18HHV Heat Pump 18,000 12 22,000 37" 16" 28" 147 208 V 1 18.6 A Provide wind baffles, Quicksling stand, base pan heater, Portals Plus ER-4A rail with 2x6 factory installed nailer, furnish disconnectHP-3 LG LMU24CHV Heat Pump 19,200 12 26,400 37" 16" 28" 100 208 V 1 14.3 A Provide wind baffles, Quicksling stand, base pan heater, Portals Plus ER-4A rail with 2x6 factory installed nailer, furnish disconnectHP-4 LG ARUN048GSS4 Air Source Heat Pump 48,000 10.5 54,000 37" 13" 55" 207 208 V 1 30.0 A Provide wind baffles, Quicksling stand, base pan heater, Portals Plus ER-4A rail with 2x6 factory installed nailer, furnish disconnectHP-5 LG LV480HV Air Source Heat Pump 48,000 10 56,000 37" 13" 55" 207 208 V 1 32.0 A Provide wind baffles, Quicksling stand, base pan heater, Portals Plus ER-4A rail with 2x6 factory installed nailer, furnish disconnectHP-6 LG LUU369HV Air Source Heat Pump 36,000 11 40,000 37" 13" 55" 207 208 V 1 32.0 A Provide wind baffles, Quicksling stand, base pan heater, Portals Plus ER-4A rail with 2x6 factory installed nailer, furnish disconnectHP-7 LG ARUN060GSS4 Air Source Heat Pump 60,000 12 64,000 37" 13" 55" 207208 V 1 25.4 A Provide wind baffles, Quicksling stand, base pan heater, Portals Plus ER-4A rail with 2x6 factory installed nailer, furnish disconnectHP-8 LG LSU120HSV5 Heat Pump 13,785 12.5 22,178 37" 16" 28" 100 208 V 1 10.0 A Provide wind baffles, Quicksling stand, base pan heater, Portals Plus ER-4A rail with 2x6 factory installed nailer, furnish disconnectEXHAUST FAN SCHEDULEType Manufacturer Model Description Air Flow CFMExhaust ExternalStatic PressureWeight, lbs Length Height WidthELECTRICALCommentsVoltage Phase MCAEF-1 Greenheck USF-24 Utility set roof exhaust fan 6,820 0.75 250 4' - 2" 4' - 2" 4' - 2" 208 V 3 10.6 A Provide 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 roofEF-2 Greenheck USF-08 Utility set roof exhaust fan 440 0.75 150 2' - 0" 2' - 0" 2' - 0" 120 V 1 5.0 A Provide 18" high curb, vibration isolation, bird screen, disconnect, speed controller, motorized automatic damper at garage ceiling plane and roof penetrationAIR TERMINAL SCHEDULEType Manufacturer Model Description Material & Color Border Type SlotsSlotWidthModuleSizeNECK SIZECommentsWidth HeightA Titus FL-15 5' Linear 1.5" Slot Ceiling Supply Diffuser Aluminum - Titus - 26 White 1 1 1/2" Provide FBP plenum, linear diffuser border type 22A1 Titus FL-15 Blank Linear 1.5" Slot Ceiling Supply Diffuser Aluminum - Titus - 26 White 1 1 1/2" Blank linear diffuser, border type 22, 5' long unlessotherwise dimensioned, verify length in fieldB Titus FL-20 6' Linear 2" Slot Ceiling Supply Diffuser Aluminum - Titus - 26 White 1 2"B1 Titus FL-20 Blank Linear 2" Slot Ceiling Supply Diffuser Aluminum - Titus - 26 White 1 2" Blank linear diffuser, border type 22, 4' long unlessotherwise dimensioned, verify length in fieldC Titus 350RL Return Ceiling Grille with 35 DegreeDeflectionSteel - Titus - 26 White Surface Mount 24 x 24 24" 14"D Titus 350RL Eggcrate Return Grille Stainless Steel - Titus - 304 -04 MillSurface Mount 24" 24"E Titus 350RL Eggcrate Return Grille Stainless Steel - Titus - 304 -04 MillSurface Mount 12" 12"F Titus S300FL Adjustable Supply Grille with DoubleDeflectionSteel - Titus - 26 White Surface Mount 20" 4" Provide air scoop damperG Hart & Cooley 682 Supply grille with double directional supply Steel - White Surface Mount 8" 8"H Hart & Cooley 672 Return Grille with 40 Degree Deflection Steel - White Surface Mount 8" 8"I Titus 350RS Return Grille with 35 Degree Deflection Steel - Titus - 26 White Surface Mount 10" 10"J Renewaire Wall cap Wall cap Galvanized Steel Surface Mount 10" 10"K Titus 300RL Adjustable Supply Grille with DoubleDeflectionSteel - Titus - 26 White Surface Mount 6" 6"WALL LOUVER SCHEDULEType Manufacturer Model Description Material & ColorSIZECommentsWidth HeightWL-1 Ruskin ELF6375DX Louver, 72x18 Metal - Aluminum 30" 18" Color determined by architect.No Scale1CAR AND CEILING RADIATION DAMPER DETAIL FOR ERV SUPPLY AND EXHAUSTA. 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 post‐installation.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 Consultant3. 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 C403.11.19. 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 turn14. 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 airtight16. Sealants -Sealants and tapes used to make ductwork airtight must be compliant with UL-181 standards and installed according to the manufacturer’s specificationsA. 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 HEATERS1.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 OPERATIONSELECTRIC WALL HEATER SCHEDULEType Manufacturer Model DescriptionCapacityBtu/HrLength Width Height Weight, lbsELECTRICALCommentsVoltage Phase MCAEWH-1 FAHRENHEAT FSSWH1502 Electric wall heater 5,120 1' - 0" 0' - 4"1' - 6" 20 120 V 1 13 AELECTRIC DUCT HEATER SCHEDULEType Manufacturer Model Description Input Length Width Height Weight, lbsELECTRICALCommentsVoltage PhaseEDH-1 Renewaire RH-D Electric duct heater 4.0 kW 1' - 0" 12' - 0" 1' - 0" 10 208 V 1 Furnish disconnectEDH-2 Renewaire RH-D Electric duct heater 3.0 kW 1' - 0" 12' - 0" 1' - 0" 10 208 V 1 Furnish disconnectEDH-3 LG ANEH033B1 Electric duct heater 3.0 kW 1' - 0" 0' - 6" 1' - 0"5 208 V 1 Furnish disconnectEDH-4 LG ANEH053B1 Electric duct heater 5.0 kW 1' - 0" 0' - 6" 1' - 0"5 208 V 1 Furnish disconnectNo Scale2ROOF CURB DETAILNo Scale3TYPICAL HEAT PUMP STAND DETAILNo Scale4WIRING DIAGRAM12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET1. 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 CONFORMANCEENERGY PROGRAM COMPLIANCE NOTES111111 ERV-7FC-6FC-5ERV-5ERV-6FC-7FC-9EBH-1EBH-1EBH-3/1M401/1M401/1M401/1M405/1M402/1M402/1M403/1M403/1M404/1M404TRASHROOM116BICYCLEROOM115LEASINGOFFICE104FC-48"ø8"8"øERV-8EWH-1FITNESSCENTER108RESIDENTLOUNGE107PET RELIEFAREA111COMMERCIALTENANTSPACE119LOBBY101PACKAGEROOM102ELEVATORLOBBY106ELEV 2ELEV 1CENTRALSTAIRYOGASTUDIO109A1A200EDH-1EBH-2EBH-3EBH-3EBH-3EBH-3EBH-3EBH-3EBH-3EBH-3EDH-2EDH-2EDH-2EDH-4EDH-4EDH-3EBH-2TELECOMROOM118UTILITYCORRIDOR117EWH-1EWH-111111111ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION3/32" = 1'-0"1ST FLOOR PLANM101Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT3/32" = 1'-0"11ST FLOOR PLAN12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 1M001ERV-1RISERERV-2RISERERV-3RISERERV-4RISER4"ø6"ø4"ø4"ø6"ø4"ø4"ø4"ø4"ø4"ø4"ø4"ø4"ø4"ø4"ø6"ø6"ø4"ø4"ø14"x6"16"x6"16"x6"12"x6"4"ø4"ø4"ø4"ø4"ø6"ø6"x6"4"ø4"ø4"ø6"ø4"ø4"ø4"ø8"ø4"ø6"ø4"ø4"ø6"ø4"ø4"ø4"ø4"ø6"x6"12"x6"6"ø20"x6"16"x6"6"ø4"ø12"x6"6"ø4"ø4"ø4"ø6"ø12"x6"6"ø6"ø4"ø8"x6"4"ø4"ø4"ø6"ø4"ø4"ø4"ø4"ø6"x6"4"ø6"ø6"ø20"x6"4"ø4"ø18"x6"6"ø4"ø4"ø4"ø4"ø4"ø4"ø4"ø4"ø4"ø4"ø12"x6"4"ø4"ø4"ø4"ø4"ø4"ø6"ø6"ø8"ø6"ø4"ø4"ø4"ø4"ø6"ø4"ø6"ø4"ø4"ø6"ø4"ø4"ø16"x6"16"x6"16"x6"12"x6"6"ø4"ø6"ø6"ø6"ø4"ø4"ø4"ø4"ø4"ø4"ø6"ø4"ø4"ø6"x6"4"ø4"ø4"ø4"ø4"ø4"ø/1M410/1M406/1M406/1M407/1M402/1M408/1M406/1M4096"ø4"ø4"ø4"ø4"ø4"ø4"ø4"ø4"ø4"ø4"ø6"ø6"ø4"ø4"ø6"ø4"ø6"ø4"ø4"ø4"ø6"x6"4"ø6"ø4"ø4"ø4"ø4"ø6"ø4"ø4"ø6"øUNIT C1201UNIT A1202UNIT A2203UNIT A3204UNIT A4205UNIT D1206UNIT D2207UNIT D3208UNIT B1209UNIT D4210UNIT A5211UNIT A6212UNIT A7213UNIT A6214UNIT A7215UNIT A6216UNIT A8217UNIT D5218UNIT B2219UNIT D7221UNIT A9222UNIT A10223UNIT A9224UNIT A10225UNIT B3226UNIT D8227UNIT D9228UNIT D10229UNIT D11230UNIT D12231UNIT A11232UNIT A12233UNIT C2234TELECOM236UNIT D6220ELEV 1ELEV 2EAST STAIRCENTRALSTAIRNORTHSTAIRTRASHROOM235ELEVATORLOBBY238NORTHCORRIDOR239SOUTHCORRIDOR240ELEC/DATA2371ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION3/32" = 1'-0"2ND FLOOR PLANM102Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT3/32" = 1'-0"12ND FLOOR PLANM102 GENERAL NOTES1. 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.12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SETCOORDINATE LOCATION OF SUPPLY AND RETURN REGISTERS AND LOCATIONS OF ACCESS PANELS WITH ID DRAWINGS 1M001/1M415/1M411/1M411/1M412/1M412/1M413/1M413/1M414/1M411/1M4144"ø6"ø4"ø4"ø6"ø4"ø4"ø4"ø4"ø4"ø4"ø4"ø4"ø4"ø6"ø6"ø4"ø4"ø14"x6"16"x6"16"x6"12"x6"4"ø4"ø4"ø4"ø4"ø6"ø6"x6"4"ø4"ø4"ø6"ø4"ø4"ø4"ø8"ø4"ø6"ø4"ø4"ø6"ø4"ø4"ø4"ø4"ø6"x6"12"x6"6"ø20"x6"16"x6"6"ø4"ø12"x6"6"ø4"ø4"ø4"ø6"ø12"x6"6"ø6"ø4"ø8"x6"4"ø4"ø4"ø6"ø4"ø4"ø4"ø4"ø6"x6"4"ø6"ø6"ø20"x6"4"ø4"ø18"x6"6"ø4"ø4"ø4"ø4"ø4"ø6"ø4"ø4"ø4"ø6"ø6"ø12"x6"4"ø4"ø4"ø4"ø4"ø4"ø6"ø6"ø8"ø6"ø4"ø4"ø4"ø4"ø6"ø4"ø6"ø4"ø4"ø6"ø4"ø4"ø16"x6"16"x6"16"x6"12"x6"6"ø6"ø6"ø6"ø6"ø4"ø4"ø4"ø4"ø4"ø4"ø6"ø4"ø4"ø6"x6"4"ø4"ø4"ø4"ø4"ø4"ø6"ø4"ø4"ø4"ø4"ø4"ø4"ø6"ø4"ø4"ø4"ø6"ø6"ø4"ø4"ø6"ø4"ø6"ø4"ø4"ø4"ø6"x6"6"ø6"ø4"ø4"ø4"ø4"ø6"ø4"ø4"ø6"ø6"ø4"ø4"ø6"ø4"ø4"ø4"ø4"ø4"ø6"ø4"ø6"ø4"ø4"ø6"ø4"ø6"ø6"ø6"ø6"ø4"ø6"ø6"øUNIT C1301UNIT A1302UNIT A2303UNIT A3304UNIT A4305UNIT D1306UNIT D2307UNIT D3308UNIT B1309UNIT D4310UNIT A5311UNIT A6312UNIT A7313UNIT A6314UNIT A7315UNIT A6316UNIT A8317UNIT D5318UNIT B2319UNIT D7321UNIT A13322UNIT A14323UNIT A13324UNIT A14325UNIT B3326UNIT D8327UNIT D9328UNIT D10329UNIT D11330UNIT D12331UNIT A11332UNIT A12333UNIT C2334TELECOM336UNIT D6320ELEV 1ELEV 2EAST STAIRCENTRALSTAIRNORTHSTAIRTRASHROOM335ELEVATORLOBBY338NORTHCORRIDOR339SOUTHCORRIDOR340ELEC/DATA337COORDINATE LOCATION OF SUPPLY AND RETURN REGISTERS AND LOCATIONS OF ACCESS PANELS WITH ID DRAWINGS1ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION3/32" = 1'-0"3RD FLOOR PLANM103Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT3/32" = 1'-0"13RD FLOORM103 GENERAL NOTES1. 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.12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET /1M417/1M416/1M420/1M416/1M419/1M416/1M419/1M418/1M417/1M4184"ø4"ø4"ø6"ø4"ø4"ø4"ø4"ø4"ø4"ø4"ø4"ø4"ø4"ø6"ø6"ø4"ø4"ø14"x6"16"x6"16"x6"12"x6"4"ø4"ø4"ø4"ø4"ø6"ø6"x6"4"ø4"ø6"ø6"ø4"ø4"ø4"ø8"ø4"ø6"ø4"ø4"ø6"ø4"ø4"ø4"ø4"ø6"x6"12"x6"20"x6"16"x6"6"ø4"ø12"x6"6"ø4"ø4"ø4"ø6"ø12"x6"6"ø6"ø4"ø8"x6"4"ø4"ø4"ø6"ø4"ø4"ø4"ø4"ø6"x6"4"ø6"ø6"ø20"x6"4"ø4"ø18"x6"6"ø4"ø4"ø4"ø4"ø4"ø6"ø4"ø4"ø4"ø6"ø6"ø12"x6"4"ø4"ø4"ø16"x6"16"x6"16"x6"12"x6"6"ø6"ø6"ø6"ø6"ø4"ø4"ø4"ø4"ø4"ø4"ø6"ø4"ø4"ø6"x6"4"ø4"ø4"ø4"ø4"ø4"ø6"ø4"ø4"ø4"ø4"ø4"ø4"ø6"ø4"ø4"ø4"ø6"ø6"ø4"ø4"ø6"ø4"ø4"ø4"ø6"x6"6"ø6"ø4"ø4"ø4"ø4"ø6"ø4"ø4"ø6"ø4"ø4"ø6"ø6"ø4"ø4"ø4"ø6"ø6"ø6"ø4"ø4"ø6"ø4"ø6"ø6"ø4"ø4"ø6"ø4"ø4"ø6"ø6"ø6"øUNIT C1401UNIT A1402UNIT A2403UNIT A3404UNIT A4405UNIT D1406UNIT D2407UNIT D3408UNIT B1409UNIT D4410UNIT A5411UNIT A6412UNIT A7413UNIT A6414UNIT A7415UNIT A6416UNIT A8417UNIT D5418UNIT D13420UNIT B4422UNIT A15423UNIT A13424UNIT A14425UNIT B3426UNIT D8427UNIT D9428UNIT D10429UNIT D11430UNIT D12431UNIT A11432UNIT A12433UNIT C2434TELECOM436ELEV 1ELEV 2EAST STAIRCENTRALSTAIRNORTHSTAIRTRASHROOM435ELEVATORLOBBY438NORTHCORRIDOR439SOUTHCORRIDOR440ELEC/DATA437COORDINATE LOCATION OF SUPPLY AND RETURN REGISTERS AND LOCATIONS OF ACCESS PANELS WITH ID DRAWINGS1ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION3/32" = 1'-0"4TH FLOOR PLANM104Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT3/32" = 1'-0"14TH FLOOR PLANM104 GENERAL NOTES1. 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.12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET /1M422/1M421/1M425/1M421/1M421/1M424/1M423/1M424/1M407/1M4234"ø4"ø14"x6"16"x6"16"x6"12"x6"6"ø4"ø6"ø6"ø6"x6"6"ø6"ø4"ø4"ø4"ø8"ø4"ø6"ø4"ø4"ø6"ø4"ø4"ø4"ø4"ø6"x6"12"x6"20"x6"16"x6"6"ø4"ø12"x6"6"ø4"ø4"ø4"ø6"ø12"x6"6"ø6"ø4"ø8"x6"4"ø4"ø4"ø6"ø4"ø4"ø4"ø4"ø6"x6"4"ø6"ø6"ø20"x6"4"ø4"ø18"x6"6"ø4"ø4"ø4"ø4"ø4"ø6"ø4"ø4"ø4"ø6"ø6"ø12"x6"4"ø4"ø4"ø16"x6"16"x6"16"x6"12"x6"6"ø6"ø6"ø6"ø6"ø4"ø4"ø4"ø4"ø4"ø4"ø6"ø4"ø4"ø6"x6"4"ø4"ø4"ø4"ø4"ø4"ø6"ø4"ø4"ø4"ø6"ø4"ø4"ø4"ø6"ø6"ø4"ø4"ø6"ø4"ø4"ø6"x6"6"ø6"ø4"ø4"ø4"ø4"ø6"ø4"ø4"ø6"ø4"ø4"ø6"ø6"ø4"ø4"ø4"ø6"ø6"ø6"ø4"ø4"ø4"ø4"ø4"ø4"ø4"ø4"ø6"ø4"ø6"ø6"ø6"ø6"ø6"ø6"ø6"ø6"ø4"ø4"ø6"ø4"ø6"ø6"ø6"øUNIT C1501UNIT A1502UNIT A2503UNIT A3504UNIT A4505UNIT D1506UNIT D2507UNIT D3508UNIT B1509UNIT D4510UNIT A5511UNIT A6512UNIT A7513UNIT A6514UNIT A7515UNIT A6516UNIT A8517UNIT D5518UNIT D13520UNIT B4522UNIT A15523UNIT A13524UNIT A14525UNIT D14527UNIT B5530UNIT D12531UNIT A11532UNIT A12533UNIT C2534TELECOM536ELEV 1ELEV 2EAST STAIRCENTRALSTAIRNORTHSTAIRTRASHROOM535ELEVATORLOBBY538NORTHCORRIDOR539SOUTHCORRIDOR540ELEC/DATA537COORDINATE LOCATION OF SUPPLY AND RETURN REGISTERS AND LOCATIONS OF ACCESS PANELS WITH ID DRAWINGS14"ø4"ø4"ø6"ø4"ø1111ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION3/32" = 1'-0"5TH FLOOR PLANM105Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT3/32" = 1'-0"15TH FLOORM105 GENERAL NOTES1. 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.12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET ERV-3RISERHP-3APT 229HP-3APT 228HP-3APT 328HP-3APT 428HP-3APT 429HP-3APT 329ERV-1HP-3APT 227HP-3APT 427HP-3APT 327HP-3APT 230HP-3APT 430HP-3APT 330HP-2APT 226HP-2APT 326HP-3APT 527HP-2APT 426HP-1APT 530HP-3APT 231HP-3APT 331HP-3APT 531HP-3APT 431HP-1APT 232HP-1APT 332HP-1APT 532HP-1APT 432HP-1APT 233HP-1APT 333HP-1APT 533HP-2APT 334HP-2APT 534HP-2APT 434HP-2APT 234HP-1APT 433HP-3APT 221HP-1APT 322HP-1APT 222HP-1APT 323HP-1APT 223HP-1APT 324HP-1APT 224HP-1APT 325HP-1APT 225HP-1APT 525HP-1APT 425HP-1APT 524HP-1APT 424HP-1APT 523HP-1APT 423HP-2APT 522HP-2APT 422HP-3APT 321HP-3APT 220HP-2APT 219HP-3APT 318HP-3APT 518HP-3APT 418HP-3APT 218HP-2APT 319HP-3APT 320HP-1APT 217HP-1APT 417HP-1APT 216HP-1APT 416HP-1APT 516HP-1APT 517HP-1APT 317HP-1APT 316HP-3APT 410HP-3APT 210HP-3APT 310HP-3APT 510HP-1APT 212HP-1APT 412HP-1APT 211HP-1APT 411HP-1APT 511HP-1APT 311HP-1APT 512HP-1APT 312HP-1APT 413HP-1APT 213HP-1APT 414HP-1APT 214HP-1APT 415HP-1APT 215HP-1APT 315HP-1APT 515HP-1APT 314HP-1APT 514HP-1APT 313HP-1APT 513HP-2APT 201HP-2APT 401HP-2APT 501HP-2APT 301HP-1APT 202HP-1APT 402HP-1APT 203HP-1APT 403HP-1APT 204HP-1APT 404HP-1APT 205HP-1APT 405HP-1APT 505HP-1APT 305HP-1APT 504HP-1APT 304HP-1APT 503HP-1APT 303HP-1APT 502HP-1APT 302HP-3APT 206HP-3APT 406HP-3APT 306HP-3APT 506HP-3APT 207HP-3APT 407HP-3APT 507HP-3APT 307HP-3APT 408HP-3APT 208HP-3APT 508HP-3APT 308HP-2APT 509HP-2APT 309HP-2APT 209HP-2APT 409HP-4TRASH ROOMHP-4BIKE ROOMHP-5FITNESS + YOGAHP-6COMM TENANT 6HP-7LOBBYERV-2ERV-3ERV-4ALTA SIGRIST (AL-161010/ALTC-S18)PRE-MANUFACTURED PIPE CURB, TYPICAL FOR EACH GROUP OFHEAT PUMPS. INSTALL AS PER MANUFACTURER INSTRUCTIONS,PROVIDE ALL FASTENERS REQUIRED.COORDINATE WITH ROOFERKEEP ALL ROOFTOP EQUIPMENT 12' FROM ANY ROOF EDGE.HP-8ELEVATORHP-8ELEVATORFC-8FC-8SPACE ON ROOF RESERVED FOR FUTURE EQUIPMENTTO SERVE FIRST FLOOR COMMERCIAL SPACESCUSTOM 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 DUCTWORKEF-1EF-230"ø10"øCUSTOM 3' TALL CURB,CURB SHALL HAVE OPENINGSFOR GARAGE EXHAUST DUCTSTO 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-3APT 420HP-3APT 520CUSTOM 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 DUCTWORKPROVIDE AEROSEAL DUCT SEALING FOR ALL ASSOCIATED DUCTWORKCUSTOM 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 DUCTWORKPROVIDE AEROSEAL DUCT SEALING FOR ALL ASSOCIATED DUCTWORKPROVIDE MOTORIZEDDAMPER AT ROOFPENETRATION FOR EF-1 & EF-2ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION3/32" = 1'-0"ROOF PLANM106Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT3/32" = 1'-0"1ROOF PLAN12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SETM106 GENERAL NOTES1. KEEPALL ROOFTOP EQUIPMENT12' FROM ANY ROOF EDGE. ERV-6EBH-3ERV-7D1,400/1M405/1M402/1M402/1M404/1M405/1M40318"x10"8"ø8"ø8"ø8"ø8"øA508"ø8"ø10"ø10"øA200A200WL-112"x18"18"x10"8"x8"8"x8"10"ø10"øCOMMERCIALTENANTSPACE119BICYCLEROOM115ELEV 2ELEV 1CENTRALSTAIRELEVATORLOBBY106TRASHROOM116ELEVATORLOBBY106FC-410"ø10"ø10"ø10"øERV-8J350BRASCH CONTROL PANEL,WIRING UP TO EF-1 ON ROOF1.5 HOURFIRE DAMPER,DUCT ACCESSPANEL1.5 HOURFIRE DAMPER,DUCT ACCESS PANELF350F350EWH-1ELECTRICROOM122WL-1A1A1K30FC-4A50E70CEILING MOUNTED OCCUPANCY SENSORMOTORIZED DAMPERMOTORIZED DAMPER2' - 6"EWH-16"øEDH-2EDH-2EDH-2TO ERV-61OPEN TO CEILING SPACE FOR PLENUM RETURNERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"1ST FLOOR COREENLARGED PLANM401Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"11ST FLOOR HVAC ENLARGED - CORE12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SETM401 GENERAL NOTES1. COORDINATE ALL SLOT DIFFUSER LENGTHS AND LOCATIONS WITH ID401_R.1 EBH-3EBH-1/1M403/1M401COMMERCIALTENANTSPACE119CO AND NO2 SENSORS22"x52"10"øPROVIDE PROVIDE 3HR FIRE/SMOKE DAMPER AT PLANK PENETRATION3" DUCT INSULATION, BIRD SCREENMOTORIZED DAMPER AT GARAGE CEILING PLANE,DUCT UP TO EF-2 ON ROOFPROVIDE 3HR FIRE/SMOKE DAMPER AT PLANK PENETRATION,3" DUCT INSULATION, BIRD SCREENMOTORIZED DAMPER AT GARAGE CEILING PLANE,DUCT UP TO EF-1 ON ROOFEBH-3EBH-3EWH-1EAST STAIR123TELECOMROOM118UTILITYCORRIDOR117ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"1ST FLOOR EASTENLARGED PLANM402Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"11ST FLOOR EAST ENLARGED PLAN12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET EBH-3EBH-1EBH-1FC-7D1,400FC-9/1M402/1M404/1M402/1M404/1M4018"ø10"ø10"øA200A20024"x10"16"x4"24"x10"8"ø10"øG50A40COMMERCIALTENANTSPACE119ELEV 2ELEV 1CENTRALSTAIRTRASHROOM116LEASINGOFFICE104LOBBY101WATERSERVICEROOM105ELEVATORLOBBY106FC-4F350A1A16"ø4"øA200A1A18"LG AC SMARTGLOBAL CONTROLLERTO ERV-62' - 6"2' - 6"2' - 6"EBH-2EBH-2EBH-3EBH-3EBH-3EBH-3EBH-3EBH-3EBH-3EBH-3TELECOMROOM118UTILITYCORRIDOR117EDH-411ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"1ST FLOOR SOUTHENLARGED PLANM403Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"11ST FLOOR SOUTH ENLARGED PLAN12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET ERV-6EBH-1ERV-7FC-6D1,000FC-7D1,400FC-520"x12"A20012"x18"B200E100ERV-5D1,400A200FC-9/1M401/1M401/1M403/1M40318"x10"8"ø8"ø8"ø8"ø8"øA508"ø8"ø10"ø10"øA200A200WL-112"x18"18"x10"8"x8"8"x8"12"ø12"ø12"ø12"ø10"ø10"ø20"x12"8"ø6"øB1506"øB1258"øA210A140A200A20016"x12"18"x10"10"øA13514"x10"10"øB300B270A175A17524"x10"16"x10"16"x4"24"x10"8"ø10"ø6"ø10"ø8"ø8"ø8"ø8"øA250A225A22510"øG50A40BICYCLEROOM115ELEV 2ELEV 1CENTRALSTAIRELEVATORLOBBY106TRASHROOM116LEASINGOFFICE104LOBBY101WATERSERVICEROOM105RESIDENTLOUNGE107PACKAGEROOM102MAIL ROOM103FITNESSCENTER108YOGASTUDIO109PET RELIEFAREA111MOTORIZED DAMPER ONOA & EA DUCT, TYPFOR ERV-5, 6, 7FC-410"ø10"ø10"ø10"øERV-8J350BRASCH CONTROL PANEL,WIRING UP TO EF-1 ON ROOF1.5 HOURFIRE DAMPER,DUCT ACCESSPANEL1.5 HOURFIRE DAMPER,DUCT ACCESS PANELF350F350WL-1A1A16"ø4"øA200A1A18"A1A1A1A2008"ø8" TAP FROMBELOW, FLEX CONNECTIONTO LINEAR DIFFUSER,TYPICAL16"x8"20"x12"8"øA2108"ø8"øB1OPEN TO CEILING RETURN PLENUM6"øK506"ø6"øK30K304"øFC-4B50A1A1A1A5012"x6"10"øB1A175A1758" TAP FROMBELOW, FLEX CONNECTIONTO LINEAR DIFFUSER,TYPICALA135A1E70E70LG AC SMARTGLOBAL CONTROLLERTO ERV-6CEILING MOUNTED OCCUPANCY SENSORMOTORIZED DAMPERMOTORIZED DAMPER6"ø6"øA1A13' - 0"3' - 0"2' - 6"2' - 6"2' - 6"1' - 0"2' - 0"2' - 6"RETURN LINEAR3'X6' ACCESSPANEL3'X6' ACCESSPANEL6"ø6"ø6"ø6"øEDH-4EDH-1EDH-2EDH-2EDH-2EDH-3EDH-4TO ERV-6.TO ERV-6B1A1A1111111111OPEN TO CEILING SPACE FOR PLENUM RETURN1ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"1ST FLOOR WESTENLARGED PLANM404Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"11ST FLOOR WEST ENLARGED PLAN12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SETM404 GENERAL NOTES1. COORDINATE ALL SLOT DIFFUSER LENGTHS AND LOCATIONSWITH ID401_R.2. COORDINATEALL OCCUPANCY SENSOR LOCATIONS WITH ID401AND E404 R DRAWINGS.1 /1M402/1M402ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"1ST FLOOR NORTHENLARGED PLANM405Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"11ST FLOOR NORTH ELARGED PLAN12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET FC-2FC-1FC-1FC-2FC-3FC-24"ø4"ø4"ø4"ø6"ø4"ø4"ø4"øFC-34"ø6"ø6"x6"12"x6"FC-3FC-26"ø8"x6"6"ø4"ø4"ø4"ø4"ø4"ø6"ø16"x6"FC-2FC-316"x30"16"x30"PROVIDE ALDES CAR DAMPER AND CEILING RADIATION DAMPER AT ALL REGISTERS, TYPICAL ALL APARTMENTS/1M408PROVIDE RUSKIN FSD35FIRE/SMOKE DAMPER, TYPICALFOR ALL SHAFT PENETRATIONSPROVIDE 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/1M410/1M407/1M409G20G25G20H20H25H20G25G20H25H20H20G45G45H25H20G25H25H35H20G20G20G25H20H256"ø4"ø6"ø4"ø4"ø6"ø4"øG104"ø6"øH60H506"ø4"ø4"ø4"ø4"øUNIT C1201UNIT B3226UNIT D12231UNIT A11232UNIT A12233UNIT C2234ELEV 1ELEV 2CENTRALSTAIRNORTHSTAIRTRASHROOM235ELEVATORLOBBY238NORTHCORRIDOR239SOUTHCORRIDOR240ELEC/DATA237PROVIDE PROVIDE 12"X12" CEILING ACCESS PANELAND 12"X12" DUCT ACCESS PANEL FOR FIRE/SMOKEDAMPER ACESS, TYPICALFOR ALL SHAFT PENETRATIONS1ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"2ND FLOOR COREENLARGED PLANM406Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"12ND FLOOR CORE ENLARGED PLAN12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET 1M0014"ø4"ø6"ø6"ø6"ø4"ø4"ø6"ø4"ø6"ø4"ø4"ø6"ø6"x6"12"x6"16"x6"4"ø6"ø6"ø6"ø4"ø4"ø4"ø4"ø4"ø4"øFC-2FC-2FC-3FC-3FC-16"ø6"ø4"ø4"ø4"ø4"øFC-2FC-216"x6"4"ø4"ø4"ø4"ø6"ø4"ø4"øFC-2FC-2FC-3FC-2FC-34"ø16"x6"12"x6"8"x6"8"x6"6"ø4"ø/1M408/1M406PROVIDE RUSKIN FSD35FIRE/SMOKE DAMPER, TYPICALFOR ALL SHAFT PENETRATIONSPROVIDE 12"X12" CEILING ACCESS PANELAND 12"X12" DUCT ACCESS PANEL FOR FIRE/SMOKEDAMPER ACESS, CONTRACTOR SHALLCOORDINATE ACCESS PANELLOCATIONS WITH ID DRAWINGS,TYPICALFOR ALL SHAFT PENETRATIONSrefer to unit 212 sheet M408H20H25G20G35H35G25H20G20G20H204"øG20G20G40H40H20H20H30G30H25H20H20H25G25G20G20G454"ø6"øH20H20G45H25H20G45H25H25G45H206"ø6"ø4"ø4"ø6"øG606"øUNIT A1202UNIT A2203UNIT A3204UNIT A4205UNIT D1206UNIT D2207UNIT D3208UNIT B1209TELECOM236EAST STAIRFC-1FC-11122"x52"10"ø111ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"2ND FLOOR EASTENLARGED PLANM407Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"12ND FLOOR EAST ENLARGED PLAN12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET 8"x6"6"ø6"ø16"x6"12"x6"8"x6"6"x6"4"ø4"ø4"ø4"ø4"ø4"ø6"ø6"ø4"ø4"ø4"ø6"ø4"ø4"ø4"ø4"ø6"ø4"ø4"øFC-2FC-2FC-3FC-18"x6"6"ø6"ø4"ø4"ø4"ø20"x6"16"x30"/1M406/1M407/1M409H20G45H25G45H25H20H20H25G45G45H25H20G45H25H25G45H25H45H20G45G20H20G20G456"øH20H20H206"ø6"ø6"ørefer to unit 212 this sheetrefer to unit 213 this sheetrefer to unit 212 this sheetrefer to unit 213 this sheetFC-1FC-16"ø6"ø6"ø6"ø6"ø6"øG60UNIT D4210UNIT A5211UNIT A6212UNIT A7213UNIT A6214UNIT A7215UNIT A6216UNIT A8217SOUTHCORRIDOR240PROVIDE PROVIDE 12"X12" CEILING ACCESS PANELAND 12"X12" DUCT ACCESS PANEL FOR FIRE/SMOKEDAMPER ACESS, TYPICALFOR ALL SHAFT PENETRATIONS1ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"2ND FLOOR SOUTHENLARGED PLANM408Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"12ND FLOOR SOUTH ENLARGED PLAN12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET 6"x6"FC-2FC-2FC-1FC-1FC-3FC-2FC-3FC-2FC-2FC-2FC-218"x6"20"x6"20"x6"4"ø4"ø4"ø4"ø4"ø4"ø4"ø4"ø4"ø4"ø12"x6"4"ø4"ø4"ø4"ø4"ø6"ø6"ø6"ø6"ø4"ø4"ø4"ø6"ø6"ø4"ø4"ø4"ø4"øFC-3FC-316"x30"16"x30"/1M406/1M408PROVIDE RUSKIN FSD35FIRE/SMOKE DAMPER, TYPICALFOR ALL SHAFT PENETRATIONSPROVIDE 12"X12" CEILING ACCESS PANELAND 12"X12" DUCT ACCESS PANEL FOR FIRE/SMOKEDAMPER ACESS, CONTRACTOR SHALL COORDINATE ACCESSPANEL LOCATIONS WITH ID DRAWINGS, TYPICAL FOR ALL SHAFT PENETRATIONSH20G20G20G40H40H20H25G20G45G45H25H20H20G45G45H25H20H20H20G20H20H25G25H25H20G20G25H25H20G204"øH204"øH204"ø6"ø6"øH256"ø6"øG20G25refer to unit 222 this sheetrefer to unit 223 this sheet6"ø6"øG204"ø4"ø4"ø4"ø4"ø4"ø4"ø6"øUNIT D5218UNIT B2219UNIT D7221UNIT A9222UNIT A10223UNIT A9224UNIT A10225UNIT D6220ELEVATORLOBBY238ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"2ND FLOOR WESTENLARGED PLANM409Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"12ND FLOOR WEST ENLARGED PLAN12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 FC-2FC-2FC-2FC-2FC-2FC-2FC-2FC-2FC-2FC-3FC-3FC-3FC-34"ø4"ø4"ø4"ø6"øFC-312"x6"16"x6"16"x6"14"x6"4"ø4"ø4"ø6"ø4"ø6"ø4"ø4"ø4"ø6"ø4"ø4"ø4"ø4"ø4"ø4"ø4"ø4"ø4"ø4"ø4"ø4"ø4"ø16"x30"16"x30"/1M406PROVIDE RUSKIN FSD35FIRE/SMOKE DAMPER, TYPICALFOR ALL SHAFT PENETRATIONSPROVIDE 12"X12" CEILING ACCESS PANELAND 12"X12" DUCT ACCESS PANEL FOR FIRE/SMOKE DAMPER ACESS, CONTRACTOR SHALL COORDINATE ACCESSPANEL LOCATIONS WITH ID DRAWINGS, TYPICALFOR ALL SHAFT PENETRATIONSG20G20G20G25G20G35G20G25G20G20G20G25G20G20G45H20H20H20H20H25H35H20H20H45H25H20H20H20H25H206"ø6"ø6"ø4"øG504"øUNIT B3226UNIT D8227UNIT D9228UNIT D10229UNIT D11230NORTHSTAIRMAINTENANCECLOSET2381111ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"2ND FLOOR NORTHENLARGED PLANM410Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"12ND FLOOR NORTH ENLARGED PLAN12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET NORTH CORRIDOR204Not Enclosed16"x30"16"x30"/1M415/1M415/1M412/1M414/1M413/1M413refer to unit 201 sheet M406refer to unit 234 sheet M406refer to unit 233 sheet M406refer to unit 232 sheet M406refer to unit 231 sheet M406G20G25G20H20H25H20G25G20H25H20H20G45G45H25H20G25H25H35H20G20G20G25H20H25G10I60H20H20G20G25G20H20H25H20H506"ø6"ø6"ø6"ø6"ø8"ø20"x8"20"x6"4"ø4"ø4"ø4"ø4"ø4"ø4"ø4"ø4"ø4"ø4"ø4"ø6"ø12"x6"16"x6"16"x6"UNIT C1301UNIT A1302UNIT B3326UNIT D12331UNIT A11332UNIT A12333UNIT C2334ELEV 1ELEV 2CENTRALSTAIRNORTHSTAIRTRASHROOM335ELEVATORLOBBY338NORTHCORRIDOR339SOUTHCORRIDOR340ELEC/DATA337ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"3RD FLOOR COREENLARGED PLANM411Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"13RD FLOOR CORE ENLARGED PLAN12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET 1M00116"x30"16"x30"/1M413/1M411/1M413refer to unit 202 sheet M407refer to unit 203 sheet M407refer to unit 212 sheet M408refer to unit 205 sheet M407refer to unit 206 sheet M407refer to unit 207 sheet M407refer to unit 208 sheet M407refer to unit 209 sheet M407H20H25G20G35H35G25H20G20G20H20G20G20G40H40H20H20H30G30H25H20H20H25G25G20G20G45H20H20G45H25H20G45H25H25G45H20G60G606"ø6"ø6"ø6"ø6"ø6"ø6"ø4"ø6"ø8"x6"12"x6"20"x8"20"x6"4"ø4"ø6"ø6"ø6"ø4"ø4"ø4"ø6"ø6"ø6"ø6"ø6"ø16"x6"16"x6"12"x6"4"ø6"ø6"ø4"ø4"ø4"ø4"ø4"ø6"ø6"ø4"ø4"ø4"ø4"ø4"ø4"ø6"x6"6"ø4"ø4"ø6"x6"4"ø6"ø6"ø6"ø4"ø6"ø4"ø4"ø4"ø4"ø16"x6"12"x6"8"x6"8"x6"UNIT A1302UNIT A2303UNIT A3304UNIT A4305UNIT D1306UNIT D2307UNIT D3308UNIT B1309TELECOM336EAST STAIRSOUTHCORRIDOR340ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"3RD FLOOR EASTENLARGED PLANM412Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"13RD FLOOR EAST ENLARGED PLAN12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET /1M411/1M41220 CFMrefer to unit 210 sheet M408refer to unit 211 sheet M408refer to unit 212 sheet M408refer to unit 213 sheet M408refer to unit 212 sheet M408refer to unit 213 sheet M408refer to unit 212 sheet M408refer to unit 213 sheet M408H20G20H20H20H20G60H20G45H25G45H25H20H20H25G45G45H25H20G45H25H25G45H25H25H20G25G20H20G20G45H20H20H20G60H20H20H20G20H206"ø6"ø6"ø6"ø6"ø6"ø6"ø6"ø6"ø4"ø4"ø4"ø4"ø4"ø4"ø6"ø6"ø4"ø4"ø6"ø6"ø6"ø6"ø4"ø4"ø4"ø4"ø4"ø6"ø6"ø4"ø4"ø4"ø6"ø4"ø6"ø8"x6"12"x6"8"ø20"x8"20"x6"4"ø4"ø4"ø4"ø4"ø4"ø4"ø6"ø6"ø6"ø4"ø4"ø4"ø4"ø4"ø6"ø4"ø4"ø4"ø16"x6"12"x6"8"x6"8"x6"UNIT D4310UNIT A5311UNIT A6312UNIT A7313UNIT A6314UNIT A7315UNIT A6316UNIT A8317TELECOM336ELEV 1SOUTHCORRIDOR340ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"3RD FLOOR SOUTHENLARGED PLANM413Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"13RD FLOOR SOUTH ENLARGED PLAN12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET 16"x30"16"x30"/1M413/1M411/1M411refer to unit 213 sheet M408refer to unit 218 sheet M409refer to unit 219 sheet M409refer to unit 220 sheet M409refer to unit 221 sheet M409refer to unit 202 sheet M407refer to unit 203 sheet M407refer to unit 202 sheet M407refer to unit 223 sheet M409H20I60H20G45H25H20H20G20G20G40H40H20H25G20G45G45H25H20H20G45G45H25H20H20H20G20H20H25G25H25H20G20G25H25H20G20H20H20H25G20G25G206"ø6"ø6"ø6"ø6"ø4"ø4"ø6"ø6"ø18"x6"4"ø6"ø6"ø4"ø4"ø4"ø4"ø4"ø4"ø6"ø4"ø6"ø6"ø6"ø6"ø6"ø6"ø4"ø6"ø6"ø6"ø4"ø6"ø4"ø4"ø4"ø4"ø4"ø4"ø4"ø4"ø4"ø4"ø4"ø4"ø4"ø4"ø4"ø4"ø4"ø6"ø4"ø4"øUNIT A8317UNIT D5318UNIT B2319UNIT D7321UNIT A13322UNIT A14323UNIT A13324UNIT A14325UNIT D6320TRASHROOM335ELEVATORLOBBY338ELEC/DATA337ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"3RD FLOOR WESTENLARGED PLANM414Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"13RD FLOOR WEST ENLARGED PLAN12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET 16"x30"16"x30"/1M411refer to unit 226 sheet M410refer to unit 227 sheet M410refer to unit 228 sheet M410refer to unit 229 sheet M410refer to unit 230 sheet M410G20G25G20H20H25H20G20G20G20G25G20G35G20G25G20G20G20G25G20G20G45H20H20H20H20H25H35H20H20H45H25H20H20H20H25H20G504"ø4"ø4"ø4"ø4"ø6"ø12"x6"16"x6"16"x6"14"x6"4"ø4"ø4"ø4"ø6"ø4"ø4"ø6"ø4"ø4"ø6"ø4"ø4"ø6"ø6"ø6"ø6"ø4"ø6"ø4"ø4"ø4"ø4"ø4"ø4"ø4"ø4"ø4"øUNIT B3326UNIT D8327UNIT D9328UNIT D10329UNIT D11330NORTHSTAIRNORTHCORRIDOR339MAINTENANCECLOSET338ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"3RD FLOOR NORTHENLARGED PLANM415Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"13RD FLOOR NORTH ENLARGED PLAN12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET 16"x30"16"x30"/1M420/1M418/1M419/1M419/1M418refer to unit 201 sheet M406refer to unit 234 sheet M406refer to unit 233 sheet M406refer to unit 232 sheet M406refer to unit 231 sheet M406refer to unit 226 sheet M410G20G25G20H20H25H20G25G20H25H20H20G45G45H25H20G25H25H35H20G20G20G25H20H25G10I60H20G20G25G20H20H25H20H5012"x6"4"ø6"ø4"ø4"ø4"ø4"ø16"x6"20"x6"6"ø20"x8"20"x6"6"ø6"ø8"ø8"x6"4"ø4"ø6"ø6"ø4"ø4"ø4"ø8"ø6"ø6"x6"6"ø6"ø4"ø4"ø4"ø4"ø12"x6"6"x6"6"x6"6"ø6"ø4"ø6"ø4"ø6"ø6"ø4"ø4"ø4"ø4"ø4"ø6"ø4"ø6"ø6"øUNIT C1401UNIT B3426UNIT D12431UNIT A11432UNIT A12433UNIT C2434ELEV 1ELEV 2CENTRALSTAIRNORTHSTAIRTRASHROOM435ELEVATORLOBBY438NORTHCORRIDOR439SOUTHCORRIDOR440ELEC/DATA437ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"4TH FLOOR COREENLARGED PLANM416Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"14TH FLOOR CORE ENLARGED PLAN12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET /1M418/1M418/1M416refer to unit 202 sheet M407refer to unit 203 sheet M407refer to unit 212 sheet M408refer to unit 205 sheet M407refer to unit 206 sheet M407refer to unit 207 sheet M407refer to unit 208 sheet M407refer to unit 209 sheet M407H20H25G20G35H35G25H20G20G20H20G20G20G40H40H20H20H30G30H25H20H20H25G25G20G20G45H20H20G45H25H20G45H25H25G45H20G60G6020"x8"20"x6"6"ø6"ø6"ø6"ø12"x6"16"x6"4"ø4"ø6"ø6"ø6"ø8"x6"6"ø6"ø6"ø6"ø16"x6"16"x6"6"ø4"ø12"x6"4"ø4"ø4"ø4"ø4"ø4"ø4"ø4"ø4"ø4"ø6"ø6"ø4"ø4"ø4"ø4"ø4"ø6"ø6"ø4"ø6"x6"4"ø4"ø6"x6"6"ø6"ø4"ø6"ø6"ø6"ø4"ø6"ø4"ø8"x6"6"ø6"ø4"øUNIT A1402UNIT A2403UNIT A3404UNIT A4405UNIT D1406UNIT D2407UNIT D3408UNIT B1409TELECOM436EAST STAIRSOUTHCORRIDOR440ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"4TH FLOOR EASTENLARGED PLANM417Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"14TH FLOOR EAST ENLARGED PLAN12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET /1M417/1M416/1M419refer to unit 210 sheet M408refer to unit 211 sheet M408refer to unit 212 sheet M408refer to unit 213 sheet M408refer to unit 212 sheet M408refer to unit 213 sheet M408refer to unit 212 sheet M408refer to unit 213 sheet M408G60H20G45H25G45H25H20H20H25G45G45H25H20G45H25H25G45H25H25H20G25G20H20G20G45H20H20H20G60H20H20H2018"x6"20"x6"20"x6"6"ø6"ø6"ø20"x8"20"x6"6"ø6"ø6"ø6"ø12"x6"16"x6"4"ø4"ø6"ø6"ø6"ø4"ø4"ø4"ø4"ø4"ø6"ø8"ø8"x6"4"ø4"ø6"ø6"ø4"ø4"ø4"ø4"ø4"ø4"ø8"ø6"ø6"x6"6"ø6"ø4"ø4"ø6"ø6"ø6"ø4"ø8"x6"6"ø6"ø6"øUNIT D4410UNIT A5411UNIT A6412UNIT A7413UNIT A6414UNIT A7415UNIT A6416UNIT A8417SOUTHCORRIDOR440ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"4TH FLOOR SOUTHENLARGED PLANM418Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"14TH FLOOR SOUTH ENLARGED PLAN12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET 16"x30"16"x30"/1M416/1M418refer to unit 218 sheet M409refer to unit 202 sheet M407refer to unit 203 sheet M407refer to unit 202 sheet M407FC-1FC-3FC-1FC-2FC-3H20H20G45H25H20H20G45G45H25H20H20H20G20H20H25H25G20G25G20H20G25G20H20H20G20H40G40H25G2018"x6"20"x6"20"x6"6"ø6"ø6"ø6"ø6"ø4"ø4"ø4"ø4"ø4"ø4"ø4"ø6"ø6"ø6"ø6"ø12"x6"4"ø4"ø4"ø4"ø6"ø6"ø4"ø4"ø6"ø6"ø4"ø4"ø6"ø4"ø4"ø6"ø6"x6"UNIT D5418UNIT D13420UNIT B4422UNIT A15423UNIT A13424UNIT A14425ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"4TH FLOOR WESTENLARGED PLANM419Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"14TH FLOOR WEST ENLARGED PLAN12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET 16"x30"16"x30"/1M416refer to unit 226 sheet M410refer to unit 227 sheet M410refer to unit 228 sheet M410refer to unit 229 sheet M410refer to unit 230 sheet M410G20G25G20H20H25H20G20G20G20G25G20G35G20G35G20G20G20G25G20G20G45H20H20H20H20H25H35H20H20H45H35H20H20H25H20G5012"x6"4"ø6"ø4"ø4"ø4"ø4"ø16"x6"16"x6"14"x6"4"ø4"ø4"ø4"ø4"ø6"ø4"ø6"ø4"ø4"ø6"ø4"ø4"ø6"ø6"ø8"x6"6"ø6"ø6"ø4"ø4"ø4"ø4"ø4"ø4"ø4"ø4"ø4"ø4"ø4"ø12"x6"UNIT B3426UNIT D8427UNIT D9428UNIT D10429UNIT D11430NORTHSTAIRNORTHCORRIDOR439MAINTENANCECLOSET438ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"4TH FLOOR NORTHENLARGED PLANM420Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"14TH FLOOR NORTH ENLARGED PLAN12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET 16"x30"16"x30"/1M422/1M425/1M424/1M423/1M422/1M424refer to unit 201 sheet M406refer to unit 234 sheet M406refer to unit 233 sheet M406refer to unit 232 sheet M406refer to unit 231 sheet M406G20H20G25G20H25H20H20G45G45H25H20G25H25H35H20G20G20G25H20H25G10I60H20H20H20G20H20G50H50H456"ø4"ø4"ø6"ø12"x6"6"ø16"x6"4"ø20"x8"20"x6"16"x6"8"x6"4"ø6"ø6"ø8"ø4"ø4"ø6"ø4"ø4"ø4"ø6"ø6"ø8"ø6"ø6"ø6"ø4"ø4"ø4"ø4"ø4"ø4"ø6"ø6"ø6"ø6"ø4"ø6"ø6"x6"6"x6"4"ø4"ø4"ø12"x6"12"x6"UNIT C1501UNIT D12531UNIT A11532UNIT A12533UNIT C2534ELEV 1ELEV 2CENTRALSTAIRNORTHSTAIRTRASHROOM535ELEVATORLOBBY538NORTHCORRIDOR539ELEC/DATA537ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"5TH FLOOR COREENLARGED PLANM421Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"15TH FLOOR CORE ENLARGED PLAN12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET /1M423/1M423/1M421refer to unit 202 sheet M407refer to unit 203 sheet M407refer to unit 212 sheet M408refer to unit 205 sheet M407refer to unit 206 sheet M407refer to unit 207 sheet M407refer to unit 208 sheet M407refer to unit 209 sheet M407H20H25G20G35H35G25H20G20G20H20G20G20G40H40H20H20H30G30H25H20H20H25G25G20G20G45H20H20G45H25H20G45H25H25G45H20G60G6020"x8"20"x6"16"x6"8"x6"6"ø6"ø6"ø4"ø4"ø6"ø6"ø6"ø12"x6"8"x6"6"ø6"ø6"ø6"ø8"x6"4"ø6"ø16"x6"16"x6"6"ø16"x6"6"ø6"ø6"ø6"ø6"ø4"ø4"ø4"ø4"ø4"ø4"ø4"ø4"ø4"ø4"ø4"ø4"ø4"ø6"ø6"ø4"ø4"ø4"ø4"ø4"ø4"ø12"x6"6"x6"4"ø6"x6"6"ø6"ø6"ø4"ø4"ø4"ø4"ø4"øUNIT A1502UNIT A2503UNIT A3504UNIT A4505UNIT D1506UNIT D2507UNIT D3508UNIT B1509TELECOM536EAST STAIRSOUTHCORRIDOR540ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"5TH FLOOR EASTENLARGED PLANM422Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"15TH FLOOR EAST ENLARGED PLAN12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET 16"x30"/1M422/1M424/1M421refer to unit 210 sheet M408refer to unit 211 sheet M408refer to unit 212 sheet M408refer to unit 213 sheet M408refer to unit 212 sheet M408refer to unit 213 sheet M408refer to unit 212 sheet M408refer to unit 213 sheet M408G60H20G45H25G45H25H20H20H25G45G45H25H20G45H25H25G45H25H25G25G20H20G20G45H20H20H20G60H20H20H2020"x6"20"x6"18"x6"20"x8"20"x6"16"x6"8"x6"6"ø6"ø6"ø4"ø4"ø6"ø6"ø6"ø12"x6"8"x6"4"ø4"ø4"ø6"ø8"ø4"ø4"ø6"ø4"ø4"ø4"ø4"ø4"ø6"ø6"ø6"ø4"ø6"ø8"x6"4"ø6"ø4"ø4"ø4"ø4"ø4"ø4"ø6"ø6"ø8"ø6"øH20UNIT D4510UNIT A5511UNIT A6512UNIT A7513UNIT A6514UNIT A7515UNIT A6516UNIT A8517TELECOM536ELEV 1SOUTHCORRIDOR540ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"5TH FLOOR SOUTHENLARGED PLANM423Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"15TH FLOOR SOUTH ENLARGED PLAN35 CFM12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET 16"x30"16"x30"/1M421refer to unit 218 sheet M409refer to unit 420 sheet M419refer to unit 422 sheet M419refer to unit 202 sheet M407refer to unit 203 sheet M407refer to unit 202 sheet M407H20H20H20G45H25H20H20G45G45H25H20H20H20G20H20H25H25G20G25G20H25G25G20H20H20G20H40G40G20H256"ø20"x6"20"x6"18"x6"6"ø6"ø6"ø6"ø4"ø6"ø4"ø4"ø4"ø4"ø6"ø4"ø6"ø12"x6"4"ø4"ø6"ø6"ø6"ø4"ø4"ø4"ø4"ø4"ø4"ø6"ø6"ø4"øUNIT D5518UNIT D13520UNIT B4522UNIT A15523UNIT A13524UNIT A14525ELEVATORLOBBY538ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"5TH FLOOR WESTENLARGED PLANM424Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"15TH FLOOR WEST ENLARGED PLAN12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET 16"x30"16"x30"/1M421FC-1FC-3FC-3FC-1FC-1G20H20G20H20G20H20H20G20H35G35H20G20G50H50G456"ø4"ø4"ø6"ø12"x6"6"ø16"x6"16"x6"4"ø4"ø4"ø4"ø14"x6"6"ø4"ø4"ø4"ø4"ø12"x6"12"x6"UNIT D14527UNIT B5530NORTHSTAIRNORTHCORRIDOR539ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"5TH FLOOR NORTHENLARGED PLANM425Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"15TH FLOOR NORTH ENLARGED PLAN12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET WASTEWASTE BELOW FLOORVENTCOLDHOTTEMPEREDBALL VALVEGATE VALVECHECK VALVEPRESSURE REDUCING VALVEVENT THRU ROOFVTRLEGEND2 LINE PIPE -BORDER INDICATES TYPERECIRCULATIONAIR ADMITTANCE VALVEAAVABOVE FINISH FLOORAFFDOUBLE CHECK VALVERPZ ASSEMBLYOS&Y VALVEABOVE FINISH GRADEAFGCONCRETECLEANOUT PVC SWEEP OR 45°PVC TEECAST IRON RISERHOSE & HOSE BRACKETSERVICE FAUCETMOP HANGERVINYL BUMPER GUARD2ND FLOOR12' -0"2ND FLOOR406.54'SD-11 1/2" V1 1/2" V2" WWSHR-12" W3" W3" W1. 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 FLOOR406.54'3" W2" W2" W3" W1 1/2" V2" V2" WSD-1WSHR-1WSHR-130" 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 FLOOR12' -0"8-1/2" MINIMUM WALL CAVITY WC-3L-2OFFSET INTO 2"X6" WALL ABOVE BEAMPROVIDE 3" STREET BACKOUTLET CLOSET FLANGE ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTIONAs indicatedDETAIL, SHEDULES, &LEGENDP001Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECTPLUMBING FIXTURE SCHEDULEType Manufacturer Model Description CommentsAD-1 Zurn Z415B 3" Dura-coated cast iron area drain with anchor flange,body collar with weepholes,8"(203) diameter adjustable top with "Type B" polishednickel bronze light-duty strainerCO-1 Zurn Z1400-BZ 4" Dura-coated cast iron floor cleanout with 5” roundadjustable gasketed nickel bronze top, removablegasketed brass cleanout plug, and no hub outlet.Polished Nickel Bronze TopCO-2 Zurn Z1400-BZ 4" Epoxy coated cast iron access housing with anchorflanges and extra heavy duty ductile iron cover.EWC-1 Elkay LBWDC00BKC In wall commercial filtered bottle filler, non refrigerated,ADA, Black colorFD-1 Zurn Z415B 3" Dura-coated cast iron area drain with anchor flange,body collar with weepholes,8"(203) diameter adjustable top with "Type B" polishednickel bronze light-duty strainerProvide Sureseal inline trap sealFD-2 Zurn FD1-NH3-SS 3" Adjustable floor drain with Cast iron body no huboutlet and clamp collar for use with water proofmembrane, Stainless steel round strainerProvide Sureseal inline trap sealFD-3 Zurn Z415B 4" Dura-coated cast iron area drain with anchor flange,body collar with weepholes,Provide Sureseal inline trap sealHB-1 Zurn Z1350-EZ Moderate climate narrow wall hydrant for flushinstallation.Provide Zurn 700XL lead free double checkvalve on supplyHB-2 Zurn Z1320XL Lead-free, anti- siphon, exterior freeze proof wallhydrant for flush installation. Integrated backflowpreventer 1/2 turn ceramic disc cartridgeL-1 Icera L-2420-ADA Muse Grande ADA compliant, under mount sink withoverflow, White colorL-1.1 Delta 559-SSMPU-DST Pivotal Single handle deck mount ADA lavatory faucet.EPA WaterSense. Stainless Steel colorProvide 0.5 GPM AeratorL-2 Kohler K-2882 20x16 undermount ADA vanity sink. White colorL-2.1 Delta 559LF-BLMPU Deltra Trinsic single handle deck mount ada lavatoryfaucet. 1.2 GPM EPA WaterSense rated, Matte BlackcolorMV-1 Heat-Timer ETS-25 2.5" Digital Mixing Valve Prepiped Assembly, 6 PSIPressure drop at 178 GPM, Manual reset andprogramable safety valve, Minimum 0.5 GPMdomestic flow.Part number 915800-25RD-1 Zurn Z165 One-Piece Combination Roof Drain & SecondaryOverflow3" combination drainRD-2 Zurn Z165 One-Piece Combination Roof Drain & SecondaryOverflow2" combination drainRD-3 Zurn Z165 One-Piece Combination Roof Drain & SecondaryOverflow4" combination drainRDN-1 Zurn Z199 Downspout with Push-On Connection 3" connectionRDN-2 Zurn Z199 Downspout with Push-On Connection 2" connectionRDN-3 Zurn Z199 Downspout with Push-On Connection 4" connectionS-1 Blanco 442079 Quatrus TM R0 Medium Single bowl ADA undermountsink 25x18 5.5 " deepProvide Insinkerator badger 5 garabgedisposalS-1.1 Delta 4159-AR-DST Trinsic single handle deck mount kitchen faucet w/2-function pull out sprayer, Arctic Stainless Steel finishProvide 1.5 GPM adapterS-2 Blanco 442079 Quatrus TM R0 Medium Single bowl ADA undermountsink 25x18 5.5 " deepS-2.1 Delta 9659-DST Trinsic single handle kitchen faucet w magneticdocking pull down spray head, Chrome finishProvide 1.5 GPM adapterS-3 Fiat MSB3624 36x24x10 Molded stone mop sink Provide 832-AAHose and Hose Bracket, 889-CC Mop Hanger,E-88-AA Stainless Steel Bumperguard, MSG3624Stainless Steel Wall GuardS-3.1 Fiat 830-AA 8" Wall mount faucet, solid cast brass body, with castmetal blade handles, wall brace, integral vacuumbreaker, integral stops, pail hook, hose end and topbrace.S-4 Elkay EFRU211510T 23.5X18.25 Stainless Steel undermount Sink, OneHole. 10" deepProvide Insinkerator badger 5 garabgedisposalS-4.1 Delta 4159-BL-DST Single hole,Matte black ADA kitchen faucet. Provide RP61607 1.5 GPM Hose adapterSD-1 Oatey 37450 Moda fire rated drain box Provide 37532 solid faceplate insert and 37536condensate funnelSHW-1 Sterling 72321100 48x34x3-1/8 Shower base, Color White Provide Shower drain hair trapSHW-1.1 Elkay LK943C Centerset 8" wall mounted faucet; 44" flexible hosewith 1.6 GPM spray head, chrome finishSHW-2 Swan SF03636MD.010 36x36 Acrylix shower base; Walls by others. WhitecolorSHW-2.1 Delta DSS-Trinsic-1401BL Monitor 14 series ADA single function pressurebalanced shower system with shower head and handshower inlcudes rough-in valves 1.75 GPM EPAWaterSense rated. Matte Black colorSHW-3 Swan SF03248MD.010 32x48 Acrylix shower base; Walls by others. WhitecolorSHW-3.1 Delta T14259-BL Monitor 14 series ADA pressure balanced singlehandle bath mixing valve trim. Shower only 1.75 GPMEPA WaterSense rated. Matte Black colorProvide R10000 universal rough valve bodySP-1 Zoeller Model 53 Submersible Sump Pump, magnetic float switch, 3/8"solids handling, stainless steel shaft and fasteners.T-1 American Standard 2390.202 ICH or 2391.202 ICH Princeton ADA 60x30 Americast Tub with IntegralOverflow, Left or Right as Required. Chrome Trim,White colorT-1.1 DELTA T14459-BL Monitor 14 series pressure balanced single handlebath mixing valve trim. Shower and tub 1.75 GPMEPA WaterSense rated. Matte Black colorProvide R10000 universal rough valve bodyT-1.2 DELTA DSS-Trinsic-17041BL Monitor 17 series ADA pressure balanced tub andshower system with volume control, shower head,hand shower, and slide bar includes rough-in valves.1.75 GPM EPA WaterSense rated. Matte Black colorWC-1 Toto CST794EF ADA Elongated Toilet 1.28 GP, EPA WaterSenserated Cotton colorWC-2 American Standard 2989.101 Cadet 3 ADA Elongated Toilet 1.28 GPF. EPAWaterSense rated, EverClean surface. White colorWC-3 American Standard 209AA137 or 209AA138 Yorkville ADA Elongated Back Outlet Toilet, VorMax1.28 gpf flush. EPA WaterSense rated. 1000 MaPflush score. EverClean surface. White colorProvide 5055A65C Toilet seatWSHR-1 Oatey 37362 Oatey Fire rated washing machine outlet boxcontaining valve box and drain box.BOILER SCHEDULEType Manufacturer Model Gallons Description Height, in. Type Fuel Recovery GPH Temp. Rise Voltage Phase Watts NotesWH-1 Cemline B40EHB72 40 gal 40 Gal.72 KW Electric boiler 4' - 7 1/2" Electric 268 110 °F 208 V 3 72000SPECIALTY VALVE SCHEDULEType Manufacturer Model Description SizeAV-1 Caleffi NA5026 Automatic Air Vent 1 1/2"DCVA-1 Zurn Wilkins 350ASTBG Stainless Steel Double Check Valve Assembly 3"-3"DCVA-2 Zurn Wilkins 350ASTBG Stainless Steel Double Check Valve Assembly 6"-6"RPZ-1 Zurn Wilkins 375AST Stainless Steel Reduced Pressure Principle Assembly 4"-4"VB-1 Watts LFN36 Vacuum Breaker 1 1/2"ZV-1 Taco V075C2D2ZA024Q4A1Normally closed when de-energized zone valve, lead free for potable use, 24 VMax temp 240 F3/4"-3/4"ZV-2 Taco V075C2D2ZB024Q4A1Normally open when de-energized zone valve, lead free for potable use, 24 VMax temp 240 F3/4"-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 SCHEDULEType Manufacturer Model DescriptionHeatingCOPELECTRICALCommentsCapacityBtu/HrVoltage Phase MCAHPWH-1 Sanden GS3-45HPA-US Heatpump water heater,C02 refrigerant15,400 5.2 208 V 1 13.0 AWATER STORAGE TANK SCHEDULEType Manufacturer Model Gallons Description Height Weight, lbs NotesHWT-1 Sanden ECO-505GLNST 505 Hot water storage tank 7' - 8" 150PLUMBING 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. 12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SETENERGY 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 SCHEDULEType Manuf. Model Description Flow Head RPM HP Voltage Phase CommentsP-2B Taco 009-SFS Inline Circulator 4 GPM 10 ftH2O 3250 0.13 115 V 1P-2A Taco 009-SFS Inline Circulator 4 GPM 10 ftH2O 3250 0.13 115 V 1P-1 Taco 2450 Inline Circulator 15 GPM 40 ftH2O 3450 0.50 115 V 1EXPANSION TANK SCHEDULEType Manufacturer Model Description NotesET-1 Amtrol St-120VC 68 gallon tank volume, 250 PSIG max workingpressure, 200F max operating temperature1111113/4" = 1'-0"1CLEANOUT1/2" = 1'-0"2Mop Sink1/4" = 1'-0"3TYPCIAL SINGLE WASHER BOX ASSEMBLY1/4" = 1'-0"4TYPCIAL BACK TO BACK WASHER BOX ASSEMBLY1SANITARY RISER NOMENCLATURERISER # -MAIN RISERRISER #.# -SUB RISER SPLIT ON VERTICAL RISER #(any letter) -SUB RISER SPLIT FROM MAIN RISER OR SUB RISER ON HORIZONTALSTORM RISER NOMENCLATURERISER ST#-P -PRIMARY STORM RISERRISER ST#-S -SECONDARY STORM RISERRISER ST#/#-(S or P) -COMBINED PRIMARY OR SECONDARY STORM RISERS11/4" = 1'-0"5TYPICAL BACK OUTLE TOILET UNITS 211-2161 4" W-7' - 10 1/2"10" W4" W4" W6" W6" W4" W6" W4" W6" W10" W6" WSP-1SP-12" W2" W2" W10" RL3" W4" W4" W3" W4" W2" W2" W6" W4" W3" W4" W3" W3" W4" W4" W4" W4" W3" W6" W3" W4" W4" W4" W6" W4" W6" W3" WCO-1CO-1CO-1-2' - 5 3/4"10" RL6" RL3" RL3" RL4" RLOFFSET ABOVE GRADE BEAMOFFSET UP TO LOCATE PIPING IN CUT OUT ABOVE GRADE BEAM. COORDINATE WITH CIVIL 6" RL3" RL6" RL4" RL10" RL8" RL6" RL4" RL4" RL10" RL6" RL3" RL3" RL3" RL2" RL3" RL4" RL3" RL4" RL4" RL4" RL6" RL4" RL3" RL2" RL3" RL3" RL2" RL2" W1/2" CW1/2" CW2" WRISER 1RISER 2RISER 3RISER 4RISER 5RISER 6RISER 7RISER 8RISER 9RISER 10RISER 11RISER 12RISER 13RISER 14RISER 15RISER 16RISER 17RISER 18RISER 19RISER 20RISER 21RISER 22RISER 23RISER 24RISER 25RISER 26RISER 274" W3" WRISER 38RISER 34RISER 37RISER 36RISER 35RISER 33RISER 32RISER 31RISER 30RISER 28RISER 29RISER ST23-P-4' - 11 11/16"6" CWCOORDINATE WITH CIVILCOORDINATE WITH CIVILCOORDINATE WITH CIVIL4" W4" W4" W4" W4" W3" W3" RLCO-14" WCO-2RISER ST1-PRISER ST2-PRISER ST3-PRISER ST4-PRISER ST5-PRISER ST6-PRISER ST7-PAD-1RISER ST8/9-P6" RLCOORDINATE WITH CIVIL COORDINATE WITH CIVIL COORDINATE WITH CIVIL COORDINATE WITH CIVIL RISER ST10/11-PRISER ST12/13-P4" W4" WFD-1FD-13" W2" V4" W2" V2" VFD-3S-38" RL6" RL4" RLRISER ST14/15-PRISER ST22-PRISER ST18-PRISER ST21-PRISER ST19/20-P4" WRISER ST16-PRISER ST17-POFFSET AROUND ELECTRICAL BUS DUCT4" W2" W4" WRISER 39RISER 40ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION3/32" = 1'-0"UNDERSLAB DWVP100Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT3/32" = 1'-0"1UNDERSLAB DWV PLANP100 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. 12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SETN1 /1P404/1P403/1P405/1P402/1P401/1P401/1P402/1P401/1P404/1P403/1P403/1P401RISER 38RISER 34RISER 37RISER 363" RLRISER 35RISER 33RISER 32RISER 31RISER 30RISER 28RESIDENTLOUNGE107FITNESSCENTER108YOGASTUDIO109PET RELIEFAREA111BICYCLEROOM115EXITCORRIDOR114TRASHROOM116CENTRALSTAIRELEV 2ELEV 1WATERSERVICEROOM105MAIL ROOM103PACKAGEROOM102ELEVATORLOBBY106RESTROOM113RESTROOM112PET SPA110LOBBY101LEASINGOFFICE104COMMERCIALTENANTSPACE119UTILITYCORRIDOR117TELECOMROOM118ELECTRICROOM122EXITCORRIDOR125EAST STAIR123STORAGE123BSTORAGE124BNORTHSTAIRSTORAGE130VESTIBULE100RISER 29RISER 1RISER 2RISER 3RISER 4RISER 5RISER 63" RL3" RL4" RL4" RL4" W4" W4" W4" W4" W4" W4" WRISER 7RISER 8RISER 9RISER 10RISER 11RISER 12RISER 13RISER 14RISER 15RISER 16RISER 17RISER 18RISER 19RISER 20RISER 21RISER 22RISER 23RISER 24RISER 25RISER 26RISER 27PARKING126RISER ST23-PRISER ST1-PRISER ST2-PRISER ST3-PRISER ST5-PRISER ST5-SRISER ST6-SRISER ST6-PRISER ST7-PRISER ST8/9-PRISER ST6/8/9-SRISER ST8/9-SRISER ST11-SRISER ST10/11-PRISER ST10/12-SRISER ST13-SRISER ST10/12/13-SRISER ST12-PRISER ST13-PRISER ST12/13-PRISER ST14/15-PRISER ST18-SRISER ST21-SRISER ST16/17-SRISER ST22-SRISER ST22-PRISER ST18-PRISER ST21-PRISER ST19/20-PRISER ST19/20-SRISER ST4-P8"RPZ DRAIN ABOVE GRADERISER ST16-PRISER ST17-PRISER 39RISER 40ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION3/32" = 1'-0"1ST FLOOR DWVP101Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT3/32" = 1'-0"1FIRST FLOOR DWV PLANP101 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.12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET1N1 UNIT C1201UNIT A2203UNIT A3204UNIT A4205UNIT D2207UNIT D3208UNIT B1209UNIT D4210UNIT A5211UNIT A6212UNIT A7213UNIT A6214UNIT A7215UNIT A6216UNIT A8217UNIT D5218UNIT D7221UNIT D8227UNIT D9228UNIT D10229UNIT D11230UNIT D12231UNIT A11232TELECOM236EAST STAIRCENTRALSTAIRNORTHSTAIRSOUTHCORRIDOR240ELEVATORLOBBY237NORTHCORRIDOR238/1P409/1P408/1P410/1P407/1P406/1P406/1P407/1P406/1P409/1P408/1P408/1P406ELEV 2ELEV 1UNIT D1206UNIT A9222UNIT A10223UNIT A9224UNIT A10225UNIT D6220UNIT B3226ELEC/DATA237UNIT C2234UNIT A12233UNIT A1202TRASHROOM2353" RLRISER 1RISER 2.1RISER 2.2ARISER 2.2BRISER 3RISER 3ARISER 3BRISER 3CRISER 4.1RISER 4.2RISER 4.1ARISER 4.1BRISER 4.1CRISER 4.2ARISER 4.2BRISER 5RISER 5ARISER 5BRISER 6RISER 7RISER 7CRISER 7BRISER 7ARISER 8.1BRISER 8.1 ARISER 8.2RISER 9RISER 10.1RISER 10.2RISER 11.1RISER 11.2BRISER 11.2ARISER 11.2RISER 12RISER 13.1RISER 13.2RISER 14BRISER 14ARISER 15ARISER 15BRISER 16ARISER 16BRISER 16CRISER 16DRISER 16ERISER 16FRISER 14CRISER 17RISER 18ARISER 18BRISER 18RISER 19BRISER 19ARISER 21A RISER 21BRISER 22RISER 20RISER 24RISER 23RISER 26RISER 27RISER 25RISER 25ARISER 25B REFER TO RISER 10.2 AS SIMILARRISER 25C REFER TO RISER 11.1 AS SIMILARRISER 25DRISER 25HRISER 25IRISER 25G REFER TO RISER 11.1 AS SIMILARRISER 25E REFER TO RISER 10.2 AS SIMILARRISER 6ARISER 6BRISER 6CRISER 6DRISER 6ERISER 25F REFER TO RISER 25A FOR SIMILARIDENTICAL TO WESTERN SIDE OF RISER 19REFER TO RISER 19 AS SIMILARRISER ST1-PRISER ST2-PRISER ST3-PRISER ST4-SRISER ST4-PRISER ST5-SRISER ST5-PRISER ST6-SRISER ST6-PRISER ST8-SRISER ST8-PRISER ST10-SRISER ST10-PRISER ST11-PRISER ST11-SRD-2RD-2RD-2RISER ST9-PRISER ST9-SRISER ST7-SRISER ST7-PRISER ST12-PRISER ST12-SRISER ST13-SRISER ST13-PRISER ST14-SRISER ST14-PRISER ST15-SRISER ST15-PRISER ST16/17-SRISER ST16-PRISER ST17-PRISER ST18-PRISER ST18-SRISER ST22-SRISER ST22-PRISER ST19/20-SRISER ST19/20-PRISER ST21-PRISER ST21-SRISER ST19-PRISER ST19-SRISER ST14/15-PRISER ST8/9-PFLOORS ABOVE SIMILARRISER 27.1RISER 27.2RISER 27.2ARISER 27.2BRISER 28RISER 29.2DRISER 29.2CRISER 29.2BRISER 29.2ARISER 29.1RISER 30.1RISER 30.2BRISER 30.2ARISER 31.2RISER 31.1RISER 32.3RISER 32.2RISER 32.1RISER 33ARISER 33BRISER 34.3RISER 34.2RISER 34.1RISER 35.1RISER 35.2RISER 35.3RISER 35.4RISER 35.5RISER 40RISER 39RISER 39ARISER 39BRISER 39CRISER 37RISER 36RISER 38RISER 31.1ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION3/32" = 1'-0"2ND FLOOR DWVP102Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT3/32" = 1'-0"1SECOND FLOOR DWV PLANP102 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 DESIGN12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SETN1 UNIT C1301UNIT A1302UNIT A2303UNIT A3304UNIT A4305UNIT D1306UNIT D2307UNIT D3308UNIT B1309UNIT D4310UNIT A5311UNIT A6312UNIT A7313UNIT A6314UNIT A7315UNIT A6316UNIT A8317UNIT D5318UNIT B2319UNIT A14323UNIT A14325UNIT B3326UNIT D8327UNIT D11330UNIT D12331UNIT A11332UNIT A12333UNIT C2334TELECOM336UNIT D6320EAST STAIRCENTRALSTAIRNORTHSTAIRTRASHROOM335ELEVATORLOBBY338NORTHCORRIDOR339SOUTHCORRIDOR340/1P414/1P413/1P415/1P412/1P411/1P411/1P412/1P411/1P414/1P413/1P413/1P411SOUTHCORRIDOR339ELEV 1ELEV 2UNIT A13324UNIT A13322ELEC/DATA337UNIT D9328UNIT D10329UNIT D7321RISER 1RISER 2.1RISER 2.2ARISER 2.2BRISER 3ARISER 3BRISER 3CRISER 4.1ARISER 4.1BRISER 4.1CRISER 4.2ARISER 4.2BRISER 5ARISER 5BRISER 6DRISER 6ERISER 6ARISER 6BRISER 6CRISER 7CRISER 7BRISER 7ARISER 8.1BRISER 8.1 ARISER 8.2RISER 9RISER 23RISER 10.1RISER 10.2RISER 11.2BRISER 11.2ARISER 21A RISER 21BRISER 19BRISER 19AIDENTICAL TO WESTERN SIDE OF RISER 19REFER TO RISER 19 AS SIMILARRISER 17RISER 12RISER 13.1RISER 13.2RISER 14BRISER 14ARISER 15ARISER 15BRISER 16ARISER 16BRISER 16CRISER 16DRISER 16ERISER 16FRISER 14CRISER 18ARISER 18BRISER 22RISER 20RISER 24RISER 25ARISER 25DRISER 25B REFER TO RISER 10.2 AS SIMILARRISER 25C REFER TO RISER 11.1 AS SIMILARRISER 25DRISER 25HRISER 25IRISER 25G REFER TO RISER 11.1 AS SIMILARRISER 25E REFER TO RISER 10.2 AS SIMILARRISER 25F REFER TO RISER 25A FOR SIMILARRISER ST1-SRISER ST1-PRISER ST2-SRISER ST2-PRISER ST3-SRISER ST3-PRISER ST4-SRISER ST4-PRISER ST5-SRISER ST5-PRISER ST6-SRISER ST6-PRISER ST8-SRISER ST8-PRISER ST10-SRISER ST10-PRISER ST14-SRISER ST14-PRISER ST15-SRISER ST15-PRISER ST18-PRISER ST18-SRISER ST16/17-SRISER ST16-PRISER ST17-PRISER ST22-SRISER ST22-PRISER ST20-PRISER ST20-SRISER ST19-PRISER ST19-SRISER ST21-PRISER 27.1RISER 27.2ARISER 27.2BRISER 28RISER 29.2DRISER 29.2CRISER 29.2BRISER 29.2ARISER 29.1RISER 30.1RISER 30.2BRISER 30.2ARISER 26RISER 31.2RISER 32.2RISER 32.1RISER 33ARISER 33BRISER 34.3RISER 34.2RISER 34.1RISER 35.1RISER 35.2RISER 35.3RISER 39BRISER 39CRISER 37RISER 36RISER 38RISER 39ARISER 31.1ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION3/32" = 1'-0"3RD FLOOR DWVP103Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT3/32" = 1'-0"1THIRD FLOOR DWV PLANP103 NOTES:12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET1. PROVIDE WSHR-1 FOR EACH APARTMENT IN WASHER CLOSET. REFER TO P001/3 AND P001/4 FOR WSH-1 DWV BASIS OF DESIGN2. UNLESS OTHERWISE NOTED REFER SECOND FLOOR FOR SIMILAR DWV DESIGNN1 UNIT C1401UNIT A1402UNIT A2403UNIT A3404UNIT A4405UNIT D1406UNIT D2407UNIT D3408UNIT B1409UNIT D4410UNIT A5411UNIT A6412UNIT A7413UNIT A6414UNIT A7415UNIT A6416UNIT A8417UNIT D5418UNIT D13420UNIT B4422UNIT A15423UNIT A13424UNIT A14425UNIT B3426UNIT D8427UNIT D9428UNIT D10429UNIT D11430UNIT D12431UNIT A11432UNIT A12433UNIT C2434TELECOM436EAST STAIRCENTRALSTAIRNORTHSTAIRTRASHROOM435ELEVATORLOBBY438NORTHCORRIDOR439/1P419/1P418/1P420/1P417/1P416/1P416/1P417/1P416/1P419/1P418/1P418/1P416HB-2SOUTHCORRIDOR440ELEV 2ELEV 1ELEC/DATA437RISER 1RISER 2.1RISER 2.2ARISER 2.2BRISER 3ARISER 3BRISER 3CRISER 4.1ARISER 4.1BRISER 4.1CRISER 4.2ARISER 4.2BRISER 5ARISER 5BRISER 6DRISER 6ERISER 6ARISER 6BRISER 6CRISER 7CRISER 7BRISER 7ARISER 8.1BRISER 8.1 ARISER 8.2RISER 9RISER 23RISER 10.1RISER 10.2RISER 11.2BRISER 11.2ARISER 21A RISER 21BRISER 19BRISER 19AIDENTICAL TO WESTERN SIDE OF RISER 19REFER TO RISER 19 AS SIMILARRISER 17RISER 12RISER 13.1RISER 13.2RISER 14BRISER 14ARISER 15ARISER 15BRISER 16ARISER 16BRISER 16CRISER 16DRISER 16ERISER 16FRISER 14CRISER 18ARISER 18BRISER 22RISER 20RISER 24RISER 25ARISER 25B REFER TO RISER 10.2 AS SIMILARRISER 25C REFER TO RISER 11.1 AS SIMILARRISER 25DRISER 25HRISER 25IRISER 25G REFER TO RISER 11.1 AS SIMILARRISER 25E REFER TO RISER 10.2 AS SIMILARRISER 25F REFER TO RISER 25A FOR SIMILARRISER ST2-SRISER ST2-PRISER ST3-SRISER ST3-PRISER ST1-SRISER ST1-PRISER ST4-SRISER ST4-PRISER ST5-SRISER ST5-PRISER ST6-SRISER ST6-PRISER ST8-SRISER ST8-PRISER ST10-SRISER ST10-PRISER ST8-SRISER ST8-PRISER ST10-SRISER ST10-PRISER ST14-SRISER ST14-PRISER ST15-SRISER ST15-PRISER ST16/17-SRISER ST16-PRISER ST17-PRISER ST18-PRISER ST18-SRISER ST22-SRISER ST22-PRISER ST20-PRISER ST20-SRD-2RD-2RISER ST21-PRISER ST21-SRISER ST19-PRISER ST19-SRD-2RISER 27.1RISER 27.2ARISER 27.2BRISER 28RISER 29.2DRISER 29.2CRISER 29.2ARISER 29.1RISER 30.1RISER 30.2BRISER 30.2ARISER 26RISER 30.2AARISER 30.2ABRISER 30.2ACRISER 33BRISER 35.2RISER 35.3RISER 39BRISER 39CRISER 39AERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION3/32" = 1'-0"4TH FLOOR DWVP104Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT3/32" = 1'-0"1FOURTH FLOOR DWV PLAN12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SETP104 NOTES:1. PROVIDE WSHR-1 FOR EACH APARTMENT IN WASHER CLOSET. REFER TO P001/3 AND P001/4 FOR WSH-1 DWV BASIS OF DESIGN2. UNLESS OTHERWISE NOTED REFER SECOND FLOOR FOR SIMILAR DWV DESIGNN1 /1P424/1P423/1P425/1P422/1P421/1P421/1P422/1P421/1P424/1P423/1P423/1P421??ELEVATORLOBBY537NORTHCORRIDOR538SOUTHCORRIDOR539ELEV 1ELEV 2ELEC/DATA537UNIT D14527UNIT B5530UNIT D12531UNIT A11532UNIT A12533UNIT C2534TRASHROOM535UNIT C1501CENTRALSTAIRUNIT A3504UNIT A2503UNIT A1502UNIT D1506EAST STAIRUNIT A4505UNIT B1509UNIT D3508UNIT D2507UNIT D4510UNIT A5511UNIT A6512UNIT A7513UNIT A6514UNIT A7515UNIT A6516UNIT A8517UNIT D5518UNIT D13520UNIT B4522UNIT A15523UNIT A13524UNIT A14525TELECOM536NORTHSTAIRRISER ST1-SRISER ST1-PRISER ST2-SRISER ST2-PRISER ST3-SRISER ST3-PRISER ST4-SRISER ST4-PRISER ST5-SRISER ST5-PRISER 3BRISER 4.1ARISER 4.1BRISER 4.1CRISER 4.2ARISER 5ARISER 5BRISER 6DRISER 6ERISER 6ARISER 6BRISER 6CRISER 7CRISER 7BRISER 7ARISER 8.1BRISER 8.1 ARISER 8.2RISER 9RISER 23RISER 10.1RISER 10.2RISER 11.2BRISER 11.2ARISER 21A RISER 21BRISER 19AIDENTICAL TO WESTERN SIDE OF RISER 19REFER TO RISER 19 AS SIMILARRISER 17RISER 12RISER 13.1RISER 13.2RISER 14BRISER 14ARISER 15ARISER 15BRISER 16ARISER 16BRISER 16CRISER 16DRISER 16ERISER 16FRISER 14CRISER 18ARISER 18BRISER 22RISER 20RISER 24RISER 25ARISER 25B REFER TO RISER 10.2 AS SIMILARRISER 25C REFER TO RISER 11.1 AS SIMILARRISER 25DRISER 25IRISER 25G REFER TO RISER 11.1 AS SIMILARRISER 25E REFER TO RISER 10.2 AS SIMILARRISER 25F REFER TO RISER 25A FOR SIMILARRISER ST6-SRISER ST6-PRISER ST8-SRISER ST8-PRISER ST10-SRISER ST10-PRISER ST14-SRISER ST14-PRISER ST15-SRISER ST15-PRISER ST16/17-SRISER ST16-PRISER ST17-PRD-1RD-1RISER ST18-PRISER ST18-SRISER ST22-SRISER ST22-PRISER 27.1RISER 27.2ARISER 27.2BRISER 29.2DRISER 29.2CRISER 29.2ARISER 29.1RISER 30.1RISER 30.2BRISER 26RISER 30.2AARISER 30.2ABRISER 30.2ACRISER 33BRISER 35.2RISER 35.3RISER 39BRISER 39CRISER 39AERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION3/32" = 1'-0"5TH FLOOR DWVP105Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT3/32" = 1'-0"1FIFTH FLOOR DWV PLAN12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SETP105 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.N1 HWT-1HWT-1HWT-1WH-1ET-1RD-3RD-3RD-1RD-1RD-1RD-3RD-3RD-3RD-3RD-3RD-13" RL3" RL3" RL3" RL3" RL3" RLDHWR101FD-1FD-1FD-14" RL4" RL4" RL4" RL3" RL3" RL4" RL4" RL4" RL4" RL4" RL4" RL4" RL4" RL4" RL4" RL3" RL3" RLCENTRALSTAIRRISER 233" W3" W3" WRISER ST18-SRISER ST18-PRD-1RISER ST4-SRISER ST4-PRISER ST5-SRISER ST5-PRISER ST14-SRISER ST14-PRISER ST15-SRISER ST15-PRISER ST8-SRISER ST8-PRISER ST10-SRISER ST10-PRISER ST6-SRISER ST6-PRISER ST3-SRISER ST3-PRISER ST16/17-SRISER ST17-PRISER ST16-SRISER ST17-SRISER ST16-PRISER ST22-SRISER ST22-P3"VTR1 1/2" V2" V3"VTR1 1/2" V3"VTR3"VTR3" V3"VTR2" V1 1/2" V2" V3"VTR3"VTR2" V1 1/2" V3"VTR1 1/2" V3"VTR1 1/2" V3"VTR2" V3"VTR3"VTR1 1/2" V3"VTR3"VTR3" V2" V3" V2" V4"VTR3"VTR3" V2" V3"VTR1 1/2" V3"VTR3"VTR3"VTR2" V2" V3"VTR3"VTR3"VTR2" V3"VTR3"VTR1 1/2" V3"VTR3"VTR3"VTR3"VTR3"VTR3"VTR1 1/2" V3" V3"VTR3"VTR3"VTR3"VTR3"VTR3" V3" V3"VTR1 1/2" V2" V1 1/2" V2" V2" V2" V3"VTR3"VTR2" V3" V3" V3" V3" V3"VTR1 1/2" V3"VTR3"VTR2" VMV-1ERV-3ERV-2ERV-4EF-1EF-2ERV-1HB-23"VTR3"VTR3"VTR3"VTR2" V2" V1 1/2" V3"VTR3"VTR3"VTR3"VTR3" V3" V2" V2" V3"VTR3"VTR2" V3"VTR1 1/2" V3"VTR2" V3"VTR1 1/2" V3"VTR2" V3"VTR3"VTR3"VTR3" V2" VERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION3/32" = 1'-0"ROOF PLANP106Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT3/32" = 1'-0"1ROOF PLUMBING PLAN12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SETNP106 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 CIVILALTERNATE -GAS SERVICE AND ASSOCIATED GAS PIPINGTO SPRINKLER SERVICE3" GASCOORDINATE WITH CIVIL1 1/2" CWHB-2WC-1 WC-1L-1 L-1SHW-1SHW-1.1S-2S-1EWC-14" CWUP1 1/2" CWTO COMMERCIAL SPACES, CAP AND VALVE FOR FUTURE USE.3/4" TW1 1/2" TW1 1/2" TW1" TW1 1/4" TW1" TW1/2" TWUPUPUPUPUPUPCOMMERCIALTENANTSPACE119UTILITYCORRIDOR117TELECOMROOM118EAST STAIR123STORAGE123BEXITCORRIDOR125STORAGE130ELECTRICROOM122NORTHSTAIRSTORAGE124BFITNESSCENTER108RESIDENTLOUNGE107PACKAGEROOM102MAIL ROOM103LOBBY101LEASINGOFFICE104WATERSERVICEROOM105CENTRALSTAIRELEV 2ELEV 1TRASHROOM116EXITCORRIDOR114BICYCLEROOM115PET RELIEFAREA111YOGASTUDIO109PET SPA110HB-2WALL HYDRANT AND SUPPLY PIPING SHALL HIDDEN BELOW BENCH, COORDINATE WITH ARCHITECT.RESTROOM112RESTROOM1131/2" PEX UNDER SLAB TO HB-2TO COFFEE MAKERPROVIDE THREADED HOSE BIB CONNECTION WITH KEYED VALVE. 6' AFF11/2" TW1/2" CW1/2" TW1/2" CW1" CW1/2" CW1/2" TW1" TW3/4" CW1" TW1" TW1/2" CW1/2" CW1/2" CW1/2" CW1/2" CW1/2" TW1/2" CW6" CWVESTIBULE100DCVA-1RPZ-1DCVA-21/2" TW3P5073" GASPROVIDE ACCESS PANEL FOR BALL VALVES, COORDINATE LOCATION WITH OWNER.COLD WATER CONNECTION FOR FIREPLACEPROVIDE SHUT OFFS ACCESSIBLE WITH CABINETPEX UNDERSLAB PEX UNDERSLABS-3CAP AND VALVE FOR FUTURE CONNECTION1CENTER ON PIER, ALIGN WITH FDC. PROVIDE RODENT SCREEN AND BACKWATER FLAPPER.1/8" / 1'-0"8"RPZ DRAIN0' - 11 9/16"PARKING1261ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION3/32" = 1'-0"1ST FLOOR DOMESTICPIPING & GASP201Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT3/32" = 1'-0"1FIRST FLOOR DOMESTIC WATER PLAN12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SETN HB-2HB-2HB-22" TW1 1/2" TW1 1/2" CW2" TW1 1/4" TW1 1/4" CW1 1/2" CW1 1/2" TW1" TW1" CW1" TW3/4" TW1 1/2" TW1 1/2" CW1 1/2" CW1" TW1 1/4" TW1 1/4" CW3/4" TW2 1/2" CW2 1/2" TW2 1/2" TW2 1/2" CW2 1/2" CW2 1/2" TW1 1/2" TW1 1/2" CW1 1/4" CW1 1/4" TW2 1/2" CW2" CW2" TW2 1/2" TW1 1/2" CW1 1/2" TW2" TW2" CW1 1/4" TW1 1/4" CW1 1/2" CW1 1/2" TWL-2WC-2WSHR-1S-41" CW1" TWTYPICAL 1 BATHROOM DOMESTIC LAYOUT1 1/4" CW1" CW1" TW1" CW1" TW1" CW1" TW1" TW1" CWSHW-1 SHW-1L-2L-2L-2WC-2WC-2WC-2L-2T-1L-2WC-2S-4S-4T-1WC-2L-2T-1WC-2L-2S-4S-4T-1L-2WC-2L-2WC-2SHW-2SHW-2WC-2L-2T-1L-2WC-2T-1S-4S-4WC-2L-2T-1T-1L-2WC-2S-4SHW-2L-2WC-2T-1WC-2L-2L-2WC-2T-1S-4S-4S-4L-2WC-2T-1T-1L-2WC-2S-4WC-2L-2T-1WSHR-1L-2WC-2T-1WC-2L-2SHW-3S-4T-1WC-2L-2SHW-2L-2WC-2WC-2L-2SHW-2S-4S-4S-4L-2WC-2T-1WC-2L-2L-2SHW-2WC-2T-1L-2S-4S-4 S-4L-2WC-3 WC-3L-2T-1T-1 T-1 T-1L-2WC-3L-2WC-3S-4 S-4 S-4S-4T-1 T-1L-2WC-3WC-3L-2S-4WC-2L-2T-1T-1WC-2L-2T-1WC-2WC-2T-1L-2WC-2T-1S-4S-4S-4S-4 S-4S-4T-1L-2WC-2L-2L-2S-4S-4T-1L-2WC-2T-1WC-2L-2SHW-2WC-2L-2S-4T-1WC-2L-2L-2 L-2WC-2T-1T-1WC-2L-2L-2WC-2T-1S-4UNIT D9228UNIT D10229UNIT D8227UNIT D11230UNIT B3226UNIT D12231NORTHSTAIRNORTHCORRIDOR239UNIT A11232UNIT A12233ELEC/DATA237UNIT C2234TRASHROOM235UNIT C1201CENTRALSTAIRELEV 2ELEV 1ELEVATORLOBBY238UNIT A10225UNIT A9224UNIT A10223UNIT A9222SOUTHCORRIDOR240UNIT D7221UNIT D6220UNIT B2219UNIT D5218UNIT A8217UNIT A6216UNIT A7215UNIT A6214UNIT A7213UNIT A6212UNIT A5211UNIT D4210TELECOM236UNIT A1202UNIT A2203UNIT A3204UNIT A4205UNIT B1209UNIT D3208EAST STAIRUNIT D1206UNIT D2207TYPICAL 1 BATHROOM DOMESTIC CW AND TW RISER1 1/4" CW1" TW1 1/4" CW1 1/4" CW1 1/4" CW1/2" CWACCESS PANEL LOW, HALLWAY FACINGACCESS PANEL LOW, HALLWAY FACINGCW & TW RISERCW & TW RISERACCESS PANEL CLOSET FACINGACCESS PANEL CLOSET FACINGCW & TW RISERCW & TW RISERACCESS PANEL CLOSET FACINGCW & TW RISERACCESS PANEL LOW, HALLWAY FACINGCW & TW RISERACCESS PANEL CLOSET FACINGCW & TW RISERACCESS PANEL LOW, HALLWAY FACINGCW & TW RISERCW & TW RISERCW & TW RISERACCESS PANEL BEDROOM FACINGCW & TW RISERACCESS PANEL LOW, HALLWAY FACINGCW & TW RISERCONNECT 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" CWACCESS PANEL LOW, HALLWAY FACINGCW & TW RISERACCESS PANEL LOW, HALLWAY FACINGCW & TW RISER1/2" CWCONNECT 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 FACINGTYPICAL 2 BATHROOM CW & TW RISERCW & TW RISERACCESS PANEL LOW, HALLWAY FACINGCW & TW RISERACCESS PANEL LOW, HALLWAY FACINGCW & TW RISER1 1/2" TWACCESS PANEL LOW, HALLWAY FACING1 1/2" CWDN1" TW1" TWCW & TW RISERACCESS PANEL CLOSET FACINGACCESS PANEL CLOSET FACINGCW & TW RISER3/4" CWACCESS PANEL LOW, HALLWAY FACINGCW & TW RISER1" TWACCESS PANEL LOW, HALLWAY FACINGACCESS PANEL LOW, HALLWAY FACINGCW & TW RISERCW & TW RISERACCESS PANEL BATHROOM FACING, BEHIND DOOR SWINGCW & TW RISERACCESS PANEL BATHROOM FACING, BEHIND DOOR SWINGACCESS PANEL BATHROOM FACING, BEHIND DOOR SWINGCW & TW RISERCW & TW RISERACCESS PANEL BATHROOM FACING, BEHIND DOOR SWINGSECOND 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 & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION3/32" = 1'-0"2ND FLOOR DOMESTICPIPINGP202Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT3/32" = 1'-0"1SECOND FLOOR DOMESTIC WATER PLANP202 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.12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SETN1 UNIT C1301UNIT A1302UNIT A3304UNIT A4305UNIT D1306UNIT D2307UNIT D3308UNIT B1309UNIT D4310UNIT A5311UNIT A6312UNIT A7313UNIT A6314UNIT A7315UNIT A6316UNIT A8317UNIT B2319UNIT A14325UNIT B3326UNIT D8327UNIT D9328UNIT D10329UNIT D11330UNIT D12331UNIT A11332UNIT A12333UNIT C2334TELECOM336UNIT D6320EAST STAIRNORTHSTAIRTRASHROOM335SOUTHCORRIDOR340ELEVATORLOBBY337NORTHCORRIDOR338ELEV 2ELEV 1CW & TW RISERCW & TW RISERCW & TW RISERCW & TW RISERCW & TW RISERCW & TW RISERCW & TW RISERCW & TW RISERCW & TW RISERCW & TW RISERCW & TW RISERCW & TW RISERCW & TW RISERCW & TW RISERCW & TW RISERCW & TW RISERCW & TW RISER3" CW3" TWCW & TW RISERCW & TW RISERCW & TW RISERCW & TW RISERCW & TW RISERCW & TW RISERCW & TW RISERCW & TW RISERCW & TW RISER1/2" RWL-2L-2S-4T-1L-2L-2SHW-2S-4L-2SHW-2S-4T-1 T-1 T-1T-1L-2 L-2 L-2WSHR-1S-4T-1L-2L-2SHW-3L-2S-4 S-4L-2L-2T-1L-2L-2L-2SHW-1L-2T-1L-2T-1SHW-2SHW-2L-2L-2T-1T-1L-2L-2SHW-2L-2T-1L-2T-1T-1S-4T-1L-2L-2L-2SHW-2S-4T-1L-2T-1L-2T-1L-2T-1L-2T-1L-2T-1L-2T-1L-2S-4S-4 S-4 S-4 S-4 S-4S-4T-1L-2L-2T-1S-4T-1L-2T-1L-2T-1L-2T-1L-2T-1L-2S-4 S-4S-4S-4S-4S-4S-4SHW-2L-2S-4S-4S-4S-4S-4S-4S-4S-4S-4S-4FD-1SHW-1T-1L-2L-2L-2L-2L-2L-2L-2T-1T-1T-1T-1T-1T-1WC-2WC-2WC-2WC-2WC-2WC-2WC-2WC-2WC-2WC-2WC-2WC-2WC-2WC-2WC-2 WC-2WC-2WC-2WC-2WC-2WC-2WC-2WC-2WC-2WC-2WC-2 WC-2WC-2WC-2 WC-2 WC-2 WC-2WC-2WC-2 WC-2WC-2WC-2WC-2WC-2WC-2WC-2WC-2WC-2ELEC/DATA337UNIT A13324UNIT A14323UNIT A13322UNIT D7321UNIT D5318CENTRALSTAIRUNIT A23031/2" RWUPCW & TW RISER1" TW1" CWCW & TW RISER1" TW1" CWERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION3/32" = 1'-0"3RD FLOOR DOMESTICPIPINGP203Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT3/32" = 1'-0"1THIRD FLOOR DOMESTIC WATER PLANP203 NOTES:12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET1. 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.N1 UNIT C1401UNIT A2403UNIT A3404UNIT A4405UNIT D1406UNIT D3408UNIT B1409UNIT D4410UNIT A5411UNIT A6412UNIT A7413UNIT A6416UNIT A8417UNIT D5418UNIT D13420UNIT A13424UNIT A14425UNIT B3426UNIT D8427UNIT D9428UNIT D10429UNIT D11430UNIT D12431UNIT A11432UNIT A12433UNIT C2434TELECOM436EAST STAIRCENTRALSTAIRNORTHSTAIRTRASHROOM435ELEVATORLOBBY438NORTHCORRIDOR439SOUTHCORRIDOR4403" CW3" TWCW & TW RISERCW & TW RISERCW & TW RISERCW & TW RISERCW & TW RISERCW & TW RISERCW & TW RISERCW & TW RISERCW & TW RISERCW & TW RISERCW & TW RISERCW & TW RISERCW & TW RISERCW & TW RISERCW & TW RISERCW & TW RISERCW & TW RISERCW & TW RISERCW & TW RISERCW & TW RISERCW & TW RISERCW & TW RISERCW & TW RISERCW & TW RISER1/2" RWL-2L-2HB-2WSHR-1WSHR-1L-2L-2T-1L-2L-2L-2SHW-1L-2T-1L-2T-1SHW-2SHW-2L-2L-2T-1T-1L-2L-2SHW-2L-2T-1L-2T-1T-1T-1T-1T-1L-2 L-2 L-2S-4 S-4S-4T-1L-2T-1L-2T-1L-2T-1L-2S-4S-4T-1L-2L-2L-2SHW-2S-4T-1L-2T-1L-2T-1L-2T-1L-2T-1L-2T-1L-2T-1L-2S-4S-4 S-4 S-4 S-4 S-4S-4T-1L-2L-2T-1S-4T-1L-2T-1L-2T-1L-2T-1L-2T-1L-2S-4 S-4S-4S-4S-4S-4S-4SHW-2L-2S-4S-4S-4S-4S-4S-4S-4S-4S-4S-4RD-2RD-2RD-2FD-1SHW-1T-1L-2L-2L-2L-2L-2L-2L-2T-1T-1T-1T-1T-1T-1WC-2WC-2WC-2WC-2WC-2WC-2WC-2WC-2WC-2WC-2WC-2WC-2WC-2WC-2WC-2WC-2 WC-2WC-2 WC-2WC-2WC-2WC-2WC-2WC-2 WC-2 WC-2 WC-2 WC-2 WC-2WC-2WC-2WC-2WC-2WC-2WC-2WC-2WC-2WC-2WC-2WC-2WC-23/4" RWELEC/DATA437UNIT B4422UNIT D2407UNIT A7415UNIT A6414UNIT A15423UNIT A1402TYPICAL DOMESTIC RISERCW & TW RISER1/2" RW1/2" RWUP3/4" CW3/4" TWUPUP3/4" CW3/4" TWUPUP1/2" CWCW & TW RISERACCESS PANEL LOW, HALLWAY FACINGACCESS PANEL CLOSET FACINGCONNECT 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 & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION3/32" = 1'-0"4TH FLOOR DOMESTICPIPINGP204Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT3/32" = 1'-0"1FOURTH FLOOR DOMESTIC WATER PLANP204 NOTES:12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SETN1. 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 C1501UNIT A1502UNIT A2503UNIT A3504UNIT A4505UNIT D1506UNIT D2507UNIT D3508UNIT B1509UNIT D4510UNIT A5511UNIT A6512UNIT A7513UNIT A6514UNIT A7515UNIT A6516UNIT A8517UNIT D5518UNIT D13520UNIT B4522UNIT A15523UNIT A13524UNIT D12531UNIT A11532UNIT A12533UNIT C2534EAST STAIRCENTRALSTAIRNORTHSTAIRTRASHROOM535ELEVATORLOBBY538NORTHCORRIDOR539SOUTHCORRIDOR5401" RWCW & TW RISERCW & TW RISERCW & TW RISERCW & TW RISERCW & TW RISERCW & TW RISERCW & TW RISERCW & TW RISERCW & TW RISERCW & TW RISERCW & TW RISERCW & TW RISERCW & TW RISERCW & TW RISERCW & TW RISERCW & TW RISERCW & TW RISERCW & TW RISERCW & TW RISERCW & TW RISERCW & TW RISER1/2" RW1" RWRD-1RD-1L-2T-1T-1T-1L-2L-2L-2L-2SHW-3L-2L-2SHW-2L-2T-1L-2T-1T-1T-1T-1T-1L-2 L-2 L-2S-4 S-4S-4T-1L-2T-1L-2T-1L-2S-4S-4T-1L-2L-2L-2SHW-2S-4T-1L-2T-1L-2T-1L-2T-1L-2T-1L-2T-1L-2T-1L-2S-4S-4 S-4 S-4 S-4 S-4S-4T-1L-2L-2T-1S-4T-1L-2T-1L-2T-1L-2T-1L-2T-1L-2S-4 S-4S-4S-4S-4S-4S-4SHW-2L-2S-4S-4S-4S-4S-4S-4S-4S-4FD-1L-2L-2L-2L-2L-2L-2L-2T-1T-1T-1T-1T-1T-1WC-2WC-2WC-2WC-2WC-2WC-2WC-2WC-2WC-2WC-2WC-2WC-2WC-2WC-2WC-2WC-2WC-2 WC-2 WC-2 WC-2WC-2WC-2 WC-2WC-2WC-2 WC-2WC-2WC-2WC-2WC-2WC-2WC-2WC-2WC-2WC-2WC-2HB-2UNIT B5530UNIT D14527ELEC/DATA537UNIT A14525ELEV 2ELEV 1WC-2UP3" TW3" CWUPUPCW & TW RISERHB-1HB-11/2" TW1/2" CWFROM BELOWACCESS PANEL LOW, HALLWAY FACINGCONNECT 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" RWACCESS PANEL CLOSET FACINGERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION3/32" = 1'-0"5TH FLOOR DOMESTICPIPINGP205Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT3/32" = 1'-0"1FIFTH FLOOR DOMESTIC WATER PLANP205 NOTES:12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SETN1. 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-2 FD-2FD-3FD-1FD-2S-3PROVIDE CONDENSATE DRAIN FC-4, FC-7 AND FC-9 TO S-3 WITH AIRGAP.FC-5FC-6FC-7FC-9PROVIDE DRAIN FOR FC-5 AND FC-6 CONDENSATE TO SD-13/4" CND3/4" CNDPET RELIEFAREA111YOGASTUDIO109PET SPA110RESTROOM112RESTROOM113BICYCLEROOM115EXITCORRIDOR114TRASHROOM116CENTRALSTAIRELEV 2ELEV 1WATERSERVICEROOM105COMMERCIALTENANTSPACE119UTILITYCORRIDOR117LEASINGOFFICE104LOBBY101RESIDENTLOUNGE107PACKAGEROOM102MAIL ROOM103ELEVATORLOBBY106VESTIBULE100FC-4SD-1FC-4PROVIDE CONDENSATE DRAIN FOR FC-4 TO S-3 WITH AIRGAP3/4" CND3/4" CNDUNIT D22073/4" CND3/4" CNDFC-3FC-2FC-2SD-1CONDENSATE 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 MAINERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/8" = 1'-0"CONDENSATE PLANSP301Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/8" = 1'-0"1FIRST FLOOR CONDENSATE PLAN1/8" = 1'-0"2TYPICAL SECOND FLOOR CONDENSATE PLANP301 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.12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 /1P403/1P405/1P404/1P4024" WFD-1FD-1NORTHSTAIRSTORAGE124BELECTRICROOM122TRASHROOM116ELEVATORLOBBY106ELEV 2ELEV 1CENTRALSTAIREXITCORRIDOR114UTILITYCORRIDOR117RDN-13' AFF3" RLRISER 5RISER 6RISER 7RISER 8RISER 9RISER 21RISER 22RISER 23RISER ST5-PRISER ST5-SRISER ST4-PSP-1SP-12" W2" W6" W8" RL6" RLUP4" W2" V3" W3" W10" RL6" W4" W4" W6" W4" WERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"1ST FLOOR COREENLARGED PLANP401Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"11ST FLOOR CORE ENLARGED PLAN12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 /1P401/1P403CO-13" WCO-12" W4" W4" W3" W3" W3" W3" W3" W3" W4" W4" WEXITCORRIDOR125STORAGE130EAST STAIR123STORAGE123BTELECOMROOM118UTILITYCORRIDOR117COMMERCIALTENANTSPACE1194" WSECONDARY ROOF DRAIN, TERMINATE 6" AFFSECONDARY ROOF DRAIN, TERMINATE 6" AFFSECONDARY ROOF DRAIN, TERMINATE 6" AFF2" RL4" RL2" RL2" RL4" RL4" RL4" RL4" RL3" RL4" RLAD-1RISER 10RISER 11RISER 12RISER 13RISER 14RISER 15RISER 17RISER 18RISER 19RISER 20RISER 21RISER ST6-SRISER ST6-PRISER ST7-PRISER ST8/9-PRISER ST6/8/9-SRISER ST8/9-SRISER ST11-SRISER ST10/11-PRISER ST10/12-SRISER ST13-SRISER ST10/12/13-SRISER ST12-PRISER ST13-PRISER ST12/13-P4" W3" W3" WCOORDINATE WITH CIVIL RISER 166" RL3" W6" W4" W4" W8" RL4" W6" WERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"1ST FLOOR EASTENLARGED PLANP402Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"11ST FLOOR EAST ENLARGED PLAN12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 /1P402/1P404/1P401FD-3S-33" W6" WWATERSERVICEROOM105LEASINGOFFICE104CO-1CO-16" RL2" RLRISER 24RISER 25RISER 26RISER 27RISER ST23-PFROM 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-P8"RPZ DRAIN1 1/2" V10" RL10" RL6" W2" VERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTION1/4" = 1'-0"1ST FLOOR SOUTHENLARGED PLANP403Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"11ST FLOOR SOUTH ENLARGED PLAN12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 /1P403/1P401ELEVATORLOBBY106EXITCORRIDOR1143" RL3" W3" W3" W2" WEWC-12" W2" W3" WS-11 1/2" W2" W2" W2" W4" W2" W2" W3" W3" W4" WAD-1FD-14" W4" WSHW-1FD-2S-2L-1FD-2FD-2L-1WC-1WC-1FD-11 1/2" WFITNESSCENTER108YOGASTUDIO109PET RELIEFAREA111PET SPA110BICYCLEROOM115RESTROOM113RESTROOM112PACKAGEROOM102MAIL ROOM103RESIDENTLOUNGE107LOBBY101RDN-2RDN-1RDN-2RDN-33" AFF2" RL2" RL3" RL2" RLRDN-1HB-23" RLOFFSET BELOW HVAC EQUIPMENT3' AFF3' AFFSD-1PROVIDE UNDER COUNTER WITH SANITARY PLUG IN SD-1 INLET FOR FUTURE CONNECTION 3" W3" RLRISER 51 1/4" WSD-1LOCATE SD-1 BELOW COUNTER TOP1RISER 34RISER 35RISER 33RISER 32RISER 31RISER 30RISER 28RISER 29RISER 38RISER 37RISER 36RISER ST18-SRISER ST21-SRISER ST16/17-SRISER ST22-SRISER ST22-PRISER ST18-PRISER ST21-PRISER ST19/20-PRISER ST19/20-S3' AFFRISER ST16-PRISER ST17-P10" RL6" RLERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"1ST FLOOR WESTENLARGED PLANP404Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"1FIRST FLOOR WEST ENLARGED PLAN12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SETAAV1 /1P4014" WNORTHSTAIRSTORAGE124B4" W4" W4" W4" W4" W4" W4" RL3" RL3" RLRISER 1RISER 2RISER 3RISER 4RISER 5RISER ST1-PRISER ST2-PRISER ST3-PTO C0-2, REFER TO P1004" W4" W6" W6" W4" W4" RL4" W4" W3" RL4" W3" RLERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"1ST FLOOR NORTHENLARGED PLANP405Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"1FIRST FLOOR NORTH ENLARGED PLAN12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 /1P407/1P408/1P410/1P409/1P407/1P408/1P409L-2WC-2WC-2L-22" W2" W2" W1 1/2" V3" W3" W3" W1 1/2" VELEVATORLOBBY237NORTHCORRIDOR238NORTHCORRIDOR238NORTHCORRIDOR238ELEVATORLOBBY237NORTHCORRIDOR238ELEVATORLOBBY237NORTHCORRIDOR238SHW-2S-4T-1L-2WC-2T-1T-1WC-2L-2S-4S-4T-1L-2WC-2L-2WC-2S-44" WFD-1SHW-2S-4S-4L-2WC-2T-13" W3" W4" W2" WELEC/DATA237ELEV 1ELEV 2CENTRALSTAIR3" WT-1WC-2S-4UNIT D12231NORTHSTAIRNORTHCORRIDOR239UNIT B3226UNIT D12231UNIT A11232UNIT A12233UNIT C2234UNIT C1201TRASHROOM2353" RL3" RL4" RL4" RLRDN-3RDN-1RISER 5SD-12" W3" W3" W1 1/2" WWSHR-1RISER 5ARISER 5BRISER 61 1/2" V2" W2" W1 1/2" W1 1/2" V3" W3" W1 1/2" W1 1/2" V2" W3" W1 1/2" W1 1/2" V1 1/2" V1 1/2" V3" W2" WWSHR-11 1/2" V3" W2" W3" W3" W3" W3" W1 1/2" V1 1/2" V2" W1 1/2" V3" W3" W3" W3" W3" WSD-1WSHR-11 1/2" V1 1/2" V2" W3" WRISER 7RISER 7CRISER 7BRISER 7ARISER 8.1BRISER 6ARISER 6BRISER 6CRISER 6DRISER 6EWSHR-1WSHR-1SD-1RISER 8.1 ARISER 8.2RISER 93" WRISER 21A RISER 21BREFER TO RISER 19 AS SIMILARRISER 23RISER ST4-SRISER ST4-PRISER ST5-SRISER ST5-PRISER ST22-S1 1/2" VERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"2ND FLOOR COREENLARGED PLANP406Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"12ND FLOOR CORE ENLARGED PLAN12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SETP406 NOTES:1. ALL SANITARY AND ROOF DRAIN PIPING LOCATED ABOVE PARKING GARAGE CEILING SHALL BE NO LOWER THAN 403.83' (9.-3" AFF).1 /1P408SOUTHCORRIDOR2393" W2" W3" W2" W4" W4" WRD-2RD-2FD-13" W3" W3" W2" W3" WL-2WC-2T-1WC-2L-2T-1S-4WC-2L-2SHW-2S-4S-4S-4T-1WC-2WC-2L-2T-1L-2L-2 L-2WC-2T-1T-1WC-2L-2T-1L-2WC-2S-4S-4T-1T-1L-2WC-2 WC-2L-2S-4S-4T-1WC-2L-2UNIT D1206UNIT D2207EAST STAIRUNIT A4205UNIT B1209UNIT D3208UNIT A3204TELECOM236UNIT A2203UNIT A1202RD-1RD-2RD-23" RL3" RL4" RL4" RL4" RL2" RL4" RL4" RL2" RL2" RL4" RLRISER 10.1RISER 10.2RISER 11.1RISER 11.2BRISER 11.2A1 1/2" V2" WWSHR-1WSHR-13" W1 1/2" V1 1/2" V1 1/2" W1 1/2" W2" WWSHR-12" WWSHR-1SD-1RISER 11.23" W1 1/2" V1 1/2" W2" W3" W4" W3" W2" VSD-1WSHR-1RISER 12RISER 13.1RISER 13.2RISER 14BRISER 14ARISER 14CRISER 15ARISER 15BSD-1SD-1WSHR-1WSHR-11 1/2" V1 1/2" V3" W2" W1 1/2" V1 1/2" V3" W3" W3" W3" W2" W3" W1 1/2" VRISER 16ARISER 16BRISER 16CRISER 16DRISER 16ERISER 16F1 1/2" V3" W2" W3" W1 1/2" W1 1/2" VRISER 17RISER 183" WRISER 19BRISER 19AIDENTICAL TO WESTERN SIDE OF RISER 193" W3" W1 1/2" V3" W1 1/2" W3" W1 1/2" W2" V1 1/2" VRISER ST6-SRISER ST6-PRISER ST8-SRISER ST8-PRISER ST10-SRISER ST10-PRISER ST11-PRISER ST11-SRISER ST9-PRISER ST9-SRISER ST7-SRISER ST7-PRISER ST12-PRISER ST12-SRISER ST13-SRISER ST13-PRISER ST8/9-PRISER ST10/12-SRISER 20RISER 21A, REFER TO RISER 19 AS SIMILARRISER 21B, REFER TO RISER 19 AS SIMILARAAVERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"2ND FLOOR EASTENLARGED PLANP407Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"12ND FLOOR EAST ENLARGED PLAN12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SETP407 NOTES:1. ALL SANITARY AND ROOF DRAIN PIPING LOCATED ABOVE PARKING GARAGE CEILING SHALL BE NO LOWER THAN 403.83' (9.-3" AFF).1 /1P407/1P406/1P4096" W3" W3" W3" W3" W4" W3" W3" W3" W4" W3" WT-1WC-2L-2S-4S-4 S-4L-2WC-3 WC-3L-2T-1T-1T-1T-1L-2WC-3WC-3L-2L-2WC-3T-1 T-1L-2WC-3S-4S-4S-4S-4WC-2S-4L-2T-1T-1WC-2L-26" RL4" RL4" RL4" RLRDN-3RDN-34" RL2" RLUNIT A6216UNIT A8217UNIT A7215UNIT A6214UNIT A7213UNIT A6212UNIT A5211UNIT D4210RISER 18ARISER 18B3" W2" W3" W2" W1 1/2" V1 1/2" VRISER 22RISER 20RISER 242" V3" W1 1/2" V2" W3" W1 1/2" V3" W3" W1 1/2" V3" W6" W3" WSD-1WSHR-1WSHR-13" W3" W3" W1 1/2" V3" W3" W1 1/2" V1 1/2" V1 1/2" V1 1/2" V1 1/2" V2" V3" W3" W1 1/2" V1 1/2" V3" W1 1/2" V1 1/2" V2" V3" W2" V3" W3" W3" W2" W1 1/2" VRISER 26RISER 27RISER 25RISER 25ARISER 25B REFER TO RISER 10.2 AS SIMILARRISER 25C REFER TO RISER 11.1 AS SIMILARRISER 25DRISER 25F REFER TO RISER 25A FOR SIMILARRISER 25HRISER 25IRISER 25G REFER TO RISER 11.1 AS SIMILARRISER 25E REFER TO RISER 10.2 AS SIMILARRISER ST23-P, PROVIDE CONNECTION TO ENTRANCE CANOPY GUTTER, COORDINATE OWNER. RISER ST14-SRISER ST14-PRISER ST15-SRISER ST15-PRISER ST14/15-P3" W1 1/2" VRISER 27.1RISER 27.2RISER 27.2ARISER 27.2B3" W3" W1 1/2" V4" W3" WWSHR-1SD-1WSHR-1ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"2ND FLOOR SOUTHENLARGED PLANP408Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"12ND FLOOR SOUTH ENLARGED PLAN12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET1. REFER TO P001/5 FOR TYPICAL BACKOUTLET TOILET DETAIL FOR UNITS 211-216.P408 NOTES:1 /1P406/1P4084" RL4" W3" W3" W4" W3" W3" W3" W1 1/2" W4" W3" W1 1/2" W3" W3" RL3" W4" W3" W2" W3" W3" RL3" W3" W1 1/2" W2" W3" W3" W3" W2" W2" W2" W2" W1 1/2" W2" W1 1/2" WS-4T-1WC-2L-2T-1WC-2T-1SHW-2WC-2L-2WC-2SHW-2S-4S-4S-4WC-2SHW-2L-2L-2T-1WC-2L-2T-1T-1WC-2L-2L-2WC-2WC-2L-2S-4 S-4S-4S-4T-1L-2SHW-3WC-2L-23" W2" RL2" RL2" RL3" RL3" RL3" RL3" RL3" RLUNIT D6220UNIT B2219UNIT D5218UNIT D7221UNIT A9222UNIT A10223UNIT A9224UNIT A10225RISER ST16/17-SRISER ST16-PRISER ST17-PRISER ST18-PRISER ST18-SRISER ST22-SRISER ST22-PRISER ST20-SRISER ST20-PRISER ST21-PRISER ST21-SRISER ST19-PRISER ST19-SRISER 29.2CRISER 29.2DRISER 29.2BRISER 29.2ARISER 29.1SD-1WSHR-1WSHR-12" V2" V1 1/2" W1 1/2" V1 1/2" WRISER 28RISER39CRISER 39BRISER 39ASD-1WSHR-1SD-1WSHR-1RISER 404" W3" W2" W3" W3" W2" V2" W2" W1 1/4" VWSHR-1SD-1WSHR-13" W2" V2" V1 1/2" V3" WRISER 30.1RISER 30.2ARISER 30.2BRISER 31.2RISER 31.1RISER 32.3RISER 32.2RISER 32.1RISER 33ARISER 33B3" W2" W1 1/2" V1 1/2" V4" WSD-1WSHR-1WSHR-1SD-1RISER 31.1RISER 34.3RISER 34.2RISER 34.1RISER 35.53" W3" W2" W1 1/2" VRISER 35.1RISER 35.2RISER 35.3RISER 35.4RISER 37RISER 36RISER 38ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"2ND FLOOR WESTENLARGED PLANP409Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"1SECOND FLOOR WEST ENLARGED PLAN12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 /1P406L-2WC-2WC-2L-22" W2" W2" W1 1/2" V3" W3" W3" W1 1/2" V3" W3" WSHW-2S-4T-12" W4" W4" W3" WS-4WC-2L-2T-1WC-2L-2SHW-2T-1WC-2L-2S-4L-2WC-2T-1S-4S-4T-1WC-2L-2T-1WC-2L-2WC-2WC-2L-2SHW-1SHW-1L-2L-2UNIT D9228UNIT D10229UNIT D8227UNIT D11230UNIT B3226UNIT D12231NORTHSTAIRNORTHCORRIDOR2393" RL3" RL4" RLUNIT B3226RISER 2.1RISER 2.2A4" W2" W1 1/2" V1 1/2" W3" W1 1/2" V2" V3" W1 1/2" V1 1/2" W3" W2" W3" W2" W1 1/2" W1 1/2" VWSHR-12" WSD-1SD-1WSHR-11 1/2" V1 1/2" V4" W2" W1 1/2" W3" W1 1/2" W1 1/2" V1 1/2" WRISER 2.2B4" W1 1/2" W1 1/2" WPROVIDE AAV2" W1 1/2" W1 1/2" V2" W3" W1 1/2" V1 1/2" WSD-11 1/2" VWSHR-1RISER 3RISER 3ARISER 3BRISER 3CRISER 4.1RISER 4.24" W4" W3" W3" W3" W1 1/2" W1 1/2" W1 1/2" V3" W3" W1 1/2" V1 1/2" V3" W2" W1 1/2" VSD-12" WWSHR-1RISER 4.1ARISER 4.1BRISER 4.1CRISER 4.2ARISER 4.2B3" W2" W1 1/2" V2" WRISER 5SD-12" W3" W3" W1 1/2" WWSHR-1RISER 5ARISER 5B1 1/2" V2" W2" W1 1/2" W1 1/2" VRISER 6DRISER ST1-PRISER ST2-SRISER ST3-PERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"2ND FLOOR NORTHENLARGED PLANP410Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"12ND FLOOR NORTH ENLARGED PLAN12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SETP410 NOTES:1. ALL SANITARY AND ROOF DRAIN PIPING LOCATED ABOVE PARKING GARAGE CEILING SHALL BE NO LOWER THAN 403.83' (9.-3" AFF).1 /1P413/1P415/1P414/1P412/1P412/1P414L-2WC-2WC-2L-21 1/2" V1 1/2" VFD-1SHW-2T-1WC-2S-4L-2WC-2T-1T-1WC-2L-2S-4S-4WC-2L-2T-1L-2WC-2SHW-2L-2WC-2S-4S-4T-1SHW-24" RL4" RL3" RL3" RLUNIT B3326NORTHSTAIRNORTHCORRIDOR339UNIT D12331UNIT A11332UNIT A12333ELEC/DATA337UNIT C2334UNIT C1301CENTRALSTAIRELEV 2ELEV 1ELEVATORLOBBY338SOUTHCORRIDOR340RISER 5ARISER 5BRISER 6ARISER 6BRISER 6CRISER 6DRISER 6ERISER 7CRISER 7BRISER 7ARISER 8.1BRISER 8.1 ARISER 8.2RISER 9RISER 23RISER ST4-SRISER ST4-PRISER ST5-SRISER ST5-PERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"3RD FLOOR COREENLARGED PLANP411Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"1THIRD FLOOR CORE ENLARGED PLAN12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 /1P411/1P413FD-1S-4S-4 S-4WC-2L-2T-1T-1L-2WC-2L-2WC-2T-1T-1L-2WC-2S-4S-4WC-2L-2SHW-2S-4T-1T-1L-2WC-2WC-2L-2L-2 L-2WC-2T-1T-1WC-2L-2S-4S-4T-1L-2WC-2T-1WC-2L-2UNIT A1302UNIT A2303UNIT A3304UNIT A4305TELECOM336UNIT B1309UNIT D3308UNIT D2307EAST STAIRUNIT D13064" RL4" RL4" RL4" RL4" RL4" RLRISER 10.1RISER 10.2RISER 11.1RISER 11.2BRISER 11.2ARISER 12RISER 13.1RISER 13.2RISER 14BRISER 14ARISER 15ARISER 15BRISER 16ARISER 16BRISER 16CRISER 16DRISER 16ERISER 16FRISER 17RISER 19BRISER 19AIDENTICAL TO WESTERN SIDE OF RISER 19RISER 21A RISER 21BRISER ST6-SRISER ST6-PRISER ST8-SRISER ST8-PRISER ST10-SRISER ST10-PERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"3RD FLOOR EASTENLARGED PLANP412Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"1THIRD FLOOR EAST ENLARGED PLAN12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 /1P411/1P412/1P414T-1T-1L-2WC-2L-2WC-2S-4S-4S-4S-4WC-2L-2T-1T-1L-2WC-2T-1S-4L-2WC-2T-1WC-2L-2S-4S-4S-4L-2WC-2L-2T-1T-1WC-2L-2T-1WC-2T-1SOUTHCORRIDOR3404" RL4" RL4" RL4" RLUNIT D4310UNIT A5311UNIT A6312UNIT A7313UNIT A6314UNIT A7315UNIT A6316UNIT A8317RISER 18ARISER 18BRISER 22RISER 20RISER 25ARISER 25B REFER TO RISER 10.2 AS SIMILARRISER 25C REFER TO RISER 11.1 AS SIMILARRISER 25DRISER 25F REFER TO RISER 25A FOR SIMILARRISER 25HRISER 25IRISER 25G REFER TO RISER 11.1 AS SIMILARRISER 25E REFER TO RISER 10.2 AS SIMILARRISER 24RISER ST14-SRISER ST14-PRISER ST15-SRISER ST15-PRISER ST22-SRISER 26RISER 27.1RISER 27.2RISER 27.2BERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"3RD FLOOR SOUTHENLARGED PLANP413Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"1THIRD FLOOR SOUTH ENLARGED PLAN12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 /1P413/1P411S-4WC-2T-12" W3" W1 1/2" WS-42" W2" W2" W3" RL4" RL3" W1 1/2" W1 1/2" W3" W3" W3" WWSHR-1SHW-3T-1WC-2L-2S-4S-4 S-4S-4WC-2L-2T-1T-1T-1L-2WC-2WC-2L-2WC-2L-2T-1S-4T-1WC-2L-2L-2WC-2WC-2L-2SHW-2SHW-2S-4S-4SHW-2WC-2L-2L-2T-1WC-2L-2S-4UNIT D7321UNIT D6320UNIT B2319UNIT D5318UNIT A13322UNIT A14323UNIT A133242" RL2" RL2" RL2" RLUNIT A14325RISER ST20-PRISER ST20-SRISER ST21-PRISER ST16/17-SRISER ST16-PRISER ST17-PRISER ST18-PRISER ST18-SRISER ST19-PRISER ST19-SRISER ST22-SRISER ST22-PRISER 29.2CRISER 29.2DRISER 29.2BRISER 29.2ARISER 29.1RISER 28RISER 30.1RISER 30.2ARISER 30.2B1 1/2" VRISER39CRISER 39BRISER 39ARISER 31.2RISER 32.3RISER 32.1RISER 33ARISER 33BRISER 31.1RISER 34.3RISER 34.2RISER 34.1RISER 35.1RISER 35.2RISER 35.3RISER 37RISER 36RISER 382" W3" WRISER 32.2ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"3RD FLOOR WESTENLARGED PLANP414Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"1THIRD FLOOR WEST ENLARGED PLAN12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 /1P411L-2WC-2WC-2L-21 1/2" V1 1/2" VNORTHCORRIDOR338SHW-2T-1WC-2SHW-1SHW-1L-2L-2L-2WC-2WC-2T-1WC-2L-2T-1WC-2L-2S-4S-4T-1WC-2L-2L-2WC-2T-1S-4WC-2T-1S-4L-2WC-2SHW-2L-2SHW-2UNIT B3326NORTHSTAIRNORTHCORRIDOR339RDN-1RDN-3UNIT D8327UNIT D11330UNIT D10329UNIT D9328RDN-13" RL3" RL3" RL4" RLRISER 1RISER 2.1RISER 2.2ARISER 2.2BRISER 3ARISER 3BRISER 3CRISER 4.1ARISER 4.1BRISER 4.1CRISER 4.2ARISER 4.2BRISER 5ARISER 5BRISER 6DRISER 6ERISER ST1-SRISER ST1-PRISER ST2-SRISER ST2-PRISER ST3-SRISER ST3-PERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"3RD FLOOR NORTHENLARGED PLANP415Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"1THIRD FLOOR NORTH ENLARGED PLAN12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 /1P418/1P420/1P419/1P417/1P4191 1/2" VL-2WC-2WC-2L-2ELEVATORLOBBY437SOUTHCORRIDOR439ELEVATORLOBBY437ELEVATORLOBBY437ELEVATORLOBBY437ELEVATORLOBBY437ELEVATORLOBBY437ELEVATORLOBBY437ELEVATORLOBBY437ELEVATORLOBBY437NORTHCORRIDOR438ELEC/DATA437ELEV 2ELEV 1CENTRALSTAIRFD-1L-2SHW-2T-1S-4S-4L-2WC-2T-1T-1WC-2L-2S-4WC-2L-2L-2WC-2T-1SHW-2S-4S-4L-2WC-2T-1SHW-2UNIT B3426NORTHSTAIRUNIT D12431UNIT A11432UNIT A12433UNIT C2434UNIT C1401TRASHROOM4353" RL3" RL4" RL4" RLUNIT D12431RISER 6ERISER 8.2RISER 23RISER 5ARISER 5BRISER 6DRISER 6ARISER 6BRISER 6CRISER 7CRISER 7BRISER 7ARISER 8.1BRISER 8.1 ARISER 9RISER ST4-SRISER ST4-PRISER ST5-SRISER ST5-PERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"4TH FLOOR COREENLARGED PLANP416Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"1FOURTH FLOOR CORE ENLARGED PLAN12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 /1P416/1P418SOUTHCORRIDOR439S-4WC-2L-2T-1T-1L-2WC-2 WC-2L-2T-1S-4 S-4T-1WC-2L-2S-4S-4SHW-2L-2WC-2S-4T-1WC-2L-2L-2 L-2WC-2T-1T-1WC-2T-1L-2 WC-2L-2S-4S-4T-1WC-2L-2T-1WC-2L-2FD-1EAST STAIRUNIT D1406UNIT D2407UNIT A4405UNIT A3404UNIT A2403UNIT A1402UNIT B1409UNIT D3408TELECOM4364" RL4" RL4" RL4" RL4" RL4" RLT-1RISER 10.1RISER 10.2RISER 11.1RISER 11.2BRISER 11.2ARISER 17RISER 19BRISER 19AIDENTICAL TO WESTERN SIDE OF RISER 19RISER 21A RISER 21BRISER 13.1RISER 13.2RISER 14BRISER 14ARISER 15ARISER 15BRISER 16ARISER 16BRISER 16CRISER 16DRISER 16ERISER 16FRISER ST6-SRISER ST6-PRISER ST8-SRISER ST8-PRISER ST10-SRISER ST10-PERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"4TH FLOOR EASTENLARGED PLANP417Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"1FOURTH FLOOR EAST ENLARGED PLAN12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 /1P417/1P416/1P419SOUTHCORRIDOR439T-1WC-2L-2S-4S-4 S-4L-2WC-2T-1T-1L-2WC-2S-4WC-2L-2T-1T-1T-1L-2WC-2 WC-2L-2S-4S-4S-4S-4L-2WC-2 WC-2L-2T-1T-1T-1WC-2L-2UNIT A6416UNIT A7415UNIT A6414UNIT A7413UNIT A6412UNIT A5411UNIT D4410UNIT A84174" RL4" RL4" RL4" RLRISER 18ARISER 18BRISER 22RISER 20RISER 25ARISER 25B REFER TO RISER 10.2 AS SIMILARRISER 25C REFER TO RISER 11.1 AS SIMILARRISER 25DRISER 25F REFER TO RISER 25A FOR SIMILARRISER 25HRISER 25IRISER 25G REFER TO RISER 11.1 AS SIMILARRISER 25E REFER TO RISER 10.2 AS SIMILARRISER 24RISER ST14-SRISER ST14-PRISER ST15-SRISER ST15-P2P507RISER 26RISER 27.1RISER 27.2RISER 27.2BERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"4TH FLOOR SOUTHENLARGED PLANP418Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"1FOURTH FLOOR SOUTH ENLARGED PLAN12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 /1P418/1P416T-1WC-2RD-2RD-2RD-2WC-2L-2T-1T-1WC-2L-2T-1L-2WC-2L-2T-1S-4 S-4T-1L-2WC-2S-4T-1WC-2L-2WC-2 SHW-2L-2S-4T-1WC-2L-2S-4S-42" RL4" RL3" RL3" RL3" RL3" RL3" RL3" RLUNIT B4422UNIT A15423UNIT A13424UNIT A14425UNIT D5418UNIT D13420SOUTHCORRIDOR440RISER ST16/17-SRISER ST16-PRISER ST17-PRISER ST18-PRISER ST18-SRISER ST22-SRISER ST22-PRISER ST20-PRISER ST20-SRISER ST21-PRISER ST21-SRISER ST19-PRISER ST19-SRISER 29.2CRISER 29.2DRISER 29.2BRISER 29.2ARISER 29.1RISER 28RISER 30.1RISER 30.2ARISER 30.2BRISER39CRISER 39BRISER 39ARISER 33BRISER 35.2WSHR-13" W3" W2" V1 1/2" V1 1/2" V3" WWSHR-13" WWSHR-12" W2" V2" V1 1/2" WRISER 30.2ACRISER 30.2ABRISER 30.2AA3" W2" V1 1/2" VRISER 35.33" V3" V3" VERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"4TH FLOOR WESTENLARGED PLANP419Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"1FOURTH FLOOR WEST ENLARGED PLAN12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 /1P4161 1/2" VL-2WC-2WC-2L-2L-2SHW-2T-1SHW-1SHW-1L-2L-2L-2WC-2WC-2WC-2L-2T-1L-2WC-2T-1S-4S-4T-1WC-2L-2L-2T-1WC-2S-4WC-2T-1S-4SHW-2L-2WC-2L-2SHW-2UNIT B3426NORTHSTAIRUNIT D12431UNIT D8427UNIT D11430UNIT D8427UNIT D10429UNIT D94284" RL4" RL3" RL3" RLRISER 6ERISER 1RISER 2.1RISER 2.2ARISER 2.2BRISER 3ARISER 3BRISER 3CRISER 4.1ARISER 4.1BRISER 4.1CRISER 4.2ARISER 4.2BRISER 5ARISER 5BRISER 6DRISER ST1-SRISER ST1-PRISER ST2-SRISER ST2-PRISER ST3-SRISER ST3-PERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"4TH FLOOR NORTHENLARGED PLANP420Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"1FOURTH FLOOR NORTH ENLARGED PLAN12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 /1P423/1P425/1P422/1P422/1P424L-2WC-23" WELEVATORLOBBY537NORTHCORRIDOR538CENTRALSTAIRELEV 2ELEV 1S-4T-1S-4T-1WC-2L-2T-1WC-2L-2S-4S-4WC-2L-2T-1L-2WC-2SHW-2S-4S-4T-1L-2WC-2FD-1UNIT C1501UNIT C2534ELEC/DATA537TRASHROOM535UNIT A12533UNIT A11532UNIT D12531NORTHSTAIR4" RL4" RL3" RL3" RLUNIT D125311 1/2" W1 1/2" VRISER 8.2RISER 6ERISER 5BRISER 6DRISER 6ARISER 6BRISER 6CRISER 23RISER 7CRISER 7BRISER 7ARISER 8.1BRISER 8.1 ARISER 9RISER ST4-SRISER ST4-PRISER ST5-SRISER ST5-PRISER ST22-SERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"5TH FLOOR COREENLARGED PLANP421Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"1FIFTH FLOOR ENLARGED CORE PLAN12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 /1P421/1P423SOUTHCORRIDOR539FD-1S-4 S-4L-2WC-2WC-2L-2T-1 T-1WC-2L-2T-1S-4S-4WC-2L-2SHW-2S-4T-1WC-2T-1WC-2L-2L-2S-4T-1WC-2L-2T-1WC-2L-2T-1WC-2L-2L-2L-2WC-2T-1S-44" RL4" RL4" RL4" RL4" RL4" RLUNIT A1502UNIT A2503UNIT A3504TELECOM536UNIT A4505UNIT B1509UNIT D3508UNIT D2507EAST STAIRUNIT D1506RISER 10.1RISER 11.1RISER 11.2BRISER 11.2ARISER 17RISER 19BRISER 19AIDENTICAL TO WESTERN SIDE OF RISER 19RISER 21A RISER 21BRISER 13.1RISER 13.2RISER 14BRISER 14ARISER 15ARISER 15BRISER 16ARISER 16BRISER 16CRISER 16DRISER 16ERISER 16FRISER ST6-SRISER ST6-PRISER ST8-SRISER ST8-PRISER ST10-SRISER ST10-PERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"5TH FLOOR EASTENLARGED PLANP422Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"1FIFTH FLOOR EAST ENLARGED PLAN12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 /1P421/1P422/1P424T-1L-2WC-2WC-2L-2T-1 T-1WC-2L-2S-4S-4S-4S-4 S-4WC-2L-2WC-2L-2T-1T-1S-4S-4WC-2L-2WC-2L-2T-1T-1T-1WC-2L-2S-4T-1WC-2L-24" RL4" RL4" RL4" RLUNIT A8517UNIT A6516UNIT A7515UNIT A6514UNIT A7513UNIT A6512UNIT A5511UNIT D4510RISER 18ARISER 18BRISER 22RISER 20RISER 25ARISER 25B REFER TO RISER 10.2 AS SIMILARRISER 25C REFER TO RISER 11.1 AS SIMILARRISER 25DRISER 25F REFER TO RISER 25A FOR SIMILARRISER 25HRISER 25IRISER 25G REFER TO RISER 11.1 AS SIMILARRISER 25E REFER TO RISER 10.2 AS SIMILARRISER 24RISER ST14-SRISER ST14-PRISER ST15-SRISER ST15-PRISER 26RISER 27.1RISER 27.2RISER 27.2BERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTION1/4" = 1'-0"5TH FLOOR SOUTHENLARGED PLANP423Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"1FIFTH FLOOR SOUTH ENLARGED PLAN12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 /1P423/1P421S-4T-1WC-2L-2S-4WC-2L-2T-1T-1T-1L-2WC-2 WC-2L-2T-1L-2WC-2T-1SHW-2WC-2L-2L-2T-1WC-2L-2S-4S-4S-4S-4WC-2L-24" RL3" RL3" RL3" RLWC-2UNIT B4522UNIT A15523UNIT A13524UNIT A14525UNIT D13520UNIT D5518RISER ST16/17-SRISER ST16-PRISER ST17-PRISER ST18-PRISER ST18-SRISER ST22-SRISER ST22-PRISER 29.2CRISER 29.2DRISER 29.2BRISER 29.2ARISER 29.1RISER 28RISER 30.1RISER 30.2BRISER39CRISER 39BRISER 39ARISER 33BRISER 35.2RISER 30.2ACRISER 30.2ABRISER 30.2AARISER 35.32" V3" V1 1/2" V3" WERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"5TH FLOOR WESTENLARGED PLANP424Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"1FIFTH FLOOR WEST ENLARGED PLAN12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 /1P421L-2WC-23" WRD-1RD-1S-4T-1WC-2L-2L-2SHW-3L-2WC-2WC-2T-1L-2S-4T-1NORTHSTAIR3" RL3" RL4" RL4" RLUNIT B5530UNIT D14527UNIT D125313" V4" V1 1/2" V3" V1 1/2" V1 1/2" V4" V3" V1 1/2" V4" V1 1/2" V4" V4" V4" V1 1/2" V3" V2" W1 1/2" V1 1/2" W2" V1 1/2" WWSHR-11 1/2" WWSHR-12" W1 1/2" V1 1/2" W1 1/2" VRISER 4.1ARISER 4.2ARISER 4.2BRISER 5BRISER 6DRISER 3BRISER 4.1CRISER ST1-SRISER ST1-PRISER ST2-SRISER ST2-PRISER ST3-SRISER ST3-P2" V1 1/2" V1 1/2" VERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"5TH FLOOR NORTHENLARGED PLANP425Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"1FIFTH FLOOR NORTH ENLARGED PLAN12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 10" W4" W6" W4" W10" W6" W4" W6" W6" W4" W4" W3" W3" W2" W1 1/2" V3" W2" W3" W1 1/2" V2" V2" V2" WFD-1SP-1SP-1CO-1FD-1CO-1CO-1FD-1FD-2FD-2FD-2FD-3RISER 1RISER 2RISER 3RISER 4RISER 5RISER 6RISER 7RISER 8RISER 9RISER 10RISER 11RISER 12RISER 13RISER 14RISER 15RISER 16RISER 17RISER 18RISER 19RISER 20RISER 21RISER 22RISER 23RISER 24RISER 26RISER 25RISER 27RISER 28RISER 29RISER 30RISER 31RISER 32RISER 33RISER 34RISER 35RISER 36RISER 37RISER 38 WC-1WC-1L-1L-1SHW-1SD-1S-3CO-2S-1FD-1S-2SD-1EWC-11 1/2" V2" V3" W4" W3" W3" W3" W3" W1 1/2" V2" V3" W4" W3" W4" W3" W3" W4" W6" W4" W4" W4" W6" W3" W3" W4" W4" W2" W2" W6" W6" W4" W2" V4" W3" W3" W2" V1 1/2" V3" W1 1/2" W3" W2" V6" W3" W2" V1 1/2" V2" V1 1/2" V3" W2" W2" W1 1/4" W1 1/4" V2" W2" W2" V2" W2" W1 1/2" W2" W4" W3" W4" W4" W3" W4" W4" W4" W3" W4" W4" W4" W6" W4" W4" W4" WTO RISER 25TO RISER 251 1/2" VRISER 40RISER 39ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTIONUNDERSLAB AND 1STFLOOR DWV ISOMETRICP501Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1DWV UNDERSLAB AND 1ST FLOOR ISOMETRIC12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SETDWV 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-1SHW-1L-2L-2L-2WC-2WC-24" W2" W3" W3" W1 1/2" W1 1/2" W1 1/2" V1 1/2" V2" V1 1/2" V1 1/2" V3" W1 1/2" V2" V2" V1 1/2" V1 1/2" V3" V3" VTO DWV RISER 22ND FLOOR, FLOORS 3-4 SIMILARL-2WC-2T-1S-4T-1WSHR-1SD-1SD-1WSHR-1L-2WC-2L-2WC-2T-1S-41 1/2" V1 1/2" V2" W2" W3" W1 1/2" W3" W3" W2" W1 1/2" W1 1/2" V1 1/2" V1 1/2" V3" V4" V4" V3" V1 1/2" V1 1/2" V3" W3" W4" W1 1/2" V1 1/2" V1 1/2" W2" W4" W3" W3" W1 1/2" WTO DWV RISER 1TO DWV RISER 3RISER 2.1RISER 2.2BRISER 2.2A3" V2ND FLOOR, FLOORS 3-4 SIMILAR2ND FLOOR, FLOORS 3-4 SIMILARAAVS-4T-1S-4WC-2L-2WSHR-1SD-14" W1 1/2" W3" W2" W3" W1 1/2" W1 1/2" V1 1/2" V2" W2" W1 1/2" W2" W1 1/2" W1 1/2" V4" V4"VTR2" V4" V3" VTO DWV RISER 2RISER 3ARISER 3BRISER 3CAAVSECOND FLOOR, FLOORS 3-4 SIMILAR1 1/2" V3"VTR1 1/2" V1 1/2" V1 1/2" V1 1/2" WSHW-2WC-2WC-2L-2L-2T-1WSHR-1WC-2L-2SHW-3L-2L-2WC-2WSHR-1L-2WC-22ND FLOOR, FLOORS 3-4 SIMILAR3"VTR3"VTR3"VTR3" W2" W1 1/2" V3" W3" W1 1/2" VT-1SD-1WSHR-12" W1 1/2" W3" W3" W2" W3" W3" W1 1/2" W2" W3" W2" W3" W3" W1 1/2" WRISER 4.1ARISER 4.1BRISER 4.1CRISER 4.2ARISER 4.2B4" W4" W2ND FLOOR, FLOORS 3-4 SIMILAR5TH FLOOR5TH FLOOR3"VTRWC-2L-2WC-2L-2SHW-2WSHR-1SD-14" W1 1/2" W1 1/2" V3" W2" W2" W3" W2" W2" W3" W1 1/2" V1 1/2" V3" W3" W1 1/2" V1 1/2" V3"VTR3"VTRTO RISER 6RISER 5ARISER 5B2ND FLOOR, FLOORS 3-5 SIMILAR. FLOORS 3-4 FAMILIAR FOR RISER 5A1 1/2" VS-4WSHR-1SD-1S-4WC-2L-2T-1T-1WC-2L-2TO RISER 6D-6ERISER 6ARISER 6BRISER 6C2" W3" W3" W1 1/2" W3" W4" W1 1/2" W3" W4" W1 1/2" V1 1/2" W3" W3" W2" V3"VTR2" V1 1/2" V1 1/2" V1 1/2" V3"VTRRISER 62ND FLOOR , FLOORS 3-5 SIMILART-1S-4TO RISER 6A-6C3" W1 1/2" W1 1/2" W2" W2" V1 1/2" V1 1/2" V1 1/2" W1 1/2" W3"VTR1 1/2" V2" VTO RISER 5RISER 6DRISER 6E2ND FLOOR , FLOORS 3-4 SIMILAR5TH FLOOR2ND FLOOR , FLOORS 3-5 SIMILARS-4ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTIONDWV RISERS 1-6ISOMETRICSP502Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET1DWV RISER 12DWV RISER 23DWV RISER 34DWV RISER 45DWV RISER 57DWV RISER 6A-6C6DWV RISER 6D-6EDWV 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-1WC-2L-2S-4WSHR-1WSHR-1SD-12" W1 1/2" V2" V3" W4" W3" W1 1/2" V2" W3" W2" V3" W3" W2" V1 1/2" W2" V3"VTR3"VTR2" V2" V1 1/2" V2ND FLOOR, FLOORS 3-5 SIMILARRISER 7BRISER 7CRISER 7ASHW-2L-2WC-2FD-1WSHR-1SD-13" V1 1/2" V3"VTR3"VTR3" V3" V1 1/2" V1 1/2" V1 1/2" V3" W3" W3" W4" W3" W2" W1 1/2" V3" W1 1/2" V2ND FLOORS, FLOORS 3-5 SIMILARRISER 8.1ARISER 8.1BRISER 8.2S-4S-43" W1 1/2" W1 1/2" V2" V2" W3"VTR2ND FLOOR, FLOORS 3-5 SIMILARS-4SD-1WSHR-1WSHR-13" W1 1/2" V2" W3"VTR2ND FLOOR, FLOORS 3-5 SIMILARRISER 10.1RISER 10.23"VTRS-4S-4S-4SD-1WSHR-1WSHR-13"VTR3"VTR3" W3" W3" W2" W1 1/2" V2" W3" W1 1/2" W1 1/2" V1 1/2" W3" W2" W1 1/2" V3" WRISER 11.2BRISER 11.2ARISER 11.12ND FLOOR, FLOORS 3-5 SIMILAR3"VTR3"VTR1 1/2" V1 1/2" V1 1/2" V1 1/2" W2" WWC-2WSHR-1SD-1L-24" WSHW-13" W3" W1 1/2" W2" W1 1/2" V3" W1 1/2" V2" V3" V2" V3"VTR2ND FLOOR, FLOORS 3-5 SIMILARL-2WC-2T-1WC-2L-22" V3" W3" W2" W1 1/2" V3" V3" V3"VTR2ND FLOOR, FLOORS 3-5 SIMILARRISER 13.1RISER 13.2S-4S-4WSHR-1SD-13" W2" W1 1/2" V2" W3" W2" W1 1/2" VT-1RISER 14CRISER 14ARISER 14B1 1/2" V1 1/2" W3"VTR3"VTR1 1/2" V1 1/2" V1 1/2" V1 1/2" V1 1/2" W2ND FLOOR, FLOORS 3-5 SIMILARS-4S-43"VTR3"VTR1 1/2" W1 1/2" W2" W2" W3" W1 1/2" W3" W1 1/2" WRISER 15BRISER 15AAAVAAV2ND FLOOR, FLOORS 3-5 SIMILART-1T-1L-2L-2L-2WC-2WC-2T-1T-1WC-2WC-2L-2L-2SD-1WSHR-1WSHR-1SD-13"VTR3"VTR3" V2" V2" V2" V1 1/2" V1 1/2" V3" W3" W3" W3" W2" W2" W3" W4" W2" W3" W1 1/2" W3" W4" W4" WRISER 16ARISER 16BRISER 16CRISER 16ERISER 16DRISER 16F2ND FLOOR, FLOORS 3-5 SIMILARAAVERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTIONDWV RISERS 7-16ISOMETRICSP503Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET1DWV RISER 72DWV RISER 83DWV RISER 94DWV RISER 105DWV RISER 116DWV RISER 127DWV RISER 138DWV RISER 149DWV RISER 1510DWV RISER 16DWV 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-1FD-1WC-2L-21 1/2" W2" W3" W1 1/2" V3" W3"VTR3"VTRRISER 172ND FLOOR, FLOORS 3-5 SIMILAR T-1SD-1WSHR-13"VTR1 1/2" V2" V1 1/2" V2" V3" W2" W3" WRISER 18ARISER 18BRISER 182ND FLOOR, FLOORS 3-5 SIMILAR T-1WC-2L-2RISER 19BRISER 19A1 1/2" V1 1/2" W3" W3" W1 1/2" V1 1/2" V1 1/2" V2" W2" V3" V2" V2" V3"VTR2ND FLOOR, FLOORS 3-5 SIMILAR . 2ND FLOOR WESTERN DWV LAYOUT NOT SHOWN, IDENTICAL AS EASTERN SIDEWESTERN SIDET-1T-13"VTR2" V1 1/2" V3" W1 1/2" V2" W3" V2ND FLOOR, FLOORS 3-5 SIMILAR T-1WC-2WSHR-1L-2SD-1FD-1FD-1FD-11 1/2" V2" W3" W3" W3" W1 1/2" V1 1/2" V2" V3" W2" V3" W1 1/2" V3" W2" V1 1/2" V3" V3"VTR3" W1 1/2" V2ND FLOOR, FLOORS 3-5 SIMILAR PENTHOUSET-1T-13"VTR2" V1 1/2" V2" V1 1/2" V2" W3" W2ND FLOOR, FLOORS 3-5 SIMILARERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTIONDWV RISERS 17-24ISOMETRICSP504Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET1DWV RISER 172DWV RISER 183DWV RISER 194DWV RISER 205DWV RISER 236DWV RISER 24DWV 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-1WC-2L-2L-2WC-2S-4WSHR-1SD-1WC-3 L-2WC-3L-2S-4S-4WSHR-1WSHR-1SD-1L-2WC-3WC-3L-2S-4S-4WSHR-1WSHR-1SD-1WC-3L-2WC-3L-23" W3" W3" W3" W3" W3" W3" W6" W3" W3" W3" W4" W3" W1 1/2" W3" W3" W4" W3" W3" W3" W3" W3" W3" W1 1/2" V2" V2" W2" W2" V2" V3"VTR2" V2" V3"VTR2" V3"VTR3"VTR3"VTR3"VTR3"VTR3"VTR3"VTR2ND FLOOR, FLOORS 3-5 SIMILARRISER 25ARISER 25BRISER 25CRISER 25DRISER 25ERISER 25FRISER 25GRISER 25HRISER 25I1 1/2" VFROM S-32" VFROM FD-3ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTIONDWV RISER 25ISOMETRICP505Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET1DWV RISER 25DWV 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"VTR3" W2" V1 1/2" V2" W3" W3" WL-2WC-2T-12ND FLOOR, FLOORS 3-5 SIMILARS-4WSHR-1WSHR-1SD-1S-4S-43" W4" W4" W3" W2" W1 1/2" V2" W2" V2" V3"VTR3" V2" V3" V3"VTR1 1/2" V3" W3" W3" W2" VRISER 27.1RISER 27.2RISER 27.2ARISER 27.2B2ND FLOOR, FLOORS 3-5 SIMILARSHW-2WC-2L-2L-23" W2" V2" W2" W1 1/2" W3" W3"VTR2ND FLOOR, FLOORS 3-5 SIMILAR3" W3"VTR3"VTR3"VTR3"VTR3"VTRT-1WC-2L-2S-4T-1WC-2L-2WSHR-1WSHR-1SD-13" W1 1/2" V3" W2" W1 1/2" V2" V2" V1 1/2" V2" W2" V1 1/2" W3" W4" W3" W1 1/2" W1 1/2" V2" V3" V2" V2" V3" W4" WRISER 29.1RISER 29.2RISER 29.2ARISER 29.2BRISER 29.2CRISER 29.2D2ND FLOOR, FLOORS 3-5 SIMILAR2ND FLOOR, FLOORS 3-5 SIMILARS-4S-4S-4S-4L-2WC-2WC-2T-1T-1L-2WSHR-1WSHR-1S-4WC-2L-2WC-2L-2BACK TO BACK WSHR-1/SD-1 ASSEMBLYFROM RISER 40FROM 1ST FLOOR FIXTURESFROM 1ST FLOOR FIXTURES2ND FLOOR2ND FLOOR, 3RD FLOOR SIMILAR3RD FLOOR, FLOORS 4-5 SIMILAR4TH FLOOR, 5TH FLOOR SIMILARRISER 30.1RISER 30.2RISER 30.2BRISER 30.2ARISER 30.2AARISER 30.2ABRISER 30.2ABC3"VTR1 1/2" V3"VTR2" V2" V1 1/2" W3" W3"VTR3"VTR3" W3" W3" W1 1/2" V2" W3" W1 1/2" V3" W1 1/2" W1 1/2" V1 1/2" W1 1/2" V3" W4" W2" V2" W3" W3" WFROM RISER 31 2" VT-1WC-2L-2T-1S-4WC-2L-2SHW-3WSHR-1SD-1S-4WSHR-1L-2WC-2T-1WC-2SHW-3L-2RISER 32.2RISER 32.1RISER 32.3RISER 31.2RISER 31.1TO RISER 30TO RISER 332" V1 1/2" V3" W3" W4" W4" W3" W3" W3" W3" W1 1/2" V2" V2" V1 1/2" V1 1/2" V2" V3" W2" W2" W1 1/2" W1 1/2" V1 1/2" V1 1/2" VT-1WC-2L-2L-2WC-2T-1T-1WC-2L-2FROM RISER 32RISER 33ARISER 33B3" W2" W2" W3" W1 1/2" V3" W2" W2" V3"VTRS-4T-1L-2 WC-2WSHR-1SD-1AAVRISER 34.1RISER 34.2RISER 34.32ND FLOOR, 3RD FLOOR SIMILAR3"VTR3" W3" W1 1/2" V3" W3" W1 1/2" W1 1/2" V1 1/2" V2" V2" W3" WWC-2L-2WC-2L-2SHW-2T-1S-4WSHR-1WC-2L-2RISER 35.1RISER 35.2RISER 35.5RISER 35.3RISER 35.44TH FLOOR, 5TH FLOOR SIMILAR2ND FLOOR, 3RD FLOOR SIMILARFROM RISER 373"VTR2" V1 1/2" W2" V1 1/2" V2" W1 1/2" W3" W3" W2" W3" W3" W2" W1 1/2" V2" W3" W3" W3" W3" W2" V3" W2" V3" V3"VTR3"VTRSHW-2S-4FROM RISER 35FROM RISER 38RISER 36RISER 371 1/2" V2" V2" V1 1/2" V1 1/2" V1 1/2" V2" W2" W2" W1 1/2" V1 1/2" W2" W1 1/2" W1 1/2" W2" W2ND FLOOR, 3RD FLOOR SIMILARS-4S-42" W2" W1 1/2" W1 1/2" VFROM RISER 371 1/2" VS-4WSHR-1SD-1WSHR-1SD-1T-1WC-2L-2FROM SD-1 BELOW2" VRISER 39ARISER 39BRISER 39C2ND FLOOR, FLOORS 3-5 SIMILAR2ND FLOOR, FLOOR 3 SIMILAR4TH FLOOR, FLOOR 5 SIMILAR2" W4" W3" W2" V3" W2" V4" W3" W3" W2" V3"VTR3"VTR3"VTRT-1T-1FROM EWC-1FROM RISER 30 FROM FD-1 2" W2" W1 1/4" V1 1/2" V2" VERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTIONDWV RISERS 26-40ISOMETRICSP506Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SETDWV 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 262DWV RISER 273DWV RISER 284DWV RISER 295DWV RISER 306DWV RISER 31 and 327DWV RISER 338DWV RISER 349DWV RISER 3510DWV RISER 36 AND 3711DWV RISER 3812DWV RISER 3913DWV RISER 401 4" DOMESTIC WATER METER1" RW1" RW3" CW3" TW2 1/2" CW2 1/2" CW2 1/2" TW1" TW1" CW1 1/4" CW1 1/4" TW1 1/2" TW1 1/2" CW1 1/4" TW1 1/4" CW2" TW2" CW1 1/2" TW1 1/2" CW1 1/2" CW1 1/2" TW2" TW2" CW2 1/2" TW2 1/2" CW1 1/4" TW1 1/4" CW3/4" TW1 1/4" CW1 1/2" TW1 1/4" TW1" TW1 1/4" CW1 1/4" CW1 1/2" CW2 1/2" TW3" CW3" TW4" CW2" TW2 1/2" TW2 1/2" CW2" TW1 1/2" TW1 1/2" CW1 1/4" TW1 1/4" CW1 1/2" CW1 1/2" TW1" CW1" TW1" CW1" TW1" RW1" RW3/4" RW1" RWTO HB-2TO COFFEE MAKERTO FIRE PLACETO S-1RPZ-1DCVA-1DCVA-24" CW1 1/2" CW1 1/2" CW1 1/2" CWTO COMMERCIAL SPACE1/2" CW1/2" CW1/2" CW1/2" CW1" RW1/2" CWTO SPRINKLER SERVICE1/2" CW1/2" CW1/2" TW1/2" CW1/2" CWHB-11/2" CW1/2" TW1/2" TW1/2" CWS-3HB-2HB-2HB-21" RW1" RW1" RWHOSE BIB IN TRASH ROOM1/2" CW6" CW8"2ND FLOOR12' -0"3RD FLOOR22' -0"4TH FLOOR32' -0"5TH FLOOR42' -0"ROOF52' -0"2ND FLOOR406.543RD FLOOR22' -0"4TH FLOOR32' -0"5TH FLOOR42' -0"ROOF52' -0"2ND FLOOR406.54'3RD FLOOR416.54'4TH FLOOR426.54'5TH FLOOR436.54'ROOF446.54'2ND FLOOR406.54'3RD FLOOR416.54'4TH FLOOR426.54'5TH FLOOR436.54'ROOF446.54'PROVIDE CIRCUIT SETTER, BALANCE RECIRCULATION SYSTEMTYPICAL 1 BATHROOM MANIFOLDPROVIDE 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" CW3/4" TW1" TW1" CW1" TW1/2" CW1/2" TW3/4" CW3/4" CW3/4" TW3/4" TW1/2" RW11ACCESS PANEL1" CWPROVIDE SHUT OFF ON EACH RISER1L-2WC-2WSHR-1S-41" CW1" TW1/2" TW1/2" CW1/2" CW1/2" TW1/2" TW1/2" CW1/2" CWSHW-23/8" TW VALVED CONNECTION TO DISHWASHER1/4" CW VALVED CONNECTION TO FRIDGE1/2" TW1/2" CW2ND FLOOR12' -0"3RD FLOOR22' -0"4TH FLOOR32' -0"5TH FLOOR42' -0"2ND FLOOR406.543RD FLOOR22' -0"4TH FLOOR32' -0"5TH FLOOR42' -0"2ND FLOOR406.54'3RD FLOOR416.54'4TH FLOOR426.54'5TH FLOOR436.54'2ND FLOOR406.54'3RD FLOOR416.54'4TH FLOOR426.54'5TH FLOOR436.54'1" CW3/4" TW3/4" CW1" TW1/2" RW3/4" CW3/4" TW1" CW1" TWPROVIDE CIRCUIT SETTER, BALANCE RECIRCULATION SYSTEMTYPICAL 2 BATHROOM MANIFOLDSPROVIDE 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 PANELPROVIDE SHUT OFF ON EACH RISER1/2" CW1/2" TW1/2" CW1/2" TW1/2" CW1/2" TW1/2" CW1/2" TW1/2" CW1/2" CW1/2" CW1/2" TW1/2" CW1/2" TWT-1WC-2L-2WC-2T-1WSHR-1S-4L-21/4" CW VALVED CONNECTION TO FRIDGE3/8" TW VALVED CONNECTION TO DISHWASHER1ST FLOOR0' -0"2ND FLOOR12' -0"1ST FLOOR394.54'2ND FLOOR406.54'DCVA-1RPZ-11 1/2" CW3" CW4" CW8"4" CW4" CWFROM DOMESTIC WATER METERTO UPPER FLOORS AND EASTERN COMMERCIAL SPACESTO WESTERN AMENITRY SPACESMAINTAIN 1" MINIMUM AIRGAPBACKFLOW 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 & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"DOMESTIC ISOMETRICAND DETAILSP507Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1DOMESTIC ISOMETRICP507 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"6TYPICAL 1 BATHROOM APARTMENT DOMESTIC WATER RISER1/4" = 1'-0"4TYPICAL APARTMENT DOMESTIC WATER DISTRIBUTION PLAN12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET1/4" = 1'-0"2TYPICAL 2 BATHROOM APARTMENT DOMESTIC WATER RISER1/4" = 1'-0"5TYPICAL 2 BATHROOM APARTMENT DOMESTIC LAYOUT1/4" = 1'-0"3DOMESTIC WATER SERVICE BACKFLOW PREVENTION DETAILHB-2HB-2 RD-1RD-1RD-3RDN-1RDN-1RDN-33" RL3" RL3" RL3" RL4" RL4" RLCOORDINATE WITH CIVILRDN-3RD-1RD-34" RL4" RL3" RL3" RL4" RLRDN-16" RL4" RL3" RL8" RL10" RL4" RL6" RL4" RL2" RL2" RLRD-3RD-1RDN-1RD-34" RL4" RL3" RL4" RL3" RL4" RL4" RL4" RL4" RLRD-3AD-14" RL4" RL4" RL2" RL2" RL6" RLRD-2RD-22" RL2" RL3" RL6" RLRDN-3RDN-3RD-34" RL4" RLRD-22" RL2" RLRD-1RD-2RDN-2RD-22" RL2" RL2" RLRDN-3RDN-2RDN-1RD-1RD-3RDN-16" RLRD-13" RL3" RL3" RL3" RLRD-12" RL2" RL3" RL3" RL3" RL3" RL10" RL3" RL3" RL2" RL6" RLCO-16" RL4" RL4" RL4" RL4" RLCOORDINATE WITH CIVILCOORDINATE WITH CIVILRD-2RD-2COORDINATE WITH CIVIL10" RL4" RL3" RL2" RL2" RL3" RL3" RL4" RLRISER ST1-PRISER ST2-PRISER ST3-PRISER ST4-PRISER ST5-PRISER ST6-PRISER ST7-PRISER ST8-PRISER ST10-PRISER ST14-PRISER ST15-PRISER ST16-PRISER ST18-PRISER ST20-PRISER ST22-PRISER ST19-PRISER ST19/20-PRISER ST2-SRISER ST10-SRISER ST11-PRISER ST11-SRISER ST10/11-PRISER ST1-SRISER ST3-SRISER ST4-SRISER ST5-SRISER ST6-SRISER ST7-SRISER ST8-SRISER ST9-SRISER ST9-PRISER ST8/9-PRISER ST12-PRISER ST12-SRISER ST13-SRISER ST13-PRISER ST10/12/13-SRISER ST14-SRISER ST15-SRISER ST16-PRISER ST17-PRISER ST17-PRISER ST16/17-SRISER ST18-SRISER ST19-SRISER ST20-SRISER ST19/20-SRISER ST21-PRISER ST21-SRISER ST22-SRISER ST6/8/9-S4" RLRISER ST12/13-PRISER ST14/15-PRISER ST17-SRISER ST16-PRISER ST17-PRISER ST16-SRISER ST21-SRISER ST18-SRISER ST23-P 4TH FLOOR ROOF4TH FLOOR ROOF2ND FLOOR ROOF2ND FLOOR ROOF1ST FLOOR2ND FLOOR ROOF2ND FLOOR ROOF2ND FLOOR ROOFENTRANCE ROOFAD-1FIRST FLOOR3RD FLOOR ROOF3RD FLOOR ROOF3RD FLOOR ROOFERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTIONSTORM WATERISOMTERICP508Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET1STORM ISOMETRICSTORM 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 SSSAVVBPUMP P-2BAUTOMATIC AIR VENT AV-1 VACUUM BREAKER VB-1FAIL CLOSED SOLENOID ZONE VALVE ZV-1FAIL CLOSED SOLENOID ZONE VALVE ZV-1FAIL OPEN SOLENOID ZONE VALVE ZV-2FROM ADDITIONAL (17) HPWH-1, PROVIDE BALL VALVE ON EACH LINETO ADDITIONAL (17) HPWH-1, PROVIDE BALL VALVE ON EACH LINEPUMP P-2AHPWH-1WH-1HWT-1P-1 PUMP ET-1TO BUILDINGFROM BUILDING1/2"1/2"3/4"3/4"3/4"3"3"3"1"HWT-1HWT-1FROM BUILDINGMV-13/4"FSASTATFLOW SWITCH 1AQUASTAT 2ASTATASTATASTATCHECK VALVEBUTTERFLY VALVEMANUAL BALANCING VALVEMANUAL BALANCING VALVECHECK VALVEBUTTERFLY VALVEWH-1HWT-1HWT-1HWT-1ET-1ALL HPWH-1 DOUBLED AND STACKED.HPWH-1 HPWH-1HB-2HPWH-1 HPWH-1 HPWH-1 HPWH-1 HPWH-1 HPWH-1 HPWH-1P-2BP-2A3" HW3" CW3" TW3" CW1" RWP-11" CW1" HW3/4" CW3P601ZV-1ZV-2ZV-1VB-1MV-11/2" CW1/2" TW1ROOF52' -0"ROOF52' -0"ELEV SHAFT ROOF55' -11"ROOF446.54'ROOF446.54'1/8" / 1'-0"HPWH-1HPWH-1HPWH-1HPWH-1HPWH-1HPWH-1HPWH-1 HPWH-1HPWH-1HPWH-1HPWH-1HPWH-1HPWH-1HPWH-1HPWH-1 HPWH-1HPWH-1HPWH-1HEATPUMP BYPASS FOR BOILER3/4" CW3/4" CW1/2" CW1/2" CW1/2" HW1/2" HW3/4" HW3/4" HW3/4" CW3/4" CW3' - 0 7/8"3' - 4 1/2"1' - 7 3/4"ZV-2ZV-1HPWH-1HPWH-1HPWH-1HPWH-1HPWH-1HPWH-1HPWH-1HPWH-1HPWH-1HPWH-1HPWH-1HPWH-1HPWH-1HPWH-1HPWH-1HPWH-1HPWH-1HWT-1HWT-1HWT-1WH-1MV-1ET-1P-1P-2AP-2BZV-2ZV-1ZV-1FD-1ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTIONAs indicatedDOMESTIC HOT WATERSCHEMATICP601Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECTNo Scale1DHW SchematicDOMESTIC 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-112. 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"2ROOF PLUMBING PLAN12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET1/4" = 1'-0"3HPWH-1 PIPING4DHW ISOMETRICDOMESTIC HOT WATER PLANT SEQUENCE OF OPERATIONS. 1. HOT WATER PLANT HPWH-1 PRIMARY HEATING PROTOCOLA. 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 PROTOCOLA. 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 PROTOCOLA. IF AQUASTAT 1 DETECTS TEMPERATURE BELOW (XXX F) TURN ON P-2AB. 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 OPERATIONA. 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. 1TYPICAL HPWH-1 CONNECTIONS1"1"3" 3AOSSPSWITCHDUPLEX RECEPTACLE QUAD RECEPTACLEEXIT SIGN -CEILINGEMERGENCY LIGHTEXIT SIGN -WALL#G:GFCIA:Above CounterW:WeatherproofNEW CONCEALED WIRINGSURFACE MOUNT# Indicates Quantity of Jacks if More than OneCLG: MOUNT TO CEILINGAC:MOUNT ABOVE CEILINGDATA OUTLET3:3 Way4:4 WayOS:Occupancy SensorVS:Vacancy SensorKP:KeypadLINEAR FIXTUREPANELBOARD-RECESSEDPANELBOARD-SURFACELEGENDCEILING OCCUPANCY SENSORNEW SURFACE RACEWAYSECURITY SYSTEM REMOTE EMERGENCY HEADDOOR OPERATORDOWNLIGHTWALL WASHCARD READERCRCALL BUTTONDOOR OPERATOR PUSH BUTTONPDOOR OPERATORDODOOR CONTACTDCREQUEST TO EXITREXKEYPADKPMOTION SENSORMSACCESS CONTROL PANELAPELECTRIC STRIKEESMAGNETIC STRIKEMS208 VOLT RECEPTACLEPENDANT LIGHTCAMERAFLOOR BOXCORNER OCCUPANCY SENSORHORN/STROBE / CandelaSTROBE / CandelaPULL STATIONSMOKE DETECTORP: PhotoelectricI: IonizationD: DuctH/S: Heat & SmokeCO: Carbon Monoxide## Indicates Total Quantity of Jacks, Including (1) VoiceVOICE/DATA OUTLETFIRE ALARM CONTROL PANELFACPDOOR HOLDERREMOTE ANNUNCIATORRA7575EMERGENCY COMMUNICATIONS PANELECPEMERGENCY CALL STATIONECMODULE 1(DIMU8)INPUT AINPUT BZONE 1 (FITNESS CENTER)ZONE 2 (FITNESS CENTER)ZONE 12 (MAILROOM)ZONE 10 (LOBBY)ZONE 18 (LOBBY)ZONE 25 (RESIDENT LOUNGE)MODULE 3(LV8)INPUT AINPUT BZONE 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 AINPUT BZONE 28 (RESIDENT LOUNGE)ZONE 29 (RESIDENT LOUNGE)ZONE 22 (RESIDENT LOUNGE)ZONE 6 (ELEVATOR LOBBY)MODULE 4(LV8)INPUT AINPUT BZONE 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 AINPUT BZONE 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-1/51INPUT 120V CIRCUITSLIGHTING CONTROL ZONESZONE 36 (BUILDING EXTERIOR)HP-1/52HP-1/53HP-1/54HP-1/55HP-1/56HP-1/57HP-1/58HP-1/59ZONE 37 (BUILDING EXTERIOR)ZONE 38 (BUILDING EXTERIOR)HP-1/60ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTIONAs indicatedNOTES, SCHEDULE &LEGENDE001Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECTLIGHTING FIXTURE SCHEDULEType Manufacturer Model Description Apparent Load CommentsAA1 Sistemalux LOG3-R-T-NC-H-930-AFL-VOLT-01-D10 Recessed Adjustable Angle Downlight 13 WACL1 Inter-lux WG-20ZCG-RBT-S-LENGTH-H-930-D010-P4-LL45C-W Cove Graze LED 0 W Rated at 10 W/ft. Lengths to be verified in field.ACL2 Inter-lux WG-20LWW-RBT-S-A-M-930-D010-OD-W Recessed LED Linear Wall Wash 0 W Rated at 6.4 W/ft. Lengths to be verified in field.ACLC Inter-lux WG-20ZCG-RBT-S-LENGTH-H-927-D010-P4-LL45C-W Recessed LED Linear Wall Wash, 2700K 180 W Rated at 10 W/ft. Lengths to be verified in field.AD1 Inter-lux WG-100RPTDLF-RBT-M-930-D010-RRC-MPL-65-W-WL Recessed LED Downlight, Wet Rated 8 WAD2 Inter-lux WG-100RPTDLF-RBT-M-930-D010-RRC-MPL-41-W Recessed LED Downlight 8 WAD3 Omnilight ORB-30-S-BN-MC LED Puck Light 4 WAD4 Omnilight ORB-30-S-BN-MC LED Puck Light 4 WAD5 Inter-lux WG-100RPTD-RBT-M-930-D010-RRC-RSO-110-W Recessed LED Downlight 15 WAF1 AFX RVF162600L30D2BKGD Surface Mount LED 31 WAF2 marset Plaff-on! 50 LED SMD 36W 3000K Surface Mount LED 36 W Provide with 3000K temperature rating and 0-10V dimming.AF3 Kuzco FM43518-BK LED 18" Round Surface Mount, Black 30 WAF4 Kuzco FM43522-BK LED 22" Round Surface Mount, Black 42 WAF5 AFX RVF121400L30D2WHBK Reveal LED Flush Mount 18 WAL1 Inter-lux WG-20LRR-RPT-S-LENGTH-M-930-D010-LL45W-W Recessed LED Linear 51 W Rated at 6.4 W/ft. Lengths to be verified in field.AL2 tivoli TPLE-SB-I-30-24-MINI-CHAN-SLV-6.5-MINI-LNS-OP-6.5-MINI-EC-(ENDCAPS)-MINI-MTBKSurface Mount Linear LED 0 W Rated at 3.2 W/ft. Fixture lengths to be verified in field. Refer to Architectural drawings formounting heights. Provide ADUL Series Class 2 Transformer (ADUL-120-1-4-24-DOT) tosupport no more than 30 ft of LED tape per channel. Provide DIM-LD-010 dimmer. Mountdrivers and dimmers in package room.AL3 tivoli TPLE-SB-I-30-24-MINI-CHAN-SLV-6.5-MINI-LNS-OP-6.5-MINI-EC-(ENDCAPS)-MINI-MTBKSurface Mount Linear LED 0 W Rated at 3.2 W/ft. Lengths to be verified in field. Provide ADUL Series Class 2Transformer (ADUL-120-1-4-24-DOT) to support no more than 30 ft of LED tape perchannel. Provide DIM-LD-010 dimmer. Mount drivers in package room. Lengths to beverified in field.AL4 LEDLinear VARIOLED 0002-NEXUSHD10-W9-30-LO-(CONNECTOR)-E-FMP-LENGTH TO BEVERIFIED-IP20Surface Mount Linear LED 0 W Rated at 2.9 W/ft. Provide D-REM-030W-DIM-UNV-IP65 driver for each instance of fixturetype. Lengths to be verified in field.AL5 tivoli TPLE-SB-I-30-24-MINI-CHAN-SLV-6.5-MINI-LNS-OP-6.5-MINI-EC-(ENDCAPS)-MINI-MTBKSurface Mount Linear LED 16 W Rated at 3.2 W/ft. Fixture lengths to be verified in field. Refer to Architectural drawings formounting heights. Provide ADUL Series Class 2 Transformer (ADUL-120-1-4-24-DOT) tosupport no more than 30 ft of LED tape per channel. Provide DIM-LD-010 dimmeALP1 Sonneman 2818.25-6 (BLACK) Decorative Linear Pendant 36 W Locate remote driver in accessible/serviceable location in Package Room 102. Refer toArch elevations for mounting height.ALP2 Sonneman 22QKCL02120PHA (BLACK) Ola Double Linear LED Pendant Decorative Linear Pendant 24 W Refer to Arch elevations for mounting height.ALP2_ALT1 Sonneman 2839.25 (BLACK) Morii Pendant Decorative Linear Pendant 34 W Refer to Arch elevations for mounting height.ALP2_ALT2 Seed Design SLD-3981PL (BLACK) Mumu Pendant XL Decorative Linear Pendant 48 W Refer to Arch elevations for mounting height.ALR1 LEDLinear VarioLED 1300-Nexus HD15-W9-30-S-OP-B-FMC-IP20 SurfaceMount Shallow LED Linear 28 W Rated at 4.7W/ft. Provide D-REM-030W-DIM-UNV-IP65 driver for each instance of fixturetype. Lengths to be verified in field.AP1A Tooy TOY959218 (9.8" diameter) Decorative Pendant, Copper Finish, BlackSmoke Shade12 W Refer to Arch elevations for mounting height. Provide with 3000K color temperature.AP1A_ALT1 DCW Editions Here Comes the Sun Pendant (Medium) Decorative Pendant 25 W Refer to Arch elevations for mounting height. Provide dimmable LED A19 3000K (25Wmax) bulb for each instance.AP1B Tooy TOY959214 (13.8" diameter) Decorative Pendant, Copper Finish, BlackSmoke Shade12 W Refer to Arch elevations for mounting height. Provide with 3000K color temperature.AP1B_ALT1 DCW Editions Here Comes the Sun Pendant (Large) Decorative Pendant 40 W Refer to Arch elevations for mounting height. Provide dimmable LED A19 3000K (40Wmax) bulb for each instance.AP2 Secto Design SEC856338 Octo 4241 Pendant, Black Laminated Birch,17.7"22 W Refer to Arch elevations for mounting height. Provide 22W LED E26 3000K bulb for eachinstance of fixture.AP3 Sonneman 2656.25A 9-Light LED Pendant, Black Finish 60 W Refer to Arch elevations for mounting height.AP3_ALT1 Kuzco PD12732-BK LED Pendant 145 W Refer to Arch elevations for mounting height. Provide ELV dimmer for fixture.AP4A Graypants Disc16 Pendant Natural GP-141 Decorative Pendant 15 W Refer to Arch elevations for mounting height. Provide LED A19 3000K bulb (15W max) foreach instance of fixture.AP4B Graypants Moon10 Pendant Natural GP-161 Decorative Pendant 15 W Refer to Arch elevations for mounting height. Provide LED A19 3000K bulb (15W max) foreach instance of fixture.AP4C Graypants Moon14 Pendant Natural GP-162 Decorative Pendant 15 W Refer to Arch elevations for mounting height. Provide LED A19 3000K bulb (15W max) foreach instance of fixture.AW1 Sonneman 2711.72-WL Decorative Wall Sconce 12 W Provide (2) 3000K LED Replacement bulbs. Refer to Arch elevations for mounting height.AW1_ALT1 Access 20407LEDD-BL/GD Decorative Wall Sconce 12 W Refer to Arch elevations for mounting height.AW2 Birchwood Lighting HAI-LED-225-1B-HLO-30-8-FB-FW-D1-RAS-1TR-R-FB-5 Round Linear LED 47 W Provide with 1TR Trim & 1.25" Knuckle selection, with 6" Arm Length.AWC Alva (Auberge) AU- R15W-27-9-RE7W12H-RV-DP12A-BLK LED Wall Sconce 15 W Refer to Arch elevations for mounting height.AWC_B Alva (Auberge) AU- R15W-27-9-RE7W12H-RV LED Wall Sconce 15 W Refer to Arch elevations for mounting height.CLC tivoli TPLE-VHO-I-27-24-DWAR-CHAN-SLV-6.5-DWAR-LNS-OPL-6.5 Recessed Cove Light 0 W Rated 4.5 W/ft. Lengths to be verified in field. Provide fixture with modified channel withlight provided only on one side. Refer to Electrical drawings for direction of light source.E1 WAC Lighting WS-W15710-BK Outdoor LED Wall Sconce, Black Finish 12 WE2 WAC Lighting WS-W15708-BK Outdoor LED Wall Sconce, Black Finish 12 W Refer to Arch elevations for mounting height. Controlled by switch in dwelling unit.E3 WAC Lighting 5111-27BK LED Flood Light 9 W Refer to Architectural drawings for mounting locations and heights. Provide transformer.E4 Lithonia OLMF-P1-40K-120V-DDB LED Flood Light 28 W Refer to Arch elevations for mounting height. Fixtures are for emergency operation only.E5 Tokistar Lighting EXBK-12-UBWW-G14-F LED String lights 29 W Refer to Arch elevations for mounting height. Provide T24-300 transformer, mount inaccessible location. Provide EX-MDA-BK and catenary cable to string fixtures acrossalleyway. Coordinate locations of poles to support cable with landscape architects.E6 DBF AC85-265V 15W LED Downlight, Wet Rated 15 W Fixtures to be controlled by centralized lighting controller. Operations shall conform withrequirements of IECC for outdoor light fixture operation.EX1 Lithonia LRP W 1 RC 120/277 TM Ceiling-mount Architectural Exit Sign, RedLetters on Clear5 W Refer to planset for direction arrows.EX2 Lithonia LRP W 2 RMR DA 120/277 TM Ceiling-mount Architectural Exit Sign, RedLetters on Mirror5 W Refer to planset for direction arrows.EX3 Lithonia LQM S W 3 R 120/277 SD Versatile-mount Exit Sign, Red Letters onWhite Body, Self Diagnostics5 W Refer to planset for direction arrows.P RAB Lighting VXBRLED13DG LED Vaporproof Fixture 15 WR Lamar LED TTU48M-40EM Wall Mount Strip light 29 W Controlled by integrated motion sensor. Fixtures shall dim to 25% output after time delayof 5 minutes.S1 Day-Brite CFI by Signify FSS430L830-UNV-DIM 4' Linear LED 32 W Fixture to be surface mounted, except for indicated on planset. Refer to keyed notes formounting heights, where applicable. Where fixture is to be suspended, provide accessoryFKR-126.S2 Day-Brite CFI by Signify FSS220L830-UNV-DIM 2' Linear LED 17 WT GE Evolve ECLS-01-0-T5-SM-7-30-A-A-SM-WHTE Canopy LED Soffit 29 W Fixture shall be supplied with integrated motion sensor and photocell. Fixtures shall dim to20% output during inactive periods.UB Liton LCMPD5RW-T27 LED Ceiling Disk, White, 2700K 11 W Refer to Architectural drawings for spacing and placement.UC Liton LCMPD5RW-T27 LED Ceiling Disk, White, 2700K 11 W Refer to Architectural drawings for spacing and placement.UE Liton LCMPD5RW-T27 LED Ceiling Disk, White, 2700K 11 W Refer to Architectural drawings for spacing and placement.UH Liton LCMPD5RW-T27 LED Ceiling Disk, White, 2700K 11 W Refer to Architectural drawings for spacing and placement.UK Liton LCMPD5RW-T27 LED Ceiling Disk, White, 2700K 11 W Refer to Architectural drawings for spacing and placement.UP EGLO TOROTRETO 62547A LED Slim Pendant 10 W Refer to Architectural drawings for spacing and placement.US Liton LCMPD5RB-T27 LED Ceiling Disk, Black, Wet rated 11 W Refer to Architectural drawings for spacing and placement.UV MODCREATIONStudio 5469 Bathroom Vanity Fixture 18 W Provide (2) 2700K LED bulbs. Refer to Arch drawings for mounting height.LIGHTING CONTROL NOTES1. 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#".12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SETENERGY CODE COMPLIANCE NOTES1. 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 Scale1LIGHTING CONTROLLER ZONESGAS SERVICE ALTERNATE1. 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.1111111 5000A-3P 208Y/120V 3PH-4W MAIN SERVICE DISCONNECT600-3PCT CABHOUSE1600-3P800A MB208Y-120V4W-3PHMAIN HOUSE PANEL "MHP"UNDERGROUND TO PAD MOUNTED TRANSFORMERFIRST FLOORAPT PANEL125A MLO208/120V1PH-3W24SP600A 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 FLOORTHIRD FLOOR600-3P600-3P600-3P600A 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 FLOOR600A 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 FLOOR600A 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 PANEL125A MLO208/120V1PH-3W24SPTYPICAL OF (34) PANELSAPT PANEL125A MLO208/120V1PH-3W24SPAPT PANEL125A MLO208/120V1PH-3W24SPTYPICAL OF (34) PANELSAPT PANEL125A MLO208/120V1PH-3W24SPAPT PANEL125A MLO208/120V1PH-3W24SPTYPICAL OF (32) PANELSAPT PANEL125A MLO208/120V1PH-3W24SPAPT PANEL125A MLO208/120V1PH-3W24SPTYPICAL OF (29) PANELSROOF800A MB208Y/120V3PH-4WCOMMERCIAL SPACE 1 PANEL"CP1"800A MB208Y/120V3PH-4WCOMMERCIAL SPACE 2 PANEL"CP2"800A MB208Y-120V3PH-4WCOMMERCIAL SPACE 3 PANEL"CP3"1200A MB208Y-120V4W-3PHROOF PANEL "P-ROOF"HOUSEPANEL"HP-2"225A MLO208/120V3PH-4WHOUSEPANEL"HP-4"225A MLO208Y/120V3PH-4WFEED FROM LUGS ON HOUSE CT CABINET IN MAIN SWITCH BOARD40KW EMERGENCY DIESEL GENERATOR208Y/120V 3PH-4WGEN ATS150A208Y/120V3PH-4WELECTRIC ROOM 122ELEVATOR 1CONTROLLER15HP MOTOR60A-3P UNFUSED DISCONNECT AT TOP OF HOISTWAYGEN PANEL150A208Y/120V3PH-4W60A-3P FUSED DISCONNECT60A-3P FUSED SHUNT-TRIP DISCONNECTELEVATOR 2CONTROLLER15HP MOTOR60A-3P UNFUSED DISCONNECT AT TOP OF HOISTWAYFEEDER SCHEDULEALL WIRE SIZES AWG, ALL WIRING CU UNLESS OTHERWISE INDICATEDSYMPER PHASENEUTRALEGCCONDUITABBBLDDBFFFFGHA(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"JJ(1) #1(1) #1#8SER CABLEEJJJNOTE: 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.HTELECOM ROOM 118GYM PANEL"P-GYM"225A MLO208/120V3W-1PHHOUSE PANEL "HP-1"400A MLO208Y/120V4W-3PHCKLK(1) #3/0(1) #3/0-2"L(4) 400MCM AL(4) 400MCM AL#3/0 AL2-1/2"GENERAL NOTES1. WHERE FEEDERS TO APARTMENTS PANELS ARE NOT UPSIZED FOR VOLTAGE DROP, 125A METER SOCKETS MAY BE USED.DHW PANEL "P-DHW"400A MLO208Y/120V3PH-4WCTO PANEL P-ROOFECT CAB& METERLCT CAB& METERLCT CAB& METERM(6) 400MCM AL(6) 400MCM AL#4/0 AL2-1/2"LLLBICYCLE ROOM 115FITNESS CENTER 1081600-3P800-3P800-3P800-3PTO CT CABINETS IN TELECOM ROOM 118TO SWITCHBOARD IN ELECTRIC ROOM 122SERVICE DISCONNECT 6ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION3/8" = 1'-0"ELECTRICAL RISERDIAGRAME002Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECTNo Scale1ELECTRICAL RISER12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET CR CR1CRCRCRCR1 1 1 1AC 11111ACACTV4AC4000A 208Y/120V MAIN SERVICE DISCONNECTAPARTMENT SERVICE BREAKER SECTIONSHOUSE METER & CT CABINET/1E404/1E403/1E405/1E402/1E401/1E401/1E402/1E401YOGASTUDIO109RESIDENTLOUNGE107PET RELIEFAREA111PET SPA110RESTROOM112RESTROOM113ELEVATORLOBBY106PACKAGEROOM102MAIL ROOM103TRASHROOM116ELEV 2ELEV 1CENTRALSTAIRTELECOMROOM118UTILITYCORRIDOR117ELECTRICROOM12240KW DIESEL GENERATOR 208/120V 3PH-4WLEVEL 2 ENCLOSUREGENERATOR SETBACKBOLLARD, TYP1GEN TRANSFER SWITCHP-GENMHPELEVATOR DISCONNECTSFITNESSCENTER108COMMERCIALTENANTSPACE119LOBBY101VESTIBULE100WATERSERVICEROOM105LEASINGOFFICE1042FACPHP-1P-GYMBICYCLEROOM115EXITCORRIDOR114EXITCORRIDOR125STORAGE130EAST STAIR123STORAGE123BSTORAGE124BAPPROXIMATE ROUTING OF GENERATOR EXHAUST TO CHASE, EXTENDING TO ROOF3444"x4"JUNCTION/ PULLBOX4"x4"JUNCTION/ PULLBOXERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION3/32" = 1'-0"1ST FLOOR POWER &DATAE101Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT3/32" = 1'-0"1FIRST FLOOR - POWER & DATAKEYNOTE LEGENDKey Value Keynote Text1 PROVIDE 8" CONCRETE PAD FOR GENERATOR. PAD SHALL EXTEND 6" FROM EDGE OF GENERATOR ALL AROUND.2 REFER TO LANDSCAPE DRAWINGS FOR BOLLARD DETAILS AND EXACT LOCATIONS.3 PROVIDE 3" DIAMETER BLACK STAINLESS STEEL PIPE WRAPPED IN 2" DURABACK INSULATION FOR GENERATOREXHAUST. COORDINATE ROUTING THROUGH CHASE WITH FRAMING. PROVIDE HILTI C-BJ-7005 WHERE IT PENETRATESRATED CEILING ABOVE GARAGE. PROVIDE THIMBLE WHERE PIPE PENETRATES ROOF.4 PROVIDE 1" PVC CONDUIT UNDERGROUND FROM PANEL MHP TO JUNCTION/PULL BOX INDICATED. INSTALL PULLSTRING FOR FUTURE INSTALLATION OF EV CHARGING STATION.E101 GENERAL NOTES1. REFER TO DRAWING E401, E403 & SPECIFICATION SECTION 087100 FOR ACCESS CONTROLS INFORMATION. BUILDING SECURITY TO BE PROVIDED BY OTHERS.12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET111 HP-2/1E406/1E410/1E406/1E407/1E409/1E406/1E407/1E408EZM3CORNEREZM3EXT800A TERMINAL BLOCK5-METER STACK (TYP OF 6)4-METER STACK (TYP OF 1)DATA DISTRIBUTIONAPPROXIMATE ROUTING OF GENERATOR EXHAUST THROUGH CHASE, EXTENDING TO ROOF1ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION3/32" = 1'-0"2ND FLOOR POWER &DATAE102Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT3/32" = 1'-0"1SECOND FLOOR - POWER & DATAE102 GENERAL NOTES1. REFER TO DRAWING E401, E403 & SPECIFICATION SECTION 087100 FOR ACCESS CONTROLS INFORMATION. BUILDING SECURITY TO BE PROVIDED BY OTHERS.KEYNOTE LEGENDKey Value Keynote Text1 PROVIDE 3" DIAMETER BLACK STAINLESS STEEL PIPE WRAPPED IN 2" DURABACK INSULATION FOR GENERATOREXHAUST. COORDINATE ROUTING THROUGH CHASE WITH FRAMING. PROVIDE HILTI C-BJ-7005 WHERE IT PENETRATESRATED CEILING ABOVE GARAGE. PROVIDE THIMBLE WHERE PIPE PENETRATES ROOF.12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 /1E411/1E415/1E411/1E412/1E414/1E411/1E412/1E413EZM3CORNEREZM3EXT800A TERMINAL BLOCK5-METER STACK (TYP OF 6)4-METER STACK (TYP OF 1)DATA DISTRIBUTIONAPPROXIMATE ROUTING OF GENERATOR EXHAUST THROUGH CHASE, EXTENDING TO ROOF1ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION3/32" = 1'-0"3RD FLOOR POWER &DATAE103Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT3/32" = 1'-0"1THIRD FLOOR - POWER & DATAE103 GENERAL NOTES1. REFER TO DRAWING E401, E403 & SPECIFICATION SECTION 087100 FOR ACCESS CONTROLS INFORMATION. BUILDING SECURITY TO BE PROVIDED BY OTHERS.KEYNOTE LEGENDKey Value Keynote Text1 PROVIDE 3" DIAMETER BLACK STAINLESS STEEL PIPE WRAPPED IN 2" DURABACK INSULATION FOR GENERATOREXHAUST. COORDINATE ROUTING THROUGH CHASE WITH FRAMING. PROVIDE HILTI C-BJ-7005 WHERE IT PENETRATESRATED CEILING ABOVE GARAGE. PROVIDE THIMBLE WHERE PIPE PENETRATES ROOF.12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 /1E416/1E420/1E416/1E417/1E419/1E416/1E417/1E418HP-4EZM3CORNEREZM3EXT800A TERMINAL BLOCK5-METER STACK (TYP OF 5)3-METER STACK (TYP OF 1)DATA DISTRIBUTION4-METER STACK (TYP OF 1)APPROXIMATE ROUTING OF GENERATOR EXHAUST THROUGH CHASE, EXTENDING TO ROOF1ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION3/32" = 1'-0"4TH FLOOR POWER &DATAE104Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT3/32" = 1'-0"1FOURTH FLOOR - POWER & DATAE104 GENERAL NOTES1. REFER TO DRAWING E401, E403 & SPECIFICATION SECTION 087100 FOR ACCESS CONTROLS INFORMATION. BUILDING SECURITY TO BE PROVIDED BY OTHERS.KEYNOTE LEGENDKey Value Keynote Text1 PROVIDE 3" DIAMETER BLACK STAINLESS STEEL PIPE WRAPPED IN 2" DURABACK INSULATION FOR GENERATOREXHAUST. COORDINATE ROUTING THROUGH CHASE WITH FRAMING. PROVIDE HILTI C-BJ-7005 WHERE IT PENETRATESRATED CEILING ABOVE GARAGE. PROVIDE THIMBLE WHERE PIPE PENETRATES ROOF.12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 AC/1E421/1E425/1E421/1E422/1E424/1E421/1E422/1E423EZM3CORNEREZM3EXT800A TERMINAL BLOCK5-METER STACK (TYP OF 5)DATA DISTRIBUTION4-METER STACK (TYP OF 1)APPROXIMATE ROUTING OF GENERATOR EXHAUST THROUGH CHASE, EXTENDING TO ROOF1ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION3/32" = 1'-0"5TH FLOOR POWER &DATAE105Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT3/32" = 1'-0"1FIFTH FLOOR - POWER & DATAE105 GENERAL NOTES1. REFER TO DRAWING E401, E403 & SPECIFICATION SECTION 087100 FOR ACCESS CONTROLS INFORMATION. BUILDING SECURITY TO BE PROVIDED BY OTHERS.KEYNOTE LEGENDKey Value Keynote Text1 PROVIDE 3" DIAMETER BLACK STAINLESS STEEL PIPE WRAPPED IN 2" DURABACK INSULATION FOR GENERATOREXHAUST. COORDINATE ROUTING THROUGH CHASE WITH FRAMING. PROVIDE HILTI C-BJ-7005 WHERE IT PENETRATESRATED CEILING ABOVE GARAGE. PROVIDE THIMBLE WHERE PIPE PENETRATES ROOF.12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 GWGWGWGWGWGWGWGWGWGWGWGSPSPSPHFJHP-3APT 229HP-3APT 429HP-3APT 329HP-3APT 228HP-3APT 328HP-3APT 428HP-3APT 330HP-1APT 530HP-3APT 331HP-3APT 531HP-1APT 332HP-1APT 532HP-1APT 333HP-1APT 533HP-3APT 230HP-3APT 430HP-3APT 231HP-3APT 431HP-1APT 232HP-1APT 432HP-1APT 233HP-1APT 433HP-3APT 327HP-3APT 227HP-3APT 427HP-2APT 226HP-2APT 426HP-3APT 527HP-2APT 326HP-2APT 334HP-2APT 534HP-2APT 434HP-2APT 234HP-1APT 225HP-1APT 325HP-1APT 224HP-1APT 324HP-1APT 223HP-1APT 323HP-1APT 222HP-1APT 322HP-3APT 221HP-5FITNESS + YOGAHP-3APT 321HP-2APT 522HP-1APT 523HP-1APT 424HP-1APT 524HP-1APT 425HP-1APT 525HP-3APT 518HP-3APT 318HP-2APT 219HP-3APT 220HP-3APT 320HP-2APT 319HP-3APT 218HP-3APT 418HP-6COMM TENANT 6HP-2APT 401HP-2APT 201HP-2APT 301HP-2APT 501HP-7LOBBYHP-1APT 217HP-1APT 417HP-1APT 216HP-1APT 416HP-1APT 215HP-1APT 415HP-1APT 214HP-1APT 414HP-1APT 213HP-1APT 413HP-1APT 212HP-1APT 317HP-1APT 517HP-1APT 316HP-1APT 516HP-1APT 315HP-1APT 515HP-1APT 314HP-1APT 514HP-1APT 313HP-1APT 513HP-1APT 312HP-1APT 512HP-1APT 412HP-1APT 211HP-1APT 411HP-4TRASH ROOMHP-1APT 511HP-1APT 311HP-4BIKE ROOMHP-3APT 210HP-3APT 410HP-3APT 510HP-3APT 310HP-1APT 202HP-1APT 402HP-1APT 203HP-1APT 403HP-1APT 204HP-1APT 404HP-1APT 205HP-1APT 405HP-1APT 505HP-1APT 305HP-1APT 504HP-1APT 304HP-1APT 503HP-1APT 303HP-1APT 502HP-1APT 302HP-3APT 306HP-3APT 506HP-2APT 209HP-2APT 409HP-2APT 509HP-2APT 309HP-3APT 207HP-3APT 407HP-3APT 507HP-3APT 307HP-3APT 208HP-3APT 408HP-3APT 508HP-3APT 308ERV-4ERV-3ERV-2HP-2APT 422HP-1APT 423HP-3APT 406HP-3APT 206WH-1HWT-1 HWT-1 HWT-1ET-1ERV-1P-ROOFP-DHWHP-8ELEVATORHP-8ELEVATOREF-1EF-2P-ROOF2,4,6P-ROOF1,3,5P-ROOF8,10,12P-ROOF7,9,11P-ROOF14,16,18P-ROOF13P-ROOF15,17P-ROOF20,22FC-8FC-8P-ROOF24,26P-GEN31HPWH-1HPWH-1HPWH-1HPWH-1HPWH-1HPWH-1HPWH-1HPWH-12P-ROOF23P-ROOF23P-ROOF23P-ROOF23P-ROOF23P-ROOF23P-ROOF28P-ROOF28P-ROOF28P-ROOF28P-ROOF28P22917,19P22819,21P22716,18P23016,18P53016,18P23119,21P23216,18P23219,21P23315,17P23416,18P22314,16P22214,16P22117,19P42218,20P22019,21P21916,18P21817,19P20117,19P21217,19P21116,18P21010,12P20316,18P20517,19P20916,18P20719,21P20818,20P21318,2033HP-3APT 420HP-3APT 520P42020,22MV-1P-1P-2AP-2B4ZV-1ZV-2ZV-156P-GEN15,17,19P-GEN1678P-ROOF19,2178MHP47,49,51MHP48P-ROOF30,32P-GEN18,20910HPWH-1ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION3/32" = 1'-0"ROOF ELECTRICALPLANE106Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT3/32" = 1'-0"1ROOF - ELECTRICALKEYNOTE LEGENDKey Value Keynote Text1 PROVIDE 3" DIAMETER BLACK STAINLESS STEEL PIPE WRAPPED IN 2" DURABACK INSULATION FOR GENERATOREXHAUST. COORDINATE ROUTING THROUGH CHASE WITH FRAMING. PROVIDE HILTI C-BJ-7005 WHERE IT PENETRATESRATED CEILING ABOVE GARAGE. PROVIDE THIMBLE WHERE PIPE PENETRATES ROOF.2 REFER TO P-DHW PANEL SCHEDULE FOR NUMBER OF ELECTRICAL CONNECTIONS TO SANDEN UNITS. REFER TOPLUMBING DRAWINGS FOR ARRANGEMENT OF OUTDOOR UNITS. PROVIDE EACH UNIT WITH 30 AMP, 208V SINGLEPHASE, NEMA 3R ENCLOSURE, DISCONNECT SWITCH. DISCONNECT SWITCH NOT SHOWN FOR CLARITY.3 FAN COIL IS POWERED DIRECTLY FROM OUTDOOR CONDENSING UNIT. WIRING BY MECHANICAL CONTRACTOR.4 ELECTRIC BOILER, REFER TO P-ROOF PANEL SCHEDULE FOR SIZING. PROVIDE 3-#350 KCMIL AL., 1-#2 AL. G, 3"CONDUIT.5 PROVIDE TRANSFORMER FOR 24V CONNECTION TO ZONE VALVES. COORDINATE WITH PLUMBING CONTRACTOR.6 REFER TO P-DHW PANEL SCHEDULE FOR CIRCUITING TO PLUMBING COMPONENTS.7 PROVIDE NON-FUSED AUXILIARY ELEVATOR DISCONNECT AT TOP OF ELEVATOR HOISTWAY. REFER TO ELEVATORINSTALLATION DOCUMENTATION FOR REQUIREMENTS. COORDINATE WITH ELEVATOR EQUIPMENT INSTALLATION.8 PROVIDE DISCONNECT FOR ELEVATOR CAR LIGHTING CIRCUIT. COORDINATE NSTALLATION REQUIREMENTS WITHELEVATOR CONTRACTOR.9 PROVIDE HEAT DETECTOR (FIXED TEMPERATURE) NEAR SPRINKLER HEADS IN ELEVATOR SHAFT, WHERE THEY OCCUR.10 PROVIDE CONNECTION TO HEAT TRACE ON SANDEN UNIT OUTDOOR PIPING. COORDINATE WITH PLUMBINGCONTRACTOR.E106 GENERAL NOTES1. 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. 12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 /1E401_R/1E405_R/1E401_R/1E402_R/1E404_R/1E401_R/1E402_R/1E403_RRAFACPBICYCLEROOM115RESTROOM113PET SPA110YOGASTUDIO109PET RELIEFAREA111ELECTRICROOM122PACKAGEROOM102RESIDENTLOUNGE107COMMERCIALTENANTSPACE119TRASHROOM116CENTRALSTAIRELEV 1ELEV 2TELECOMROOM118UTILITYCORRIDOR117EXITCORRIDOR125PARKING126EXITCORRIDOR114VESTIBULE100RESTROOM112MAIL ROOM103ELEVATORLOBBY106LOBBY101EAST STAIR123STORAGE130FITNESSCENTER108LEASINGOFFICE104WATERSERVICEROOM105STORAGE123BSTORAGE124BNORTHSTAIRERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION3/32" = 1'-0"1ST FLOOR LIGHTING &FAE201Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT3/32" = 1'-0"1FIRST FLOOR - LIGHTING & FIRE ALARM12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET /1E406_R/1E410_R/1E406_R/1E407_R/1E409_R/1E406_R/1E407_R/1E408_RERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION3/32" = 1'-0"2ND FLOOR LIGHTING& FAE202Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT3/32" = 1'-0"1SECOND FLOOR - LIGHTING & FIRE ALARM12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET /1E411_R/1E415_R/1E411_R/1E412_R/1E414_R/1E411_R/1E412_R/1E413_RERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION3/32" = 1'-0"3RD FLOOR LIGHTING &FAE203Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT3/32" = 1'-0"1THIRD FLOOR - LIGHTING & FIRE ALARM12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET /1E416_R/1E420_R/1E416_R/1E417_R/1E419_R/1E416_R/1E417_R/1E418_RERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION3/32" = 1'-0"4TH FLOOR LIGHTING &FAE204Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT3/32" = 1'-0"1FOURTH FLOOR - LIGHTING & FIRE ALARM12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET /1E421_R/1E425_R/1E421_R/1E422_R/1E424_R/1E421_R/1E422_R/1E423_RERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION3/32" = 1'-0"5TH FLOOR LIGHTING &FAE205Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT3/32" = 1'-0"1FIFTH FLOOR - LIGHTING & FIRE ALARM12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET GWGGP DOJJJJJJCR CRAC4ACTRASHROOM116ELECTRICROOM122BICYCLEROOM115ELEV 1ELEV 2ERV-61122EBH-34000A 208Y/120V MAIN SERVICE DISCONNECTFEEDER SECTION -APARTMENT METER SECTIONS & COMMERCIAL METERS (SERVICE DISCONNECTS 1-5)HOUSE METER & CT CABINET SECTION (SERVICE DISCONNECT 6)CENTRALSTAIRELEVATORLOBBY106/1E403/1E405/1E404/1E40233G-ATSP-GENMHPHP-1HP-133HP-134HP-132HP-135HP-136HP-138NORTHSTAIRHP-128HP-123HP-16SP-1SP-1ERV-8FC-4FC-4EWH-1MHP13,15MHP21,23MHP22,24,26MHP25REFER TO E101 FOR GENERATORREFER TO E101-E106 FOR GENERATOR EXHAUST ROUTINGHP-140HP-139,41COMMERCIAL FEEDER DISTRIBUTIONEDH-2EDH-2FACPMHP28EWH-1MHP30MHP35,37MHP40,42MHP17,19MHP17,194HP-150MHP47,49,51P-GEN15,17,195P-GEN21666666MHP4MHP678119101191111HP-13012111HP-130MHP9131ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"1ST FL CORE ENLRGDPLAN -PWR & DATAE401Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"1FIRST FLOOR CORE ENLARGED PLAN - POWER & DATAKEYNOTE LEGENDKey Value Keynote Text1 PROVIDE CONVENIENCE RECEPTACLE IN ELEVATOR PIT FOR ELEVATOR SERVICING, PER NEC 620.24(C).2 PROVIDE GFCI BREAKER FOR SUMP PUMP RECEPTACLE CIRCUIT. COORDINATE RECEPTACLE LOCATION WITH PLUMBING CONTRACTORAND SUMP PUMP INSTALLATION.3 ALL RECEPTACLES WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TOPANEL SCHEDULES.4 COORDINATE ALL DOOR OPERATOR BUTTONS WITH ARCHITECT AND BUILDING OWNER. ELECTRICAL CONTRACTOR TO PROVIDE ALLPATHWAYS AND WIRING BETWEEN DOOR OPERATOR AND ASSOCIATED HARDWARE.5 PROVIDE FUSED SHUNT-TRIP ELEVATOR DISCONNECT SWITCH. SWITCH SHALL BE BUSSMANN SERIES QUICK-SPEC POWER MODULESWITCH (MODEL #PS6-T20-R2-K-G-N6-B-F1-U WITH 45A CLASS J FUSES). COORDINATE SHUNT-TRIP CONTROL WIRING WITH FIRE ALARMSYSTEM INSTALLER. COORDINATE ELEVATOR CONTROL WIRING TO DISCONNECT SWITCH'S AUXILIARY CONTACTS WITH ELEVATORINSTALLER.6 PROVIDE CONNECTION TO HEAT TRACE TO DVW AND PRIMARY STORM RISERS IN GARAGE. COORDINATE WITH PLUMBING CONTRACTOR.7 REFER TO CIVIL DRAWINGS FOR CONDUIT PATHING FOR MAIN SERVICE AND TELECOMMUNICATIONS.8 PROVIDE 60A, 208V, 3 PHASE, FUSED DISCONNECT, NEMA 4 RATED ENCLOSURE TO SERVE TRASH COMPACTOR. PROVIDE FUSESACCORDING TO TRASH COMPACTOR RECOMMENDATIONS.9 PROVIDE STANDARD CARD READER, REFER TO ACCESS CONTROL, SPECIFICATION SECTION 087100, PROVIDE DATA CONNECTION ANDCABLING BACK TO ACCESS CONTROLS AND ETHERNET SWITCH. COORDINATE ACCESS CONTROL PANEL WITH ARCHITECTURALDRAWINGS.10 PROVIDE ALL INTERCONNECTION BETWEEN ACCESS CONTROL SYSTEM, CARD READER, DOOR LOCKING HARDWARE AND ADA DOORCONTROLS ACCORDING TO MANUFACTURERS RECOMMENDATIONS .11 PROVIDE DATA CABLING FOR CONNECTION TO WIFI ABOVE CEILING. PROVIDE EXTRA 15' CABLE COILED UP ABOVE CEILING, PROVIDEDUPLEX RECEPTACLE MOUNTED TO STRUCTURE ABOVE CEILING AND CIRCUITING AS SHOWN.12 PROVIDE REMOTE BUTTERFLYMX RELAY, DATA CABLING AND CONNECTION FOR ELEVATOR LOCK SYSTEM FROM BUTTERFLYMX PANELVIA ACCESS CONTROLS. INSTALL WIRING ACCORDING TO MANUFACTURERS RECOMMENDATION.13 PROVIDE FIBEROPTIC BACKBONE FOR 10GB ETHERNET SWITCH.E401 GENERAL NOTES1. 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.12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET11 3KPKP334SPSPSPSPSPSPTTKPOSVSSPSPTRASHROOM116/1E405_R/1E402_R/1E404_R/1E403_RELEV 2ELEV 11111112AL2AD2TTTTTTTTEMS1 S1S1S1S1EX1EX2S1S1EMEX3EMS1RRREX3EX3EX3RRHP-1PPACL1ELECTRICROOM122CENTRALSTAIREMAD2TSFS3NORTHSTAIRP-GEN1E4E5AD2HP-144HP-146HP-147S2STORAGE124BMHP44AD2AD2EMZONE 5ZONE 9ZONE 354EM5TTTEMEMHP-143P-GEN4RP-GEN3P-GEN4EMP-GEN4ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"1ST FLR CORE ENLRGDPLAN -LTG & FAE401_RTaitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"1FIRST FLOOR CORE ENLARGED PLAN - LIGHTING & FIRE ALARMKEYNOTE LEGENDKey Value Keynote Text1 ALL LIGHTING WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TO PANELSCHEDULES.2 PROVIDE SMOKE DETECTORS WITH AUXILIARY CONTACTS AT ALL ELEVATOR LANDINGS. MAKE AUXILIARY CONNECTION BETWEENDETECTORS AND LDU PANELS AS REQUIRED BY ELEVATOR MANUFACTURER. COORDINATE WITH ELEVATOR EQUIPMENT INSTALLATION.3 PROVIDE FIRE ALARM CONNECTION TO SPRINKLER SYSTEM TAMPER AND FLOW SWITCHES. COORDINATE WITH SPRINKLERCONTRACTOR.4 FIXTURES IN TRASH ROOM SHALL BE SUSPENDED AT 7'-6" AFF. COORDINATE LOCATIONS AND MOUNTING HEIGHTS WITH MECHANICALEQUIPMENT.5 AT INDICATED LOCATIONS, PROVIDE DUAL OUTPUT OCCUPANCY SENSOR (BOD: CRESTRON GLA-DT-QUATTRO-COM2-24) TO PROVIDECONTROL OF EXHAUST. COORDINATE WIRING WITH MECHANICAL CONTRACTOR.E401_R GENERAL NOTES1. 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.12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 AAMJJJJJJJJJEBH-1/1E403/1E4011EAST STAIR123HP-137EXITCORRIDOR1252TELECOMROOM118UTILITYCORRIDOR117STORAGE130EBH-3EBH-3CP1 CP2 CP3CT CABINETSCP11,3CP118HP-140HP-139,41EWH-1MHP29MHP50333333333MHP8MHP64HP-114"x4" JUNCTION / PULLBOX REFER TO DWG E1014"x4" JUNCTION / PULLBOX REFER TO DWG E10151ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"1ST FL EAST ENLRGDPLAN -PWR & DATAE402Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"1FIRST FLOOR EAST ENLARGED PLAN - POWER & DATAKEYNOTE LEGENDKey Value Keynote Text1 ALL RECEPTACLES WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TOPANEL SCHEDULES.2 PROVIDE 3/4" PAINTED PLYWOOD BACK BOARD FOR TELECOM SERVICE HEAD END EQUIPMENT. ALL BACKBONE CABLING TO DATA RACKSIN TELECOM ROOMS SHALL BE BROUGHT BACK TO THIS LOCATION.3 PROVIDE CONNECTION TO HEAT TRACE TO DVW AND PRIMARY STORM RISERS IN GARAGE. COORDINATE WITH PLUMBING CONTRACTOR.4 REFER TO CIVIL DRAWINGS FOR CONDUIT PATHING FOR MAIN SERVICE AND TELECOMMUNICATIONS.5 PROVIDE FIBEROPTIC BACKBONE FOR 10GB ETHERNET SWITCH.E402 GENERAL NOTES1. 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.12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET111 4SPSPSPSPSPSPSPSPSPVSVS/1E401_R/1E403_R111TTTTTTTTTTTTEMEMEMS1S1S1EMS1S1EX3RRRS1RRREX3EXITCORRIDOR125EAST STAIR123STORAGE123BSTORAGE130P-GEN2RS1TELECOMROOM118UTILITYCORRIDOR117P-GEN5MHP44EMS2MHP44P-GEN4TTTTTEMEMP-GEN4HP-143P-GEN4ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"1ST FL EAST ENLRGDPLAN -LTG & FAE402_RTaitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"1FIRST FLOOR EAST ENLARGED PLAN - LIGHTING & FIRE ALARMKEYNOTE LEGENDKey Value Keynote Text1 ALL LIGHTING WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TO PANELSCHEDULES.E402_R GENERAL NOTES1. 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.12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 GGGAAAAGWGWGWDODOPPCRCRCRCRCRTV4ELEV 1ELEV 2FC-7FC-9RA12233EBH-1EBH-1EBH-3/1E402/1E401/1E404COMMERCIALTENANTSPACE119CENTRALSTAIR4ECPVESTIBULE100LOBBY101WATERSERVICEROOM105LEASINGOFFICE104HP-123HP-128HP-133HP-134HP-132HP-135HP-1365HP-124TELECOMROOM1186SP-1SP-1UTILITYCORRIDOR117FC-4MHP17,19MHP17,197EBH-2EBH-3EBH-3EBH-3EBH-3EBH-3EBH-3EBH-3EBH-3CP1 CP2 CP3CT CABINETSCP11,3CP12,4CP15,7CP16,8CP19,11CP110,12CP113,15CP114,16CP117,19CP118CP120HP-140HP-140HP-139,41HP-139,41HP-142EDH-4MHP39,4188MHP18,20MHP50HP-150910HP-13P-GEN2411121311114141411114115HP-1301615171HP-1611181ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"1ST FL SOUTH ENLRGDPLAN -PWR & DATAE403Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"1FIRST FLOOR SOUTH ENLARGED PLAN - POWER & DATAKEYNOTE LEGENDKey Value Keynote Text1 CONFIRM RECESSED LOCATIONS AND FINISHES OF ALL EQUIPMENT/DEVICES ON THIS WALL W/ID&ARCH, PRIOR TO INSTALLATION. NOTE48" IS MAX HEIGHT TO ANY OPERABLE PARTS/CONTROLS.2 PROVIDE CONVENIENCE RECEPTACLE IN ELEVATOR PIT FOR ELEVATOR SERVICING, PER NEC 620.24(C).3 PROVIDE GFCI BREAKER FOR SUMP PUMP RECEPTACLE CIRCUIT. COORDINATE RECEPTACLE LOCATION WITH PLUMBING CONTRACTORAND SUMP PUMP INSTALLATION.4 ALL RECEPTACLES WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TOPANEL SCHEDULES.5 PROVIDE 3/4" PAINTED PLYWOOD BACK BOARD FOR TELECOM SERVICE HEAD END EQUIPMENT. ALL BACKBONE CABLING TO DATA RACKSIN TELECOM ROOMS SHALL BE BROUGHT BACK TO THIS LOCATION.6 PROVIDE DISCONNECT, WIRING, AND CONNECTION TO COMPRESSOR FOR DRY SPRINKLER SYSTEM. COORDINATE ELECTRICALREQUIREMENTS AND LOCATION WITH SPRINKLER CONTRACTOR.7 PROVIDE 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 TOELEVATOR CALL BUTTONS ON ALL FLOORS. SYSTEM SHALL BE AS MANUFACTURED BY RATH COMMUNICATIONS AREA OF REFUGESYSTEMS. 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.8 COORDINATE ALL DOOR OPERATOR BUTTONS WITH ARCHITECT AND BUILDING OWNER. ELECTRICAL CONTRACTOR TO PROVIDE ALLPATHWAYS AND WIRING BETWEEN DOOR OPERATOR AND ASSOCIATED HARDWARE.9 REFER TO CIVIL DRAWINGS FOR CONDUIT PATHING FOR MAIN SERVICE AND TELECOMMUNICATIONS.10 PROVIDE 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 OCCUPANCYSENSORS AS SHOWN ON DRAWINGS. CONTROLLER SHALL PROVIDE COVERAGE OF ALL AREAS OF FIRST FLOOR, WITH THE EXCEPTIONOF BATHROOMS, COMMERCIAL TENANT SPACE, PARKING, WATER SERVICE ROOM, AND UTILITY SPACES.11 PROVIDE APC UPS, 600VA UPS BATTERY BACK-UP & SURGE PROTECTION, BE600M1 BATTERY POWER SUPPLY OR EQUAL, COORDINATEEXACT LOCATION WITH OWNER PRIOR TO INSTALLATION.12 PROVIDE TOUCH SCREEN / INTERCOM SYSTEM, BUTTERFLYMX, 11.6" RECESSED INTERCOM, CARD READER, 24VDC, OR APPROVEDEQUAL. PROVIDE DATA CONNECTION TO ACCESS CONTROL SYSTEM AND ETHERNET SWITCH ACCORDING TO MANUFACTURERSRECOMMENDATION. PROVIDE REMOTE BUTTERFLYMX RELAY FOR DOOR STRIKE RELEASE CONTROL.13 PROVIDE ALL INTERCONNECTION BETWEEN ACCESS CONTROL SYSTEM, CARD READER, DOOR LOCKING HARDWARE AND ADA DOORCONTROLS ACCORDING TO MANUFACTURERS RECOMMENDATIONS .14 PROVIDE STANDARD CARD READER, REFER TO ACCESS CONTROL, SPECIFICATION SECTION 087100, PROVIDE DATA CONNECTION ANDCABLING BACK TO ACCESS CONTROLS AND ETHERNET SWITCH. COORDINATE ACCESS CONTROL PANEL WITH ARCHITECTURALDRAWINGS.15 COORDINATE MOUNTING HEIGHT OF DATA JACK FOR TV WITH OWNER.16 PROVIDE REMOTE BUTTERFLYMX RELAY, DATA CABLING AND CONNECTION FOR ELEVATOR LOCK SYSTEM FROM BUTTERFLYMX PANELVIA ACCESS CONTROLS. INSTALL WIRING ACCORDING TO MANUFACTURERS RECOMMENDATION.17 COORDINATE MOUNTING HEIGHT OF POWER & CABLE RECEPTACLES FOR TV WITH OWNER.18 PROVIDE FIBEROPTIC BACKBONE FOR 10GB ETHERNET SWITCH.E403 GENERAL NOTES1. 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.12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET11 3334SPSPSPSPSPSPSPSPSPSPSPSPSPSPSPTKPJRA1TSFS/1E402_R/1E404_RELEV 2ELEV 1/1E401_R2223WATERSERVICEROOM105AD2AD24AD2AD2AD2AD2AD2EMEMEMEMEMEX1S1S1EX2S1S1S1S1S1S1S1S1S1S1EMEMEMEMEX3EX3EX3EX3EMEMS1S1S1RRPAP4BAP4AAP4CACL1COMMERCIALTENANTSPACE119LEASINGOFFICE104AF1AF1AF1CENTRALSTAIRTSFS4E1E1E1E1E1E1AD2HP-144HP-1475UTILITYCORRIDOR117CP121EMHP-1496ACL2AD2AD2E3E3E3E3ZONE 9ZONE 10ZONE 11ZONE 31ZONE 36ZONE 36HP-1487RP-GEN3ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"1ST FL SOUTH ENLRGDPLAN -LTG & FAE403_RTaitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"1FIRST FLOOR SOUTH ENLARGED PLAN - LIGHTING & FIRE ALARMKEYNOTE LEGENDKey Value Keynote Text1 PROVIDE WEATHERPROOF HORN-STROBE ON BUILDING EXTERIOR. COORDINATE LOCATION WITH LOCAL FIRE DEPARTMENTREQUIREMENTS.2 ALL LIGHTING WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TO PANELSCHEDULES.3 PROVIDE SMOKE DETECTORS WITH AUXILIARY CONTACTS AT ALL ELEVATOR LANDINGS. MAKE AUXILIARY CONNECTION BETWEENDETECTORS AND LDU PANELS AS REQUIRED BY ELEVATOR MANUFACTURER. COORDINATE WITH ELEVATOR EQUIPMENT INSTALLATION.4 PROVIDE FIRE ALARM CONNECTION TO SPRINKLER SYSTEM TAMPER AND FLOW SWITCHES. COORDINATE WITH SPRINKLERCONTRACTOR.5 PROVIDE 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 OCCUPANCYSENSORS AS SHOWN ON DRAWINGS. CONTROLLER SHALL PROVIDE COVERAGE OF ALL AREAS OF FIRST FLOOR, WITH THE EXCEPTIONOF BATHROOMS, COMMERCIAL TENANT SPACE, PARKING, WATER SERVICE ROOM, AND UTILITY SPACES.6 PROVIDE CONNECTION TO BUILDING SIGNAGE ILLUMINATION ON SOUTHERN EXTERIOR AND CANOPY. REFER TO ARCHITECTURALDRAWINGS FOR DETAILS. COORDINATE ELECTRICAL CONNECTION TYPE AND LOAD WITH SUBMITTED PRODUCT. PROVIDE ELECTRONICTIMER TO CONTROL OPERATION.7 AT INDICATED LOCATIONS, PROVIDE DUAL OUTPUT OCCUPANCY SENSOR (BOD: CRESTRON GLA-DT-QUATTRO-COM2-24) TO PROVIDECONTROL OF EXHAUST. COORDINATE WIRING WITH MECHANICAL CONTRACTOR.E403_R GENERAL NOTES1. 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.12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET GWGWGAGWGAGAAAGAGAJJGJJJGGATVAATV TVGGGGWGWGWGAGWGGGAAJJP DOADODOPPSSCR CR1CRCR1 1 11AC 11111ACACTV4ACTRASHROOM116BICYCLEROOM115ELEV 1ELEV 2PACKAGEROOM102RESIDENTLOUNGE107YOGASTUDIO109PET RELIEFAREA111PET SPA110RESTROOM112RESTROOM113ERV-7ERV-6FC-7FC-6FC-5ERV-5FC-91122334556RA755558899EBH-1/1E401CENTRALSTAIRELEVATORLOBBY106/1E40310ECPVESTIBULE100LOBBY101MAIL ROOM103FITNESSCENTER108WATERSERVICEROOM105LEASINGOFFICE104P-GYMHP-1P-GYM14P-GYM12P-GYM11P-GYM10P-GYM9P-GYM8P-GYM7P-GYM6P-GYM5P-GYM4P-GYM3P-GYM2P-GYM1HP-126HP-123HP-125P-GYM13HP-123HP-128HP-19HP-14HP-17HP-121HP-110HP-112HP-122HP-113HP-120HP-112HP-115,17HP-114HP-116,18HP-119HP-133HP-134HP-132HP-135HP-136HP-128HP-123HP-16HP-124HP-12711SP-1SP-1P-GYM141212HP-110MHP1HP-12HP-123HP-129HP-15HP-181313ERV-8FC-4FC-4MHP10,12MHP13,15MHP14,161414MHP17,19MHP17,19MHP21,23MHP22,24,26MHP25HP-161512" AFF12" AFFHP-110HP-111HP-111HP-131EDH-1HP-142EDH-2EDH-2EDH-2EDH-4EDH-3EDH-4MHP31,33MHP32,34MHP35,37MHP36,38MHP39,41MHP40,42MHP43,45MHP17,19MHP17,19161616HP-150MHP18,20HP-150171811HP-1311P-GEN24192021222111111222212324242525HP-130HP-13026111111111251231231HP-130HP-130HP-130272551HP-1611231HP-130ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"1ST FL WEST ENLRGDPLAN -PWR & DATAE404Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"1FIRST FLOOR WEST ENLARGED PLAN - POWER & DATAKEYNOTE LEGENDKey Value Keynote Text1 PROVIDE GFI CIRCUIT FOR BOTTLE FILLER. COORDINATE LOCATION OF J-BOX FOR HARDWIRE CONNECTIONWITH PLUMBING CONTRACTOR. PROVIDE HARDWIRE CONNECTION TO REMOTE CHILLER. COORDINATECONNECTION WITH PLUMBING CONTRACTOR.2 CONTRACTOR SHALL FURNISH AND INSTALL UNDER-SINK RECEPTACLE FOR CORD CONNECTED GARBAGEDISPOSAL/DISHWASHER. SWITCH LOCATED ABOVE COUNTER SHALL CONTROL LOWER PORTION OFRECEPTACLE.3 PROVIDE SEPARATE HARDWIRE CONNECTIONS TO BUILT-IN STOVE AND OVEN. COORDINATE J-BOX LOCATIONAND CIRCUIT PATHING WITH CABINETRY INSTALLATION.4 PROVIDE HARDWIRE ELECTRICAL CONNECTION TO VENTHOOD. COORDINATE WITH HOOD INSTALLATION.5 COORDINATE MOUNTING HEIGHT OF POWER & CABLE RECEPTACLES FOR TV WITH OWNER.6 CONFIRM FINAL LOCATION OF OUTLETS BEHIND COFFEE STATION W/ ID & OWNER.7 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.8 PROVIDE CONVENIENCE RECEPTACLE IN ELEVATOR PIT FOR ELEVATOR SERVICING, PER NEC 620.24(C).9 PROVIDE GFCI BREAKER FOR SUMP PUMP RECEPTACLE CIRCUIT. COORDINATE RECEPTACLE LOCATION WITHPLUMBING CONTRACTOR AND SUMP PUMP INSTALLATION.10 ALL RECEPTACLES WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACHSTAIRWELL. REFER TO PANEL SCHEDULES.11 PROVIDE DISCONNECT, WIRING, AND CONNECTION TO COMPRESSOR FOR DRY SPRINKLER SYSTEM.COORDINATE ELECTRICAL REQUIREMENTS AND LOCATION WITH SPRINKLER CONTRACTOR.12 PROVIDE HARDWIRE CONNECTION TO FIREPLACE. PROVIDE MAIN SWITCH AS SHOWN TO CONTROLOPERATION. COORDINATE ROUTING OF CIRCUIT WITH OTHER TRADES.13 REFER TO SHEET ID704 FOR RECEPTACLE MOUNTING IN CABINETRY IN RESIDENT LOUNGE KITCHEN.14 FAN COIL IS POWERED DIRECTLY FROM OUTDOOR CONDENSING UNIT. WIRING BY MECHANICAL CONTRACTOR.15 PROVIDE EMERGENCY COMMUNICATIONS SYSTEM TO ALLOW COMMUNICATION BETWEEN EMERGENCYCOMMUNICATIONS PANEL (ECP) LOCATED ADJACENT TO FIRE ALARM PANEL IN LOBBY, AND EMERGENCY CALLSTATIONS AND SIGNS (EC) LOCATED ADJACENT TO ELEVATOR CALL BUTTONS ON ALL FLOORS. SYSTEMSHALL BE AS MANUFACTURED BY RATH COMMUNICATIONS AREA OF REFUGE SYSTEMS. SYSTEM SHALLCONSIST 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.16 COORDINATE ALL DOOR OPERATOR BUTTONS WITH ARCHITECT AND BUILDING OWNER. ELECTRICALCONTRACTOR TO PROVIDE ALL PATHWAYS AND WIRING BETWEEN DOOR OPERATOR AND ASSOCIATEDHARDWARE.17 PROVIDE CRESTRON LIGHTING CONTROLLER. SYSTEM SHALL BE COMPRISED OFGLCAEN-FT-120-LV8-LV8-LV8-DIMU8-DIMU8 SYSTEM, GLS-SIM INTEGRATION MODULES, GLNET-CN CONTROLPROCESSOR, 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 OFBATHROOMS, COMMERCIAL TENANT SPACE, PARKING, WATER SERVICE ROOM, AND UTILITY SPACES.18 PROVIDE 60A, 208V, 3 PHASE, FUSED DISCONNECT, NEMA 4 RATED ENCLOSURE TO SERVE TRASHCOMPACTOR. PROVIDE FUSES ACCORDING TO TRASH COMPACTOR RECOMMENDATIONS.19 PROVIDE APC UPS, 600VA UPS BATTERY BACK-UP & SURGE PROTECTION, BE600M1 BATTERY POWER SUPPLYOR EQUAL, COORDINATE EXACT LOCATION WITH OWNER PRIOR TO INSTALLATION.20 PROVIDE TOUCH SCREEN / INTERCOM SYSTEM, BUTTERFLYMX, 11.6" RECESSED INTERCOM, CARD READER,24VDC, OR APPROVED EQUAL. PROVIDE DATA CONNECTION TO ACCESS CONTROL SYSTEM AND ETHERNETSWITCH ACCORDING TO MANUFACTURERS RECOMMENDATION. PROVIDE REMOTE BUTTERFLYMX RELAY FORDOOR STRIKE RELEASE CONTROL.21 PROVIDE ALL INTERCONNECTION BETWEEN ACCESS CONTROL SYSTEM, CARD READER, DOOR LOCKINGHARDWARE AND ADA DOOR CONTROLS ACCORDING TO MANUFACTURERS RECOMMENDATIONS .22 PROVIDE STANDARD CARD READER, REFER TO ACCESS CONTROL, SPECIFICATION SECTION 087100, PROVIDEDATA CONNECTION AND CABLING BACK TO ACCESS CONTROLS AND ETHERNET SWITCH. COORDINATEACCESS CONTROL PANEL WITH ARCHITECTURAL DRAWINGS.23 PROVIDE DATA CABLING FOR CONNECTION TO WIFI ABOVE CEILING. PROVIDE EXTRA 15' CABLE COILED UPABOVE CEILING, PROVIDE DUPLEX RECEPTACLE MOUNTED TO STRUCTURE ABOVE CEILING AND CIRCUITINGAS SHOWN.24 TYPICAL, PROVIDE CAT 6 DATA FEMALE TO FEMALE WALL PLATE AND CABLE CONNECTION IN SINGLE GANGDEVICE. ROUTE CAT6 CABLE BACK TO NEAREST ETHERNET SWITCH.25 COORDINATE MOUNTING HEIGHT OF DATA JACK FOR TV WITH OWNER.26 PROVIDE WIRELESS ACCESS POINT DATA JACK AND RECEPTACLE IN UPPER CABINET.27 PROVIDE REMOTE BUTTERFLYMX RELAY, DATA CABLING AND CONNECTION FOR ELEVATOR LOCK SYSTEMFROM BUTTERFLYMX PANEL VIA ACCESS CONTROLS. INSTALL WIRING ACCORDING TO MANUFACTURERSRECOMMENDATION.E404 GENERAL NOTES1. 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. 12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET11 OSOSKPKPKPKPKPKP3SPSPSPSPSPSPHRSPSPSPSPSPSPSPSPSPSPSPTTKPKPKPKPKPKPKPKPOSOSJJYOGASTUDIO109PET RELIEFAREA111BICYCLEROOM115TRASHROOM116ELEVATORLOBBY106MAIL ROOM103RA1TSFS/1E401_R/1E403_RELEV 2ELEV 1/1E401_R2223AF2AP2AP2WATERSERVICEROOM105AF2AF2AF2 AF2AF2AF2AF2AF4AF4AF3AF3AF3AF4AF4AF3AF3AF4 AF4AF4AF3AF4AL1AL1AL1AL1AL1AW2AL4AL4AL4AL4AL4AA1 AA1ALP2 ALP2AA1 AA1 AA1AD2AD2AP3AD1AD1AD1AF5 AF5AF5AD2AD24AL4AL2AL2 AL2AL2AL2AD2AD2AD2AD2AD2TEMEMEMEMEMEMEMEMEMEMEMEMS1S1EMEX1EX1EX1S1S1EX1S1 S1S1S1S1EX1EX2S1EX3RRHP-1P-GYM5PPALP1EMEMEMEMCrestron touch screen controllerEMEMEMAP4BAP4AAP4CAP4BAP4AAP4CAD1AD1AD4AD4ACL1AL3AL3AL3AL3AL3AL3AL3RESIDENTLOUNGE107LEASINGOFFICE104FITNESSCENTER108PACKAGEROOM102ACL2ACL2AP1AAP1BAP1AAP1AAP1BAF1AF1AF1CENTRALSTAIRAD2AL5AL5AL5AL5TSFS4AW1AW1AW1AW1E1E1E1E1E1E1E1E1E1AD3AD3AD3AD3AL4ALR1AL4AL4AD2AD4AL4RESTROOM112RESTROOM113PET SPA110HP-145HP-146HP-1476HP-149HP-14977ACL2AD5 AD5AD5AD5AD5AD5AD5AD5AD5AD5 AD5AD5AD5AD2AD2EME3E3E3E3AD5AD5ZONE 1ZONE 2ZONE 3ZONE 4ZONE 5ZONE 6ZONE 7ZONE 8ZONE 8ZONE 9ZONE 9ZONE 10ZONE 11ZONE 12ZONE 13ZONE 14 (BOTH INSTANCES OF AL4)ZONE 15ZONE 16ZONE 17ZONE 18ZONE 19ZONE 20ZONE 21 (ALL INSTANCES OF AL4 ON THIS WALL)NOTE: REFER TO SHEET ID603 FOR NUMBER AND ARRANGEMENT OF AL4 FIXTURES ON THIS WALLNOTE: REFER TO SHEET ID600 FOR NUMBER AND ARRANGEMENT OF AL4 AND ALR1 FIXTURES ON THIS WALLZONE 22ZONE 23ZONE 24ZONE 25ZONE 26ZONE 27ZONE 28ZONE 29ZONE 30ZONE 31ZONE 32ZONE 33ZONE 34ZONE 35ZONE 36ZONE 36ZONE 3689HP-148EMEMEMEMHP-1481010101010101010101010101010RP-GEN3P-GEN4EMAP21111111111ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"1ST FL WEST ENLRGDPLAN -LTG & FAE404_RTaitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"1FIRST FLOOR WEST ENLARGED PLAN - LIGHTING & FIRE ALARMKEYNOTE LEGENDKey ValueKeynote Text1 PROVIDE WEATHERPROOF HORN-STROBE ON BUILDING EXTERIOR. COORDINATE LOCATION WITH LOCAL FIRE DEPARTMENT REQUIREMENTS.2 ALL LIGHTING WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TO PANEL SCHEDULES.3 PROVIDE SMOKE DETECTORS WITH AUXILIARY CONTACTS AT ALL ELEVATOR LANDINGS. MAKE AUXILIARY CONNECTION BETWEEN DETECTORS ANDLDU PANELS AS REQUIRED BY ELEVATOR MANUFACTURER. COORDINATE WITH ELEVATOR EQUIPMENT INSTALLATION.4 PROVIDE FIRE ALARM CONNECTION TO SPRINKLER SYSTEM TAMPER AND FLOW SWITCHES. COORDINATE WITH SPRINKLER CONTRACTOR.5 PROVIDE LIGHTING CONTACTOR TO CONTROL RESIDENTIAL LIGHTING ON FIRST FLOOR. CONTACTOR SHALL INCORPORATE OCCUPANCY SENSORSAND PROVIDE INDIVIDUAL CONTROLS FOR LIGHT FIXTURES IN ALL ROOMS. LOCATE CONTACTOR AND PROVIDE USER CONTROL PANEL IN PACKAGEROOM.6 PROVIDE CRESTRON LIGHTING CONTROLLER. SYSTEM SHALL BE COMPRISED OF GLCAEN-FT-120-LV8-LV8-LV8-DIMU8-DIMU8 SYSTEM, GLS-SIMINTEGRATION MODULES, GLNET-CN CONTROL PROCESSOR, KEY PADS, TSW-770-W-S TOUCH SCREEN, AND OCCUPANCY SENSORS AS SHOWN ONDRAWINGS. CONTROLLER SHALL PROVIDE COVERAGE OF ALL AREAS OF FIRST FLOOR, WITH THE EXCEPTION OF BATHROOMS, COMMERCIAL TENANTSPACE, PARKING, WATER SERVICE ROOM, AND UTILITY SPACES.7 PROVIDE CONNECTION TO BUILDING SIGNAGE ILLUMINATION ON SOUTHERN EXTERIOR AND CANOPY. REFER TO ARCHITECTURAL DRAWINGS FORDETAILS. COORDINATE ELECTRICAL CONNECTION TYPE AND LOAD WITH SUBMITTED PRODUCT. PROVIDE ELECTRONIC TIMER TO CONTROLOPERATION.8 FIXTURES IN TRASH ROOM SHALL BE SUSPENDED AT 7'-6" AFF. COORDINATE LOCATIONS AND MOUNTING HEIGHTS WITH MECHANICAL EQUIPMENT.9 FIXTURES IN BIKE ROOM SHALL BE SUSPENDED AT 8'-0" AFF. COORDINATE LOCATIONS AND MOUNTING HEIGHTS WITH MECHANICAL EQUIPMENT.10 AT INDICATED LOCATIONS, PROVIDE DUAL OUTPUT OCCUPANCY SENSOR (BOD: CRESTRON GLA-DT-QUATTRO-COM2-24) TO PROVIDE CONTROL OFEXHAUST. COORDINATE WIRING WITH MECHANICAL CONTRACTOR.E404_R GENERAL NOTES1. 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.12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 JJJJJJJ/1E4011HP-138NORTHSTAIRREFER TO E101 FOR GENERATORMHP272EWH-1MHP30MHP46233333MHP2ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"1ST FL NORTH ENLRGDPLAN -PWR & DATAE405Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"1FIRST FLOOR NORTH ENLARGED PLAN - POWER & DATAKEYNOTE LEGENDKey Value Keynote Text1 ALL RECEPTACLES WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TOPANEL SCHEDULES.2 PROVIDE CONDUIT AND WIRES FOR DATA AND POWER CONNECTION TO LIFT GATE. ROUTE CONDUIT UNDERSLAB TO GATE. COORDINATECONDUIT ROUTING WITH OTHER SITE WORK.3 PROVIDE CONNECTION TO HEAT TRACE TO DVW AND PRIMARY STORM RISERS IN GARAGE. COORDINATE WITH PLUMBING CONTRACTOR.E405 GENERAL NOTES1. 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.12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET111 VSSPSP/1E401_R111TTTTTTTTEMEMEMRRREX3NORTHSTAIRP-GEN1E4E4E4E4E4E1E1E5E5E5E5E5E5E5E5P-GEN4S2STORAGE124BMHP44ZONE 37ZONE 36TTTTP-GEN4HP-143ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"1ST FL NORTH ENLRGDPLAN -LTG & FAE405_RTaitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"1FIRST FLOOR NORTH ENLARGED PLAN - LIGHTING & FIRE ALARMKEYNOTE LEGENDKey Value Keynote Text1 ALL LIGHTING WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TO PANELSCHEDULES.E405_R GENERAL NOTES1. 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.12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET111 GGAGGAGAGAGAGGAGGGGGGGAGAGAGAGAGAGAGAGAGAGAGAGAGAGGAGAGAGAGAGAGAGA11111 1 1111 11GAGAAAAAAAAAUNIT C1201ELEV 1NORTHCORRIDOR238FC-1FC-1FC-2FC-3UNIT B3226UNIT A11232UNIT A12233UNIT C22341111111111FC-3/1E410/1E409/1E408/1E407/1E408NORTHSTAIRUNIT D1223122ECFC-2HP-2M4M5M5M5 M5M5M5800TBFC-33333310" AFF10" AFF10" AFF10" AFF10" AFFP213P231P232P233P234P201HP-138HP-13644444P2311P2312P2314,6P2313P2315P2317P2318P2319,11P23110P23113P23112P23115,17P23118P2321P2322P2323P2324P2327,9P2326P2328P23210P23212P23211,13P2325P23215,17P2333P2336,8P2335P2339P23311,13P2337P2332P2331410" AFFP2344P2341,3P2342P2345P2346P2347,9P2348P23410P23411P23412P23413,15P2011P2012P2013,5P2016P2014P2017P2018P2019P20111,13P20110P20112FC-2P20114,16P20114,16HP-21HP-225ELEVATORLOBBY238P23413,15FC-2P23115,17P2331P23312P23316,18ELEC/DATA237TRASHROOM235ELEV 2CENTRALSTAIR111111T-1HP-211HP-21361HP-24ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"2ND FL CORE ENLRGDPLAN -PWR & DATAE406Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"1SECOND FLOOR CORE ENLARGED PLAN - POWER & DATAKEYNOTE LEGENDKey Value Keynote Text1 CONTRACTOR SHALL FURNISH AND INSTALL UNDER-SINK RECEPTACLE FOR CORD CONNECTED GARBAGE DISPOSAL/DISHWASHER.SWITCH LOCATED ABOVE COUNTER SHALL CONTROL LOWER PORTION OF RECEPTACLE.2 ALL RECEPTACLES WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TOPANEL SCHEDULES.3 PROVIDE STRONG SM-RBX-EXT-14-WH IN-WALL VERSABOX IN EACH APARTMENT. ROUTE COAX CABLE FROM ELECTRICAL CLOSET ONEACH FLOOR TO EACH VERSABOX. PROVIDE CAT5 CABLE FROM VERSABOX TO EACH DATA LOCATION IN EACH APARTMENT. PROVIDE 15APOWER RECEPTACLE IN EACH BOX.4 RECEPTACLE FOR MICROWAVE/VENT HOOD TO MOUNTED AT 66" AFF, TYP OF ALL. COORDINATE MOUNTING OF RECEPTACLE WITHUPPER CABINETRY INSTALLATION.5 PROVIDE 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 TOELEVATOR CALL BUTTONS ON ALL FLOORS. SYSTEM SHALL BE AS MANUFACTURED BY RATH COMMUNICATIONS AREA OF REFUGESYSTEMS. 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.6 PROVIDE FIBEROPTIC BACKBONE FOR 10GB ETHERNET SWITCH.E406 GENERAL NOTES1. 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, UNLESSOTHERWISE NOTED. MEASUREMENTS ARE TO CENTERLINE OF DEVICES:A. CONVENIENCE RECEPTACLES: 18" ABOVE FINISHED FLOORB. ABOVE COUNTER CONVENIENCE RECEPTACLES: MAXIMUM 46" ABOVE FINISHED FLOORC. ABOVE DESK CONVENIENCE RECEPTACLES: MAXIMUM 44" ABOVE FINISHED FLOORD. LIGHT SWITCHES: MAXIMUM 48" ABOVE FINISHED FLOORE. DEDICATED EQUIPMENT RECEPTACLES:a. ABOVE COUNTER: 44" ABOVE FINISHED FLOORb. STANDARD: 18" ABOVE FINISHED FLOORF. DATA AND TV CABLE RECEPTACLES: 18" ABOVE FINISHED FLOORG. RANGE RECEPTACLE: 6" ABOVE FINISHED FLOOR3.COORDINATE ALL CORRIDOR POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET11111 D3333DD3333DOSD33SPSPSPSPSPSPSPSPSPSPSPSPSPSP/COVSSPSPSPJJJJJSPSPSPSPELEV 2ELEVATORLOBBY237NORTHCORRIDOR238/1E410_R/1E407_R/1E409_R/1E408_R1111HP-2US UVUBUEUHUHUKUSUVUBUEUHUHUHUHUKUHUEUVUKUKUKUHUSUSUVUBUBUHUBUBUSUVUVUHUHUEUEUBUBUKUKUKUHUHUKUKUKUHUHUHUEAWCAWCUHUBEX2EX2EX2RRRRAWCAWCAWCELEV 1TSFS2P23114P231P23214P233P232P23310P234P23414UBUHP201P20115P20115P-GEN1P-GEN3S2S2S2EM3HP-25HP-25USAWCAWCAWC AWCAWC_BAWCCLC CLCCLCACLCCLCCLCCLCCLCCLCCLCCLCCLCAWCEX2AWC_B4UNIT C1201CENTRALSTAIRTRASHROOM235SOUTHCORRIDOR240UNIT C2234UNIT A12233UNIT A11232UNIT D12231ELEC/DATA237NORTHSTAIRUNIT B322655555P-GEN1111111111111111111111ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"2ND FL CORE ENLRGDPLAN -LTG & FAE406_RTaitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"1SECOND FLOOR CORE ENLARGED PLAN - LIGHTING & FIRE ALARMKEYNOTE LEGENDKey Value Keynote Text1 ALL LIGHTING WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TO PANELSCHEDULES.2 PROVIDE FIRE ALARM CONNECTION TO SPRINKLER SYSTEM TAMPER AND FLOW SWITCHES. COORDINATE WITH SPRINKLERCONTRACTOR.3 SMOKE DETECTOR LOCATED OUTSIDE TRASH CHUTES SHALL TIE INTO SOLENOID CONTROLLING DISCHARGE DOOR, CAUSING THE DOORTO LOCK UPON ACTIVATION OF FIRE ALARM.4 ALL 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.5 PROVIDE WIRING AND BLANK COVER PLATE TO J-BOX LOCATIONS IN ALL BEDROOMS FOR FUTURE INSTALLATION OF BUILDING FIREALARM NOTIFICATION DEVICES. TYPICAL FOR ALL UNITS.E406_R GENERAL NOTES1. 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 DRAWINGS7. 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.12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET11 GAGAGAGAGAGAGAGAGAGAGAGAGAGAGAGAGAAGAGAGAGAAGAGAGAAGGGGGGGGGGGGGW111 111111 1111 1AAGGGGGAGAGAGAGAGAGAGAGAGAGA11AAAAAAAGAGAAATELECOM236SOUTHCORRIDOR239FC-2FC-3FC-2FC-2UNIT D2207UNIT D3208UNIT B1209UNIT D1206UNIT A4205UNIT A3204UNIT A2203UNIT A1202SOUTHCORRIDOR239/1E408/1E406FC-2FC-2FC-3FC-3FC-2FC-2FC-3FC-2FC-11111111111233333331111refer to unit 212 sheet E40810" AFF10" AFF10" AFF10" AFF10" AFF10" AFF10" AFF10" AFF10" AFF10" AFFP202P203P205P206P208P209P207HP-137EAST STAIR4444444P2021P2022P2027P2024,6P2023P2028P2029P20210,12P2025P22020P2031P2032P2033P2034,6P2035P2037P2038P20310,12P2039P20311FC-1FC-1P20313,15P20213,15P20211P2051P2052P2053P2054,6P2055P2057P2058P20510,12P2059P20511P20513,15P20514P2065P2063P2067P2066,8P2069P2069P20610P20611P20613P20612P20614P20615,17P2061P2062,4P2076P2077P2077P2078P20710,12P2079P20711P20713P20714P20715P20716,18P20716,18P20716,18P2074P2073,5P2072P2085P2086,8P2087P2083P2082,4P2081P2089P2089P20811P20812P20813P20810P20814P20815,17P20815,17P20815,17P2094,6P2093P2091P2092P2095P2097,9P2098P20912P20910P20911P20913,155P20615,17HP-23HP-21111111HP-212617711ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"2ND FL EAST ENLRGDPLAN -PWR & DATAE407Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"1SECOND FLOOR EAST ENLARGED PLAN - POWER & DATAKEYNOTE LEGENDKey Value Keynote Text1 CONTRACTOR SHALL FURNISH AND INSTALL UNDER-SINK RECEPTACLE FOR CORD CONNECTED GARBAGE DISPOSAL/DISHWASHER.SWITCH LOCATED ABOVE COUNTER SHALL CONTROL LOWER PORTION OF RECEPTACLE.2 ALL RECEPTACLES WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TOPANEL SCHEDULES.3 PROVIDE STRONG SM-RBX-EXT-14-WH IN-WALL VERSABOX IN EACH APARTMENT. ROUTE COAX CABLE FROM ELECTRICAL CLOSET ONEACH FLOOR TO EACH VERSABOX. PROVIDE CAT5 CABLE FROM VERSABOX TO EACH DATA LOCATION IN EACH APARTMENT. PROVIDE 15APOWER RECEPTACLE IN EACH BOX.4 RECEPTACLE FOR MICROWAVE/VENT HOOD TO MOUNTED AT 66" AFF, TYP OF ALL. COORDINATE MOUNTING OF RECEPTACLE WITHUPPER CABINETRY INSTALLATION.5 PROVIDE 3/4" PAINTED PLYWOOD BACK BOARD FOR TELECOM DISTRIBUTION EQUIPMENT AT EACH FLOOR. MOUNT RECEPTACLES ABOVEPLYWOOD. COORDINATE POWER REQUIREMENTS WITH SERVICE PROVIDER.6 PROVIDE FIBEROPTIC BACKBONE FOR 10GB ETHERNET SWITCH.7 PROVIDE CONNECTION TO HEAT TRACE INSTALLED ON WATER PIPES, PROVIDED BY OTHERS. CONNECT HEAT TRACE TO NEAREST HEATTRACE CIRCUIT IN GARAGE BELOW. COORDINATE WITH PLUMBING CONTRACTOR.E407 GENERAL NOTES1. 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, UNLESSOTHERWISE NOTED. MEASUREMENTS ARE TO CENTERLINE OF DEVICES:A. CONVENIENCE RECEPTACLES: 18" ABOVE FINISHED FLOORB. ABOVE COUNTER CONVENIENCE RECEPTACLES: MAXIMUM 46" ABOVE FINISHED FLOORC. ABOVE DESK CONVENIENCE RECEPTACLES: MAXIMUM 44" ABOVE FINISHED FLOORD. LIGHT SWITCHES: MAXIMUM 48" ABOVE FINISHED FLOORE. DEDICATED EQUIPMENT RECEPTACLES:a. ABOVE COUNTER: 44" ABOVE FINISHED FLOORb. STANDARD: 18" ABOVE FINISHED FLOORF. DATA AND TV CABLE RECEPTACLES: 18" ABOVE FINISHED FLOORG. RANGE RECEPTACLE: 6" ABOVE FINISHED FLOOR3.COORDINATE ALL CORRIDOR POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET111111111 33DVS33D33DD33D33SPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSP3333DDSPSPSPSPJJJJJJJSPSOUTHCORRIDOR239/1E406_R/1E408_R11AWCAWCAWCUSUVUBUEUHUHUHUHUKUSUVUBUEUHUHUHUHUKUHUHUBUBUEUKUSUVUVUCUCUSUSUBUBUBUHUHUHUHUKUKUVUVUBUBUBUHUHUHUKUBUBUKUSUVUVUCUSUBUBUBUHUHUHUKUKUHUEUBUBUEUSUVUBUBUKUKUKUHUHUEUSUBUBUHUHUHUVUSUPUPUVUPUPUVAWCAWC AWCAWCRREX1EX1EX2AWCAWCAWCAWCP202P20214P203P20314UKUKP20516P20717P20816P20914P209P-GEN2S1HP-25CLC CLCAWCAWC_BCLCCLCrefer to unit 212 sheet E408_R2UNIT D1206EAST STAIRUNIT D2207UNIT D3208UNIT B1209UNIT A4205UNIT A3204UNIT A2203UNIT A1202TELECOM236333333P2083P206P20711111111111ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"2ND FL EAST ENLRGDPLAN -LTG & FAE407_RTaitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"1SECOND FLOOR EAST ENLARGED PLAN - LIGHTING & FIRE ALARMKEYNOTE LEGENDKey Value Keynote Text1 ALL LIGHTING WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TO PANELSCHEDULES.2 ALL 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.3 PROVIDE WIRING AND BLANK COVER PLATE TO J-BOX LOCATIONS IN ALL BEDROOMS FOR FUTURE INSTALLATION OF BUILDING FIREALARM NOTIFICATION DEVICES. TYPICAL FOR ALL UNITS.E407_R GENERAL NOTES1. 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.12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET111 GAGAGAGAGGAGAGAGGGAGAGAGAGAAGGAGA111 11 GGGGGAGAGAGAGAGAGAGAGAGAGAGAAA111 1AAAAUNIT D4210UNIT A5211UNIT A6212UNIT A7213UNIT A6214UNIT A7215UNIT A6216UNIT A8217??1111UNIT A8217SOUTHCORRIDOR239/1E409FC-2FC-3FC-1FC-2/1E407/1E40622221111refer to unit 212 this sheetrefer to unit 213 this sheetrefer to unit 212 this sheetrefer to unit 213 this sheet10" AFF10" AFF10" AFF10" AFF10" AFF10" AFF10" AFFP210P211P212P213P2106,8P21014P2105P21011P21017P21013P21016P2102,4P2101P2103P2107,9P2107,9P210193333P2119P21110P21111P2118P2117P2114,6P2118P21113P2112P2113,5P2121P2122P2111P2123P2125P2124,6P2128P2128P21210,12P2129FC-1P21211,13P21214P21215P21115,17P2127P2131P2132P2133P2136P2135P2137,9P2138P2135P21311,13P21315P21314,16P21317P21015P22010P21016HP-2111T-1HP-2111ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"2ND FL SOUTH ENLRGDPLAN -PWR & DATAE408Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"1SECOND FLOOR SOUTH ENLARGED PLAN - POWER & DATAKEYNOTE LEGENDKey Value Keynote Text1 CONTRACTOR SHALL FURNISH AND INSTALL UNDER-SINK RECEPTACLE FOR CORD CONNECTED GARBAGE DISPOSAL/DISHWASHER.SWITCH LOCATED ABOVE COUNTER SHALL CONTROL LOWER PORTION OF RECEPTACLE.2 PROVIDE STRONG SM-RBX-EXT-14-WH IN-WALL VERSABOX IN EACH APARTMENT. ROUTE COAX CABLE FROM ELECTRICAL CLOSET ONEACH FLOOR TO EACH VERSABOX. PROVIDE CAT5 CABLE FROM VERSABOX TO EACH DATA LOCATION IN EACH APARTMENT. PROVIDE 15APOWER RECEPTACLE IN EACH BOX.3 RECEPTACLE FOR MICROWAVE/VENT HOOD TO MOUNTED AT 66" AFF, TYP OF ALL. COORDINATE MOUNTING OF RECEPTACLE WITHUPPER CABINETRY INSTALLATION.E408 GENERAL NOTES1. 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, UNLESSOTHERWISE NOTED. MEASUREMENTS ARE TO CENTERLINE OF DEVICES:A. CONVENIENCE RECEPTACLES: 18" ABOVE FINISHED FLOORB. ABOVE COUNTER CONVENIENCE RECEPTACLES: MAXIMUM 46" ABOVE FINISHED FLOORC. ABOVE DESK CONVENIENCE RECEPTACLES: MAXIMUM 44" ABOVE FINISHED FLOORD. LIGHT SWITCHES: MAXIMUM 48" ABOVE FINISHED FLOORE. DEDICATED EQUIPMENT RECEPTACLES:a. ABOVE COUNTER: 44" ABOVE FINISHED FLOORb. STANDARD: 18" ABOVE FINISHED FLOORF. DATA AND TV CABLE RECEPTACLES: 18" ABOVE FINISHED FLOORG. RANGE RECEPTACLE: 6" ABOVE FINISHED FLOOR3.COORDINATE ALL CORRIDOR POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS 12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET1111 33OS33DSPSPSPSPSPSPSPSP/COSPD33DD33SPSPSPSPJJSPSP/1E409_R/1E406_R/1E407_RUBUBUBUCUKUHUHUEUCUSUHUVUSUVUKUHAWCUBP21018USUVUEUHUHUBUHUHUEUSUVUHUHUBUKUHUHUHUHUHUHUKUBUHUHUEUSUVAWCAWCrefer to unit 212 this sheetrefer to unit 213 this sheetrefer to unit 212 this sheetrefer to unit 213 this sheetEX2AWCAWCAWCAWCP210P21114P211P212P21216UHUKP213P21310P201AWCAWCAWCAWC AWCAWCCLC CLCCLCCLCEX2UNIT A8217UNIT A6216UNIT A7215UNIT A6214UNIT A7213UNIT A6212UNIT A5211UNIT D4210SOUTHCORRIDOR2401111111111ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"2ND FL SOUTH ENLRGDPLAN -LTG & FAE408_RTaitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"1SECOND FLOOR SOUTH ENLARGED PLAN - LIGHTING & FIRE ALARMKEYNOTE LEGENDKey Value Keynote Text1 PROVIDE WIRING AND BLANK COVER PLATE TO J-BOX LOCATIONS IN ALL BEDROOMS FOR FUTURE INSTALLATION OF BUILDING FIREALARM NOTIFICATION DEVICES. TYPICAL FOR ALL UNITS.E408_R GENERAL NOTES1. 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.12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET111 GGAGAGAGAGAGAGAGAGGGGAGAGAGAGAGAGGGGGAGAGAGAGAAGGGGGAGAAAGAGAGAGAG111 111 111111111A AAAAA1111UNIT D5218UNIT B2219UNIT A10225UNIT D7221UNIT A9222UNIT A10223UNIT A9224UNIT D622011111111FC-2FC-2FC-2FC-2FC-1FC-1/1E406/1E408FC-2FC-3FC-3FC-2222222refer to unit 222 this sheetrefer to unit 223 this sheet10" AFF10" AFF10" AFF10" AFFFC-310" AFF10" AFFP218P220P222P221P223333333P2181P2182P2183,5P2184P21810P2189,11P2188P2187P21812P21813P2209P21816,18P21816,18P2193P2192,4P2191P2196,8P2196,8P2195P2193P21912P21913,15P21911P21910P2208P2206P2205P2202P2201,3P2204P2207P21814P22015P22011P22014,16P22013P22012P2211P22024,26P22024,26P2212P2213P2214,6P2215P2217P2219P22110P22112,14P22111P2215P22113P2218FC-3FC-2P22116,18P22116,18P2221P2223P2226P2225,7P22210P22211,13P2222P22212P2229P2237,9P2236P2233P2234P22311P2238,10P2231P2232P2199P2197P219P22018P2228P22215,17P2235111ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"2ND FL WEST ENLRGDPLAN -PWR & DATAE409Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"1SECOND FLOOR WEST ENLARGED PLAN - POWER & DATAKEYNOTE LEGENDKey Value Keynote Text1 CONTRACTOR SHALL FURNISH AND INSTALL UNDER-SINK RECEPTACLE FOR CORD CONNECTED GARBAGE DISPOSAL/DISHWASHER.SWITCH LOCATED ABOVE COUNTER SHALL CONTROL LOWER PORTION OF RECEPTACLE.2 PROVIDE STRONG SM-RBX-EXT-14-WH IN-WALL VERSABOX IN EACH APARTMENT. ROUTE COAX CABLE FROM ELECTRICAL CLOSET ONEACH FLOOR TO EACH VERSABOX. PROVIDE CAT5 CABLE FROM VERSABOX TO EACH DATA LOCATION IN EACH APARTMENT. PROVIDE 15APOWER RECEPTACLE IN EACH BOX.3 RECEPTACLE FOR MICROWAVE/VENT HOOD TO MOUNTED AT 66" AFF, TYP OF ALL. COORDINATE MOUNTING OF RECEPTACLE WITHUPPER CABINETRY INSTALLATION.E409 GENERAL NOTES1. 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, UNLESSOTHERWISE NOTED. MEASUREMENTS ARE TO CENTERLINE OF DEVICES:A. CONVENIENCE RECEPTACLES: 18" ABOVE FINISHED FLOORB. ABOVE COUNTER CONVENIENCE RECEPTACLES: MAXIMUM 46" ABOVE FINISHED FLOORC. ABOVE DESK CONVENIENCE RECEPTACLES: MAXIMUM 44" ABOVE FINISHED FLOORD. LIGHT SWITCHES: MAXIMUM 48" ABOVE FINISHED FLOORE. DEDICATED EQUIPMENT RECEPTACLES:a. ABOVE COUNTER: 44" ABOVE FINISHED FLOORb. STANDARD: 18" ABOVE FINISHED FLOORF. DATA AND TV CABLE RECEPTACLES: 18" ABOVE FINISHED FLOORG. RANGE RECEPTACLE: 6" ABOVE FINISHED FLOOR3.COORDINATE ALL CORRIDOR POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET11111 SPSPSPSPSPSPSPSPSPSPSPSPSPSPSP333D333D3333333333DD33D33D333SP3JJJJJJJPSP/1E406_RUEUVUSUCUBUBUKUKUKUHUSUVUCUBUBUHUVUSUVUEUHUBUBUHUHUKUKUKUBUBUCUSUKUKUKUHUHUBUBUHUHUBUBUHUHUSUHUEUHUPUPUKUKUEUSUVUBUBUCUSUVUVUHUKUEUHUHUHUHUHUVUEUHUHUHUHUHUKUHUSUSrefer to unit 222 this sheetrefer to unit 223 this sheetAWCAWCAWC AWCAWCAWCP21815P218P219P21914P220UVUVP22017P221P22115P222P2224P22312AWC AWCAWC_BE6 E6 E6 E6P2231UNIT D5218UNIT B2219UNIT D6220UNIT D7221UNIT A9222UNIT A10223UNIT A9224UNIT A10225ZONE 38CLCCLC222P219142222UH11111111111ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"2ND FL WEST ENLRGDPLAN -LTG & FAE409_RTaitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"1SECOND FLOOR WEST ENLARGED PLAN - LIGHTING & FIRE ALARMKEYNOTE LEGENDKey Value Keynote Text1 ALL 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.2 PROVIDE WIRING AND BLANK COVER PLATE TO J-BOX LOCATIONS IN ALL BEDROOMS FOR FUTURE INSTALLATION OF BUILDING FIREALARM NOTIFICATION DEVICES. TYPICAL FOR ALL UNITS.E409_R GENERAL NOTES1. 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 DRAWINGS8. 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.12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET111 GAGAGAGAGAGAAGAGAGAGAGAGAGAGAGAGAGAAGAGAGAAGAGAGAGAGGGGGGGGGGGGA11111111111111AAAAAUNIT B3226FC-3FC-3FC-3FC-3FC-2FC-2FC-21111111111/1E406UNIT D9228UNIT D10229UNIT D11230UNIT D8227NORTHSTAIRFC-2FC-2FC-2FC-22FC-23333310" AFF10" AFF10" AFF10" AFFP226P227P228P229P230HP-13844444P2267P2266,8P2264P2263,5P2262P2261P2269P22610P22611P22613,15P22616P2279P2278,10P22711P22712P22713P22715,17P22715,17P2272P2273,5P2274P2276P2271P2277P2285P2286P22810P2289,11P2288P2287P22812P22813P22815,17P22815,17P22818P2283P2281P2282,4P2291P2292P2297,9P2295P2298P22910P22911P22912P22913P22914FC-2FC-3P22916,18P22916,18P2303P2305P23014P23013P23011P23012P23010P2308P2307,9P2306P2302,4P23011115ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"2ND FL NORTH ENLRGDPLAN -PWR & DATAE410Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"1SECOND FLOOR NORTH ENLARGED PLAN - POWER & DATAKEYNOTE LEGENDKey Value Keynote Text1 CONTRACTOR SHALL FURNISH AND INSTALL UNDER-SINK RECEPTACLE FOR CORD CONNECTED GARBAGE DISPOSAL/DISHWASHER.SWITCH LOCATED ABOVE COUNTER SHALL CONTROL LOWER PORTION OF RECEPTACLE.2 ALL RECEPTACLES WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TOPANEL SCHEDULES.3 PROVIDE STRONG SM-RBX-EXT-14-WH IN-WALL VERSABOX IN EACH APARTMENT. ROUTE COAX CABLE FROM ELECTRICAL CLOSET ONEACH FLOOR TO EACH VERSABOX. PROVIDE CAT5 CABLE FROM VERSABOX TO EACH DATA LOCATION IN EACH APARTMENT. PROVIDE 15APOWER RECEPTACLE IN EACH BOX.4 RECEPTACLE FOR MICROWAVE/VENT HOOD TO MOUNTED AT 66" AFF, TYP OF ALL. COORDINATE MOUNTING OF RECEPTACLE WITHUPPER CABINETRY INSTALLATION.5 PROVIDE CONNECTION TO HEAT TRACE INSTALLED ON WATER PIPES, PROVIDED BY OTHERS. CONNECT HEAT TRACE TO NEAREST HEATTRACE CIRCUIT IN GARAGE BELOW. COORDINATE WITH PLUMBING CONTRACTOR.E410 GENERAL NOTES1. 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, UNLESSOTHERWISE NOTED. MEASUREMENTS ARE TO CENTERLINE OF DEVICES:A. CONVENIENCE RECEPTACLES: 18" ABOVE FINISHED FLOORB. ABOVE COUNTER CONVENIENCE RECEPTACLES: MAXIMUM 46" ABOVE FINISHED FLOORC. ABOVE DESK CONVENIENCE RECEPTACLES: MAXIMUM 44" ABOVE FINISHED FLOORD. LIGHT SWITCHES: MAXIMUM 48" ABOVE FINISHED FLOORE. DEDICATED EQUIPMENT RECEPTACLES:a. ABOVE COUNTER: 44" ABOVE FINISHED FLOORb. STANDARD: 18" ABOVE FINISHED FLOORF. DATA AND TV CABLE RECEPTACLES: 18" ABOVE FINISHED FLOORG. RANGE RECEPTACLE: 6" ABOVE FINISHED FLOOR3.COORDINATE ALL POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET11111111 33DD33333333DD33334DSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPJJJJJJJJJSPSP/1E406_R11USUVUBUBUCUKUKUKUHUSUVUBUBUCUKUKUHUHUVUEUHUHUHUHUHUKUKUHUSUSUVUVUBUBUBUBUBUBUBUBUCUCUEUBUBUBUBUBUBUSUSUSUSUSUVUCUKUKUEUVUVUHUHUHUHUEUHUHUVUVUVUPUPUEUKUKUKUPUPEX2RRAWCAWCAWCAWCAWCAWCP226P22612P227P22714P22915P23015P230P229P228P-GEN1AWC_BCLCCLCCLCCLCAWC_B2UNIT D9228UNIT D10229UNIT D11230UNIT D8227MAINTENANCECLOSET238NORTHSTAIRUNIT B322633333P2281433331111111111111ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"2ND FL NORTH ENLRGDPLAN -LTG & FAE410_RTaitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"1SECOND FLOOR NORTH ENLARGED PLAN - LIGHTING & FIRE ALARMKEYNOTE LEGENDKey Value Keynote Text1 ALL LIGHTING WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TO PANELSCHEDULES.2 ALL 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.3 PROVIDE WIRING AND BLANK COVER PLATE TO J-BOX LOCATIONS IN ALL BEDROOMS FOR FUTURE INSTALLATION OF BUILDING FIREALARM NOTIFICATION DEVICES. TYPICAL FOR ALL UNITS.E410_R GENERAL NOTES1. 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.12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET11 /1E415/1E413/1E414/1E41211800TBM5 M5 M5 M5M5M4M5refer to unit 231 sheet E406refer to unit 232 sheet E406refer to unit 233 sheet E406refer to unit 234 sheet E406refer to unit 201 sheet E406refer to unit 226 sheet E410HP-136HP-138HP-26HP-27HP-29UNIT B3326NORTHSTAIRUNIT D12331NORTHCORRIDOR339UNIT A11332UNIT A12333UNIT C2334ELEC/DATA337TRASHROOM335ELEV 2ELEV 1ELEVATORLOBBY338UNIT C1301CENTRALSTAIRSOUTHCORRIDOR3401111EC21113HP-21541ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"3RD FL CORE ENLRGDPLAN -PWR & DATAE411Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"1THIRD FLOOR CORE ENLARGED PLAN - POWER & DATAKEYNOTE LEGENDKey Value Keynote Text1 ALL RECEPTACLES WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TOPANEL SCHEDULES.2 PROVIDE 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 TOELEVATOR CALL BUTTONS ON ALL FLOORS. SYSTEM SHALL BE AS MANUFACTURED BY RATH COMMUNICATIONS AREA OF REFUGESYSTEMS. 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.3 REFER TO UNIT D14 ON DRAWING E425 FOR TYPICAL BALCONY POWER REQUIRMENTS. WIRE 120V, 20A, RECEPTACLE ON BALCONY TOLOCAL APARTMENT PANEL.4 PROVIDE FIBEROPTIC BACKBONE FOR 10GB ETHERNET SWITCH.12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET1E411 GENERAL NOTES1. 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, UNLESSOTHERWISE NOTED. MEASUREMENTS ARE TO CENTERLINE OF DEVICES:A. CONVENIENCE RECEPTACLES: 18" ABOVE FINISHED FLOORB. ABOVE COUNTER CONVENIENCE RECEPTACLES: MAXIMUM 46" ABOVE FINISHED FLOORC. ABOVE DESK CONVENIENCE RECEPTACLES: MAXIMUM 44" ABOVE FINISHED FLOORD. LIGHT SWITCHES: MAXIMUM 48" ABOVE FINISHED FLOORE. DEDICATED EQUIPMENT RECEPTACLES:a. ABOVE COUNTER: 44" ABOVE FINISHED FLOORb. STANDARD: 18" ABOVE FINISHED FLOORF. DATA AND TV CABLE RECEPTACLES: 18" ABOVE FINISHED FLOORG. RANGE RECEPTACLE: 6" ABOVE FINISHED FLOOR3.COORDINATE ALL CORRIDOR POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS11 SPSPSPOSVSSPSPSPSPSPSP/COSPSPSP/1E415_R/1E414_R/1E413_R/1E412_R1111refer to unit 201 sheet E406refer to unit 226 sheet E410refer to unit 231 sheet E406refer to unit 232 sheet E406refer to unit 233 sheet E406refer to unit 234 sheet E406EX1EX2EX1EX2RRRRTSFS2P-GEN1P-GEN33S2S2S2HP-210HP-210EX2AWCAWCAWCAWCAWCAWCAWCAWCAWCAWC_BAWCAWC_BCLCCLCCLCCLCCLCCLCCLCACLCCLCCLCCLC CLCAWC_B4UNIT B3326NORTHSTAIRNORTHCORRIDOR339UNIT D12331UNIT A11332UNIT A12333UNIT C2334ELEC/DATA337TRASHROOM335ELEVATORLOBBY338ELEV 2ELEV 1CENTRALSTAIRUNIT C13011111141111111115ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"3RD FL CORE ENLRGDPLAN -LTG & FAE411_RTaitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"1THIRD FLOOR CORE ENLARGED PLAN - LIGHTING & FIRE ALARMKEYNOTE LEGENDKey Value Keynote Text1 ALL LIGHTING WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TO PANELSCHEDULES.2 PROVIDE FIRE ALARM CONNECTION TO SPRINKLER SYSTEM TAMPER AND FLOW SWITCHES. COORDINATE WITH SPRINKLERCONTRACTOR.3 SMOKE DETECTOR LOCATED OUTSIDE TRASH CHUTES SHALL TIE INTO SOLENOID CONTROLLING DISCHARGE DOOR, CAUSING THE DOORTO LOCK UPON ACTIVATION OF FIRE ALARM.4 ALL 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.5 REFER TO UNIT D14 ON DRAWING E425_R FOR TYPICAL BALCONY LIGHTING REQUIRMENTS. WIRE BALCONY LIGHT AND RECEEPTACLE TOLINE SIDE OF LIVING ROOM LIGHT CIRCUIT.12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET1E411_R GENERAL NOTES1. 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 DRAWINGS11 AA/1E413/1E4111refer to unit 202 sheet E407refer to unit 203 sheet E407refer to unit 212 sheet E408refer to unit 205 sheet E407refer to unit 206 sheet E407refer to unit 207 sheet E407refer to unit 208 sheet E407refer to unit 209 sheet E407HP-137HP-282UNIT A1302UNIT A2303UNIT A3304TELECOM336UNIT A4305UNIT B1309UNIT D1306UNIT D2307EAST STAIRUNIT D330811113333HP-21441ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"3RD FL EAST ENLRGDPLAN -PWR & DATAE412Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"1THIRD FLOOR EAST ENLARGED PLAN - POWER & DATAKEYNOTE LEGENDKey Value Keynote Text1 ALL RECEPTACLES WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TOPANEL SCHEDULES.2 PROVIDE 3/4" PAINTED PLYWOOD BACK BOARD FOR TELECOM DISTRIBUTION EQUIPMENT AT EACH FLOOR. MOUNT RECEPTACLES ABOVEPLYWOOD. COORDINATE POWER REQUIREMENTS WITH SERVICE PROVIDER.3 REFER TO UNIT D14 ON DRAWING E425 FOR TYPICAL BALCONY POWER REQUIRMENTS. WIRE 120V, 20A, RECEPTACLE ON BALCONY TOLOCAL APARTMENT PANEL.4 PROVIDE FIBEROPTIC BACKBONE FOR 10GB ETHERNET SWITCH.E412 GENERAL NOTES1. 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, UNLESSOTHERWISE NOTED. MEASUREMENTS ARE TO CENTERLINE OF DEVICES:A. CONVENIENCE RECEPTACLES: 18" ABOVE FINISHED FLOORB. ABOVE COUNTER CONVENIENCE RECEPTACLES: MAXIMUM 46" ABOVE FINISHED FLOORC. ABOVE DESK CONVENIENCE RECEPTACLES: MAXIMUM 44" ABOVE FINISHED FLOORD. LIGHT SWITCHES: MAXIMUM 48" ABOVE FINISHED FLOORE. DEDICATED EQUIPMENT RECEPTACLES:a. ABOVE COUNTER: 44" ABOVE FINISHED FLOORb. STANDARD: 18" ABOVE FINISHED FLOORF. DATA AND TV CABLE RECEPTACLES: 18" ABOVE FINISHED FLOORG. RANGE RECEPTACLE: 6" ABOVE FINISHED FLOOR3.COORDINATE ALL CORRIDOR POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET11111 SPVSSPSPSPSPSPSP/1E413_R/1E411_R11refer to unit 202 sheet E407refer to unit 203 sheet E407refer to unit 212 sheet E408refer to unit 205 sheet E407refer to unit 206 sheet E407refer to unit 207 sheet E407refer to unit 208 sheet E407refer to unit 209 sheet E407EX1EX1RRP-GEN2S1HP-210AWCAWCAWCAWCAWCAWCAWCAWCAWCAWCAWCAWCAWC_BCLCCLCCLCCLC2TELECOM336UNIT A1302UNIT A2303UNIT A3304UNIT A4305UNIT B1309UNIT D1306EAST STAIRUNIT D2307UNIT D3308SOUTHCORRIDOR3401111113333ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"3RD FL EAST ENLRGDPLAN -LTG & FAE412_RTaitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"1THIRD FLOOR EAST ENLARGED PLAN - LIGHTING & FIRE ALARMKEYNOTE LEGENDKey Value Keynote Text1 ALL LIGHTING WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TO PANELSCHEDULES.2 ALL 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.3 REFER TO UNIT D14 ON DRAWING E425_R FOR TYPICAL BALCONY LIGHTING REQUIRMENTS. WIRE BALCONY LIGHT AND RECEEPTACLE TOLINE SIDE OF LIVING ROOM LIGHT CIRCUIT.E412_R GENERAL NOTES1. 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 DRAWINGS12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET11111 /1E414/1E411/1E412refer to unit 210 sheet E408refer to unit 211 sheet E408refer to unit 212 sheet E408refer to unit 213 sheet E408refer to unit 212 sheet E408refer to unit 213 sheet E408refer to unit 212 sheet E408refer to unit 213 sheet E408HP-26UNIT D4310UNIT A5311UNIT A6312SOUTHCORRIDOR340UNIT A7313UNIT A6314UNIT A7315UNIT A6316UNIT A83171111ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"3RD FL SOUTH ENLRGDPLAN -PWR & DATAE413Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"1THIRD FLOOR SOUTH ENLARGED PLAN - POWER & DATAE413 GENERAL NOTES1. 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, UNLESSOTHERWISE NOTED. MEASUREMENTS ARE TO CENTERLINE OF DEVICES:A. CONVENIENCE RECEPTACLES: 18" ABOVE FINISHED FLOORB. ABOVE COUNTER CONVENIENCE RECEPTACLES: MAXIMUM 46" ABOVE FINISHED FLOORC. ABOVE DESK CONVENIENCE RECEPTACLES: MAXIMUM 44" ABOVE FINISHED FLOORD. LIGHT SWITCHES: MAXIMUM 48" ABOVE FINISHED FLOORE. DEDICATED EQUIPMENT RECEPTACLES:a. ABOVE COUNTER: 44" ABOVE FINISHED FLOORb. STANDARD: 18" ABOVE FINISHED FLOORF. DATA AND TV CABLE RECEPTACLES: 18" ABOVE FINISHED FLOORG. RANGE RECEPTACLE: 6" ABOVE FINISHED FLOOR3.COORDINATE ALL CORRIDOR POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET VSSP/COSPSPSP/1E414_R/1E411_Rrefer to unit 210 sheet E408refer to unit 211 sheet E408refer to unit 212 sheet E408refer to unit 213 sheet E408refer to unit 212 sheet E408refer to unit 213 sheet E408refer to unit 212 sheet E408refer to unit 213 sheet E408EX2HP-210EX2AWCAWCAWCAWCAWCAWCAWCAWCAWCAWCAWCAWCAWC_BCLCCLC CLCCLCUNIT A8317UNIT A6316UNIT A7315UNIT A6314UNIT A7313UNIT A6312UNIT A5311UNIT D43101111111ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"3RD FL SOUTH ENLRGDPLAN -LTG & FAE413_RTaitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"1THIRD FLOOR SOUTH ENLARGED PLAN - LIGHTING & FIRE ALARMKEYNOTE LEGENDKey Value Keynote TextE413_R GENERAL NOTES1. 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 DRAWINGS12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET /1E413/1E411refer to unit 218 sheet E409refer to unit 219 sheet E409refer to unit 220 sheet E409refer to unit 221 sheet E409refer to unit 202 sheet E407refer to unit 203 sheet E407refer to unit 202 sheet E407refer to unit 223 sheet E409UNIT D5318UNIT A14325UNIT A13324UNIT A14323UNIT A13322UNIT D7321UNIT D6320UNIT B231911ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"3RD FL WEST ENLRGDPLAN -PWR & DATAE414Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"1THIRD FLOOR WEST ENLARGED PLAN - POWER & DATAE414 GENERAL NOTES1. 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, UNLESSOTHERWISE NOTED. MEASUREMENTS ARE TO CENTERLINE OF DEVICES:A. CONVENIENCE RECEPTACLES: 18" ABOVE FINISHED FLOORB. ABOVE COUNTER CONVENIENCE RECEPTACLES: MAXIMUM 46" ABOVE FINISHED FLOORC. ABOVE DESK CONVENIENCE RECEPTACLES: MAXIMUM 44" ABOVE FINISHED FLOORD. LIGHT SWITCHES: MAXIMUM 48" ABOVE FINISHED FLOORE. DEDICATED EQUIPMENT RECEPTACLES:a. ABOVE COUNTER: 44" ABOVE FINISHED FLOORb. STANDARD: 18" ABOVE FINISHED FLOORF. DATA AND TV CABLE RECEPTACLES: 18" ABOVE FINISHED FLOORG. RANGE RECEPTACLE: 6" ABOVE FINISHED FLOOR3. COORDINATE ALL CORRIDOR POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 SPSP/1E411_R/1E413_Rrefer to unit 218 sheet E409refer to unit 219 sheet E409refer to unit 220 sheet E409refer to unit 221 sheet E409refer to unit 202 sheet E407refer to unit 203 sheet E407refer to unit 202 sheet E407refer to unit 223 sheet E409AWCAWCAWCAWCAWCAWCAWCAWCAWC_BCLCCLC1UNIT A14325UNIT A13324UNIT A14323UNIT A13322UNIT D7321UNIT D6320UNIT B2319UNIT D53181111ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"3RD FL WEST ENLRGDPLAN -LTG & FAE414_RTaitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"1THIRD FLOOR WEST ENLARGED PLAN - LIGHTING & FIRE ALARME414_R GENERAL NOTES1. 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 DRAWINGS12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SETKEYNOTE LEGENDKey Value Keynote Text1 ALL 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 /1E4111refer to unit 226 sheet E410refer to unit 227 sheet E410refer to unit 228 sheet E410refer to unit 229 sheet E410refer to unit 230 sheet E410HP-138UNIT D9328UNIT D10329UNIT D11330UNIT D8327UNIT B3326MAINTENANCECLOSET338NORTHSTAIR1112222ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"3RD FL NORTH ENLRGDPLAN -PWR & DATAE415Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"1THIRD FLOOR NORTH ENLARGED PLAN - POWER & DATAKEYNOTE LEGENDKey Value Keynote Text1 ALL RECEPTACLES WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TOPANEL SCHEDULES.2 REFER TO UNIT D14 ON DRAWING E425 FOR TYPICAL BALCONY POWER REQUIRMENTS. WIRE 120V, 20A, RECEPTACLE ON BALCONY TOLOCAL APARTMENT PANEL.E415 GENERAL NOTES1. 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, UNLESSOTHERWISE NOTED. MEASUREMENTS ARE TO CENTERLINE OF DEVICES:A. CONVENIENCE RECEPTACLES: 18" ABOVE FINISHED FLOORB. ABOVE COUNTER CONVENIENCE RECEPTACLES: MAXIMUM 46" ABOVE FINISHED FLOORC. ABOVE DESK CONVENIENCE RECEPTACLES: MAXIMUM 44" ABOVE FINISHED FLOORD. LIGHT SWITCHES: MAXIMUM 48" ABOVE FINISHED FLOORE. DEDICATED EQUIPMENT RECEPTACLES:a. ABOVE COUNTER: 44" ABOVE FINISHED FLOORb. STANDARD: 18" ABOVE FINISHED FLOORF. DATA AND TV CABLE RECEPTACLES: 18" ABOVE FINISHED FLOORG. RANGE RECEPTACLE: 6" ABOVE FINISHED FLOOR3.COORDINATE ALL CORRIDOR POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET111111 SPSPSPSPSP/1E411_R11refer to unit 226 sheet E410refer to unit 227 sheet E410refer to unit 228 sheet E410refer to unit 229 sheet E410refer to unit 230 sheet E410EX1EX2RRP-GEN1AWCAWCAWCAWCAWCAWCAWC_BCLCCLCCLCCLCAWC_B2UNIT D9328UNIT D10329UNIT D8327UNIT D11330UNIT B3326NORTHSTAIRNORTHCORRIDOR339MAINTENANCECLOSET3381111113333ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"3RD FL NORTH ENLRGDPLAN -LTG & FAE415_RTaitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"1THIRD FLOOR NORTH ENLARGED PLAN - LIGHTING & FIRE ALARMKEYNOTE LEGENDKey Value Keynote Text1 ALL LIGHTING WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TO PANELSCHEDULES.2 ALL 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.3 REFER TO UNIT D14 ON DRAWING E425_R FOR TYPICAL BALCONY LIGHTING REQUIRMENTS. WIRE BALCONY LIGHT AND RECEEPTACLE TOLINE SIDE OF LIVING ROOM LIGHT CIRCUIT.E415_R GENERAL NOTES1. 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 DRAWINGS12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET111111 /1E417/1E419/1E418/1E42011800TBM5 M5 M5 M5 M5M4M3HP-4refer to unit 231 sheet E406refer to unit 232 sheet E406refer to unit 233 sheet E406refer to unit 234 sheet E406refer to unit 201 sheet E406refer to unit 226 sheet E410HP-138HP-1362UNIT B3426NORTHSTAIRNORTHCORRIDOR439UNIT D12431UNIT A11432UNIT A12433UNIT C2434ELEC/DATA437TRASHROOM435ELEV 2ELEV 1ELEVATORLOBBY438CENTRALSTAIRUNIT C140111111EC13HP-42HP-41541ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"4TH FL CORE ENLRGDPLAN -PWR & DATAE416Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"1FOURTH FLOOR CORE ENLARGED PLAN - POWER & DATAKEYNOTE LEGENDKey Value Keynote Text1 ALL RECEPTACLES WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TOPANEL SCHEDULES.2 PROVIDE 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 TOELEVATOR CALL BUTTONS ON ALL FLOORS. SYSTEM SHALL BE AS MANUFACTURED BY RATH COMMUNICATIONS AREA OF REFUGESYSTEMS. 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.3 REFER TO UNIT D14 ON DRAWING E425 FOR TYPICAL BALCONY POWER REQUIRMENTS. WIRE 120V, 20A, RECEPTACLE ON BALCONY TOLOCAL APARTMENT PANEL.4 PROVIDE FIBEROPTIC BACKBONE FOR 10GB ETHERNET SWITCH.12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET1E416 GENERAL NOTES1. 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, UNLESSOTHERWISE NOTED. MEASUREMENTS ARE TO CENTERLINE OF DEVICES:A. CONVENIENCE RECEPTACLES: 18" ABOVE FINISHED FLOORB. ABOVE COUNTER CONVENIENCE RECEPTACLES: MAXIMUM 46" ABOVE FINISHED FLOORC. ABOVE DESK CONVENIENCE RECEPTACLES: MAXIMUM 44" ABOVE FINISHED FLOORD. LIGHT SWITCHES: MAXIMUM 48" ABOVE FINISHED FLOORE. DEDICATED EQUIPMENT RECEPTACLES:a. ABOVE COUNTER: 44" ABOVE FINISHED FLOORb. STANDARD: 18" ABOVE FINISHED FLOORF. DATA AND TV CABLE RECEPTACLES: 18" ABOVE FINISHED FLOORG. RANGE RECEPTACLE: 6" ABOVE FINISHED FLOOR3.COORDINATE ALL CORRIDOR POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS11 SPSPVSOSSPSPSPSPSP/COSPSPSPSP/1E420_R/1E420_R/1E419_R/1E417_R1111refer to unit 201 sheet E406refer to unit 226 sheet E410refer to unit 231 sheet E406refer to unit 232 sheet E406refer to unit 233 sheet E406refer to unit 234 sheet E406EX2EX1EX2EX1RRRRTSFS2P-GEN1P-GEN3HP-4S2S2EMS23HP-45HP-45EX2AWCAWCAWCAWCAWCAWCAWCAWCAWCAWC_BAWC_BCLCCLCCLCCLCCLCCLCCLCCLCCLCACLCCLC CLCAWC_B4UNIT B3426NORTHCORRIDOR439UNIT D12431UNIT A11432UNIT A12433UNIT C2434ELEC/DATA437TRASHROOM435ELEV 2ELEV 1ELEVATORLOBBY438CENTRALSTAIRUNIT C14014NORTHSTAIRP-GEN134111111111111115ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"4TH FL CORE ENLRGDPLAN -LTG & FAE416_RTaitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"1FOURTH FLOOR CORE ENLARGED PLAN - LIGHTING & FIRE ALARMKEYNOTE LEGENDKey Value Keynote Text1 ALL LIGHTING WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TO PANELSCHEDULES.2 PROVIDE FIRE ALARM CONNECTION TO SPRINKLER SYSTEM TAMPER AND FLOW SWITCHES. COORDINATE WITH SPRINKLERCONTRACTOR.3 SMOKE DETECTOR LOCATED OUTSIDE TRASH CHUTES SHALL TIE INTO SOLENOID CONTROLLING DISCHARGE DOOR, CAUSING THE DOORTO LOCK UPON ACTIVATION OF FIRE ALARM.4 ALL 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.5 REFER TO UNIT D14 ON DRAWING E425_R FOR TYPICAL BALCONY LIGHTING REQUIRMENTS. WIRE BALCONY LIGHT AND RECEEPTACLE TOLINE SIDE OF LIVING ROOM LIGHT CIRCUIT.E416_R GENERAL NOTES1. 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 DRAWINGS12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET111 AA/1E418/1E4161refer to unit 202 sheet E407refer to unit 203 sheet E407refer to unit 212 sheet E408refer to unit 205 sheet E407refer to unit 206 sheet E407refer to unit 207 sheet E407refer to unit 208 sheet E407refer to unit 209 sheet E407HP-137HP-432UNIT A1402UNIT A2403UNIT A3404UNIT A4405UNIT B1409UNIT D1406EAST STAIRUNIT D2407UNIT D3408SOUTHCORRIDOR440TELECOM436111111113333HP-41441ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"4TH FL EAST ENLRGDPLAN -PWR & DATAE417Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"1FOURTH FLOOR EAST ENLARGED PLAN - POWER & DATAKEYNOTE LEGENDKey Value Keynote Text1 ALL RECEPTACLES WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TOPANEL SCHEDULES.2 PROVIDE 3/4" PAINTED PLYWOOD BACK BOARD FOR TELECOM DISTRIBUTION EQUIPMENT AT EACH FLOOR. MOUNT RECEPTACLES ABOVEPLYWOOD. COORDINATE POWER REQUIREMENTS WITH SERVICE PROVIDER.3 REFER TO UNIT D14 ON DRAWING E425 FOR TYPICAL BALCONY POWER REQUIRMENTS. WIRE 120V, 20A, RECEPTACLE ON BALCONY TOLOCAL APARTMENT PANEL.4 PROVIDE FIBEROPTIC BACKBONE FOR 10GB ETHERNET SWITCH.E417 GENERAL NOTES1. 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, UNLESSOTHERWISE NOTED. MEASUREMENTS ARE TO CENTERLINE OF DEVICES:A. CONVENIENCE RECEPTACLES: 18" ABOVE FINISHED FLOORB. ABOVE COUNTER CONVENIENCE RECEPTACLES: MAXIMUM 46" ABOVE FINISHED FLOORC. ABOVE DESK CONVENIENCE RECEPTACLES: MAXIMUM 44" ABOVE FINISHED FLOORD. LIGHT SWITCHES: MAXIMUM 48" ABOVE FINISHED FLOORE. DEDICATED EQUIPMENT RECEPTACLES:a. ABOVE COUNTER: 44" ABOVE FINISHED FLOORb. STANDARD: 18" ABOVE FINISHED FLOORF. DATA AND TV CABLE RECEPTACLES: 18" ABOVE FINISHED FLOORG. RANGE RECEPTACLE: 6" ABOVE FINISHED FLOOR3.COORDINATE ALL CORRIDOR POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET111111 SPVSSPSPSPSPSPSP/1E418_R/1E416_R11refer to unit 202 sheet E407refer to unit 203 sheet E407refer to unit 212 sheet E408refer to unit 205 sheet E407refer to unit 206 sheet E407refer to unit 207 sheet E407refer to unit 208 sheet E407refer to unit 209 sheet E407EX1EX1EX2RRP-GEN2HP-45AWCAWCAWCAWCAWCAWCAWCAWCAWCAWCAWCAWCAWC_BCLCCLCCLC2UNIT A1402UNIT A2403UNIT A3404TELECOM436UNIT A4405UNIT D1406UNIT D2407UNIT D3408UNIT B1409CLC1111113333ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"4TH FL EAST ENLRGDPLAN -LTG & FAE417_RTaitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"1FOURTH FLOOR EAST ENLARGED PLAN - LIGHTING & FIRE ALARMKEYNOTE LEGENDKey Value Keynote Text1 ALL LIGHTING WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TO PANELSCHEDULES.2 ALL 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.3 REFER TO UNIT D14 ON DRAWING E425_R FOR TYPICAL BALCONY LIGHTING REQUIRMENTS. WIRE BALCONY LIGHT AND RECEEPTACLE TOLINE SIDE OF LIVING ROOM LIGHT CIRCUIT.E417_R GENERAL NOTES1. 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 DRAWINGS12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET11 /1E419/1E416/1E417refer to unit 210 sheet E408refer to unit 211 sheet E408refer to unit 212 sheet E408refer to unit 213 sheet E408refer to unit 212 sheet E408refer to unit 213 sheet E408refer to unit 212 sheet E408refer to unit 213 sheet E408SOUTHCORRIDOR440UNIT D4410UNIT A5411UNIT A6412UNIT A7413UNIT A6414UNIT A7415UNIT A6416UNIT A841711111ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"4TH FL SOUTH ENLRGDPLAN -PWR & DATAE418Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"1FOURTH FLOOR SOUTH ENLARGED PLAN - POWER & DATAE418 GENERAL NOTES1. 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, UNLESSOTHERWISE NOTED. MEASUREMENTS ARE TO CENTERLINE OF DEVICES:A. CONVENIENCE RECEPTACLES: 18" ABOVE FINISHED FLOORB. ABOVE COUNTER CONVENIENCE RECEPTACLES: MAXIMUM 46" ABOVE FINISHED FLOORC. ABOVE DESK CONVENIENCE RECEPTACLES: MAXIMUM 44" ABOVE FINISHED FLOORD. LIGHT SWITCHES: MAXIMUM 48" ABOVE FINISHED FLOORE. DEDICATED EQUIPMENT RECEPTACLES:a. ABOVE COUNTER: 44" ABOVE FINISHED FLOORb. STANDARD: 18" ABOVE FINISHED FLOORF. DATA AND TV CABLE RECEPTACLES: 18" ABOVE FINISHED FLOORG. RANGE RECEPTACLE: 6" ABOVE FINISHED FLOOR3.COORDINATE ALL CORRIDOR POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 SP/COSPSPSP/1E420_R/1E419_R/1E417_Rrefer to unit 210 sheet E408refer to unit 211 sheet E408refer to unit 212 sheet E408refer to unit 213 sheet E408refer to unit 212 sheet E408refer to unit 213 sheet E408refer to unit 212 sheet E408refer to unit 213 sheet E408EX2RFSEX2AWCAWCAWCAWCAWCAWCAWCAWCAWCAWCAWCAWCAWC_BCLCCLC CLCCLCUNIT D4410UNIT A5411UNIT A6412UNIT A7413UNIT A6414UNIT A7415UNIT A6416UNIT A8417111111111ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"4TH FL SOUTH ENLRGDPLAN -LTG & FAE418_RTaitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"1FOURTH FLOOR SOUTH ENLARGED PLAN - LIGHTING & FIRE ALARMKEYNOTE LEGENDKey Value Keynote Text1 ALL 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 NOTES1. 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 DRAWINGS12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 GAGAAGAGGGGAGAGAGAGAGAGAGAGGGWGW11111AAGW11FC-211/1E418/1E416FC-322P422P420refer to unit 218 sheet E409refer to unit 202 sheet E407refer to unit 203 sheet E407refer to unit 202 sheet E4073310" AFFFC-1P420210" AFFP42013P42014P4209P4205P4204P4207P4206,8P4203P42010,12P42011P42015FC-1FC-3P42016P42017,19P42017,19P42017,1910" AFF10" AFF10" AFF10" AFF10" AFF10" AFFP4227P4229P4226,8P4223P4222P42210,12P42211P4221P4225P42213P42214,16P4221510" AFFUNIT D5418UNIT D13420UNIT B4422UNIT A15423UNIT A13424UNIT A1442510" AFFCIRCUIT TO 20A BREAKER IN PANEL P418ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"4TH FL WEST ENLRGDPLAN -PWR & DATAE419Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"1FOURTH FLOOR WEST ENLARGED PLAN - POWER & DATAKEYNOTE LEGENDKey Value Keynote Text1 CONTRACTOR SHALL FURNISH AND INSTALL UNDER-SINK RECEPTACLE FOR CORD CONNECTED GARBAGE DISPOSAL/DISHWASHER.SWITCH LOCATED ABOVE COUNTER SHALL CONTROL LOWER PORTION OF RECEPTACLE.2 PROVIDE STRONG SM-RBX-EXT-14-WH IN-WALL VERSABOX IN EACH APARTMENT. ROUTE COAX CABLE FROM ELECTRICAL CLOSET ONEACH FLOOR TO EACH VERSABOX. PROVIDE CAT5 CABLE FROM VERSABOX TO EACH DATA LOCATION IN EACH APARTMENT. PROVIDE 15APOWER RECEPTACLE IN EACH BOX.3 RECEPTACLE FOR MICROWAVE/VENT HOOD TO MOUNTED AT 66" AFF, TYP OF ALL. COORDINATE MOUNTING OF RECEPTACLE WITHUPPER CABINETRY INSTALLATION.E419 GENERAL NOTES1. 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, UNLESSOTHERWISE NOTED. MEASUREMENTS ARE TO CENTERLINE OF DEVICES:A. CONVENIENCE RECEPTACLES: 18" ABOVE FINISHED FLOORB. ABOVE COUNTER CONVENIENCE RECEPTACLES: MAXIMUM 46" ABOVE FINISHED FLOORC. ABOVE DESK CONVENIENCE RECEPTACLES: MAXIMUM 44" ABOVE FINISHED FLOORD. LIGHT SWITCHES: MAXIMUM 48" ABOVE FINISHED FLOORE. DEDICATED EQUIPMENT RECEPTACLES:a. ABOVE COUNTER: 44" ABOVE FINISHED FLOORb. STANDARD: 18" ABOVE FINISHED FLOORF. DATA AND TV CABLE RECEPTACLES: 18" ABOVE FINISHED FLOORG. RANGE RECEPTACLE: 6" ABOVE FINISHED FLOOR3.COORDINATE ALL CORRIDOR POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET111 SP33DD33SPSPSPSPSPSPSPJJJSP/1E416_RUKUKUHUHUHUBUBUCUEUSUSUEUEUHUHUBUBUBUBUVUVUHUHUPUPUPUPUKUKUKUCUSUVrefer to unit 218 sheet E409refer to unit 202 sheet E407refer to unit 203 sheet E407refer to unit 202 sheet E407AWCAWCP420P42018P422P42217E2E2P42217AWCAWCAWCAWCAWC_BCLCCLC1UNIT D5418UNIT D13420UNIT B4422UNIT A15423UNIT A13424UNIT A14425SOUTHCORRIDOR440222111E2TO LINE SIDE OF LIVING SPACE LIGHTING CIRCUIT 3ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"4TH FL WEST ENLRGDPLAN -LTG & FAE419_RTaitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"1FOURTH FLOOR WEST ENLARGED PLAN - LIGHTING & FIRE ALARME419_R GENERAL NOTES1. 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 DRAWINGS12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SETKEYNOTE LEGENDKey Value Keynote Text1 ALL 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.2 PROVIDE WIRING AND BLANK COVER PLATE TO J-BOX LOCATIONS IN ALL BEDROOMS FOR FUTURE INSTALLATION OF BUILDING FIREALARM NOTIFICATION DEVICES. TYPICAL FOR ALL UNITS.3 EXTERIOR FIXTURE ONLY OCCURS IN UNIT 418.111 /1E4161refer to unit 226 sheet E410refer to unit 227 sheet E410refer to unit 228 sheet E410refer to unit 229 sheet E410refer to unit 230 sheet E410HP-138UNIT D9428UNIT D10429UNIT D11430UNIT D8427MAINTENANCECLOSET438UNIT B3426NORTHSTAIR12222ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"4TH FL NORTH ENLRGDPLAN -PWR & DATAE420Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"1FOURTH FLOOR NORTH ENLARGED PLAN - POWER & DATAKEYNOTE LEGENDKey Value Keynote Text1 ALL RECEPTACLES WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TOPANEL SCHEDULES.2 REFER TO UNIT D14 ON DRAWING E425 FOR TYPICAL BALCONY POWER REQUIRMENTS. WIRE 120V, 20A, RECEPTACLE ON BALCONY TOLOCAL APARTMENT PANEL.E420 GENERAL NOTES1. 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, UNLESSOTHERWISE NOTED. MEASUREMENTS ARE TO CENTERLINE OF DEVICES:A. CONVENIENCE RECEPTACLES: 18" ABOVE FINISHED FLOORB. ABOVE COUNTER CONVENIENCE RECEPTACLES: MAXIMUM 46" ABOVE FINISHED FLOORC. ABOVE DESK CONVENIENCE RECEPTACLES: MAXIMUM 44" ABOVE FINISHED FLOORD. LIGHT SWITCHES: MAXIMUM 48" ABOVE FINISHED FLOORE. DEDICATED EQUIPMENT RECEPTACLES:a. ABOVE COUNTER: 44" ABOVE FINISHED FLOORb. STANDARD: 18" ABOVE FINISHED FLOORF. DATA AND TV CABLE RECEPTACLES: 18" ABOVE FINISHED FLOORG. RANGE RECEPTACLE: 6" ABOVE FINISHED FLOOR3.COORDINATE ALL CORRIDOR POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET111111 SPSPSPSPSP/1E416_R11refer to unit 226 sheet E410refer to unit 227 sheet E410refer to unit 228 sheet E410refer to unit 229 sheet E410refer to unit 230 sheet E410EX2EX1RRP-GEN1AWCAWCAWCAWCAWCAWC_BCLCCLCCLCCLCAWC_B2UNIT D9428UNIT D10429UNIT D8427UNIT D11430MAINTENANCECLOSET438UNIT B3426NORTHSTAIR1111113333ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"4TH FL NORTH ENLRGDPLAN -LTG & FAE420_RTaitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"1FOURTH FLOOR NORTH ENLARGED PLAN - LIGHTING & FIRE ALARMKEYNOTE LEGENDKey Value Keynote Text1 ALL LIGHTING WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TO PANELSCHEDULES.2 ALL 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.3 REFER TO UNIT D14 ON DRAWING E425_R FOR TYPICAL BALCONY LIGHTING REQUIRMENTS. WIRE BALCONY LIGHT AND RECEEPTACLE TOLINE SIDE OF LIVING ROOM LIGHT CIRCUIT.12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET1111E420_R GENERAL NOTES1. 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 DRAWINGS11 /1E424/1E423/1E422/1E42511EC800TBM5 M5M5 M5 M5M5M4refer to unit 201 sheet E406refer to unit 231 sheet E406refer to unit 232 sheet E406refer to unit 233 sheet E406refer to unit 234 sheet E406HP-138HP-1362UNIT D14527NORTHSTAIRUNIT D12531NORTHCORRIDOR539UNIT A11532UNIT A12533UNIT C2534ELEC/DATA537TRASHROOM535UNIT C1501ELEV 2ELEV 1CENTRALSTAIRELEVATORLOBBY5381111EC113HP-48HP-41341ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"5TH FL CORE ENLRGDPLAN -PWR & DATAE421Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"1FIFTH FLOOR CORE ENLARGED PLAN - POWER & DATAKEYNOTE LEGENDKey Value Keynote Text1 ALL RECEPTACLES WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TOPANEL SCHEDULES.2 PROVIDE 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 TOELEVATOR CALL BUTTONS ON ALL FLOORS. SYSTEM SHALL BE AS MANUFACTURED BY RATH COMMUNICATIONS AREA OF REFUGESYSTEMS. 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.3 REFER TO UNIT D14 ON DRAWING E425 FOR TYPICAL BALCONY POWER REQUIRMENTS. WIRE 120V, 20A, RECEPTACLE ON BALCONY TOLOCAL APARTMENT PANEL.4 PROVIDE FIBEROPTIC BACKBONE FOR 10GB ETHERNET SWITCH.12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET1E421 GENERAL NOTES1. 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, UNLESSOTHERWISE NOTED. MEASUREMENTS ARE TO CENTERLINE OF DEVICES:A. CONVENIENCE RECEPTACLES: 18" ABOVE FINISHED FLOORB. ABOVE COUNTER CONVENIENCE RECEPTACLES: MAXIMUM 46" ABOVE FINISHED FLOORC. ABOVE DESK CONVENIENCE RECEPTACLES: MAXIMUM 44" ABOVE FINISHED FLOORD. LIGHT SWITCHES: MAXIMUM 48" ABOVE FINISHED FLOORE. DEDICATED EQUIPMENT RECEPTACLES:a. ABOVE COUNTER: 44" ABOVE FINISHED FLOORb. STANDARD: 18" ABOVE FINISHED FLOORF. DATA AND TV CABLE RECEPTACLES: 18" ABOVE FINISHED FLOORG. RANGE RECEPTACLE: 6" ABOVE FINISHED FLOOR3.COORDINATE ALL CORRIDOR POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS11 SPVSOSSPSPHFSPSPSP/COSPSPSPSP/1E425_R/1E424_R/1E422_R/1E423_R1111refer to unit 201 sheet E406refer to unit 231 sheet E406refer to unit 232 sheet E406refer to unit 233 sheet E406refer to unit 234 sheet E406RREX1EX2RRAWCEX2EX1EX1TSFS2P-GEN3P-GEN13S2S2S24HP-411HP-411EX2AWCAWCAWCAWCAWCAWCAWCAWCAWCAWC_BCLCACLCCLCCLCCLCCLCAWC_BCLCCLCCLCCLCCLCAWC_B5NORTHSTAIRUNIT D14527UNIT D12531NORTHCORRIDOR539UNIT A11532UNIT A12533ELEC/DATA537UNIT C2534TRASHROOM535UNIT C1501CENTRALSTAIRELEV 2ELEV 1ELEVATORLOBBY538511111111116ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"5TH FL CORE ENLRGDPLAN -LTG & FAE421_RTaitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"1FIFTH FLOOR CORE ENLARGED PLAN - LIGHTING & FIRE ALARMKEYNOTE LEGENDKey Value Keynote Text1 ALL LIGHTING WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TO PANELSCHEDULES.2 PROVIDE FIRE ALARM CONNECTION TO SPRINKLER SYSTEM TAMPER AND FLOW SWITCHES. COORDINATE WITH SPRINKLERCONTRACTOR.3 SMOKE DETECTOR LOCATED OUTSIDE TRASH CHUTES SHALL TIE INTO SOLENOID CONTROLLING DISCHARGE DOOR, CAUSING THE DOORTO LOCK UPON ACTIVATION OF FIRE ALARM.4 PROVIDE HEAT DETECTOR (FIXED TEMPERATURE) WITHIN 2'-0" of SPRINKLER HEADS IN TRASH CHUTE, WHERE THEY OCCUR.INSTALLATION SHALL BE IN ACCORDANCE WITH NFPA 72.5 ALL 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.6 REFER TO UNIT D14 ON DRAWING E425_R FOR TYPICAL BALCONY LIGHTING REQUIRMENTS. WIRE BALCONY LIGHT AND RECEEPTACLE TOLINE SIDE OF LIVING ROOM LIGHT CIRCUIT.E421_R GENERAL NOTES1. 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 DRAWINGS12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET11 AA/1E423/1E4211refer to unit 202 sheet E407refer to unit 203 sheet E407refer to unit 212 sheet E408refer to unit 205 sheet E407refer to unit 206 sheet E407refer to unit 207 sheet E407refer to unit 208 sheet E407refer to unit 209 sheet E407HP-137HP-4102TELECOM536UNIT A1502UNIT A2503UNIT A3504UNIT D3508UNIT B1509UNIT A4505UNIT D1506EAST STAIRUNIT D250711113333HP-4741ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"5TH FL EAST ENLRGDPLAN -PWR & DATAE422Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"1FIFTH FLOOR EAST ENLARGED PLAN - POWER & DATAKEYNOTE LEGENDKey Value Keynote Text1 ALL RECEPTACLES WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TOPANEL SCHEDULES.2 PROVIDE 3/4" PAINTED PLYWOOD BACK BOARD FOR TELECOM DISTRIBUTION EQUIPMENT AT EACH FLOOR. MOUNT RECEPTACLES ABOVEPLYWOOD. COORDINATE POWER REQUIREMENTS WITH SERVICE PROVIDER.3 REFER TO UNIT D14 ON DRAWING E425 FOR TYPICAL BALCONY POWER REQUIRMENTS. WIRE 120V, 20A, RECEPTACLE ON BALCONY TOLOCAL APARTMENT PANEL.4 PROVIDE FIBEROPTIC BACKBONE FOR 10GB ETHERNET SWITCH.E422 GENERAL NOTES1. 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, UNLESSOTHERWISE NOTED. MEASUREMENTS ARE TO CENTERLINE OF DEVICES:A. CONVENIENCE RECEPTACLES: 18" ABOVE FINISHED FLOORB. ABOVE COUNTER CONVENIENCE RECEPTACLES: MAXIMUM 46" ABOVE FINISHED FLOORC. ABOVE DESK CONVENIENCE RECEPTACLES: MAXIMUM 44" ABOVE FINISHED FLOORD. LIGHT SWITCHES: MAXIMUM 48" ABOVE FINISHED FLOORE. DEDICATED EQUIPMENT RECEPTACLES:a. ABOVE COUNTER: 44" ABOVE FINISHED FLOORb. STANDARD: 18" ABOVE FINISHED FLOORF. DATA AND TV CABLE RECEPTACLES: 18" ABOVE FINISHED FLOORG. RANGE RECEPTACLE: 6" ABOVE FINISHED FLOOR3.COORDINATE ALL CORRIDOR POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET111111 SPSPVSSPSPSPSPSP/1E423_R/1E424_R11refer to unit 202 sheet E407refer to unit 203 sheet E407refer to unit 212 sheet E408refer to unit 205 sheet E407refer to unit 206 sheet E407refer to unit 207 sheet E407refer to unit 208 sheet E407refer to unit 209 sheet E407RREX1EX1EX2P-GEN2S1HP-411AWCAWCAWCAWCAWCAWCAWCAWCAWCAWCAWCAWCAWC_BCLCCLCCLCCLC2TELECOM536UNIT A4505UNIT A3504UNIT A2503UNIT A1502UNIT D1506EAST STAIRUNIT D2507UNIT B1509UNIT D3508SOUTHCORRIDOR5401111113333ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"5TH FL EAST ENLRGDPLAN -LTG & FAE422_RTaitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"1FIFTH FLOOR EAST ENLARGED PLAN - LIGHTING & FIRE ALARMKEYNOTE LEGENDKey Value Keynote Text1 ALL LIGHTING WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TO PANELSCHEDULES.2 ALL 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.3 REFER TO UNIT D14 ON DRAWING E425_R FOR TYPICAL BALCONY LIGHTING REQUIRMENTS. WIRE BALCONY LIGHT AND RECEEPTACLE TOLINE SIDE OF LIVING ROOM LIGHT CIRCUIT.E422_R GENERAL NOTES1. 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 DRAWINGS12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET111111 /1E424/1E422/1E421refer to unit 210 sheet E408refer to unit 211 sheet E408refer to unit 212 sheet E408refer to unit 213 sheet E408refer to unit 212 sheet E408refer to unit 213 sheet E408refer to unit 212 sheet E408refer to unit 213 sheet E408UNIT A8517UNIT A6516UNIT A7515UNIT A6514UNIT A7513UNIT A6512UNIT A5511UNIT D4510111ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"5TH FL SOUTH ENLRGDPLAN -PWR & DATAE423Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"1FIFTH FLOOR SOUTH ENLARGED PLAN - POWER & DATAE423 GENERAL NOTES1. 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, UNLESSOTHERWISE NOTED. MEASUREMENTS ARE TO CENTERLINE OF DEVICES:A. CONVENIENCE RECEPTACLES: 18" ABOVE FINISHED FLOORB. ABOVE COUNTER CONVENIENCE RECEPTACLES: MAXIMUM 46" ABOVE FINISHED FLOORC. ABOVE DESK CONVENIENCE RECEPTACLES: MAXIMUM 44" ABOVE FINISHED FLOORD. LIGHT SWITCHES: MAXIMUM 48" ABOVE FINISHED FLOORE. DEDICATED EQUIPMENT RECEPTACLES:a. ABOVE COUNTER: 44" ABOVE FINISHED FLOORb. STANDARD: 18" ABOVE FINISHED FLOORF. DATA AND TV CABLE RECEPTACLES: 18" ABOVE FINISHED FLOORG. RANGE RECEPTACLE: 6" ABOVE FINISHED FLOOR3.COORDINATE ALL CORRIDOR POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 VSSP/COSPSPSP/1E424_R/1E421_Rrefer to unit 210 sheet E408refer to unit 211 sheet E408refer to unit 212 sheet E408refer to unit 213 sheet E408refer to unit 212 sheet E408refer to unit 213 sheet E408refer to unit 212 sheet E408refer to unit 213 sheet E408REX1EX2FSHP-411EX2AWCAWCAWCAWCAWCAWCAWCAWCAWCAWCAWCAWCAWC_BCLCCLCCLCCLC1UNIT A8517UNIT A6516UNIT A7515UNIT A6514UNIT A7513UNIT A6512UNIT A5511UNIT D4510SOUTHCORRIDOR54011111111ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"5TH FL SOUTH ENLRGDPLAN -LTG & FAE423_RTaitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"1FIFTH FLOOR SOUTH ENLARGED PLAN - LIGHTING & FIRE ALARMKEYNOTE LEGENDKey Value Keynote Text1 ALL 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 NOTES1. 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 DRAWINGS12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 /1E423/1E421refer to unit 218 sheet E409refer to unit 420 sheet E419refer to unit 422 sheet E419refer to unit 202 sheet E407refer to unit 203 sheet E407refer to unit 202 sheet E407UNIT A14525UNIT A13524UNIT A15523UNIT B4522UNIT D13520SOUTHCORRIDOR540UNIT D55181ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"5TH FL WEST ENLRGDPLAN -PWR & DATAE424Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"1FIFTH FLOOR WEST ENLARGED PLAN - POWER & DATAE424 GENERAL NOTES1. 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, UNLESSOTHERWISE NOTED. MEASUREMENTS ARE TO CENTERLINE OF DEVICES:A. CONVENIENCE RECEPTACLES: 18" ABOVE FINISHED FLOORB. ABOVE COUNTER CONVENIENCE RECEPTACLES: MAXIMUM 46" ABOVE FINISHED FLOORC. ABOVE DESK CONVENIENCE RECEPTACLES: MAXIMUM 44" ABOVE FINISHED FLOORD. LIGHT SWITCHES: MAXIMUM 48" ABOVE FINISHED FLOORE. DEDICATED EQUIPMENT RECEPTACLES:a. ABOVE COUNTER: 44" ABOVE FINISHED FLOORb. STANDARD: 18" ABOVE FINISHED FLOORF. DATA AND TV CABLE RECEPTACLES: 18" ABOVE FINISHED FLOORG. RANGE RECEPTACLE: 6" ABOVE FINISHED FLOOR3.COORDINATE ALL CORRIDOR POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET11KEYNOTE LEGENDKey Value Keynote Text1 REFER TO UNIT D14 ON DRAWING E425 FOR TYPICAL BALCONY POWER REQUIRMENTS. WIRE 120V, 20A, RECEPTACLE ON BALCONY TOLOCAL APARTMENT PANEL.1 SP/1E423_R/1E421_Rrefer to unit 218 sheet E409refer to unit 420 sheet E419refer to unit 422 sheet E419refer to unit 202 sheet E407refer to unit 203 sheet E407refer to unit 202 sheet E407AWCAWCAWCAWCAWCAWCAWC_BCLC CLC1UNIT A14525UNIT A13524UNIT A15523UNIT B4522UNIT D13520UNIT D55182ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"5TH FL WEST ENLRGDPLAN -LTG & FAE424_RTaitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"1FIFTH FLOOR WEST ENLARGED PLAN - LIGHTING & FIRE ALARME424_R GENERAL NOTES1. 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 DRAWINGS12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SETKEYNOTE LEGENDKey Value Keynote Text1 ALL 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.2 REFER TO UNIT D14 ON DRAWING E425_R FOR TYPICAL BALCONY LIGHTING REQUIRMENTS. WIRE BALCONY LIGHT AND RECEEPTACLE TOLINE SIDE OF LIVING ROOM LIGHT CIRCUIT.11 GWGWGWGGGAGAGAGAGAGAGAGGGAGAAA111 11AAGWACFC-3FC-1FC-1/1E42112210" AFF10" AFF10" AFF10" AFF10" AFF3333P530P527HP-13844P5274P5273,5P5278P52710P52710P52711P52714,16P52713P5271P5272P52712P5279P5276P5277P52715,17P52715,17P5301P5302P5305,7P5304P5303P5306P5309,11P5308P53010P53012P53013,15P53013,15HP-49FC-1FC-3UNIT B5530UNIT D14527NORTHSTAIR1P53017HP-41651ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"5TH FL NORTH ENLRGDPLAN -PWR & DATAE425Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"1FIFTH FLOOR NORTH ENLARGED PLAN - POWER & DATAKEYNOTE LEGENDKey Value Keynote Text1 ALL RECEPTACLES WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TOPANEL SCHEDULES.2 PROVIDE STRONG SM-RBX-EXT-14-WH IN-WALL VERSABOX IN EACH APARTMENT. ROUTE COAX CABLE FROM ELECTRICAL CLOSET ONEACH FLOOR TO EACH VERSABOX. PROVIDE CAT5 CABLE FROM VERSABOX TO EACH DATA LOCATION IN EACH APARTMENT. PROVIDE 15APOWER RECEPTACLE IN EACH BOX.3 CONTRACTOR SHALL FURNISH AND INSTALL UNDER-SINK RECEPTACLE FOR CORD CONNECTED GARBAGE DISPOSAL/DISHWASHER.SWITCH LOCATED ABOVE COUNTER SHALL CONTROL LOWER PORTION OF RECEPTACLE.4 RECEPTACLE FOR MICROWAVE/VENT HOOD TO MOUNTED AT 66" AFF, TYP OF ALL. COORDINATE MOUNTING OF RECEPTACLE WITHUPPER CABINETRY INSTALLATION.5 PROVIDE DATA CABLING FOR CONNECTION TO WIFI ABOVE CEILING. PROVIDE EXTRA 15' CABLE COILED UP ABOVE CEILING, PROVIDEDUPLEX RECEPTACLE MOUNTED TO STRUCTURE ABOVE CEILING AND CIRCUITING AS SHOWN.E425 GENERAL NOTES1. 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, UNLESSOTHERWISE NOTED. MEASUREMENTS ARE TO CENTERLINE OF DEVICES:A. CONVENIENCE RECEPTACLES: 18" ABOVE FINISHED FLOORB. ABOVE COUNTER CONVENIENCE RECEPTACLES: MAXIMUM 46" ABOVE FINISHED FLOORC. ABOVE DESK CONVENIENCE RECEPTACLES: MAXIMUM 44" ABOVE FINISHED FLOORD. LIGHT SWITCHES: MAXIMUM 48" ABOVE FINISHED FLOORE. DEDICATED EQUIPMENT RECEPTACLES:a. ABOVE COUNTER: 44" ABOVE FINISHED FLOORb. STANDARD: 18" ABOVE FINISHED FLOORF. DATA AND TV CABLE RECEPTACLES: 18" ABOVE FINISHED FLOORG. RANGE RECEPTACLE: 6" ABOVE FINISHED FLOOR3.COORDINATE ALL CORRIDOR POWER, LIGHTING, LIGHTING CONTROLS, AND FIRE ALARM DEVICES WITH ID DRAWINGS12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET11111 SPSPSPSPSPSPSP3D33D3JJJSPSP/1E421_R11UBUBUSUCUKUKUPUPUHUHUBUBUSUHUHUSUHUHUHUPUPUKUEUVUVRRAWCAWCEX2EX1UCUKUVUVP52718P527P530P53014P-GEN1UBUBE1AWCE2E2P52718CLCCLCCLCCLCAWC_BP-GEN142UNIT B5530NORTHSTAIRUNIT D145273331111ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"5TH FL NORTH ENLRGDPLAN -LTG & FAE425_RTaitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"1FIFTH FLOOR NORTH ENLARGED PLAN - LIGHTING & FIRE ALARME425_R GENERAL NOTESKEYNOTE LEGENDKey Value Keynote Text1 ALL LIGHTING WITHIN EACH STAIRWELL SHALL BE SERVED BY A DEDICATED BRANCH CIRCUIT TO EACH STAIRWELL. REFER TO PANELSCHEDULES.2 ALL 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.3 PROVIDE WIRING AND BLANK COVER PLATE TO J-BOX LOCATIONS IN ALL BEDROOMS FOR FUTURE INSTALLATION OF BUILDING FIREALARM 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 DRAWINGS12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET11 ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTIONPANEL SCHEDULESE501Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECTNotes:Receptacle 720 VA 100.00% 720 VATotal Est. Demand Current:151 AElectric Heat 1000 VA 65.00% 650 VATotal Conn. Current:182 ADwelling Unit - Lighting 98 VA 100.00% 98 VATotal Est. Demand:54392 VAPower 32009 VA 86.25% 27607 VATotal Conn. Load:65473 VAOther 31646 VA 80.00% 25317 VALoad Classification Connected Load Demand Factor Estimated Demand Panel TotalsTotal Amps:238 A 179 A 139 ATotal Load:27892 VA 20855 VA 16727 VA6566636461625960575855 -- -- -- 0 VA5653 SPARE (FUTURE EV CHARGING STATION) 40 A 2 0 VA 0 VA -- -- -- 5451 -- -- -- 5404... 0 VA 2 40 A SPARE (FUTRE EV CHARGING STATION) 5249 -- -- -- 5404... 360 VA 1 20 A RECEPTACLES - TELECOM 5047 ELEVATOR 2 45 A 3 5404... 1600... 1 20 A ELEV 2 CAR LIGHTING 4845 -- -- -- 0 VA 1176... 1 20 A GATE OPERATOR 4643 EDH-4 (FC-5) 30 A 2 4300... 98 VA 1 20 A LIGHTING - STORAGE 4441 -- -- -- 0 VA 0 VA -- -- -- 4239 EDH-4 (FC-7) 30 A 2 4300... 3000... 2 20 A EDH-2 (ERV-8) 4037 -- -- -- 0 VA 0 VA -- -- -- 3835 EDH-2 (ERV-6) 20 A 2 3000... 2460... 2 20 A EDH-3 (FC-6) 3633 -- -- -- 0 VA 0 VA -- -- -- 3431 EDH-1 (ERV-5) 25 A 2 4000... 3000... 2 20 A EDH-2 (ERV-7) 3229 EWH-1 (EAST STAIR) 20 A 1 0 VA 0 VA 1 20 A EWH-1 (NORTH STAIR) 3027 GATE OPERATOR 20 A 1 1176... 0 VA 1 20 A EWH-1 (ELEC RM 122) 2825 BRASCH CONTROLLER 15 A 1 125 VA 2102... -- -- -- 2623 -- -- -- 0 VA 2102... -- -- -- 2421 ERV-8 15 A 2 1019... 2102... 3 35 A TRASH COMPACTOR 2219 -- -- -- 291 VA 500 VA -- -- -- 2017 FAN COILS 15 A 2 411 VA 500 VA 2 15 A EBH-1 (LOBBY) 1815 -- -- -- 0 VA 0 VA -- -- -- 1613 ERV-6 15 A 2 2246... 2246... 2 15 A ERV-7 14110 VA -- -- -- 129 QUAD RECEPTACLE ETHERNET SWITCH 20 A 1 180 VA 1248... 2 15 A ERV-5 107 -- -- -- 0 VA 1250... 1 20 A STORM/DHW HEAT TRACE 85 -- -- -- 0 VA 1250... 1 20 A STORM/DHW HEAT TRACE 63 G-ATS 150 A 3 0 VA 1250... 1 20 A STORM/DHW HEAT TRACE 41 RECEPTACLES - BENCHES 400 A 1 720 VA 1250... 1 20 A STORM/DHW HEAT TRACE 2CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKTNotes:Enclosure:1MCB Rating:1200 AMounting:SurfaceWires:4Mains Rating:1200 ASupply From: Phases:3Mains Type:MLOLocation: Volts:120/208 WyeA.I.C. Rating:10kABranch Panel: MHPNotes:Total Est. Demand Current:78 ATotal Conn. Current:107 ATotal Est. Demand:16160 VATotal Conn. Load:22320 VAReceptacle 22320 VA 72.40% 16160 VALoad Classification Connected Load Demand Factor Estimated Demand Panel TotalsTotal Amps:110 A 104 A 0 ATotal Load:11520 VA 10800 VA 0 VA4142394037383536333431322930272825262324212219201718151613 RECEPTACLES - YOGA 20 A 1 360 VA 360 VA 1 20 A RECEPTACLES - GYM 1411 EQUIPMENT 20 A 1 0 VA 0 VA 1 20 A EQUIPMENT 129 EQUIPMENT 20 A 1 0 VA 0 VA 1 20 A EQUIPMENT 107 EQUIPMENT 20 A 1 0 VA 0 VA 1 20 A EQUIPMENT 85 EQUIPMENT 20 A 1 0 VA 0 VA 1 20 A EQUIPMENT 63 EQUIPMENT 20 A 1 1800... 1800... 1 20 A EQUIPMENT 41 EQUIPMENT 20 A 1 1800... 1800... 1 20 A EQUIPMENT 2CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKTNotes:Enclosure:1MCB Rating:225 AMounting:SurfaceWires:3Mains Rating:225 ASupply From: Phases:1Mains Type:MLOLocation: Volts:120/208 SingleA.I.C. Rating:10kABranch Panel: P-GYMNotes:Receptacle 16380 VA 80.53% 13190 VAElectric Heat 3500 VA 65.00% 2275 VATotal Est. Demand Current:107 ADwelling Unit - Lighting 512 VA 100.00% 512 VATotal Conn. Current:126 APower 20137 VA 89.93% 18110 VATotal Est. Demand:38551 VAOther 1507 VA 80.00% 1206 VATotal Conn. Load:45295 VALighting 3259 VA 100.00% 3259 VALoad Classification Connected Load Demand Factor Estimated Demand Panel TotalsTotal Amps:82 A 141 A 171 ATotal Load:9817 VA 15938 VA 19541 VA7172697067686566636461 RECEPTACLE LIGHTING CONTROL DEVICE 20 A 1 180 VA6259 LIGHTING CONTROLLER 20 A 1 236 VA 319 VA 1 20 A LIGHTING CONTROLLER 6057 LIGHTING CONTROLLER 20 A 1 335 VA 185 VA 1 20 A LIGHTING CONTROLLER 5855 LIGHTING CONTROLLER 20 A 1 92 VA 93 VA 1 20 A LIGHTING CONTROLLER 5653 LIGHTING CONTROLLER 20 A 1 312 VA 596 VA 1 20 A LIGHTING CONTROLLER 5451 LIGHTING CONTROLLER 20 A 1 846 VA 260 VA 1 20 A LIGHTING CONTROLLER 5249 LIGHTING - BUILDING SIGNAGE 20 A 1 1000... 300 VA 1 20 A POWER - DOOR OPERATOR 5047 LIGHTING - ELEV 1 PIT 20 A 1 15 VA 256 VA 1 20 A LIGHTING - WATER SERV RM, PET RELIEF 4845 LIGHTING - RESTROOM 112/113 20 A 1 64 VA 15 VA 1 20 A LIGHTING - ELEV 2 PIT 4643 LIGHTING - PARKING (NON-EMERG) 20 A 1 841 VA 512 VA 1 20 A LIGHTING - UT CORR, TELECOM 4441 -- -- -- 1750... 1334... 1 20 A SPRINKLER COMPRESSOR 4239 ELECTRIC HEAT - UT CORR, TELECOM 20 A 2 1750... 720 VA 1 20 A RECEPTACLES - UT CORR, TELECOM 4037 RECEPTACLES - EAST STAIR 20 A 1 900 VA 900 VA 1 20 A RECEPTACLES - NORTH STAIR 3835 RECEPTACLE - ELEV 2 PIT 20 A 1 180 VA 900 VA 1 20 A RECEPTACLES - CENTRAL STAIR 3633 ELEV 1 SUMP PUMP 20 A 1 180 VA 180 VA 1 20 A RECEPTACLE - ELEV 1 PIT 3431 RECEPTACLES - EXTERIOR 20 A 1 360 VA 180 VA 1 20 A ELEV 2 SUMP PUMP 3229 FIREPLACE (GFI) 20 A 1 1800... 1080... 1 20 A RECEPTACLE - WIFI RESIDENT LOUNGE 3027 POWER - BOTTLE FILLER 20 A 1 1000... 360 VA 1 20 A RECEPTACLES - WATER SVC, TRASH 2825 RECEPTACLES - RESTRM 112/113 20 A 1 360 VA 720 VA 1 20 A RECEPTACLES - PET SPA/RELIEF 2623 RECEPTACLES - LOBBY 20 A 1 1080... 540 VA1 20 A RECEPTACLES - LEASING OFFICE 2421 RECEPTACLES - PATIO 20 A 1 360 VA 180 VA 120 A RECEPTACLE - RES LNGE KITCH TV 2219 RES LNGE D/W 20 A 1 180 VA 360 VA 1 20 A RECEPTACLES - RES LNGE ISLAND 2017 -- -- -- 4000... 3163... -- -- -- 1815 RES LNGE COOKTP 40 A 2 4000... 3163... 2 40 A RES LNGE STOVE 1613 RECEPTACLES - RES LNGE KITCH 20 A 1360 VA 138 VA 1 20 A RES LNGE KITCH VENT 1411 RECEPTACLES - RES LOUNGE TVS 20 A 1 360 VA 360 VA 1 20 A RECEPTACLES - RES LNGE KITCH 129 RECEPTACLES - RES LOUNGE 20 A 1 540 VA 1080... 1 20 A RECEPTACLES - RES LOUNGE 107 RES LOUNGE FLOOR BOXES 20 A 1 720 VA 540 VA 1 20 A RECEPTACLES - RES LOUNGE 85 RECEPTACLES - PCKG, MAIL RMS 20 A 1 900 VA 360 VA 1 20 A RECEPTACLES - BIKE RM 63 Power 20 A 1 360 VA 360 VA 1 20 A RECEPTACLES - LOBBY COUNTER 41 RECEPTACLES - EXIT CORR 20 A 1 540 VA 540 VA 1 20 A LOBBY FLOOR BOXES 2CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKTNotes:Enclosure:1MCB Rating:400 AMounting:SurfaceWires:4Mains Rating:400 ASupply From: Phases:3Mains Type:MLOLocation: Volts:120/208 WyeA.I.C. Rating:10kABranch Panel: HP-112.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SETNotes:Receptacle 360 VA 100.00% 360 VATotal Est. Demand Current:65 ADwelling Unit - Lighting 34 VA 100.00% 34 VATotal Conn. Current:71 APower 18650 VA 90.72% 16920 VATotal Est. Demand:23534 VAOther 2282 VA 80.00% 1826 VATotal Conn. Load:25721 VALighting 4394 VA 100.00% 4394 VALoad Classification Connected Load Demand Factor Estimated Demand Panel TotalsTotal Amps:74 A 68 A 77 ATotal Load:8791 VA 8132 VA 9198 VA2930272825 Receptacle 20 A 1 180 VA2623 EMERGENCY LIGHTS (1ST FLOOR) 20 A 1 838 VA 180 VA 1 20 A REC. BUTTERFLYMX SYSTEM 2421 FACP 20 A 1 200 VA 200 VA 1 20 A REMOTE ANNUNCIATOR 2219 -- -- -- 5404... 1040... -- -- -- 2017 -- -- -- 5404... 1040... 2 15 A HP-8 (ELEV 1) 1815 ELEVATOR 1 45 A 3 5404... 1600... 1 20 A ELEV 1 CAR LIGHTING 1613 EMERGENCY LIGHTING (4TH FLOOR) 20 A 1 752 VA 702 VA 1 20 A EMERGENCY LIGHTING (5TH FLOOR) 1411 EMERGENCY LIGHTING (2ND FLOOR) 20 A 1 797 VA 780 VA 1 20 A EMERGENCY LIGHTING (3RD FLOOR) 129 EXIT SIGNS (4TH FLOOR) 20 A 1 40 VA 45 VA 1 20 A EXIT SIGNS (5TH FLOOR) 107 EXIT SIGNS (2ND FLOOR) 20 A 1 25 VA 40 VA 1 20 A EXIT SIGNS (3RD FLOOR) 85 LIGHTING - EXIT CORR 125 20 A 1 118 VA 40 VA 1 20 A EXIT SIGNS (1ST FLOOR) 63 LIGHTING - CENTRAL STAIR 20 A 1 382 VA 261 VA1 20 A LIGHTING - PARKING (EMERGENCY) 41 LIGHTING - NORTH STAIR 20 A 1 323 VA 323 VA 1 20 A LIGHTING - EAST STAIR 2CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKTNotes:Enclosure:1MCB Rating:225 AMounting:SurfaceWires:4Mains Rating:225 ASupply From: Phases:3Mains Type:MLOLocation: Volts:120/208 WyeA.I.C. Rating:10kABranch Panel: P-GEN ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTIONPANEL SCHEDULESE502Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECTNotes:Total Est. Demand Current:17 AReceptacle 4680 VA 100.00% 4680 VATotal Conn. Current:17 ADwelling Unit - Lighting 149 VA 100.00% 149 VATotal Est. Demand:6269 VAPower 1440 VA 100.00% 1440 VATotal Conn. Load:6269 VAOther 0 VA 0.00% 0 VALoad Classification Connected Load Demand Factor Estimated Demand Panel TotalsTotal Amps:21 A 15 A 16 ATotal Load:2520 VA 1800 VA 1949 VA414239403738353633343132293027282526232421221920171815 QUAD RECEPTACLE ETHERNET SWITCH 20 A 1 180 VA 180 VA 1 20 A RECEPTACLE WIRELESS ACCESS POINT 1613 QUAD RECEPTACLE ETHERNET SWITCH 20 A 1 180 VA180 VA 1 20 A QUAD RECEPTACLE ETHERNET SWITCH 1411 LIGHTING - 5TH FL ELEC, TRASH, TELECOM 20 A 1 83 VA 1080... 1 20 A Receptacle 129 RECEPTACLES - 5TH FL PATIO 20 A 1 360 VA 360 VA 1 20 A RECEPTACLES - 5TH FL TELECOM 107 QUAD RECEPTACLE ETHERNET SWITCH 20 A 1 180 VA 900 VA 1 20 A RECEPTACLES CORRIDOR 85 LIGHTING - 4TH FL ELEC, TRASH, TELECOM 20 A 1 66 VA 720 VA 1 20 A Receptacle 63 RECEPTACLES - 4TH FL TELECOM 20 A 1 360 VA 360 VA 1 20 A Receptacle 41 RECEPTACLES - 4TH FL EAST 20 A 1 180 VA 900 VA 1 20 A Receptacle 2CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKTNotes:Enclosure:1MCB Rating:225 AMounting:SurfaceWires:4Mains Rating:225 ASupply From: Phases:3Mains Type:MLOLocation: Volts:120/208 WyeA.I.C. Rating:10kABranch Panel: HP-4Notes:Total Est. Demand Current:883 AReceptacle 2160 VA 100.00% 2160 VATotal Conn. Current:1055 APower 72284 VA 82.77% 59827 VATotal Est. Demand:317943 VAOther 248671 VA 80.00% 198937 VATotal Conn. Load:380134 VAHVAC 57019 VA 100.00% 57019 VALoad Classification Connected Load Demand Factor Estimated Demand Panel TotalsTotal Amps:2305 A 463 A 413 ATotal Load:275784 VA 54778 VA 49572 VA65666364616259605758555653545152495047484546434441423940372400... -- -- -- 38352400... -- -- -- 36332400... 3 250 A WH-1 34311040... -- -- -- 3229 -- -- -- 1748... 1040... 2 15 A HP-8 (ELEV 2) 3027 -- -- -- 2099... 900 VA 1 20 A RECEPTACLES - ROOF 2825 P-DHW 400 A 3 1905... 3328... -- -- -- 2623 RECEPTACLES - ROOF 20 A 1 1080... 3328... 2 40 A HP-5 (FITNESS, YOGA) 2421 -- -- -- 3120... 3120... -- -- -- 2219 HP-4 (BIKE RM) 50 A 2 3120... 3120... 2 50 A HP-4 (TRASH RM) 2017 -- -- -- 2642... 0 VA -- -- -- 1815 HP-7 (LOBBY) 40 A 2 2642... 0 VA -- -- -- 1613 EF-2 15 A 1 667 VA 3819... 3 20 A EF-1 1411 -- -- -- 0 VA 0 VA -- -- -- 129 -- -- -- 0 VA 0 VA -- -- -- 107 ERV-4 175 A 3 6092... 5223... 3 150 A ERV-3 85 -- -- -- 0 VA 0 VA -- -- -- 63 -- -- -- 0 VA 0 VA -- -- -- 41 ERV-2 150 A 3 5223... 5223... 3 150 A ERV-1 2CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKTNotes:Enclosure:1MCB Rating:1200 AMounting:SurfaceWires:4Mains Rating:1200 ASupply From: Phases:3Mains Type:MLOLocation: Volts:120/208 WyeA.I.C. Rating:10kABranch Panel: P-ROOFNotes:Total Est. Demand Current:160 AReceptacle 180 VA 100.00% 180 VATotal Conn. Current:160 APower 284 VA 100.00% 284 VATotal Est. Demand:57521 VAOther 48 VA 80.00% 38 VATotal Conn. Load:57531 VAHVAC 57019 VA 100.00% 57019 VALoad Classification Connected Load Demand Factor Estimated Demand Panel TotalsTotal Amps:161 A 177 A 146 ATotal Load:19052 VA 20997 VA 17482 VA717269706768656663646162596057 RECEPTACLE - PENTHOUSE 20 A 1 180 VA5855 MIXING VALVE (MV-1) 20 A 1 48 VA 34 VA 1 20 A ZONE VALVES (Z-1, Z-2) 5653161 VA 1 20 A RECIRCUL PUMP (P-2A) 54511560... -- -- -- 52491560... 2 15 A SANDEN UNIT (HPWH-1) 5047 -- -- -- 1560... 1560... -- -- -- 4845 SANDEN UNIT (HPWH-1) 15 A 2 1560...1560... 2 15 A SANDEN UNIT (HPWH-1) 4643 -- -- -- 1560... 1560... -- -- -- 4441 SANDEN UNIT (HPWH-1) 15 A 2 1560...1560... 2 15 A SANDEN UNIT (HPWH-1) 4239 -- -- -- 1560... 1560... -- -- -- 4037 SANDEN UNIT (HPWH-1) 15 A 2 1560...1560... 2 15 A SANDEN UNIT (HPWH-1) 3835 -- -- -- 1560... 1560... -- -- -- 3633 SANDEN UNIT (HPWH-1) 15 A 2 1560...1560... 2 15 A SANDEN UNIT (HPWH-1) 34311560... -- -- -- 32291560... 2 15 A SANDEN UNIT (HPWH-1) 3027 -- -- -- 1560... 1560... -- -- -- 2825 SANDEN UNIT (HPWH-1) 15 A 2 1560...1560... 2 15 A SANDEN UNIT (HPWH-1) 2623 -- -- -- 1560... 1560... -- -- -- 2421 SANDEN UNIT (HPWH-1) 15 A 2 1560...1560... 2 15 A SANDEN UNIT (HPWH-1) 2219 -- -- -- 1560... 1560... -- -- -- 2017 SANDEN UNIT (HPWH-1) 15 A 2 1560...1560... 2 15 A SANDEN UNIT (HPWH-1) 1815 -- -- -- 1560... 1560... -- -- -- 1613 SANDEN UNIT (HPWH-1) 15 A 2 1560...1560... 2 15 A SANDEN UNIT (HPWH-1) 1411 RECIRCUL PUMP (P-2B) 20 A 1 161 VA129 RECIRCUL PUMP (P-1) 20 A 1 537 VA107856341 SANDEN HEAT TRACE 20 A 1 250 VA2CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKTNotes:Enclosure:1MCB Rating:400 AMounting:SurfaceWires:4Mains Rating:400 ASupply From:P-ROOFPhases:3Mains Type:MLOLocation: Volts:120/208 WyeA.I.C. Rating:10kABranch Panel: P-DHW12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SETNotes:Total Est. Demand Current:22 AReceptacle 6480 VA 100.00% 6480 VATotal Conn. Current:22 ADwelling Unit - Lighting 149 VA 100.00% 149 VATotal Est. Demand:8069 VAPower 1440 VA 100.00% 1440 VATotal Conn. Load:8069 VAOther 0 VA 0.00% 0 VALoad Classification Connected Load Demand Factor Estimated Demand Panel TotalsTotal Amps:33 A 23 A 14 ATotal Load:3780 VA 2603 VA 1686 VA414239403738353633343132293027282526232421221920171815 QUAD RECEPTACLE ETHERNET SWITCH 20 A 1 180 VA1613 QUAD RECEPTACLE ETHERNET SWITCH 20 A 1 180 VA180 VA 1 20 A QUAD RECEPTACLE ETHERNET SWITCH 1411 RECEPTACLE - ROOF 20 A 1 180 VA 180 VA 1 20 A QUAD RECEPTACLE - ETHERNET SWITCH 129 RECEPTACLES - 3RD FL NORTH 20 A 1 1080... 83 VA 120 A LIGHTING - 3RD FL ELEC, TRASH, TELECOM 107 RECEPTACLES - 3RD FL WEST 20 A 1 1080... 360 VA 1 20 A RECEPTACLES - 3RD FL TELECOM 85 LIGHTING - 2ND FL ELEC, TRASH, TELECOM 20 A 166 VA 1260... 1 20 A RECEPTACLES - 3RD FL EAST 63 RECEPTACLES - 2ND FL TELECOM 20 A 1 360 VA 900 VA 1 20 A RECEPTACLES - 2ND FL NORTH 41 RECEPTACLES - 2ND FL EAST 20 A 1 900 VA 1080... 1 20 A RECEPTACLES - 2ND FL WEST 2CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKTNotes:Enclosure:1MCB Rating:225 AMounting:SurfaceWires:4Mains Rating:225 ASupply From: Phases:3Mains Type:MLOLocation: Volts:120/208 WyeA.I.C. Rating:10kABranch Panel: HP-211111 ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTIONPANEL SCHEDULESE503Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECTNotes:Total Est. Demand Current:0 ATotal Conn. Current:0 ATotal Est. Demand:0 VATotal Conn. Load:0 VALoad Classification Connected Load Demand Factor Estimated Demand Panel TotalsTotal Amps:0 A0 A0 ATotal Load:0 VA 0 VA 0 VA414239403738353633343132293027282526232421221920171815161314111291078563412CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKTNotes:Enclosure:1MCB Rating:600 AMounting:SurfaceWires:4Mains Rating:600 ASupply From: Phases:3Mains Type:MLOLocation: Volts:120/208 WyeA.I.C. Rating:10kABranch Panel: CP2Notes:Total Est. Demand Current:0 ATotal Conn. Current:0 ATotal Est. Demand:0 VATotal Conn. Load:0 VALoad Classification Connected Load Demand Factor Estimated Demand Panel TotalsTotal Amps:0 A0 A0 ATotal Load:0 VA 0 VA 0 VA414239403738353633343132293027282526232421221920171815161314111291078563412CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKTNotes:Enclosure:1MCB Rating:600 AMounting:SurfaceWires:4Mains Rating:600 ASupply From: Phases:3Mains Type:MLOLocation: Volts:120/208 WyeA.I.C. Rating:10kABranch Panel: CP312.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SETNotes:Total Est. Demand Current:35 AReceptacle 1440 VA 100.00% 1440 VATotal Conn. Current:66 AElectric Heat 21500 VA 48.72% 10475 VATotal Est. Demand:12587 VADwelling Unit - Lighting 288 VA 100.00% 288 VATotal Conn. Load:23708 VAOther 480 VA 80.00% 384 VALoad Classification Connected Load Demand Factor Estimated Demand Panel TotalsTotal Amps:75 A 71 A 55 ATotal Load:8790 VA 8268 VA 6650 VA414239403738353633343132293027282526232421 LIGHTING 20 A 1 768 VA2219 -- -- -- 750 VA 540 VA 1 20 A EXTERIOR RECEPTACLES 2017 ELECTRIC HEAT 20 A 2 750 VA 900 VA 1 20 A RECEPTACLES 1815 -- -- -- 1250... 1250... -- -- -- 1613 Electric Heat 20 A 2 1250... 1250... 2 20 A ELECTRIC HEAT 1411 -- -- -- 1250... 1250... -- -- -- 129 ELECTRIC HEAT 20 A 2 1250... 1250... 2 20 A ELECTRIC HEAT 107 -- -- -- 1250... 1250... -- -- -- 85 ELECTRIC HEAT 20 A 2 1250... 1250... 2 20 A ELECTRIC HEAT 63 -- -- -- 1250... 1250... -- -- -- 41 ELECTRIC HEAT 20 A 2 1250... 1250... 2 20 A ELECTRIC HEAT 2CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKTNotes:Enclosure:1MCB Rating:600 AMounting:SurfaceWires:4Mains Rating:600 ASupply From: Phases:3Mains Type:MLOLocation: Volts:120/208 WyeA.I.C. Rating:10kABranch Panel: CP1 ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTIONPANEL SCHEDULESE504Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECTTYPICAL FOR APARTMENTS 305, 405, AND 505.Notes:Total Est. Demand...86 AReceptacle 5380 VA 100.00% 5380 VATotal Conn. Current:90 APower 10600 VA 98.87% 10480 VATotal Est. Demand:17,986 VAOther 2658 VA 80.00% 2126 VATotal Conn. Load:18,638 VALighting 0 VA 0.00% 0 VALoad Classification Connected Load Demand Factor Estimated Demand Panel TotalsLegend:Total Amps:86 A 92 ATotal Load:8965 VA 9673 VA29302728252623242122-- -- -- 1165 VA / 0 VA 2017,19 HP-1 (ROOF) 15 A 2 1165 / 018-- -- -- 0 VA / 88 VA 1 15 A LIGHTING (AFCI) 1613,15 FAN COILS 15 A 2 60 / 180 1 15 A RECEPTACLE - TELECOM (AFCI) 1411 RECEPTACLES - LIVING ROOM (AFCI) 15 A 1 540 VA / 4000 VA -- -- --9 RECEPTACLE - MICROWAVE/VENT... 20 A 1 1000 / 4000 2 40 A RECEPTACLE - STOVE 10,127 RECEPTACLES - KITCHEN (AFCI) 20 A 1 540 VA / 540 VA 1 20 A RECEPTACLES - KITCHEN (AFCI) 85 RECEPTACLE - FRIDGE, DINING RM... 20 A 1 360 / 1300 -- -- --3 RECEPTACLE - LAUNDRY (AFCI) 20 A 1 1500 VA / 1300... 2 30 A Power 4,61 RECEPTACLE - BATHROOM 20 A 1 180 / 720 1 15 A RECEPTACLES - BEDROOM (AFCI) 2CKT Circuit Description Trip PolesABPoles Trip Circuit Description CKTNotes:Enclosure:Type 1Mounting:FlushWires:3Mains Rating:125 ASupply From: Phases:1Mains Type:MLOLocation:STUDIO 8Volts:120/208 SingleA.I.C. Rating:10Branch Panel: P205TYPICAL FOR APARTMENTS 306, 406, AND 506.Notes:Total Est. Demand...83 AReceptacle 6280 VA 100.00% 6280 VATotal Conn. Current:84 APower 10600 VA 98.87% 10480 VATotal Est. Demand:17,189 VAOther 536 VA 80.00% 429 VATotal Conn. Load:17,416 VALighting 0 VA 0.00% 0 VALoad Classification Connected Load Demand Factor Estimated Demand Panel TotalsLegend:Total Amps:88 A 78 ATotal Load:9320 VA 8096 VA293027282526232421221920-- -- -- 0 / 01815,17 FAN COILS 15 A 2 180 VA / 176 VA 1 15 A LIGHTING (AFCI) 1613 RECEPTACLE - BATHROOM 20 A 1 180 / 7201 15 A RECEPTACLES - BEDROOM (AFCI) 1411 RECEPTACLES - BEDROOM (AFCI) 15 A 1 720 VA / 180 VA 1 20 A RECEPTACLE - BATHROOM 129 RECEPTACLES - HALL, LIV ROOM... 15 A 1 720 / 180 1 15 A RECEPTACLE - TELECOM (AFCI) 107 RECEPTACLE - MICROWAVE/VENT... 20 A 1 1000 VA / 4000... -- -- --5 RECEPTACLES - KITCHEN (AFCI) 20 A 1 720 / 4000 2 40 A RECEPTACLE - STOVE 6,83 RECEPTACLES - KITCHEN (AFCI) 20 A 1 540 VA / 1300 VA -- -- --1 RECEPTACLE - LAUNDRY (AFCI) 20 A 1 1500 / 1300 2 30 A RECEPTACLE - DRYER 2,4CKT Circuit Description Trip PolesABPoles Trip Circuit Description CKTNotes:Enclosure:Type 1Mounting:FlushWires:3Mains Rating:125 ASupply From: Phases:1Mains Type:MLOLocation:2 BR 9Volts:120/208 SingleA.I.C. Rating:10Branch Panel: P206TYPICAL FOR APARTMENTS 307, 407, AND 507.Notes:Total Est. Demand...94 AReceptacle 6280 VA 100.00% 6280 VATotal Conn. Current:98 APower 10600 VA 98.87% 10480 VATotal Est. Demand:19,551 VAOther 3488 VA 80.00% 2791 VATotal Conn. Load:20,368 VALighting 0 VA 0.00% 0 VALoad Classification Connected Load Demand Factor Estimated Demand Panel TotalsLegend:Total Amps:101 A 94 ATotal Load:10601 VA 9767 VA2930272825262324-- -- -- 1487 / 02219,21 HP-3 (ROOF) 20 A 2 1487 VA / 0 VA 2017 LIGHTING (AFCI) 15 A 1 154 / 0 -- -- --15 RECEPTACLES - BEDROOM (AFCI) 15 A 1720 VA / 180 VA 2 15 A FAN COILS 16,1813 RECEPTACLE - BATHROOM 20 A 1 180 / 7201 15 A RECEPTACLES - BEDROOM (AFCI) 1411 RECEPTACLE - BATHROOM20 A 1 180 VA / 1300 VA -- -- --9 RECEPTACLE - LAUNDRY (AFCI) 20 A 1 1500 / 1300 2 30 A RECEPTACLE - DRYER 10,127 RECEPTACLES - HALL, LIV ROOM... 15 A 1 720 VA / 180 VA 1 15 A RECEPTACLE - TELECOM (AFCI) 8-- -- -- 4000 / 540 1 20 A RECEPTACLES - KITCHEN (AFCI) 63,5 RECEPTACLE - STOVE 40 A 2 4000 VA / 1000... 1 20 A RECEPTACLE - MICROWAVE/VENT... 41 RECEPTACLE - FRIDGE, KITCHEN... 20 A 1 360 / 360 1 20 A RECEPTACLES - KITCHEN (AFCI) 2CKT Circuit Description Trip PolesABPoles Trip Circuit Description CKTNotes:Enclosure:Type 1Mounting:FlushWires:3Mains Rating:125 ASupply From: Phases:1Mains Type:MLOLocation:2 BR 10Volts:120/208 SingleA.I.C. Rating:10Branch Panel: P207TYPICAL FOR APARTMENTS 308, 408, AND 508.Notes:Total Est. Demand...96 AReceptacle 6640 VA 100.00% 6640 VATotal Conn. Current:100 APower 10600 VA 98.87% 10480 VATotal Est. Demand:19,911 VAOther 3488 VA 80.00% 2791 VATotal Conn. Load:20,728 VALighting 0 VA 0.00% 0 VALoad Classification Connected Load Demand Factor Estimated Demand Panel TotalsLegend:Total Amps:103 A 95 ATotal Load:10807 VA 9921 VA29302728252623242122190 VA / 1487 VA -- -- ---- -- -- 0 / 1487 2 20 A HP-3 (ROOF) 18,2015,17 FAN COILS 15 A 2 180 VA / 154 VA 1 15 A LIGHTING (AFCI) 1613 RECEPTACLE - BATHROOM 20 A 1 180 / 1801 15 A RECEPTACLE - TELECOM (AFCI) 1411 RECEPTACLES - BEDROOM (AFCI) 15 A 1 900 VA / 180 VA 1 20 A RECEPTACLE - BATHROOM 129 RECEPTACLES - HALL, LIV ROOM... 15 A 1 720 / 720 1 15 A RECEPTACLES - BEDROOM (AFCI) 107 RECEPTACLES - KITCHEN (AFCI) 20 A 1 720 VA / 1300 VA -- -- --5 RECEPTACLE - LAUNDRY (AFCI) 20 A 1 1500 / 1300 2 30 A RECEPTACLE - DRYER 6,83 RECEPTACLE - MICROWAVE/VENT... 20 A 1 1000 VA / 4000... -- -- --1 RECEPTACLES - KITCHEN (AFCI) 20 A 1 720 / 4000 2 40 A RECEPTACLE - STOVE 2,4CKT Circuit Description Trip PolesABPoles Trip Circuit Description CKTNotes:Enclosure:Type 1Mounting:FlushWires:3Mains Rating:125 ASupply From: Phases:1Mains Type:MLOLocation:2 BR 11Volts:120/208 SingleA.I.C. Rating:10Branch Panel: P208TYPICAL FOR APARTMENTS 309, 409, AND 509.Notes:Total Est. Demand...94 AReceptacle 5560 VA 100.00% 5560 VATotal Conn. Current:98 APower 10600 VA 98.87% 10480 VATotal Est. Demand:19,454 VAOther 4268 VA 80.00% 3414 VATotal Conn. Load:20,428 VALighting 0 VA 0.00% 0 VALoad Classification Connected Load Demand Factor Estimated Demand Panel TotalsLegend:Total Amps:103 A 91 ATotal Load:10933 VA 9494 VA29302728252623242122192017 0 / 1934 -- -- ---- -- -- 0 VA / 1934 VA 2 30 A HP-2 (ROOF) 16,1813,15 FAN COILS 15 A 2 120 / 99 1 15 A LIGHTING (AFCI) 1411 RECEPTACLE - BATHROOM 20 A 1 180 VA / 900 VA 1 15 A RECEPTACLES - BEDROOM (AFCI) 12-- -- -- 1300 / 720 1 15 A RECEPTACLES - LIVING ROOM (AFCI) 107,9 RECEPTACLE - DRYER 30 A 2 1300 VA / 180 VA 1 15 A RECEPTACLE - TELECOM (AFCI) 85 RECEPTACLE - LAUNDRY (AFCI) 20 A 1 1500 / 4000 -- -- --3 RECEPTACLE - MICROWAVE/VENT... 20 A 1 1000 VA / 4000... 2 40 A RECEPTACLE - STOVE 4,61 RECEPTACLES - KITCHEN (AFCI) 20 A 1 540 / 720 1 20 A RECEPTACLES - KITCHEN (AFCI) 2CKT Circuit Description Trip PolesABPoles Trip Circuit Description CKTNotes:Enclosure:Type 1Mounting:FlushWires:3Mains Rating:125 ASupply From: Phases:1Mains Type:MLOLocation:1 BR 12Volts:120/208 SingleA.I.C. Rating:10Branch Panel: P209Typical for apartments 310, 410, and 510.Notes:Total Est. Demand...103 AReceptacle 6280 VA 100.00% 6280 VATotal Conn. Current:110 APower 13000 VA 95.38% 12400 VATotal Est. Demand:21,480 VAOther 3499 VA 80.00% 2800 VATotal Conn. Load:22,779 VALighting 0 VA 0.00% 0 VALoad Classification Connected Load Demand Factor Estimated Demand Panel TotalsLegend:Total Amps:108 A 110 ATotal Load:11272 VA 11507 VA2930272825262324212219 RECEPTACLE - MICROWAVE/VENT... 20 A 1 1000 VA / 0 VA 2017 RECEPTACLE - TELECOM (AFCI) 15 A 1 180 / 165 1 20 A LIGHTING (AFCI) 1815 RECEPTACLES - KITCHEN (AFCI) 20 A 1 360 VA / 900 VA 1 15 A RECEPTACLES - HALL, LIV ROOM... 1613 RECEPTACLES - BEDROOM (AFCI) 15 A 1 720 / 540 1 20 A RECEPTACLES - KITCHEN (AFCI) 1411 RECEPTACLES - BEDROOM (AFCI) 15 A 1 900 VA / 1487 VA -- -- ---- -- -- 0 / 1487 2 20 A HP-3 (ROOF) 10,127,9 FAN COILS 15 A 2 180 VA / 4000 VA -- -- --5 RECEPTACLE - BATHROOM 20 A 1 180 / 4000 2 40 A RECEPTACLE - STOVE 6,83 RECEPTACLE - BATHROOM 20 A 1 180 VA / 2500 VA -- -- --1 RECEPTACLE - LAUNDRY (AFCI) 20 A 1 1500 / 2500 2 30 A RECEPTACLE - DRYER 2,4CKT Circuit Description Trip PolesABPoles Trip Circuit Description CKTNotes:Enclosure:Type 1Mounting:FlushWires:3Mains Rating:125 ASupply From: Phases:1Mains Type:MLOLocation:2 BR 13Volts:120/208 SingleA.I.C. Rating:10Branch Panel: P210TYPICAL FOR APARTMENTS 301, 401, AND 501.Notes:Total Est. Demand...96 AReceptacle 6100 VA 100.00% 6100 VATotal Conn. Current:101 APower 10600 VA 98.87% 10480 VATotal Est. Demand:20,003 VAOther 4279 VA 80.00% 3423 VATotal Conn. Load:20,979 VALighting 0 VA 0.00% 0 VALoad Classification Connected Load Demand Factor Estimated Demand Panel TotalsLegend:Total Amps:104 A 97 ATotal Load:10934 VA 10044 VA29302728252623242122-- -- -- 1934 VA / 0 VA 2017,19 HP-2 (ROOF) 30 A 2 1934 / 01815 LIGHTING (AFCI) 15 A 1 110 VA / 0 VA -- -- ---- -- -- 4000 / 120 2 15 A FAN COILS 14,1611,13 RECEPTACLE - STOVE 40 A 2 4000 VA / 720 VA 1 15 A RECEPTACLES - BEDROOM (AFCI) 129 RECEPTACLES - KITCHEN (AFCI) 20 A 1 720 / 1000 1 20 A RECEPTACLE - MICROWAVE/VENT... 107 RECEPTACLES - HALL, LIV ROOM... 15 A 1 720 VA / 540 VA 1 20 A 8-- -- -- 1300 / 180 1 15 A RECEPTACLE - TELECOM (AFCI) 63,5 RECEPTACLE - DRYER 30 A 2 1300 VA / 720 VA 1 15 A RECEPTACLES - BEDROOM (AFCI) 41 RECEPTACLE - BATHROOM 20 A 1 180 / 15001 20 A RECEPTACLE - LAUNDRY (AFCI) 2CKT Circuit Description Trip PolesABPoles Trip Circuit Description CKTNotes:Enclosure:Type 1Mounting:FlushWires:3Mains Rating:125 ASupply From: Phases:1Mains Type:MLOLocation:2 BR 4Volts:120/208 SingleA.I.C. Rating:10Branch Panel: P201TYPICAL FOR APARTMENTS 302, 322, 324, 402, 424, 425, 502, 523, AND 525.Notes:Total Est. Demand...75 AReceptacle 4840 VA 100.00% 4840 VATotal Conn. Current:76 APower 10600 VA 98.87% 10480 VATotal Est. Demand:15,591 VAOther 339 VA 80.00% 271 VATotal Conn. Load:15,779 VALighting 0 VA 0.00% 0 VALoad Classification Connected Load Demand Factor Estimated Demand Panel TotalsLegend:Total Amps:76 A 76 ATotal Load:7899 VA 7880 VA2930272825262324212219201718-- -- -- 0 VA / 0 VA 1613,15 FAN COILS 15 A 2 60 / 99 1 15 A LIGHTING (AFCI) 1411 RECEPTACLE - FRIDGE, DINING RM... 20 A 1 360 VA / 4000 VA -- -- --9 RECEPTACLE - MICROWAVE/VENT... 20 A 1 1000 / 4000 2 40 A RECEPTACLE - STOVE 10,127 RECEPTACLE - TELECOM (AFCI) 15 A 1 180 VA / 540 VA 1 20 A RECEPTACLES - KITCHEN (AFCI) 85 RECEPTACLES - KITCHEN (AFCI) 20 A 1 540 / 1300 -- -- --3 RECEPTACLE - LAUNDRY (AFCI) 20 A 1 1500 VA / 1300... 2 30 A RECEPTACLE - DRYER 4,61 RECEPTACLE - BATHROOM 20 A 1 180 / 720 1 15 A RECEPTACLES - BEDROOM (AFCI) 2CKT Circuit Description Trip PolesABPoles Trip Circuit Description CKTNotes:Enclosure:Type 1Mounting:FlushWires:3Mains Rating:125 ASupply From: Phases:1Mains Type:MLOLocation:STUDIO 5Volts:120/208 SingleA.I.C. Rating:10Branch Panel: P202TYPICAL FOR APARTMENTS 303, 323, 403, 424, 503, AND 524.Notes:Total Est. Demand...87 AReceptacle 5560 VA 100.00% 5560 VATotal Conn. Current:90 APower 10600 VA 98.87% 10480 VATotal Est. Demand:18,031 VAOther 2489 VA 80.00% 1991 VATotal Conn. Load:18,649 VALighting 0 VA 0.00% 0 VALoad Classification Connected Load Demand Factor Estimated Demand Panel TotalsLegend:Total Amps:87 A 91 ATotal Load:9064 VA 9585 VA29302728252623242122192017 0 / 1165 -- -- ---- -- -- 0 VA / 1165 VA 2 15 A HP-1 (ROOF) 16,1813,15 FAN COILS 15 A 2 60 / 99 1 15 A LIGHTING (AFCI) 1411 RECEPTACLES - LIVING ROOM (AFCI) 15 A 1 540 VA / 4000 VA -- -- --9 RECEPTACLE - MICROWAVE/VENT... 20 A 1 1000 / 4000 2 40 A RECEPTACLE - STOVE 10,127 RECEPTACLES - KITCHEN (AFCI) 20 A 1 540 VA / 540 VA 1 20 A RECEPTACLES - KITCHEN (AFCI) 85 RECEPTACLE - FRIDGE, KITCHEN... 20 A 1 540 / 1300 -- -- --3 RECEPTACLE - LAUNDRY (AFCI) 20 A 1 1500 VA / 1300... 2 30 A RECEPTACLE - DRYER 4,61 RECEPTACLE - BATHROOM 20 A 1 180 / 720 1 15 A RECEPTACLES - BEDROOM/HALL... 2CKT Circuit Description Trip PolesABPoles Trip Circuit Description CKTNotes:Enclosure:Type 1Mounting:FlushWires:3Mains Rating:125 ASupply From: Phases:1Mains Type:MLOLocation:STUDIO 6Volts:120/208 SingleA.I.C. Rating:10Branch Panel: P20312.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTIONPANEL SCHEDULESE505Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECTTYPICAL FOR APARTMENTS 318, 418, AND 518.Notes:Total Est. Demand...93 AReceptacle 5920 VA 100.00% 5920 VATotal Conn. Current:97 APower 10800 VA 98.52% 10640 VATotal Est. Demand:19,351 VAOther 3488 VA 80.00% 2791 VATotal Conn. Load:20,208 VALighting 0 VA 0.00% 0 VALoad Classification Connected Load Demand Factor Estimated Demand Panel TotalsLegend:Total Amps:99 A 94 ATotal Load:10407 VA 9801 VA29302728252623242122-- -- -- 1487 VA / 0 VA 2017,19 HP-3 (ROOF) 20 A 2 1487 / 0 -- -- --15 20 A 1 154 VA / 180 VA 2 15 A FAN COILS 16,1813 RECEPTACLES - BEDROOM (AFCI) 15 A 1 900 / 5401 15 A RECEPTACLES - LIVING ROOM (AFCI) 14-- -- -- 4000 VA / 180 VA 1 15 A RECEPTACLE - TELECOM (AFCI) 129,11 RECEPTACLE - STOVE 40 A 2 4000 / 10001 20 A RECEPTACLE - MICROWAVE/VENT... 107 RECEPTACLES - KITCHEN (AFCI) 20 A 1 540 VA / 360 VA 1 20 A RECEPTACLES - KITCHEN (AFCI) 8-- -- -- 1400 / 720 1 15 A RECEPTACLES - BEDROOM (AFCI) 63,5 RECEPTACLE - DRYER 30 A 2 1400 VA / 1500... 1 20 A RECEPTACLE - LAUNDRY (AFCI) 41 RECEPTACLE - BATHROOM 20 A 1 180 / 180 1 20 A RECEPTACLE - BATHROOM 2CKT Circuit Description Trip PolesABPoles Trip Circuit Description CKTNotes:Enclosure:Type 1Mounting:FlushWires:3Mains Rating:125 ASupply From: Phases:1Mains Type:MLOLocation:2 BR 21Volts:120/208 SingleA.I.C. Rating:10Branch Panel: P218ALSO TYPICAL FOR APARTMENT 320.Notes:Total Est. Demand...103 AReceptacle 8080 VA 100.00% 8080 VATotal Conn. Current:108 APower 10800 VA 98.52% 10640 VATotal Est. Demand:21,520 VAOther 3499 VA 80.00% 2800 VATotal Conn. Load:22,379 VALighting 0 VA 0.00% 0 VALoad Classification Connected Load Demand Factor Estimated Demand Panel TotalsLegend:Total Amps:107 A 108 ATotal Load:11172 VA 11207 VA2930272825 0 / 0 -- -- --230 VA / 180 VA 2 15 A FAN COILS 24,26-- -- -- 1487 / 02219,21 HP-3 (ROOF) 20 A 2 1487 VA / 540 VA 1 15 A RECEPTACLES - LIVING ROOM (AFCI) 2017 20 A 1 165 / 360 1 15 A RECEPTACLES - HALL (AFCI) 1815 RECEPTACLES - LIVING ROOM (AFCI) 15 A 1 540 VA / 4000 VA -- -- --13 RECEPTACLE - MICROWAVE/VENT... 20 A 1 1000 / 4000 2 40 A RECEPTACLE - STOVE 14,1611 RECEPTACLES - KITCHEN (AFCI) 20 A 1 540 VA / 720 VA 1 20 A RECEPTACLES - KITCHEN (AFCI) 129 RECEPTACLES - DINING ROOM... 20 A 1 540 / 360 1 20 A RECEPTACLE - FRIDGE, DINING RM... 107 RECEPTACLES - BEDROOM (AFCI) 15 A 1 720 VA / 900 VA 1 15 A RECEPTACLES - BEDROOM (AFCI) 85 RECEPTACLE - BATHROOM 20 A 1 180 / 180 1 20 A RECEPTACLE - BATHROOM 6-- -- -- 1400 VA / 180 VA 1 15 A RECEPTACLE - TELECOM (AFCI) 41,3 RECEPTACLE - DRYER 30 A 2 1400 / 1500 1 20 A RECEPTACLE - LAUNDRY (AFCI) 2CKT Circuit Description Trip PolesABPoles Trip Circuit Description CKTNotes:Enclosure:Type 1Mounting:FlushWires:3Mains Rating:125 ASupply From: Phases:1Mains Type:MLOLocation:2 BR 139Volts:120/208 SingleA.I.C. Rating:10Branch Panel: P220ALSO TYPICAL FOR APARTMENT 321.Notes:Total Est. Demand...96 AReceptacle 6460 VA 100.00% 6460 VATotal Conn. Current:100 APower 10800 VA 98.52% 10640 VATotal Est. Demand:19,891 VAOther 3488 VA 80.00% 2791 VATotal Conn. Load:20,748 VALighting 0 VA 0.00% 0 VALoad Classification Connected Load Demand Factor Estimated Demand Panel TotalsLegend:Total Amps:90 A 107 ATotal Load:9407 VA 11341 VA29302728252623242122-- -- -- 1487 VA / 0 VA 2017,19 HP-3 (ROOF) 20 A 2 1487 / 0 -- -- --15 LIGHTING (AFCI) 15 A 1 154 VA / 180 VA 2 15 A FAN COILS 16,1813 RECEPTACLE - TELECOM (AFCI) 15 A 1 180 / 1400 -- -- --11 RECEPTACLE - LAUNDRY (AFCI) 20 A 1 1500 VA / 1400... 2 30 A RECEPTACLE - DRYER 12,149 RECEPTACLE - BATHROOM 20 A 1 180 / 180 1 20 A RECEPTACLE - BATHROOM 107 RECEPTACLES - BEDROOM (AFCI) 15 A 1 720 VA / 900 VA 1 15 A RECEPTACLES - BEDROOM (AFCI) 85 RECEPTACLES - HALL, LIV ROOM... 15 A 1 720 / 4000 -- -- --3 RECEPTACLE - MICROWAVE/VENT... 20 A 1 1000 VA / 4000... 2 40 A RECEPTACLE - STOVE 4,61 RECEPTACLES - ISLAND, DIN ROO... 20 A 1 720 / 540 1 20 A RECEPTACLES - KITCHEN (AFCI) 2CKT Circuit Description Trip PolesABPoles Trip Circuit Description CKTNotes:Enclosure:Type 1Mounting:FlushWires:3Mains Rating:125 ASupply From: Phases:1Mains Type:MLOLocation:2 BR 24Volts:120/208 SingleA.I.C. Rating:10Branch Panel: P221ALSO TYPICAL FOR APARTMENT 224.Notes:Total Est. Demand...84 AReceptacle 4660 VA 100.00% 4660 VATotal Conn. Current:87 APower 10800 VA 98.52% 10640 VATotal Est. Demand:17,435 VAOther 2669 VA 80.00% 2135 VATotal Conn. Load:18,129 VALighting 0 VA 0.00% 0 VALoad Classification Connected Load Demand Factor Estimated Demand Panel TotalsLegend:Total Amps:96 A 75 ATotal Load:10325 VA 7804 VA293027282526232421221920-- -- -- 0 / 01815,17 FAN COILS 15 A 2 60 VA / 1165 VA -- -- ---- -- -- 1400 / 1165 2 15 A HP-1 (ROOF) 14,1611,13 RECEPTACLE - DRYER 30 A 2 1400 VA / 180 VA 1 15 A RECEPTACLE - TELECOM (AFCI) 129 RECEPTACLE - FRIDGE, DINING RM... 20 A 1 360 / 1500 1 20 A RECEPTACLE - LAUNDRY (AFCI) 10-- -- -- 4000 VA / 360 VA 1 15 A RECEPTACLES - LIVING ROOM (AFCI) 85,7 RECEPTACLE - STOVE 40 A 2 4000 / 1000 1 20 A RECEPTACLE - MICROWAVE/VENT... 63 RECEPTACLES - KITCHEN (AFCI) 20 A 1540 VA / 99 VA 1 15 A LIGHTING (AFCI) 41 RECEPTACLE - BATHROOM 20 A 1 180 / 720 1 15 A RECEPTACLES - BEDROOM (AFCI) 2CKT Circuit Description Trip PolesABPoles Trip Circuit Description CKTNotes:Enclosure:Type 1Mounting:FlushWires:3Mains Rating:125 ASupply From: Phases:1Mains Type:MLOLocation:STUDIO 25Volts:120/208 SingleA.I.C. Rating:10Branch Panel: P222TYPICAL FOR APARTMENTS 225 AND 325.Notes:Total Est. Demand...84 AReceptacle 4840 VA 100.00% 4840 VATotal Conn. Current:87 APower 10800 VA 98.52% 10640 VATotal Est. Demand:17,471 VAOther 2489 VA 80.00% 1991 VATotal Conn. Load:18,129 VALighting 0 VA 0.00% 0 VALoad Classification Connected Load Demand Factor Estimated Demand Panel TotalsLegend:Total Amps:87 A 87 ATotal Load:9065 VA 9064 VA2930272825262324212219201718-- -- -- 0 VA / 1165 VA -- -- --13,15 FAN COILS 15 A 2 60 / 1165 2 15 A HP-1 (ROOF) 14,1611 RECEPTACLE - LAUNDRY (AFCI) 20 A 11500 VA / 99 VA 1 15 A LIGHTING (AFCI) 12-- -- -- 4000 / 1400 -- -- --7,9 RECEPTACLE - STOVE 40 A 2 4000 VA / 1400... 2 30 A RECEPTACLE - DRYER 8,105 RECEPTACLES - LIVING ROOM (AFCI) 15 A 1 540 / 1000 1 20 A RECEPTACLE - MICROWAVE/VENT... 63 RECEPTACLE - FRIDGE, DINING RM... 20 A 1 360 VA / 540 VA 1 20 A RECEPTACLES - KITCHEN (AFCI) 41 RECEPTACLE - BATHROOM 20 A 1 180 / 720 1 15 A RECEPTACLES - BEDROOM (AFCI) 2CKT Circuit Description Trip PolesABPoles Trip Circuit Description CKTNotes:Enclosure:Type 1Mounting:FlushWires:3Mains Rating:125 ASupply From: Phases:1Mains Type:MLOLocation:STUDIO 26Volts:120/208 SingleA.I.C. Rating:10Branch Panel: P223TYPICAL OF UNITS 311, 411, AND 511.Notes:Total Est. Demand...87 AReceptacle 5380 VA 100.00% 5380 VATotal Conn. Current:91 APower 10800 VA 98.52% 10640 VATotal Est. Demand:18,155 VAOther 2669 VA 80.00% 2135 VATotal Conn. Load:18,849 VALighting 0 VA 0.00% 0 VALoad Classification Connected Load Demand Factor Estimated Demand Panel TotalsLegend:Total Amps:89 A 92 ATotal Load:9244 VA 9605 VA293027282526232421221920-- -- -- 0 / 1165 -- -- --15,17 FAN COILS 15 A 2 60 VA / 1165 VA 2 15 A HP-1 (ROOF) 16,1813 RECEPTACLE - TELECOM (AFCI) 15 A 1 180 / 99 1 15 A LIGHTING (AFCI) 1411 RECEPTACLES - BEDROOM (AFCI) 15 A 1 900 VA / 540 VA 1 15 A RECEPTACLES - LIVING ROOM (AFCI) 129 RECEPTACLES - KITCHEN (AFCI) 20 A 1540 / 180 1 15 A RECEPTACLE - FRIDGE 107 RECEPTACLE - MICROWAVE/VENT... 20 A 1 1000 VA / 540 VA 1 20 A RECEPTACLES - KITCHEN (AFCI) 8-- -- -- 1400 / 4000 -- -- --3,5 RECEPTACLE - DRYER 30 A 2 1400 VA / 4000... 2 40 A RECEPTACLE - STOVE 4,61 RECEPTACLE - BATHROOM 20 A 1 180 / 15001 20 A RECEPTACLE - LAUNDRY (AFCI) 2CKT Circuit Description Trip PolesABPoles Trip Circuit Description CKTNotes:Enclosure:Type 1Mounting:FlushWires:3Mains Rating:125 ASupply From: Phases:1Mains Type:MLOLocation:STUDIO 14Volts:120/208 SingleA.I.C. Rating:10Branch Panel: P211TYPICAL OF APARTMENTS 204, 214, 216, 304, 312, 314, 316, 404, 412, 414, 416, 504, 512, 514, AND 516.Notes:Total Est. Demand...89 AReceptacle 5740 VA 100.00% 5740 VATotal Conn. Current:92 APower 10800 VA 98.52% 10640 VATotal Est. Demand:18,515 VAOther 2669 VA 80.00% 2135 VATotal Conn. Load:19,209 VALighting 0 VA 0.00% 0 VALoad Classification Connected Load Demand Factor Estimated Demand Panel TotalsLegend:Total Amps:103 A 78 ATotal Load:11045 VA 8164 VA29302728252623242122-- -- -- 1165 VA / 0 VA 2017,19 HP-1 (ROOF) 15 A 2 1165 / 01815 RECEPTACLE - FRIDGE 15 A 1 180 VA / 99 VA 1 15 A LIGHTING (AFCI) 16-- -- -- 0 / 720 1 15 A RECEPTACLES - LIVING ROOM (AFCI) 1411,13 FAN COILS 15 A 2 60 VA / 4000 VA -- -- --9 RECEPTACLE - MICROWAVE/VENT... 20 A 1 1000 / 4000 2 40 A RECEPTACLE - STOVE 10,127 RECEPTACLES - KITCHEN (AFCI) 20 A 1 540 VA / 540 VA 1 20 A RECEPTACLES - KITCHEN (AFCI) 85 RECEPTACLE - LAUNDRY (AFCI) 20 A 1 1500 / 1400 -- -- --3 RECEPTACLE - TELECOM (AFCI) 15 A 1 180 VA / 1400 VA 2 30 A RECEPTACLE - DRYER 4,61 RECEPTACLES - BEDROOM (AFCI) 15 A 1 1080 / 180 1 20 A RECEPTACLE - BATHROOM 2CKT Circuit Description Trip PolesABPoles Trip Circuit Description CKTNotes:Enclosure:Type 1Mounting:FlushWires:3Mains Rating:125 ASupply From: Phases:1Mains Type:MLOLocation:STUDIO 15Volts:120/208 SingleA.I.C. Rating:10Branch Panel: P212TYPICAL FOR APARTMENTS 215, 217, 313, 315, 317, 413, 415, 417, 513, 515, AND 517.Notes:Total Est. Demand...88 AReceptacle 5560 VA 100.00% 5560 VATotal Conn. Current:91 APower 10800 VA 98.52% 10640 VATotal Est. Demand:18,335 VAOther 2669 VA 80.00% 2135 VATotal Conn. Load:19,029 VALighting 0 VA 0.00% 0 VALoad Classification Connected Load Demand Factor Estimated Demand Panel TotalsLegend:Total Amps:87 A 95 ATotal Load:9004 VA 10025 VA29302728252623242122190 VA / 1165 VA -- -- --17 RECEPTACLE - TELECOM (AFCI) 15 A 1180 / 1165 2 15 A HP-1 (ROOF) 18,2015 RECEPTACLE - LAUNDRY (AFCI)20 A 1 1500 VA / 1400... -- -- ---- -- -- 0 / 1400 2 30 A RECEPTACLE - DRYER 14,1611,13 FAN COILS 15 A 2 60 VA / 0 VA 12-- -- -- 4000 / 99 1 15 A LIGHTING (AFCI) 107,9 RECEPTACLE - STOVE 40 A 2 4000 VA / 1000... 1 20 A RECEPTACLE - MICROWAVE/VENT... 85 RECEPTACLES - KITCHEN (AFCI) 20 A 1 540 / 540 1 20 A RECEPTACLES - KITCHEN (AFCI) 63 RECEPTACLES - LIVING ROOM (AFCI) 15 A 1 720 VA / 180 VA 1 15 A RECEPTACLE - FRIDGE 41 RECEPTACLE - BATHROOM 20 A 1 180 / 9001 15 A RECEPTACLES - BEDROOM (AFCI) 2CKT Circuit Description Trip PolesABPoles Trip Circuit Description CKTNotes:Enclosure:Type 1Mounting:FlushWires:3Mains Rating:125 ASupply From: Phases:1Mains Type:MLOLocation:STUDIO 16Volts:120/208 SingleA.I.C. Rating:10Branch Panel: P213ALSO TYPICAL FOR APARTMENTS 319.Notes:Total Est. Demand...92 AReceptacle 5020 VA 100.00% 5020 VATotal Conn. Current:97 APower 10800 VA 98.52% 10640 VATotal Est. Demand:19,092 VAOther 4290 VA 80.00% 3432 VATotal Conn. Load:20,110 VALighting 0 VA 0.00% 0 VALoad Classification Connected Load Demand Factor Estimated Demand Panel TotalsLegend:Total Amps:97 A 96 ATotal Load:10155 VA 9954 VA29302728252623242122192017 0 / 1934 -- -- ---- -- -- 4000 VA / 1934... 2 30 A HP-2 (ROOF) 16,1813,15 RECEPTACLE - STOVE 40 A 2 4000 / 121 1 15 A LIGHTING (AFCI) 1411 RECEPTACLES - KITCHEN (AFCI) 20 A 1 360 VA / 1000 VA 1 20 A RECEPTACLE - MICROWAVE/VENT... 129 RECEPTACLES - BEDROOM (AFCI) 15 A 1 540 / 360 1 20 A RECEPTACLES - KITCHEN (AFCI) 107 RECEPTACLE - TELECOM (AFCI) 15 A 1 180 VA / 0 VA -- -- --5 RECEPTACLE - BATHROOM 20 A 1 180 / 120 2 15 A FAN COILS 6,83 RECEPTACLES - HALL (AFCI)15 A 1 1080 VA / 1400... -- -- --1 RECEPTACLE - LAUNDRY (AFCI) 20 A 1 1500 / 1400 2 30 A RECEPTACLE - DRYER 2,4CKT Circuit Description Trip PolesABPoles Trip Circuit Description CKTNotes:Enclosure:Type 1Mounting:FlushWires:3Mains Rating:125 ASupply From: Phases:1Mains Type:MLOLocation:1 BR 22Volts:120/208 SingleA.I.C. Rating:10Branch Panel: P21912.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTIONPANEL SCHEDULESE506Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECTTYPICAL FOR APARTMENTS 329 AND 429.Notes:Total Est. Demand...95 AReceptacle 6460 VA 100.00% 6460 VATotal Conn. Current:99 APower 10600 VA 98.87% 10480 VATotal Est. Demand:19,731 VAOther 3488 VA 80.00% 2791 VATotal Conn. Load:20,548 VALighting 0 VA 0.00% 0 VALoad Classification Connected Load Demand Factor Estimated Demand Panel TotalsLegend:Total Amps:101 A 95 ATotal Load:10627 VA 9921 VA29302728252623242122-- -- -- 1487 VA / 0 VA 2017,19 HP-3 (ROOF) 20 A 2 1487 / 0 -- -- --15 LIGHTING (AFCI) 15 A 1 154 VA / 180 VA 2 15 A FAN COILS 16,1813 RECEPTACLE - BATHROOM 20 A 1 180 / 7201 15 A RECEPTACLES - BEDROOM (AFCI) 1411 RECEPTACLE - BATHROOM 20 A 1 180 VA / 900 VA1 15 A RECEPTACLES - BEDROOM/HALL... 12-- -- -- 1300 / 180 1 15 A RECEPTACLE - TELECOM (AFCI) 107,9 RECEPTACLE - DRYER 30 A 2 1300 VA / 720 VA 115 A RECEPTACLES - LIVING ROOM (AFCI) 85 RECEPTACLE - LAUNDRY (AFCI) 20 A 1 1500 / 4000 -- -- --3 RECEPTACLE - MICROWAVE/VENT... 20 A 1 1000 VA / 4000... 2 40 A RECEPTACLE - STOVE 4,61 RECEPTACLES - KITCHEN (AFCI) 20 A 1 540 / 720 1 20 A RECEPTACLES - KITCHEN (AFCI) 2CKT Circuit Description Trip PolesABPoles Trip Circuit Description CKTNotes:Enclosure:Type 1Mounting:FlushWires:3Mains Rating:125 ASupply From: Phases:1Mains Type:MLOLocation:2 BR 32Volts:120/208 SingleA.I.C. Rating:10Branch Panel: P229TYPICAL FOR APARTMENTS 330 AND 430.Notes:Total Est. Demand...92 AReceptacle 5920 VA 100.00% 5920 VATotal Conn. Current:95 APower 10600 VA 98.87% 10480 VATotal Est. Demand:19,038 VAOther 3297 VA 80.00% 2638 VATotal Conn. Load:19,817 VALighting 0 VA 0.00% 0 VALoad Classification Connected Load Demand Factor Estimated Demand Panel TotalsLegend:Total Amps:103 A 85 ATotal Load:10987 VA 8830 VA29302728252623242122192017 0 / 1487 -- -- --15 LIGHTING (AFCI) 15 A 1 143 VA / 1487 VA 2 20 A HP-3 (ROOF) 16,1813 RECEPTACLE - BATHROOM 20 A 1 180 / 7201 15 A RECEPTACLES - BEDROOM (AFCI) 1411 RECEPTACLES - LIVING ROOM (AFCI) 15 A 1 540 VA / 180 VA 1 15 A RECEPTACLE - TELECOM (AFCI) 12-- -- -- 4000 / 540 1 20 A RECEPTACLES - KITCHEN (AFCI) 107,9 RECEPTACLE - STOVE 40 A 2 4000 VA / 1000... 1 20 A RECEPTACLE - MICROWAVE/VENT... 85 RECEPTACLES - BEDROOM (AFCI) 15 A 1 720 / 540 1 20 A RECEPTACLES - KITCHEN (AFCI) 63 RECEPTACLE - BATHROOM 20 A 1 180 VA / 1300 VA -- -- --1 RECEPTACLE - LAUNDRY (AFCI) 20 A 1 1500 / 1300 2 30 A RECEPTACLE - DRYER 2,4CKT Circuit Description Trip PolesABPoles Trip Circuit Description CKTNotes:Enclosure:Type 1Mounting:FlushWires:3Mains Rating:125 ASupply From: Phases:1Mains Type:MLOLocation:2 BR 33Volts:120/208 SingleA.I.C. Rating:10Branch Panel: P230TYPICAL FOR APARTMENTS 321, 431, AND 531.Notes:Total Est. Demand...92 AReceptacle 5920 VA 100.00% 5920 VATotal Conn. Current:96 APower 10600 VA 98.87% 10480 VATotal Est. Demand:19,147 VAOther 3433 VA 80.00% 2747 VATotal Conn. Load:19,953 VALighting 0 VA 0.00% 0 VALoad Classification Connected Load Demand Factor Estimated Demand Panel TotalsLegend:Total Amps:90 A 100 ATotal Load:9406 VA 10547 VA2930272825262324-- -- -- 1487 / 02219,21 HP-3 (ROOF) 20 A 2 1487 VA / 0 VA 20-- -- -- 0 / 180 1 15 A RECEPTACLE - TELECOM (AFCI) 1815,17 FAN COILS 15 A 2 180 VA / 0 VA 1613 RECEPTACLE - BATHROOM 20 A 1 180 / 99 1 15 A LIGHTING (AFCI) 14-- -- -- 4000 VA / 720 VA 1 15 A RECEPTACLES - BEDROOM (AFCI) 129,11 RECEPTACLE - STOVE 40 A 2 4000 / 720 115 A RECEPTACLES - LIVING ROOM (AFCI) 107 RECEPTACLES - KITCHEN (AFCI) 20 A 1 360 VA / 1000 VA 1 20 A RECEPTACLE - MICROWAVE/VENT... 85 RECEPTACLES - KITCHEN (AFCI) 20 A 1 540 / 1300 -- -- --3 RECEPTACLE - LAUNDRY (AFCI) 20 A 1 1500 VA / 1300... 2 30 A RECEPTACLE - DRYER 4,61 RECEPTACLE - BATHROOM 20 A 1 180 / 7201 15 A RECEPTACLES - BEDROOM (AFCI) 2CKT Circuit Description Trip PolesABPoles Trip Circuit Description CKTNotes:Enclosure:Type 1Mounting:FlushWires:3Mains Rating:125 ASupply From: Phases:1Mains Type:MLOLocation:2 BR 34Volts:120/208 SingleA.I.C. Rating:10Branch Panel: P231TYPICAL FOR APARTMENTS 332, 432, AND 532.Notes:Total Est. Demand...98 AReceptacle 5380 VA 100.00% 5380 VATotal Conn. Current:104 APower 10600 VA 98.87% 10480 VATotal Est. Demand:20,374 VAOther 5643 VA 80.00% 4514 VATotal Conn. Load:21,623 VALighting 0 VA 0.00% 0 VALoad Classification Connected Load Demand Factor Estimated Demand Panel TotalsLegend:Total Amps:103 A 105 ATotal Load:10671 VA 10952 VA2930272825262324-- -- -- 1487 / 02219,21 HP-3 (ROOF) 20 A 2 1487 VA / 0 VA 20-- -- -- 0 / 1165 -- -- --15,17 FAN COILS 15 A 2 60 VA / 1165 VA 2 15 A HP-1 (ROOF) 16,18-- -- -- 1300 / 99 1 15 A LIGHTING (AFCI) 1411,13 RECEPTACLE - DRYER 30 A 2 1300 VA / 1500... 1 20 A RECEPTACLE - LAUNDRY (AFCI) 12-- -- -- 4000 / 180 1 15 A RECEPTACLE - FRIDGE (AFCI) 107,9 RECEPTACLE - STOVE 40 A 2 4000 VA / 720 VA 115 A RECEPTACLES - LIVING ROOM (AFCI) 85 RECEPTACLES - KITCHEN (AFCI) 20 A 1 540 / 1000 1 20 A RECEPTACLE - MICROWAVE/VENT... 63 RECEPTACLE - TELECOM (AFCI) 15 A 1 180 VA / 540 VA 1 20 A RECEPTACLES - KITCHEN (AFCI) 41 RECEPTACLE - BATHROOM 20 A 1 180 / 720 1 15 A RECEPTACLES - BEDROOM (AFCI) 2CKT Circuit Description Trip PolesABPoles Trip Circuit Description CKTNotes:Enclosure:Type 1Mounting:FlushWires:3Mains Rating:125 ASupply From: Phases:1Mains Type:MLOLocation:STUDIO 35Volts:120/208 SingleA.I.C. Rating:10Branch Panel: P232TYPICAL FOR UNITS 333, 433, AND 533.Notes:Total Est. Demand...87 AReceptacle 5380 VA 100.00% 5380 VATotal Conn. Current:90 APower 10600 VA 98.87% 10480 VATotal Est. Demand:17,995 VAOther 2669 VA 80.00% 2135 VATotal Conn. Load:18,649 VALighting 0 VA 0.00% 0 VALoad Classification Connected Load Demand Factor Estimated Demand Panel TotalsLegend:Total Amps:92 A 86 ATotal Load:9684 VA 8965 VA293027282526232421221920-- -- -- 1165 / 4000 -- -- --15,17 HP-1 (ROOF) 15 A 2 1165 VA / 4000... 2 40 A RECEPTACLE - STOVE 16,18-- -- -- 0 / 180 1 15 A RECEPTACLE - TELECOM (AFCI) 1411,13 FAN COILS 15 A 2 60 VA / 1000 VA 1 20 A RECEPTACLE - MICROWAVE/VENT... 129 RECEPTACLES - LIVING ROOM (AFCI)20 A 1 540 / 99 1 15 A LIGHTING (AFCI) 107 RECEPTACLE - FRIDGE, KITCHEN... 20 A 1 360 VA / 1300 VA -- -- --5 RECEPTACLE - LAUNDRY (AFCI) 20 A 1 1500 / 1300 2 30 A RECEPTACLE - DRYER 6,83 RECEPTACLES - KITCHEN (AFCI) 20 A 1 540 VA / 540 VA 1 20 A RECEPTACLES - KITCHEN (AFCI) 41 RECEPTACLES - BEDROOM (AFCI) 15 A 1 720 / 180 1 20 A RECEPTACLE - BATHROOM 2CKT Circuit Description Trip PolesABPoles Trip Circuit Description CKTNotes:Enclosure:Type 1Mounting:FlushWires:3Mains Rating:125 ASupply From: Phases:1Mains Type:MLOLocation:STUDIO 36Volts:120/208 SingleA.I.C. Rating:10Branch Panel: P233TYPICAL FOR APARTMENTS 334, 434, AND 534.Notes:Total Est. Demand...92 AReceptacle 5200 VA 100.00% 5200 VATotal Conn. Current:97 APower 10600 VA 98.87% 10480 VATotal Est. Demand:19,112 VAOther 4290 VA 80.00% 3432 VATotal Conn. Load:20,090 VALighting 0 VA 0.00% 0 VALoad Classification Connected Load Demand Factor Estimated Demand Panel TotalsLegend:Total Amps:103 A 88 ATotal Load:10955 VA 9134 VA29302728252623242122192017 0 / 1934 -- -- ---- -- -- 0 VA / 1934 VA 2 30 A HP-2 (ROOF) 16,1813,15 FAN COILS 15 A 2 120 / 121 1 15 A LIGHTING (AFCI) 1411 RECEPTACLES - BEDROOM (AFCI) 15 A 1 540 VA / 180 VA 1 15 A RECEPTACLE - TELECOM (AFCI) 12-- -- -- 4000 / 540 1 20 A RECEPTACLES - KITCHEN (AFCI) 107,9 RECEPTACLE - STOVE 40 A 2 4000 VA / 1000... 1 20 A RECEPTACLE - MICROWAVE/VENT... 85 RECEPTACLES - HALL, LIV ROOM... 15 A 1 720 / 720 1 20 A RECEPTACLES - KITCHEN (AFCI) 6-- -- -- 1300 VA / 180 VA 1 20 A RECEPTACLE - BATHROOM 41,3 RECEPTACLE - DRYER 30 A 2 1300 / 1500 1 20 A RECEPTACLE - LAUNDRY (AFCI) 2CKT Circuit Description Trip PolesABPoles Trip Circuit Description CKTNotes:Enclosure:Type 1Mounting:FlushWires:3Mains Rating:125 ASupply From: Phases:1Mains Type:MLOLocation:1 BR 37Volts:120/208 SingleA.I.C. Rating:10Branch Panel: P234TYPICAL FOR APARTMENTS 326 AND 426.Notes:Total Est. Demand...79 AReceptacle 5560 VA 100.00% 5560 VATotal Conn. Current:80 APower 10600 VA 98.87% 10480 VATotal Est. Demand:16,368 VAOther 410 VA 80.00% 328 VATotal Conn. Load:16,570 VALighting 0 VA 0.00% 0 VALoad Classification Connected Load Demand Factor Estimated Demand Panel TotalsLegend:Total Amps:76 A 83 ATotal Load:7860 VA 8710 VA2930272825262324212219201718-- -- -- 0 VA / 180 VA 1 15 A RECEPTACLE - TELECOM (AFCI) 1613,15 FAN COILS 15 A 2 120 / 01411 RECEPTACLES - BEDROOM (AFCI) 15 A 1 1080 VA / 110 VA 1 20 A 129 RECEPTACLES - LIVING ROOM (AFCI) 15 A 1 720 / 180 1 20 A RECEPTACLE - BATHROOM 107 RECEPTACLE - LAUNDRY (AFCI) 20 A 1 1500 VA / 1300... -- -- ---- -- -- 4000 / 1300 2 30 A RECEPTACLE - DRYER 6,83,5 RECEPTACLE - STOVE 40 A 2 4000 VA / 540 VA 1 20 A RECEPTACLES - KITCHEN (AFCI) 41 RECEPTACLES - KITCHEN (AFCI) 20 A 1 540 / 1000 1 20 A RECEPTACLES - KITCHEN (AFCI) 2CKT Circuit Description Trip PolesABPoles Trip Circuit Description CKTNotes:Enclosure:Type 1Mounting:FlushWires:3Mains Rating:125 ASupply From: Phases:1Mains Type:MLOLocation:1 BR 29Volts:120/208 SingleA.I.C. Rating:10Branch Panel: P226TYPICAL FOR APARTMENTS 327 AND 427.Notes:Total Est. Demand...91 AReceptacle 5920 VA 100.00% 5920 VATotal Conn. Current:95 APower 10600 VA 98.87% 10480 VATotal Est. Demand:19,020 VAOther 3275 VA 80.00% 2620 VATotal Conn. Load:19,795 VALighting 0 VA 0.00% 0 VALoad Classification Connected Load Demand Factor Estimated Demand Panel TotalsLegend:Total Amps:93 A 97 ATotal Load:9668 VA 10127 VA293027282526232421221920-- -- -- 0 / 1487 -- -- --15,17 FAN COILS 15 A 2 180 VA / 1487 VA 2 20 A HP-3 (ROOF) 16,1813 RECEPTACLES - BEDROOM (AFCI) 20 A 1 180 / 121 1 15 A LIGHTING (AFCI) 1411 RECEPTACLES - BEDROOM (AFCI) 15 A 1 540 VA / 720 VA 1 15 A RECEPTACLES - BEDROOM (AFCI) 129 RECEPTACLE - LAUNDRY (AFCI) 20 A 1 1500 / 1300 -- -- --7 RECEPTACLES - LIVING ROOM (AFCI) 15 A 1 900 VA / 1300 VA 2 30 A RECEPTACLE - DRYER 8,10-- -- -- 4000 / 360 1 20 A RECEPTACLES - KITCHEN (AFCI) 63,5 RECEPTACLE - STOVE 40 A 2 4000 VA / 1000... 1 20 A RECEPTACLE - MICROWAVE/VENT... 41 RECEPTACLE - BATHROOM 20 A 1 180 / 540 120 A RECEPTACLES - KITCHEN (AFCI) 2CKT Circuit Description Trip PolesABPoles Trip Circuit Description CKTNotes:Enclosure:Type 1Mounting:FlushWires:3Mains Rating:125 ASupply From: Phases:1Mains Type:MLOLocation:2 BR 30Volts:120/208 SingleA.I.C. Rating:10Branch Panel: P227TYPICAL FOR APARTMENTS 328 AND 428.Notes:Total Est. Demand...94 AReceptacle 6280 VA 100.00% 6280 VATotal Conn. Current:98 APower 10600 VA 98.87% 10480 VATotal Est. Demand:19,568 VAOther 3510 VA 80.00% 2808 VATotal Conn. Load:20,390 VALighting 0 VA 0.00% 0 VALoad Classification Connected Load Demand Factor Estimated Demand Panel TotalsLegend:Total Amps:104 A 90 ATotal Load:10983 VA 9407 VA2930272825262324-- -- -- 1487 / 02219,21 HP-3 (ROOF) 20 A 2 1487 VA / 0 VA 20-- -- -- 0 / 180 1 15 A RECEPTACLE - TELECOM (AFCI) 1815,17 FAN COILS 15 A 2 180 VA / 0 VA 1613 RECEPTACLE - BATHROOM 20 A 1 180 / 176 1 15 A LIGHTING (AFCI) 14-- -- -- 4000 VA / 720 VA 1 15 A RECEPTACLES - BEDROOM (AFCI) 129,11 RECEPTACLE - STOVE 40 A 2 4000 / 720 1 20 A 107 RECEPTACLES - KITCHEN (AFCI) 20 A 1 540 VA / 1000 VA 1 20 A RECEPTACLE - MICROWAVE/VENT... 85 RECEPTACLES - HALL, LIV ROOM... 15 A 1 720 / 720 1 15 A RECEPTACLES - BEDROOM (AFCI) 63 RECEPTACLE - BATHROOM 20 A 1 180 VA / 1300 VA -- -- --1 Receptacle 20 A 1 1500 / 1300 2 30 A RECEPTACLE - DRYER 2,4CKT Circuit Description Trip PolesABPoles Trip Circuit Description CKTNotes:Enclosure:Type 1Mounting:FlushWires:3Mains Rating:125 ASupply From: Phases:1Mains Type:MLOLocation:2 BR 31Volts:120/208 SingleA.I.C. Rating:10Branch Panel: P22812.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTIONPANEL SCHEDULESE507Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECTNotes:Total Est. Demand...88 AReceptacle 5560 VA 100.00% 5560 VATotal Conn. Current:91 APower 10600 VA 98.87% 10480 VATotal Est. Demand:18,224 VAOther 2730 VA 80.00% 2184 VATotal Conn. Load:18,890 VALighting 0 VA 0.00% 0 VALoad Classification Connected Load Demand Factor Estimated Demand Panel TotalsLegend:Total Amps:89 A 93 ATotal Load:9205 VA 9685 VA29302728252623242122192017 RECEPTACLE BALCONY 20 A 1 180 / 1165 -- -- ---- -- -- 0 VA / 1165 VA 2 15 A HP-1 (ROOF) 16,1813,15 FAN COILS 15 A 2 120 / 100 1 15 A LIGHTING (AFCI) 14-- -- -- 1300 VA / 180 VA 1 15 A RECEPTACLE - TELECOM (AFCI) 129,11 RECEPTACLE - DRYER 30 A 2 1300 / 7201 15 A RECEPTACLES - BEDROOM (AFCI) 10-- -- -- 4000 VA / 1500... 1 20 A RECEPTACLE - LAUNDRY (AFCI) 85,7 RECEPTACLE - STOVE 40 A 2 4000 / 180 1 20 A RECEPTACLE - BATHROOM 63 RECEPTACLES - KITCHEN (AFCI) 20 A 1 540 VA / 1000 VA 1 20 A RECEPTACLE - MICROWAVE/VENT... 41 RECEPTACLES - LIVING ROOM (AFCI) 15 A 1 900 / 540 1 20 A RECEPTACLES - KITCHEN (AFCI) 2CKT Circuit Description Trip PolesABPoles Trip Circuit Description CKTNotes:Enclosure:Type 1Mounting:FlushWires:3Mains Rating:125 ASupply From: Phases:1Mains Type:MLOLocation:1 BR 128Volts:120/208 SingleA.I.C. Rating:10Branch Panel: P530ALSO TYPICAL FOR APARTMENT 522.Notes:Total Est. Demand...96 AReceptacle 6100 VA 100.00% 6100 VATotal Conn. Current:101 APower 10600 VA 98.87% 10480 VATotal Est. Demand:20,021 VAOther 4302 VA 80.00% 3441 VATotal Conn. Load:21,002 VALighting 0 VA 0.00% 0 VALoad Classification Connected Load Demand Factor Estimated Demand Panel TotalsLegend:Total Amps:100 A 101 ATotal Load:10427 VA 10574 VA29302728252623242122190 VA / 1934 VA -- -- --17 LIGHTING (AFCI) 15 A 1 133 / 1934 2 30 A HP-2 (ROOF) 18,2015 RECEPTACLE - PATIO 15 A 1 180 VA / 0 VA -- -- --13 RECEPTACLE - TELECOM (AFCI) 15 A 1 180 / 120 2 15 A FAN COILS 14,1611 RECEPTACLE - MICROWAVE/VENT... 20 A 1 1000 VA / 4000... -- -- --9 RECEPTACLE - BATHROOM 20 A 1 180 / 4000 2 40 A RECEPTACLE - STOVE 10,127 RECEPTACLES - BEDROOM (AFCI) 15 A 1 720 VA / 1300 VA -- -- --5 RECEPTACLE - LAUNDRY (AFCI) 20 A 1 1500 / 1300 2 30 A RECEPTACLE - DRYER 6,83 RECEPTACLES - KITCHEN (AFCI) 20 A 1 360 VA / 1080 VA 1 15 A RECEPTACLES - HALL, LIV ROOM... 41 RECEPTACLES - KITCHEN (AFCI) 20 A 1 540 / 540 1 20 A RECEPTACLES - KITCHEN (AFCI) 2CKT Circuit Description Trip PolesABPoles Trip Circuit Description CKTNotes:Enclosure:Type 1Mounting:FlushWires:3Mains Rating:125 ASupply From: Phases:1Mains Type:MLOLocation:1 BR 91Volts:120/208 SingleA.I.C. Rating:10Branch Panel: P422Notes:Total Est. Demand...83 AReceptacle 6460 VA 100.00% 6460 VATotal Conn. Current:84 APower 10600 VA 98.87% 10480 VATotal Est. Demand:17,226 VAOther 357 VA 80.00% 286 VATotal Conn. Load:17,417 VALighting 0 VA 0.00% 0 VALoad Classification Connected Load Demand Factor Estimated Demand Panel TotalsLegend:Total...81 A 86 A 86 ATotal Load:8457 VA 8960 VA 8960 VA293027282526232421221920-- -- -- 0 VA / 0 VA 1 15 A LIGHTING (AFCI) 1815,17 FAN COILS 15 A 2 180 VA / 4000... -- -- --13 RECEPTACLE - MICROWAVE/VEN... 20 A 1 1000 / 4000 2 40 A RECEPTACLE - STOVE 14,1611 RECEPTACLE - PATIO 15 A 1 0 VA / 0 VA1 20 A RECEPTACLES - KITCHEN (AFCI) 129 RECEPTACLES - BEDROOM (AFCI) 15 A 1 0 VA / 0 VA 1 15 A RECEPTACLES - HALL, LIV ROOM... 107 RECEPTACLE - BATHROOM 20 A 1 0 / 0 1 15 A RECEPTACLES - BEDROOM (AFCI) 8-- -- -- 0 VA / 0 VA 1 20 A RECEPTACLE - BATHROOM 63,5 RECEPTACLE - DRYER 30 A 2 1300 VA / 150... 1 20 A RECEPTACLE - LAUNDRY (AFCI) 41 RECEPTACLES - KITCHEN (AFCI) 20 A 1 360 / 360 1 20 A RECEPTACLES - KITCHEN (AFCI) 2CKT Circuit Description Trip PolesABCPoles Trip Circuit Description CKTNotes:Enclosure:Type 1Mounting:FlushWires:3Mains Rating:125 ASupply From: Phases:1Mains Type:MLOLocation:2 BR 127Volts:120/208 SingleA.I.C. Rating:10Branch Panel: P527ALSO TYPICAL FOR APARTMENT 520.Notes:Total Est. Demand...98 AReceptacle 7180 VA 100.00% 7180 VATotal Conn. Current:102 APower 10600 VA 98.87% 10480 VATotal Est. Demand:20,469 VAOther 3511 VA 80.00% 2809 VATotal Conn. Load:21,291 VALighting 0 VA 0.00% 0 VALoad Classification Connected Load Demand Factor Estimated Demand Panel TotalsLegend:Total Amps:103 A 101 ATotal Load:10744 VA 10547 VA293027282526232421 0 / 1487 -- -- ---- -- -- 0 VA / 1487 VA 2 20 A HP-3 (ROOF) 20,2217,19 FAN COILS 15 A 2 180 / 177 1 15 A LIGHTING (AFCI) 1815 RECEPTACLE - PATIO 15 A 1 180 VA / 180 VA 1 15 A RECEPTACLE - TELECOM (AFCI) 1613 RECEPTACLES - BEDROOM (AFCI) 15 A 1 1080 / 180 1 20 A RECEPTACLE - BATHROOM 1411 RECEPTACLE - LAUNDRY (AFCI)20 A 1 1500 VA / 1300... -- -- --9 RECEPTACLES - HALL, LIV ROOM... 15 A 1 720 / 1300 2 30 A RECEPTACLE - DRYER 10,127 RECEPTACLE - MICROWAVE/VENT... 20 A 1 1000 VA / 4000... -- -- --5 RECEPTACLES - KITCHEN (AFCI) 20 A 1 540 / 4000 2 40 A RECEPTACLE - STOVE 6,83 RECEPTACLES - KITCHEN (AFCI) 20 A 1 540 VA / 360 VA 1 20 A RECEPTACLES - KITCHEN (AFCI) 41 RECEPTACLE - BATHROOM 20 A 1 180 / 900 115 A RECEPTACLES - BEDROOM (AFCI) 2CKT Circuit Description Trip PolesABPoles Trip Circuit Description CKTNotes:Enclosure:Type 1Mounting:FlushWires:3Mains Rating:125 ASupply From: Phases:1Mains Type:MLOLocation:2 BR 90Volts:120/208 SingleA.I.C. Rating:10Branch Panel: P42012.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET DRRRRDEEPendent Sprinkler W/Guard Check ValveDouble Check ValveOS&Y Gate ValveUpright Sprinkler W/Guard100Node NumberSidewall Sprinkler Concealed Pendent SprinklerUpright Sprinkler Dry Sidewall SprinklerConcealed Sidewall SprinklerLEGENDConnect to ExistingResidential Sidewall Sprinkler Residential Concealed Sidewall SprinklerResidential Pendent SprinklerResidential Concealed Pendent SprinklerDry Pendent SprinklerPendent SprinklerExtended Coverage Sidewall Sprinkler Extended Coverage Concealed Sidewall SprinklerBall Valve or Curb ValveButterfly ValveExisting (Half Tone)Extended Coverage Concealed Pendent SprinklerEGENERAL1. 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 1a. Parking 126b. Storage 123B, 124B, 130c. Telecom 118d. Trash room 116e. Water service room 105f. Commercial Tenant 1195. 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 demand12. 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.CEILINGS1. 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. PIPING1. 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 CONSTRUCTION1. 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 flooringERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATEDESCRIPTION1/4" = 1'-0"NOTES, SCHEDULES &LEGENDFP001Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECTFIRE PROTECTION NOTESThe 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 elevationC. 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 sprinklersThe 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 sprinklerSprinkler 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 REQUIREMENTSTEST DATE: 11/03/2016HYDRANT FLOWED: G-92 CORN AND STATEFIELD FLOW: 1300 GPMCALCULATED FLOW @ 20 PSI: 1409 GPMHYDRANT GAUGED: G-92 CORNER OF CORN AND STATESTATIC: 92 PSIRESIDUAL: 30 PSICONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AN UPDATED HYDRANT FLOW TEST TO CONFIRM FLOWS AND PRESSURES. HYDRANT FLOW DATA12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET11 FDCPROVIDE CHASE WITH ACCESS PANELCOMBINED SPRINKLER/ STANDPIPE. PROVIDE DRAIN TO PARKING GARAGE.STANDPIPE8' - 6 3/8"8' - 5 1/2"8' - 4 1/16"7' - 11 15/16"8' - 6 13/16"TYPICAL BRANCH LINES IN PARKING GARAGE2" SPKD2" SPKD4" SPKD4" SPKD2" SPKD2" SPKD4" SPKDFP101 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 AREAS9' - 2 1/16"PROVIDE BALL DRIP6" SPKW6" SPKW4" SPKW4" SPKW4" SPKDSTANDPIPEPROVIDE DRY SPRINKLER VALVE COMPRESSOR ON WALL BELOW SPRINKLER PIPING.ELECTRICROOM122COMMERCIALTENANTSPACE119UTILITYCORRIDOR117TELECOMROOM118NORTHSTAIRSTORAGE124BEAST STAIR123STORAGE123BEXITCORRIDOR125STORAGE130BELOW LANDINGBELOW LANDINGBELOW LANDINGBELOW LANDINGBELOW LANDING8' - 8"8' - 8"DRY SPRINKLER BELOW CEILING/1FP401/1FP401/1FP404/1FP404/1FP403/1FP403/1FP402/1FP402/1FP405/1FP405PARKING126PROVIDE 0.25 GPM/SF OVER DIESEL GENERATOR PER NFPA 13 22.27.1.17CONTRACTOR TO VERIFY WITH ITHACA FIRE DEPARTMENT IF SPRINKLERS SHOULD BE OMITTED IN ELECTRIC ROOM 122 PER NFPA 13 8.15.11.2EE11ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION3/32" = 1'-0"1ST FLOOR CEILINGPLANFP101Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT3/32" = 1'-0"11ST FLOOR SPRINKELR CEILING PLAN12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET UNIT C1201UNIT A1202UNIT A2203UNIT A3204UNIT A4205UNIT D1206UNIT D2207UNIT D3208UNIT B1209UNIT D4210UNIT A5211UNIT A6212UNIT A7213UNIT A6214UNIT A7215UNIT A6216UNIT A8217UNIT D5218UNIT B2219UNIT D7221UNIT A9222UNIT A10223UNIT A9224UNIT B3226UNIT D8227UNIT D9228UNIT D10229UNIT D11230UNIT D12231UNIT A11232UNIT A12233UNIT C2234TELECOM236UNIT D6220EAST STAIRTRASHROOM235ELEVATORLOBBY238SOUTHCORRIDOR240COMBINED SPRINKLER/ STANDPIPESTANDPIPE2 1/2" SPKW6" SPKW6" SPKW6" SPKW2" SPKW2 1/2" SPKWSTANDPIPENORTHCORRIDOR239ELEC/DATA237CENTRALSTAIRELEV 2ELEV 12FP201TYP. APARTMENT LAYOUT8' - 5"PROVIDE DRY SIDE WALL SPRINKLER FOR BALCONY ABOVE. TYPICAL FOR ALL INSTANCES8' - 11 1/2"8' - 4 1/2"8' - 0"UNIT A10225NORTHSTAIRTYP. APARTMENT LAYOUT8' - 4 1/2"8' - 4 1/2"TYP. APARTMENT LAYOUT8' - 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 DUCTWORKOFFSET ABOVE DUCTWORK INTO JOIST SPACEOFFSET DOWN BELOW DUCTWORK BRANCHESOFFSET ABOVE DUCTWORK BRANCHESSPRINKLER RUN PARALLEL WITH TRUSSES1111ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION3/32" = 1'-0"2ND FLOOR CEILINGPLANFP102Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT3/32" = 1'-0"12ND FLOOR SPRINKELR CEILING PLAN12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET UNIT C1301UNIT A1302UNIT A2303UNIT A3304UNIT A4305UNIT D1306UNIT D2307UNIT D3308UNIT B1309UNIT D4310UNIT A5311UNIT A6312UNIT A7313UNIT A6314UNIT A7315UNIT A6316UNIT A8317UNIT D5318UNIT B2319UNIT D7321UNIT A13322UNIT A14323UNIT A14325UNIT B3326UNIT D8327UNIT D9328UNIT D10329UNIT D11330UNIT D12331UNIT A11332UNIT A12333UNIT C2334TELECOM336UNIT D6320EAST STAIRCENTRALSTAIRNORTHSTAIRTRASHROOM335ELEVATORLOBBY338SOUTHCORRIDOR340??NORTHCORRIDOR338COMBINED SPRINKLER/ STANDPIPE2 1/2" SPKW2 1/2" SPKW2" SPKWSTANDPIPESTANDPIPEPROVIDE RECESSED SPRINKLER HEAD IN TRASH CHUTE ON 1ST, 3RD AND 5TH FLOORSELEC/DATA337ELEV 2ELEV 12FP201UNIT A13324OFFSET ABOVE DUCTWORK BRANCHESSPRINKLER RUN PARALLEL WITH TRUSSESERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION3/32" = 1'-0"3RD FLOOR CEILINGPLANFP103Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT3/32" = 1'-0"1THIRD FLOOR SPRINKLER CEILING PLAN12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET UNIT C1401UNIT A1402UNIT A2403UNIT A3404UNIT A4405UNIT D1406UNIT D2407UNIT D3408UNIT B1409UNIT D4410UNIT A5411UNIT A6412UNIT A7413UNIT A6414UNIT A7415UNIT A6416UNIT A8417UNIT D5418UNIT D13420UNIT B4422UNIT A15423UNIT A13424UNIT A14425UNIT B3426UNIT D8427UNIT D9428UNIT D10429UNIT D11430UNIT D12431UNIT A11432UNIT A12433UNIT C2434TELECOM436EAST STAIRCENTRALSTAIRNORTHSTAIRTRASHROOM435ELEVATORLOBBY438NORTHCORRIDOR439SOUTHCORRIDOR440COMBINED SPRINKLER/ STANDPIPESTANDPIPESTANDPIPE2 1/2" SPKW2 1/2" SPKW2" SPKWELEV 2ELEV 1ELEC/DATA4372FP201OFFSET ABOVE DUCTWORK BRANCHESSPRINKLER RUN PARALLEL WITH TRUSSESERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION3/32" = 1'-0"4TH FLOOR CEILINGPLANFP104Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT3/32" = 1'-0"1FOURTH FLOOR SPRINKLER CEILING PLAN12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET UNIT C1501UNIT A1502UNIT A2503UNIT A3504UNIT A4505UNIT D1506UNIT D2507UNIT D3508UNIT B1509UNIT D4510UNIT A5511UNIT A6512UNIT A7513UNIT A6514UNIT A7515UNIT A6516UNIT A8517UNIT D5518UNIT D13520UNIT B4522UNIT A15523UNIT A13524UNIT A14525UNIT D14527UNIT B5530UNIT D12531UNIT A11532UNIT A12533UNIT C2534TELECOM536TRASHROOM535ELEVATORLOBBY538NORTHCORRIDOR539SOUTHCORRIDOR540COMBINED SPRINKLER/ STANDPIPESTANDPIPESTANDPIPE2 1/2" SPKW2 1/2" SPKW2" SPKW2 1/2" SPKW2FP201ELEV 2ELEV 1CENTRALSTAIRNORTHSTAIRELEC/DATA537EAST STAIROFFSET ABOVE DUCTWORK BRANCHESSPRINKLER RUN PARALLEL WITH TRUSSESPROVIDE RECESSED SPRINKLER HEAD IN TRASH CHUTE ON 1ST, 3RD AND 5TH FLOORSELEV 2ELEV 12FP201DHWR101CENTRALSTAIRERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION3/32" = 1'-0"5TH FLOOR ANDPENTHOUSE CEILINGPLANFP105Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT3/32" = 1'-0"1FIFTH FLOOR SPRINKLER CEILING PLAN3/32" = 1'-0"2ROOF SPRINKLER CEILING PLAN12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET 6" SPKW4" SPKD4" SPKW6" SPKW4" SPKWTO FDC6" SPKWTO FIRST FLOOR SPRINKLERTO DRY SYSTEM TO COMBINED SPRINKLER/ STANDPIPETO EAST STAIR STANDPIPETO NORTH STAIR STANDPIPETO DOMESTIC SERVICERPZ OVERFLOWRPZ-1DCVA-1DCVA-2WATER METER4" CW3" CW1 1/2" CW4" CW4" CW6" CW6" CW6" SPKWTO FIRST FLOOR AMENITY SPACES8"1/8" / 1'-0"4" CW3" CWDRY VALVE2ND FLOOR12' -0"3RD FLOOR22' -0"4TH FLOOR32' -0"5TH FLOOR42' -0"ROOF52' -0"2ND FLOOR406.543RD FLOOR22' -0"4TH FLOOR32' -0"5TH FLOOR42' -0"ROOF52' -0"ELEV SHAFT ROOF55' -11"EXIST. FINISHED FLOOR395.952ND FLOOR406.54'3RD FLOOR416.54'4TH FLOOR426.54'5TH FLOOR436.54'ROOF446.54'2ND FLOOR406.54'3RD FLOOR416.54'4TH FLOOR426.54'5TH FLOOR436.54'ROOF446.54'ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"DETAILSFP201Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1SPRINKLER COMBINED SERVICE12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET1/4" = 1'-0"2CENTRAL STAIR DETAIL1 4" SPKWFDCCOMBINED SPRINKLER/STANDPIPENORTH STAIR STANDPIPEEAST STAIR STANDPIPE6" SPKW6" SPKW4" SPKD2" SPKD4" SPKD4" SPKD4" SPKW4" SPKW2 1/2" SPKW2 1/2" SPKW2 1/2" SPKW2ND FLR CONTROL VALVEEAST STAIR STANDPIPENORTH STAIR STANDPIPE4" SPKWTO COMMERCIAL TENANT SPACEFROM DCVA-2OFFSET AROUND BEAMOFFSET AROUND BEAMOFFSET AROUND BEAMOFFSET AROUND BEAMOFFSET AROUND BEAMOFFSET AROUND BEAMRISER DRAIN, DISCHARGE TO PARKING4" SPKWCOMBINED SPRINKLER/STANDPIPENORTH STAIR STANDPIPEEAST STAIR STANDPIPE2 1/2" SPKW2 1/2" SPKW2 1/2" SPKW2 1/2" SPKW2 1/2" SPKW2 1/2" SPKW2 1/2" SPKW2 1/2" SPKW2 1/2" SPKW2 HOSE VALVES FOR TESTINGROOF HOSE VALVEFLOORS 3-5 CONTROL VALVESROOF HOSE VALVE2 1/2" SPKWOFFSET AROUND DUCT WORKSHUT OFFSHUTOFFERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTIONISOMETRICSFP301Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1SPRINKLER ISOMETRIC - 1ST AND 2ND FLR12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET2SPRINKLER ISOMETRIC - FLOORS 3-5 AND ROOF1 COMBINED SPRINKLER/ STANDPIPE/1FP402/1FP405/1FP405/1FP404/1FP4039' - 0"9' - 0"10' - 0"9' - 0"ELECTRICROOM122TRASHROOM116EXITCORRIDOR114ELEVATORLOBBY1068' - 2 1/8"8' - 0 1/2"8' - 0"8' - 1 1/16"CENTRALSTAIRELEV 1ELEV 22FP201BELOW LANDINGELEVATOR PIT4" SPKD6" SPKW6" SPKW4" SPKWTO DRY SYSTEMUP TO SECOND FLOOR TO EAST AND NORTH STAIR STANDPIPENORTHSTAIRSTORAGE124B8' - 8"10' - 5 1/2"8' - 8"/1FP404/1FP402/1FP402ERV-6ERV-8/1FP403ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"1ST FLOOR COREENLARGED PLANFP401Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"11ST FLOOR SPRINKlLER CEILING PLAN - CORE12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 /1FP403/1FP401/1FP4038' - 1 1/16"EXITCORRIDOR125EAST STAIR123STORAGE1308' - 9"8' - 6 15/16"8' - 1 1/8"UTILITYCORRIDOR117TELECOMROOM1188' - 8"8' - 8"8' - 8"BELOW LANDINGBELOW LANDINGSTORAGE123B/1FP401ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"1ST FLOOR EASTENLARGED PLANFP402Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"11ST FLOOR SPRINKlLER CEILING PLAN - EAST12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET1 FDC9' - 0"9' - 0"10' - 0"10' - 0"LEASINGOFFICE104COMMERCIALTENANTSPACE1192FP201VESTIBULE1006" SPKW6" SPKW4" SPKW4" SPKWCENTER ON PIER, ALIGN WITH RPZ OUTLET DRAIN/1FP404/1FP402/1FP401WATERSERVICEROOM105LOBBY101/1FP404FC-7FC-9/1FP4014" SPKW6" SPKW6" SPKW4" SPKW4" SPKD1ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"1ST FLOOR SOUTHENLARGED PLANFP403Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"11ST FLOOR SPRINKlLER CEILING PLAN - SOUTH12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET FDCFITNESSCENTER108YOGASTUDIO109PET SPA110RESTROOM112RESTROOM113BICYCLEROOM115PET RELIEFAREA111RESIDENTLOUNGE107PACKAGEROOM102MAIL ROOM103LOBBY1019' - 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"TRASHROOM116EXITCORRIDOR114ELEVATORLOBBY1068' - 0"CENTRALSTAIRELEV 1ELEV 2LEASINGOFFICE1042FP201BELOW LANDINGELEVATOR PITLOCATED SPRINKLER DEFLECTOR 1" BELOW 2"X6" CEILING FEATUREVESTIBULE1004" SPKD/1FP402WATERSERVICEROOM105LOBBY101FC-7FC-9FC-6FC-5ERV-5ERV-7ERV-6ERV-8/1FP401/1FP401/1FP403/1FP4034" SPKW6" SPKW6" SPKW4" SPKW4" SPKDERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"1ST FLOOR WESTENLARGED PLANFP404Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"11ST FLOOR SPRINKlLER CEILING PLAN - WESTPROVIDE RECESSED SPRINKLER HEAD IN TRASH CHUTE12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET11 /1FP4018' - 2 1/8"8' - 6 3/8"8' - 5 1/2"NORTHSTAIRSTORAGE124B10' - 5 1/2"8' - 8"8' - 8"/1FP401ERIC COLBERT & ASSOCIATESDRAWING TITLESCALE:THESE DRAWINGS ARE INSTRUMENTS OF SERVICE PREPARED BY THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT THERETO.SHEET NO.COPYRIGHT: 2019 ERIC COLBERT & ASSOCIATES ©STAMP717 5TH STREET NW WASHINGTON, DC 20001JOB NO.DATE DESCRIPTION1/4" = 1'-0"1ST FLOOR NORTHENLARGED PLANFP405Taitem Engineering, PC110 S. Albany StreetIthaca, NY 14850T.G. MILLER, P.C.605 West State Street, Suite AIthaca, NY 14850Trowbridge Wolf Michaels Landscape ArchitectsLLP1001 West Seneca Street, Suite 201Ithaca, NY 14850ARNOT ITHACA 2,LLC230 Colonial DriveHorseheads, New York 14845430-444 WestState / MLK StreetITHACA, NEW YORKECA # 725MEP & STRUCTURALCIVILLANDSCAPE ARCHITECT1/4" = 1'-0"11ST FLOOR SPRINKlLER CEILING PLAN - NORTH12.23.2020 PERMIT SET1 03.11.2021 100% CONSTRUCTION DOCUMENT SET1