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Newfield Gravel Corp.Alie AtticBen Weitsman&SonSteel Service CenterPROJECT SITEBen Weitsman of IthacaTaber St.Cherry St.GROSS BUILDING AREARENTABLE SPACEFIRST FLOOR7,748 s.f. 7,748 s.f.SECOND FLOOR22,983 s.f.18,092 s.f.THIRD FLOOR22,983 s.f.18,092 s.f.FOURTH FLOOR22,983 s.f.18,092 s.f.FIFTH FLOOR22,983 s.f.18,092 s.f.TOTAL:99,680 s.f. 72,368 s.f.DRAWING INDEXGENERAL PROJECT NOTESUNIT MATRIXPROJECT TEAM1. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL COMPLY WITH ALL APPLICABLE CODES, CODE AMENDMENTS, STANDARDS, ORDINANCES, RULES AND REGULATIONS INCLUDING, BUT NOT LIMITED TO THE FOLLOWING: LOCAL ZONING ORDINANCES, LOCAL BUILDING CODES, ANSI A117.1, OSHA AND REGULATIONS OF THE NEW YORK STATE LABOR DEPARTMENT, THE FEDERAL FAIR HOUSING ACT, ARIZONA FAIR HOUSING ACT, THE HUD FAIR HOUSING REGULATIONS, THE FAIR HOUSING ACT DESIGN MANUAL, THE UNIFORM FEDERAL ACCESSIBILITY STANDARDS, AND THE AMERICANS WITH DISABILITIES ACT, INCLUDING THE 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN (WHERE APPLICABLE). 2. THE CONTRACTOR SHALL PAY FOR AND SECURE ALL REQUIRED PERMITS, EXCLUDING BUILDING PERMIT. 3. THE CONTRACTOR SHALL REVIEW ALL DRAWINGS AND NOTIFY ARCHITECT OF ANY INACCURACIES OR DISCREPANCIES PRIOR TO COMMENCEMENT OF WORK. 4. THE CONTRACTOR SHALL EXAMINE THE SITE AND INCLUDE IN HIS WORK THE EFFECT OF ALL EXISTING CONDITIONS ON THE WORK. 5. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, PERFORM ALL WORK AND INSTALL ALL MATERIALS IN ACCORDANCE WITH RECOGNIZED GOOD STANDARD PRACTICE. MATERIALS AND EQUIPMENT SHALL BE INSTALLED ACCORDING TO THE MANUFACTURER'S WRITTEN SPECIFICATIONS AND/OR INSTRUCTIONS. WORK SHALL BE PERFORMED ACCORDING TO THE BEST PRACTICES OF THE TRADE, AND IN A PROFESSIONAL MANNER BY MECHANICS SKILLED IN THEIR RESPECTIVE TRADE. 6. THE CONTRACTOR IS NOT RESPONSIBLE TO ASCERTAIN THAT THE CONTRACT DOCUMENTS ARE IN ACCORDANCE WITH APPLICABLE LAWS, STATUTES, ORDINANCES, CODES, AND RULES AND REGULATIONS. HOWEVER IF THE CONTRACTOR OBSERVES THAT PORTIONS OF THE CONTRACT DOCUMENTS ARE AT VARIANCE THEREWITH, THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ARCHITECT IN WRITING OF THE PORTIONS OF WORK AT VARIANCE WITH THE CODE. 7. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD AND REPORT ALL DISCREPANCIES TO THE ARCHITECT FOR RESOLUTION PRIOR TO COMMENCEMENT OF WORK. 8. THE ARCHITECT SHALL HAVE THE RIGHT AT ALL TIMES TO EXAMINE THE WORK AND DETERMINE CONFORMANCE WITH THE REQUIREMENTS AND INTENT OF THE CONTRACT DOCUMENTS, AS INTERPRETED BY THE ARCHITECT. THE ARCHITECT WILL NOT HAVE CONTROL OVER NOR CHARGE OF, NOR BE RESPONSIBLE FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES, OR FOR THE SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. THE ARCHITECT WILL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO PERFORM THE WORK IN ACCORDANCE WITH THE CONTRACT. 9. THE CONTRACTOR SHALL MAINTAIN THE SITE IN A SAFE, CLEAN, AND ORDERLY FASHION ON A DAILY BASIS FOR THE DURATION OF THE CONSTRUCTION PERIOD. THE CONTRACTOR SHALL DISPOSE OF ALL CONSTRUCTION DEBRIS AT A LEGAL OFF-SITE WASTE FACILITY. 10. THE CONTRACTOR IS RESPONSIBLE FOR SECURING AND PROTECTING ALL MATERIALS DELIVERED TO THE SITE FROM WEATHER AND THEFT. 11. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK, USING THE CONTRACTOR'S BEST SKILL AND ATTENTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR AND HAVE CONTROL OVER MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTION OF PORTIONS OF WORK ALREADY PERFORMED TO DETERMINE THAT SUCH PORTIONS ARE IN PROPER CONDITION TO RECEIVE SUBSEQUENT WORK. 12. ITEMS SUCH AS PATCHING, BLOCKING, TRIM, ETC., SHALL BE PERFORMED AS REQUIRED TO MAKE THE WORK COMPLETE WHETHER SHOWN OR NOTED ON THE DOCUMENTS OR NOT. 13. ITEMS TO BE PROVIDED BY THE ARCHITECT, WORK TO BE PERFORMED BY OTHERS, AND MISCELLANEOUS SPECIAL REQUIREMENTS HAVE BEEN NOTED AS SUCH ON THE DRAWINGS. THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES TO THE ARCHITECT FOR RESOLUTION PRIOR TO COMMENCEMENT OF WORK. 14. THE WORD "PROVIDE" SHALL INCLUDE BOTH SUPPLYING AND INSTALLING THE SPECIFIED OR DETAILED ITEM, IN PLACE AND READY FOR OPERATION OR USE. 15. THE CONTRACTOR SHALL PROVIDE TEMPORARY AND REMOVABLE PROTECTION FOR INSTALLED PRODUCTS. THE CONTRACTOR SHALL CONTROL ACTIVITY IN IMMEDIATE WORK AREA TO MINIMIZE DAMAGE. 16. PRODUCT AND SYSTEM SPECIFICATIONS ARE AS INDICATED ON THE DRAWINGS, OR EQUAL, AS ACCEPTED BY THE ARCHITECT. THE CONTRACTOR SHALL PROVIDE ALL PRODUCTS FROM THE PREFERRED MANUFACTURERS AS LISTED IN THE SPECIFICATION AND/OR ON THE DRAWINGS, IN SO FAR AS ALL CRITERIA OF THE PRODUCT OR SYSTEM SPECIFIED ARE MET. 17. WHERE NO SPECIFIC PRODUCT IS SPECIFIED, THE CONTRACTOR SHALL PROVIDE PRODUCTS FROM THE PREFERRED MANUFACTURERS LISTED IN THE SPECIFICATIONS THAT MEET INDUSTRY STANDARDS AND ARE COMPATIBLE WITH ALL ADJACENT AND ASSOCIATED CONSTRUCTION. WHERE THERE IS AN AESTHETIC IMPACT, THE CONTRACTOR SHALL SUBMIT THE PROPOSED PRODUCT TO THE ARCHITECT FOR REVIEW/APPROVAL. 18. THE CONTRACTOR SHALL PERFORM FINAL CLEANING AT THE END OF CONSTRUCTION, CLEAN INTERIOR SURFACES, EQUIPMENT, AND FIXTURES. TESTING AND COMMISSIONING OF SYSTEMS SHALL BE DONE ACCORDING TO THE SPECIFICATIONS.CONSTRUCTION DOCUMENT -SUPPLEMENTAL INSTRUCTIONS 01 -1-20-20BUILDING CODE INFORMATIONNEIGHBORHOOD VICINITY MAPZONING INFORMATIONCHERRY STREET DISTRICT MULTI-FAMILY RESIDENTIAL PERMITTED USE: APARTMENT HOUSESLOT AREA REQUIREMENTS:NonePARKING REQUIREMENTS:Provided Parking: 34 spacesBicycle Parking Provided: 56 spotsSETBACK REQUIREMENTS:SIDE YARD = 10' MINIMUMFRONT YARD = NO MINIMUMREAR YARD = 25' MINIMUM FROM TOP OF BANKBUILDING HEIGHT REQUIREMENTS:63' maximum 130 CHERRY STREET, ITHACA, TOMPKINS COUNTY, NEW YORKSUSTAINABILITY SUMM.Energy StarThis development will pursue an Energy Star HERS Index between 51 and 74. Certification through Energy Star Certified Homes Program will be evaluated using the Energy Star Performance Path:1. Use a RESNET-accredited Home Energy Rating software program to determine the ENERGY STAR HERS Index Target.2. Using the same RESNET-accredited Home Energy Rating software program, configure the preferred set of energy measures for the rated home and verify that the resulting HERS Index meets or exceeds the ENERGY STAR HERS Index Target, as determined in Step 1.3. Construct the home using measures selected in Step 2 and the Mandatory Requirements for All Certified Homes.4. Using a Rater, verify that all requirements have been met in accordance with the Mandatory Requirements for All Certified Homes and with RESNET's On Site Inspection Procedures for Minimum Rate Features.AFFABOVE FINISHED FLOOR ACTACOUSTIC CEILING TILE AHUAIR HANDLING UNIT APPROX APPROXIMATELY BCNYS BLDG CODE OF NY STATE B/BOTTOM OF CPTCARPET CIPCAST IN PLACE CLNG CEILING CLRCLEAR CFTCERAMIC FLOOR TILE CONC CONCRETE CONT CONTINUOUS CJCONTROL JOINT CWTCERAMIC WALL TILE DIADIAMETER ELEV ELEVATION EJEXPANSION JOINT EQEQUAL FTFEET FRPFIBERGLASS REINFORCED PLASTIC FLFLOOR FDFLOOR DRAIN FDNFOUNDATION GCGENERAL CONTRACTOR GWBGYPSUM WALL BOARD HC (H/C) HANDICAPED ACCESSIBLE HCWHOLLOW CORE WOOD HVAC HEATING VENTILATION/AIR CONDITIONING HMHOLLOW METAL HORHORIZONTAL LAVLAVATORY MFTR MANUFACTURER MOMASONRY OPENING MAXMAXIMUMMDFMEDIUM DENSITY FIBERBOARDMDOMEDIUM DENSITY OVERLAY MINMINIMUM NA (N/A) NOT APPLICABLE NICNOT IN CONTRACT NTSNOT TO SCALE OCON CENTER OPPOPPOSITE OSBORIENTED STRAND BOARD PFTPORCELAIN FLOOR TILE PTPAINT PLAM PLASTIC LAMINATE PWTPORCELAIN WALL TILE RCPREFLECTED CEILING PLAN REQD REQUIRED ROROUGH OPENING RTUROOF TOP UNIT SIMSIMILAR SCWSOLID CORE WOOD SCHED SCHEDULE SFSQUARE FEET SPEC SPECIFICATION SQSQUARE SSSTAINLESS STEEL STLSTEEL STNSTAIN T>OUNGUE AND GROOVE T/OTOP OF TYPTYPICAL UNOUNLESS NOTED OTHERWISE VWBVINYL WALL BASE VERT VERTICAL VIFVERIFY IN FIELD VPFVINYL PLANK FLOORING VSFVINYL SHEET FLOORING WDWOODCOMMON ABBREVIATIONSFAIR HOUSING ACT GUIDELINES1. Accessible Building Entrance on an Accessible Route:All covered multifamily dwellings must have at least one building entrance on an accessible route unless it is impractical to do so because of the terrain or unusual characteristics of the site.2. Accessible and Usable Public and Common Use Areas:Public and common use areas must be readily accessible to and usable by people with disabilities.3. Usable Doors:All doors that allow passage into and within all premises must be wide enough to allow passage by persons using wheelchairs.4. Accessible Route into and Through the Dwelling Unit:There must be an accessible route into and through each dwelling unit.5. Light Swiches, Electrical Outlets, Thermostats, and Other Environmental Controls Must be in Accessible Locations:Dwelling units must contain light switches, electrical outlets, thermostats, and other environmental controls in accessible locations.6. Reinforced Walls for Grab Bars:Dwelling unit bathrooms must contain reinforcement in bathroom walls to allow for the future installation of grab bars around toilets and bathtubs / showers.7. Usable Kitchens and Bathrooms:Dwelling unit kitchens and bathrooms must be designed and constructed so an individual using a wheelchair is able to mauever in the space provided.International Energy Conservation Code (IECC), 2015Residential Energy Efficiency requirements (Table 402.1.1):Wall Insulation-Wood FramedR-20 + R-3.8 C.I.Roof Insulation-Insulation above DeckR-30 C.I.Floor-Mass floor above gradeR-12.5 C.I.Floor-Steel joist above grade (alternate)R-38 C.I.Floor-Slab on Grade, UnheatedR-15 insulation for 24" below gradeOpaque Doors, SwingingAssembly maximum U-0.37Fixed FenestrationAssembly maximum U-0.36Operable FenestrationAssembly maximum U-0.43Glass Entrance DoorsAssembly maximum U-0.77NYSERDAThis project is participating in the NYSERDA Multifamily New Construction Program and Energy Star Multifamily High Rise Program Version 1.0. The project, and all subcontractors, must adhere to the requirements of these two Programs including, but not limited to the following:• The dwelling units shall be tested and verified as having an air leakage 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 representative 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.• The apartment heating and cooling ductwork shall be tested and verified as having an air leakage rate of ≤8 CFM25 per 100 ft2 of conditioned floor area.• Air barrier must be continuous around the entire building. Air barrier must be detailed at all penetrations and transitions including, but not limited to, structural components, connections between dissimilar materials, and window rough openings. Flashing materials and sealants must be used at window openings, through‐wall duct penetrations, the transition between the wall and roof barrier, and the transition between the wall and foundation barrier. • All batt insulation installed as part of the building’s thermal envelope (exterior floors, walls, and roof) must be installed such that it achieves RESNET‐defined Grade I installation or, alternatively, Grade II for walls with continuous insulation ≥R-5.Ithaca ArthausThe Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:SITE / CIVIL ENGINEERFAGAN ENGINEERS & LAND SURVEYORS, P.C.113 EAST CHEMUNG PLACEELMIRA, NEW YORK 14904CONTACT: 607.734.2165DATE:DOS ID#5001632STRUCTURAL ENGINEERTAITEM ENGINEERING, P.C.110 SOUTH ALBANY STREETITHACA, NEW YORK 14850CONTACT: 607.277.1118MEP ENGINEERTAITEM ENGINEERING, P.C.110 SOUTH ALBANY STREETITHACA, NEW YORK 14850CONTACT: 607.277.1118LANDSCAPE ARCHITECTWHITHAM PLANNING &DESIGN, LLC142 EAST STATE STREET, SUITE BITHACA, NEW YORK 14850CONTACT: 607.272.1290GENERAL CONTRACTORVECINO CONSTRUCTION305 WEST COMMERCIAL STREETSPRINGFIELD, MISSOURI 65803CONTACT: 417.720.1577Bruce Kayvon Adib-YazdiLicense No. 0386283/19/2020 2:41:37 PMBIM 360://80.01.18260 - Ithaca Arthaus NY/191004 - Ithaca - Arthaus_R19.rvtCOVER SHEETG00118260LAHIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK3/12/2020ARCHITECTBW ARCHITECTURE AND ENGINEERING305 W. COMMERCIAL ST.SPRINGFIELD, MO 65803CONTACT: BRUCE ADIB-YAZDI(417) 720-1577CIVIL ENGINEERINGFAGAN ENGINEERS & LAND SURVEYORS, PC113 E. CHEMUNG PL.ELMIRA, NY 14904CONTACT: TOM DOBRYDNEY(607) 734-2165LANDSCAPE ARCHITECTWHITHAM PLANNING & DESIGN, LLC142 E. STATE STREET, SUITE BITHACA, NY 14850CONTACT: SCOTT WHITHAM(607) 272-1290GENERAL CONTRACTORVECINO CONSTRUCTION LLC24 4TH STREETTROY, NY 12180CONTACT: MIKE WILLEMSEN(518) 514-8119STRUCTURAL ENGINEERINGTAITEM ENGINEERING, PC110 S. ALBANY STITHACA, NY 14850CONTACT: YOSSI BRONSNICK(607) 277-1118MEP ENGINEERINGTAITEM ENGINEERING, PC110 S. ALBANY STITHACA, NY 14850CONTACT: YOSSI BRONSNICK(607) 277-1118OWNER'S CONSTRUCTION REPRESENTATIVEVECINO GROUP305 W. COMMERCIAL ST.SPRINGFIELD, MO 65803(417) 720-1577BUILDING MATRIX - 3 UNIT TYPESROOM TYPE1STFLOOR2NDFLOOR3RDFLOOR4THFLOOR5THFLOORTOTAL PERCENTAGE1 BED UNIT0 14 14 14 14 56 45.2%2 BED UNIT0 5 5 5 5 20 16.1%STUDIO UNIT0 12 12 12 12 48 38.7%GRAND TOTAL0 31 31 31 31 124 100.0%ARCHITECTURAL SHEETSA701 CASEWORK AND BATHROOM ELEVATIONSA702 CASEWORK AND BATHROOM ELEVATIONSA703 FINISH SCHEDULEA704 FURNITURE PLANARCHITECTURAL SHEETSA100 WALL TYPESA101 FIRST FLOOR PLANA102 SECOND FLOOR PLANA103 THIRD FLOOR PLANA104 FOURTH FLOOR PLANA105 FIFTH FLOOR PLANA106 FIRST FLOOR REFLECTED CEILING PLANA107 TOWER FLOOR REFLECTED CEILING PLANA108 ROOF PLANA201 BUILDING ELEVATIONSA202 BUILDING ELEVATIONSA203 BUILDING ELEVATIONSA204 BUILDING ELEVATIONSA205 BUILDING ELEVATIONSA301 BUILDING SECTIONSA302 STAIR PLANS AND SECTIONSA303 STAIR/ELEVATOR SECTIONS/PLANSA401 ENLARGED PUBLIC PLANSA402 ENLARGED PUBLIC PLANSA403 STUDIO UNIT PLANSA404 1 BEDROOM UNIT PLANSA405 2 BEDROOM UNIT PLANSA406 UNIT PLANSA501 WALL SECTIONS AND DETAILSA502 WALL SECTIONS AND DETAILSA503 WALL SECTIONS AND DETAILSA504 WALL SECTIONS AND DETAILSA505 WALL SECTIONS AND DETAILSA506 WALL SECTIONS AND DETAILSA507 ROOFING DETAILSA601 DOOR AND WINDOW SCHEDULEA602 HEAD JAMB SILL DETAILSGENERAL SHEETSG001 COVER SHEETG002 FAIR HOUSING GUIDELINESG003 FAIR HOUSING GUIDELINESG004 EGRESS PLANSSTRUCTURAL SHEETSS001 NOTES AND LEGENDS002 SCHEDULE OF SPECIAL INSPECTIONS101 FOUNDATION PLANS101.1 FIRST FLOOR SLAB PLANS102 SECOND FLOOR PLANS102.1 SECOND FLOOR PLANK LOADING PLANS103 THIRD FLOOR FRAMING PLANS104 FOURTH FLOOR FRAMING PLANS105 FIFTH FLOOR FRAMING PLANS106 ROOF FRAMING PLANS107 SHEAR WALL KEY PLANS201 FOUNDATION SECTIONS AND DETAILSS202 ELEVATOR AND STAIR CORE DETAILSS203 FRAMING SECTIONS AND DETAILSS204 SHEAR WALL DETAILSS205 SIMPSON ATS SYSTEM DETAILSUNIT TYPE MATRIXUNIT TYPESROOM NUMBERSTUDIO UNIT203, 208, 211, 219, 222, 223, 224, 229, 231, 232, 233, 303, 308, 311, 319, 322, 323, 324, 329, 331, 332, 333, 403, 408,411, 419, 422, 423, 424, 429, 431, 432, 433, 503, 508, 511, 519, 522, 522, 523, 524, 529, 530, 531, 532, 5331 BEDROOM UNIT202, 204, 205, 206, 210, 212, 214, 216, 225, 226, 227, 228, 234,302, 304, 305, 306, 310, 312, 314, 316, 325, 326, 327,328, 334, 402, 404, 405, 406, 410, 412, 414, 416, 425, 426, 427, 428, 434, 502, 504, 505, 506, 510, 512, 514, 516, 525,526, 527, 528, 5342 BEDROOM UNIT201, 207, 218, 220, 301, 307, 318, 320, 401, 407, 418, 420, 421, 501, 507, 518, 520STUDIO UNIT - TYPE A ADAPTABLE 230, 3301 BEDROOM UNIT - TYPE A ADAPTABLE 235, 335, 4352 BEDROOM UNIT - TYPE A ADAPTABLE 221, 521STUDIO UNIT - HEARING / VISUALLYIMPAIRED UNIT4301 BEDROOM UNIT - HEARING / VISUALLYIMPAIRED UNIT5352 BEDROOM UNIT - HEARING / VISUALLYIMPAIRED UNIT321CIVIL SHEETSC1 AREA MAPC2 EXISTING CONDITIONSC3 DEMOLITION PLANC4 SITE PLANC5 GRADING PLANC5A GRADING PLAN (ZOOMED IN)C6 UTILITY PLANC7 CIVIL DETAILSC8 CIVIL DETAILSC9 CIVIL DETAILSC10 E&S PLANC11 E&S DETAILSMECHANICAL SHEETSM001 NOTES & LEGENDM101 FIRST FLOOR PLANM102 SECOND FLOOR PLANM103 THIRD FLOOR PLANM104 FOURTH FLOOR PLANM105 FIFTH FLOOR PLANM106 ROOF PLANM301 HEAT PUMP DETAILS AND STUDIO UNITSM302 1 BEDROOM UNIT PLANS TYPICALM303 2 BEDROOM UNIT PLANS TYPICALPLUMBING SHEETSP001 DETAILS, SCHEDULE, & LEGENDP100 UNDERSLAB DWVP101 FIRST FLOOR DWVP102 SECOND FLOOR DWVP103 THIRD AND FOURTH FLOOR DWVP104 FIFTH FLOOR DWVP105 ROOF PLANP201 FIRST FLOOR DOMESTICP202 SECOND FLOOR DOMESTICP203 THIRD AND FOURTH FLOOR DOMESTICP204 FIFTH FLOOR DOMESTICP301 UNDERSLAB AND FIRST FLOOR DWVP302 DWV RISERS 1-6 ISOMETRICSP303 DWV RISERS 7-16 ISOMETRICSP304 DWV RISERS 17-20 ISOMETRICSP305 DOMESTIC WATER ISOMETRICELECTRICAL SHEETSE001 LEGEND, SCHEDULE, RISER DIAGRAME101 FIRST FLOOR POWER & DATAE102 SECOND FLOOR POWER & DATAE103 THIRD FLOOR POWER & DATAE104 FOURTH FLOOR POWER & DATAE105 FIFTH FLOOR POWER & DATAE106 ROOF POWER & DATAE201 FIRST FLOOR LIGHTING & FAE202 SECOND FLOOR LIGHTING & FAE203 THIRD FLOOR LIGHTING & FAE204 FOURTH FLOOR LIGHTING & FAE205 FIFTH FLOOR LIGHTING & FAE301 STUDIO UNITS - POWER & DATAE302 1 BEDROOM UNITS - POWER & DATAE303 2 BEDROOM UNITS - POWER & DATAE401 STUDIO UNITS - LIGHTING & FAE402 1 BEDROOM UNITS - LIGHTING & FAE403 2 BEDROOM UNITS - LIGHTING & FAE601 PANEL SCHEDULESE602 PANEL SCHEDULESE603 PANEL SCHEDULESFIRE PROTECTION SHEETSFP001 NOTES, SCHEDULES, & LEGENDFP101 FIRST FLOOR PLANFP102 SECOND FLOOR PLANFP103 THIRD FLOOR PLANFP104 FOURTH FLOOR PLANFP105 FIFTH FLOOR PLANFP201 DETAILSFP501 SCHEMATICSLANDSCAPE SHEETSL-1.0 SITE PLANL-2.0 LANDSCAPE PLANL-3.0 DETAILSL-3.1 DETAILSApplicable Codes and Ordinances Adopted by The State of New York:Building Code 2015 of New York StateFire Code 2015 of New York StateNew York State Energy Conservation Construction Code (NYSECCC)Plumbing Code 2015 of New York StateMechanical Code 2015 of New York State2014 National Electrical CodeProperty Maintenance Code 2015 of New York StateCurrent NFPA Life Safety Code Ordinances of the City of Ithaca, New York. The project will also comply with:2017 - ICC A117.1 Accessible and Usable Buildings and Facilities2010 ADA StandardsNote: An automatic sprinkler system shall be installed throughout this building in accordance with NFPA 13 design & installation standards. Use and Occupancy Classification Group “R-2”: Apartment HousesGeneral Building Height and AreasConstruction Type = IA & VA Group R-2:Allowable Building Height = 70'-0" [VA]Cherry Street District = 63'-0" [top of Structure excluding parapets and equipment]Allowable Building Area = 36,000 sq. ft. per Story [VA]Actual Building Heights= 55'-0" (Top of ridge)63'-7" (Top of parapet)Actual Building Areas= First Floor: 7,748 sq. ft. Second Floor: 22,983 sq. ft.Total Building Area: 99,680 sq. ft.Fire-Resistance Rating Requirements for Building Elements(Table 601)Type IA Construction - Primary structural frame- 0 hourInterior nonbearing walls / partitions - 0 hourExterior nonbearing walls / partitions - [Table 602]Floor construction / ass. sec. members - 2 hourType VA Construction - Primary structural frame- 1 hourInterior nonbearing walls / partitions - 1 hourExterior nonbearing walls / partitions - [Table 602]Floor construction / ass. sec. members - 1 hourRoof construction- 1 hourFire-Resistance Rating Requirements for Exterior Walls Based on Fire Separation Distance [Table 602]Distances 10'-0" - 30'-0" = 1 hour for Type IA Construction Distances 10'-0" - 30'-0" = 1 hour for Type VA Construction Distances greater than 30'-0" = 0 hour for Type IA Construction Distances greater than 30'-0" = 0 hour for Type VA Construction Walls and floor assemblies separating dwelling units in the same building and horizontal assemblies separating sleeping units in the same building shall be a minimum of 1 hourfire-resistance-rated construction (Sections 420.2 and 708.3). Draftstopping (Sections 718.3.2 and 718.4.2) Draftstopping is required in Groups R-2 and B within buildings equipped throughout with an NFPA 13 automatic sprinkler system per Section 903.3.1.1 Interior Wall and Ceiling Finish Requirements (Table 803.11) Buildings protected by an automatic sprinkler system:Interior Exit Stairways & Passageways = Class C (Group R-2) = Class C (Group B)Corridors and Exit Access Stairways = Class C (Group R-2) = Class C (Group B) Rooms and Enclosed Spaces = Class C (Group R-2) = Class C (Group B) Fire Protection SystemsAn automatic sprinklersystem installed in accordance with Section 903.3 shall be provided throughout all buildings with a Group R fire area. Means of Egress Common Path of Egress Travel (Table 1006.2.1) Residential “R-2” (with sprinkler system) = 125 feet Exit Access Travel Distance (Table 1017.2) Residential “R-2” (with sprinkler system) = 250 feetREV. DESCRIPTION DATE1 ADDENDUM 1 7/3/20195 ADDENDUM 5 11/11/20196 SUPPLEMENTALINSTRUCTIONS 12/4/20207 SUPPLEMENTALINSTRUCTIONS 23/20/2020703/20/2020RFI 13 The Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:SITE / CIVIL ENGINEERFAGAN ENGINEERS & LAND SURVEYORS, P.C.113 EAST CHEMUNG PLACEELMIRA, NEW YORK 14904CONTACT: 607.734.2165DATE:DOS ID#5001632STRUCTURAL ENGINEERTAITEM ENGINEERING, P.C.110 SOUTH ALBANY STREETITHACA, NEW YORK 14850CONTACT: 607.277.1118MEP ENGINEERTAITEM ENGINEERING, P.C.110 SOUTH ALBANY STREETITHACA, NEW YORK 14850CONTACT: 607.277.1118LANDSCAPE ARCHITECTWHITHAM PLANNING &DESIGN, LLC142 EAST STATE STREET, SUITE BITHACA, NEW YORK 14850CONTACT: 607.272.1290GENERAL CONTRACTORVECINO CONSTRUCTION305 WEST COMMERCIAL STREETSPRINGFIELD, MISSOURI 65803CONTACT: 417.720.1577Bruce Kayvon Adib-YazdiLicense No. 0386286/10/2019 9:17:45 AMBIM 360://Arthaus Ithaca NY/190306 - Ithaca - Arthaus_R19.rvtFAIR HOUSINGGUIDELINESG00218260LAHIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK04/29/2019REV. DESCRIPTION DATE The Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:SITE / CIVIL ENGINEERFAGAN ENGINEERS & LAND SURVEYORS, P.C.113 EAST CHEMUNG PLACEELMIRA, NEW YORK 14904CONTACT: 607.734.2165DATE:DOS ID#5001632STRUCTURAL ENGINEERTAITEM ENGINEERING, P.C.110 SOUTH ALBANY STREETITHACA, NEW YORK 14850CONTACT: 607.277.1118MEP ENGINEERTAITEM ENGINEERING, P.C.110 SOUTH ALBANY STREETITHACA, NEW YORK 14850CONTACT: 607.277.1118LANDSCAPE ARCHITECTWHITHAM PLANNING &DESIGN, LLC142 EAST STATE STREET, SUITE BITHACA, NEW YORK 14850CONTACT: 607.272.1290GENERAL CONTRACTORVECINO CONSTRUCTION305 WEST COMMERCIAL STREETSPRINGFIELD, MISSOURI 65803CONTACT: 417.720.1577Bruce Kayvon Adib-YazdiLicense No. 0386286/10/2019 9:17:47 AMBIM 360://Arthaus Ithaca NY/190306 - Ithaca - Arthaus_R19.rvtFAIR HOUSINGGUIDELINESG00318260LAHIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK04/29/2019REV. DESCRIPTION DATE UPUPUPDDDNFACTORTOTAL OCC.AREA62925 SFCOMMUNITY ROOM15EGRESSOCC.FACTORREQ'DPROVIDEDCALC.DOOR32"4"200.2"33"EGRESSOCC.FACTORREQ'DPROVIDEDCALC.STAIR6"36"200.3"44"4222627FACTORTOTAL OCC.AREA4335 SFGALLERY OFFICE100FACTORTOTAL OCC.AREA551638 SFGALLERY30FACTORTOTAL OCC.AREA2411 SFMECHANICAL3002FACTORTOTAL OCC.AREA10995 SFLOBBY100FACTORTOTAL OCC.AREA2148 SFSERVICE OFFICE100FACTORTOTAL OCC.AREA521037 SFSTUDIO20FACTORTOTAL OCC.AREA167 SFSTORAGE30026FACTORTOTAL OCC.AREA2144 SFKITCHEN10021FACTORTOTAL OCC.AREA4151 SFFITNESS50315383859EGRESSOCC.FACTORREQ'DPROVIDEDCALC.DOOR32"12.4"620.2"33"EGRESSOCC.FACTORREQ'DPROVIDEDCALC.DOOR32"7.6"380.2"33"EGRESSOCC.FACTORREQ'DPROVIDEDCALC.DOOR32"8.6"430.2"33"FACTORTOTAL OCC.AREA6213 SFCONFERENCE40FACTORTOTAL OCC.AREA2132 SFPROP. OFFICE100EGRESSOCC.FACTORREQ'DPROVIDEDCALC.DOOR32"16"800.2"33"61027EGRESSOCC.FACTORREQ'DPROVIDEDCALC.DOOR32"6.4"320.2"33"EGRESSOCC.FACTORREQ'DPROVIDEDCALC.STAIR9.6"36"320.3"44"EGRESSOCC.FACTORREQ'DPROVIDEDCALC.DOOR32"20.4"1020.2"33"EGRESSOCC.FACTORREQ'DPROVIDEDCALC.STAIR6.6"36"220.3"44"SEMI-RECESSED --4-A FIRE EXTINGUISHERSEMI-RECESSED --4-A FIRE EXTINGUISHERSEMI-RECESSED --4-A FIRE EXTINGUISHER31441FACTORTOTAL OCC.AREA40 SFCLOSET374222EGRESSOCC.FACTORREQ'DPROVIDEDCALC.STAIR4"36"200.2"48"EGRESSOCC.FACTORREQ'DPROVIDEDCALC.STAIR6.4"36"320.2"48"EGRESSOCC.FACTORREQ'DPROVIDEDCALC.STAIR4.4"36"220.2"48"EGRESSOCC.FACTORREQ'DPROVIDEDCALC.DOOR32"3"200.15"33"EGRESSOCC.FACTORREQ'DPROVIDEDCALC.DOOR32"4.8"320.15"33"EGRESSOCC.FACTORREQ'DPROVIDEDCALC.DOOR32"3.3"220.15"33"2222222222222224424222222424FACTORTOTAL OCC.AREA5836 SF2 BED UNIT200FACTORTOTAL OCC.AREA3599 SF1 BED UNIT2002FACTORTOTAL OCC.AREA2188 SFLAUNDRY100SEMI-RECESSED --4-A FIRE EXTINGUISHERSEMI-RECESSED --4-A FIRE EXTINGUISHERSEMI-RECESSED --4-A FIRE EXTINGUISHERThe Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:SITE / CIVIL ENGINEERFAGAN ENGINEERS & LAND SURVEYORS, P.C.113 EAST CHEMUNG PLACEELMIRA, NEW YORK 14904CONTACT: 607.734.2165DATE:DOS ID#5001632STRUCTURAL ENGINEERTAITEM ENGINEERING, P.C.110 SOUTH ALBANY STREETITHACA, NEW YORK 14850CONTACT: 607.277.1118MEP ENGINEERTAITEM ENGINEERING, P.C.110 SOUTH ALBANY STREETITHACA, NEW YORK 14850CONTACT: 607.277.1118LANDSCAPE ARCHITECTWHITHAM PLANNING &DESIGN, LLC142 EAST STATE STREET, SUITE BITHACA, NEW YORK 14850CONTACT: 607.272.1290GENERAL CONTRACTORVECINO CONSTRUCTION305 WEST COMMERCIAL STREETSPRINGFIELD, MISSOURI 65803CONTACT: 417.720.1577Bruce Kayvon Adib-YazdiLicense No. 03862810/16/2019 5:09:23 PMBIM 360://Arthaus Ithaca NY/191004 - Ithaca - Arthaus_R19.rvtEGRESS PLANSG00418260LAHIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK07/23/20193/32" = 1'-0"11ST FLOOR3/32" = 1'-0"22ND FLOORREV. DESCRIPTION DATE4 ADDENDUM 4 10/10/2019 CECIL MALONE DRIVECHERRY STREETCHERRY STREET WEGMANSTOPS PLAZASOUTH MEADOW STREET (NYS R-13)WEST BUFFALO STREETWEST SENECA STREETWEST STATE STREETWEST GREEN STREETSOUTH FULTON STREETNORTH FULTON STREET (NYS R-13)WEST STATE STREETCAYUGA INLETFLORAL AVENUEELM STREET CHESTNUT STREETCHESTNUT STREET ELM STREET WEST COURT STREETWEST BUFFALO STREETWEST SENECA STREETWEST STATE STREETWEST GREEN STREETWEST COURT STREETWEST CLEVELAND AVENUEWEST CLINTON STREETCENTER STREETSOUTH TITUS AVENUESOUTH TITUS AVENUENORTH TITUS AVENUESOUTH STREETNORTH MEADOW STREET (NYS R-13)WOOD STREETSOUTH PLAIN STREETNORTH PLAIN STREETWASHINGTONPARKJAKE STREETMARY STREETGUSSIE STREET CLIFF STREETHECTOR STREETTAUGHANNOCK BLVD.(NYS R-79)(NYS R-96)(NYS R-79)(NYS R-79)BRINDLEYSTREETREPLACEMENTPROJECTPROPOSEDBRINDLEY STREETPEDESTRIAN / BIKEBRIDGENote : Utility information has been plotted from available sources and their locations and sizeshould be considered approximate only. The contractor is responsible for determiningexact utility locations, sizes, and elevations prior to commencing construction. Ifuncharted or misplotted utilities are encountered, the contractor is required to notify theowner immediately.New York State law requires excavators to contact the one-call notification system priorto digging to prevent damage to buried facilities. IT'S THE LAW!Call three days before you dig!1-800-962-7962Dig Safely New York(non-members must be contacted separately)LEGENDDrawn By:Scale:It Is A Violation Of The New YorkEducation Law, Article 145 Section 7209,For Any Person, Unless He Is ActingUnder The Direction Of A LicensedProfessional Engineer Or Land SurveyorTo Alter An Item In Any Way. If An ItemBearing The Seal Of An Engineer OrLand Surveyor Is Altered, The AlteringEngineer Or Land Surveyor Shall Affix ToThe Item His Seal And The Notation"Altered By" Followed By His SignatureAnd The Date Of Such Alteration, AndA Specific Description Of The Alteration.ARTHAUS SITE PLAN 130 CHERRY STREET, CITY OF ITHACA, TOMPKINS COUNTY, NEW YORKChecked By:Project No.:Drawing Name:Design By:AREA MAPC1CELJBG2018.08918089-b.dwgKMS00200'400'Rev.Date Revision Description 1.2/22/19 Building & Garage Revisions 2.3/06/19 City Planning Submission 3.3/20/19 Per City Planning Comments 4.4/10/19 Revised Grading & Utilities 5.4/26/19 95% Construction Documents 6.5/20/19 Revised Grading & Utilities 7.6/10/19 100% Construction Documents 1" = 200'11x17 Prints are 1/2 SizeDate:January 15, 2019100% CONSTRUCTION PLANSCopyright © 2019 Fagan Engineers113 East Chemung PlaceElmira N.Y. 14904Phone (607) 734-2165Fax (607) 734-2169www.FaganEngineers.comPROJECTLOCATION CAYUGA INLET (R2UBHx)CHERRY STREET100 YEARFLOOD BOUNDARY388' BASE FLOOD ELEVATION Note : Utility information has been plotted from available sources and their locations and sizeshould be considered approximate only. The contractor is responsible for determiningexact utility locations, sizes, and elevations prior to commencing construction. Ifuncharted or misplotted utilities are encountered, the contractor is required to notify theowner immediately.New York State law requires excavators to contact the one-call notification system priorto digging to prevent damage to buried facilities. IT'S THE LAW!Call three days before you dig!1-800-962-7962Dig Safely New York(non-members must be contacted separately)LEGENDDrawn By:Scale:It Is A Violation Of The New YorkEducation Law, Article 145 Section 7209,For Any Person, Unless He Is ActingUnder The Direction Of A LicensedProfessional Engineer Or Land SurveyorTo Alter An Item In Any Way. If An ItemBearing The Seal Of An Engineer OrLand Surveyor Is Altered, The AlteringEngineer Or Land Surveyor Shall Affix ToThe Item His Seal And The Notation"Altered By" Followed By His SignatureAnd The Date Of Such Alteration, AndA Specific Description Of The Alteration.ARTHAUS SITE PLAN 130 CHERRY STREET, CITY OF ITHACA, TOMPKINS COUNTY, NEW YORKChecked By:Project No.:Drawing Name:Design By:EXISTINGCONDITIONSC2CELJBG2018.08918089-b.dwgKMS0020'40'Rev.Date Revision Description 1.2/22/19 Building & Garage Revisions 2.3/06/19 City Planning Submission 3.3/20/19 Per City Planning Comments 4.4/10/19 Revised Grading & Utilities 5.4/26/19 95% Construction Documents 6.5/20/19 Revised Grading & Utilities 7.6/10/19 100% Construction Documents 1" = 20'11x17 Prints are 1/2 SizeDate:January 15, 2019100% CONSTRUCTION PLANSCopyright © 2019 Fagan Engineers113 East Chemung PlaceElmira N.Y. 14904Phone (607) 734-2165Fax (607) 734-2169www.FaganEngineers.com LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD CAYUGA INLET (R2UBHx)CHERRY STREET100 YEARFLOOD BOUNDARY388' BASE FLOOD ELEVATION LIMITS OF DISTURBANCE(0.86 ARES)LIMITS OF DISTURBANCE(0.86 ARES)Note : Utility information has been plotted from available sources and their locations and sizeshould be considered approximate only. The contractor is responsible for determiningexact utility locations, sizes, and elevations prior to commencing construction. Ifuncharted or misplotted utilities are encountered, the contractor is required to notify theowner immediately.New York State law requires excavators to contact the one-call notification system priorto digging to prevent damage to buried facilities. IT'S THE LAW!Call three days before you dig!1-800-962-7962Dig Safely New York(non-members must be contacted separately)LEGENDDrawn By:Scale:It Is A Violation Of The New YorkEducation Law, Article 145 Section 7209,For Any Person, Unless He Is ActingUnder The Direction Of A LicensedProfessional Engineer Or Land SurveyorTo Alter An Item In Any Way. If An ItemBearing The Seal Of An Engineer OrLand Surveyor Is Altered, The AlteringEngineer Or Land Surveyor Shall Affix ToThe Item His Seal And The Notation"Altered By" Followed By His SignatureAnd The Date Of Such Alteration, AndA Specific Description Of The Alteration.ARTHAUS SITE PLAN 130 CHERRY STREET, CITY OF ITHACA, TOMPKINS COUNTY, NEW YORKChecked By:Project No.:Drawing Name:Design By:DEMOLITION PLANC3CELJBG2018.08918089-b.dwgKMS0020'40'Rev.Date Revision Description 1.2/22/19 Building & Garage Revisions 2.3/06/19 City Planning Submission 3.3/20/19 Per City Planning Comments 4.4/10/19 Revised Grading & Utilities 5.4/26/19 95% Construction Documents 6.5/20/19 Revised Grading & Utilities 7.6/10/19 100% Construction Documents 1" = 20'11x17 Prints are 1/2 SizeDate:January 15, 2019100% CONSTRUCTION PLANSCopyright © 2019 Fagan Engineers113 East Chemung PlaceElmira N.Y. 14904Phone (607) 734-2165Fax (607) 734-2169www.FaganEngineers.com12313225446555777 CAYUGA INLET (R2UBHx)CHERRY STREET1 st. FLOORINCLUDING STUDIO GALLERY( 6,106 SF ) (114,915 SF TOTAL)FFE: 389.506PARKING GARAGEA ABB C C D D 8556OPENABOVEBIKESTORAGEAREA FOR FUTURESCULPTURE ARTPLAYGROUNDPEDESTRIAN PATHUPCOMMUNITYROOM151STORAGE110ELECTRICAL111RESTROOM109SUPPORTIVESERVICESOFFICE105CONFERENCE102GALLERY OFFICE116FITNESS155MECH106VESTIBULE100LOBBY101VESTIBULE107STAIR 3ST3STAIR 1ST1STORAGE152RESTROOM153RESTROOM154GALLERY114STORAGE113PROPERTYMANAGEMENTOFFICE104BREAKROOM115STUDIO112MECHANICAL111ACLOSET103ELEVEL1HALLWAY150EL2EL2RESTROOM108OPENABOVEOPEN ABOVESCOOTER / MOTORCYCLE PARKING COMMUNITY ROOMFFE: 389.50PROPOSED BUILDING5 STORIES - 124 UNITS27,250 SF BUILDING FOOTPRINT97,500 SF TOTALOH/EOH/ENote : Utility information has been plotted from available sources and their locations and sizeshould be considered approximate only. The contractor is responsible for determiningexact utility locations, sizes, and elevations prior to commencing construction. Ifuncharted or misplotted utilities are encountered, the contractor is required to notify theowner immediately.New York State law requires excavators to contact the one-call notification system priorto digging to prevent damage to buried facilities. IT'S THE LAW!Call three days before you dig!1-800-962-7962Dig Safely New York(non-members must be contacted separately)LEGENDDrawn By:Scale:It Is A Violation Of The New YorkEducation Law, Article 145 Section 7209,For Any Person, Unless He Is ActingUnder The Direction Of A LicensedProfessional Engineer Or Land SurveyorTo Alter An Item In Any Way. If An ItemBearing The Seal Of An Engineer OrLand Surveyor Is Altered, The AlteringEngineer Or Land Surveyor Shall Affix ToThe Item His Seal And The Notation"Altered By" Followed By His SignatureAnd The Date Of Such Alteration, AndA Specific Description Of The Alteration.Checked By:Project No.:Drawing Name:Design By:SITE PLANC4CELJBG2018.08918089-b.dwgKMSRev.Date Revision Description 5.4/26/19 95% Construction Documents 6.5/20/19 Revised Grading & Utilities 7.6/10/19 100% Construction Documents 8.7/22/19 Added Playground & Pedestrian Path 9.10/28/19 Updated Footprint 10.SI-4 Revised Electric Service as per NYSEG ion alk 1" = 20'11x17 Prints are 1/2 SizeDate:January 15, 20190.82 AcresNO MIN.PARCEL SIZE224.60'NO MIN.MIN. LOT WIDTH100%10.06'6' to PL15.2'10'25' *10'MAX. LOT COVERAGESIDE YARDREAR YARDFRONT YARDREQUIREDPROPOSEDBUILDING SETBACKPARKING SPACES77%NONE REQ.113 East Chemung PlaceElmira N.Y. 14904Phone (607) 734-2165Fax (607) 734-2169www.FaganEngineers.comARTHAUS SITE PLAN 130 CHERRY STREET, CITY OF ITHACA, TOMPKINS COUNTY, NEW YORK0020'40'100% CONSTRUCTION PLANSCopyright © 2019 Fagan Engineers63'MAX. BUILDING HEIGHT62'ZONING INFORMATIONCHERRY STREET ZONING DISTRICTTAX MAP # 77.-4-332.33' to Top of Bank* REAR YARD SETBACK = 25' FROM TOP OF BANKALONG CAYUGA INLET36 SPACES TOTAL31 on 1st. FLOOR5 on STREETNOTE:REFER TO L-1.0 FOR MORE INFORMATION ON THEPROPOSED LANDSCAPING, TREES, BIKE RACK,AND SIDEWALKS / PATHWAYS407/03/20Exterior Artwork - Installation remains unknownRFI 106 CAYUGA INLET (R2UBHx)CHERRY STREET1 st. FLOORINCLUDING STUDIO GALLERY( 6,106 SF ) (114,915 SF TOTAL)FFE: 389.50PARKING GARAGEA ABB C C D D OPENABOVEBIKESTORAGEUPCOMMUNITYROOM151STORAGE110ELECTRICAL111RESTROOM109SUPPORTIVESERVICESOFFICE105CONFERENCE102GALLERY OFFICE116FITNESS155MECH106VESTIBULE100LOBBY101VESTIBULE107STAIR 3ST3STAIR 1ST1STORAGE152RESTROOM153RESTROOM154GALLERY114STORAGE113PROPERTYMANAGEMENTOFFICE104BREAKROOM115STUDIO112MECHANICAL111ACLOSET103ELEVEL1HALLWAY150EL2EL2RESTROOM108OPENABOVEOPEN ABOVECOMMUNITY ROOMFFE: 389.50OH/EOH/ENote : Utility information has been plotted from available sources and their locations and sizeshould be considered approximate only. The contractor is responsible for determiningexact utility locations, sizes, and elevations prior to commencing construction. Ifuncharted or misplotted utilities are encountered, the contractor is required to notify theowner immediately.New York State law requires excavators to contact the one-call notification system priorto digging to prevent damage to buried facilities. IT'S THE LAW!Call three days before you dig!1-800-962-7962Dig Safely New York(non-members must be contacted separately)LEGENDDrawn By:Scale:It Is A Violation Of The New YorkEducation Law, Article 145 Section 7209,For Any Person, Unless He Is ActingUnder The Direction Of A LicensedProfessional Engineer Or Land SurveyorTo Alter An Item In Any Way. If An ItemBearing The Seal Of An Engineer OrLand Surveyor Is Altered, The AlteringEngineer Or Land Surveyor Shall Affix ToThe Item His Seal And The Notation"Altered By" Followed By His SignatureAnd The Date Of Such Alteration, AndA Specific Description Of The Alteration.Checked By:Project No.:Drawing Name:Design By:GRADING PLANC5CELJBG2018.08918089-b.dwgKMSEG k 1" = 20'11x17 Prints are 1/2 SizeDate:January 15, 2019113 East Chemung PlaceElmira N.Y. 14904Phone (607) 734-2165Fax (607) 734-2169www.FaganEngineers.comARTHAUS SITE PLAN 130 CHERRY STREET, CITY OF ITHACA, TOMPKINS COUNTY, NEW YORK0020'40'100% CONSTRUCTION PLANSCopyright © 2019 Fagan EngineersSECTION C-C PARKING ENTRANCESECTION B-BSECTION A-A DUMPSTER ACCESSSECTION D-DPAVEMENT / CONCRETE (INCLUDING SLAB FOR FIRST FLOOR) TO REQUIRE ~1,205 Cu. Yd. OF MATERIAL (ESTIMATE DOES NOTINCLUDING EXCAVATION FOR STRUCTURAL ELEMENTS OR MATERIAL REMOVAL RELATED TO DEMOLITION OF EXISTING STRUCTURE)(EXISTING GRADE TO FINISH GRADE)ESTIMATED VOLUME TO BE REMOVED FROM THE SITE: 1,400 Cu. Yd. (AN AVERAGE OF 12" OF MATERIAL ACROSS ENTIRE SITE)(TO BE FURTHER CLARIFIED WITH RECOMMENDATIONS FROM STRUCTURAL GEO-TECH REPORT)Cut/Fill SummaryNameCUT AND FILLTotalsCut Factor1.000Fill Factor1.0002d Area37208.41 Sq. Ft.37208.41 Sq. Ft.Cut317.68 Cu. Yd.317.68 Cu. Yd.Fill94.22 Cu. Yd.94.22 Cu. Yd.Net223.46 Cu. Yd.<Cut>223.46 Cu. Yd.<Cut>Rev.Date Revision Description 5.4/26/19 95% Construction Documents 6.5/20/19 Revised Grading & Utilities 7.6/10/19 100% Construction Documents 8.7/22/19 Added Playground & Pedestrian Path 9.10/28/19 Updated Footprint 10.SI-4 Revised Electric Service as per NYSE ion alk 07/03/20 CHERRY STREET1 st. FLOORINCLUDING STUDIO GALLERY( 6,106 SF ) (114,915 SF TOTAL)FFE: 389.50PARKING GARAGEOPENABOVEBIKESTORAGEUPCOMMUNITYROOM151STORAGE110ELECTRICAL111RESTROOM109SUPPORTIVESERVICESOFFICE105CONFERENCE102GALLERY OFFICE116FITNESS155MECH106VESTIBULE100LOBBY101VESTIBULE107STAIR 3ST3STAIR 1ST1STORAGE152RESTROOM153RESTROOM154GALLERY114STORAGE113PROPERTYMANAGEMENTOFFICE104BREAKROOM115STUDIO112MECHANICAL111ACLOSET103ELEVEL1HALLWAY150EL2EL2RESTROOM108OPENABOVEOPEN ABOVECOMMUNITY ROOMFFE: 389.50OH/EOH/EOH/EDrawn By:Scale:It Is A Violation Of The New YorkEducation Law, Article 145 Section 7209,For Any Person, Unless He Is ActingUnder The Direction Of A LicensedProfessional Engineer Or Land SurveyorTo Alter An Item In Any Way. If An ItemBearing The Seal Of An Engineer OrLand Surveyor Is Altered, The AlteringEngineer Or Land Surveyor Shall Affix ToThe Item His Seal And The Notation"Altered By" Followed By His SignatureAnd The Date Of Such Alteration, AndA Specific Description Of The Alteration.Checked By:Project No.:Drawing Name:Design By:GRADING PLANC5ACELJBG2018.08918089-b.dwgKMSEG k 1" = 10'11x17 Prints are 1/2 SizeDate:January 15, 2019113 East Chemung PlaceElmira N.Y. 14904Phone (607) 734-2165Fax (607) 734-2169www.FaganEngineers.comARTHAUS SITE PLAN 130 CHERRY STREET, CITY OF ITHACA, TOMPKINS COUNTY, NEW YORK Rev.Date Revision Description 5.4/26/19 95% Construction Documents 6.5/20/19 Revised Grading & Utilities 7.6/10/19 100% Construction Documents 8.7/22/19 Added Playground & Pedestrian Path 9.10/28/19 Updated Footprint 10.SI-4 Revised Electric Service as per NYSE ion alk 07/03/20Additional Excavation DepthsRFI 50 CAYUGA INLET (R2UBHx)CHERRY STREET1 st. FLOORINCLUDING STUDIO GALLERY( 6,106 SF ) (114,915 SF TOTAL)FFE: 389.50W WUG/EUG/EUG/EUG/EUG/EUG/EPARKING GARAGEOPENABOVESTSTSTSTSTSTSTSTSTSTSTSTSTSTBIKESTORAGESANSAN SAN W UP46865COMMUNITYROOM151STORAGE110TRASH/RECYCLINGSCOOTER /MOTORCYCLE PARKING LOADING ZONE ELECTRICAL111RESTROOM109SUPPORTIVESERVICESOFFICE105CONFERENCE102GALLERY OFFICE116FITNESS155MECH106VESTIBULE100LOBBY101VESTIBULE107STAIR 3ST3STAIR 1ST1STORAGE152RESTROOM153RESTROOM154GALLERY114STORAGE113PROPERTYMANAGEMENTOFFICE104BREAKROOM115STUDIO112MECHANICAL111ACLOSET103LINE INDICATESBUILDINGOUTLINE ABOVELINE INDICATESBUILDINGOUTLINE ABOVEDOWNSPOUT FROM COLLECTOR BOX ABOVE. COORDINATELOCATION WITH MEP DRAWINGS ON OFFSET REQUIRED.HOLD DOWNSPOUT OFFSET TO BOTTOM OF BEAM WHENHORIZONTAL PATH REQUIRED.ELEVEL1HALLWAY150PLAYGROUNDEL2EL2RESTROOM108OPENABOVEOPEN ABOVECOMMUNITY ROOMFFE: 389.50OH/EOH/EW W W WUG/EUG/ESTSTSTSTST105104UG/E STSTSTSTSTW W Note : Utility information has been plotted from available sources and their locations and sizeshould be considered approximate only. The contractor is responsible for determiningexact utility locations, sizes, and elevations prior to commencing construction. Ifuncharted or misplotted utilities are encountered, the contractor is required to notify theowner immediately.New York State law requires excavators to contact the one-call notification system priorto digging to prevent damage to buried facilities. IT'S THE LAW!Call three days before you dig!1-800-962-7962Dig Safely New York(non-members must be contacted separately)LEGENDDrawn By:Scale:It Is A Violation Of The New YorkEducation Law, Article 145 Section 7209,For Any Person, Unless He Is ActingUnder The Direction Of A LicensedProfessional Engineer Or Land SurveyorTo Alter An Item In Any Way. If An ItemBearing The Seal Of An Engineer OrLand Surveyor Is Altered, The AlteringEngineer Or Land Surveyor Shall Affix ToThe Item His Seal And The Notation"Altered By" Followed By His SignatureAnd The Date Of Such Alteration, AndA Specific Description Of The Alteration.Checked By:Project No.:Drawing Name:Design By:UTILITY PLANC6CELJBG2018.08918089-b.dwgKMSG 1" = 20'11x17 Prints are 1/2 SizeDate:January 15, 2019113 East Chemung PlaceElmira N.Y. 14904Phone (607) 734-2165Fax (607) 734-2169www.FaganEngineers.comARTHAUS SITE PLAN 130 CHERRY STREET, CITY OF ITHACA, TOMPKINS COUNTY, NEW YORK0020'40'100% CONSTRUCTION PLANSCopyright © 2019 Fagan EngineersSTORM SEWER PROFILEWATER SERVICE TAP DETAILHYDRANT ASSEMBLY TAP DETAILRev.Date Revision Description 5.4/26/19 95% Construction Documents 6.5/20/19 Revised Grading & Utilities 7.6/10/19 100% Construction Documents 8.7/22/19 Added Playground & Pedestrian Path 9.10/28/19 Updated Footprint 10.SI-4 Revised Electric Service as per NYSE ion alk 07/03/20Electric Service: change to Street Side parking; curb lines &bollard additions;Note new utility pole locationRFI 59 Drawn By:Scale:It Is A Violation Of The New YorkEducation Law, Article 145 Section 7209,For Any Person, Unless He Is ActingUnder The Direction Of A LicensedProfessional Engineer Or Land SurveyorTo Alter An Item In Any Way. If An ItemBearing The Seal Of An Engineer OrLand Surveyor Is Altered, The AlteringEngineer Or Land Surveyor Shall Affix ToThe Item His Seal And The Notation"Altered By" Followed By His SignatureAnd The Date Of Such Alteration, AndA Specific Description Of The Alteration.ARTHAUS SITE PLAN 130 CHERRY STREET, CITY OF ITHACA, TOMPKINS COUNTY, NEW YORKChecked By:Project No.:Drawing Name:Design By:CIVIL DETAILSC7CELJBG2018.08918089-b.dwgKMSRev.Date Revision Description 1.2/22/19 Building & Garage Revisions 2.3/06/19 City Planning Submission 3.3/20/19 Per City Planning Comments 4.4/10/19 Revised Grading & Utilities 5.4/26/19 95% Construction Documents 6.5/20/19 Revised Grading & Utilities 7.6/10/19 100% Construction Documents As Noted11x17 Prints are 1/2 SizeDate:January 15, 2019113 East Chemung PlaceElmira N.Y. 14904Phone (607) 734-2165Fax (607) 734-2169www.FaganEngineers.comCONDITION SCHEMATICREQUIREMENTSWATERMAIN / SEWER CROSSING DETAIL100% CONSTRUCTION PLANSCopyright © 2019 Fagan EngineersCLEANOUT COVER DETAILIN-LINE CLEANOUT DETAILTYPICAL PIPE TRENCH DETAIL.SECTION A-APLANSANITARY SEWER CONNECTIONWATER MAIN WET TAP SLEEVE AND VALVE DETAILGATE VALVE DETAILFIRE HYDRANT ASSEMBLY DETAILNOTES:TYPICAL THRUST BLOCK DETAILSTYPICAL ELEVATION AT THRUSTBLOCKTHRUST BLOCK AT TEE PLAN VIEWTHRUST BLOCKS AT BEND PLAN VIEWNOTES: Drawn By:Scale:It Is A Violation Of The New YorkEducation Law, Article 145 Section 7209,For Any Person, Unless He Is ActingUnder The Direction Of A LicensedProfessional Engineer Or Land SurveyorTo Alter An Item In Any Way. If An ItemBearing The Seal Of An Engineer OrLand Surveyor Is Altered, The AlteringEngineer Or Land Surveyor Shall Affix ToThe Item His Seal And The Notation"Altered By" Followed By His SignatureAnd The Date Of Such Alteration, AndA Specific Description Of The Alteration.ARTHAUS SITE PLAN 130 CHERRY STREET, CITY OF ITHACA, TOMPKINS COUNTY, NEW YORKChecked By:Project No.:Drawing Name:Design By:CIVIL DETAILSC8CELJBG2018.08918089-b.dwgKMSRev.Date Revision Description 1.2/22/19 Building & Garage Revisions 2.3/06/19 City Planning Submission 3.3/20/19 Per City Planning Comments 4.4/10/19 Revised Grading & Utilities 5.4/26/19 95% Construction Documents 6.5/20/19 Revised Grading & Utilities 7.6/10/19 100% Construction Documents As Noted11x17 Prints are 1/2 SizeDate:January 15, 2019113 East Chemung PlaceElmira N.Y. 14904Phone (607) 734-2165Fax (607) 734-2169www.FaganEngineers.com100% CONSTRUCTION PLANSCopyright © 2019 Fagan EngineersCONCRETE SIDEWALK NOTESCONCRETE SIDEWALK SECTION6" CONCRETE CURBTYPICAL STOP SIGNR7-8TYPICAL HC PARKING SIGNTYPICAL SIGN INSTALLATIONPAVEMENT SECTIONSREGULAR DUTYDRIVEWAY ENTRANCE (TYPE 2)STANDARD DETAILPAVEMENT REPAIR &RECONSTRUCTION DETAILPAVEMENT REPAIR / RECONSTRUCTIONCAST-IN-PLACE CONCRETECURB TRANSITIONS PIPE BOLLARD DETAIL Drawn By:Scale:It Is A Violation Of The New YorkEducation Law, Article 145 Section 7209,For Any Person, Unless He Is ActingUnder The Direction Of A LicensedProfessional Engineer Or Land SurveyorTo Alter An Item In Any Way. If An ItemBearing The Seal Of An Engineer OrLand Surveyor Is Altered, The AlteringEngineer Or Land Surveyor Shall Affix ToThe Item His Seal And The Notation"Altered By" Followed By His SignatureAnd The Date Of Such Alteration, AndA Specific Description Of The Alteration.ARTHAUS SITE PLAN 130 CHERRY STREET, CITY OF ITHACA, TOMPKINS COUNTY, NEW YORKChecked By:Project No.:Drawing Name:Design By:CIVIL DETAILSC9CELJBG2018.08918089-b.dwgKMSRev.Date Revision Description 1.2/22/19 Building & Garage Revisions 2.3/06/19 City Planning Submission 3.3/20/19 Per City Planning Comments 4.4/10/19 Revised Grading & Utilities 5.4/26/19 95% Construction Documents 6.5/20/19 Revised Grading & Utilities 7.6/10/19 100% Construction Documents As Noted11x17 Prints are 1/2 SizeDate:January 15, 2019113 East Chemung PlaceElmira N.Y. 14904Phone (607) 734-2165Fax (607) 734-2169www.FaganEngineers.com100% CONSTRUCTION PLANSCopyright © 2019 Fagan EngineersDOWNSPOUT ADAPTER DETAILTYPICAL 8' DRYWELL DETAIL.2'x2' CATCH BASIN DETAIL CAYUGA INLET (R2UBHx)CHERRY STREETCS CS CS CS CS CS CS CS CS CSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCS1 st. FLOORINCLUDING STUDIO GALLERY( 6,106 SF ) (114,915 SF TOTAL)FFE: 389.50CSCSCSCSCSCSCSCSCSPARKING GARAGEOPENABOVEBIKESTORAGEUPCOMMUNITYROOM151STORAGE110ELECTRICAL111RESTROOM109SUPPORTIVESERVICESOFFICE105CONFERENCE102GALLERY OFFICE116FITNESS155MECH106VESTIBULE100LOBBY101VESTIBULE107STAIR 3ST3STAIR 1ST1STORAGE152RESTROOM153RESTROOM154GALLERY114STORAGE113PROPERTYMANAGEMENTOFFICE104BREAKROOM115STUDIO112MECHANICAL111ACLOSET103ELEVEL1HALLWAY150EL2EL2RESTROOM108OPENABOVEOPEN ABOVECOMMUNITY ROOMFFE: 389.50OH/EOH/ENote : Utility information has been plotted from available sources and their locations and sizeshould be considered approximate only. The contractor is responsible for determiningexact utility locations, sizes, and elevations prior to commencing construction. Ifuncharted or misplotted utilities are encountered, the contractor is required to notify theowner immediately.New York State law requires excavators to contact the one-call notification system priorto digging to prevent damage to buried facilities. IT'S THE LAW!Call three days before you dig!1-800-962-7962Dig Safely New York(non-members must be contacted separately)LEGENDDrawn By:Scale:It Is A Violation Of The New YorkEducation Law, Article 145 Section 7209,For Any Person, Unless He Is ActingUnder The Direction Of A LicensedProfessional Engineer Or Land SurveyorTo Alter An Item In Any Way. If An ItemBearing The Seal Of An Engineer OrLand Surveyor Is Altered, The AlteringEngineer Or Land Surveyor Shall Affix ToThe Item His Seal And The Notation"Altered By" Followed By His SignatureAnd The Date Of Such Alteration, AndA Specific Description Of The Alteration.ARTHAUS SITE PLAN 130 CHERRY STREET, CITY OF ITHACA, TOMPKINS COUNTY, NEW YORKChecked By:Project No.:Drawing Name:Design By:E & S PLANC10CELJBG2018.08918089-b.dwgKMSEG k 1" = 20'11x17 Prints are 1/2 SizeDate:January 15, 2019E&S PLAN NOTES:1.ONLY LIMITED DISTURBANCE WILL BE PERMITTED TOPROVIDE ACCESS TO THE SITE FOR GRADING ANDACQUIRING BORROW TO CONSTRUCT THOSE BMPS.2.EROSION AND SEDIMENT BMPS MUST BECONSTRUCTED, STABILIZED, AND FUNCTIONALBEFORE SITE DISTURBANCE BEGINS WITHIN THETRIBUTARY AREAS OF THOSE BMPS.3.AFTER FINAL SITE STABILIZATION HAS BEENACHIEVED, TEMPORARY EROSION AND SEDIMENTBMPS MUST BE REMOVED. AREAS DISTURBEDDURING REMOVAL OF THE BMPS MUST BESTABILIZED IMMEDIATELY.4.STOCKPILE HEIGHTS MUST NOT EXCEED 35 FEET.STOCKPILE SLOPES MUST BE 2:1 OR FLATTER.5.UNTIL THE SITE IS STABILIZED, ALL EROSION ANDSEDIMENT BMPS MUST BE MAINTAINED PROPERLY.MAINTENANCE MUST INCLUDE INSPECTIONS OF ALLEROSION AND SEDIMENT BMPS AFTER EACHRUNOFF EVENT AND ON A WEEKLY BASIS. ALLPREVENTATIVE AND REMEDIAL MAINTENANCEWORK, INCLUDING CLEAN OUT, REPAIR,REPLACEMENT, REGRADING, RESEEDING,REMULCHING AND RENETTING MUST BEPERFORMED IMMEDIATELY. IF EROSION ANDSEDIMENT CONTROL BMPS FAIL TO PERFORM ASEXPECTED, REPLACEMENT BMPS, ORMODIFICATIONS OF THOSE INSTALLED WILL BEREQUIRED.6.SITE CONTRACTOR TO BECOME CO-PERMITTEEPRIOR TO EARTHWORK ACTIVITIES COMMENCING.SITE CONTRACTOR IS RESPONSIBLE FOR ALLCONDITIONS OF THE E&S PERMITS.CONSTRUCTION SEQUENCE1.ALL PAGE NUMBERS (P. 5*.**) REFER TO THE NEWYORK STATE GUIDELINES FOR URBAN EROSIONAND SEDIMENT CONTROL.2.INSTALL STABILIZED CONSTRUCTION ENTRANCE (P.5A.75). WIDTH: - TWELVE (12) FT. MINIMUM, BUT NOTLESS THAN THE FULL WIDTH AT POINTS WHEREINGRESS OR EGRESS OCCURS. IF ONLY ONEENTRANCE IS USED THE MINIMUM WIDTH SHALL BETWENTY-FOUR (24) FEET.3.STANDARD SILT FENCE (P. 5A.19) SHALL THEN BEPLACED AROUND ALL DISTURBED AREAS.4.CLEAR AND GRUB THE SITE. STRIP TOPSOIL ANDSTOCKPILE ON-SITE WITH PERIMETER SILT FENCEAND VEGETATIVE COVER.5.CONSTRUCT BUILDING FOUNDATION AND ENCLOSEBUILDING.6.CONSTRUCT STORM WATER BASINS AND PERFORMLAND GRADING IN ACCORDANCE WITH MANUAL (P.5B.49). INSURE ALL RUNOFF IS DIVERTED TO THESEDIMENT BASIN UNTIL THE SITE IS STABILIZED(80% COVERAGE).7.CONSTRUCT PROPOSED STORM SEWER ANDINSTALL TEMPORARY SEDIMENT TRAPS (P. 5A.41)AT EACH INLET.8.INLET PROTECTION (P. 5A.27) SHALL BE PLACEDAROUND ALL STORM DRAIN INLETS. UTILIZE TYPE IIIN AREAS OF EXCAVATION AND TYPE III INPAVEMENT AREAS. CONVERT ALL FABRIC DROPINLET PROTECTION TO TYPE III IN-PAVEMENTPROTECTION UPON PAVING WITHIN PROJECTAREA.9.FINALIZE CONSTRUCTION OF MAIN PROJECTELEMENTS INCLUDING INFRASTRUCTURE AND NEWPAVEMENT.11.SPREAD TOPSOIL, FINE GRADE, SEED, MULCH ANDESTABLISH VEGETATIVE COVER.12..REMOVE SEDIMENT FROM ANY SEDIMENT TRAPSOR BASINS.13.REMOVE TEMPORARY EROSION CONTROLMETHODS WHEN CONTRIBUTING DRAINAGE AREASARE STABILIZED.113 East Chemung PlaceElmira N.Y. 14904Phone (607) 734-2165Fax (607) 734-2169www.FaganEngineers.com0020'40'100% CONSTRUCTION PLANSCopyright © 2019 Fagan EngineersRev.Date Revision Description 5.4/26/19 95% Construction Documents 6.5/20/19 Revised Grading & Utilities 7.6/10/19 100% Construction Documents 8.7/22/19 Added Playground & Pedestrian Path 9.10/28/19 Updated Footprint 10.SI-4 Revised Electric Service as per NYSE ion alk 07/03/20 Drawn By:Scale:It Is A Violation Of The New YorkEducation Law, Article 145 Section 7209,For Any Person, Unless He Is ActingUnder The Direction Of A LicensedProfessional Engineer Or Land SurveyorTo Alter An Item In Any Way. If An ItemBearing The Seal Of An Engineer OrLand Surveyor Is Altered, The AlteringEngineer Or Land Surveyor Shall Affix ToThe Item His Seal And The Notation"Altered By" Followed By His SignatureAnd The Date Of Such Alteration, AndA Specific Description Of The Alteration.ARTHAUS SITE PLAN 130 CHERRY STREET, CITY OF ITHACA, TOMPKINS COUNTY, NEW YORKChecked By:Project No.:Drawing Name:Design By:E & S DETAILSC11CELJBG2018.08918089-b.dwgKMSRev.Date Revision Description 1.2/22/19 Building & Garage Revisions 2.3/06/19 City Planning Submission 3.3/20/19 Per City Planning Comments 4.4/10/19 Revised Grading & Utilities 5.4/26/19 95% Construction Documents 6.5/20/19 Revised Grading & Utilities 7.6/10/19 100% Construction Documents As Noted11x17 Prints are 1/2 SizeDate:January 15, 2019STANDARD AND SPECIFICATIONS FOR LAWN AREA IMPROVEMENT············PROFILEPLAN VIEWCONSTRUCTION SPECIFICATIONSSTABILIZED CONSTRUCTION ENTRANCESPECIFICATIONS FOR SILT FENCE PROTECTIONBURIED FABRICDROP INLETWITH GRATE2"X4" WOOD FRAMEGATHER EXCESSAT CORNERSFRAMEFABRICSTAKE113 East Chemung PlaceElmira N.Y. 14904Phone (607) 734-2165Fax (607) 734-2169www.FaganEngineers.comPERSPECTIVEVIEWSILT FENCINGSECTIONCONSTRUCTION SPECIFICATIONS FOR FABRICATED SILT FENCE100% CONSTRUCTION PLANSCopyright © 2019 Fagan EngineersCONCRETE WASHOUT DETAILSTAPLE DETAILPLANSECTION B-B'CONCRETE WASHOUT SIGN DETAILSOIL STOCKPILING NOTES:SOIL STOCKPILE DETAILFILTER FABRIC STORM DRAIN PROTECTION(18" DIA.)COMPOST FILTER SOCK DETAIL CONCRETE PAVING WITH SCORING PATTERN AND EXPOSED AGGREGATE CONCRETE PAVING MATERIALS KEY BOLLARD LIGHT POLE WITH STRING LIGHTS MOVEABLE SEATING BIKE RACK 9 REFERENCE TO DETAIL SHEET LOD LOD LOD LOD LOD LODLOD LODLODLODLOD LOD LODLODWUG/E UG/E UG/E SAN OH/E LOD LOD LOD LOD LOD LODLOD LODLODLODLOD LOD LODLODWUG/E UG/E UG/E SAN OH/E CAYUG A I N L E T DN 4' - 1" 4' - 1" 4' - 1"4' - 1" 4' - 3 1/4" CHERRY STREET5'CONC CONC CONC BLLRD SE01 BLLRD SE01 BLLRD SE01 BLLRD SE01 STRNG LT L3 WALL MOUNT BIKE RACK SE02 ADA LANDING ADA LANDING LS01 LIVING SCREEN WALL CONC LT POLE L1 LT POLE L1 LT POLE L1 LT POLE L1 CONC LS01 LIVING SCREEN WALL CONC CONC CONC CONC PAV TRANSITION TO GRASS ADA LANDING PLANTINGS 13'-10"14'-5"5' 7'-10"10'-5"10'-9"12'-11"6' NOTE: CONFIRM CLEARANCE IN FIELD. VERIFY MINIMUM 5' PASSAGE DWG NO: SITE PLAN L-1.0 SCALE: 1"=20' N DWG NO:Ithaca ArtHausSite PlanDATE: 6/10/2019 REVISION - DATE BOLLARD QUANTITY CLARIFICATION: QUANTITY AND LOCATION IS CORRECT AS SHOWN, DISREGARD QUANTITYAND LOCATION ON ELECTRICAL SHEET E201. REVISION - DATE April 9, 2021 - Field Changes Bollard Light Clarification: Qnty & Location is correct as shown; disreagrd quantity and location on electrical sheet E201 RFI 41 S:\GIS\Tompkins County\Aerials_2015\C_Ithaca\c_08370888_12_15100_4bd_2015.jp2-CATALPA SPECIOSA (CATALPA TREE) -ACER RUBRUM (RED MAPLE) -BETULA NIGRA (RIVER BIRCH) (M)ULTISTEM and (S)INGLE -RHUS TYPHINA (STAGHORN SUMAC) -CORNUS SANGUINEA (RED TWIG DOGWOOD X MIDWINTER FIRE) -GRASSES PLANTING KEY -SOD -PRUNUS ssp. (SARGENTII and CERASIFERA)S:\GIS\Tompkins County\Aerials_2015\C_Ithaca\c_08370888_12_15100_4bd_2015.jp2DN DN DN DN UP8 6 8 6 7 TRASH/ RECYCLING SCOOTER /MOTORCYCLEPARKINGLOADING ZONEW9a W9a W9a W9a W9a S4 S4 CHERRY STREET PC(1) BM(3) BG(20) BS(2) CA(35) PS(1) CO(3) CS(1) AR(4) CS(3) BG(17) CO(3) CA(25) CA(35) CA(50) CA(45) CA(35) CA(35)CA(30) AR(4) RT(3) CO(2)PC(1)BG(7) BG(18) BG(19) CA(50) CA(27) CO(2) BG(21) CO(2) CO(1) CO(3) CO(5) CO(3) CO(3) BG(25) BG(12) BG(12) CO(3) BM(2) CO(5) BM(2) RT(3) RT(5) CS(1) CS(1) BS(2) PS(3) RT(3) PS(3) CA(35) PT(3) HP(4) HP(4) PQ(3) CONC SOIL - PLANTING SOIL AT TREE PIT SOIL - PLANTING SOIL AT TREE PIT SOIL - PLANTING SOIL SOIL - PLANTING SOIL SOIL - PLANTING SOIL SOIL - PLANTING SOIL PT(2) PT(3) CA(17) CA(35) RT(3) NOTE: NO SOD TO BE PLACED WITHIN 2' OF TREE TRUNKS SOD RT(3) CO(5) CS(1) CS(1) CO(5) PC(1) CAYUG A I N L E T CHERRY STREET5'13'-10"14'-5"5' 7'-10"10'-5"10'-9"12'-11"6' RT(3) BG(10) NOTE: CONFIRM LOCATION IN FIELD NOTE: CONFIRM LOCATION IN FIELD DWG NO: LANDSCAPE PLAN L-2.0 SCALE: 1"=20' N DWG NO:Ithaca ArtHausPlanting PlanDATE: 10/06/2020 REVISION - DATE July 23, 2019 - Final Site Plan Approval June 11, 2019 - Issued for Bids October 6, 2020 - Reissued for Bids NOTE: SEE L-1.0 FOR SITE FURNISHINGS AND PAVING.April 9, 2021 - Field Changes ADDED 3 ADDED 15 ADDED 15 Planting Availability - Acceptable SubstitutionsRFI 111 BUILDING FACADE PER ARCHITECTURAL DRAWINGS LIVING SCREEN PER ARCHITECTURAL DRAWINGS PLANTINGS PER LANDSCAPE PLAN COMPACTED SUBGRADE CONCRETE PAVING PER DETAILS 5 AND 6, SEE CIVIL FOR ADDITIONAL PAVING DETAILS CLIMBING VINE PER LANDSCAPE PLAN L-2.0 BREAK LINE 8"SEE PLANTING DETAIL SECTION VIEW6'-0"2'-0"THREE (2") TWO-INCH LODGE POLE STAKES. INSTALL APPX. 2" AWAY FROM EDGE OF ROOT BALL. STAKE LOCATION SHALL NOT INTERFERE WITH PERMANENT BRANCHES. REMOVE 6 MONTHS AFTER PLANTING UNLESS OTHERWISE DIRECTED BY LANDSCAPE ARCHITECT. 32" LONG NON-ABRASIVE RUBBER TIES. PLAN VIEW RUBBER TREE TIES LODGE POLE STAKES REMOVE NURSERY STAKE. IF CENTRAL LEADER NEEDS TO BE STRAIGHTENED OR HELD ERECT, IT IS ACCEPTABLE TO ATTACH A 1 2" X 8' BAMBOO POLE TO THE CENTRAL LEADER AND TRUNK FOR A MAXIMUM OF 12 MONTHS. PREVAILING WIND TREE SPECIES AND SIZE AS SPECIFIED IN PLANTING PLAN.NYSDOT items #611.0111, #611.0211, and #611.0311 SEE PLANTING DETAIL. MEDIUM DUTY CONC. WALK. SEE CIVIL FOR DETAILS ENSURE THAT SOIL FILLS WIDTH OF TRENCH, SHORE UP SIDES AS NECESSARY TO PREVENT GRAVEL INTRUSION. -EACH TREE TO HAVE MINIMUM PLANTING SOIL VOLUME 760 CU FT PER CITY SITE ORDINANCE 276-7 PROJECT REVIEW CRITERIA B.3.C. LARGE TO MEDIUM CANOPY TREES SEE DETAIL #2 FOR TREE STAKING REQUIREMENTS 5' EXISTING STREET PREPARED SUB-GRADE CURB FOUNDATION TO EXTEND NO MORE THAN 3" TOWARD ROOT BALL. MIN. 8" SOIL BETWEEN CURB FOUNDATION AND ROOT BALL TYP. CONCRETE CURB SEE CIVIL DETAILS STREET TREES AS IDENTIFIED ON PLANTING PLAN TO BE PLANTED ON CENTER IN TREE PIT 8' MIN.3'PLANTINGS AS SHOWN IN LANDSCAPE PLAN SEE DETAIL #3 FOR TREE PLANTING REQUIREMENTS SPACING AS PER PLAN SCHEDULE FOR MULCH TYPE. DO NOT PLACE MULCH IN CONTACT WITH TRUNK. MAINTAIN THE MULCH WEED-FREE FOR DURATION OF CONTACT PERIOD 4" SAUCER RIM REMOVE ALL TWINE, ROPE, WIRE, AND BURLAP FROM TOP HALF OF ROOT BALL. SCARIFY ROOT BALL IF CONTAINER GROWN BACK FILL WITH EXISTING SOIL. IN SANDY LOAM SOILS: ADD 50% MAX. BY VOLUME COMPOSTED ORGANIC MATERIAL TO THE EXISTING SOIL. FIRM MIXTURE AT 12 INCH INTERVALS - THOROUGHLY SETTLE WITH WATER DIG HOLE MIN. HEIGHT AS DEPTH OF ROOT BALL, MIN. WIDTH 3X HEIGHT OF ROOT BALL. BOTTOM OF ROOT BALL TO REST ON EXISTING OR RECOMPACTED SOIL; DO NOT BURY BASE OF TRUNK / STEM. BOTTOM OF ROOT BALL RESTS ON EXISTING OR RECOMPACTED SOIL EXPANSION JOINT SPREAD EVERY 6' SCORE JOINT SPREAD EVERY 2' 1 2" SCORE JOINT SPREAD EVERY 2' PERPENDICULAR TO BUILDING CONCRETE PAVING REFER TO DETAIL 6 MEDIUM DUTY EXPOSED AGGREGATE CONCRETE PAVING STEEL EDGING TO SEPARATE CONCRETE FROM GRASS; SEE MATERIAL SCHEDULE PLANTING SOIL AND GRASS SEED FOR LAWN CONCRETE PAVING REFER TO DETAIL 6 MEDIUM DUTY EXPOSED AGGREGATE CONCRETE PAVING 3/8" RIVER ROCK EXPOSED AGGREGATE CONCRETE UNIFORMLY SEEDED INTO SURFACE 6 X 6 X W1.4 X W1.4 MESH, FLAT SHEETS COMPACTED #2 STONE BASE NYSDOT ITEM #304.15 COMPACTED SUBGRADE CONCRETE SLAB DWG NO:Ithaca ArtHausSite PlanDETAILS DATE: 6/10/2019 L-3.0 SCALE: AS SHOWN REVISION - DATE LIVING SCREEN DETAIL4SCALE: 1 1/2"=1'-0" TREE STAKING DETAIL2NOT TO SCALE STREET TREE PLANTING DETAIL1SCALE: 1"=1'-0" NOTES 1. SOILS SHOULD BE SANDY LOAM WITH MINIMUM ORGANIC MATERIAL TYP. PLANTING DETAIL3SCALE: 3/8"=1'-0" TYPICAL CONCRETE JOINTS 5 SCALE: 1"=1'-0" PLAN VIEW OF CONCRETE JOINTS PAVING TRANSITION TO GRASS 7 SCALE: 1"=1'-0" MEDIUM DUTY EXPOSED AGGREGATE CONCRETE PAVING6SCALE: 1"=1'-0" NOTES 1. AGGREGATE TO BE UNIFORMLY SEEDED INTO THE SURFACE IMMEDIATELY AFTER CONCRETE HAS BEEN PLACED, BY HAND OR SHOVEL 2. SURFACE RETARDANT SHOULD BE APPLIED EVENLY OVER SURFACE WITH LOW PRESSURE SPRAYER OR ROLLER 3. RETARDANT MAY STAY ON NO LONGER THAN 24 HOURS 4. SURFACE RETARDANT SHOULD BE REMOVED BY PRESSURE WASHER 5. AFTER WASHING CONCRETE, A SEALANT SHOULD BE APPLIED TO THE SURFACE 6. LANDSCAPE ARCHITECT TO DISCUSS DETAIL WITH CONTRACTOR PRIOR TO INSTALLATION LANDSCAPE ARCHITECT TO DISCUSS DETAIL WITH CONTRACTOR PRIOR TO INSTALLATION 38" 6" (2 EA) 4 LED LIGHT PUCKS INSIDE TOP ASSEMBLY 1/2" 9" 9" 11 GA STAINLESS STEEL TOP, FULLY WELDED 11 GA STEEL PANEL POWDER COATED WHITE STANDARD 5/8 " HOLES FOR ANCHOR BOLTS (ANCHOR BOLTS BY OTHERS) 1/2 " BASE PLATE 14.75"2.38"SEE PAVING DETAILS AS INDICATED IN LAYOUT PLAN AND DETAIL FOR MEDIUM DUTY EXPOSED AGGREGATE CONCRETE CORE INTO CONCRETE, FILL WITH POR-ROK OR EPOXY GROUT, SET RACK LEVEL TO GRADE LIGHT POLE SEE MATERIAL SCHEDULE AND DETAIL 10 12'-11"10'-5"10'-10"SEE DETAIL 14 SEE DETAIL 13 12' 12' MOUNTING HEIGHT DIRECT BURIAL LIGHT POLE BURIAL DEPTH TO BE DETERMINED BY FROST LINE HOLE DRILLED FOR STRING LIGHT INSTALLATION SEE DETAIL 13 3' 3/8 " x 8" STAINLESS STEEL EYE BOLT WITH HEX NUT 1/4 " X 4 " J HOOK TURNBUCKLE 180 ILBS. WORKING LOAD LIMIT TENSION WIRE WIRE CLAMP 10' LIGHT POLE SEE BUILDING FACADE PER ARCHITECTURAL DRAWINGS 1/4 " X 3 1 2 " STAINLESS STEEL SCREW HOOK WIRE CLAMP CAFE STRING LIGHTS PER DETAIL 11 TENSION WIRE SEALANT: HIGH-STRENGTH EPOXY ADHESIVE OR SIMILAR DWG NO:Ithaca ArtHausSite PlanDETAILS DATE: 6/10/2019 L-3.1 SCALE: AS SHOWN REVISION - DATE FAIR WEATHER SITE FURNISHINGS8 NOT TO SCALE NOTES 1. INSTALLATION TO BE COMPLETED WITH MANUFACTURERS SPECIFICATIONS 2. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE 3. CONDUIT AND DRAIN TUBE BY OTHERS 4. BOLLARDS SPACED PER SITE PLAN. SEE MATERIALS SCHEDULE PARK AND FACILITIES BIKE RACK DETAIL9NOT TO SCALE NOTES 1. SEE MATERIALS SCHEDULE. 2. DIMENSIONS PER MANUFACTURER. STERLING STRING LIGHT DETAIL11NOT TO SCALE STERLING SRING LIGHT LAYOUT12NOT TO SCALE NOTES 1. SEE LAYOUT PLAN L-1.0 DAMBAR LIGHTING10 NOT TO SCALE STRING LIGHT DETAIL - ATTACHMENT TO LIGHT POLE13NOT TO SCALE STERLING STRING LIGHT DETAIL - ATTACHMENT TO BUILDING14NOT TO SCALE PT 15 DIRECT BURIAL POLE B-10-DL LED DOWNLIGHT BOLLARD 110 South Albany StreetIthaca, New York 14850607.277.1118www.taitem.comThe Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:DATE:6/5/2019 12:05:38 PMC:\Users\Taitem\Documents\Vecino Ithaca Athaus MEPS Central 2019_Yossi.rvtNOTES AND LEGENDS00118260YBIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK06/10/2019FINISHED FLOOR ELEVATIONF.F.E.ON CENTERSCHEDULESAW CUT JOINTSECTIONSLAB ON GRADESPACINGSTANDARDTOPTYPICALDETAILTOP OF STEELUNLESS OTHERWISE NOTEDBOTTOMBOTTOM 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- 2015 NYS UNIFORM CODE AND 2017 UNIFORM CODE SUPPLEMENT, ASCE 7-10BUILDING OCCUPANCY CATEGORYIITERRAIN/EXPOSURE CATEGORYC2.SNOW LOADS:ROOF:UNIFORM GROUND SNOW LOAD (Pg) .......................40PSFUNIFORM FLAT ROOF SNOW LOAD (Pf)..................30.8PSFDRIFT SNOW LOAD @ PARAPET (ADDITIONAL).......44 PSF TO 0 PSF OVER 10 FTSNOW LOAD EXPOSURE FACTOR (Ce).........1.0THERMAL FACTOR (Ct)....................................1.1IMPORTANCE FACTOR (Is)..............................1.03. LIVE LOADS:ROOF:UNIFORM LIVE LOAD.............................................20PSF2ND - 5TH FLOORS:UNIFORM LIVE LOAD DWELLING UNITS.............40PSFUNIFORM LIVE LOAD CORRIDORS......................80PSFGROUND FLOOR:UNIFORM LIVE LOAD.............................................100PSF4. SEISMIC LOADS:SITE CLASS........................................................................................ESHORT PERIOD DESIGN ACCELERATION (Sds).................0.209gONE-SECOND DESIGN ACCELERATION (Sd1)...................0.131gSHORT PERIOD MAPPED SPECTRAL RESPONSE (Ss).....0.126gONE-SECOND MAPPED SPECTRAL RESPONSE (S1)........0.056gSEISMIC DESIGN CATEGORY.......................................................BIMPORTANCE FACTOR (Ie)...........................................................1.0ANALYSIS PROCEDURE......................EQUIVALENT LATERAL FORCE PROCEDURESEISMIC DESIGN BASE SHEAR (V).........................................0.047WLATERAL FORCE RESISTING SYSTEM:- ASCE TABLE 12.2-1: SYSTEM F1- SHEAR WALL-FRAME WITH ORDINARY REINFORCED CONCRETE MOMENT FRAMES AND ORDINARY REINFORCED CONCRETE SHEAR WALLS.RESPONSE MODIFICATION COEF.R = 4.5OVERSTRENGTH FACTOR OMEGA = 2.5DEFLECTION AMPLIFICATION FACTORCd = 4.05. 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 MPHEXPOSURE FACTOR..........................................................CIMPORTANCE FACTOR (Iw)...............................................1.0MEAN ROOF HEIGHT.........................................................55 FEETTOPOGRAPHIC FACTOR (Kzt)..........................................1.0WALL:AVERAGE PRESSURE (ASD)......................................18 PSFROOF END ZONE:PRESSURE (ASD)........................................................-24 PSFROOF INTERIOR ZONE:PRESSURE (ASD).........................................................-17 PSFSIDE WALLS:PRESSURE (ASD).........................................................-10 PSF6. 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.DRIVEN PILES:MASONRY:1. 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.2. 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.3. ALL REINFORCED CELLS, ALL CELLS BELOW GRADE AND ALL CELLS BELOW FINISH FLOOR SHALL BE GROUTED SOLID.4. 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.5. REINFORCING STEEL SHALL BE SECURED IN PLACE BEFORE GROUTING STARTS.6. SPLICED REINFORCING SHALL BE LAPPED 48 BAR DIAMETERS OR24 INCHES, WHICHEVER IS GREATER. SPLICED BARS SHALL BE WIRED TOGETHER.7. 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.8. 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.9. 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".10. GROUTING SHALL BE STOPPED 1-1/2" BELOW THE TOP OF A COURSE SO AS TO FORM A KEY AT THE POUR JOINT.11. GROUTING OF MASONRY BEAMS OVER OPENINGS SHALL BE DONE IN ONE CONTINUOUS OPERATION.12. ALL BOLTS, ANCHORS, ETC., INSERTED IN THE WALLS, SHALL BE GROUTED SOLID INTO POSITION.13. REINFORCED MASONRY HAS BEEN DESIGNED USING VALUES FOR CONSTRUCTION WITH SPECIAL INSPECTION.14. REINFORCED MASONRY WORK SHALL BE SUBJECT TO QUALITY ASSURANCE TESTING AND INSPECTIONS. SEE QUALITY ASSURANCE GENERAL NOTES AND PROJECT SPECIFICATIONS.15. CONCRETE MASONRY UNITS SHALL BE LAID WITH FULL MORTAR BEDDING.16. CONCRETE MASONRY UNITS SHALL BE LAID IN A RUNNING BOND PATTERN.17. 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.18. 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.19. GROUT SHALL BE PLACED BY THE LOW LIFT METHOD; MAXIMUM HEIGHT OF LIFT WITHOUT CLEANING OUT SHALL BE 4 FEET.20. JOINT REINFORCING SHALL BE SPACED AT 16" O.C. VERTICALLY IN ALL MASONRY WALLS.1. PILE DRIVING CONTRACTOR SHALL REVIEW ALL CONTRACT DOCUMENTS PRIOR TO START OF WORK. 2. ALL PILE DRIVING WORK SHALL CONFORM TO CITY OF ITHACA NOISE ORDINANCES.3. PILE DRIVING CONTRACTOR SHALL BE RESPONSIBLE FOR HIRING A PROFESSIONAL ENGINEER (LOAD TEST ENGINEER) LICENSED IN THE STATE OF NEW YORK TO PROVIDE DYNAMIC LOAD TESTING OF PILES.A. LOAD TESTING: ENGAGE A QUALIFIED PROFESSIONAL ENGINEER (LOAD TEST ENGINEER) FOR DYNAMIC MEASUREMENT TESTING AND ANALYSIS (LOAD TESTING). REFER TO DRAWINGS FOR SELECTED PILES FOR TESTING. LOAD TESTING SHALL BE IN ACCORDANCE WITH ASTM D4945 DURING RE-STRIKING. THE PILE LOAD TEST REPORT SHALL BE PREPARED AND SEALED BY THE LOAD TEST ENGINEER AND MUST INCLUDE THE FOLLOWING INFORMATION:a. ALLOWABLE CAPACITY OF THE PILEb. SIZE OF THE PILEc. INITIAL-END-OF-DRIVE SETd. BEGINNING-OF-RE-STRIKING SETe. AS-DRIVEN FACTOR OF SAFETY4. PILE DRIVING CONTRACTOR WILL BE RESPONSIBLE FOR HIRING A LICENSED LAND SURVEYOR TO PROVIDE PILE SURVEYS.A. SURVEY: REGISTERED PROFESSIONAL LAND SURVEYOR OR REGISTERED CIVIL ENGINEER, SHALL ESTABLISH LINES AND LEVELS AND STAKE PILE LOCATIONS.a. AFTER PILES ARE DRIVEN, REGISTERED PROFESSIONAL LAND SURVEYOR OR REGISTERED CIVIL ENGINEER SHALL MAKE FIELD SURVEY OF COMPLETED PILING WORK. SUBMIT DRAWING TO OWNER AND ENGINEER OF RECORD SHOWING ACTUAL PILE LOCATIONS WITH RESPECT TO PLANNED PILE LOCATIONS AND INDICATING PLUMBNESS OF PILES.5. OWNER WILL BE RESPONSIBLE FOR HIRING A GEOTECHNICAL ENGINEER TO PROVIDE PILE INSTALLATION REPORTS.A. REPORTS: SUBMIT A REPORT, FOR EACH PILE, DETAILING DIAMETER OR CROSS SECTION, LENGTH, MAKE AND MODEL OF HAMMER, DRIVING TIME, BLOWS PER MINUTE, NUMBER OF BLOWS PER FOOT IN LAST 5 FEET OF PENETRATION, NUMBER OF BLOWS FOR EACH INCH DURING FINAL 6 INCHOF PENETRATION, AND OTHER PERTINENT INFORMATION.6. IT SHALL BE PILE DRIVING CONTRACTOR’S RESPONSIBILITY TO PROVIDE THE SPECIFIED TYPE OF PILE AND TO INSTALL A SATISFACTORY PILE FOUNDATION.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"#10REV. DESCRIPTION DATE 110 South Albany StreetIthaca, New York 14850607.277.1118www.taitem.comThe Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:DATE:6/5/2019 12:08:23 PMC:\Users\Taitem\Documents\Vecino Ithaca Athaus MEPS Central 2019_Yossi.rvtSCHEDULE OFSPECIAL INSPECTIONSS00218260YBIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK06/10/2019Controlled 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 accessoriesCITEMFirm/Agency # (Qualif.)CodeSection/Ref.StandardScopefrequencySOILS 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 Certification1PE/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.CITEMFirm/Agency # (Qualif.)CodeSection/Ref.StandardScopefrequencyCAST-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.PITEMFirm/Agency # (Qualif.)Code Section/Ref.StandardScopefrequencyWOODWeldingAWS-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.PITEMFirm/Agency # (Qualif.)CodeSection/Ref.StandardScopefrequencySTRUCTURAL 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.PITEMFirm/Agency # (Qualif.)Code Section/Ref.StandardScopefrequencyPRE-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 Certification1PE/SEICC-SMSIIBC Section 1705.4and Chapter 21,ACI-530.1, ASCE 6,and TMS 602-Review test reportsPITEMFirm/Agency # (Qualif.)Code Section/Ref.StandardScopefrequencyMASONRYREV. DESCRIPTION DATE PRECAST CONCRETE COLUMN OR CMU PILASTER BELOWMASONRY FOUNDATION WALLCONCRETE GRADE BEAM (CUT)CONCRETE GRADE BEAM (BELOW)PILE CAP AND PILE(S) BELOWSASAS1S1S4S4S5S5S6S6SJSJS8S8S10S12S12S11S7S7S9SNSMSBSBSCSDSFSGSKSLSRSSSTSWSVSUSXSQSOS2SHSES3S13S13GB-6BGB-1AG B -1 B .2 G B -1 C PC-2PC-2PC-2PC-2PC-2PC-217' - 0"17' - 0"17' - 0"17' - 0"18' - 7 1/2"6' - 6 3/4"18' - 7 1/2"2 5 ' - 4 " 1 5 ' - 9 " 1 8 ' - 8 " 1 8 ' - 8 " 1 8 ' - 8 " 1 4 ' - 5 1 /2 "24' - 5 1/2"35' - 7 1/2"21' - 5 1/2"33' - 3 3/4"10' - 9"14' - 0 1/4"2' - 0"18' - 7 1/2"20' - 11 1/4"16' - 5 1/4"18' - 7 1/2"21' - 6"19' - 1 1/2"24' - 0"5 ' - 0 3 /4 "2' - 8"22' - 8 3/4"24' - 5 1/2"35' - 7 1/2"21' - 5 1/2"33' - 3 3/4"26' - 9 1/4"PC-2GB-5BGB-5BGB-2DGB-2BGB-5BGB-2DGB-5BGB-5BGB-5BGB-6BGB-6BGB-6BGB-6AGB-5BG B -5 B G B -2 D G B -2 D G B -5 BGB-1AG B -6 B GB-6BGB-6BGB-6CGB-1BGB-1AGB-2AGB-1AGB-1A.2GB-2BGB-6BGB-2DGB-2DGB-2DGB-1BGB-2DGB-1BGB-2DGB-2DGB-2CGB-5AGB-2BGB-2DGB-2DGB-2BG B -5 BGB-6BGB-1A.2GB-6BGB-5BGB-1AG B -2 D G B -2 D G B -2 D GB-2DGB-2DGB-2DGB-2DG B -2 D GB-2DG B -2 D GB -2 DGB-2BG B -2 DGB-2DGB-2DGB-2DGB-2DGB-2DGB-5BGB-2DGB-2DGB-5BGB-2DGB-5BGB-6BGB-1AG B -1 C G B -6 BGB-6BGB-6BGB-2DGB-2BGB-2DGB-5BGB-2DGB-2BGB-2DGB-2BG B -5 BGB-2BG B -5 B G B -2 D G B -5 B G B -2 D G B -5 BGB-5BGB-1BGB-2DGB-6BGB-6BGB-1BGB-6BGB-1AGB-6BGB-1AGB-6AGB-6AGB-6BGB-1AGB-6CGB-6BGB-2AGB-2DGB-5BGB-5BGB-6BGB-6BGB-5BG B -6 B GB-5BGB-2DGB-5BGB-6BGB-6BGB-6BGB-6BGB-6AGB-6BG B -1 CGB-5BGB-1A.2G B -2 A SB1SK1S2021S2022S2023S20244S201PC-1GB-1AGB-3AGB-3AGB-1BGB-1A.2GB-1AG B -2 D PILE FOR DYNAMIC TESTINGPILE FOR DYNAMIC TESTINGPILE FOR DYNAMIC TESTINGPILE FOR DYNAMIC TESTINGPILE FOR DYNAMIC TESTING3 ' - 3 3 /4 "11' - 9 1/8"11.00°6' - 6 13/16"14.00°4' - 2 1/2"9' - 9 1/4"9' - 1 1/8"9' - 1 1/2"10' - 0"2' - 7 3/4"6' - 4 1/2"EQEQ6S20112" HDPE -REFER TO CIVIL DRAWINGSDRYWELL -REFER TO CIVIL DRAWINGSDRYWELL -REFER TO CIVIL DRAWINGS12" HDPE -REFER TO CIVIL DRAWINGSGRADE BEAM NOTCHED TO ACCOMODATE PIPE, TYP. - SEE DETAILGB-1A.218' - 7 1/2"11.00°(+/-)4' - 8 9/16"PC-2S2018TYPS2017TYPG B -1 B .2 GB-1AGB-3A1S2015S2012S2011' - 6"1' - 6"1' - 6"9"9"1' - 6"1' - 6"9"9"1' - 6"1' - 6"1' - 6"1' - 6"9"9"1' - 6"1' - 6"1' - 6"1' - 6"1' - 6"1' - 6"1' - 6"1' - 6"1' - 6"1' - 6"1' - 6"1' - 6"9"9"9"9"1' - 6"1' - 6"9"9"9"9"9"9"9"9"9"9"9"9"9"9"9"9"9"9"9"9"12S20213S20212S202Sim1S201Sim1S201Sim1S201Sim1S201Sim3S2012S201TYP1S201Sim1S201Sim1114S201Sim1TYP111S201Sim1113S201SIM13S201SimTYP5S201Sim5S201Sim115S201Sim5S201Sim15S201Sim11' - 6"1' - 6"1' - 6"1' - 6"1' - 6"1' - 6"GB-6B15S20115S201Sim15S201SimTYPICAL REVISIONS TO FOUNDATION PLAN (NOT CLOUDED):1. GRADE BEAMS WIDENED AT LOCATION OF FIRST FLOOR CMU SHEAR WALLS AND ASSOCIATED DETAIL LOCATIONS REVISED.2. DETAIL 9/S201 ADDED TO SHOW THICKENED MAIN FLOOR GRADE BEAM GB-6 WHERE IT INTERSECTS PARKING GRADE, TYPICAL3. NUMBER OF PILES AND PILE CAPS REDUCED.4. GRID LINE S4 SHIFTED NORTH.5. GRID LINE SW SHIFTED EAST6. PERIMETER GRID LINES SHIFTED TO ALIGN NEW CMU PILASTERS WITH EXTERIOR FACE OF CMU WALL.21' - 6"1' - 6"1 ' - 6 " 1 ' - 6 "1' - 6"1' - 6"1' - 6"1' - 6"1' - 6"1' - 6"1' - 6"1' - 6"1' - 6"1' - 6"1' - 6"1' - 6"1' - 6"1' - 6"1' - 6"EQEQEQ1' - 6"1' - 6"1' - 6"1' - 6"1' - 6"1' - 6"3' - 0"1' - 6"PC-11' - 6"1' - 6"1' - 6"1' - 6"1' - 6"1' - 6"1' - 6"1' - 6"1' - 6"1' - 6"1' - 6"EQEQ1' - 6"1' - 6"1' - 6"1' - 6"1' - 6"1' - 1"5"1' - 6"1' - 6"1' - 6"1' - 6"1' - 6"1' - 6"1' - 6"1' - 6"EQEQEQEQ1' - 6"1' - 6"1' - 6"1' - 6"1' - 6"1' - 6"1' - 6"1' - 6"1' - 6"1' - 6"EQEQEQEQ1' - 6"1' - 6"1' - 6"EQEQ1' - 6"1' - 6"1' - 6"1' - 6"3 ' - 0 " 3 ' - 0 "1' - 6"1' - 6"EQEQEQEQ1 ' - 6 "GB-2D1 ' - 6 "EQEQEQEQEQEQ1' - 6"EQEQ3' - 0"1' - 6"3' - 0"1' - 6"3' - 0"1' - 6"E Q E Q E Q E QGB-2AE Q E Q1' - 6"1' - 6"EQEQ1' - 6"1' - 6"EQEQ1' - 6"EQEQE Q E Q EQEQ9S2019S201Sim9S201Sim9S201Sim6S201Sim9S201Sim9S201Sim9S201Sim9S201Sim9S201Sim9"EQEQ9S201Sim9S201Sim1' - 6"1' - 6"EQEQEQ2ELEV 1STAIR 3STAIR 2STAIR 1ELEV 213S201SIM6S201SimGRADE BEAM NOTCHED TO ACCOMODATE PIPE - SEE DETAILGB-2DGB-6BGB-6AGB-6AGB-6BPC-16 1/2"2 4 ' - 5 1 /8 "2BENT LONGITUDINAL BARS TO SIDES, 20" LONG HOOKSTOP BARSLONGITUDINAL BARS2"L/4END STIRRUPSL/2MIDDLE STIRRUPS2"BOTTOM BARSL/4END STIRRUPSLPILE CAP OR INTERSECTING GRADE BEAMPILE CAP OR INTERSECTING GRADE BEAMCONT. BEAM WHERE IT OCCURS110 South Albany StreetIthaca, New York 14850607.277.1118www.taitem.comThe Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:DATE:10/15/2019 12:17:44 PMP:\Design\R-Z\Vecino Ithaca Arthaus - 18738\3. Drawings\Structural\Current Revit\Arthaus_Struc.rvtFOUNDATION PLANS10118260DMIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK06/10/2019PILE CAP SCHEDULETYPEMARKDESCRIPTION WIDTH LENGTH THICKNESSPILETYPEB.O. CAPELEVATION(PROJECT)B.O. CAPELEVATION(SURVEY)NOTESPC-1 PILE CAP - 1 PILE4' - 0" 4' - 0" 3' - 0" HP12X53 -5' - 0" 384.5PC-2 PILE CAP - 2 PILE7' - 6" 4' - 0" 3' - 0" HP12X53 -5' - 0" 384.5FOUNDATION PLAN LEGENDGRADE BEAM SCHEDULETYPEMARKWIDTH HEIGHTB.O. BEAMELEVATION(PROJECT)B.O. BEAMELEVATION(SURVEY)TOPREINFORCEMENTBOTTOMREINFORCEMENTSTIRRUPSLONGITUDINALREINFORCEMENTCOMMENTSENDSTIRRUPS (1/4OF SPAN)MIDDLE STIRRUPS(Throughout where endstirrups are not specified)GB-1A 1' - 6" 3' - 0" -3' - 6" 386.0(3) #6(6) #6 #4 @ 9" #4 @ 18"(2) #5 EA. FACEGB-1A.2 1' - 6" 3' - 0" -3' - 6" 386.0(3) #6(6) #6#4 @ 9"(6) #6 EA. FACEGB-1B 1' - 6" 3' - 0" -3' - 6" 386.0(6) #6(6) #6 #4 @ 9" #4 @ 18"(2) #5 EA. FACEGB-1B.2 1' - 6" 3' - 0" -3' - 6" 386.0(6) #6(6) #6#4 @ 4"(4) #6 EA. FACEGB-1C 1' - 6" 3' - 0" -3' - 6" 386.0(6) #6(10) #6 #4 @ 9" #4 @ 18"(2) #5 EA. FACEGB-2A 1' - 6" 2' - 6" -5' - 0" 384.5(3) #6(6) #6 #4 @ 9" #4 @ 18"(2) #5 EA. FACEGB-2B 1' - 6" 2' - 6" -5' - 0" 384.5(6) #6(6) #6 #4 @ 9" #4 @ 18"(2) #5 EA. FACEGB-2C 1' - 6" 2' - 6" -5' - 0" 384.5(6) #6(10) #6 #4 @ 9" #4 @ 18"(2) #5 EA. FACEGB-2D 1' - 6" 2' - 6" -5' - 0" 384.5(3) #6(10) #6 #4 @ 9" #4 @ 18"(2) #5 EA. FACEGB-3A 1' - 2" 2' - 0" -2' - 6" 387.0(2) #6(5) #6 #4 @ 9" #4 @ 18"(2) #5 EA. FACEGB-5A 3' - 0" 2' - 6" -5' - 0" 384.5(9) #6(10) #6 #4 @ 9" #4 @ 18"(2) #5 EA. FACEGB-5B 3' - 0" 2' - 6" -5' - 0" 384.5(4) #6(10) #7 #4 @ 9" #4 @ 18"(2) #5 EA. FACEGB-6A 3' - 0" 3' - 0" -3' - 6" 386.0(6) #6(6) #6 #4 @ 9" #4 @ 18"(2) #5 EA. FACEGB-6B 3' - 0" 3' - 0" -3' - 6" 386.0(6) #6(12) #7 #4 @ 9" #4 @ 18"(2) #5 EA. FACEGB-6C 3' - 0" 3' - 0" -3' - 6" 386.0(9) #6(12) #7 #4 @ 9" #4 @ 18"(2) #5 EA. FACEFOUNDATION PLAN GENERAL NOTESSITE PREPARATION AND EXCAVATION1. CLEAR, GRUB, AND STRIP TOPSOIL AND REMOVE SIGNIFICANT ROOT STRUCTURES WITHIN NEW EXTERIOR CONSTRUCTION AREAS. REMOVEANY REMNANTS OF EXISTING STRUCTURES ENCOUNTERED FROM WITHIN THE NEW CONSTRUCTION AREA. ALL EXCAVATIONS TO REMOVEREMNANTS OF STUCTURAL FILL FROM WITHIN THE BUILDING FOOTPRINT SHALL BE BACKFILLED WITH COMPACTED STRUCTURAL FILL. THESTUCTURAL FILL SHOULD CONFORM TO NYSDOT SPECIFICATION 304.14 AND 733.0404 SUBBASE COURSE, TYPE 4 AND BE COMPACTED TO98% 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 THEEXCAVATION. OPERATIONS SHALL CONFORM TO APPLICABEL ENVIRONMENTAL REGULATIONS.GENERAL NOTES1. CONTRACTOR SHOULD FAMILIARIZE THEMSELVES WITH THE SUBSURFACE INVESTIGATION REPORT LOCATED IN THE SPECIFICATIONSPRIOR TO START OF WORK.2. PILE DRIVING CONTRACTOR IS RESPONSIBLE FOR DYNAMIC TESTING AND PILE SURVEY. REFER TO SPECIFICATIONS.3. PERFORM DYNAMIC TESTING AT THE FOLLOWING GRID LOCATIONS: SA/S1, SA/S13, SM/S8, SJ/S13. ALSO, AT ELEVATOR PC-M4, TEST ATLEAST (1) PILE AT EA. LOCATION.4. ALL COMPACTED STRUCTURAL FILL SHALL CONFORM TO NYSDOT SPECIFICATION 304.14 AND 733.0404 SUBBASE COURSE, TYPE 4 AND BECOMPACTED TO 93% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY 1/8" = 1'-0"1FOUNDATION PLANPILE SCHEDULETYPE COUNTCAP/GRADE BEAMEMBEDMENTDEPTH ALLOWABLE CAPACITYHP12X53 1826"+/- 100'-0" (TO BEDROCK) 240K (120 TONS)PC-M1 FOUNDATION MAT - STAIR 1 / ELEVATOR #23' - 0" HP12X53 -8' - 0" 381.5REFER TO DETAIL FOR DIMENSIONSPC-M2 FOUNDATION MAT - STAIR 23' - 0" HP12X53 -5' - 0" 384.5REFER TO DETAIL FOR DIMENSIONSPC-M3 FOUNDATION MAT - STAIR 33' - 0" HP12X53 -5' - 0" 384.5REFER TO DETAIL FOR DIMENSIONSPC-M4 FOUNDATION MAT - ELEVATOR #13' - 0" HP12X53 -8' - 0" 381.5REFER TO DETAIL FOR DIMENSIONS*1222REV. DESCRIPTION DATE1 ADDENDUM #2 07/15/20192 ADDENDUM #4 10/15/2019N.T.S.3TYPICAL GRADE BEAM REINFORCING DIAGRAM2RFI 48 - Precast Column DetailRFI 48RFI 21RFI 20RFI 19RFI 42Rebar StirrupsRFI 43 #5 @ 8"(T) x 10'-0"#5 @ 8"(B)#5 @ 1 2"(B )#5 @ 7"(T) x 10'-0"#5 @ 14"(T)#5 @ 12"(B)#5 @ 14"(B)#5 @ 8"(B)#5 @ 16"(T)x 11'-8"#5 @ 12"(T) x 16'-0"#4 @ 12"(T)#4 @ 12"(T)#4 @ 12"(T)#4 @ 12"(T)x 6'-6"#4 @ 12"(T)#4 @ 12"(B)#4 @ 12"(T)#5 @ 12"(T)x 8'-4"#5 @ 12"(T)#5 @ 12"(T) x 10'-0"#4 @ 12"(T)#4 @12"(T)#5 @ 12"(T)#5 @ 12"(B)#5 @ 12"(B)#4 @ 12"(T)x 4'-10"#4 @ 12"(T)#5 @ 12"(T)x 8'-2"#4 @12"(T)#5 @ 12"(T)#5 @ 12"(T) x 10'-0"#5 @ 12"(T) x 16'-0"#5 @ 12"(B)#5 @ 12"(B)#5 @ 12"(T)#5 @ 12"(T)#5 @ 12"(T) x 16'-0"#5 @ 12"(T)#5 @ 8"(B)#5 @ 12"(B)#5 @ 12"(B)#5 @ 12"(B)#5 @ 8"(T) x 10'-0"#5 @ 12"(T) x 10'-0"#5 @ 12"(T)#5 @ 12"(T) x 16'-0"#5 @ 12"(T)#5 @ 8"(B)#5 @ 12"(B)#5 @ 12"(B)#5 @ 12"(B)#5 @ 12"(T)#5 @ 8"(T) x 10'-0"#5 @ 12"(T) x 10'-0"#5 @ 12"(T)x 10'-0"#5 @ 12"(T)#5 @ 12"(T) x 16'-0"#5 @ 12"(T)#5 @ 12"(T)#5 @ 8"(T) x10'-0"#5 @ 12"(T) x 16'-0"#4 @ 12"(T)#4 @ 12"(T)#5 @ 16"(T)#5 @ 16"(T)#5 @ 16"(T)#5 @ 16"(T)#5 @ 16"(T)x 6'-6"#5 @ 12"(T)#5 @ 8"(B)#5 @ 12"(B)#5 @ 12"(B)#5 @ 12"(B)#5 @ 12"(B)#5 @ 12"(B)#5 @ 8"(T) x 11'-0"#5 @ 12"(T)#5 @ 12"(T)#5 @ 6 "(T ) x 1 1 '-0 " #5 @ 1 2 "(T ) #5 @ 1 2 "(T ) #5 @ 1 2 "(T )#5 @ 1 2"(B ) #5 @ 1 2 "(T )#5 @ 12"(T) x 11'-0"#5 @ 12"(T) x 11'-0"#5 @ 12"(T)#5 @ 12"(T)#5 @ 12"(T) x 11'-0"#5 @ 8 "(T ) x 1 1 '-0 "#5 @ 1 2 "(T ) #5 @ 1 2 "(T )#5 @ 12"(B)#5 @ 12"(B)#5 @ 12"(B)#5 @ 1 2"(B ) #5 @ 1 2"(B )#5 @ 12"(B)#5 @ 12"(T)#5 @ 8"(T) x 10'-0"#5 @ 8"(B) x 10'-0"SASAS1S1S4S4S5S5S6S6SJSJS8S8S10S12S12S11S7S7S9SNSMSBSBSCSDSFSGSKSLSRSSSTSWSVSUSXSQSOS2SHSES317' - 0"17' - 0"17' - 0"17' - 0"18' - 7 1/2"6' - 6 3/4"18' - 7 1/2"2 5 ' - 4 " 1 5 ' - 9 " 1 8 ' - 8 " 1 8 ' - 8 " 1 8 ' - 8 " 1 4 ' - 5 1 /2 "24' - 5 1/2"35' - 7 1/2"21' - 5 1/2"33' - 3 3/4"10' - 9"14' - 0 1/4"2' - 0"18' - 7 1/2"20' - 11 1/4"16' - 5 1/4"18' - 7 1/2"21' - 6"19' - 1 1/2"24' - 0"5 ' - 0 3 /4 "2' - 8"S13S1313' - 6 1/4"5' - 11"22' - 8 3/4"24' - 5 1/2"35' - 7 1/2"21' - 5 1/2"33' - 3 3/4"26' - 9 1/4"SB1SK1#4 @ 12"(B)#4 @ 12"(B)4' - 3"4' - 2"4' - 0"4' - 0"2' - 3"2' - 8"3' - 2"4' - 8"7' - 10"7' - 10"4' - 10"2' - 0"1' - 10"2' - 0"1' - 4"1' - 4"5' - 2"7' - 10"6' - 10"4' - 3"3' - 8"4' - 3"6' - 4"4' - 3"6' - 4"4' - 5"5' - 2"2' - 6"4' - 0"4' - 0"5' - 0"5' - 0"4' - 0"1' - 0"2' - 6"#4 @ 12"(B)#5 @ 16"(B)4' - 0"3' - 6"6 ' - 0 " 6 ' - 0 " 6 ' - 4 " 6 ' - 8 " 3 ' - 6 "4' - 0"4' - 4"5' - 2"4' - 0"4' - 0"5' - 2"4' - 4"5 ' - 8 "4S2014' - 10"4' - 4"4' - 2"4' - 4"4' - 3"3' - 6"4" SLAB ON GRADE OVER #2 CRUSHED STONE, REINFORCED WITH W.W.M. 6X6, W2.0 X W2.04" SLAB ON GRADE OVER #2 CRUSHED STONE, REINFORCED WITH W.W.M. 6X6, W2.0 X W2.06 ' - 6 "4" SLAB ON GRADE OVER #2 CRUSHED STONE, REINFORCED WITH W.W.M. 6X6, W2.0 X W2.014' - 4 3/4" 5' - 10 3/4" 10' - 9 1/4"13' - 7 3/4"5' - 0"11' - 8"6' - 8 7/8"3' - 4 57/256"4' - 7 231/256"7' - 11" 1' - 8" 6' - 9 1/2"6' - 2 75/128"4' - 2 53/128"5' - 11 1/2"5' - 6 1/16"1' - 11 13/16"8' - 0 1/8"5' - 10" 3' - 4 3/4"5' - 6 1/4"3' - 1 5/8"4' - 5 1/2"2' - 6 101/128"4' - 4 191/256"1' - 9 215/256"8' - 5 7/8"1' - 10 57/256"4' - 4 231/256"13' - 7 3/4" 4' - 4"12' - 4"7' - 9 7/8"3' - 0 57/256"4' - 7 231/256"2' - 3 23/64"2' - 7 49/64"3' - 4 13/16"1' - 8"5' - 6 1/16"2' - 11"2' - 11" 10' - 2 5/8"4' - 0"3' - 3"5' - 10" 9' - 1 1/2" 8' - 9 3/4"13' - 7 3/4" 4' - 4"12' - 4"13' - 7 3/4"5' - 6"11' - 2"5' - 10" 9' - 9 1/2" 8' - 1 3/4"6' - 6 7/8"1' - 1 57/256"5' - 1 231/256"5' - 9 7/8"2' - 6 57/256"4' - 5 231/256"8' - 0 3/8"1' - 7 57/256"4' - 7 231/256"10' - 11 189/256" 5' - 6 3/256"2' - 10" 11' - 5"24' - 9 1/2"5' - 6 1/4"5' - 10" 8' - 1 1/2" 7' - 9 3/4"7' - 7 115/128"6' - 3 77/128"6' - 3 1/8" 6' - 6 7/8"7' - 11" 9' - 5 7/8"7' - 8 3/8"1' - 7 57/256"4' - 7 231/256"5' - 10 3/4" 8' - 7 1/2" 7' - 3"1' - 5 99/128"2' - 11 37/64"4' - 9 231/256"6' - 8 13/128"2' - 7 19/128"2' - 5 3/4"9 1/8"7' - 7 1/8" 8' - 5 5/8"3' - 4 7/8" 7' - 7 1/4"6' - 6" 6' - 11 175/256"2' - 2 47/256"3' - 0 81/256" 11' - 4 1/4"2' - 7 1/2"2' - 8 51/64"4' - 7 45/64"8' - 1 1/2"2' - 7 1/2"16' - 4 1/2"3 ' - 6 4 1 /6 4 "5' - 2"1 2 ' - 6 7 /8 " 2 ' - 1 0 1 0 1 /2 5 6 " 7 ' - 7 1 8 7 /2 5 6 "5' - 10 1/2"2' - 8 43/256"5' - 7 149/256"7' - 2 125/128"6' - 11 35/128"1 4 ' - 2 " 1 3 ' - 7 8 3 /1 2 8 " 1 1 ' - 7 7 /8 " 1 1 7 /8 " 4 ' - 1 2 0 3 /2 5 6 " 3 ' - 9 1 8 5 /2 5 6 " 5 ' - 0 7 5 /2 5 6 "9' - 5 23/32"2' - 1 23/256"7' - 10 113/256"#5 @ 12"(B)5' - 10 69/128"2' - 2 123/128"8' - 3"8' - 10 211/256"7' - 5 173/256"3' - 5 51/128"9' - 8 109/128"6" REINFORCED CONCRETE SLAB 6" REINFORCED CONCRETE SLABFFE 389.5FFE 389.5FFE 389.5FFE 389.5FFE 389.5ASPHALT PARKINGELEVATOR PIT - SEE FOUNDATION PLAN10" CMU WALLS - REFER TO ARCHITECTURAL DRAWINGS10" CMU WALLS - REFER TO ARCHITECTURAL DRAWINGS10" CMU WALL - REFER TO ARCHITECTURAL DRAWINGS8" CMU WALLS - REFER TO ARCHITECTURAL DRAWINGS10" CMU WALLS - REFER TO ARCHITECTURAL DRAWINGS10" CMU WALLS - REFER TO ARCHITECTURAL DRAWINGS10" CMU WALLS - REFER TO ARCHITECTURAL DRAWINGS10" CMU WALLS - REFER TO ARCHITECTURAL DRAWINGS10" CMU WALLS - REFER TO ARCHITECTURAL DRAWINGS3' - 4 3/4"13' - 0"1' - 10 1/2"8' - 11 3/8"9' - 0 1/4"1S2015S2012S2012' - 2 47/256"3' - 0 81/256" 11' - 4 1/4" 3 ' - 3 3 /4 "12S20213S2023S201111117' - 10"7' - 10"7' - 10"7' - 10"11111111111114' - 4"11111114S20214S20214S2021115S201Sim5S201Sim4S201Sim1115S201Sim11S201Sim11S201Sim11S201Sim1S201Sim11S201Sim12S201TYP5S201Sim1CL-PC1PCL-PL4PCL-PL3PCL-PC1PCL-PC2PCL-PC2PCL-PC2PCL-PC1PCL-PC2PCL-PC2PCL-PC2PCL-PL3PCL-PL2PCL-PL2PCL-PL2PCL-PL2PCL-PL1CL-PL2PCL-PL2PCL-PL4PCL-PL3PCL-PL3PCL-PL2PCL-PL4PCL-PL2PCL-PL3PCL-PL3PCL-PL2PCL-PL2PCL-PL2PCL-PL3CL-PL2CL-PL2CL-PL2CL-PL3CL-PL2CL-PL2CL-PL2CL-PL2CL-PL2CL-PL2CL-PL2CL-PL3CL-PL2CL-PL2CL-PL2CL-PL2CL-PL2CL-PL2CL-PC1PCL-PC2PCL-PR1CL-PR1CL-PR2CL-PR2CL-PR1CL-PR2CL-PR2CL-PR1CL-PR3CL-PR3CL-PR3CL-PL2CL-PC3CL-PC3CL-PC3CL-PC3CL-PC3CL-PC3CL-PC3CL-PC35"5"5"5"5"5"5"5"CL-PL215S201TYPICAL REVISIONS, THIS SHEET (NOT CLOUDED):1. FIRST FLOOR COLUMNS REVISED TO PRECAST CONCRETE AND CMU PILASTERS AS SHOWN IN STRUCTURAL COLUMN SCHEDULE. 2. 8" CMU WALLS AT PERIMETER REVISED TO 10" CMU SHEAR WALLS. NEW 10" CMU SHEAR WALLS ADDED AT BUILDING PERIMETER AND AT INTERIOR.3. GRID LINE S4 SHIFTED NORTH. 4. GRID LINE SW SHIFTED EAST5. PERIMETER GRID LINES SHIFTED TO ALIGN NEW CMU PILASTERS WITH EXTERIOR FACE OF CMU WALL.6. SLAB REINFORCING REVISED BETWEEN GRIDLINES S5 AND S2.2ELEVATOR PIT - SEE FOUNDATION PLAN5"5"EQEQ5"5"5"5"5"9S201384.57' - 10"7' - 10"7' - 10"MH-328 ' - 7 1 /8 " 8 ' - 4 7 /8 " 8 ' - 4 "11"1' - 3"9' - 7 7/8"10"10"10"1' - 11 7/8"8' - 6"6' - 6 1/8"333PRECAST COLUMN OR CMU PILASTER ABOVEMASONRY WALL ABOVECONCRETE GRADE BEAM BELOWRE-BAR (TOP) - SIZE / SPACING / LENGTHRE-BAR (BOTTOM) - SIZE / SPACING / LENGTHVERT. REINF.STIRRUPS8 BARS2"PILE CAP/GRADE BEAM REINF. NOT SHOWNVERT. REINF. PROVIDE STANDARD HOOK AT BOTTOM. TIE HOOK TO PILE CAP OR GRADE BEAM BOTTOM BARS.2"ELEV. = 389'-0"110 South Albany StreetIthaca, New York 14850607.277.1118www.taitem.comThe Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:DATE:2/3/2020 8:34:44 AMP:\Design\R-Z\Vecino Ithaca Arthaus - 18738\3. Drawings\Structural\2019.10.15 REVIT and PDF_ADD #4\Arthaus_Struc_11.6.1_Addendum_4.rvtFIRST FLOOR SLAB PLANS101.118260DMIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK06/10/2019 1/8" = 1'-0"1FIRST FLOOR SLAB PLANFIRST FLOOR SLAB PLAN LEGENDSTRUCTURAL COLUMN SCHEDULETYPEMARKWIDTH LENGTHVERTICALREINFORCEMENTTOP AND BOTTOMSTIRRUPSMIDDLE STIRRUPS COMMENTSCL-PC1P 1' - 4" 1' - 4" PRECASTPRECASTPRECASTPRECAST AT PARKINGCL-PC2P 1' - 4" 1' - 8" PRECASTPRECASTPRECASTPRECAST AT PARKINGCL-PC3 1' - 4" 1' - 8" PRECASTPRECASTPRECASTPRECAST AT HABITABLE SPACECL-PL1 2' - 0" 2' - 0" (8) #6#3 @ 12" O.C. #3 @ 12" O.C. CMU PILASTER AT HABITABLE SPACECL-PL2 1' - 4" 1' - 4" (4) #6#3 @ 12" O.C. #3 @ 12" O.C. CMU PILASTER AT HABITABLE SPACECL-PL2P 1' - 4" 1' - 4" (4) #6#3 @ 12" O.C. #3 @ 12" O.C. CMU PILASTER AT PARKINGCL-PL3 1' - 4" 1' - 4" (10) #6#3 @ 12" O.C. #3 @ 12" O.C. CMU PILASTER AT HABITABLE SPACECL-PL3P 1' - 4" 1' - 4" (10) #6#3 @ 12" O.C. #3 @ 12" O.C. CMU PILASTER AT PARKINGCL-PL4P 1' - 4" 1' - 4" (14) #6#3 @ 12" O.C. #3 @ 12" O.C. CMU PILASTER AT PARKINGCL-PR1 1' - 4" 1' - 4" (8) #7#4 @ 8" O.C. #4 @ 12" O.C. POURED PIER FOR PRECAST COL, 1'-6" HIGHCL-PR2 1' - 4" 1' - 8" (8) #7#4 @ 8" O.C. #4 @ 8" O.C. POURED PIER FOR PRECAST COL, 1-6" HIGHCL-PR3 1' - 4" 1' - 8" (8) #7#4 @ 8" O.C. #4 @ 8" O.C. POURED PIER FOR PRECAST COL, 2'-0" HIGH 3/4" = 1'-0"3SQUARE COLUMN REINFORCING DETAILS22REV. DESCRIPTION DATE1 ADDENDUM #2 07/15/20192 ADDENDUM #4 10/15/20193 SI #1 02/07/2020N.T.S.2TYPICAL COLUMN PIER REINFORCING DIAGRAM21. ALL MASONRY WALLS SHOWN ON THIS PLAN ARE SHEAR WALLS.2. WHERE SLAB IS POURED AROUND PRE-CAST CONCRETE COLUMN, PFOVIDE (2) #5 X 5'-0" LONG DIAGONAL BARS AT ALL FOUR CORNERS OF COLUMN.S101.1 GENERAL NOTES32RFI 69 - Missing CMU DimensionsRFI 69RFI #66 - Rebar Field ChangesRFI 66Anchor Bolts at SE/S5: See SketchRFI 67RFI 70 - Concrete Fix for Pilasters: CL S6 -See SketchRFI 70RFI 48 - Precast Column DetailRFI 48CMU Door & Window OpeningRFI 55RFI 65 Layout ClarificationRFI 65RFI 34RFI #33 - Pilaster Reinforcing RevisionsRFI 33RFI 25 - CMU Finish ClarificationRFI 25RFI 24RFI 24 MASONRY WALL BELOWPRECAST CONCRETE BEAM BELOWPRECAST CONCRETE COLUMN OR CMU PILASTER BELOWSASAS1S1S4S4S5S5S6S6SJSJS8S8S10S12S11S7S7S9SNSMSBSBSCSDSFSGSKSLSRSSSTSWSVSUSXSQSOS2SHSES3S1312" DEEP CONCRETE PLANK W/ 3" TOPPING SLAB12" DEEP CONCRETE PLANK W/ 3" TOPPING SLAB12" DEEP CONCRETE PLANK W/ 3" TOPPING SLABCB1CB1CB1CB1CB1CB1C B 1 C B 1 CB1ELEV 1STAIR 3STAIR 2STAIR 117' - 0"17' - 0"17' - 0"17' - 0"18' - 7 1/2"6' - 6 3/4"18' - 7 1/2"2 5 ' - 4 " 1 5 ' - 9 " 1 8 ' - 8 " 1 8 ' - 8 " 1 8 ' - 8 " 1 4 ' - 5 1 /2 "24' - 5 1/2"35' - 7 1/2"21' - 5 1/2"33' - 3 3/4"10' - 9"14' - 0 1/4"2' - 0"18' - 7 1/2"20' - 11 1/4"16' - 5 1/4"18' - 7 1/2"21' - 6"19' - 1 1/2"24' - 0"5 ' - 0 3 /4 "2' - 8"26' - 2 3/4"24' - 9 1/4"35' - 7 1/2"22' - 8 3/4"24' - 5 1/2"35' - 7 1/2"21' - 5 1/2"33' - 3 3/4"26' - 9 1/4"12" DEEP CONCRETE PLANK W/ 3" TOPPING SLABCB1CB1CB1CB1CB1SB14' - 11 1/2"CB1SK15' - 0"3S2032S2031S20310S203CB1CB1CB11' - 6 3/4"12" DEEP CONCRETE PLANK W/ 2" TOPPING SLAB12" DEEP CONCRETE PLANK W/ 3" TOPPING SLAB12" DEEP CONCRETE PLANK W/ 3" TOPPING SLAB2' - 0"2 2 ' - 3 3 /4 "CB1CB1 CB1 C B 1 C B 1 C B 1 C B 1 C B 1 C B 1 CB1CB1CB1C B 1 C B 1 C B 1CB1 CB1TYP1S203Sim2S203Sim1S203Sim1S203Sim3 ' - 3 3 /4 "9' - 11 1/4"18' - 6 3/16" (+/-)20' - 1 5/8" (+/-)9' - 11 1/4"1S203Sim1S203Sim1S203Sim11111S203Sim11S203Sim11S203Sim13S203Sim3S203Sim3S203Sim13S203Sim3S203Sim13S203Sim3S203Sim3S203Sim13S203Sim3S203Sim3S203Sim110S203Sim2S203Sim2S203Sim2S203Sim1112S203Sim1MECHANICAL SHAFT -COORDINATE LOCATION WITH ARCHITECTURAL DRAWINGS1PLUMBING RISER PENETRATION, TYPICAL111CB1CB1CB1CB1CB1CB1CB1CB1CB1CB1CB1CB1CB1CB1 CB1CB1 CB1CB1CB1CB1CB1CB1C B 1 C B 1 C B 1 CL-PC1PCL-PL4PCL-PL3PCL-PC1PCL-PC2PCL-PC2PCL-PC2PCL-PC1PCL-PC2PCL-PC2PCL-PC2PCL-PL3PCL-PL2PCL-PL2PCL-PL2PCL-PL1CL-PL2PCL-PL2PCL-PL4PCL-PL3PCL-PL3PCL-PL2PCL-PL4PCL-PL2PCL-PL3PCL-PL3PCL-PL2PCL-PL2PCL-PL3CL-PL2CL-PL2CL-PL2CL-PL3CL-PL2CL-PL2CL-PL2CL-PL2CL-PL2CL-PL2CL-PL2CL-PL3CL-PL2CL-PL2CL-PL2CL-PL2CL-PL2CL-PL2CL-PC1PCL-PC2PCL-PL2CL-PC3CL-PC3CL-PC3CL-PC3CL-PC3CL-PC3CL-PC3CL-PC3CL-PL2PCL-PL2PTYPICAL REVISIONS, THIS SHEET (NOT CLOUDED):1. PLANK BEAMS REVISED TO PRECAST BEAMS AS SHOWN IN BEAM SCHEDULE. SEE PLAN FOR REVISED LOCATION, SIZE AND NUMBER OF PLANK BEAMS. 2. COLUMNS BELOW PLANK REVISED TO PRECAST CONCRETE AND CMU PILASTERS AS SHOWN IN STRUCTURAL COLUMN SCHEDULE. 3. 2ND FLOOR 2X12 SLEEPERS HAVE BEEN DELETED.4. GRID LINE S4 SHIFTED NORTH.5. GRID LINE SW SHIFTED EAST6. PERIMETER GRID LINES SHIFTED TO ALIGN NEW CMU PILASTERS WITH EXTERIOR FACE OF CMU WALL.25"5"ELEV 22MH-3MH-3MH-2MH-1MH-1MH-1MH-1MH-1MH-4MH-1MH-1MH-1MH-1MH-4REFER TO 9/S203MH-4MH-417' - 11 3/4"MH-1MH-4MH-1MH-1MH-1MH-1MH-1MH-1MH-1MH-1MH-1MH-1MH-1MH-1MH-1MH-1MH-1MH-4MH-4MH-4MH-4MH-11. 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 REINFORCING110 South Albany StreetIthaca, New York 14850607.277.1118www.taitem.comThe Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:DATE:10/15/2019 11:36:09 AMP:\Design\R-Z\Vecino Ithaca Arthaus - 18738\3. Drawings\Structural\2019.10.15 REVIT and PDF_ADD #4\Arthaus_Struc_11.6.1_Addendum_4.rvtSECOND FLOOR PLANS10218260DMIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK06/10/2019SECOND FLOOR PLAN LEGENDCONCRETE BEAM SCHEDULETYPEMARKWIDTH HEIGHTTOPREINFORCEMENTBOTTOMREINFORCEMENTEND STIRRUPS (1/4OF SPAN)MIDDLE STIRRUPS(Throughout where endstirrups are not specified)LONGITUDINALREINFORCEMENTCB1 2' - 4" 2' - 0" PRECASTPRECASTPRECASTPRECASTPRECASTS102 GENERAL NOTES1. ALL EXTERIOR WALLS, CORRIDOR WALLS, AND SHEAR WALLS SHALL BEAR DIRECTLY ON PLANK.2. ALL NON-LOAD BEARING AND INTERIOR PARTITIONS BEAR DIRECTLY ON PLANK.3. FOR BEARING WALL AND SHEAR WALL SILL PLATE ANCHORAGE, SEE "WALL SILL PLATE ANCHORAGE TO PLANK" ONSHEAR WALL KEY PLAN, SHEET S1074. ALL PRE-CAST CONCRETE IS DELEGATED DESIGN. PRE-CAST MANUFACTURER TO PROVIDE ENGINEER STAMPEDDRAWINGS AND CALCULATIONS FOR ALL COLUMNS, BEAMS, AND PLANK. REFER TO PRE-CAST DRAWINGS FOR FINALCOORDINATION AND CONSTRUCTION.2 1/8" = 1'-0"1SECOND FLOOR PLANSTRUCTURAL COLUMN SCHEDULETYPEMARKWIDTH LENGTHVERTICALREINFORCEMENTTOP AND BOTTOMSTIRRUPSMIDDLE STIRRUPS COMMENTSCL-PC1P 1' - 4" 1' - 4" PRECASTPRECASTPRECASTPRECAST AT PARKINGCL-PC2P 1' - 4" 1' - 8" PRECASTPRECASTPRECASTPRECAST AT PARKINGCL-PC3 1' - 4" 1' - 8" PRECASTPRECASTPRECASTPRECAST AT HABITABLE SPACECL-PL1 2' - 0" 2' - 0" (8) #6#3 @ 12" O.C. #3 @ 12" O.C. CMU PILASTER AT HABITABLE SPACECL-PL2 1' - 4" 1' - 4" (4) #6#3 @ 12" O.C. #3 @ 12" O.C. CMU PILASTER AT HABITABLE SPACECL-PL2P 1' - 4" 1' - 4" (4) #6#3 @ 12" O.C. #3 @ 12" O.C. CMU PILASTER AT PARKINGCL-PL3 1' - 4" 1' - 4" (10) #6#3 @ 12" O.C. #3 @ 12" O.C. CMU PILASTER AT HABITABLE SPACECL-PL3P 1' - 4" 1' - 4" (10) #6#3 @ 12" O.C. #3 @ 12" O.C. CMU PILASTER AT PARKINGCL-PL4P 1' - 4" 1' - 4" (14) #6#3 @ 12" O.C. #3 @ 12" O.C. CMU PILASTER AT PARKINGCL-PR1 1' - 4" 1' - 4" (8) #7#4 @ 8" O.C. #4 @ 12" O.C. POURED PIER FOR PRECAST COL, 1'-6" HIGHCL-PR2 1' - 4" 1' - 8" (8) #7#4 @ 8" O.C. #4 @ 8" O.C. POURED PIER FOR PRECAST COL, 1-6" HIGH22REV. DESCRIPTION DATE1 ADDENDUM #2 07/15/20192 ADDENDUM #4 10/15/20192MASONRY HEADER SCHEDULEKey NameMINIMUMHEIGHTTOP AND BOTTOMREINFORCEMENTSTIRRUPSMH-1 28" (2) #5MH-2 36" (4) #6MH-3 38" (6) #6 #3 @ 14" O.C.MH-4 24" (2) #5RFI 48 - Precast Column DetailRFI 48Precast Mechanical Shaft OpeningRFI 49CMU Pilaster Resizing:RFI 40RFI 40 Follow-UpRFI 44CMU Header ClarificationRFI 38 SASAS1S4S5S6SJSJS8S10S12S11S7S9SNSMSBSBSCSDSFSGSKSLSRSSSTSWSVSUSXSQSOS2SHSES3COLUMN BELOW, TYP.17' - 0"17' - 0"17' - 0"17' - 0"18' - 7 1/2"6' - 6 3/4"2' - 0"18' - 7 1/2"2 5 ' - 4 " 1 5 ' - 9 " 1 8 ' - 8 " 1 8 ' - 8 " 1 8 ' - 8 " 1 4 ' - 5 1 /2 "22' - 8 3/4"24' - 5 1/2"35' - 7 1/2"21' - 5 1/2"33' - 3 3/4"10' - 9"14' - 0 1/4"2' - 0"18' - 7 1/2"20' - 11 1/4"16' - 5 1/4"18' - 7 1/2"21' - 6"19' - 1 1/2"24' - 0"5 ' - 0 3 /4 "2' - 8"33' - 3 3/4"24' - 9 1/4"1615171819202122BAZAABBCCDDXWVCDEFYHJKLURSTG12345687121110149MNPQ13S133,744 lbs/lin ft2,052 lbs/lin ft5,403 lbs./lin. ft.4,834 lbs./lin. ft.2,531 lbs./lin. ft.2,060 lbs./lin. ft.2,060 lbs./lin. ft.2,060 lbs./lin. ft.3,806 lbs./lin. ft.920 lbs./lin. ft.920 lbs./lin. ft.2,184 lbs./lin. ft.2,780 lbs./lin. ft.920 lbs./lin. ft.920 lbs./lin. ft.920 lbs./lin. ft.920 lbs./lin. ft.920 lbs./lin. ft.920 lbs./lin. ft.1,144 lbs./lin. ft.1,144 lbs./lin. ft.920 lbs./lin. ft.2,342 lbs./lin. ft.2,716 lbs./lin. ft.920 lbs./lin. ft.920 lbs./lin. ft.920 lbs./lin. ft.920 lbs./lin. ft.2,636 lbs./lin. ft.740 lbs./lin. ft.4,012 lbs./lin. ft.3,744 lbs./lin. ft.740 lbs./lin. ft.740 lbs./lin. ft.4,012 lbs./lin. ft.4,012 lbs./lin. ft.5,102 lbs./lin. ft.5,102 lbs./lin. ft.5,102 lbs./lin. ft.5,102 lbs./lin. ft.3,922 lbs./lin. ft.4,012 lbs./lin. ft.4 ,0 1 2 l b s ./l i n . f t . 3 ,7 4 4 l b s ./l i n . f t . 5 ,1 0 2 l b s ./l i n . f t . 5 ,1 0 2 l b s ./l i n . f t . 5 ,3 3 8 l b s ./l i n . f t . 2 ,7 8 0 l b s ./l i n . f t . 3 ,7 4 4 l b s ./l i n . f t . 4 ,0 1 2 l b s ./l i n . f t . 3 ,7 4 4 l bs ./l i n . f t . 4 ,7 9 0 l b s ./l i n . f t .2,794 lbs./lin. ft.920 lbs./lin. ft.920 lbs./lin. ft.SB1SK1ELEVSTAIR 3STAIR 2STAIR 18.12K8.12K8.12K8.12K8.12K8.12K8.12K8.12K8.12K8.12K8.12K8.12K6.72K6.72K25.0K16.41K9.75K9.75K8.64K8.64KSEISMICT=6.3KC=15.5KSEISMICT=6.8KC=33KSEISMICT=6.3KC=15.5KWINDT=5KC=23.5KSEISMICT=6.8KC=26.4KSEISMICT=6.8KC=26.4KSEISMICT=8KC=24.8KWINDT=3.3KC=18.1KSEISMICT=8KC=24.8KWINDT=4KC=16.8KSEISMICT=5.15KC=21KSEISMICT=5.15KC=21KSEISMICT=10KC=28KWINDT=3.3KC=18.1KWINDT=3.3KC=18.1KWINDT=3.3KC=18.1KWINDT=3.3KC=18.1KWINDT=3.3KC=18.1KWINDT=3.3KC=18.1KWINDT=3.3KC=18.1K12" DEEP CONCRETE PLANK W/ 2" TOPPING SLAB12" DEEP CONCRETE PLANK W/ 2" TOPPING SLAB12" DEEP CONCRETE PLANK W/ 2" TOPPING SLAB12" DEEP CONCRETE PLANK W/ 2" TOPPING SLAB12" DEEP CONCRETE PLANK W/ 2" TOPPING SLAB12" DEEP CONCRETE PLANK W/ 2" TOPPING SLABSEISMICT=10KC=28KWINDT=3.3KC=18.1KWINDT=3.3KC=18.1KWINDT=5.8KC=18.2KWINDT=5.8KC=18.2KSEISMICT=8.6KC=29KSEISMICT=8.6KC=29K15.52KWINDT=4KC=16.8K8.64K8.64K8.64K8.64K8.64K8.64K8.64K8.64K8.64K8.64K5KWINDT=4KC=16.8K15.52KSEISMICT=8KC=30KCOLUMN BELOW, TYP.WINDT=6.15KC=23.8KWINDT=6.15KC=23.8KWINDT=6.15KC=23.8KWINDT=6.15KC=23.8KWINDT=6.15KC=23.8KWINDT=6.15KC=23.8KWINDT=6.15KC=23.8KWINDT=6.15KC=23.8K8.12K8.12K8.12K8.12K8.12K8.12K8.12K8.12K8.12K8.12K8.12K8.12K8.12K8.12K4.91K4.91KWINDT=4KC=16.8KWINDT=6.7KC=27.6KSEISMICT=8KC=27K15.78K4.91K4.91K2.71K2.71KWINDT=7.2KC=29.5KWINDT=7.2KC=29.5KSEISMICT=8KC=30KSEISMICT=9KC=39KSEISMICT=9KC=39KWINDT=5.4KC=24.1KWINDT=5.4KC=24.1KSEISMICT=6KC=37.2KSEISMICT=6KC=37.2KSEISMICT=5KC=18.2KSEISMICT=5KC=18.2KSEISMICT=6KC=28.5KSEISMICT=6KC=28.5KSEISMICT=5.3KC=18.1KSEISMICT=5.3KC=18.1KSEISMICT=6.8KC=33KSEISMICT=8KC=22.5KSEISMICT=8KC=22.5KSEISMICT=7.5KC=40K5K9.32K?WINDT=2.4KC=15.4KWINDT=6.7KC=27.6KSEISMICT=7.5KC=40K8.12K8.12K8.12K8.12K8.12K8.12K8.12K8.12K8.12K8.12K8.12K8.12K8.12K8.12KWINDT=11.94KC=22.6KWINDT=11.94KC=22.6KWINDT=11.94KC=22.6KWINDT=11.94KC=22.6KWINDT=11.94KC=22.6KWINDT=11.94KC=22.6KWINDT=11.94KC=22.6KWINDT=11.94KC=22.6KSEISMICT=6.3KC=15.2KSEISMICT=6.3KC=15.2KWINDT=2.4KC=15.4K22.26K?14.12K23.8K13.36K17.24K23.8K15.8K2.71K2.71K15.32K15.32K7.68K18.43K7.68K3 ' - 3 3 /4 "222TYPICAL REVISIONS, THIS SHEET (NOT CLOUDED):1. PLANK BEAMS REVISED TO PRECAST BEAMS AS SHOWN IN BEAM SCHEDULE. SEE PLAN FOR REVISED LOCATION, SIZE AND NUMBER OF PLANK BEAMS. 2. COLUMNS BELOW PLANK REVISED TO PRECAST CONCRETE AND CMU PILASTERS AS SHOWN IN STRUCTURAL COLUMN SCHEDULE. 3. 2ND FLOOR 2X12 SLEEPERS HAVE BEEN DELETED.4. GRID LINE S4 SHIFTED NORTH.5. GRID LINE SW SHIFTED EAST6. PERIMETER GRID LINES SHIFTED TO ALIGN NEW CMU PILASTERS WITH EXTERIOR FACE OF CMU WALL.2LOAD BEARING WALL ABOVESHEAR WALL ABOVEPRECAST CONCRETE BEAM BELOWPRECAST CONCRETE COLUMN OR CMU PILASTER BELOW110 South Albany StreetIthaca, New York 14850607.277.1118www.taitem.comThe Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:DATE:10/15/2019 11:36:29 AMP:\Design\R-Z\Vecino Ithaca Arthaus - 18738\3. Drawings\Structural\2019.10.15 REVIT and PDF_ADD #4\Arthaus_Struc_11.6.1_Addendum_4.rvtSECOND FLOOR PLANKLOADING PLANS102.118260DMIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK06/10/2019 1/8" = 1'-0"1SECOND FLOOR CONC. PLANK LOADING PLANCONCRETE 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.12REV. DESCRIPTION DATE1 ADDENDUM #2 07/15/20192 ADDENDUM #4 10/15/2019 1615171819202122BAZAABBCCDDXWVCDEFYHJKLURSTGG12345687121110149MNPQ131 3/4x24 LVLLEDGER1 3/4x24 LVL LEDGER1 3/4x24 LVLLEDGER2x12 RIM2x12 RIM2x12 RIM2x12 RIM2x12 RIM2x12 RIM2x12 RIM2 x 1 2 R I M 2 x 1 2 R I M 2 x 1 2 R I M 2x12 RIM1 3/4x24 LVLLEDGER3-H73-H83 -B 3 3-H233-H243-H223-H213-H273-H263-H203 -H 3 3 3 -H 3 4 3 -H 3 5 3 -H 3 6 3-H173 -H 1 63-H183-H143-H133-H113-H103-H93-H123-H153 -H 2 9 3 -H 3 0 3 -H 3 1 3 -H 3 2 3-B13-H13-H23-H33-H63 -H 3 7 3 -H 3 8 3 -H 3 9 3 -H 4 0 3-B23-H53-H43-H193-H283-H253-B43 -H 4 127' - 1 3/4"6' - 6 1/2"27' - 1 3/4"20' - 8 1/2"27' - 1 3/4"6' - 6 1/2"25' - 1 3/4"2' - 0"25' - 1 3/4"6' - 5 1/2"25' - 1 3/4"2' - 0"25' - 6"16' - 11 1/2"16' - 11 1/2"9' - 6 3/4"25' - 1 3/4"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 8 3/4"2 5 ' - 6 " 2 5 ' - 6 " 2 5 ' - 6 " 1 6 ' - 1 1 1 /2 "33' - 5 1/2"16' - 11 1/2"16' - 11 1/2"16' - 11 1/2"16' - 11 1/2"16' - 11 1/2"16' - 11 1/2"16' - 11 1/2"3 3 ' - 5 1 /2 " 2 5 ' - 6 " 2 5 ' - 6 " 9 ' - 8 3 /4 "STAIR LANDING FRAMING @2x81' - 4"@ 2 4 '' F L R T R U S S 2 ' - 0 "@24'' FLR TRUSS2' - 0"@24'' FLR TRUSS2' - 0"@24'' FLR TRUSS2' - 0"@24'' FLR TRUSS2' - 0"@24'' FLR TRUSS2' - 0"@24'' FLR TRUSS2' - 0"@24'' FLR TRUSS2' - 0"@24'' FLR TRUSS2' - 0"@24'' FLR TRUSS2' - 0"@24'' FLR TRUSS2' - 0"@24'' FLR TRUSS2' - 0"@24'' FLR TRUSS2' - 0"@ 2 4 '' F L R T R U S S 2 ' - 0 " @ 2 4 '' F L R T R U S S 2 ' - 0 "@2x81' - 4"@2x81' - 4"@2x8 1 ' - 4 "@(2) 2x81' - 4"@24'' FLR TRUSS2' - 0"SHEARWALL LINE -ALIGN FLOOR TRUSS SHEARWALL LINE -ALIGN FLOOR TRUSS SHEARWALL LINE -ALIGN FLOOR TRUSS SHEARWALL LINE -ALIGN FLOOR TRUSS SHEARWALL LINE -ALIGN FLOOR TRUSS SHEARWALL LINE -ALIGN FLOOR TRUSS SHEARWALL LINE -ALIGN FLOOR TRUSS SHEARWALL LINE -ALIGN FLOOR TRUSS SHEARWALL LINE -ALIGN FLOOR TRUSS SHEARWALL LINE -ALIGN FLOOR TRUSS SHEARWALL LINE -ALIGN FLOOR TRUSS SHEARWALL LINE -ALIGN FLOOR TRUSS 2x12 RIM2x12 RIM2x12 RIM1 3/4x24 LVL LEDGER1 3/4x24 LVL LEDGER1 3/4x24 LVL LEDGER1 3/4x24 LVL LEDGER2x12 RIM2x12 RIM2x12 RIM2x12 RIM2x12 RIM2 x 1 2 R I M 2x12 RIM2 x 1 2 R I M 2 x 1 2 R I M 2x12 RIM2 x 1 2 R I M 2 x 1 2 R I M2x12 RIM2x12 RIM2x12 RIM2x12 RIM2x12 RIM1 3/4x24 LVL LEDGER1 3/4x24 LVL LEDGER1 3/4x24 LVL LEDGER2x12 RIM24'' LADDER TRUSS ON SHEAR WALL24'' LADDER TRUSS ON SHEAR WALL24'' LADDER TRUSS ON SHEAR WALL24'' LADDER TRUSS ON SHEAR WALL24'' LADDER TRUSS ON SHEAR WALL24'' LADDER TRUSS ON SHEAR WALL24'' LADDER TRUSS ON SHEAR WALL24'' LADDER TRUSS ON SHEAR WALL24'' LADDER TRUSS ON SHEAR WALL24'' LADDER TRUSS ON SHEAR WALL24'' LADDER TRUSS ON SHEAR WALL24'' LADDER TRUSS ON SHEAR WALL24'' LADDER TRUSS ON SHEAR WALL24'' LADDER TRUSS ON SHEAR WALL24'' LADDER TRUSS ON SHEAR WALL@ 2 4 '' F L R T R U S S 2 ' -0 " @ 2 4 '' F L R T R U S S 2 ' - 0 "2x8 DRAG STRUT BLOCKING2x12 RIM2x12 RIM(2) 2x8 DRAG STRUT BLOCKING(3) BAYS OF SOLID BLOCKING, 24" O.C.(3) BAYS OF SOLID BLOCKING, 32" O.C.(3) BAYS OF SOLID BLOCKING, 32" O.C.(4) BAYS OF SOLID BLOCKING, 32" O.C.(5) BAYS OF SOLID BLOCKING, 32" O.C.SHEARWALL LINE -ALIGN FLOOR TRUSS @24'' FLR TRUSS2' - 0"3-W13-W1 3-W13-W13-W1B3-W13-W13-W13-W13-W13-W13-W13-W13-W1 3-W13-W1 3-W13-W1 3-W13-W13-W13-W1B3-W1B3-W1B3-W13-W13-W13-W13-W13 -W 1 3 -W 1 3 -W 1 3 -W 1 3 -W 1 3-W13-W13-W13 -W 1 3 -W 1 3 -W 1 3 -W 1 3 -W 1 3 -W 1 3 -W 1 3 -W 1 3-W1B3-W13-W13-W13-W13-W13-W13-W1B3-W1B3-W13-W13-W23-W23-W23 -W 2 3 -W 2 3 -W 2 3-W2B3-W23-W23-W23-W23-W23-W23-W23-W23-W13-W23-W23 -W 2 3 -W 2 3 -W 23-W2B@2x81' - 0"(2) 2x8 DRAG STRUT BLOCKING(3) BAYS OF SOLID BLOCKING 16" O.C.2X8 DRAG STRUT BLOCKINGS202616' - 3"S2026SimS2026Sim119S20312x8 DRAG STRUT BLOCKING(2) BAYS OF SOLID BLOCKING, 32" O.C.(2) BAYS OF SOLID BLOCKING, 32" O.C., EA. SIDE(4) BAYS OF SOLID BLOCKING, 32" O.C.(3) BAYS OF SOLID BLOCKING, 32" O.C.(2) BAYS OF SOLID BLOCKING, 32" O.C.(3) BAYS OF SOLID BLOCKING, 32" O.C.(3) BAYS OF SOLID BLOCKING, 32" O.C.(3) BAYS OF SOLID BLOCKING, 32" O.C.(3) BAYS OF SOLID BLOCKING, 32" O.C.(3) BAYS OF SOLID BLOCKING, 32" O.C.(3) BAYS OF SOLID BLOCKING, 32" O.C.24'' LADDER TRUSS ON SHEAR WALL24'' LADDER TRUSS ON SHEAR WALL24'' LADDER TRUSS ON SHEAR WALL2x8 DRAG STRUT BLOCKING2x8 DRAG STRUT BLOCKING2x 8 D R A G S TR U T BL O C K IN G 2 x 8 D R A G S T R U T B L O C K I N G 1 3 /4 x 2 4 L V L L E D G E R 2 x 1 0 @ 2 4 " O .C . 2 x 8 @ 1 6 " O .C .SHEARWALL LINE -ALIGN FRAMING1 3/4x24 LVL LEDGER1 3/4"x24 LVL LEDGER17S203TYP18S203TYP13S203TYP13S203TYP14S203TYP14S203TYP2222215S203TYP16S203TYP222TYPICAL FRAMING PLAN REVISIONS:1. 24" LADDER TRUSS SUBSTITUTED FOR 1 3/4 X 24" LVL ATOP ALL SHEAR WALLS, TYP. SEE SHEAR WALL KEY PLAN AND DETAILS, SHEETS S107 AND S2042. DRAG STRUT BLOCKING REDUCED OR ELIMINATED AT ALL CORRIDORS - SEE SHEAR WALL KEY PLAN AND SCHEDULE, SHEET S1073. 2X12 RIM SUBSTITUTED FOR 1 3/4" X 24" LVL RIM AT ALL NON-MASONRY EXTERIOR WALLS AND INTERIOR CORRIDORS. SEE REFERENCED DETAILS, THIS SHEET.4. END BAY BLOCKING - REDUCED NUMBER OF BAYS AND LARGER SPACING, TYPICAL.2LOAD BEARING WALL BELOW - SEE ARCH. DWGS. FOR WALL TYPESHEAR WALL BELOW - SEE ARCH. DWGS. FOR WALL TYPEPOST BELOWHEADER OR BEAM HANGER110 South Albany StreetIthaca, New York 14850607.277.1118www.taitem.comThe Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:DATE:10/15/2019 11:36:47 AMP:\Design\R-Z\Vecino Ithaca Arthaus - 18738\3. Drawings\Structural\2019.10.15 REVIT and PDF_ADD #4\Arthaus_Struc_11.6.1_Addendum_4.rvtTHIRD FLOOR FRAMINGPLANS10318260DMIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK06/10/2019 1/8" = 1'-0"1THIRD FLOOR FRAMING PLANTHIRD FLOOR - INTERIOR BEARING WALL HEADER SCHEDULEMARKTYPEDescriptionFLUSH /DROPPEDBEARING3-H1 (3) 2x8DOOR HEADER DROPPED J-33-H2 (3) 2x8DOOR HEADER DROPPED J-33-H3 (3) 2x8DOOR HEADER DROPPED J-33-H4 (3) 2x8DOOR HEADER DROPPED J-33-H5 (3) 2x8DOOR HEADER DROPPED J-33-H6 (3) 2x8DOOR HEADER DROPPED J-33-H7 24'' TRUSS GIRDER CORRIDOR HEADER FLUSH P-4, HG-113-H8 (3) 2x8CORRIDOR HEADER FLUSH P-33-H9 (3) 2x8DOOR HEADER DROPPED J-33-H10 (3) 2x8DOOR HEADER DROPPED J-33-H11 (3) 2x8DOOR HEADER DROPPED J-33-H12 (3) 2x8DOOR HEADER DROPPED J-33-H13 (3) 2x8DOOR HEADER DROPPED J-33-H14 (3) 2x8DOOR HEADER DROPPED J-33-H15 (3) 2x8DOOR HEADER DROPPED J-33-H16 (3) 2x8CORRIDOR HEADER FLUSH P-2 East end, P-3 West end3-H17 (2) 2x8CORRIDOR HEADER FLUSH P-2 North end, P-3 South end3-H18 (3) 2x8DOOR HEADER DROPPED J-33-H19 (3) 2x8DOOR HEADER DROPPED J-33-H20 (2) 2x8CORRIDOR HEADER FLUSH P-33-H21 (3) 2x8DOOR HEADER DROPPED J-33-H22 (3) 2x8DOOR HEADER DROPPED J-33-H23 (3) 2x8DOOR HEADER DROPPED J-33-H24 (3) 2x8DOOR HEADER DROPPED J-33-H25 (3) 2x8DOOR HEADER DROPPED J-33-H26 (3) 2x8DOOR HEADER DROPPED J-33-H27 (3) 2x8DOOR HEADER DROPPED J-33-H28 24" TRUSS GIRDER CORRIDOR HEADER FLUSH P-4, HG-143-H29 (3) 2x8DOOR HEADER DROPPED J-33-H30 (3) 2x8DOOR HEADER DROPPED J-33-H31 (3) 2x8DOOR HEADER DROPPED J-33-H32 (3) 2x8DOOR HEADER DROPPED J-33-H33 24'' TRUSS GIRDER CORRIDOR HEADER FLUSH P-6, HG-133-H34 (3) 2x8DOOR HEADER DROPPED J-33-H35 (3) 2x8DOOR HEADER DROPPED J-33-H36 (3) 2x8DOOR HEADER DROPPED J-33-H37 (3) 2x6HEADER BELOW DROPPED Ends: J-2 JACK, P-1 KING; Midspan: J-5 JACK3-H38 (3)1 3/4x7 1/4 LVL HEADER BELOW DROPPED J-53-H39 (2)1 3/4x7 1/4 LVL HEADER BELOW DROPPED J-4, HG-53-H40 (3)1 3/4x7 1/4 LVL HEADER BELOW DROPPED J-53-H41 (3) 2x8DOOR HEADER DROPPED J-3THIRD FLOOR - BEAM SCHEDULEMARKTYPEFLUSH /DROPPEDBEARINGDEVELOPMENT(EA. SIDE)3-B1 24'' TRUSS GIRDER FLUSH South end: HG-12, North end: P-6, HG-133-B2 24'' TRUSS GIRDER FLUSH P-52' - 0"3-B3 24'' TRUSS GIRDER FLUSH P-61' - 0"3-B4 24'' TRUSS GIRDER FLUSH South end: HG-14, North end: P-4, HG-14GENERAL FRAMING PLAN NOTES1. NOT USED2. TRUSSES SHALL BE JOIST HANGERED TO RIM BOARD WHERE RIM SERVES AS THE HEADER. IN LIEU OF JOIST HANGERS, SEE DETAIL _/S__3. ALL LVL RIMS TO BE 2.0E 3100FB4. 24" 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 "24" LADDER TRUSS ON SHEAR WALL".5. SEE S107, 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.6. INSTALL BLOCKING FOR DRAG STRUTS AS SHOWN. SEE S107, SHEAR WALL KEY PLAN, FOR FURTHER DRAG STRUT INFORMATION AND NAILING.7. 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 S107.8. FASTEN SHEATHING TO END BLOCKING WITH EDGE SPACING PATTERN.9. IF EXTERIOR AND/OR INTERIOR SHEAR WALL SYSTEM IS PANELIZED, ALL PANELS SHALL BE FASTENED PER 12/S20310. TOP PLATES AT INTERSECTING WALLS SHOULD BE SPLICED TO ENSURE PROPER CONNECTION (SHEAR AND BEARING WALLS).BEAM HANGER SCHEDULETYPECAPACITYREQUIREDMANUFACTURER/ MODEL *HG-4 2,700 LBSHG-5 3,338 LBSHG-8 3,000 LBSHG-9 5,000 LBSHG-10 5,600 LBSHG-11 4,500 LBSHG-12 5,700 LBSHG-13 6,500 LBSHG-14 4,050 LBS* SUBMIT FOR REVIEW AND APPROVALPOST SCHEDULETYPE MARKTYPEP-1(1) 2x6P-2(2) 2x6P-3(3) 2x6P-4(4) 2x6P-5(5) 2x6P-6(6) 2x6UPPER FLOORS FRAMING PLAN LEGENDPOST SCHEDULE NOTES1. ALL POSTS ARE KING STUDS, UNLESS OTHERWISE NOTED2. FULLY BLOCK FLOOR CAVITY AT POSTS WITH SAME NUMBER OFSTUDSTHIRD FLOOR - EXTERIOR WALL HEADER SCHEDULETYPEMARKNOMINALOPENINGDESCRIPTIONBEARING (EA. END)COMMENTS3-W1 3'-0" (2) 2X8J-33-W1B 3'-0" (2) 2X8J-2FLOOR FRAMING PARALLEL TO WALL3-W2 6'-0" (2) 1 3/4" X 7.25 LVLJ-53-W2B 6'-0" (2) 1 3/4" X 7.25 LVLJ-3FLOOR FRAMING PARALLEL TO WALLWALL FRAMING SCHEDULEFLOORFRAMINGALL EXTERIOR WOOD FRAMED 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 32" O.C. (THIRD POINTS)2: (2) 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHTINTERIOR LOAD-BEARING WOOD FRAMED WALLS5: 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT4: 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT 32" O.C. (THIRD POINTS)3: (2) 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT2: (2) 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT1JACK SCHEDULETYPE MARKTYPEJ-1(1) 2X6J-2(2) 2X6J-3(3) 2X6J-4(4) 2X6J-5(5) 2X6J-6(6) 2X6JACK SCHEDULE NOTES1.ADD KING STUD AT ALL JACK STUD LOCATIONS2.FULLY BLOCK FLOOR CAVITY AT JACKS WITH SAMENUMBER OF STUDS222222REV. DESCRIPTION DATE1 ADDENDUM #2 07/15/20192 ADDENDUM #4 10/15/2019RFI 101 - Upper Storefront FramingRFI 101RFI 72 - FL3 TrussSubmittalRFI 72RFI 91 - Corridor Joist Clarification - applies to all FloorsRFI 91RFI 57 - Truss BlockingRFI 57RFI 72 - FL 3 Truss SubmittalRFI 72RFI 72 - FL 3 TrussSubmittalRFI 73RFI 72 - FL3 TrussSubmittalRFI 72RFI 51RFI 51RFI 51 1615171819202122BAZAABBCCDDXWVCDEFYHJKLURSTG12345687121110149MNPQ131 3/4x24 LVLLEDGER1 3/4x24 LVL LEDGER1 3/4x24 LVLLEDGER2x12 RIM2x12 RIM2x12 RIM2x12 RIM2x12 RIM2x12 RIM2x12 RIM2 x 1 2 R I M 2 x 1 2 R I M 2 x 1 2 R I M 2x12 RIM1 3/4x24 LVLLEDGER4-H74-H84 -B 3 4-H234-H244-H224-H214-H274-H264-H204 -H 3 3 4 -H 3 4 4 -H 3 5 4 -H 3 6 4-H174 -H 1 64-H184-H144-H134-H114-H104-H94-H124-H154 -H 2 9 4 -H 3 0 4 -H 3 1 4 -H 3 2 4-B14-H14-H24-H34-H64 -H 3 7 4 -H 3 8 4 -H 3 9 4 -H 4 0 4-B24-H54-H44-H194-H284-H254-B44 -H 4 127' - 1 3/4"6' - 6 1/2"27' - 1 3/4"20' - 8 1/2"27' - 1 3/4"6' - 6 1/2"25' - 1 3/4"2' - 0"25' - 1 3/4"6' - 5 1/2"25' - 1 3/4"2' - 0"25' - 6"16' - 11 1/2"16' - 11 1/2"9' - 6 3/4"25' - 1 3/4"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 8 3/4"2 5 ' - 6 " 2 5 ' - 6 " 2 5 ' - 6 " 1 6 ' - 1 1 1 /2 "33' - 5 1/2"16' - 11 1/2"16' - 11 1/2"16' - 11 1/2"16' - 11 1/2"16' - 11 1/2"16' - 11 1/2"16' - 11 1/2"3 3 ' - 5 1 /2 " 2 5 ' - 6 " 2 5 ' - 6 " 9 ' - 8 3 /4 "@2x81' - 4"@ 2 4 '' F L R T R U S S 2 ' - 0 "@24'' FLR TRUSS2' - 0"@24'' FLR TRUSS2' - 0"@24'' FLR TRUSS2' - 0"@24'' FLR TRUSS2' - 0"@24'' FLR TRUSS2' - 0"@24'' FLR TRUSS2' - 0"@24'' FLR TRUSS2' - 0"@24'' FLR TRUSS2' - 0"@24'' FLR TRUSS2' - 0"@24'' FLR TRUSS2' - 0"@24'' FLR TRUSS2' - 0"@24'' FLR TRUSS2' - 0"@ 2 4 '' F L R T R U S S 2 ' - 0 " @ 2 4 '' F L R T R U S S 2 ' - 0 "@2x81' - 4"@2x81' - 4"@2x8 1 ' - 4 "@(2) 2x81' - 4"@24'' FLR TRUSS2' - 0"SHEARWALL LINE -ALIGN FLOOR TRUSS SHEARWALL LINE -ALIGN FLOOR TRUSS SHEARWALL LINE -ALIGN FLOOR TRUSS SHEARWALL LINE -ALIGN FLOOR TRUSS SHEARWALL LINE -ALIGN FLOOR TRUSS SHEARWALL LINE -ALIGN FLOOR TRUSS SHEARWALL LINE -ALIGN FLOOR TRUSS SHEARWALL LINE -ALIGN FLOOR TRUSS SHEARWALL LINE -ALIGN FLOOR TRUSS SHEARWALL LINE -ALIGN FLOOR TRUSS SHEARWALL LINE -ALIGN FLOOR TRUSS SHEARWALL LINE -ALIGN FLOOR TRUSS 2x12 RIM2x12 RIM2x12 RIM1 3/4x24 LVL LEDGER1 3/4x24 LVL LEDGER1 3/4x24 LVL LEDGER1 3/4x24 LVL LEDGER2x12 RIM2x12 RIM2x12 RIM2x12 RIM2x12 RIM2 x 1 2 R I M 2x12 RIM2 x 1 2 R I M 2 x 1 2 R I M 2x12 RIM2 x 1 2 R I M 2 x 1 2 R I M2x12 RIM2x12 RIM2x12 RIM2x12 RIM2x12 RIM1 3/4x24 LVL LEDGER1 3/4x24 LVL LEDGER1 3/4x24 LVL LEDGER2x12 RIM24'' LADDER TRUSS ON SHEAR WALL24'' LADDER TRUSS ON SHEAR WALL24'' LADDER TRUSS ON SHEAR WALL24'' LADDER TRUSS ON SHEAR WALL24'' LADDER TRUSS ON SHEAR WALL24'' LADDER TRUSS ON SHEAR WALL24'' LADDER TRUSS ON SHEAR WALL24'' LADDER TRUSS ON SHEAR WALL24'' LADDER TRUSS ON SHEAR WALL24'' LADDER TRUSS ON SHEAR WALL24'' LADDER TRUSS ON SHEAR WALL24'' LADDER TRUSS ON SHEAR WALL24'' LADDER TRUSS ON SHEAR WALL24'' LADDER TRUSS ON SHEAR WALL24'' LADDER TRUSS ON SHEAR WALL@ 2 4 '' F L R T R U S S 2 ' -0 " @ 2 4 '' F L R T R U S S 2 ' - 0 "2x8 DRAG STRUT BLOCKING2x8 DRAG STRUT BLOCKING2x12 RIM2x12 RIM(3) BAYS OF SOLID BLOCKING, 24" O.C.(4) BAYS OF SOLID BLOCKING, 32" O.C.(5) BAYS OF SOLID BLOCKING, 32" O.C.SHEARWALL LINE -ALIGN FLOOR TRUSS @24'' FLR TRUSS2' - 0"4-W14-W1 4-W14-W14-W14-W14-W14-W14-W14-W14-W14-W14-W14-W1 4-W14-W1 4-W14-W1 4-W14-W14-W14-W1B4-W1B4-W1B4-W14-W14-W14-W14-W14 -W 1 4 -W 1 4 -W 1 4 -W 1 4 -W 1 4-W14-W14-W14 -W 1 4 -W 1 4 -W 1 4 -W 1 4 -W 1 4 -W 1 4 -W 1 4 -W 1 4-W1B4-W14-W14-W14-W14-W14-W14-W1B4-W1B4-W14-W14-W24-W24-W24 -W 2 4 -W 2 4 -W 2 4-W2B4-W24-W24-W24-W24-W24-W24-W24-W24-W14-W24-W24 -W 2 4 -W 2 4 -W 24-W2B(2) 2x8 DRAG STRUT BLOCKING@2x81' - 0"(3) BAYS OF SOLID BLOCKING 16" O.C.2X8 DRAG STRUT BLOCKING9S203Sim1(2) BAYS OF SOLID BLOCKING, 32" O.C.(2) BAYS OF SOLID BLOCKING, 32" O.C., EA. SIDE(4) BAYS OF SOLID BLOCKING, 32" O.C.(3) BAYS OF SOLID BLOCKING, 32" O.C.(2) BAYS OF SOLID BLOCKING, 32" O.C.(3) BAYS OF SOLID BLOCKING, 32" O.C.(3) BAYS OF SOLID BLOCKING, 32" O.C.(3) BAYS OF SOLID BLOCKING, 32" O.C.(3) BAYS OF SOLID BLOCKING, 32" O.C.(3) BAYS OF SOLID BLOCKING, 32" O.C.(3) BAYS OF SOLID BLOCKING, 32" O.C.(3) BAYS OF SOLID BLOCKING, 32" O.C.(3) BAYS OF SOLID BLOCKING, 32" O.C.24'' LADDER TRUSS ON SHEAR WALL2x8 DRAG STRUT BLOCKING2x8 DRAG STRUT BLOCKING24'' LADDER TRUSS ON SHEAR WALL24'' LADDER TRUSS ON SHEAR WALL2x 8 D R A G S TR U T BL O C K IN G 2 x 8 D R A G S T R U T B L O C K I N G 1 3 /4 x 2 4 L V L L E D G E R 2 x 8 @ 1 6 " O .C . 2 x 1 0 @ 2 4 " O .C .SHEARWALL LINE -ALIGN FRAMING1 3/4x24 LVL LEDGER1 3/4"x24 LVL LEDGER(2) 2x8 DRAG STRUT BLOCKING17S203TYP18S203TYP13S203TYP13S203TYP14S203TYP14S203TYP15S203TYP16S203TYP2222222TYPICAL FRAMING PLAN REVISIONS:1. 24" LADDER TRUSS SUBSTITUTED FOR 1 3/4 X 24" LVL ATOP ALL SHEAR WALLS, TYP. SEE SHEAR WALL KEY PLAN AND DETAILS, SHEETS S107 AND S2042. DRAG STRUT BLOCKING REDUCED OR ELIMINATED AT ALL CORRIDORS - SEE SHEAR WALL KEY PLAN AND SCHEDULE, SHEET S1073. 2X12 RIM SUBSTITUTED FOR 1 3/4" X 24" LVL RIM AT ALL NON-MASONRY EXTERIOR WALLS AND INTERIOR CORRIDORS. SEE REFERENCED DETAILS, THIS SHEET.4. END BAY BLOCKING - REDUCED NUMBER OF BAYS AND LARGER SPACING, TYPICAL.22LOAD BEARING WALL BELOW - SEE ARCH. DWGS. FOR WALL TYPESHEAR WALL BELOW - SEE ARCH. DWGS. FOR WALL TYPEPOST BELOWHEADER OR BEAM HANGER110 South Albany StreetIthaca, New York 14850607.277.1118www.taitem.comThe Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:DATE:10/15/2019 11:37:02 AMP:\Design\R-Z\Vecino Ithaca Arthaus - 18738\3. Drawings\Structural\2019.10.15 REVIT and PDF_ADD #4\Arthaus_Struc_11.6.1_Addendum_4.rvtFOURTH FLOORFRAMING PLANS10418260DMIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK06/10/2019 1/8" = 1'-0"1FOURTH FLOOR FRAMING PLANFOURTH FLOOR - INTERIOR BEARING WALL HEADER SCHEDULEMARKTYPEDescriptionFLUSH /DROPPEDBEARING (EA. END, U.N.O.)4-H1 (3) 2x8DOOR HEADER DROPPED J-24-H2 (3) 2x8DOOR HEADER DROPPED J-24-H3 (3) 2x8DOOR HEADER DROPPED J-24-H4 (3) 2x8DOOR HEADER DROPPED J-24-H5 (3) 2x8DOOR HEADER DROPPED J-24-H6 (3) 2x8DOOR HEADER DROPPED J-24-H7 24'' TRUSS GIRDER CORRIDOR HEADER FLUSH P-4, HG-114-H8 (3) 2x8CORRIDOR HEADER FLUSH P-24-H9 (3) 2x8DOOR HEADER DROPPED J-24-H10 (3) 2x8DOOR HEADER DROPPED J-24-H11 (3) 2x8DOOR HEADER DROPPED J-24-H12 (3) 2x8DOOR HEADER DROPPED J-24-H13 (3) 2x8DOOR HEADER DROPPED J-24-H14 (3) 2x8DOOR HEADER DROPPED J-24-H15 (3) 2x8DOOR HEADER DROPPED J-24-H16 (3) 2x8CORRIDOR HEADER FLUSH P-2 East end, P-3 West end4-H17 (2) 2x8CORRIDOR HEADER FLUSH P-2 North end, P-3 South end4-H18 (3) 2x8DOOR HEADER DROPPED J-24-H19 (3) 2x8DOOR HEADER DROPPED J-24-H20 (2) 2x8CORRIDOR HEADER FLUSH P-24-H21 (3) 2x8DOOR HEADER DROPPED J-24-H22 (3) 2x8DOOR HEADER DROPPED J-24-H23 (3) 2x8DOOR HEADER DROPPED J-24-H24 (3) 2x8DOOR HEADER DROPPED J-24-H25 (3) 2x8DOOR HEADER DROPPED J-24-H26 (3) 2x8DOOR HEADER DROPPED J-24-H27 (3) 2x8DOOR HEADER DROPPED J-24-H28 24" TRUSS GIRDER CORRIDOR HEADER FLUSH P-4, HG-144-H29 (3) 2x8DOOR HEADER DROPPED J-24-H30 (3) 2x8DOOR HEADER DROPPED J-24-H31 (3) 2x8DOOR HEADER DROPPED J-24-H32 (3) 2x8DOOR HEADER DROPPED J-24-H33 24'' TRUSS GIRDER CORRIDOR HEADER FLUSH P-5, HG-134-H34 (3) 2x8DOOR HEADER DROPPED J-24-H35 (3) 2x8DOOR HEADER DROPPED J-24-H36 (3) 2x8DOOR HEADER DROPPED J-24-H37 (3) 2x6HEADER BELOW DROPPED Ends: J-2 JACK, P-1 KING; Midspan: J-4 JACK4-H38 (3)1 3/4x7 1/4 LVL HEADER BELOW DROPPED J-34-H39 (2)1 3/4x7 1/4 LVL HEADER BELOW DROPPED J-3, HG-54-H40 (3)1 3/4x7 1/4 LVL HEADER BELOW DROPPED J-44-H41 (3) 2x8DOOR HEADER DROPPED J-2FOURTH FLOOR - BEAM SCHEDULEMARKTYPEFLUSH /DROPPEDBEARINGDEVELOPMENT(EA. SIDE)4-B1 24'' TRUSS GIRDER FLUSH South end: HG-12, North end: P-5, HG-134-B2 24'' TRUSS GIRDER FLUSH P-32' - 0"4-B3 24'' TRUSS GIRDER FLUSH P-51' - 0"4-B4 24'' TRUSS GIRDER FLUSH South end: HG-14, North end: P-3, HG-14GENERAL FRAMING PLAN NOTES1. NOT USED2. TRUSSES SHALL BE JOIST HANGERED TO RIM BOARD WHERE RIM SERVES AS THE HEADER. IN LIEU OF JOIST HANGERS, SEE DETAIL _/S__3. ALL LVL RIMS TO BE 2.0E 3100FB4. 24" 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 "24" LADDER TRUSS ON SHEAR WALL".5. SEE S107, 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.6. INSTALL BLOCKING FOR DRAG STRUTS AS SHOWN. SEE S107, SHEAR WALL KEY PLAN, FOR FURTHER DRAG STRUT INFORMATION AND NAILING.7. 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 S107.8. FASTEN SHEATHING TO END BLOCKING WITH EDGE SPACING PATTERN.9. IF EXTERIOR AND/OR INTERIOR SHEAR WALL SYSTEM IS PANELIZED, ALL PANELS SHALL BE FASTENED PER 12/S20310. TOP PLATES AT INTERSECTING WALLS SHOULD BE SPLICED TO ENSURE PROPER CONNECTION (SHEAR AND BEARING WALLS).BEAM HANGER SCHEDULETYPECAPACITYREQUIREDMANUFACTURER/ MODEL *HG-4 2,700 LBSHG-5 3,338 LBSHG-8 3,000 LBSHG-9 5,000 LBSHG-10 5,600 LBSHG-11 4,500 LBSHG-12 5,700 LBSHG-13 6,500 LBSHG-14 4,050 LBS* SUBMIT FOR REVIEW AND APPROVALPOST SCHEDULETYPE MARKTYPEP-1(1) 2x6P-2(2) 2x6P-3(3) 2x6P-4(4) 2x6P-5(5) 2x6P-6(6) 2x6UPPER FLOORS FRAMING PLAN LEGENDPOST SCHEDULE NOTES1. ALL POSTS ARE KING STUDS, UNLESS OTHERWISE NOTED2. FULLY BLOCK FLOOR CAVITY AT POSTS WITH SAME NUMBER OFSTUDSFOURTH FLOOR - EXTERIOR WALL HEADER SCHEDULETYPEMARKNOMINALOPENINGDESCRIPTIONBEARING (EA. END)COMMENTS4-W1 3'-0" (2) 2X8J-34-W1B 3'-0" (2) 2X8J-2FLOOR FRAMING PARALLEL TO WALL4-W2 6'-0" (2) 1 3/4" X 7.25 LVLJ-44-W2B 6'-0" (2) 1 3/4" X 7.25 LVLJ-3FLOOR FRAMING PARALLEL TO WALLWALL FRAMING SCHEDULEFLOORFRAMINGALL EXTERIOR WOOD FRAMED 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 32" O.C. (THIRD POINTS)2: (2) 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHTINTERIOR LOAD-BEARING WOOD FRAMED WALLS5: 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT4: 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT 32" O.C. (THIRD POINTS)3: (2) 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT2: (2) 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT1JACK SCHEDULETYPE MARKTYPEJ-1(1) 2X6J-2(2) 2X6J-3(3) 2X6J-4(4) 2X6J-5(5) 2X6J-6(6) 2X6JACK SCHEDULE NOTES1.ADD KING STUD AT ALL JACK STUD LOCATIONS2.FULLY BLOCK FLOOR CAVITY AT JACKS WITH SAMENUMBER OF STUDS222222REV. DESCRIPTION DATE1 ADDENDUM #2 07/15/20192 ADDENDUM #4 10/15/2019RFI 101- Upper Storefront FramingRFI 101RFI 91 - Corridor Joist Clarification - Applies to all FloorsRFI 91RFI 57 - Truss BlockingRFI 57RFI 76 - Bearing Wall Blocking Conflict: 4th FloorRFI 76King Studs at OpeningRFI 51King Studs at OpeningRFI 51King Studs at OpeningRFI 51 1615171819202122BAZAABBCCDDXWVCDEFYHJKLURSTG12345687121110149MNPQ13@2x81' - 4"@24'' FLR TRUSS2' - 0"@24'' FLR TRUSS2' - 0"5-H75-H85 -B 3 5-H235-H245-H225-H215-H275-H265-H205 -H 3 3 5 -H 3 4 5 -H 3 5 5 -H 3 6 5-H175 -H 1 65-H185-H145-H135-H115-H105-H95-H125-H155 -H 2 9 5 -H 3 0 5 -H 3 1 5 -H 3 2 5-B15-H15-H25-H35-H65 -H 3 7 5 -H 3 8 5 -H 3 9 5 -H 4 0 5-B25-H55-H45-H195-H285-H255-B41 3 /4 x 2 4 L V L L E D G E R 1 3/4x24 LVLLEDGER1 3/4x24 LVL LEDGER1 3/4x24 LVLLEDGER2x12 RIM2x12 RIM2x12 RIM24'' LADDER TRUSS ON SHEAR WALL24'' LADDER TRUSS ON SHEAR WALL24'' LADDER TRUSS ON SHEAR WALL2x12 RIM2x12 RIM2x12 RIM2 x 1 2 R I M 2 x 1 2 R I M 2 x 1 2 R I M 2x12 RIM1 3/4x24 LVLLEDGER5 -H 4 127' - 1 3/4"6' - 6 1/2"27' - 1 3/4"20' - 8 1/2"27' - 1 3/4"6' - 6 1/2"25' - 1 3/4"2' - 0"25' - 1 3/4"6' - 5 1/2"25' - 1 3/4"2' - 0"25' - 6"16' - 11 1/2"16' - 11 1/2"9' - 6 3/4"25' - 1 3/4"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 8 3/4"2 5 ' - 6 " 2 5 ' - 6 " 2 5 ' - 6 " 1 6 ' - 1 1 1 /2 "33' - 5 1/2"16' - 11 1/2"16' - 11 1/2"16' - 11 1/2"16' - 11 1/2"16' - 11 1/2"16' - 11 1/2"16' - 11 1/2"3 3 ' - 5 1 /2 " 2 5 ' - 6 " 2 5 ' - 6 " 9 ' - 8 3 /4 "@2x81' - 4"@ 2 4 '' F L R T R U S S 2 ' - 0 "@24'' FLR TRUSS2' - 0"@24'' FLR TRUSS2' - 0"@24'' FLR TRUSS2' - 0"@24'' FLR TRUSS2' - 0"@24'' FLR TRUSS2' - 0"@24'' FLR TRUSS2' - 0"@24'' FLR TRUSS2' - 0"@24'' FLR TRUSS2' - 0"@24'' FLR TRUSS2' - 0"@24'' FLR TRUSS2' - 0"@24'' FLR TRUSS2' - 0"@24'' FLR TRUSS2' - 0"@ 2 4 '' F L R T R U S S 2 ' - 0 " @ 2 4 '' F L R T R U S S 2 ' - 0 "@2x81' - 4"@2x81' - 4"@2x8 1 ' - 4 "@(2) 2x81' - 4"@24'' FLR TRUSS2' - 0"SHEARWALL LINE -ALIGN FLOOR TRUSS SHEARWALL LINE -ALIGN FLOOR TRUSS SHEARWALL LINE -ALIGN FLOOR TRUSS SHEARWALL LINE -ALIGN FLOOR TRUSS SHEARWALL LINE -ALIGN FLOOR TRUSS SHEARWALL LINE -ALIGN FLOOR TRUSS SHEARWALL LINE -ALIGN FLOOR TRUSS SHEARWALL LINE -ALIGN FLOOR TRUSS SHEARWALL LINE -ALIGN FLOOR TRUSS SHEARWALL LINE -ALIGN FLOOR TRUSS SHEARWALL LINE -ALIGN FLOOR TRUSS SHEARWALL LINE -ALIGN FLOOR TRUSS SHEARWALL LINE -ALIGN FRAMING2x12 RIM2x12 RIM2x12 RIM1 3/4x24 LVL LEDGER1 3/4x24 LVL LEDGER1 3/4x24 LVL LEDGER1 3/4x24 LVL LEDGER2x12 RIM2x12 RIM2x12 RIM2x12 RIM2x12 RIM2 x 1 2 R I M 2x12 RIM2 x 1 2 R I M 2 x 1 2 R I M 2x12 RIM2 x 1 2 R I M 2 x 1 2 R I M2x12 RIM2x12 RIM2x12 RIM2x12 RIM2x12 RIM1 3/4x24 LVL LEDGER1 3/4x24 LVL LEDGER1 3/4x24 LVL LEDGER2x12 RIM24'' LADDER TRUSS ON SHEAR WALL24'' LADDER TRUSS ON SHEAR WALL24'' LADDER TRUSS ON SHEAR WALL24'' LADDER TRUSS ON SHEAR WALL24'' LADDER TRUSS ON SHEAR WALL24'' LADDER TRUSS ON SHEAR WALL24'' LADDER TRUSS ON SHEAR WALL24'' LADDER TRUSS ON SHEAR WALL24'' LADDER TRUSS ON SHEAR WALL24'' LADDER TRUSS ON SHEAR WALL24'' LADDER TRUSS ON SHEAR WALL24'' LADDER TRUSS ON SHEAR WALL24'' LADDER TRUSS ON SHEAR WALL24'' LADDER TRUSS ON SHEAR WALL24'' LADDER TRUSS ON SHEAR WALL@ 2 4 '' F L R T R U S S 2 ' -0 " @ 2 4 '' F L R T R U S S 2 ' - 0 "2x8 DRAG STRUT BLOCKING2x8 DRAG STRUT BLOCKING2x12 RIM2x12 RIM(2) 2x8 DRAG STRUT BLOCKING(3) BAYS OF SOLID BLOCKING, 24" O.C.(3) BAYS OF SOLID BLOCKING, 32" O.C.(3) BAYS OF SOLID BLOCKING, 32" O.C.(3) BAYS OF SOLID BLOCKING, 32" O.C.(3) BAYS OF SOLID BLOCKING, 32" O.C.(3) BAYS OF SOLID BLOCKING, 32" O.C.(3) BAYS OF SOLID BLOCKING, 32" O.C.(3) BAYS OF SOLID BLOCKING, 32" O.C.(2) BAYS OF SOLID BLOCKING, 32" O.C.(4) BAYS OF SOLID BLOCKING, 32" O.C.(2) BAYS OF SOLID BLOCKING, 32" O.C.(2) BAYS OF SOLID BLOCKING, 32" O.C., EA. SIDE(3) BAYS OF SOLID BLOCKING 16" O.C.(5) BAYS OF SOLID BLOCKING, 32" O.C.(4) BAYS OF SOLID BLOCKING, 32" O.C.SHEARWALL LINE -ALIGN FLOOR TRUSS 2X8 DRAG STRUT BLOCKING@24'' FLR TRUSS2' - 0"5-W15-W1 5-W15-W15-W1B5-W15-W15-W15-W15-W15-W15-W15-W15-W1 5-W15-W1 5-W15-W1 5-W15-W15-W15-W1B5-W1B5-W1B5-W15-W15-W15-W15-W15 -W 1 5 -W 1 5 -W 1 5 -W 1 5 -W 1 5-W15-W15-W15 -W 1 5 -W 1 5 -W 1 5 -W 1 5 -W 1 5 -W 1 5 -W 1 5 -W 1 5-W1B5-W15-W15-W15-W15-W15-W15-W1B5-W1B5-W15-W15-W25-W25-W25 -W 2 5 -W 2 5 -W 2 5-W2B5-W25-W25-W25-W25-W25-W25-W25-W25-W15-W25-W25 -W 2 5 -W 2 5 -W 25-W2B(2) 2x8 DRAG STRUT BLOCKING@2x81' - 0"9S203Sim11 3/4x24 LVL LEDGER1 3/4"x24 LVL LEDGER2 x 1 0 @ 2 4 " O .C . 2 x 8 @ 1 6 " O .C .(3) BAYS OF SOLID BLOCKING, 32" O.C.(3) BAYS OF SOLID BLOCKING, 32" O.C.24'' LADDER TRUSS ON SHEAR WALL2x12 RIM2x8 DRAG STRUT BLOCKING2x8 DRAG STRUT BLOCKING2x 8 D R A G S TR U T BL O C K IN G 2 x 8 D R A G S T R U T B L O C K I N G17S203TYP18S203TYP13S203TYP13S203TYP14S203TYP14S203TYP 15S203TYP16S203TYPTYPICAL FRAMING PLAN REVISIONS:1. 24" LADDER TRUSS SUBSTITUTED FOR 1 3/4 X 24" LVL ATOP ALL SHEAR WALLS, TYP. SEE SHEAR WALL KEY PLAN AND DETAILS, SHEETS S107 AND S2042. DRAG STRUT BLOCKING REDUCED OR ELIMINATED AT ALL CORRIDORS - SEE SHEAR WALL KEY PLAN AND SCHEDULE, SHEET S1073. 2X12 RIM SUBSTITUTED FOR 1 3/4" X 24" LVL RIM AT ALL NON-MASONRY EXTERIOR WALLS AND INTERIOR CORRIDORS. SEE REFERENCED DETAILS, THIS SHEET.4. END BAY BLOCKING - REDUCED NUMBER OF BAYS AND LARGER SPACING, TYPICAL.222222222LOAD BEARING WALL BELOW - SEE ARCH. DWGS. FOR WALL TYPESHEAR WALL BELOW - SEE ARCH. DWGS. FOR WALL TYPEPOST BELOWHEADER OR BEAM HANGER110 South Albany StreetIthaca, New York 14850607.277.1118www.taitem.comThe Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:DATE:10/15/2019 11:37:18 AMP:\Design\R-Z\Vecino Ithaca Arthaus - 18738\3. Drawings\Structural\2019.10.15 REVIT and PDF_ADD #4\Arthaus_Struc_11.6.1_Addendum_4.rvtFIFTH FLOOR FRAMINGPLANS10518260DMIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK06/10/2019 1/8" = 1'-0"1FIFTH FLOOR FRAMING PLANFIFTH FLOOR - INTERIOR BEARING WALL HEADER SCHEDULEMARKTYPEDESCRIPTIONFLUSH /DROPPEDBEARING (EA. END, U.N.O.)5-H1 (3) 2x8DOOR HEADER DROPPED J-25-H2 (3) 2x8DOOR HEADER DROPPED J-25-H3 (3) 2x8DOOR HEADER DROPPED J-25-H4 (3) 2x8DOOR HEADER DROPPED J-25-H5 (3) 2x8DOOR HEADER DROPPED J-25-H6 (3) 2x8DOOR HEADER DROPPED J-25-H7 24'' TRUSS GIRDER CORRIDOR HEADER FLUSH P-2, HG-115-H8 (3) 2x8CORRIDOR HEADER FLUSH P-25-H9 (3) 2x8DOOR HEADER DROPPED J-25-H10 (3) 2x8DOOR HEADER DROPPED J-25-H11 (3) 2x8DOOR HEADER DROPPED J-25-H12 (3) 2x8DOOR HEADER DROPPED J-25-H13 (3) 2x8DOOR HEADER DROPPED J-25-H14 (3) 2x8DOOR HEADER DROPPED J-25-H15 (3) 2x8DOOR HEADER DROPPED J-25-H16 (3) 2x8CORRIDOR HEADER FLUSH P-25-H17 (2) 2x8CORRIDOR HEADER FLUSH P-25-H18 (3) 2x8DOOR HEADER DROPPED J-25-H19 (3) 2x8DOOR HEADER DROPPED J-25-H20 (2) 2x8CORRIDOR HEADER FLUSH P-25-H21 (3) 2x8DOOR HEADER DROPPED J-25-H22 (3) 2x8DOOR HEADER DROPPED J-25-H23 (3) 2x8DOOR HEADER DROPPED J-25-H24 (3) 2x8DOOR HEADER DROPPED J-25-H25 (3) 2x8DOOR HEADER DROPPED J-25-H26 (3) 2x8DOOR HEADER DROPPED J-25-H27 (3) 2x8DOOR HEADER DROPPED J-25-H28 24" TRUSS GIRDER CORRIDOR HEADER FLUSH P-2, HG-145-H29 (3) 2x8DOOR HEADER DROPPED J-25-H30 (3) 2x8DOOR HEADER DROPPED J-25-H31 (3) 2x8DOOR HEADER DROPPED J-25-H32 (3) 2x8DOOR HEADER DROPPED J-25-H33 24'' TRUSS GIRDER CORRIDOR HEADER FLUSH P-3, HG-135-H34 (3) 2x8DOOR HEADER DROPPED J-25-H35 (3) 2x8DOOR HEADER DROPPED J-25-H36 (3) 2x8DOOR HEADER DROPPED J-25-H37 (3) 2x6HEADER BELOW DROPPED Ends: J-1 JACK, P-1 KING; Midspan: J-3 JACK5-H38 (3)1 3/4x7 1/4 LVL HEADER BELOW DROPPED J-25-H39 (2)1 3/4x7 1/4 LVL HEADER BELOW DROPPED J-2, HG-55-H40 (3)1 3/4x7 1/4 LVL HEADER BELOW DROPPED J-35-H41 (3) 2x8DOOR HEADER DROPPED J-2FIFTH FLOOR - BEAM SCHEDULEMARKTYPEFLUSH /DROPPEDBEARINGDEVELOPMENT(EA. SIDE)5-B1 24'' TRUSS GIRDER FLUSH South end: HG-12, North end: P-2, HG-135-B2 24" TRUSS GIRDER FLUSH P-22' - 0"5-B3 24" TRUSS GIRDER FLUSH P-31' - 0"5-B4 24'' TRUSS GIRDER FLUSH South end: HG-14, North end: P-2, HG-14GENERAL FRAMING PLAN NOTES1. NOT USED2. TRUSSES SHALL BE JOIST HANGERED TO RIM BOARD WHERE RIM SERVES AS THE HEADER. IN LIEU OF JOIST HANGERS, SEE DETAIL _/S__3. ALL LVL RIMS TO BE 2.0E 3100FB4. 24" 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 "24" LADDER TRUSS ON SHEAR WALL".5. SEE S107, 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.6. INSTALL BLOCKING FOR DRAG STRUTS AS SHOWN. SEE S107, SHEAR WALL KEY PLAN, FOR FURTHER DRAG STRUT INFORMATION AND NAILING.7. 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 S107.8. FASTEN SHEATHING TO END BLOCKING WITH EDGE SPACING PATTERN.9. IF EXTERIOR AND/OR INTERIOR SHEAR WALL SYSTEM IS PANELIZED, ALL PANELS SHALL BE FASTENED PER 12/S20310. TOP PLATES AT INTERSECTING WALLS SHOULD BE SPLICED TO ENSURE PROPER CONNECTION (SHEAR AND BEARING WALLS).BEAM HANGER SCHEDULETYPECAPACITYREQUIREDMANUFACTURER/ MODEL *HG-4 2,700 LBSHG-5 3,338 LBSHG-8 3,000 LBSHG-9 5,000 LBSHG-10 5,600 LBSHG-11 4,500 LBSHG-12 5,700 LBSHG-13 6,500 LBSHG-14 4,050 LBS* SUBMIT FOR REVIEW AND APPROVALPOST SCHEDULETYPE MARKTYPEP-1(1) 2x6P-2(2) 2x6P-3(3) 2x6P-4(4) 2x6P-5(5) 2x6P-6(6) 2x6UPPER FLOORS FRAMING PLAN LEGENDPOST SCHEDULE NOTES1. ALL POSTS ARE KING STUDS, UNLESS OTHERWISE NOTED2. FULLY BLOCK FLOOR CAVITY AT POSTS WITH SAME NUMBER OFSTUDSFIFTH FLOOR - EXTERIOR WALL HEADER SCHEDULETYPEMARKNOMINALOPENINGDESCRIPTIONBEARING (EA. END)COMMENTS5-W1 3'-0" (2) 2X8J-35-W1B 3'-0" (2) 2X8J-2FLOOR FRAMING PARALLEL TO WALL5-W2 6'-0" (2) 1 3/4" X 7.25 LVLJ-35-W2B 6'-0" (2) 1 3/4" X 7.25 LVLJ-3FLOOR FRAMING PARALLEL TO WALLWALL FRAMING SCHEDULEFLOORFRAMINGALL EXTERIOR WOOD FRAMED 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 32" O.C. (THIRD POINTS)2: (2) 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHTINTERIOR LOAD-BEARING WOOD FRAMED WALLS5: 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT4: 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT 32" O.C. (THIRD POINTS)3: (2) 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT2: (2) 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT1JACK SCHEDULETYPE MARKTYPEJ-1(1) 2X6J-2(2) 2X6J-3(3) 2X6J-4(4) 2X6J-5(5) 2X6J-6(6) 2X6JACK SCHEDULE NOTES1.ADD KING STUD AT ALL JACK STUD LOCATIONS2.FULLY BLOCK FLOOR CAVITY AT JACKS WITH SAMENUMBER OF STUDS222222REV. DESCRIPTION DATE1 ADDENDUM #2 07/15/20192 ADDENDUM #4 10/15/2019RFI 101 - Upper Storefront FramingRFI 101RFI 91 - Corridor Joist Clarification - Applies to all FloorsRFI 91RFI 57 - Truss BlockingRFI 57King Studs at OpeningRFI 51King Studs at OpeningRFI 51Kings Studs at OpeningRFI 51 1615171819202122BAZAABBCCDDXWVCDEFYHJKLURSTG12345687121110149MNPQ132x12 RIM2x12 RIM2x12 RIMR-H7R-H8R -B 3 R-H23R-H24R-H22R-H21R-H27R-H26R-H2027' - 1 3/4"6' - 6 1/2"27' - 1 3/4"20' - 8 1/2"27' - 1 3/4"6' - 6 1/2"25' - 1 3/4"R -H 3 3 R -H 3 4 R -H 3 5 R -H 3 6 R-H17R -H 1 6 1 3/4x24 LVL LEDGER1 3/4x24 LVL LEDGER2x12 RIM2x12 RIMR-H18R-H14R-H13R-H11R-H10R-H92x12 RIM2x12 RIM2x12 RIM2x12 RIM2x12 RIM2 x 1 2 R I M 2x12 RIM2 x 1 2 R I M 2 x 1 2 R I M 2x12 RIM2 x 1 2 R I M 2 x 1 2 R I M2x12 RIM2x12 RIM2x12 RIM2x12 RIM2x12 RIM2' - 0"25' - 1 3/4"6' - 5 1/2"25' - 1 3/4"2' - 0"25' - 6"16' - 11 1/2"16' - 11 1/2"9' - 6 3/4"25' - 1 3/4"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 8 3/4"2 5 ' - 6 " 2 5 ' - 6 " 2 5 ' - 6 " 1 6 ' - 1 1 1 /2 "33' - 5 1/2"16' - 11 1/2"16' - 11 1/2"16' - 11 1/2"16' - 11 1/2"16' - 11 1/2"16' - 11 1/2"16' - 11 1/2"3 3 ' - 5 1 /2 " 2 5 ' - 6 " 2 5 ' - 6 " 9 ' - 8 3 /4 "R-H12R-H15R -H 2 9 R -H 3 0 R -H 3 1 R -H 3 2 2x12 RIMR-B11 3/4x24 LVL LEDGERR-H1R-H3R-H62x12 RIM2x12 RIMR -H 3 7 R -H 3 8 R -H 3 9 R -H 4 0 1 3/4x24 LVL LEDGERR-B2R-H5R-H41 3/4x24 LVLLEDGER2x12 RIM2x12 RIM2x12 RIM2x12 RIM@2x81' - 4"R-H19R-H28R-H25@ 2 4 '' F L R T R U S S 2 ' - 0 "2x12 RIM2x12 RIM2x12 RIM2 x 1 2 R IM 2 x 1 2 R I M 2 x 1 2 R I M 2x12 RIM2x12 RIMR-B4@24'' FLR TRUSS2' - 0"@24'' FLR TRUSS2' - 0"@24'' FLR TRUSS2' - 0"@24'' FLR TRUSS2' - 0"R -H 4 1R-H224'' LADDER TRUSS ON SHEAR WALL24'' LADDER TRUSS ON SHEAR WALL24'' LADDER TRUSS ON SHEAR WALL24'' LADDER TRUSS ON SHEAR WALLSHEARWALL LINE -ALIGN FLOOR TRUSS SHEARWALL LINE -ALIGN FLOOR TRUSS SHEARWALL LINE -ALIGN FLOOR TRUSS SHEARWALL LINE -ALIGN FLOOR TRUSS SHEARWALL LINE -ALIGN FLOOR TRUSS 24'' LADDER TRUSS ON SHEAR WALL24'' LADDER TRUSS ON SHEAR WALL24'' LADDER TRUSS ON SHEAR WALL24'' LADDER TRUSS ON SHEAR WALL24'' LADDER TRUSS ON SHEAR WALL@24'' FLR TRUSS2' - 0"@24'' FLR TRUSS2' - 0"@24'' FLR TRUSS2' - 0"@24'' FLR TRUSS2' - 0"@24'' FLR TRUSS2' - 0"@24'' FLR TRUSS2' - 0"24'' LADDER TRUSS ON SHEAR WALL24'' LADDER TRUSS ON SHEAR WALLSHEARWALL LINE -ALIGN FLOOR TRUSS SHEARWALL LINE -ALIGN FLOOR TRUSS SHEARWALL LINE -ALIGN FLOOR TRUSS 24'' LADDER TRUSS ON SHEAR WALLSHEARWALL LINE -ALIGN FLOOR TRUSS SHEARWALL LINE -ALIGN FLOOR TRUSS SHEARWALL LINE -ALIGN FLOOR TRUSS SHEARWALL LINE -ALIGN FLOOR TRUSS 24'' LADDER TRUSS ON SHEAR WALL24'' LADDER TRUSS ON SHEAR WALL24'' LADDER TRUSS ON SHEAR WALL@24'' FLR TRUSS2' - 0"@24'' FLR TRUSS2' - 0"@24'' FLR TRUSS2' - 0"@ 2 4 '' F L R T R U S S 2 ' - 0 " @ 2 4 '' F L R T R U S S 2 ' - 0 "@(2) 2x81' - 4"@24'' FLR TRUSS2' - 0"@ 2 4 '' F L R T R U S S 2 ' -0 " @ 2 4 '' F L R T R U S S 2 ' - 0 "SHEARWALL LINE -ALIGN FLOOR TRUSS 2 x 8 D R A G S T R U T B L O C K I N G2x8 DRAG STRUT BLOCKING2x8 DRAG STRUT BLOCKING2x8 DRAG STRUT BLOCKING2x12 RIM2x12 RIM(3) BAYS OF SOLID BLOCKING, 24" O.C.(4) BAYS OF SOLID BLOCKING, 32" O.C.(5) BAYS OF SOLID BLOCKING, 32" O.C.R-W1R-W1 R-W1R-W1R-W1BR-W1R-W1R-W1R-W1R-W1R-W1R-W1R-W1R-W1 R-W1R-W1 R-W1R-W1 R-W1R-W1R-W1R-W1BR-W1BR-W1BR-W1R-W1R-W1R-W1R-W1R -W 1 R -W 1 R -W 1 R -W 1 R -W 1 R-W1R-W1R-W1R -W 1 R -W 1 R -W 1 R -W 1 R -W 1 R -W 1 R -W 1 R -W 1 R-W1BR-W1R-W1R-W1R-W1R-W1R-W1R-W1BR-W1BR-W1R-W1R-W2R-W2R-W2R -W 2 R -W 2 R -W 2 R-W2BR-W2R-W2R-W2R-W2R-W2R-W2R-W2R-W2R-W1R-W2R-W2R -W 2 R -W 2 R -W 2R-W2B@2x81' - 4"(2) 2x8 DRAG STRUT BLOCKING(3) BAYS OF SOLID BLOCKING 16" O.C.2X8 DRAG STRUT BLOCKING5S203ELEVSTAIR 3STAIR 2STAIR 1S1063S1062@2x81' - 4"2x12 RIM@2x81' - 4"5S203Sim9S203Sim111S203(2) BAYS OF SOLID BLOCKING, 32" O.C.(2) BAYS OF SOLID BLOCKING, 32" O.C., EA. SIDE(4) BAYS OF SOLID BLOCKING, 32" O.C.(3) BAYS OF SOLID BLOCKING, 32" O.C.(2) BAYS OF SOLID BLOCKING, 32" O.C.(3) BAYS OF SOLID BLOCKING, 32" O.C.(3) BAYS OF SOLID BLOCKING, 32" O.C.(3) BAYS OF SOLID BLOCKING, 32" O.C.(3) BAYS OF SOLID BLOCKING, 32" O.C.(3) BAYS OF SOLID BLOCKING, 32" O.C.(3) BAYS OF SOLID BLOCKING, 32" O.C.(3) BAYS OF SOLID BLOCKING, 32" O.C.(3) BAYS OF SOLID BLOCKING, 32" O.C.24'' LADDER TRUSS ON SHEAR WALL24'' LADDER TRUSS ON SHEAR WALL24'' LADDER TRUSS ON SHEAR WALL24'' LADDER TRUSS ON SHEAR WALL2x8 DRAG STRUT BLOCKING1 3 /4 x 2 4 L V L L E D G E R 2 x 8 @ 1 6 " O .C .SHEARWALL LINE -ALIGN FRAMING2 x 1 0 @ 2 4 " O .C .1 3/4x24 LVL LEDGER1 3/4"x24 LVL LEDGER2x 8 D R A G S TR U T BL O C K IN G (2) 2x8 DRAG STRUT BLOCKINGAT ROOF, IN LIEU OF 2X8 CORRIDOR FRAMING, CANTILEVER TOP CHORD OF TRUSS TO CENTER OF CORRIDOR AS SHOWN, TYPICALAT ROOF, IN LIEU OF 2X8 CORRIDOR FRAMING, CANTILEVER TOP CHORD OF TRUSS TO CENTER OF CORRIDOR AS SHOWN, TYPICAL2x8 @ 1'-4"2 x 8 @ 1 6 " O .C .2x8 @ 16" O.C.13S203TYP14S203TYP13S203TYP14S203TYPSIM SIM SIM SIM 17S203TYP18S203TYP22215S203TYP16S203TYP2TYPICAL FRAMING PLAN REVISIONS:1. 24" LADDER TRUSS SUBSTITUTED FOR 1 3/4 X 24" LVL ATOP ALL SHEAR WALLS, TYP. SEE SHEAR WALL KEY PLAN AND DETAILS, SHEETS S107 AND S2042. DRAG STRUT BLOCKING REDUCED OR ELIMINATED AT ALL CORRIDORS - SEE SHEAR WALL KEY PLAN AND SCHEDULE, SHEET S1073. 2X12 RIM SUBSTITUTED FOR 1 3/4" X 24" LVL RIM AT ALL NON-MASONRY EXTERIOR WALLS AND INTERIOR CORRIDORS. SEE REFERENCED DETAILS, THIS SHEET.4. END BAY BLOCKING - REDUCED NUMBER OF BAYS AND LARGER SPACING, TYPICAL.22222222LOAD BEARING WALL BELOW - SEE ARCH. DWGS. FOR WALL TYPESHEAR WALL BELOW - SEE ARCH. DWGS. FOR WALL TYPEPOST BELOWHEADER OR BEAM HANGERCOORDINATE WITH ARCHITECTURAL DRAWINGSCCDD14132x8 PT LEDGER2x8 PT LEDGER2 x 8 P T L E D G E R 2 x 8 P T L E D G E R@2x81' - 4"6S2032x8 @ 1'-4"2 x 8 P T L E D G E R 2 x 8 P T L E D G E R 2x8 PT LEDGER2PROVIDE W8X13 HOIST BEAM15BC12x8 PT LEDGER2x8 PT LEDGER2x8 PT LEDGER2x8 PT LEDGER@2x81' - 4"HOIST BEAMT.O.S. = 13'-4" A.F.F.RATED FOR 7,500 LBS6S203SimW8X1511S2031110 South Albany StreetIthaca, New York 14850607.277.1118www.taitem.comThe Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:DATE:10/16/2019 11:21:53 AMP:\Design\R-Z\Vecino Ithaca Arthaus - 18738\3. Drawings\Structural\Current Revit\Arthaus_Struc.rvtROOF FRAMING PLANS10618260DMIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK06/10/2019ROOF - INTERIOR BEARING WALL HEADER SCHEDULEMARKTYPEDESCRIPTIONFLUSH /DROPPEDBEARING (EA. END, U.N.O.)R-H1 (3) 2x8DOOR HEADER DROPPED J-2R-H2 (3) 2x8DOOR HEADER DROPPED J-2R-H3 (3) 2x8DOOR HEADER DROPPED J-2R-H4 (3) 2x8DOOR HEADER DROPPED J-2R-H5 (3) 2x8DOOR HEADER DROPPED J-2R-H6 (3) 2x8DOOR HEADER DROPPED J-2R-H7 24'' TRUSS GIRDER CORRIDOR HEADER FLUSH P-2, HG-8R-H8 (2) 2x8CORRIDOR HEADER FLUSH P-2R-H9 (3) 2x8DOOR HEADER DROPPED J-2R-H10 (3) 2x8DOOR HEADER DROPPED J-2R-H11 (3) 2x8DOOR HEADER DROPPED J-2R-H12 (3) 2x8DOOR HEADER DROPPED J-2R-H13 (3) 2x8DOOR HEADER DROPPED J-2R-H14 (3) 2x8DOOR HEADER DROPPED J-2R-H15 (3) 2x8DOOR HEADER DROPPED J-2R-H16 (3) 2x8CORRIDOR HEADER FLUSH P-2R-H17 (2) 2x8CORRIDOR HEADER FLUSH P-2R-H18 (3) 2x8DOOR HEADER DROPPED J-2R-H19 (3) 2x8DOOR HEADER DROPPED J-2R-H20 (2) 2x8CORRIDOR HEADER FLUSH P-2R-H21 (3) 2x8DOOR HEADER DROPPED J-2R-H22 (3) 2x8DOOR HEADER DROPPED J-2R-H23 (3) 2x8DOOR HEADER DROPPED J-2R-H24 (3) 2x8DOOR HEADER DROPPED J-2R-H25 (3) 2x8DOOR HEADER DROPPED J-2R-H26 (3) 2x8DOOR HEADER DROPPED J-2R-H27 (3) 2x8DOOR HEADER DROPPED J-2R-H28 24'' TRUSS GIRDER CORRIDOR HEADER FLUSH P-2, HG-14R-H29 (3) 2x8DOOR HEADER DROPPED J-2R-H30 (3) 2x8DOOR HEADER DROPPED J-2R-H31 (3) 2x8DOOR HEADER DROPPED J-2R-H32 (3) 2x8DOOR HEADER DROPPED J-2R-H33 24'' TRUSS GIRDER CORRIDOR HEADER FLUSH P-2, HG-14R-H34 (3) 2x8DOOR HEADER DROPPED J-2R-H35 (3) 2x8DOOR HEADER DROPPED J-2R-H36 (3) 2x8DOOR HEADER DROPPED J-2R-H37 (3) 2x6HEADER BELOW DROPPED Ends: J-1 JACK, P-1 KING; Midspan: J-2 JACKR-H38 (3)1 3/4x7 1/4 LVL HEADER BELOW DROPPED J-2R-H39 (2)1 3/4x7 1/4 LVL HEADER BELOW DROPPED J-2, HG-5R-H40 (3)1 3/4x7 1/4 LVL HEADER BELOW DROPPED J-2R-H41 (3) 2x8DOOR HEADER DROPPED J-2ROOF - BEAM SCHEDULEMARKTYPEFLUSH /DROPPEDBEARINGDEVELOPMENT(EA. SIDE)R-B1 24'' TRUSS GIRDER FLUSH South end: HG-9, North end: P-2, HG-10R-B2 24'' TRUSS GIRDER FLUSH P-22' - 0"R-B3 24'' TRUSS GIRDER FLUSH P-21' - 0"R-B4 24'' TRUSS GIRDER FLUSH South end: HG-4, North end: P-2, HG-4POST SCHEDULETYPE MARKTYPEP-1(1) 2x6P-2(2) 2x6P-3(3) 2x6P-4(4) 2x6P-5(5) 2x6P-6(6) 2x6 1/8" = 1'-0"1ROOF FRAMING PLANBEAM HANGER SCHEDULETYPECAPACITYREQUIREDMANUFACTURER/ MODEL *HG-4 2,700 LBSHG-5 3,338 LBSHG-8 3,000 LBSHG-9 5,000 LBSHG-10 5,600 LBSHG-11 4,500 LBSHG-12 5,700 LBSHG-13 6,500 LBSHG-14 4,050 LBS* SUBMIT FOR REVIEW AND APPROVALGENERAL FRAMING PLAN NOTES1. NOT USED2. TRUSSES SHALL BE JOIST HANGERED TO RIM BOARD WHERE RIM SERVES AS THE HEADER. IN LIEU OF JOIST HANGERS, SEE DETAIL _/S__3. ALL LVL RIMS TO BE 2.0E 3100FB4. 24" 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 "24" LADDER TRUSS ON SHEAR WALL".5. SEE S107, 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.6. INSTALL BLOCKING FOR DRAG STRUTS AS SHOWN. SEE S107, SHEAR WALL KEY PLAN, FOR FURTHER DRAG STRUT INFORMATION AND NAILING.7. 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 S107.8. FASTEN SHEATHING TO END BLOCKING WITH EDGE SPACING PATTERN.9. IF EXTERIOR AND/OR INTERIOR SHEAR WALL SYSTEM IS PANELIZED, ALL PANELS SHALL BE FASTENED PER 12/S20310. TOP PLATES AT INTERSECTING WALLS SHOULD BE SPLICED TO ENSURE PROPER CONNECTION (SHEAR AND BEARING WALLS).ROOF FRAMING PLAN NOTES1. ROOF TRUSS TOP CHORD SHALL BE PITCHED 1/4" PER FOOT FROM EXTERIOR WALL INTO BUILDING. SEE ROOF PITCH PLAN, THIS SHEET.COORDINATE W/ ARCHITECTURAL ROOF PLAN. MINIMUM HEIGHT OF TRUSS SHALL BE 24"2. AT ROOF, IN LIEU OF 2X8 CORRIDOR FRAMING, CANTILEVER TOP CHORD OF TRUSS TO CENTER OF CORRIDOR AS SHOWN, TYPICAL3. PROVIDE PARAPET INTEGRAL TO TRUSS WITH VERTICAL EXTENSION OF END WEB MEMBER.UPPER FLOORS FRAMING PLAN LEGENDPOST SCHEDULE NOTES1. ALL POSTS ARE KING STUDS, UNLESS OTHERWISE NOTED2. FULLY BLOCK FLOOR CAVITY AT POSTS WITH SAME NUMBER OFSTUDSROOF - EXTERIOR WALL HEADER SCHEDULETYPEMARKNOMINALOPENINGDESCRIPTIONBEARING (EA. END)COMMENTSR-W1 3'-0" (2) 2X8J-2R-W1B 3'-0" (2) 2X8J-2FLOOR FRAMING PARALLEL TO WALLR-W2 6'-0" (2) 1 3/4" X 7.25 LVLJ-3R-W2B 6'-0" (2) 1 3/4" X 7.25 LVLJ-3FLOOR FRAMING PARALLEL TO WALLWALL FRAMING SCHEDULEFLOORFRAMINGALL EXTERIOR WOOD FRAMED 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 32" O.C. (THIRD POINTS)2: (2) 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHTINTERIOR LOAD-BEARING WOOD FRAMED WALLS5: 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT4: 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT 32" O.C. (THIRD POINTS)3: (2) 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT2: (2) 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHTNTS4ROOF PITCH PLAN 1/8" = 1'-0"3PARAPET FRAMING PLAN AT STAIR 1 1/8" = 1'-0"2PARAPET FRAMING PLAN AT ELEVATOR1JACK SCHEDULETYPE MARKTYPEJ-1(1) 2X6J-2(2) 2X6J-3(3) 2X6J-4(4) 2X6J-5(5) 2X6J-6(6) 2X6JACK SCHEDULE NOTES1.ADD KING STUD AT ALL JACK STUD LOCATIONS2.FULLY BLOCK FLOOR CAVITY AT JACKS WITH SAMENUMBER OF STUDS2222222REV. DESCRIPTION DATE1 ADDENDUM #2 07/15/20192 ADDENDUM #4 10/15/2019Stair Roof Clarification (Stairs 2 and 3) RFI 87RFI 57 - Truss BlockingRFI 57King Studs atOpeningRFI 51King Studs at OpeningRFI 51King Studs at OpeningRFI 51 SHEAR WALL LINE CHMZSHEAR WALL LINE DJSHEAR WALL LINE EKSHEAR WALL LINE FSHEAR WALL LINE ADS -CHMZ.1DS - DJDS - EKDS - FSHEAR WALL LINE 1SHEAR WALL LINE 8SHEAR WALL LINE 2-16SHEAR WALL LINE 4SHEAR WALL LINE 5SHEAR WALL LINE 6SHEAR WALL LINE GSHEAR WALL LINE 15DS - 2-16.2DS - 2-16.1 DS - 4DS - 5DS - 6DS - 8DS - NSHEAR WALL LINE QSHEAR WALL LINE PSHEAR WALL LINE NSHEAR WALL LINE CHMZDS - PDS - QDS - TSHEAR WALL LINE TS H E A R W A L L L I N E 1 3 S H E A R W A L L L I N E 1 1 -2 2 S H E A R W A L L L I N E 1 0 -2 1 D S - 1 1 - D S - 1 1-22.1 DS -CHMZ.4SHEAR WALL LINE CHMZSHEAR WALL LINE VDS - VSHEAR WALL LINE AADS - AASHEAR WALL LINE BBDS - BBSHEAR WALL LINE XDS - XSHEAR WALL LINE DDDS - DD(2) HOLD-DOWNS(1) HOLD-DOWN(1) HOLD-DOWN(1) HOLD-DOWN(2) HOLD-DOWNS(1) HOLD-DOWN(2) HOLD-DOWNS(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(2) HOLD-DOWNS(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(2) HOLD-DOWNS(2) HOLD-DOWNS(1) HOLD-DOWN(1) HOLD-DOWN, TYPE "B"(1) HOLD-DOWN, TYPE "B"(1) HOLD-DOWN(1) HOLD-DOWN(2) HOLD-DOWNS(2) HOLD-DOWNS(1) HOLD-DOWN(1) HOLD-DOWN(2) HOLD-DOWNS(2) HOLD-DOWNS(1) HOLD-DOWN(2) HOLD-DOWNS(2) HOLD-DOWNS, TYPE "B"(1) HOLD-DOWN(1) HOLD-DOWN(2) HOLD-DOWNS(1) HOLD-DOWN(1) HOLD-DOWN, TYPE "B"(1) HOLD-DOWN, TYPE "B"(1) HOLD-DOWN(1) HOLD-DOWN(2) HOLD-DOWNS(1) HOLD-DOWN, TYPE "B"(2) HOLD-DOWNS, TYPE "B"(1) HOLD-DOWN, TYPE "B"D S -1 3 SHEAR WALL LINE 11-22S H E A R W A L L L I N E 9 SHEAR WALL LINE 2-16SHEAR WALL LINE 10-21CHMZ.1CHMZ.4CHMZ.5CHMZ.22-16.22-16.1G.1G.2G.3D S - 1 0 -2 1 1 0 -2 1 .2 10-21.11 1 -2 2 .2 11-22.115.215.11 3 .3 1 3 .2 1 3 .1(1) HOLD-DOWNCHMZ.3NPLYWOOD FASTENING AT EXTERIOR WALL, TYPICAL, UNLESS NOTED OTHERWISESHEAR WALL LINE DJSHEAR WALL LINE EKPLYWOOD FASTENING AT OFFSET SHEAR WALLS, TYPS2046TYPSHEAR TRANSFER CLIP DETAIL, TYPICALSHEAR WALL LINE 8SHEAR WALL LINE 4SHEAR WALL LINE 5SHEAR WALL LINE 6S H E A R W A L L L I N E 1 3PLYWOOD FASTENING AT TYPICAL CORRIDOR SHEAR WALLDS - CHMZ.2DS -CHMZ.3S20411S20413SimTWO HOLD-DOWNS AT EXTERIOR CORNER, TYPICALS20414TYPHOLD-DOWN AT "T" INTERSECTION, TYPICALS20412SimS20411S20411S204119S204TYPHOLD-DOWN ANCHOR BOLT DETAIL, AT PERIMETER, TYP10S204TYPHOLD-DOWN ANCHOR BOLT DETAIL, AT PLANK, TYP8S204Sim10S204TYPTYPSIMSIMS2044TYPS2043TYP1S2041SimS2042SimS2042SimS20415SimDRAG STRUT DETAIL AT CMU WALL, TYPICALS20415Sim2222S20416Sim7S204TYPSHEAR TRANSFER ALTERNATE DETAIL, TYPICALDRAG STRUT STRAP EXTERIOR WALL CONNECTION DETAIL, TYPICAL8S204SimS20415Sim18S204TYPSHEAR WALL HOLD-DOWN DETAIL, TYPICALS204.11S204.13S204.12S204.14S20416SimS2042SimS20416Sim18S204TYP22222222ONE OR MORE HOLD-DOWNS - SEE DETAILDRAG STRUT OR AGGRESSIVE FASTENING - SEE DRAG STRUT / PLYWOOD FASTENING SCHEDULESHEAR WALL LINE (NAME RELATES TO GRIDLINE)SHEAR WALL LINE SEGMENTHOLD-DOWNDS - 1A.1SHEAR WALL LINE A110 South Albany StreetIthaca, New York 14850607.277.1118www.taitem.comThe Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:DATE:10/15/2019 11:37:43 AMP:\Design\R-Z\Vecino Ithaca Arthaus - 18738\3. Drawings\Structural\2019.10.15 REVIT and PDF_ADD #4\Arthaus_Struc_11.6.1_Addendum_4.rvtSHEAR WALL KEY PLANS10718260DMIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK06/10/2019NTS1WOOD FRAMED SHEAR WALL KEY PLANSHEAR WALL SCHEDULEShearWallLineSheathing and Fastening Pattern (See Note 1)Wall Studs Size and Spacing (See Note 2)HoldDown(Note12)CompressionStuds (Note10)ShearTransferClips(Note 3)2nd Floor1 7/16" Sheathing w/ 10d x 1 1/2" Nails, 4/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203 HD7B (6) 2X6 (8)2-16.1 7/16" Sheathing w/ 10d x 1 1/2" Nails, 4/12, Both Faces 2x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD9B (5) 2x6 (10)2-16.2 7/16" Sheathing w/ 10d x 1 1/2" Nails, 4/12, Both Faces See Det.7 & 8 and Wall Framing Schedule, Dwg. S203 HD9B (8) 2X6 (24)4 7/16" Sheathing w/ 10d x 1 1/2" Nails, 4/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203 HD9B (8) 2X6 (20)5 7/16" Sheathing w/ 10d x 1 1/2" Nails, 4/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203 HD9B (8) 2X6 (18)6 7/16" Sheathing w/ 10d x 1 1/2" Nails, 4/12, Both Faces See Det.7 & 8 and Wall Framing Schedule, Dwg. S203 HD12B (8) 2X6 (32)8 7/16" Sheathing w/ 10d x 1 1/2" Nails, 4/12, Both Faces See Det.7 & 8 and Wall Framing Schedule, Dwg. S203 HD12B (8) 2X6 (20)10-21.1 7/16" Sheathing w/ 10d x 1 1/2" Nails, 4/122x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD9B (4) 2X6 (8)10-21.2 7/16" Sheathing w/ 10d x 1 1/2" Nails, 4/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203 HD9B (8) 2X6 (16)11-22.1 7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12, Both Faces See Det.7 & 8 and Wall Framing Schedule, Dwg. S203 HD9B (5) 2X6 (10)11-22.2 7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12, Both Faces See Det.7 & 8 and Wall Framing Schedule, Dwg. S203 HD9B (8) 2X6 (22)13.1 7/16" Sheathing w/ 10d x 1 1/2" Nails, 4/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203 HD9B (4) 2X6 (8)13.2 7/16" Sheathing w/ 10d x 1 1/2" Nails, 4/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203 HD9B (6) 2X6 (10)13.3 7/16" Sheathing w/ 10d x 1 1/2" Nails, 4/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203 HD9B (4) 2X6 (8)15.1 7/16" Sheathing w/ 10d x 1 1/2" Nails, 4/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203 HD7B (4) 2X6 (8)15.2 7/16" Sheathing w/ 10d x 1 1/2" Nails, 4/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203 HD7B (6) 2X6 (10)A 7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12, Both Faces See Det.7 & 8 and Wall Framing Schedule, Dwg. S203 HD9B (7) 2X6 (32)AA 7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12, Both Faces 2x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD12 (5) 2X6 (14)BB 7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12, Both Faces 2x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD12 (5) 2X6 (14)CHMZ.1 7/16" Sheathing w/ 10d x 1 1/2" Nails, 4/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203 HD9B (6) 2X6 (6)CHMZ.2 7/16" Sheathing w/ 10d x 1 1/2" Nails, 4/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203 HD7B (4) 2X6 (8)CHMZ.3 7/16" Sheathing w/ 10d x 1 1/2" Nails, 4/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203 HD7B (4) 2X6 (10)CHMZ.4 7/16" Sheathing w/ 10d x 1 1/2" Nails, 4/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203 HD9B (6) 2X6 (16)CHMZ.5 7/16" Sheathing w/ 10d x 1 1/2" Nails, 4/122x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD7B (4) 2X6 (10)DJ 7/16" Sheathing w/ 10d x 1 1/2" Nails, 4/122x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD9B (4) 2X6 (16)EK 7/16" Sheathing w/ 10d x 1 1/2" Nails, 4/122x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD9B (4) 2X6 (16)F 7/16" Sheathing w/ 10d x 1 1/2" Nails, 4/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203 HD9B (4) 2X6 (16)G.1 7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203 HD7B (4) 2X6 (10)G.2 7/16" Sheathing w/ 10d x 1 1/2" Nails, 4/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203 HD9B (7) 2X6 (14)G.3 7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203 HD9B (5) 2X6 (12)N 7/16" Sheathing w/ 10d x 1 1/2" Nails, 4/122x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD9B (5) 2X6 (12)P 7/16" Sheathing w/ 10d x 1 1/2" Nails, 4/122x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD9B (5) 2x6 (12)Q 7/16" Sheathing w/ 10d x 1 1/2" Nails, 4/122x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD9B (5) 2X6 (12)T 7/16" Sheathing w/ 10d x 1 1/2" Nails, 4/122x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD9B (5) 2X6 (12)V 7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12, Both Faces 2x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD12 (5) 2X6 (14)X 7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12, Both Faces 2x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD12 (5) 2x6 (14)3rd Floor1 7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203 HD5B (6) 2X6 (6)2-16.1 7/16" Sheathing w/ 10d x 1 1/2" Nails, 4/122x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD7B (5) 2X6 (8)2-16.2 7/16" Sheathing w/ 10d x 1 1/2" Nails, 4/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203 HD9B (8) 2X6 (18)4 7/16" Sheathing w/ 10d x 1 1/2" Nails, 4/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203 HD9B (8) 2X6 (14)5 7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203 HD9B (8) 2X6 (14)6 7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12, Both Faces See Det.7 & 8 and Wall Framing Schedule, Dwg. S203 HD9B (8) 2X6 (24)8 7/16" Sheathing w/ 10d x 1 1/2" Nails, 4/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203 HD9B (8) 2X6 (14)10-21.1 7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/122x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD7B (4) 2X6 (6)10-21.2 7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203 HD9B (8) 2X6 (12)11-22.1 7/16" Sheathing w/ 10d x 1 1/2" Nails, 4/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203 HD7B (5) 2X6 (8)11-22.2 7/16" Sheathing w/ 10d x 1 1/2" Nails, 4/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203 HD7B (8) 2X6 (16)13.1 7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203 HD7B (4) 2X6 (6)13.2 7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203 HD7B (6) 2X6 (8)13.3 7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203 HD7B (4) 2X6 (6)15.1 7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203 HD5B (4) 2X6 (6)15.2 7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203 HD5B (6) 2X6 (8)A 7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12, Both Faces See Det.7 & 8 and Wall Framing Schedule, Dwg. S203 HD7B (7) 2X6 (24)AA 7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12, Both Faces 2x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD7B (5) 2X6 (12)BB 7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12, Both Faces 2x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD7B (5) 2X6 (12)CHMZ.1 7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203 HD7B (6) 2X6 (4)CHMZ.2 7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203 HD5B (4) 2X6 (6)CHMZ.3 7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203 HD5B (4) 2X6 (8)CHMZ.4 7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203 HD7B (6) 2X6 (12)CHMZ.5 7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/122x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD5B (4) 2X6 (8)DJ 7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/122x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD7B (4) 2X6 (12)EK 7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/122x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD7B (4) 2X6 (12)F 7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203 HD7B (4) 2X6 (12)G.1 7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203 HD7B (4) 2X6 (8)G.2 7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203 HD7B (7) 2X6 (10)G.3 7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203 HD7B (5) 2X6 (10)N 7/16" Sheathing w/ 10d x 1 1/2" Nails, 4/122x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD7B (5) 2X6 (10)P 7/16" Sheathing w/ 10d x 1 1/2" Nails, 4/122x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD7B (5) 2X6 (10)Q 7/16" Sheathing w/ 10d x 1 1/2" Nails, 4/122x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD7B (5) 2X6 (10)T 7/16" Sheathing w/ 10d x 1 1/2" Nails, 4/122x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD7B (5) 2X6 (10)V 7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12, Both Faces 2x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD7B (5) 2X6 (12)X 7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12, Both Faces 2x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD7B (5) 2X6 (12)4th floor1 7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203 HD3B (6) 2X6 (4)2-16.1 7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/122x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD5B (5) 2X6 (6)2-16.2 7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203 HD7B (8) 2X6 (12)4 7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203 HD7B (8) 2X6 (10)5 7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203 HD7B (8) 2X6 (10)6 7/16" Sheathing w/ 10d x 1 1/2" Nails, 4/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203 HD7B (8) 2X6 (18)8 7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203 HD7B (8) 2X6 (10)10-21.1 7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/122x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD5B (4) 2X6 (4)10-21.2 7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203 HD7B (8) 2X6 (10)11-22.1 7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203 HD5B (5) 2X6 (6)11-22.2 7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203 HD5B (8) 2X6 (12)13.1 7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203 HD5B (4) 2X6 (4)13.2 7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203 HD7B (6) 2X6 (6)13.3 7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203 HD7B (4) 2X6 (4)15.1 7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203 HD3B (4) 2X6 (4)15.2 7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203 HD3B (6) 2X6 (6)A 7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203 HD7B (7) 2X6 (18)AA 7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/122x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD3B (5) 2X6 (8)BB 7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/122x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD3B (5) 2X6 (8)CHMZ.1 7/16" Sheathing w/ 10d x 1 1/2" Nails, 4/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203 HD5B (6) 2X6 (2)CHMZ.2 7/16" Sheathing w/ 10d x 1 1/2" Nails, 4/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203 HD5B (4) 2X6 (4)CHMZ.3 7/16" Sheathing w/ 10d x 1 1/2" Nails, 4/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203 HD5B (4) 2X6 (6)CHMZ.4 7/16" Sheathing w/ 10d x 1 1/2" Nails, 4/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203 HD5B (6) 2X6 (8)CHMZ.5 7/16" Sheathing w/ 10d x 1 1/2" Nails, 4/122x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD5B (4) 2X6 (6)DJ 7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/122x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD5B (4) 2X6 (10)EK 7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/122x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD5B (4) 2X6 (10)F 7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203 HD5B (4) 2X6 (10)G.1 7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203 HD5B (4) 2X6 (6)G.2 7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203 HD7B (7) 2X6 (8)G.3 7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203 HD5B (5) 2X6 (6)N 7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/122x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD5B (5) 2X6 (6)P 7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/122x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD5B (5) 2x6 (6)Q 7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/122x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD5B (5) 2x6 (6)T 7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/122x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD5B (5) 2X6 (6)V 7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/122x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD3B (5) 2X6 (8)X 7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/122x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD3B (5) 2X6 (8)5th floor1 7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203 HD3B (6) 2X6 (2)2-16.1 7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/122x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD3B (5) 2X6 (4)2-16.2 7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203 HD5B (8) 2X6 (8)4 7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203 HD5B (8) 2X6 (6)5 7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203 HD5B (8) 2X6 (6)6 7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203 HD5B (8) 2X6 (10)8 7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203 HD5B (8) 2X6 (6)10-21.1 7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/122x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD3B (4) 2X6 (2)10-21.2 7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203 HD5B (8) 2X6 (6)11-22.1 7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203 HD3B (5) 2X6 (4)11-22.2 7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203 HD3B (8) 2X6 (8)13.1 7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203 HD3B (4) 2X6 (2)13.2 7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203 HD5B (6) 2X6 (4)13.3 7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203 HD5B (4) 2X6 (2)15.1 7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203 HD3B (4) 2X6 (4)15.2 7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203 HD3B (6) 2X6 (4)A 7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203 HD5B (7) 2X6 (10)AA 7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/122x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD3B (5) 2X6 (4)BB 7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/122x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD3B (5) 2X6 (4)CHMZ.1 7/16" Sheathing w/ 10d x 1 1/2" Nails, 4/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203 HD3B (6) 2X6 (2)CHMZ.2 7/16" Sheathing w/ 10d x 1 1/2" Nails, 4/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203 HD3B (4) 2X6 (2)CHMZ.3 7/16" Sheathing w/ 10d x 1 1/2" Nails, 4/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203 HD3B (4) 2X6 (4)CHMZ.4 7/16" Sheathing w/ 10d x 1 1/2" Nails, 4/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203 HD3B (6) 2X6 (6)CHMZ.5 7/16" Sheathing w/ 10d x 1 1/2" Nails, 4/122x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD3B (4) 2X6 (4)DJ 7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/122x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD3B (4) 2X6 (6)EK 7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/122x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD3B (4) 2X6 (6)F 7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203 HD3B (4) 2X6 (6)G.1 7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203 HD3B (4) 2X6 (4)G.2 7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203 HD3B (7) 2X6 (6)G.3 7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/12See Det.7 & 8 and Wall Framing Schedule, Dwg. S203 HD3B (5) 2X6 (4)N 7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/122x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD3B (5) 2X6 (4)P 7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/122x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD3B (5) 2X6 (4)Q 7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/122x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD3B (5) 2X6 (4)T 7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/122x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD3B (5) 2X6 (4)V 7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/122x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD3B (5) 2x6 (4)X 7/16" Sheathing w/ 10d x 1 1/2" Nails, 6/122x6 @ 16" O.C. SPF#2 w/ blocking at mid-heightHD3B (5) 2X6 (4)SHEAR 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, INSOME CASES, ALSO ACT AS SHEAR WALLS. FOR NON-LOAD BEARING INTERIOR SHEAR WALLS, SEE SHEAR WALL SCHEDULE FOR REQUIRED STUD SIZE, SPACING, TYPE ANDBLOCKING3. SHEAR TRANSFER CLIPS TO BE SIMPSON HSLQ37-SDS2.5 UNLESS OTHERWISE NOTED. SEE SCHEDULE FOR QUANTITY REQUIRED PER SHEAR WALL LINE SEGMENT. CLIPSSHALL BE EQUALLY SPACED OVER FULL SHEATHED SHEAR WALL PANELS. DO NOT INSTALL CLIPS OVER WINDOW OR DOOR OPENINGS. SEE SHEAR WALL KEY PLAN FORDETAIL 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 ONDIFFERENT STUDS (SHEATHING JOINTS SHALL BE STAGGERED FROM ONE SIDE TO THE OTHER).6. SHEATHING SHALL BE FASTENED TO RIM WITH MIN. OF (3) ROWS OF 10 PENNY BY 1 1/2" NAILS AT 12" O.C.7. SHEATHING SHALL BE FASTENED TO BOTTOM TOP PLATE OF WALL AT 12" O.C.8. FOR EXTERIOR WALL PANELIZED SYSTEM, PROVIDE BLOCKING AS REQUIRED AT PANEL EDGES TO BE FASTENED WITH EDGE NAILING PATTERN.9. SHEATHING SHALL BE FASTENED TO SILL/SOLE PLATE WITH EDGE NAILING PATTERN.10. STANDARD HOLD-DOWN ALTERNATE FOR SHEAR WALLS DOES NOT REQUIRE INSTALLATION OF END STUDS. ONLY PROVIDE COMPRESSION STUDS PER SHEAR WALLSCHEDULE.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 THEOTHER. ALL OTHER COMPRESSION STUDS SHALL BE FASTENED WITH FIELD PATTERN STAGGERED FROM STUD TO STUD.12. STANDARD SIMPSON HOLD-DOWNS PER SHEAR WALL SCHEDULE. RODS FOR HOLD-DOWNS AS FOLLOWS: HD3B AND HD5B - 5/8" ROD, HD7B AND HD9B - 7/8" ROD, HD12 - 1"RODDRAG STRUT / PLYWOOD FASTENING SCHEDULE AT SHEAR WALL LINESDrag Strut MarkStrap or Plywood FasteningFasteningBlockingDetailCommentsDS-2-16.1PLYWOOD GLUED AND NAILEDPLYWOOD GLUED AND NAILED - SEE DETAIL 2 x 8 AS REQ'D1/S204.1DS-2-16.2PLYWOOD GLUED AND NAILEDPLYWOOD GLUED AND NAILED - SEE DETAIL 2 x 8 AS REQ'D15/S204 SIM., 16/S204 SIM.DS-4, DS-5, DS-6, DS-8 PLYWOOD GLUED AND NAILEDPLYWOOD GLUED AND NAILED - SEE DETAIL 2 x 8 AS REQ'D2/S204 SIM., 16/S204 SIM.DS-10-21PLYWOOD GLUED AND NAILEDPLYWOOD GLUED AND NAILED - SEE DETAIL 2 x 8 AS REQ'D3/S204.1DS-11-22.1PLYWOOD GLUED AND NAILEDPLYWOOD GLUED AND NAILED - SEE DETAIL 2 x 8 AS REQ'D2/S204.1DS-11-22.2PLYWOOD GLUED AND NAILEDPLYWOOD GLUED AND NAILED - SEE DETAIL 2 x 8 AS REQ'D2/S204 SIM., 16/S204 SIM.DS-13PLYWOOD GLUED AND NAILEDPLYWOOD GLUED AND NAILED - SEE DETAIL 2 x 8 AS REQ'D4/S204.1DS-AA, DS-BBPLYWOOD GLUED AND NAILEDPLYWOOD GLUED AND NAILED - SEE DETAIL 2 x 8 AS REQ'D2/S204 SIM., 16/S204 SIM.DS-CHMZ.1PLYWOOD GLUED AND NAILEDPLYWOOD GLUED AND NAILED - SEE DETAIL 2 x 8 AS REQ'D1/S204.1DS-CHMZ.2PLYWOOD GLUED AND NAILEDPLYWOOD GLUED AND NAILED - SEE DETAIL 2 x 8 AS REQ'D2/S204 SIM.DS-CHMZ.3PLYWOOD GLUED AND NAILEDPLYWOOD GLUED AND NAILED - SEE DETAIL 2 x 8 AS REQ'D2/S204 SIM.DS-CHMZ.4PLYWOOD GLUED AND NAILEDPLYWOOD GLUED AND NAILED - SEE DETAIL 2 x 8 AS REQ'D2/S204.1DS-DD, DS-XSTRAP 3" x 12GA., 38" DEVELOPMENT EA. SIDE (40) 16d x 3.5" NAILS EA. SIDE(2) 2x8 BLOCKING MIN. AT CORRIDOR15/S204 SIM. DEVELOP AND FASTEN TO TOP OF LVL RIM / LEDGER. ADD SISTER BLOCKING TO LVL /RIM AS NEEDED. SIMILAR TO SIMPSON CMST12DS-DJ, DS-EKPLYWOOD GLUED AND NAILEDPLYWOOD GLUED AND NAILED - SEE DETAIL 2 x 8 AS REQ'D1/S204DS-FSTRAP 1.25" x 14GA., 22" DEVELOPMENT EA. SIDE (20) 10d x 3" NAILS EA. SIDE(2) 2x8 BLOCKING15/S204 SIM. DEVELOP AND FASTEN TO TOP OF LVL RIM / LEDGER. SIMILAR TO SIMPSON CS14DS-N, DS-P, DS-Q, DS-T PLYWOOD GLUED AND NAILEDPLYWOOD GLUED AND NAILED - SEE DETAIL 2 x 8 AS REQ'D2/S204 SIM., 16/S204 SIM.DS-VPLYWOOD GLUED AND NAILEDPLYWOOD GLUED AND NAILED - SEE DETAIL 2 x 8 AS REQ'D2/S204 SIM., 4/S204.1DRAG STRUT / PLYWOOD FASTENING SCHEDULE NOTES1. ADDITIONAL NAILING FOR FASTENING STRAP TO BLOCKING: (2) NAILS PER BLOCKING BAY. WHERE STRAP PASSES PARALLEL TO JOIST OVER CORRIDOR, PROVIDE NAILING 8" O.C. WITH SAME TYPE NAILING AS ENDS ON EA. 2X BELOW.2. WHERE SCHEDULED STRAP IS WIDER THAN FRAMING MEMBER BELOW, ADD 2X8 BLOCKING AS REQ'D TO ACHIEVE NECESSARY WIDTH.3. SEE SHEAR WALL KEY PLAN FOR TYPICAL PLYWOOD FASTENING AND DRAG STRUT DETAILS.4. AT SHEAR WALL LINES, PLYWOOD TO BE GLUED AND NAILING ALONG TOP OF FLOOR TRUSS TO BE 6" O.C.SHEAR WALL KEY PLAN LEGENDWALL SILL PLATE ANCHORAGE TO PLANK1. ALL PERIMETER SHEAR WALLS SILL PLATE SHALL BE ANCHORED TO CONCRETE PLANK/BEAM BELOW WITH SIMPSON 5/8" SSTB24 @ 32" O.C.2. ALL INTERIOR SHEAR WALLS SILL PLATE SHALL BE ANCHORED TO CONCRETE PLANK BELOW WITH 5/16" TAPCON @ 6" O.C., 3" MIN. EMBED.3. LOAD BEARING WALLS NOT SHOWN ON THE SHEAR WALL KEY PLAN - SILL SHALL BE ANCHORED TO CONCRETE PLANK BELOW WITH 5/16" TAPCON @ 18" O.C., 3" MIN. EMBED.11111111111111111111222222REV. DESCRIPTION DATE1 ADDENDUM #2 07/15/20192 ADDENDUM #4 10/15/2019Shear Wall SheathingRFI 100 S-1ST FLOOR0"S-T.O. PILE CAP387' - 6"S-T.O. GRADE BEAM @PARKING387' - 0"S-B.O. PILE CAP384' - 6"GRADE BEAM - REFER TO SCHEDULE ON DWG S101 FOR SIZE AND REINFORCEMENTASPHALT AND SUB-BASE - REFER TO SITE DRAWINGSSIDEWALK WHERE IT OCCURS -REFER TO SITE PLANSTYPICAL 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 FILL5"1' - 6"1' - 6"6"2"3' - 0"FOR SHEAR WALL END REINFORCEMENT, REFER TO DETAILS ON SHEET S202(2) #5. SEE TYPICAL CMU REINFORCING DETAILS, SHEET S202S-T.O. GRADE BEAM @PARKING387' - 0"385' - 6"383' - 6"12" HDPE - REFER TO CIVIL DRAWINGSGRADE BEAM - SEE PLAN AND SCHEDULE FOR TYPE AND REINFORCING(+/-) REFER TO CIVIL DWGS.384' - 6"2' - 6"1' - 0"1' - 0"4' - 0"1' - 0"STIRRUPS #4 @ 9" O.C. FOR 8'-0" AT LOCATION OF PIPE 8' - 0"COMPACTED STRUCTURAL FILL(10) #7 BARS, T&B(5) #7 BARS, T&B#5 @ 7" STIRRUPSEQEQ1' - 9"4' - 0"1' - 9"7' - 6"4' - 0"3' - 0"(4) #6 @ EA. PILE18" DEVELOPMENT W/ 12" HOOK.WELDED TO HP, 5" LONG, 3/8" WELD EA. BARCOLUMN ABOVE6"(5) #7 E.W., T&BEQEQ4' - 0"EQEQ4' - 0"3' - 0"6"NOTE: HOOKED PILE TENSION REBAR DOES NOT OCCUR @ SINGLE PILE CAPS2024SEE DETAILFOR PILE SPACING DIMENSIONS#5 @ 10" O.C. STIRRUPS AROUND (8) BARS#5 @ 10" O.C. STIRRUPS AROUND (8) BARS#5 @ 10" O.C. STIRRUPS AROUND (8) BARS#5 @ 10" O.C. STIRRUPS AROUND (8) BARS#8 @ 8" O.C., EA. WAY, TOP AND BOTTOM22' - 4 3/4"3' - 6"1' - 6"1' - 6"12' - 7 1/4"9' - 8"9' - 4"12' - 8 3/4"3' - 6"14' - 11 1/4"S-1ST FLOOR0"S-T.O. GRADE BEAM @MAIN FLOOR389' - 0"#4 @ 12" O.C.(2) #5 LONGITUDINAL(2) #5 LONGITUDINALREFER TO DWG S101.1 FOR SLAB REINFORCEMENTGRADE BEAM - REFER TO GRADE BEAM SCHEDULE ON DWG S101 FOR SIZE AND REINFORCEMENT1' - 6"1' - 6"METAL STUD WALL WHERE IT OCCURS -REFER TO ARCH. DWGS.10" CMU WALL. TYPICAL CMU REINFORCING #5 @ 24" O.C.EXTERIOR INSULATION - REFER TO ARCH. DRAWINGSVAPOR BARRIERCOMPACTED STRUCTURAL FILLSIDEWALK WHERE IT OCCURS - REFER TO SITE PLANS9"14"1' - 0"NOTCH GRADE BEAM AT PERIMETER FOR SIDEWALK AND GRADING1' - 1"5"PILE BEYOND8"6"3' - 0"(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 S-1ST FLOOR0"S-T.O. GRADE BEAM @MAIN FLOOR389' - 0"#4 @ 12" O.C.(3) #6 LONGITUDINALREFER TO DWG S101.1 FOR SLAB REINFORCEMENTGRADE BEAM - REFER TO GRADE BEAM SCHEDULE ON DWG S101 FOR SIZE AND REINFORCEMENT9"14"2S-1ST FLOOR0"S-T.O. PILE CAP387' - 6"S-T.O. GRADE BEAM @PARKING387' - 0"S-B.O. PILE CAP384' - 6"PILE CAP BEYOND - SEE PLAN FOR TYPE, SIZE AND REINFORCINGGRADE BEAM - REFER TO SCHEDULE ON DWG S101 FOR SIZE AND REINFORCEMENTASPHALT AND SUB-BASE - REFER TO SITE DRAWINGSCOMPACTED STRUCTURAL FILLS2023SEE DETAILFOR PILE SPACING DIMENSIONSFOR GRADE BEAM REINFORCEMENT, REFER TO GRADE BEAM SCHEDULE ON DRAWING S101#5 @ 10" O.C. STIRRUPS AROUND (8) BARS#8 @ 8" O.C., EA. WAY, TOP AND BOTTOM#5 @ 10" O.C. STIRRUPS AROUND (8) BARS#5 @ 10" O.C. STIRRUPS AROUND (8) BARS14' - 1 1/2"14' - 4 3/4"20' - 9 1/2"14' - 1 1/2"1' - 6"12' - 7 1/2"3' - 6"3' - 6"S2022SEE DETAILFOR PILE SPACING DIMENSIONS#5 @ 10" O.C. STIRRUPS AROUND (8) BARS12' - 7 3/4"20' - 6 3/4"#5 @ 10" O.C. STIRRUPS AROUND (8) BARS#5 @ 10" O.C. STIRRUPS AROUND (8) BARS#8 @ 8" O.C., EA. WAY, TOP AND BOTTOMFOR GRADE BEAM REINFORCEMENT, REFER TO GRADE BEAM SCHEDULE ON DRAWING S101S5SHS-1ST FLOOR0"S-T.O. GRADE BEAM @MAIN FLOOR389' - 0"#4 @ 12" O.C.(2) #6 LONGITUDINALREFER TO DWG S101.1 FOR SLAB REINFORCEMENTREFER TO GRADE BEAM SCHEDULE ON DWG S101 FOR SIZE AND REINFORCEMENT8"16"COMPACTED STRUCTURAL FILLVAPOR BARRIEREQEQ1S2021SEE DETAILFOR PILE SPACING DIMENSIONS3' - 6"1' - 9"7' - 8 3/4"14' - 6 3/4"12' - 9 3/4"11' - 2 3/4"#5 @ 10" O.C. STIRRUPS#5 @ 10" O.C. STIRRUPS AROUND (8) BARS#5 @ 10" O.C. STIRRUPS AROUND (8) BARS#8 @ 8" O.C., EA. WAY, TOP AND BOTTOMSCS1S-1ST FLOOR0"S-T.O. PILE CAP387' - 6"S-T.O. GRADE BEAM @PARKING387' - 0"S-B.O. PILE CAP384' - 6"PILE CAP BEYOND, WHERE IT OCCURS - SEE PLAN FOR TYPE, SIZE AND REINFORCINGGRADE BEAM - REFER TO SCHEDULE ON DWG S101 FOR SIZE AND REINFORCEMENTASPHALT AND SUB-BASE - REFER TO SITE DRAWINGSCOMPACTED STRUCTURAL FILL1' - 6"1' - 6"6"2"10" CMU. TYPICAL 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 (2) #5. SEE TYPICAL CMU REINFORCING DETAILS, SHEET S2023' - 0"PILE BEYONDS-T.O. GRADE BEAM @MAIN FLOOR389' - 0"S-T.O. GRADE BEAM @PARKING387' - 0"S-B.O. PILE CAP384' - 6"6' - 0"GRADE BEAM GB-6 AT MAIN FLOOR . SEE GRADE BEAM SCHEDULE FOR TYPICAL REINFORCINGGRADE BEAM AT PARKING WHERE IT INTERSECTS GRADE BEAM GB-63' - 0"PILES45.00°2"6"(3) #6 BARS(5) #6 BARSNOTE:AT ALL LOCATIONS WHERE PARKING GRADE BEAM INTERSECTS MAIN FLOOR GRADE BEAM GB-6, THICKEN GRADE BEAM GB-6 AND ADD REINFORCING AS SHOWN1' - 6"1' - 6"1' - 6"18" MIN. FROM CENTER OF PILETYP. 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"1' - 4"WATERPROOFING -REFER TO ARCH. DWGS.SIDEWALK WHERE IT OCCURS - REFER TO SITE PLANSS-FIRST FLOOR389'-6"5' - 0"3' - 0"2' - 0"5' - 0"10"1' - 4"2' - 0"2' - 0"SLAB - REFER TO PLAN FOR REINFORCINGVAPOR BARRIORCOMPACTED STRUCTURAL FILLWATERSTOP110 South Albany StreetIthaca, New York 14850607.277.1118www.taitem.comThe Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:DATE:10/15/2019 11:37:49 AMP:\Design\R-Z\Vecino Ithaca Arthaus - 18738\3. Drawings\Structural\2019.10.15 REVIT and PDF_ADD #4\Arthaus_Struc_11.6.1_Addendum_4.rvtFOUNDATION SECTIONSAND DETAILSS20118260DMIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK06/10/2019 3/4" = 1'-0"4GRADE BEAM AT PARKING PERIMETER 3/4" = 1'-0"6GRADE BEAM SECTION AT THICKENING FOR PIPE 1/2" = 1'-0"8PC-2 PLAN AND SECTION DETAIL 1/2" = 1'-0"7PC-1 PLAN AND SECTION DETAIL 3/8" = 1'-0"10STAIR CORE #1 / ELEVATOR #2 MAT REINFORCING, PLAN VIEW 3/4" = 1'-0"1GRADE BEAM / FLOOR SLAB AT MAIN LEVEL PERIMETER 3/4" = 1'-0"2GRADE BEAM / FLOOR SLAB AT MAIN LEVEL INTERIOR 3/4" = 1'-0"5GRADE BEAM AT PARKING INTERIOR 3/8" = 1'-0"11STAIR CORE #2 MAT REINFORCING, PLAN VIEW 3/8" = 1'-0"12STAIR CORE #3 MAT REINFORCING, PLAN VIEW 3/4" = 1'-0"314 X 24 GRADE BEAM DETAIL 3/8" = 1'-0"14ELEVATOR CORE MAT REINFORCING - PLAN VIEW1 3/4" = 1'-0"15GRADE BEAM AT PARKING INTERIOR SHEAR WALL 3/4" = 1'-0"9GRADE BEAM GB-6 THICKENING AT INTERSECTION WITH PARKING GRADE BEAM2 3/8" = 1'-0"13ELEVATOR CORE SECTION2REV. DESCRIPTION DATE1 ADDENDUM #2 07/15/20192 ADDENDUM #4 10/15/2019RFI 71 - Stair #2 Below Grade InsulationRFI 71RFI 22 W.O./PILASTERW.O./PILASTERW/PILASTER ALT-1W/PILASTER ALT-2W/PILASTER ALT-1W/PILASTER ALT-2TYPICAL 10" CMU WALLS REINF. @ CORNER DETAILTYPICAL 10" CONC. WALLS REINF. @ CORNER DETAILTYPICAL 10" CMU WALLS REINF. @ ENDS DETAILTYPICAL 10" CMU WALLS REINF. @ INTERSECTION DETAILTYPICAL 10" CMU WALLS REINF. @ CONTROL JOINT DETAILSCALE: 3/4"=1'-0"HEAVY DUTY HORIZONTAL TRUSSREINF. SUCH AS "DUR-O-WALL" EVERYOTHER COURSE ABOVE GRADE, EVERYCOURSE BELOW GRADE, TRUSS TYPE#5 @ 24" O.C. VERT.(10) #6 VERT. ATALL CORNERSSIDE RODS ŏ 3/16" CROSS ROD #9 MIN LAP 6"*CMU GROUTED SOLIDSCALE: 3/4"=1'-0"#5 @ 24" O.C., VERT., E.F.(10) #6 VERT. ATALL CORNERS**ALL VERT. BARS SHALL BE EMBED./SPLICED INTO POURED FOUNDATION WALLS, 36" MIN.#5 @ 18" O.C., HORZ., E.F.UNLESS NOTED OTHERWISEUNLESS NOTED OTHERWISE#5 @ 18" O.C., HORZ.CORNER BARS (TYP.)30"30"***ALL CMU SHALL BE RUNNING BOND PATTERN.#5 @ 24" O.C., VERT., E.F.VERT. BARS#5 @ 18" O.C., HORZ., E.F.UNLESS NOTED OTHERWISEUNLESS NOTED OTHERWISE#4 @ 12" O.C. STIRRUPS#5 @ 24" O.C., VERT., E.F.#5 @ 18" O.C., HORZ., E.F.UNLESS NOTED OTHERWISEUNLESS NOTED OTHERWISE#4 @ 12" O.C. STIRRUPS#5 @ 18" O.C., HORZ.CORNER BARS (TYP.)30"30"#5 @ 18" O.C., HORZ.CORNER BARS (TYP.)30"30"HEAVY DUTY HORIZONTAL TRUSSREINF. SUCH AS "DUR-O-WALL" EVERYOTHER COURSE ABOVE GRADE, EVERYCOURSE BELOW GRADE, TRUSS TYPE#5 @ 24" O.C. VERT.SIDE RODS ŏ 3/16" 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., HORZ.42"42"HEAVY DUTY HORIZONTAL TRUSSREINF. SUCH AS "DUR-O-WALL" EVERYOTHER COURSE ABOVE GRADE, EVERYCOURSE BELOW GRADE, TRUSS TYPE#5 @ 24" O.C. VERT.SIDE RODS ŏ 3/16" 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., HORZ.42"42"SCALE: 3/4"=1'-0"HEAVY DUTY HORIZONTAL TRUSSREINF. SUCH AS "DUR-O-WALL" EVERYOTHER COURSE ABOVE GRADE, EVERYCOURSE BELOW GRADE, TRUSS TYPE#5 @ 24" O.C. VERT.SIDE RODS ŏ 3/16" 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.HEAVY DUTY HORIZONTAL TRUSSREINF. SUCH AS "DUR-O-WALL" EVERYOTHER COURSE ABOVE GRADE, EVERYCOURSE BELOW GRADE, TRUSS TYPE#5 @ 24" O.C. VERT.(6) #6 VERT.SIDE RODS ŏ 3/16" 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.SCALE: 3/4"=1'-0"(8) #6 VERT.TO MATCHPILASTER REINF.VERT. BARSTO MATCHPILASTER REINF.SCALE: 3/4"=1'-0"HEAVY DUTY HORIZONTAL TRUSSREINF. SUCH AS "DUR-O-WALL" EVERYOTHER COURSE ABOVE GRADE, EVERYCOURSE BELOW GRADE, TRUSS TYPE#5 @ 24" O.C. VERT.(6) #6 VERT.SIDE RODS ŏ 3/16" 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.EA. SIDE OF JOINTBACKER ROD & SEALANT****HORZ. REINF. SHALL NOT GO THROUGH CONTROL JOINTCERAMIC FIBER FELTOR EQUIVALENT*****CONTROL JOINT SHALL BE 25'-0" O.C. MAX. FOR WALLS LONGER THAN 40'-0".****TRUE PILASTER COURSES SHALL BE USED, INCLUDING BLOCK CORNER EXTENSIONS TO HAVE RUNNING BOND.****TRUE PILASTER COURSES SHALL BE USED, INCLUDING BLOCK CORNER EXTENSIONS TO HAVE RUNNING BOND.S1SC9"1' - 11 7/8"8' - 6"10"10"4 7/8"9"9"7' - 9"1' - 5 5/8"SUMP PIT - SEE ARCHITECTURAL DRAWINGSSEE DETAILFOR STRUCTURAL MAT REINFORCINGS201141' - 6"1' - 6"113S2011' - 6"2 1/8"1' - 6"4' - 9"4' - 8"7' - 9"1' - 0 5/8"2S5SHGB-1A.2GB-6BSEE DETAILFOR STRUCTURAL MAT REINFORCING16' - 3"INSIDE FACE OF CMU WALL ABOVEGB-1A1' - 6"15' - 8 1/8"10"1' - 6"1' - 6"GB-3A1' - 6"5 5/8"10"8' - 4"10"S2011212S2021' - 7 5/8"9' - 2"1' - 11 1/8"6' - 7 7/8"8' - 7 1/8"2SJS7SNGB-2BGB-5B16' - 10 3/8" (+/-)10"S20111SEE DETAILFOR STRUCTURAL MAT REINFORCING10"8' - 4"10"13S2022 3/8"2' - 9 5/8"10' - 5 5/8"8' - 9 3/8"8' - 10 1/4"7' - 11 3/8"2 3/8"2' - 9 5/8"3' - 0"4' - 8"2S12SWS13G B -1 C G B -6 B10"8 ' - 4 "1 0 "8 ' - 5 5 /8 "1 0 "S20110SEE DETAILFOR STRUCTURAL MAT REINFORCING1' - 6"1' - 2 5/8"16' - 7 3/8"9 1/2"9"1' - 6"1' - 6"18' - 7 1/2"12S202Sim6' - 11"10"SUMP PIT - SEE ARCHITECTURAL DRAWINGS9' - 6 1/8"9 5/8"1' - 10"1' - 1 1/2"1 ' - 3 3 /4 "3 ' - 4 1 /4 "4 ' - 7 5 /8 "9 5/8"9' - 8 3/8"22SH4S203CHANNEL LEDGERCHANNELCHANNELCHANNEL LEDGERCHANNEL STRINGERCHANNEL STRINGERCHANNEL STRINGERCHANNEL STRINGERS20215Sim1(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 DRAWINGS2HORIZONTAL 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.22TSLDOWELS (2) #5VERTICAL SIDE REINFORCING SHALL EXTEND TO TOP AND BOTTOM OF WALL22S-1ST FLOOR0"S-T.O. PILE CAP387' - 6"S-T.O. GRADE BEAM @MAIN FLOOR389' - 0"S-B.O. PILE CAP384' - 6"TYPICAL CMU REINFORCING#5 @ 24" O.C.#5 @ 24" O.C. DOWEL x 6'-0"36" INTO CMU#5 @ 24" O.C., E.F.#5 @ 18" O.C., E.F.FOR SLAB REINFORCING, SEE DRAWING S101.1PILE CAP REINFORCING NOT SHOWN FOR CLARITY -SEE PLAN FOR PILE CAP SIZE AND REINFORCINGSTRUCTURAL FILLFOR SLAB REINFORCING, SEE DRAWING S101.1VAPOR BARRIER10"STAIR2S-1ST FLOOR0"S-T.O. PILE CAP387' - 6"S-B.O. PILE CAP384' - 6"TYPICAL CMU REINFORCING#5 @ 24" O.C.#5 @ 24" O.C. DOWEL x 6'-0"36" INTO CMU#5 @ 24" O.C., E.F.#5 @ 18" O.C., E.F.ASPHALT AND SUB-BASE -REFER TO SITE DRAWINGSPILE CAP REINFORCING NOT SHOWN FOR CLARITY -SEE PLAN FOR PILE CAP SIZE AND REINFORCINGSTRUCTURAL FILLFOR SLAB REINFORCING, SEE DRAWING S101.110"EXTERIOR INSULATION -REFER TO ARCHITECTURAL DRAWINGSSTAIR212" TYP.8"4"6"1' - 0"6"C12 OR MC12 STRINGERREFER TO ARCH. DWGS. FOR TREADS AND RISERSSLAB REINFORCING. REFER TO DWG. S101.1#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.1PROVIDE (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"1FOR PILASTER REINF. REFER TO S101.1FOR PILASTER REINF. REFER TO S101.1110 South Albany StreetIthaca, New York 14850607.277.1118www.taitem.comThe Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:DATE:10/16/2019 11:23:33 AMP:\Design\R-Z\Vecino Ithaca Arthaus - 18738\3. Drawings\Structural\Current Revit\Arthaus_Struc.rvtELEVATOR AND STAIRCORE DETAILSS20218260DMIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK06/10/2019 1/4" = 1'-0"1ELEVATOR - ENLARGED FOUNDATION PLAN 1/4" = 1'-0"2STAIR 3 - ENLARGED FOUNDATION PLAN 1/4" = 1'-0"3STAIR 2 - ENLARGED FOUNDATION PLAN 1/4" = 1'-0"4STAIR 1 / ELEVATOR #2 - ENLARGED FOUNDATION PLAN 1/4" = 1'-0"6STAIR 3 - ENLARGED PLAN 1/4" = 1'-0"11TYPICAL REINFORCING DETAIL @ CMU OPENINGS 3/4" = 1'-0"12MAIN LEVEL STAIR CORE REINFORCING AT FOUNDATION, SECTION 3/4" = 1'-0"13PARKING LEVEL STAIR CORE REINFORCING AT FOUNDATION, SECTION 3/4" = 1'-0"14TYP. STAIR STRINGER ANCHORAGE & FOUNDATION DETAIL 3/4" = 1'-0"15TYP. STAIR LANDING/STRINGER BEAM SUPPORT2REV. DESCRIPTION DATE1 ADDENDUM #2 07/15/20192 ADDENDUM #4 10/15/2019RFI 71 - Stair #2 Below Grade InsulationRFI 71Additional Details per RFI #23RFI 23Pilaster CMU Type ClarificationRFI 35Stair Core #3 ClarificationRFI 42 S-T.O.Conc Topping12' - 6"S-T.O. Plank Beam11' - 3"PRECAST BEAM. REFER TO CONCRETE BEAM SCHEDULE ON DWG S102PLANK111SHEAR OR BEARING WALL WHERE IT OCCURS - SEE FRAMING PLANS AND SHEAR WALL KEY PLAN AND SCHEDULEREINFORCING BY PLANK MANUFACTURERS-T.O.Conc Topping12' - 6"S-T.O. Plank Beam11' - 3"10" CMU WALL, REINFORCEMENT NOT SHOWN, REFER TO 8/S2025"1/2"2"EXTERIOR WALL - REFER TO ARCHITECTURAL DRAWINGS11CONCRETE PLANK W/ TOPPING. REINFORCING BY PLANK MANUFACTURERS-3RD FLOOR22' - 7 7/8"S-4TH FLOOR32' - 9 3/4"S-5TH FLOOR42' - 11 5/8"S-ROOF53' - 1 1/2"S-T.O. PARAPET57' - 9 1/2"S-T.O.Conc Topping12' - 6"S-T.O. Plank Beam11' - 3"AT WINDOW OPENINGS, SEE FRAMING PLANS, EXTERIOR WALL HEADER SCHEDULE, FOR REQ'D # OF KING STUDS, TYP.2x12 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 WALL FRAMING SCHEDULE BELOW FOR REQ'D NUMBER OF STUDS, SPACING AND BLOCKING AT EACH FLOORSEE 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 FLOORSEE WALL FRAMING SCHEDULE BELOW FOR REQ'D NUMBER OF STUDS, SPACING AND BLOCKING AT EACH FLOOR12S203SimSEE ARCHITECTURAL DRAWINGS FOR LOCATION OF WALL PANEL JOINTS. SEE REFERENCED DETAIL FOR REQ'D FASTENING BETWEEN PANELS, TYP.18S203TYP17S203TYPWINDOW HEADER PER 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.S-3RD FLOOR22' - 7 7/8"S-4TH FLOOR32' - 9 3/4"S-5TH FLOOR42' - 11 5/8"S-ROOF53' - 1 1/2"S-T.O.Conc Topping12' - 6"S-T.O. Plank Beam11' - 3"AT DOOR OPENINGS, SEE FRAMING PLANS, INTERIOR BEARING WALL HEADER SCHEDULE, FOR REQ'D # OF KING STUDS, TYP.2X12 RIM, TYP. FLOOR TRUSSES BEYOND NOT SHOWNPROVIDE SOLID BLOCKING BEHIND RIM AT DOOR KING STUD BEARING, AND AT EACH STUD BETWEEN FLOOR JOISTS, TYP. SEE REFERENCED DETAILS.CONCRETE 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 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 FLOORSEE 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 FLOOR2X6 SILL PLATE ON 3/4" SUB-FLOOR, TYP. 13S203TYP14S203TYPSIM CORRIDOR FRAMING - SEE FRAMING PLANSDOOR HEADER PER FRAMING PLANS AND HEADER SCHEDULES-T.O.Conc Topping12' - 6"S-T.O. Plank Beam11' - 3"REINFORCING BY PRE-CAST MANUFACTURERCMU WALL - SEE 8/S202 FOR REINFORCINGSTAIR / ELEVATOR CORE0".0".(2) #5U-BLOCK BOND BEAM(2) #5CAST CONCRETE.6" @ BEARING4" @ NON-BEARING 11122S-3RD FLOOR22' - 7 7/8"1 3/4" X 24" LVL FASTENED TO BLOCK WALL WITH (3) ROWS 3/4" DIA. X 8" TITEN HD BY SIMPSON @ 24" 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 8/S202 FOR REINFORCINGINSTALL CONTINUOUS 30# FELT BETWEEN BLOCK WALL AND LEDGER.BOND BEAM W/ (2) #5(2) #5FLOOR SHEATHING1S-ROOF53' - 1 1/2"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 8/S202 FOR REINFORCINGROOF SHEATHINGBOND BEAM W/ (2) #512X10 LEDGER, CONTINUOUS2X12 RIMSIMPSON SDWH TIMBER-HEX SCREWS, 4" LONG, TYP. FASTEN ALL SCREWS TO TRUSS ENDS AND TO STUD BLOCKING BETWEEN TRUSSES1 1/2"MIN.2 1/2"1 1/2"1 1/2"S-T.O. PARAPET 263' - 7 1/2"PT LEDGER - FASTEN WITH (2) ROWS OF 1/4" DIA X 6" TITEN HD @ 12" O.C.STAIR ROOF FRAMING AS SHOWN ON FRAMING PLANS, FASTENED TO LEDGER W/ JOIST HANGERSCMU WALL - SEE 8/S202 FOR REINFORCINGSEE ARCHITECTURAL DRAWINGS FOR PARAPET CAP AND FLASHINGPT 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.1BOND BEAM2' - 0"(2) #6 TOP & BOTTOMDEVELOPED 24" BEYOND OPENING BOTH SIDES.IF 24" CANNOT BE ACHIEVED, HOOK BARS INTO ADJACENT WALL#5 @ 8" O.C. VERT.26" INTO UPPER BLOCK STIRRUPSSTAIR SIDE1.75" X 24" LVL LEDGER W/ 30# FELT BETWEEN BLOCK & LEDGER. FASTEN LEDGER TO BLOCK W/ (3) ROWS 3/4" X 8" SIMPSON TITEN HD @ 24" O.C. HEADER H28 @ ALL FLOORSHG-14 PER BEAM HANGER SCHEDULE10" CMU FULLY GROUTED, REINF. W/ #5 @ 24" O.C. 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" CROSS ROD #9 MIN. LAP 6" 4"8"8"4"4 1/2"4 1/2"PROVIDE (6) 3/4" X 8" SIMPSON TITEN HD, (3) EA. SIDE OF HANGER AS SHOWNSECTION - 111AT HEADER H28, ALL FLOORSS-T.O.Conc Topping12' - 6"S-T.O. Plank Beam11' - 3"PLANKEXTERIOR WALL - REFER TO ARCHITECTURAL DRAWINGS1REINFORCING BY PLANK MANUFACTURER 10" CMU, REINFORCMENT NOT SHOWN, REFER TO 8/S202CW8 X 1310" 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 CELLS1EXTERIOR 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. INSTALL LSTA30 STRAPS FOR THE TOP AND BOTTOM PLATES.LSTA30 STRAPS AT TOP AND BOTTOM PLATESLSTA30 STRAPS AT TOP AND BOTTOM PLATES11MIN.2 1/2"1 1/2"1 1/2"2x8 CORRIDOR FRAMING2X10 LEDGER, CONTINUOUS2X12 RIM24" FLOOR TRUSSSILL PLATESIMPSON SDWH TIMBER-HEX SCREWS, 4" LONG, TYP. FASTEN ALL SCREWS TO TRUSS ENDS AND TO STUD BLOCKING BETWEEN TRUSSES1 1/2"PLYWOOD SHEATHINGCEILING NOT SHOWN. SEE ARCHITECTURAL DRAWINGSADDITIONAL SHEATHING AS REQ'D PER SHEAR WALL SCHEDULEWALL DOUBLE TOP PLATEMIN.2 1/2"1 1/2"1 1/2"2x8 CORRIDOR FRAMING2X10 LEDGER, CONTINUOUS2X12 RIM24" FLOOR TRUSS BEYONDSILL PLATESIMPSON SDWH TIMBER-HEX SCREWS, 4" LONG, TYP. FASTEN ALL SCREWS TO TRUSS ENDS AND TO STUD BLOCKING BETWEEN TRUSSESPLYWOOD SHEATHINGCEILING NOT SHOWN. SEE ARCHITECTURAL DRAWINGSADDITIONAL SHEATHING AS REQ'D PER SHEAR WALL SCHEDULE. RUN TO UNDERSIDE OF FLOOR ABOVE AS SHOWNWALL DOUBLE TOP PLATESTUD BLOCKING BETWEEN TRUSSES. NOTCH AROUND CONTINUOUS 2X12 RIM. STUD BLOCKING TO MATCH NUMBER AND SPACING OF STUDS IN WALL ABOVE - SEE WALL FRAMING SCHEDULE ON FRAMING PLANS1 1/2"SHEAR TRANSFER CLIP PER SCHEDULE, SHEET S107DOOR HEADER WHERE IT OCCURS. SEE FRAMING PLANS.1 1/2"1 1/2"2x8 CORRIDOR FRAMING2X10 LEDGER, CONTINUOUS24" LADDER TRUSS PARALLEL TO FLOOR TRUSSES. LADDER TRUSS VERTICALS 16" O.C., TYP.SILL PLATESIMPSON SDWH TIMBER-HEX SCREWS, 4" LONG, TYP. FASTEN ALL SCREWS TO LADDER TRUSS VERTICAL MEMBERSPLYWOOD SHEATHINGCEILING NOT SHOWN. SEE ARCHITECTURAL DRAWINGSADDITIONAL SHEATHING AS REQ'D PER SHEAR WALL SCHEDULEWALL DOUBLE TOP PLATEFLOOR TRUSSES AS THEY OCCUREQEQ10d X 3.5" (2) ROWS @ 12" O.C.10d X 2.25" @ 4" O.C.BLOCKING FOR ADDITIONAL SHEATHING AS REQ'D, TYPICAL16d X 3.5" NAILS @ 6" O.C.1 1/2"1 1/2"2x8 CORRIDOR FRAMING2X10 LEDGER, CONTINUOUS24" LADDER TRUSS PARALLEL TO FLOOR TRUSSES. LADDER TRUSS VERTICALS 16" O.C., TYP.SILL PLATESIMPSON SDWH TIMBER-HEX SCREWS, 4" LONG, TYP. FASTEN ALL SCREWS TO LADDER TRUSS VERTICAL MEMBERSPLYWOOD SHEATHINGCEILING NOT SHOWN. SEE ARCHITECTURAL DRAWINGSADDITIONAL SHEATHING AS REQ'D PER SHEAR WALL SCHEDULEWALL DOUBLE TOP PLATEFLOOR TRUSSES AS THEY OCCUREQEQ10d X 3.5" (2) ROWS @ 12" O.C.10d X 2.25" @ 4" O.C.BLOCKING FOR ADDITIONAL SHEATHING AS REQ'D, TYPICAL16d X 3.5" NAILS @ 6" O.C.DOOR HEADER WHERE IT OCCURS. SEE FRAMING PLANS.2X12 RIM24" FLOOR TRUSSSILL PLATEPLYWOOD SHEATHINGCEILING NOT SHOWN. SEE ARCHITECTURAL DRAWINGSADDITIONAL SHEATHING AS REQ'D PER SHEAR WALL SCHEDULEWALL DOUBLE TOP PLATEEXTERIOR WALL -REFER TO ARCHITECTURAL DRAWINGS24" FLOOR TRUSS BEYONDPLYWOOD SHEATHINGADDITIONAL SHEATHING AS REQ'D PER SHEAR WALL SCHEDULE. RUN TO UNDERSIDE OF FLOOR ABOVE AS SHOWNSTUD BLOCKING BETWEEN TRUSSES. NOTCH AROUND CONTINUOUS 2X12 RIM. STUD BLOCKING TO MATCH NUMBER AND SPACING OF STUDS IN WALL ABOVE - SEE WALL FRAMING SCHEDULE ON FRAMING PLANSSHEAR TRANSFER CLIP PER SCHEDULE, SHEET S107WINDOW HEADER WHERE IT OCCURS. SEE FRAMING PLANS.2X12 RIMSILL PLATEPLYWOOD SHEATHINGEXTERIOR WALL -REFER TO ARCHITECTURAL DRAWINGSCEILING NOT SHOWN. SEE ARCHITECTURAL DRAWINGSWALL DOUBLE TOP PLATE110 South Albany StreetIthaca, New York 14850607.277.1118www.taitem.comThe Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:DATE:10/15/2019 11:38:52 AMP:\Design\R-Z\Vecino Ithaca Arthaus - 18738\3. Drawings\Structural\2019.10.15 REVIT and PDF_ADD #4\Arthaus_Struc_11.6.1_Addendum_4.rvtFRAMING SECTIONS ANDDETAILSS20318260AuthorIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK06/10/2019 3/4" = 1'-0"2PLANK / BEAM REINFORCING AT INTERIOR BEAM 3/4" = 1'-0"1PLANK / BEAM REINFORCING AT PERIMETER BEAM 1/4" = 1'-0"8TYPICAL FRAMING AT EXTERIOR WALL, ELEVATION DETAILWALL FRAMING SCHEDULEFLOORFRAMINGALL EXTERIOR WOOD FRAMED 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 32" O.C. (THIRD POINTS)2: (2) 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHTINTERIOR LOAD-BEARING WOOD FRAMED WALLS5: 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT4: 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT 32" O.C. (THIRD POINTS)3: (2) 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT2: (2) 2x6 @ 16" O.C. SPF#2 W/ BLOCKING AT MID-HEIGHT 1/4" = 1'-0"7TYPICAL FRAMING AT INTERIOR LOAD-BEARING WALL, ELEVATION DETAIL 3/4" = 1'-0"3STAIR CORE REINFORCING AT 2ND FLOOR, SECTION 3/4" = 1'-0"4LEDGER DETAIL AT CMU CORE 3/4" = 1'-0"5ROOF FRAMING DETAIL AT STAIR 2 AND STAIR 3 3/4" = 1'-0"6ROOF FRAMING AT STAIR / ELEVATOR PARAPET 3/4" = 1'-0"9LINTEL REINFORCING @ STAIR #2 3/4" = 1'-0"10PLANK DETAIL AT CANTILEVERED PERIMETER 3/4" = 1'-0"11HOIST BEAM ATTACHMENT DETAIL 1 1/2" = 1'-0"12EXTERIOR WALL PANELS CONNECTION DETAIL 1 1/2" = 1'-0"13CORRIDOR FRAMING DETAIL AT PERPENDICULAR TRUSS 1 1/2" = 1'-0"14CORRIDOR FRAMING DETAIL BETWEEN TRUSSES 1 1/2" = 1'-0"15CORRIDOR FRAMING DETAIL AT PARALLEL TRUSS 1 1/2" = 1'-0"16CORRIDOR FRAMING DETAIL AT PARALLEL TRUSS AT DOOR HEADER 1 1/2" = 1'-0"17EXTERIOR WALL FRAMING AT TRUSS 1 1/2" = 1'-0"18EXTERIOR WALL FRAMING BETWEEN TRUSSES2222REV. DESCRIPTION DATE1 ADDENDUM #2 07/15/20192 ADDENDUM #4 10/15/2019Masronry Framing Details at Shaft RFI 75RFI 16 SIMPSON HSLQ37-SDS2.5 SHEAR TRANSFER CLIP - SEE SHEAR WALL SCHEDULE FOR QUANTITY REQUIRED PER SHEAR WALL LINE SEGMENT1 3/4" X 24" LVL ALIGNED TO ONE SIDE OF 2X6 SHEAR WALL BELOWDOUBLE TOP PLATE OF 2X6 SHEAR WALLSHEAR 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 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 SHEAR WALL LINE SHEAR WALL LINE COMPRESSION STUDS - SEE SHEAR WALL SCHEDULE FOR REQ'D NUMBERWALL FRAMING SHEAR WALL LINE COMPRESSION STUDS - SEE SHEAR WALL SCHEDULE FOR REQ'D NUMBERSIMPSON HOLD-DOWN. SEE SHEAR WALL SCHEDULE FOR SIZE AND TYPE SIMPSON HOLD-DOWN. SEE SHEAR WALL SCHEDULE FOR SIZE AND TYPE 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 REFER TO CONC. BEAM SCHEDULE ON S102 AND DETAIL 1/S203 FOR SIZE AND REINFORCINGSEE CONCRETE PLANK DETAIL 1/S203 FOR PLANK REINFORCINGEXTERIOR WALL - REFER TO ARCHITECTURAL DRAWINGS1111PRECAST BEAM MANUFACTURER TO PROVIDE WELDING PLATE FOR HOLD DOWN RODS. REFER TO SECOND FLOOR PLANK LOADING PLAN, SHEET S102.1 FOR TENSION LOADS.REFER TO SHEAR WALL KEY PLAN AND SCHEDULES ON SHEET S107 FOR HOLD-DOWN AND ROD TYPE AND SIZE2SEE ARCHITECTURAL DRAWINGS FOR WALL AND FLOOR FINISHES7/8" 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 SHEATHING11SEE ARCHITECTURAL DRAWINGS FOR WALL AND FLOOR FINISHES210" 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 SPACING10" 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 SPACINGDJ232X8 BLOCKING CONNECTING SHEAR WALL LINES IN CORRIDORSHEAR WALL BELOW CORRIDOR FRAMING AS IT OCCURS - SEE FRAMING PLANSFLOOR TRUSSES AS THEY OCCURFLOOR TRUSSES AS THEY OCCURSHEAR WALL BELOW LOAD BEARING SHEAR WALL BELOWLOAD BEARING WALL BELOWRIM AND DOOR HEADER PER FRAMING PLANS12' - 0"6' - 0"IN HATCHED AREA, PLYWOOD FLOOR SHEATHING TO BE GLUED AND HAVE AGGRESSIVE NAILING PATTERN.NAIL SHEATHING TO TRUSSES ATOP SHEAR WALLS, DIAGONAL BLOCKING AND TO ALL TRUSSES AND JOISTS WHERE THEY OCCUR. FASTEN TO A MINIMUM OF 4 TRUSSES.NAILING AS FOLLOWS: 6" O.C. WITH 10d X 3.5" NAILSRIM AND DOOR HEADER PER FRAMING PLANS24" LADDER TRUSS ALONG TOP OF SHEAR WALLSHEAR WALL LINESHEAR WALL LINE24" LADDER TRUSS ALONG TOP OF SHEAR WALL67PSHEAR WALL BELOW RIM AND DOOR HEADER PER FRAMING PLANSCORRIDOR FRAMING AS IT OCCURS - SEE FRAMING PLANSRIM AND DOOR HEADER PER FRAMING PLANSLOAD BEARING SHEAR WALL BELOWLOAD BEARING WALL BELOWFLOOR TRUSSES AS THEY OCCURFLOOR TRUSSES AS THEY OCCURIN HATCHED AREA, PLYWOOD FLOOR SHEATHING TO BE GLUED AND HAVE AGGRESSIVE NAILING PATTERN.NAIL SHEATHING TO TRUSSES ALONG SHEAR WALL LINE AND TO ALL TRUSSES AND JOISTS WHERE THEY OCCUR. FASTEN TO A MINIMUM OF 3 TRUSSES.NAILING AS FOLLOWS: 6" O.C. WITH 10d X 3.5" NAILS6' - 0"12' - 0"24" LADDER TRUSS ALONG TOP OF SHEAR WALLALIGN FLOOR TRUSS WITH SHEAR WALL LINE3' - 0"3' - 0"SHEAR WALL LINECORRIDOR FRAMING AS IT OCCURS -SEE FRAMING PLANSFLOOR TRUSSES WHERE THEY OCCURFLOOR TRUSSES WHERE THEY OCCURSTAIR / ELEVATOR CORELEDGER ATTACHED TO CMU WALL - SEE FRAMING PLANS. ADD SISTER BLOCKING AS NEEDED FOR DRAG STRUT FASTENING.HATCHED AREA REPRESENTS DRAG STRUT METAL STRAP - SEE DRAG STRUT / PLYWOOD FASTENING SCHEDULE FOR SIZE, FASTENING AND REQ'D DEVELOPMENTSEE SCHEDULESEE SCHEDULEALIGN FLOOR TRUSS WITH SHEER WALL LINE. WHERE SHEAR WALL OCCURS INSTEAD, ATTACH DRAG STRUT TO LADDER TRUSS ALONG TOP OF SHEAR WALLBLOCKING CONTINUOUS ALONG PATH OF SHEAR WALL LINE AND DRAG STRUT - SEE DRAG STRUT / PLYWOOD FASTENING SCHEDULE FOR SIZE AND NUMBER REQ'DLOAD BEARING WALL BELOWMASONRY WALLAIN HATCHED AREA, PLYWOOD FLOOR SHEATHING TO BE GLUED AND HAVE AGGRESSIVE NAILING PATTERN. NAIL SHEATHING TO TRUSS ALONG SHEAR WALL LINE AND TO ALL TRUSSES AND JOISTS WHERE THEY OCCUR. FASTEN TO A MINIMUM OF 3 TRUSSES.NAILING AS FOLLOWS: 6" O.C. WITH 10d X 3.5" NAILSSHEAR WALL LINE6' - 0"4' - 0"FLOOR TRUSSES AS THEY OCCURS20417SEE REFERENCED DETAIL FOR WALL SHEATHING FASTENING ALIGN FLOOR TRUSS WITH SHEAR WALL LINE6' - 0"6' - 0"SHEAR WALL LINEWALL FRAMING AS IT OCCURS - SEE WALL FRAMING SCHEDULE AND DETAIL 8/S203 FOR NUMBER OF STUDS AND SPACING WINDOW OPENING WHERE IT OCCURSIN HATCHED AREA, PLYWOOD WALL SHEATHING TO BE GLUED AND HAVE AGGRESSIVE NAILING PATTERN. NAIL SHEATHING TO RIM JOIST 6" O.C. VERTICAL AND HORIZONTAL. NAIL TO WALL FRAMING 6" O.C.. FASTEN TO A MINIMUM OF 4 STUDS. USE 10d X 3.5" NAILSFLOOR LEVEL16d X 3.5" NAILS @ 6" O.C.10d X 2.25" @ 4" O.C.10d X 3.5" (2) ROWS @ 12" O.C.CEILING NOT SHOWN. SEE ARCHITECTURAL DRAWINGSWALL FINISHES NOT SHOWN - SEE ARCHITECTURAL DRAWINGSADDITIONAL SHEATHING PER SHEAR WALL SCHEDULE24" LADDER TRUSS. VERTICALS 16" O.C., TYPICALBLOCKING FOR ADDITIONAL SHEATHING AS REQ'D, TYPICAL(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 REQUIREMENTS11FLOOR SHEATHING2CEILING NOT SHOWN. SEE ARCHITECTURAL DRAWINGSWALL FINISHES NOT SHOWN - SEE ARCHITECTURAL DRAWINGSADDITIONAL SHEATHING AS REQ'D PER SHEAR WALL SCHEDULELADDER TRUSSBLOCKING 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. 7/8" ROD IS SPECIFIED, ADD BLOCKING AS REQ'D.SIMPSON HOLD-DOWN. SEE SHEAR WALL SCHEDULE FOR SIZE AND TYPEWALL DOUBLE TOP PLATEWALL SOLE PLATE110 South Albany StreetIthaca, New York 14850607.277.1118www.taitem.comThe Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:DATE:10/15/2019 11:38:56 AMP:\Design\R-Z\Vecino Ithaca Arthaus - 18738\3. Drawings\Structural\2019.10.15 REVIT and PDF_ADD #4\Arthaus_Struc_11.6.1_Addendum_4.rvtSHEAR WALL DETAILSS20418260DMIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK06/10/2019NTS5DRAG STRUT - TOP OF WALL TO FRAMING, TYP 3D DETAILNTS6SHEAR TRANSFER CLIP - TOP OF WALL, 3D DETAIL 1" = 1'-0"12HOLD-DOWN DETAIL AT BEARING POST 1" = 1'-0"11TWO HOLD-DOWNS AT EXTERIOR CORNER, TYPICAL 1" = 1'-0"13THREE HOLD-DOWNS DETAIL 1" = 1'-0"14HOLD-DOWN @ T INTERSECTION 3/4" = 1'-0"9HOLD-DOWN ANCHOR BOLT DETAIL AT PERIMETER BEAM 3/4" = 1'-0"10HOLD-DOWN ANCHOR BOLT DETAIL AT CONC. PLANK 3/4" = 1'-0"4SHEAR WALL ATTACHMENT AT CMU CORNER 3/4" = 1'-0"3SHEAR WALL ATTACHMENT AT CMU 3/4" = 1'-0"1PLYWOOD FASTENING AT OFFSET SHEAR WALLS 3/4" = 1'-0"2PLYWOOD FASTENING AT TYP. CORRIDOR SHEAR WALLS 3/4" = 1'-0"15DRAG STRUT DETAIL AT CMU SHEAR WALL 3/4" = 1'-0"16PLYWOOD FLOOR SHEATHING FASTENING AT EXTERIOR WALL 3/4" = 1'-0"17PLYWOOD WALL SHEATHING FASTENING AT EXTERIOR WALL2 1 1/2" = 1'-0"7SECTION DETAIL AT TOP OF SHEAR WALL 3/4" = 1'-0"8DRAG STRUT TO EXTERIOR WALL CONNECTION - SECTION, TYPICAL 1 1/2" = 1'-0"18SECTION DETAIL SHEAR WALL HOLD-DOWNS2REV. DESCRIPTION DATE1 ADDENDUM #2 07/15/20192 ADDENDUM #4 10/15/2019 16BCH2312' - 0"6' - 0"6' - 0"6' - 0"3' - 0"3' - 0"3' - 0"3' - 0"LOAD BEARING SHEAR WALL BELOW24" LADDER TRUSS ALONGTOP OF SHEAR WALLSHEAR WALL LINESHEAR WALL LINELOAD BEARING SHEAR WALL BELOW24" LADDER TRUSS ALONG TOP OF SHEAR WALLLOAD BEARING WALL BELOWLOAD BEARING SHEAR WALL BELOWSHEAR WALL LINESHEAR WALL BELOW24" LADDER TRUSS ALONG TOP OF SHEAR WALLIN HATCHED AREA, PLYWOOD FLOOR SHEATHING TO BE GLUED AND HAVE AGGRESSIVE NAILING PATTERN.NAIL SHEATHING TO TRUSSES ATOP SHEAR WALLS, DIAGONAL BLOCKING AND TO ALL TRUSSES AND JOISTS WHERE THEY OCCUR. NAILING AS FOLLOWS: 6" O.C. WITH 10d X 3.5" NAILSLOAD BEARING WALL BELOWRIM JOIST AND DOOR HEADER PER FRAMING PLANSRIM JOIST PER FRAMING PLANS2X8 BLOCKING CONNECTING SHEAR WALL LINES IN CORRIDORCORRIDOR FRAMING AS IT OCCURSHEADER - SEE FRAMING PLANSCORRIDOR FRAMING AS IT OCCURSFLOOR TRUSSES AS THEY OCCURFLOOR TRUSSES AS THEY OCCURBLOCKING PER FRAMING PLANSBLOCKING PER FRAMING PLANSFLOOR TRUSSES AS THEY OCCUR21BVU109M3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"6' - 0"6' - 0"3' - 0"3' - 0"6' - 0"3 ' - 0 "3' - 0"IN HATCHED AREA, PLYWOOD FLOOR SHEATHING TO BE GLUED AND HAVE AGGRESSIVE NAILING PATTERN.NAIL SHEATHING TO TRUSSES ATOP SHEAR WALLS, DIAGONAL BLOCKING AND TO ALL TRUSSES AND JOISTS WHERE THEY OCCUR. NAILING AS FOLLOWS: 6" O.C. WITH 10d X 3.5" NAILS24" LADDER TRUSS ALONG TOP OF SHEAR WALLSHEAR WALL BELOWFLOOR TRUSSES AS THEY OCCURCORRIDOR FRAMING AS IT OCCURSFLOOR TRUSSES AS THEY OCCURF L O O R T R U S S E S A S T H EY O C C U R24" LADDER TRUSS ALONG TOP OF SHEAR WALLSHEAR WALL BELOW2X8 BLOCKING CONTINUOUS ALONG SHEAR WALL LINE DS 10-212X8 BLOCKING CONTINUOUS ALONG SHEAR WALL LINE DS 10-21LOAD BEARING WALL BELOWLOAD BEARING WALL BELOWLOAD BEARING WALL BELOWRIM PER FRAMING PLANSLOAD BEARING SHEAR WALL BELOWRIM AND HEADER PER FRAMING PLANSBLOCKING PER FRAMING PLANS22BZ1211MLOAD BEARING SHEAR WALLSHEAR WALL BELOWLOAD BEARING SHEAR WALL24" LADDER TRUSS ALONG TOP OF SHEAR WALL12' - 0"3' - 0"3' - 0"6' - 0"6' - 0"3' - 0"3' - 0"3' - 0"3 ' - 0 " 3 ' - 0 " 6 ' - 0 "2X8 BLOCKING ALONG SHEAR WALL LINE DS 11-22.1HEADER - SEE FRAMING PLANSC O R R I D O R F R A M I N G A S I T O C C U R S CORRIDOR FRAMING AS IT OCCURSBLOCKING - SEE FRAMING PLANF L O O R T R U S S E S A S T H E Y O C C U R BLOCKING - SEE FRAMING PLANHEADER - SEE FRAMING PLANSFLOOR TRUSSES AS THEY OCCURFLOOR TRUSSES AS THEY OCCURBLOCKING - SEE FRAMING PLANIN HATCHED AREA, PLYWOOD FLOOR SHEATHING TO BE GLUED AND HAVE AGGRESSIVE NAILING PATTERN.NAIL SHEATHING TO TRUSSES ATOP SHEAR WALLS, DIAGONAL BLOCKING AND TO ALL TRUSSES AND JOISTS WHERE THEY OCCUR.NAILING AS FOLLOWS: 6" O.C. WITH 10d X 3.5" NAILSAA1413SHEAR WALL BELOW24" LADDER TRUSS ALONG TOP OF SHEAR WALL4 ' - 0 "3' - 0"4 ' - 0 "ALIGN FLOOR TRUSS WITH SHEAR WALL LINESHEAR WALL LINESHEAR WALL LINE2X8 BLOCKING ALONG SHEAR WALL LINE DS-13F L O OR T R U S S E S A S T H E Y OC C U R IN HATCHED AREA, PLYWOOD FLOOR SHEATHING TO BE GLUED AND HAVE AGGRESSIVE NAILING PATTERN.NAIL SHEATHING TO TRUSSES ATOP SHEAR WALLS, DIAGONAL BLOCKING AND TO ALL TRUSSES AND JOISTS WHERE THEY OCCUR.NAILING AS FOLLOWS: 6" O.C. WITH 10d X 3.5" NAILSS20416SimS20416Sim110 South Albany StreetIthaca, New York 14850607.277.1118www.taitem.comThe Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:DATE:10/15/2019 11:38:59 AMP:\Design\R-Z\Vecino Ithaca Arthaus - 18738\3. Drawings\Structural\2019.10.15 REVIT and PDF_ADD #4\Arthaus_Struc_11.6.1_Addendum_4.rvtSHEAR WALL DETAILSS204.118260AuthorIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK06/10/2019 1/2" = 1'-0"1PLYWOOD FASTENING AT INTERSECTION 1/2" = 1'-0"3PLYWOOD FASTENING AT DS-10-21 1/2" = 1'-0"2PLYWOOD FASTENING AT DS-CHMZ.4, DS-11-22.1 1/2" = 1'-0"4PLYWOOD FLOOR SHEATHING AT DS-131REV. DESCRIPTION DATE1 ADDENDUM #4 10/15/2019 WLLWLWLACTIVATIONPINACTIVATIONPINDWHCTUDSTRAPSNOTE:A 1 DEGREE MAXIMUM OFFSET OFTHE ROD IS PERMITTED AT EACHLEVELROD2.9.6.5.C AT PLUMB OFANCHOR BELOWLCCLLC AT PLUMB OFANCHOR BELOWCOUPLERANCHOR BOLT ASSPECIFIEDMODEL NO.ATS-CTUD55THREADEDL (IN)55/8-5/8ROD SIZE (IN)W (IN)1 7/8ATS-CTUD777/8-7/85 1/22ATS-CTUD757/8-5/85 1/22ATS-CTUD99 1 1/8-1 1/86 1/82 1/2ATS-CTUD97 1 1/8-7/86 1/82 1/2ACTIVATIONPINWITNESSHOLESEA SIDEOF CTUDWLL1.2.3.3.10.PLANS ARE NOT FOR CONSTRUCTION WITHOUT SUBSTANTIATION OF REVIEWBY THE RESPONSIBLE DESIGNER AND THE GOVERNING BUILDINGJURISDICTION.SIMPSON STRONG-TIE IS PROVIDING THE ANCHOR TIEDOWN SYSTEMS TO MEET THE ATS MODEL SPECIFICATION ORDESIGN FORCES PROVIDED AND DETERMINED BY THE DESIGNER. SIMPSON STRONG-TIE HAS NOT CONFIRMED ANDIS NOT RESPONSIBLE FOR ANY OF THE DESIGN, ENGINEERING, CALCULATIONS OR DERIVATION OF STRUCTURALFORCES RELATED TO THE BUILDING. THE DESIGNER IS RESPONSIBLE FOR EVALUATING THE EFFECTS OF LUMBERSHRINKAGE AND ATS ELONGATION ON SHEARWALL DRIFT. SIMPSON STRONG-TIE HAS NOT CONFIRMED AND IS NOTRESPONSIBLE FOR VERIFYING THE SHEARWALL SYSTEM'S ADHERENCE TO BUILDING CODE DRIFT REQUIREMENTS ORITS PERFORMANCE IN CONSIDERATION OF STRUCTURAL DEFORMATION COMPATIBILITY. THESE DRAWINGS ARESPECIFIC TO ATS AND AREN'T APPLICABLE TO OTHER MANUFACTURER TIE DOWN SYSTEMS.LUMBER SPECIFICATIONS BETWEEN THESE DRAWINGS AND THE PROJECT STRUCTURAL DRAWINGS MAY VARY ANDRESULT IN LOWER ALLOWABLE COMPRESSION CAPACITIES. THE DESIGNER IS RESPONSIBLE FOR REVIEW ANDACCEPTANCE OF THE ATS INSTALLATION DRAWING LUMBER SPECIFICATIONS.CONTRACTOR OR INSTALLER OF ATS SHALL CUT RODS TO LENGTH AS REQUIRED.DO NOT WELD PRODUCTS LISTED UNLESS THESE DRAWINGS SPECIFICALLY IDENTIFY A PRODUCT AS ACCEPTABLEFOR WELDING, OR UNLESS SPECIFIC APPROVAL FOR WELDING IS PROVIDED BY SIMPSON STRONG-TIE OR ENGINEEROF RECORD. SOME STEELS HAVE POOR WELDABILITY AND A TENDENCY TO CRACK WHEN WELDED. CRACKED STEELWILL NOT CARRY LOAD AND MUST BE REPLACED.IN THE EVENT OF A DISCREPANCY BETWEEN THE STRUCTURAL DRAWINGS AND THESE INSTALLATION DRAWINGS, THESTRUCTURAL DRAWINGS ALWAYS GOVERN.VERTICAL STRAPS ARE SOLD SEPARATELY, UNO.WHEN STRAPS OCCUR WITH ATS, REFER TO THE STRUCTURAL DRAWINGSAND ATS INSTALLATION DETAILS.REFER TO THE APPLICABLE CODE FOR MINIMUM NAIL EDGE AND ENDDISTANCES.TAKE-UPDEVICEASSEMBLYSIMPSON STRONG-TIE HIGHLY RECOMMENDS THAT A PRE-CONSTRUCTION MEETING BE HELD PRIOR TO PLACEMENTOF CONCRETE TO ASSIST IN THE INSTALLATION PROCESS AND VERIFY QUANTITIES. TO COORDINATE THIS MEETING,CALL SIMPSON SALES AT 800-999-5099.4'-4" (BRIDGE BLOCK)PLATE HEIGHTALLOWABLE HORIZONTAL OFFSET8'-0"7/8"1 5/8"1 7/8"2"OFFSET9'-0"10'-0" AND GREATER1 DEGREE MAX.PER FLOOR SEE TABLEBELOW1 DEGREE MAX.PER FLOOR SEE TABLEBELOW7.FULLY ENGAGE EACH ROD INTO THE SPECIFIED COUPLING NUT OR CTUD UNTIL EACH ROD CAN BE SEEN FULLY INTHE WITNESS HOLES OR POSITIVE STOP HAS BEEN ACHIEVED.8.INSTALL NUTS AND ISOLATOR NUTS SNUG TIGHT, PLUS AN ADDITIONAL 1/2 TURN.ATS-CTUD655 1/23/4-5/82ATS-CTUD665 1/23/4-3/42ATS-CTUD765 1/27/8-3/42ATS-CTUD871-7/86 1/82 1/2ATS-CTUD881-16 1/82 1/2ATS-CTUD981 1/8-16 1/82 1/2COMPENSATION(IN)12x STUDBEARING PLATESOLE PLATESTEEL BEAM PERDESIGNERRODATS-1/2 CAGE ANDCOMPONENTSATS-1/2-2B2HDWMODEL(IN)(IN) (IN)ATS-1/2-2C2ATS-1/2-2D316 3ATS-1/2-2E316 316 316 3ALT. STRAP TRANSITION8SEEELEV4.THE TAKE-UP DEVICE CONFIGURATIONS SHOWN ON THIS SHEET ARE FOR ILLUSTRATIVE PURPOSES ONLY. REFER TOTHE ELEVATIONS ON THE SUBSEQUENT PAGES FOR THAKE-UP DEVICE CONFIGURATIONS BASED ON FRAMINGCONDITIONS PARTICULAR TO EACH PROJECT OR PER DESIGNERS SHRINKAGE SPECIFICATIONSUSE SIMPSON SSP IF POSITIVECONNECTION OF POST TO SOLEPLATE IS NOT AVAILABLEFLOOR LEVELSOLID BLOCKING CONTINUOUSBETWEEN OUTSIDE EDGES OFWIDEST POSTS ABOVE OR BELOW (TYP)TAKE-UP DEVICE ASSEMBLYCOUPLERANCHOR BOLT AS SPECIFIEDFOUNDATION AND REINFORCINGBY DESIGNERSILL PLATESEE RUNDETAILSCOUPLER NUTFOUNDATIONTOP LEVELTOP PLATESNOTE: NO SPLICE IN TOP PLATE IS PERMITTEDWITHIN 8" OF ATS RODBOLT HOLE: OVERSIZED 1/4"MAXCOMPRESSION MEMBERSRODRODCOMPRESSION MEMBERSCOMPRESSION MEMBERSRODANCHOR FOR TENSION ONLYOVERSIZE SILL HOLE TO AVOIDCONTACT WITH SILLNOTE: ALTERNATE BLOCKINGALLOWED W/ SOLID BLOCKINGEQUALING FULL WIDTH OFWIDEST POSTS ABOVE ORBELOW PLACED ON EA SIDE OFROD W/ 3" MAX SPACINGBETWEEN BLOCKINGBOLT HOLE OVERSIZED 1/4" MAXASYMMETRICAL COMPRESSION MEMBER RULES1. MAXIMUM SPACING BETWEEN END STUDS AND INTERIOR STUDS SHALL NOT EXCEED SPACING SPECIFIED INJOB SPECIFIC RUN DETAILS2. MAXIMUM SPACING BETWEEN END STUDS AND INTERIOR STUDS SHALL NOT EXCEED 6" WHERE A FLOORSYSTEM WITH A RIM JOIST OR RIM BLOCKING IS NOT PRESENT (LEDGER OR TOP CHORD BEARING TRUSSCONDITION)3. TOP PLATE AND STRAP TERMINATI0NS SHALL USE TWO END STUDS ALL LEVELS4. BRIDGE BLOCK TERMINATI0NS SHALL USE TWO END STUDS AT THE UPPERMOST LEVEL WHEN A SINGLECRIPPLE IS SPECIFIED AND SHALL USE ONE END STUD IF A DOUBLE CRIPPLE IS SPECIFIED (SEE JOBSPECIFIC RUN DETAILS FOR CRIPPLE SPECIFICATIONS); ALL OTHER LEVELS SHALL USE TWO END STUDS5. ADDITIONAL LUMBER SHOULD BE ADDED AT THE UPPERMOST LEVEL AS NEEDED FOR END OF WALL FRAMING6. A MINIMUM OF ONE INTERIOR STUD IS REQUIRED AT ALL LEVELS7. AT ANY FLOOR LEVEL, A MAXIMUM OF 6 ADDITIONAL STUDS MAY BE USED AT THE INTERIOR STUDS ASCOMPARED TO THE INTERIOR STUD PACK ABOVE8. SEE DETAIL 11 FOR SHEAR WALL EDGE NAILINGTOP LEVEL W/ BRIDGE BLOCKTOP PLATE DETAIL6"MINASYMMETRICALSTUDSSYMMETRICALSTUDSNAIL TO EA STUD W/DESIGNER SPECIFIEDEDGE NAILING SPACING XTOTAL NUMBER OFSTUDS BUT NOT TOEXCEED 12" O.C.COMPRESSIONMEMBERS ONEITHER SIDE OFSTRONG RODNAILING @ 12" O.C. CUT LENGTHPER RUN DETAILSRODCOUPLERWOOD BEAMSEE PLANWBP PLATESHEATHINGAND NAILINGRODCOMPRESSIONMEMBERSPER RUN DETAILSCOUPLERSDS SCREWNUT(TYP)NOTES:1. SYMMETRICAL LAYOUT CONFIGURATIONS ARE THENUMBER OF COMPRESSION MEMBERS REQUIREDON EACH SIDE OF ROD.2. 2x6 MEMBERS SIMILARSYMMETRICAL LAYOUTEND OF WALL INTERIOR SIDEASYMMETRICAL STUD CONVERSIONALT. BRIDGE BLOCK DETAILATS WELDABLE CAGESOPTIONAL SSP WHEN STUD IS OVER PLATESHEARWALL EDGE NAILINGTAKE-UP DEVICE INSTALLATION AT TOPLEVEL1.ATS IS AN ASSEMBLAGE OF STEEL COMPONENTS, WHICH INCLUDE RODS, PLATES, COUPLER NUTS, TAKE-UP DEVICESAND NUTS. STUDS, POSTS AND BLOCKING ARE NOT SHIPPED WITH THE ANCHOR TIEDOWN SYSTEM. COMPRESSIONMEMBERS SHOWN ARE THE MINIMUM SIZES BASED ON FULL SECTION MEMBERS, WITH THE SPECIFICATIONS NOTEDBELOW, AND ARE BASED ON LOADS MATCHING THE TENSION FORCE OF THE ROD UNLESS SPECIFIC INSTRUCTIONS ORCOMPRESSION FORCES ARE PROVIDED BY THE DESIGNER. THE DESIGNER IS RESPONSIBLE FOR COORDINATION OFLUMBER SPECIFICATIONS, STUD AND POST DESIGN DUE TO CODE LOAD COMBINATIONS AND MODIFICATIONS (HOLES,NOTCHES, ETC) TO THE STUDS AND POSTS.ALL COMPRESSION LUMBER IS BASED ON THE FOLLOWING, UNO:2X4:2X6:3X4:4X:6X:3X6:PSIALL WOOD PLATES (TOP AND SOLE/SILL) ARE BASED ON THE FOLLOWING, UNO:WITH F'cperp =TAKE-UP DEVICEBEARINGPLATETHREADED RODSOLID BLOCKINGPLATEWASHERNUTTHREADED RODSOLID BLOCKINGL (IN)2 1/42 1/4MODELNO.TUD10TUD9SIZE (IN)1 1/41 1/8 2 1/82 3/8THREADED RODMAXIMUMW (IN)ATUD5 5/83 1/81 3/4COMPENSATION(IN)1123 7/8ATUD9-21 1/82 1/8ATUD91 1/82 1/42 1/82115/163/8NO LIMITATUD6-23/41 3/83/42 1/4ATUD142 7/83/415/161/2NO LIMITL (IN)MODELNO.SIZE (IN)THREADED RODMAXIMUMW (IN)COMPENSATION(IN)3 7/8RTUD33/81 7/8NO LIMIT2 1/4ATUD141 3/4 2 7/8RTUD41/21 7/8NO LIMIT1 7/81 7/16RTUD55/83 1/2NO LIMIT1 7/16RTUD63/43 1/2NO LIMITATS-BP5-3x3.5 3LWDtMODEL(IN)(IN) (IN)(IN) holeATS-BP7-3x5.5 3ATS-BP9-3x5.53ATS-BP9-5x5.5 5ATS-BP10-3x993ATS-BP10-3x12 123ATS-BP10-3x15 153ATS-BP10-5x99 15ATS-BP10-5x12125ATS PLATE DIMENSIONSATS-BP5-3x5.53ATS-BP5-5x5.5ATS-BP7-5x5.5553 1/23/81ATS-BP6-3x5.5ATS-BP8-3x5.5ATS-BP6-5x5.5ATS-BP8-5x5.53355ATS-BP10-3x5.5 3ATS-BP10-5x5.5 5WLC LCLtDHOLE5 1/25 1/25 1/25 1/25 1/25 1/25 1/25 1/25 1/25 1/25 1/25 1/25/85/85/85/85/85/85/83/41/21/21/21/21 1/21 3/41 1/211/1611/1611/1613/1613/1615/1615/161 1/161 1/161 3/161 3/161 5/161 5/161 5/161 5/161 5/161 5/161 5/16SCREW (PROVIDED)BEARING PLATETHROUGH ISOLATORISOLATOR NUTAT ANY LEVELABOVE CTUDATS-IN8KTATS-IN6KTMODEL NO.3/41ROD DIA.(IN)(IN)WASHER O.D.ATS-IN5KT 5/8ATS-IN7KT 7/83 1/8ATS-IN9KT 1 1/8INSTALL #8x3"NUT AND BEARINGPLATE INTO WOODPLATEISOLATOR NUTINSTALLATION (TUD OR ATUD)1. PLACE TAKE-UP DEVICE OVER ROD FROM LEVEL BELOW ONTOAPPROPRIATE BEARING PLATE.2. INSTALL PLATE WASHER ON TOP OF TUD OR ATUD, AND SECURE THENUT ON TOP BY FINGER TIGHTENING PLUS AN ADDITIONAL 1/2 TO 1/3TURN WITH WRENCH.3. REMOVE ACTIVATION PIN.CODE APPROVALS: ICC-ES ESR 2320; LA RR25643INSTALLATION (RTUD)1. RTUD MUST BE INSTALLED ON TOP OF BPRTUD BEARING PLATE ANDFASTENED THROUGH THE BEARING PLATE TO WOOD PLATES WITH (2)8dX11/2 MIN NAILS OR (2)#9X11/2 STRONG-DRIVE SD SCREWS FOR RTUD3 &RTUD4 AND (2)8DX21/2 MIN NAILS OR (2)#9X21/2 STRONG-DRIVE SDSCREWS FOR RTUD5 & RTUD6®(A)TUDCODE APPROVALS: ICC-ES ESR 2320; LA RR25643; FL 10007NOTES1.RTUDFULL HEIGHTSTUDS EA SIDEW/ EDGENAILINGSPECIFIED BYDESIGNERSCHEDULEDCRIPPLESTUDSNAILS PER RUNDETAILS52" MIN HEIGHTBRIDGE BLOCK NOTES1. CRIPPLE STUDS SHALL BE 2X MEMBERS ONLY AND BE FIELD NAILED2. CRIPPLE STUDS SHALL BE NAILED TO FULL HEIGHT STUDS PER ELEVATION DRAWINGS AND DETAILSABOVE. IF (2) CRIPPLES ARE REQUIRED ON EACH SIDE OF ROD, NAIL CRIPPLE ADJACENT TO FULLHEIGHT STUD WITH SCHEDULED NAILS AND NAIL INNER CRIPPLE WITH1/2 OF THE SCHEDULED NAILS.IF (3) CRIPPLES ARE REQUIRED ON EACH SIDE OF THE ROD, NAIL CRIPPLE ADJACENT TO FULL HEIGHTSTUD WITH SCHEDULED NAILS AND THE MIDDLE CRIPPLE WITH2/3 OF THE SCHEDULED NAILS AND THEINNER MOST CRIPPLE WITH1/3 OF THE SCHEDULED NAILS.3. CRIPPLE STUDS MAY BE NAILED TO FULL HEIGHT STUDS FROM EITHER SIDE4. IF BRIDGE BLOCK IS SOLID SAWN, IT MUST BE A MINIMUM #1 GRADE; SCL IS ALSO ACCEPTABLE5. FOR SDS SCREW OPTIONS, CONTACT SIMPSON STRONG-TIE6. ROD LENGTH AT BRIDGE BLOCK LEVEL BASED ON 52" HEIGHT ABOVE SUBFLOOR. ADDITIONAL ROD LENGTHWILL BE REQUIRED FOR BRIDGE BLOCK HEIGHTS ABOVE 52"1/4" MIN 1/4" MIN1" MIN END DISTSPACING PERRUN DETAILSDO NOT NAILBRIDGE BLOCKEXCEPT TOENAIL TO CRIPPLESTUDSINTERIOR STUDSRODCOUPLERTAKE-UP DEVICEASSEMBLYRIM JOISTSILL PLATEEND STUDSSEE TABLE6 STUDS MAX DIFFERENCE BETWEEN LEVELSADD STUDS TO LEVEL ABOVE AS NEEDEDINTERIOR STUDS - SEE TABLERODSHEARWALLSHEARWALLEND OFCRIPPLE STUDSTAKE-UP DEVICERODASSEMBLYRODCOUPLERTAKE-UP DEVICEASSEMBLYRODWLC LCLtPL5-3X3.53LWDtMODEL(IN)(IN)(IN)(IN) holeATS PLATE DIMENSIONSPL5-3X5.533 1/2 3/8 11/1633COMPATIBLETAKE-UPDEVICESERIESATUD/TUDPL6-3X3.5PL6-3X5.5PL9-3X5.5PL9-3X8.5PL14-3X8.5PL9-3X12PL14-3X12PL9-3X15PL10-3X15PL14-3X15PL10-5X5.5PL14-5X5.512PL10-5X8.5PL14-5X8.5PL9-5X12333333335555512121515PL10-5X125 1215DHOLELWDtMODEL(IN)(IN)(IN)(IN) holeATS PLATE DIMENSIONSCOMPATIBLETAKE-UPDEVICESERIES31/4BPRTUD3-431/4BPRTUD5-6A31/2BPRTUD5-6B33/4RTUDBPRTUD5-6C34 1/21113 1/25 1/25 1/25 1/25 1/25 1/28 1/28 1/28 1/28 1/2WLCLtPL PLATESBPRTUDCLDHOLE3/81/21/21/21/21/27/87/87/87/81 1/41 1/41 1/41 1/41 1/21 1/21 1/211/1613/1613/161 3/161 3/161 13/161 3/161 3/161 3/161 13/161 13/161 13/161 13/161 5/161 5/161 5/161 5/165 1/27 1/29/1651 1/8 2 1/8 3ATUD9-3PER DETAIL 6MODEL NUMBER STRONG-RODUNC THREADS12"SMOOTH SHANK123456L11 3/4-1 1/81 3/4-1 1/81 3/4-1 1/8SR9H150/14-7SR9H/14-5SR9H/14-73IN.ROD DIA.A L6"6'-0"7'-5"7'-5"2 1/2"2 1/2"L1 1/8-7AUNC THREADS∅1.752" TYPSTRONG-RODMODEL NO.XLCOLORCODEORANGESTRONG-RODSTRONG-ROD XLFULLY THREADED AND STRONG-ROD IS UNCOATED ORPLAIN BLACK STEEL.STRONG-ROD MODEL DESIGNATION: THE NUMBERFOLLOWING ATS-SR(#) REPRESENTS THE ROD DIAMETER IN1/8" (i.e. ATS-SR5H IS A 5/8" DIAMETER HIGH STRENGTHROD).STRONG-ROD XL ARE 1 3/4" DIA WITH 1 1/8" THREADEDENDS AND ARE USED TO REDUCE ELONGATION.NOTES1.3.2.1 1/8MODEL NO.5/87/8ROD DIA.(IN)STRONG-ROD1 1/41/23/41-1 3/8-1 1/2-1 3/4-21 3/81 1/21 3/42SR9H150SR10H1501 1/81 1/4SR7HSR9HSR5H5/87/81 1/8SR10H1 1/4SR6H3/4SR8H1MODEL NO.FULL THREAD-------R5R6R8R7R9R10R4INSTALLATION1.2.3.4.5.THREAD THE CTUD ONTO THE THREADED ROD BELOW, POSITIONING IT WITH ACTIVATIONPIN FACING OUT.THREAD THE ROD ABOVE INTO THE CTUD. RODS ARE INSTALLED CORRECTLY WHENVISIBLE THROUGH THE WITNESS HOLES. DO NOT REMOVE ACTIVATION PIN UNTIL THEISOLATOR NUT (IN) IS INSTALLED AT LEVEL ABOVE.SECURE ROD AT LEVEL ABOVE WITH BEARING PLATE AND ISOLATOR NUT. ATTACHISOLATOR NUT TO SOLE PLATE WITH PROVIDED SCREW.REMOVE ACTIVATION PIN AFTER LEVEL ABOVE IS SECURED WITH ISOLATOR NUT.THE CTUD MAY BE INSTALLED IN EITHER DIRECTION.LL (ft)3 to 5 146 to 12L1 (ft)1/4" RECOMMENDED(FLUSH MIN.)TAKE-UP DEVICE ASSEMBLYTAKE-UP DEVICEASSEMBLYTAKE-UP DEVICEASSEMBLYNOTES1. SIMPSON STRONG-TIE ASSUMES 6" MINIMUM ANCHOR BOLT PROJECTION TODETERMINE ROD LENGTHS ABOVE CONCRETE SURFACE UNLESS NOTEDOTHERWISE BY THE DESIGNER. IF THIS VARIES, COORDINATE WITH SIMPSONSTRONG-TIE PRIOR TO SHIPMENT OF RODSBRIDGE BLOCKSEE DETAIL 4 FOR FASTENINGINFORMATION OF RTUD TOPLATESMINIMUM OF 21/2" CLEARANCE REQUIREDBETWEEN TOP OF ROD AND BOTTOM OFROOF DECK AT TIME OF INSTALLATION.WHERE ROD IS REQUIRED TO BE CUT,RECOMMENDED 1/4" ABOVE THE RTUD ORHEX NUTROD PERSCHEDULE1/4" RECOMMENDED(FLUSH MIN.)SR11HSR12HSR14HSR16HBRIDGE BLOCK PERRUN DETAILSINTERIOR STUDSEND STUDMODEL NUMBER STRONG-ROD 123456END STUDSLC LCLtDHOLEWBPWLWDtMODEL(IN)(IN)(IN)(IN) holeATS PLATE DIMENSIONSCOMPATIBLEROD DIA(IN)1/2WBP4-3X3.51/23 1/21/2WBP5-3X3.55/83 1/21/2WBP6-3X5.53/45 1/27/8WBP7-3X8.57/88 1/21 1/4WBP8-3X121121 5/8WBP8-3X151151/2WBP8-5X5.515 1/27/8WBP9-5X8.51 1/88 1/21 1/4WBP9-5X121 1/8121 1/4WBP10-5X121 1/4121/25/83/47/81111 1/81 1/81 1/4NOTES:1. THREAD ROD THROUGH WBP PLATE2. THREAD HEX NUT ONTO ROD AND TIGHTEN AGAINST WBP PLATE3. FASTEN ROD AND WBP PLATE ASSEMBLY TO WOOD BEAM WITH (2) SDS SCREWS (PROVIDED AS AKIT); SEE TABLE FOR SDS SCREW LENGTH1/4" RECOMMENDED(FLUSH MIN.)34 1/2SDS SCREWLENGTH(IN)3333333355554 1/24 1/24 1/24 1/24 1/24 1/2SEE RUNDETAILSEE RUNDETAILSEE RUNDETAIL6" MAXSOLID BLOCKING TOEXTEND TO OUTERMOSTBOTTOM LEVEL STUDS;SEE DETAIL 7R11R12R14R16HSR5HSR6HSR7HSR8HSR9HSR10HSR11HSR12HSR14HSR16HSSR9H150HSSR10H150(1) 2x4ASYMMETRICAL CONFIGURATION(2) 2x4 (1) 2x4(2) 2x4 (2) 2x4 (2) 2x4(3) 2x4 (2) 2x4 (4) 2x4(4) 2x4 (2) 2x4 (6) 2x4(5) 2x4 (2) 2x4 (8) 2x4(6) 2x4 (2) 2x4 (10) 2x4(7) 2x4 (2) 2x4 (12) 2x4(8) 2x4(14) 2x4(9) 2x4(16) 2x4(10) 2x4(18) 2x4(11) 2x4(20) 2x4(12) 2x4(22) 2x4(2) 2x4(2) 2x4(2) 2x4(2) 2x4(2) 2x4COUPLING TAKE UP DEVICE (CTUD)BEARING PLATES FOR CTUDISOLATOR NUT DETAILWOOD BEAM BEARING PLATE52STRONG-ROD3GENERAL NOTES AND CONDITIONS OF USE1TAKE UP DEVICE (TUD)47 INSTALLATION DETAIL691413121110 ALLOWABLE ROD OFFSET171615BEARING PLATES FOR ATUD/TUD AND RTUDNo2No2No2No2No2No1SP565SP®A T S - H S R # THE R E I S N O E Q U A L SST P O # A T S - H S R # THE R E I S N O E Q U A L SST P O #ASYMMETRICAL COMPRESSIOIN MEMBERDESIGN110 South Albany StreetIthaca, New York 14850607.277.1118www.taitem.comThe Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:DATE:6/6/2019 5:22:41 PMC:\Egnyte\Private\drew\Documents\Architecture\Vecino Project\Drawings\Arthaus_Struc_8.3.6_MoveDets.rvtSIMPSON ATS SYSTEMDETAILSS20518260AuthorIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK06/10/2019NO SCALE1SIMPSON ATS SYSTEM DETAILSREV. DESCRIPTION DATE DEMISING WALL (1-HOUR RATED PER U.L. DESIGN NO. U305):(1) LAYER OF 5/8" THICK U.L. CLASSIFIED GYPSUM BOARD OVER 1/2" DEEP RESILIENT CHANNELS (25 MSG GALVANIZED STEEL) VERTICALLY SPACED 24" ON CENTER, MAX. OVER ONE FACE OF 2x6 WOOD STUD FRAMING SPACED PER STRUCTURAL REQUIREMENTS. AT OPPOSITE FACE OF STUDS, INSTALL (1) LAYER OF 5/8" THICK U.L. CLASSIFIED GYPSUM BOARD.-FILL STUD CAVITIES FULL WITH 5-1/2" THICK U.L. CLASSIFIED GLASS FIBER BATT INSULATION.-APPLY CONTINUOUS BEAD OF ACOUSTICAL SEALANT AROUND ENTIRE ASSEMBLY PERIMETER. PRIME AND PAINT. -REFER TO STRUCTURAL DRAWINGS FOR SHEARWALL LOCATIONS AND REQUIREMENTS.P5P6P7P9TYPICAL 3 5/8" MTL. STUD INTERIOR PARTITION:(1) LAYER OF 5/8" THICK GYPSUM BOARD OVER EACH SIDE OF 3 5/8" METAL STUD FRAMING SPACED 16" ON CENTER, MAX. -PRIME AND PAINT.TYPICAL 6" MTL. STUD INTERIOR PARTITION:(1) LAYER OF 5/8" THICK GYPSUM BOARD OVER EACH SIDE OF 6" METAL STUD FRAMING SPACED 16" ON CENTER, MAX. -PRIME AND PAINT.TYPICAL 2X4 INTERIOR PARTITION:(1) LAYER OF 5/8" THICK GYPSUM BOARD OVER EACH SIDE OF 2X4 WOOD STUD FRAMING SPACED PER STRUCTURAL, MAX. -PRIME AND PAINT.TYPICAL 2X6 INTERIOR PARTITION:(1) LAYER OF 5/8" THICK GYPSUM BOARD OVER EACH SIDE OF 2X6 WOOD STUD FRAMING SPACED PER STRUCTURAL, MAX. -PRIME AND PAINT.TYPICAL 2" INTERIOR PARTITION:(1) LAYER OF 5/8" THICK GYPSUM BOARD OVER 2" WOOD STUD FRAMING SPACED PER STRUCTURAL, MAX.-PRIME AND PAINT EXPOSED SURFACES.0' - 4 7/8"0' - 7 1/4"0' - 2 1/8"0' - 4 3/4"0' - 6 3/4"0' - 7 3/8"P8P4P10P11TYPICAL 6" MTL. STUD INTERIOR PARTITION:(1) LAYER OF 5/8" THICK GYPSUM BOARD OVER ONE FACE OF 6" METAL STUD FRAMING SPACED 16" ON CENTER, MAX. -PRIME AND PAINT EXPOSED SURFACES.TYPICAL 2 1/2" MTL. STUD INTERIOR PARTITION:(1) LAYER OF 5/8" THICK GYPSUM BOARD OVER EACH SIDE OF 2 1/2" METAL STUD FRAMING SPACED 16" ON CENTER, MAX. -PRIME AND PAINT EXPOSED SURFACES.TYPICAL 2X6 INTERIOR PARTITION:(1) LAYER OF 5/8" THICK GYPSUM BOARD OVER ONE FACE OF 2X6 WOOD STUD FRAMING SPACED PER STRUCTURAL, MAX. -PRIME AND PAINT EXPOSED SURFACES.DEMISING WALL (1-HOUR RATED PER U.L. DESIGN NO. U305):(1) LAYER OF 5/8" THICK U.L. CLASSIFIED GYPSUM BOARD OVER 1/2" DEEP RESILIENT CHANNELS (25 MSG GALVANIZED STEEL) VERTICALLY SPACED 24" ON CENTER, MAX. OVER 1/2" SHEATHING OVER ONE FACE OF 2x6 WOOD STUD FRAMING SPACED PER STRUCTURAL REQUIREMENTS. AT OPPOSITE FACE OF STUDS, INSTALL (1) LAYER OF 5/8" THICK U.L. CLASSIFIED GYPSUM BOARD.-FILL STUD CAVITIES FULL WITH 5-1/2" THICK U.L. CLASSIFIED GLASS FIBER BATT INSULATION.-APPLY CONTINUOUS BEAD OF ACOUSTICAL SEALANT AROUND ENTIRE ASSEMBLY PERIMETER. PRIME AND PAINT. -REFER TO STRUCTURAL DRAWINGS FOR SHEARWALL LOCATIONS AND REQUIREMENTS.DEMISING WALL (1-HOUR RATED PER U.L. DESIGN NO. U305):(1) LAYER OF 5/8" THICK U.L. CLASSIFIED GYPSUM BOARD OVER 1/2" DEEP RESILIENT CHANNELS (25 MSG GALVANIZED STEEL) VERTICALLY SPACED 24" ON CENTER, MAX. OVER 1/2" SHEATHING OVER ONE FACE OF 2x6 WOOD STUD FRAMING SPACED PER STRUCTURAL REQUIREMENTS. AT OPPOSITE FACE OF STUDS, INSTALL 1/2 SHEATHING OVER (1) LAYER OF 5/8" THICK U.L. CLASSIFIED GYPSUM BOARD.-FILL STUD CAVITIES FULL WITH 5-1/2" THICK U.L. CLASSIFIED GLASS FIBER BATT INSULATION.-APPLY CONTINUOUS BEAD OF ACOUSTICAL SEALANT AROUND ENTIRE ASSEMBLY PERIMETER. PRIME AND PAINT. -REFER TO STRUCTURAL DRAWINGS FOR SHEARWALL LOCATIONS AND REQUIREMENTS.0' - 6 5/8"0' - 6 1/8"0' - 7 3/4"0' - 8 1/4"SHAFT WALL (1-HOUR RATED PER U.L. DESIGN NO. U305):(1) LAYER OF 1" THICK U.L. CLASSIFIED GYPSUM LINER PANEL OVER 2 1/2" CH METAL STUD FRAMING SPACED 16" ON CENTER, MAX. OVER (2) LAYERS OF 5/8" THICK U.L. CLASSIFIED GYPSUM BOARD.-PRIME AND PAINT EXPOSED SURFACES.P3P2P1P00' - 3 1/8"0' - 4 3/4"PARTITION TYPESP6bTYPICAL 2X4 INTERIOR PARTITION:(1) LAYER OF 5/8" THICK GYPSUM BOARD OVER EXTERIOR SIDE OF 2X4 WOOD STUD FRAMING SPACED PER STRUCTURAL, MAX. -PRIME AND PAINT.0' - 4 1/8"TYPICAL 3 5/8" MTL. STUD INTERIOR PARTITION (1-HOUR RATED PER U.L. DESIGN NO. U432):(1) LAYER OF 5/8" THICK U.L. CLASSIFIED GYPSUM BOARD OVER EACH SIDE OF 3 5/8" METAL STUD FRAMING SPACED 16" ON CENTER, MAX. -PRIME AND PAINT.TYPICAL 6" MTL. STUD INTERIOR PARTITION (1-HOUR RATED PER U.L. DESIGN NO. U432):(1) LAYER OF 5/8" THICK U.L. CLASSIFIED GYPSUM BOARD OVER EACH SIDE OF 6" METAL STUD FRAMING SPACED 16" ON CENTER, MAX. -PRIME AND PAINT.0' - 4 7/8"0' - 7 1/4"P3bP2bP8bTYPICAL 2X6 INTERIOR PARTITION (1-HOUR RATED PER U.L. DESIGN NO. U305):(1) LAYER OF 5/8" THICK GYPSUM BOARD OVER EACH SIDE OF 2X6 WOOD STUD FRAMING SPACED PER STRUCTURAL, MAX. -PRIME AND PAINT EXPOSED SURFACES.0' - 7 3/8"EXTERIOR WALL ASSEMBLY: 5/16" VERTICAL FIBER CEMENT SIDING SYSTEM EQUAL TO 'HARDIEPANEL SMOOTH VERTICAL SIDING SYSTEM' OVER 3/4" AIRSPACE W/ 1x4 VERTICAL PRESSURE TREATED WOOD FURRING, OVER 2 1/2" THICK ZIP SYSTEM R (R-12.6), OVER 1/2" THICK EXTERIOR SHEATHING, OVER 6" METAL STUDS SPACED 16" O.C. AT INTERIOR WALL FACE, INSTALL (1) LAYER OF 5/8" THICK GYPSUM BOARD. -REFER TO STRUCTURAL DRAWINGS FOR SHEARWALL LOCATIONS, STUD BRACING, AND SEISMIC DESIGN REQUIREMENTS.-FILL STUD CAVITIES FULL WITH GLASS FIBER BATT INSULATION (R-21) MINIMUM.-FINISH COLORS SHALL BE SELECTED BY ARCHITECT FROM STANDARD MANUFACTURER COLORS.W4W5W9W9aW10aEXTERIOR WALL ASSEMBLY: EIFS SYSTEM EQUAL TO 'STO STOTHERM CI SYSTEM' W/ 2" CONTINUOUS INSULATION (R-7.6) AND AIR/MOISTURE BARRIER, OVER 1/2" EXTERIOR SHEATHING, OVER 6" METAL STUDS SPACED 16" O.C. AT INTERIOR WALL FACE, INSTALL (1) LAYER OF 5/8" THICK GYPSUM BOARD. -REFER TO STRUCTURAL DRAWINGS FOR SHEARWALL LOCATIONS, STUD BRACING, AND SEISMIC DESIGN REQUIREMENTS.-FILL STUD CAVITIES FULL WITH GLASS FIBER BATT INSULATION (R-21) MINIMUM.-FINISH COLORS SHALL BE SELECTED BY ARCHITECT FROM STANDARD MANUFACTURER COLORS.-BACKSIDE OF CONTINUOUS INSULATION SHALL BE GROOVED TO PROVIDE A DRAINAGE PLANE.EXTERIOR WALL ASSEMBLY: 5/16" VERTICAL FIBER CEMENT SIDING SYSTEM EQUAL TO 'HARDIEPANEL SMOOTH VERTICAL SIDING SYSTEM' OVER 3/4" AIRSPACE W/ 1x4 VERTICAL PRESSURE TREATED WOOD FURRING, OVER 2 1/2" THICK ZIP SYSTEM R (R-12.6), OVER 1/2" THICK EXTERIOR SHEATHING, OVER 2x6 PRECUT WOOD STUDS SPACED 16" O.C., MAX. AT INTERIOR WALL FACE, INSTALL (1) LAYER OF 5/8" THICK GYPSUM BOARD.-REFER TO STRUCTURAL DRAWINGS FOR SHEARWALL LOCATIONS, STUD BRACING, AND SEISMIC DESIGN REQUIREMENTS.-FILL STUD CAVITIES FULL WITH GLASS FIBER BATT INSULATION (R-21) MINIMUM.-FINISH COLORS SHALL BE SELECTED BY ARCHITECT FROM STANDARD MANUFACTURER COLORS.EXTERIOR WALL ASSEMBLY: EIFS SYSTEM EQUAL TO 'STO STOTHERM CI SYSTEM' W/ 2" CONTINUOUS INSULATION (R-7.6) AND AIR/MOISTURE BARRIER, OVER 1/2" EXTERIOR SHEATHING, OVER 2x6 PRECUT WOOD STUDS SPACED 16" O.C., MAX. AT INTERIOR WALL FACE, INSTALL (1) LAYER OF 5/8" THICK GYPSUM BOARD. -REFER TO STRUCTURAL DRAWINGS FOR SHEARWALL LOCATIONS, STUD BRACING, AND SEISMIC DESIGN REQUIREMENTS.-FILL STUD CAVITIES FULL WITH GLASS FIBER BATT INSULATION (R-21) MINIMUM.-FINISH COLORS SHALL BE SELECTED BY ARCHITECT FROM STANDARD MANUFACTURER COLORS.-BACKSIDE OF CONTINUOUS INSULATION SHALL BE GROOVED TO PROVIDE A DRAINAGE PLANE.EXTERIOR WALL ASSEMBLY: EIFS SYSTEM EQUAL TO 'STO STOTHERM CI SYSTEM' W/ 4" CONTINUOUS INSULATION (R-15.2) AND AIR/MOISTURE BARRIER, OVER 10" CMU BLOCK WALL.-MATCH ADJACENT WALL COLOR AND FINISH, UNLESS OTHERWISE NOTED.-FINISH COLORS SHALL BE SELECTED BY ARCHITECT FROM STANDARD MANUFACTURER COLORS.-PROVIDE BACKER ROD AND SEALANT AT CONNECTION BETWEEN CMU AND ADJACENT WALL.-BACKSIDE OF CONTINUOUS INSULATION SHALL BE GROOVED TO PROVIDE A DRAINAGE PLANE.EXTERIOR WALL ASSEMBLY: SPLIT FACE 10" CMU BLOCK WALL.-MATCH ADJACENT WALL COLOR AND FINISH, UNLESS OTHERWISE NOTED.-FINISH COLORS SHALL BE SELECTED BY ARCHITECT FROM STANDARD MANUFACTURER COLORS.-PROVIDE BACKER ROD AND SEALANT AT CONNECTION BETWEEN CMU AND ADJACENT WALL.EXTERIOR WALL ASSEMBLY (2-HOUR RATED PER U.L. DESIGN NO. U937): EIFS SYSTEM EQUAL TO 'STO STOTHERM CI SYSTEM' W/ 4" CONTINUOUS INSULATION (R-15.2) AND AIR/MOISTURE BARRIER, OVER 10" CMU BLOCK WALL.-MATCH ADJACENT WALL COLOR AND FINISH , UNLESS OTHERWISE NOTED.-FINISH COLORS SHALL BE SELECTED BY ARCHITECT FROM STANDARD MANUFACTURER COLORS.-PROVIDE BACKER ROD AND SEALANT AT CONNECTION BETWEEN CMU AND ADJACENT WALL.-BACKSIDE OF CONTINUOUS INSULATION SHALL BE GROOVED TO PROVIDE A DRAINAGE PLANE.W3W6EXTERIOR WALL ASSEMBLY: 5/16" VERTICAL FIBER CEMENT SIDING SYSTEM EQUAL TO 'HARDIEPANEL SMOOTH VERTICAL SIDING SYSTEM' OVER 3/4" AIRSPACE W/ 1x4 VERTICAL PRESSURE TREATED WOOD FURRING, OVER 2 1/2" THICK ZIP SYSTEM R (R-12.6), OVER 1/2" THICK EXTERIOR SHEATHING, OVER 2x6 PRECUT WOOD STUDS SPACED 16" O.C., MAX. AT OPPOSITE FACE OF STUDS, INSTALL 5/8" THICK GYPSUM BOARD, OVER 1/2" THICK EXTERIOR SHEATHING.-REFER TO STRUCTURAL DRAWINGS FOR SHEARWALL LOCATIONS, STUD BRACING, AND SEISMIC DESIGN REQUIREMENTS.-FILL STUD CAVITIES FULL WITH GLASS FIBER BATT INSULATION (R-21) MINIMUM.-FINISH COLORS SHALL BE SELECTED BY ARCHITECT FROM STANDARD MANUFACTURER COLORS.EXTERIOR WALL ASSEMBLY: EIFS SYSTEM EQUAL TO 'STO STOTHERM CI SYSTEM' W/ 2" CONTINUOUS INSULATION (R-7.6) AND AIR/MOISTURE BARRIER, OVER 1/2" EXTERIOR SHEATHING, OVER 2x6 PRECUT WOOD STUDS SPACED 16" O.C., MAX. AT OPPOSITE FACE OF STUDS, INSTALL 5/8" THICK GYPSUM BOARD, OVER 1/2" THICK EXTERIOR SHEATHING.-REFER TO STRUCTURAL DRAWINGS FOR SHEARWALL LOCATIONS, STUD BRACING, AND SEISMIC DESIGN REQUIREMENTS. -FILL STUD CAVITIES FULL WITH GLASS FIBER BATT INSULATION (R-21) MINIMUM.-FINISH COLORS SHALL BE SELECTED BY ARCHITECT FROM STANDARD MANUFACTURER COLORS.-BACKSIDE OF CONTINUOUS INSULATION SHALL BE GROOVED TO PROVIDE A DRAINAGE PLANE.W7EXTERIOR WALL ASSEMBLY (1-HOUR RATED PER U.L. DESIGN NO. U305): 5/16" VERTICAL FIBER CEMENT SIDING SYSTEM EQUAL TO 'HARDIEPANEL SMOOTH VERTICAL SIDING SYSTEM' OVER 1-1/2" AIRSPACE W/ 1X4 VERTICAL PRESSURE TREATED WOOD FURRING, OVER 2 1/2" THICK ZIP SYSTEM R (R-12.6), OVER 1/2" LP FLAMEBLOCK EXTERIOR SHEATHING, OVER 2x6 PRECUT WOOD STUDS SPACED 16" O.C., MAX. AT INTERIOR WALL FACE, INSTALL (1) LAYER OF 5/8" THICK TYPE X GYPSUM BOARD. -REFER TO STRUCTURAL DRAWINGS FOR SHEARWALL LOCATIONS, STUD BRACING, AND SEISMIC DESIGN REQUIREMENTS.-FILL STUD CAVITIES FULL WITH GLASS FIBER BATT INSULATION (R-21) MINIMUM.-FINISH COLORS SHALL BE SELECTED BY ARCHITECT FROM STANDARD MANUFACTURER COLORS.W8EXTERIOR WALL ASSEMBLY(1-HOUR RATED PER U.L. DESIGN NO. U305): EIFS SYSTEM EQUAL TO 'STO STOTHERM CI SYSTEM' W/ 2" CONTINUOUS INSULATION (R-7.6) AND AIR/MOISTURE BARRIER, OVER 1/2" LP FLAMEBLOCK EXTERIOR SHEATHING, OVER 2x6 PRECUT WOOD STUDS SPACED 16" O.C., MAX. AT INTERIOR WALL FACE, INSTALL (1) LAYER OF 5/8" THICK TYPE X GYPSUM BOARD. -REFER TO STRUCTURAL DRAWINGS FOR SHEARWALL LOCATIONS, STUD BRACING, AND SEISMIC DESIGN REQUIREMENTS.-FILL STUD CAVITIES FULL WITH GLASS FIBER BATT INSULATION (R-21) MINIMUM.-FINISH COLORS SHALL BE SELECTED BY ARCHITECT FROM STANDARD MANUFACTURER COLORS.-BACKSIDE OF CONTINUOUS INSULATION SHALL BE GROOVED TO PROVIDE A DRAINAGE PLANE.EXTERIOR WALL ASSEMBLY (1-HOUR RATED PER U.L. DESIGN NO. U419): 5/16" VERTICAL FIBER CEMENT SIDING SYSTEM EQUAL TO 'HARDIEPANEL SMOOTH VERTICAL SIDING SYSTEM' OVER 1-1/2" AIRSPACE W/ 1x4 VERTICAL PRESSURE TREATED WOOD FURRING, OVER 2 1/2" THICK ZIP SYSTEM R (R-12.6), OVER 1/2" LP FLAMEBLOCK EXTERIOR SHEATHING, OVER 6" METAL STUDS SPACED 16" O.C. AT INTERIOR WALL FACE, INSTALL (1) LAYER OF 5/8" THICK TYPE X GYPSUM BOARD. -REFER TO STRUCTURAL DRAWINGS FOR SHEARWALL LOCATIONS, STUD BRACING, AND SEISMIC DESIGN REQUIREMENTS.-FILL STUD CAVITIES FULL WITH GLASS FIBER BATT INSULATION (R-21) MINIMUM.-FINISH COLORS SHALL BE SELECTED BY ARCHITECT FROM STANDARD MANUFACTURER COLORS.W1aW2W9bEXTERIOR WALL ASSEMBLY (2-HOUR RATED PER U.L. DESIGN NO. U937): 10" CMU BLOCK WALL.-MATCH ADJACENT WALL COLOR AND FINISH, UNLESS OTHERWISE NOTED.-FINISH COLORS SHALL BE SELECTED BY ARCHITECT FROM STANDARD MANUFACTURER COLORS.-PROVIDE BACKER ROD AND SEALANT AT CONNECTION BETWEEN CMU AND ADJACENT WALL.W1bW10EXTERIOR WALL ASSEMBLY: EIFS SYSTEM EQUAL TO 'STO STOTHERM CI SYSTEM' W/ 4" CONTINUOUS INSULATION (R-15.2) AND AIR/MOISTURE BARRIER, OVER 10" CMU BLOCK WALL.-MATCH ADJACENT WALL COLOR AND FINISH , UNLESS OTHERWISE NOTED.-FINISH COLORS SHALL BE SELECTED BY ARCHITECT FROM STANDARD MANUFACTURER COLORS.-PROVIDE BACKER ROD AND SEALANT AT CONNECTION BETWEEN CMU AND ADJACENT WALL.-BACKSIDE OF CONTINUOUS INSULATION SHALL BE GROOVED TO PROVIDE A DRAINAGE PLANE.WALL TYPESW9cEXTERIOR WALL ASSEMBLY (2-HOUR RATED PER U.L. DESIGN NO. U937): EIFS SYSTEM EQUAL TO 'STO STOTHERM CI SYSTEM' W/ 4" CONTINUOUS INSULATION (R-15.2) AND AIR/MOISTURE BARRIER, OVER 10" CMU BLOCK WALL.-MATCH ADJACENT WALL COLOR AND FINISH, UNLESS OTHERWISE NOTED.-FINISH COLORS SHALL BE SELECTED BY ARCHITECT FROM STANDARD MANUFACTURER COLORS.-PROVIDE BACKER ROD AND SEALANT AT CONNECTION BETWEEN CMU AND ADJACENT WALL.-BACKSIDE OF CONTINUOUS INSULATION SHALL BE GROOVED TO PROVIDE A DRAINAGE PLANE.EXTERIOR WALL ASSEMBLY (1-HOUR RATED PER U.L. DESIGN NO. U305): 5/16" VERTICAL FIBER CEMENT SIDING SYSTEM EQUAL TO 'HARDIEPANEL SMOOTH VERTICAL SIDING SYSTEM' OVER 3/4" AIRSPACE W/ 1X4 VERTICAL PRESSURE TREATED WOOD FURRING, W/ 4" CONTINUOUS INSULATION (R-15.2) AND AIR/MOISTURE BARRIER, OVER 10" CMU BLOCK WALL.W11W12EXTERIOR WALL ASSEMBLY: EIFS SYSTEM EQUAL TO 'STO STOTHERM CI SYSTEM' W/ 4" CONTINUOUS INSULATION (R-15.2) AND AIR/MOISTURE BARRIER, ON BOTH SIDES, OVER 10" CMU BLOCK WALL.-MATCH ADJACENT WALL COLOR AND FINISH , UNLESS OTHERWISE NOTED.-FINISH COLORS SHALL BE SELECTED BY ARCHITECT FROM STANDARD MANUFACTURER COLORS.-PROVIDE BACKER ROD AND SEALANT AT CONNECTION BETWEEN CMU AND ADJACENT WALL.-BACKSIDE OF CONTINUOUS INSULATION SHALL BE GROOVED TO PROVIDE A DRAINAGE PLANE.W5aEXTERIOR WALL ASSEMBLY: EIFS SYSTEM EQUAL TO 'STO STOTHERM CI SYSTEM' W/ 2" CONTINUOUS INSULATION (R-7.6) AND AIR/MOISTURE BARRIER, OVER 3/4" EXTERIOR SHEATHING, OVER 1X4 FURRING, OVER 1/2" EXTERIOR SHEATHING, OVER 2x6 PRECUT WOOD STUDS SPACED 16" O.C., MAX. AT INTERIOR WALL FACE, INSTALL (1) LAYER OF 5/8" THICK GYPSUM BOARD. -REFER TO STRUCTURAL DRAWINGS FOR SHEARWALL LOCATIONS, STUD BRACING, AND SEISMIC DESIGN REQUIREMENTS.-FILL STUD CAVITIES FULL WITH GLASS FIBER BATT INSULATION (R-21) MINIMUM.-FINISH COLORS SHALL BE SELECTED BY ARCHITECT FROM STANDARD MANUFACTURER COLORS.-BACKSIDE OF CONTINUOUS INSULATION SHALL BE GROOVED TO PROVIDE A DRAINAGE PLANE.10R1 -ROOF ASSEMBLY (1-HOUR RATED PER BUILDING CODE 2015 OF NEW YORK STATE --TABLE 721.1[3] -21) :TPO ADHERED MEMBRANE OVER 6" RIGID INSULATION (R-35 MIN.) OVER (1) LAYER OF 3/4" PLYWOOD OVER 1 1/2" WIDE ROOF TRUSS OVER (2) LAYERS OF TYPE X 5/8" THICK GYPSUM BOARD.F1 -CONCRETE FLOOR ASSEMBLYCONCRETE SLAB PER STRUCTURAL DRAWINGS.F2 -FLOOR / CEILING ASSEMBLY (3-HOUR RATED PER U.L. DESIGN NO. J901):3" CONCRETE TOPPING OVER 12" PRECAST CONCRETE PLANK, CONCRETE LEVELING SHALL BE PROVIDED AS REQUIRED OVER CONCRETE PLANK (REFER TO STRUCTURAL DRAWINGS). AT EXPOSED EXTERIOR CONDITIONS INSTALL 11-1/4" THICK (R-38) UNFACED GLASS FIBER BLANKET INSULATION BETWEEN BOTTOM OF SLAB AND CEILING BELOW.INSULATION SHALL BE INSTALLED TO RESNET GRADE 1 QUALITY FULLY FILLING CAVITY WITH NO GAPS OR COMPRESSION.F3 -FLOOR / CEILING ASSEMBLY (1-HOUR RATED PER U.L. DESIGN NO. L521, SYSTEM 4):3/4" THICK FLOOR TOPPING MIXTURE (MINIMUM 1800 PSI) EQUAL TO "USG --LEVELROCK BRAND UNDERLAYMENT", OVER 1/4" THICK SOUND REDUCTION MAT, OVER 3/4" THICK TONGUE AND GROOVE STRUCTURAL PLYWOOD DECKING, OVER 24" DEEP PRE-ENGINEERED OPEN WEB WOOD FLOOR TRUSSES SPACED 16" ON CENTER, MAX. (REFER TO STRUCTURAL FRAMING PLANS). INSTALL 3-1/2" THICK (R-11) UNFACED GLASS FIBER BLANKET INSULATION BETWEEN FLOOR JOIST CAVITIES. AT UNDERSIDE OF FLOOR JOISTS INSTALL (1) LAYER OF 5/8" THICK U.L. CLASSIFIED GYPSUM BOARD OVER 1/2" DEEP RESILIENT CHANNELS SPACED 12" ON CENTER, MAX. RUNNING PERPENDICULAR TO FLOOR JOISTS. REFER TO U.L. DESIGN FOR GYPSUM FINISHING REQUIREMENTS. APPLY SPATTER "KNOCKDOWN" TEXTURE, PRIME AND PAINT. REFER TO FINISH SCHEDULES FOR FLOORING FINISH REQUIREMENTS AND LOCATIONS. OVERALL FLOOR / CEILING ASSEMBLY SHALL HAVE 50 STC (MINIMUM). INSTALL U.L. LISTED CEILING DAMPERS AND GRILLES WHERE REQUIRED PER MECHANICAL DRAWINGS.NOTE: PRE-ENGINEERED OPEN WEB FLOOR TRUSSES SHALL BE PARALLEL CHORD TRUSSES FABRICATED FROM NOMINAL 2X4 LUMBER WITH LUMBER ORIENTED VERTICALLY OR HORIZONTALLY. FLOOR TRUSS DESIGN AND FABRICATION SHALL MEET THE REQUIREMENTS OUTLINED UNDER U.L. DESIGN NO. L521. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL FLOOR TRUSS DESIGN REQUIREMENTS.ASSEMBLY SHALL MEET GA-FC-5012TO ACHIEVE AN IIC RATING OF 50 OR BETTER.F4 -FLOOR / CEILING ASSEMBLY (1-HOUR RATED PER U.L. DESIGN NO. L501):3/4" THICK FLOOR TOPPING MIXTURE (MINIMUM 1800 PSI) EQUAL TO "USG --LEVELROCK BRAND UNDERLAYMENT", OVER 3/4" THICK TONGUE AND GROOVE STRUCTURAL PLYWOOD DECKING, OVER 8" WOOD JOIST, OVER 1/2" DEEP RESILIENT CHANNELS SPACED 12" ON CENTER, MAX. RUNNING PERPENDICULAR TO FLOOR JOISTS, OVER (1) LAYER OF 5/8" THICK U.L. CLASSIFIED GYPSUM BOARD.F1F2R1F3F42' - 7 3/8"0' - 6"2' - 2 5/8"0' - 10 1/4"ROOF TYPESFLOOR TYPESR2 -ROOF ASSEMBLY (1-HOUR RATED PER BUILDING CODE 2015 OF NEW YORK STATE --TABLE 721.1[3] -21) :TPO ADHERED MEMBRANE OVER 6" RIGID INSULATION (R-35 MIN.) OVER (1) LAYER OF 3/4" PLYWOOD OVER 2X8 WOOD JOISTS OVER (2) LAYERS OF TYPE X 5/8" THICK GYPSUM BOARD.R21' - 3 1/4"1' - 3"RCPREFER TOThe Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:SITE / CIVIL ENGINEERFAGAN ENGINEERS & LAND SURVEYORS, P.C.113 EAST CHEMUNG PLACEELMIRA, NEW YORK 14904CONTACT: 607.734.2165DATE:DOS ID#5001632STRUCTURAL ENGINEERTAITEM ENGINEERING, P.C.110 SOUTH ALBANY STREETITHACA, NEW YORK 14850CONTACT: 607.277.1118MEP ENGINEERTAITEM ENGINEERING, P.C.110 SOUTH ALBANY STREETITHACA, NEW YORK 14850CONTACT: 607.277.1118LANDSCAPE ARCHITECTWHITHAM PLANNING &DESIGN, LLC142 EAST STATE STREET, SUITE BITHACA, NEW YORK 14850CONTACT: 607.272.1290GENERAL CONTRACTORVECINO CONSTRUCTION305 WEST COMMERCIAL STREETSPRINGFIELD, MISSOURI 65803CONTACT: 417.720.1577Bruce Kayvon Adib-YazdiLicense No. 0386288/6/2020 9:31:55 AMBIM 360://18260 - Ithaca Arthaus NY/200619 - Ithaca - Arthaus_R19.rvtWALL TYPESA10018260AuthorIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK3/12/2020REV. DESCRIPTION DATE3 ADDENDUM 3 8/2/20194 ADDENDUM 4 10/16/20195 ADDENDUM 5 11/11/20197 SUPPLEMENTALINSTRUCTIONS 23/20/20209 SUPPLEMENTALINSTRUCTIONS 45/13/202010 SUPPLEMENTALINSTRUCTIONS 58/5/2020RFI 58 - Fire Rated Ext WallsRFI 58RFI 58 - Fire Rated Ext WallsRFI 58 RFI 19Asphalt Edges at Playground and Grass AreasRFI 114RFI 62CMU Door & Window OpeningRFI 55CMU Door and Window OpeningRFI 55Access Control Stair 2 &3RFI 80 UPUPDDDNA2012A2022A20211A301A2032A2041A2042A4053A4042A4045A4032A4034A4054A4041A4055A4056A40441615171819202122BAZAABBCCDDXWVCDEFYHJKLURSTGG1234568713121110149MNPQ1 BED UNITTYPE 22022 BED UNITTYPE 1201STUDIO UNITTYPE 32031 BED UNITTYPE 62041 BED UNITTYPE 72051 BED UNITTYPE 62062 BED UNITTYPE 2207STUDIO UNITTYPE 1208STUDIO UNITTYPE 2211STUDIO UNITTYPE 42192 BED UNITTYPE 32202 BED UNITTYPE ATYPE 4221STUDIO UNITTYPE 1222STUDIO UNITTYPE 1223STUDIO UNITTYPE 12241 BED UNITTYPE ATYPE 4235STUDIO UNITTYPE ATYPE 1230STUDIO UNITTYPE 12321 BED UNITTYPE 82341 BED UNITTYPE 32281 BED UNITTYPE 12271 BED UNITTYPE 5210STUDIO UNITTYPE 12312 BED UNITTYPE 2218STUDIO UNITTYPE 1233STUDIO UNITTYPE 1229ELEC2171 BED UNITTYPE 72121 BED UNITTYPE 72141 BED UNITTYPE 72161 BED UNITTYPE 72251 BED UNITTYPE 1226LAUNDRY213STORAGE209STAIR 1ST1STAIR 3ST32A3011A50112A5012A501A30211A30351A5021A5054A5052A504A3022A2011A2031A2053A2052A2051A2056A2055A2054STAIR 2ST28' - 11"25' - 6"4' - 5 1/2"7' - 0"5' - 6"5' - 6"7' - 0"4' - 5 1/2"9' - 6 3/4"25' - 2"94' - 1 3/4"204' - 3 7/8"25' - 7 1/8"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 8 3/4"151' - 3 3 /4" 2 4 ' - 3 1/2" 3 3 ' - 5 1/2" 2 5 ' - 6 " 2 5' - 6" 9' - 8 3 /4 " 3 2 ' - 1 0 " 2 5 ' - 6 " 25' - 6" 2 5' - 6 " 1 6' - 11 1 /2" 9 3 ' - 5 1/2 "10' - 5 1/4"33' - 5 1/2"16' - 11 1/2"2' - 0"25' - 1 3/4"6' - 5 1/2"25' - 1 3/4"2' - 0"60' - 9"27' - 1 3/4"6' - 6 1/2"27' - 1 3/4"20' - 8"27' - 2 1/4"6' - 6 1/2"25' - 1 3/4"140' - 4 1/2"16' - 11 1/2"16' - 11 1/2"16' - 11 1/2"33' - 4 3/4"16' - 11 1/2"16' - 11 1/2"16' - 11 1/2"65.00°79.00°79.00°A4043A40313A5023A301P10P10P11P10P10P10P10P10P11P10P10P10P10P10P10P11P10P10P10P10P10P10P11P11P11W6W6W6W3P11P10P11P10P11P10P11P10P10P10P10P11P11P10P11P11P10P10P10P11P11P10P10P10P10P10W4P9P9W7W7W8W8W8P9P9P9P9P9P9P9P9W3W7P9P10P10P11P9P11P9W6W4W4W6W5aW5aW4W5W5W7W7W7A40242A502S143' - 1 1/4"2A5031A5043A5031A5033A5044A5043A5052A5051A5062A50624' - 7"P10P10W5W5W5W7A4035A30310A4063A4062A4061A406410' - 0"W18' - 6"1010101. PROVIDE WALL BLOCKING / REINFORCING AT TOILETS AND SHOWERS IN ALLUNITS PER SHEETS G-002 AND G-003. GRAB BARS ARE TO BE INSTALLED IN TYPE A UNITS.2. PLUMBING FIXTURE CONTROLS AND BATHROOM ACCESSORIES SHALL HAVE A POLISHED / BRIGHT CHROME FINISH. GRAB BARS SHALL HAVE A SATIN CHROME / STAINLESS FINISH.3. REFER TO OVERALL PLANS FOR CORRIDOR, DEMISING WALL, AND EXTERIOR WALL TYPES/ASSEMBLY REQUIREMENTS.4. REFER TO OVERALL PLANS FOR TYPE -A UNIT LOCATIONS5. ALLOW INSPECTION OF WALL INSULATION, INCLUDING FRAMING, PRE‐DRYWALL INSTALLATION AND POST‐DRYWALL CONSTRUCTION. NOTIFY RESPONSIBLE PARTY PRIOR TO ENCLOSING WALL INSULATION IN AREAS DESIGNATED FOR INSPECTIONS.”6. THE DWELLING UNITS SHALL BE TESTED AND VERIFIED AS HAVING AN AIR LEAKAGE 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 REPRESENTATIVE 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.GENERAL NOTESThe Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:SITE / CIVIL ENGINEERFAGAN ENGINEERS & LAND SURVEYORS, P.C.113 EAST CHEMUNG PLACEELMIRA, NEW YORK 14904CONTACT: 607.734.2165DATE:DOS ID#5001632STRUCTURAL ENGINEERTAITEM ENGINEERING, P.C.110 SOUTH ALBANY STREETITHACA, NEW YORK 14850CONTACT: 607.277.1118MEP ENGINEERTAITEM ENGINEERING, P.C.110 SOUTH ALBANY STREETITHACA, NEW YORK 14850CONTACT: 607.277.1118LANDSCAPE ARCHITECTWHITHAM PLANNING &DESIGN, LLC142 EAST STATE STREET, SUITE BITHACA, NEW YORK 14850CONTACT: 607.272.1290GENERAL CONTRACTORVECINO CONSTRUCTION305 WEST COMMERCIAL STREETSPRINGFIELD, MISSOURI 65803CONTACT: 417.720.1577Bruce Kayvon Adib-YazdiLicense No. 0386288/6/2020 9:32:06 AMBIM 360://18260 - Ithaca Arthaus NY/200619 - Ithaca - Arthaus_R19.rvtSECOND FLOORPLANA10218260LAHIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK3/12/20201/8" = 1'-0"12ND FLOOR OVERALL FLOOR PLANBUILDING MATRIX - 3 UNIT TYPESROOM TYPE1STFLOOR2NDFLOOR3RDFLOOR4THFLOOR5THFLOORTOTAL PERCENTAGE1 BED UNIT0 14 14 14 14 56 45.2%2 BED UNIT0 5 5 5 5 20 16.1%STUDIO UNIT0 12 12 12 12 48 38.7%GRAND TOTAL0 31 31 31 31 124 100.0%REV. DESCRIPTION DATE1 ADDENDUM 1 7/3/20193 ADDENDUM 3 8/2/20195 ADDENDUM 5 11/11/20197 SUPPLEMENTALINSTRUCTIONS 23/20/20209 SUPPLEMENTALINSTRUCTIONS 45/13/202010 SUPPLEMENTALINSTRUCTIONS 58/5/2020Omit P5 P6b or P8 to be addedElevator Wall Clarification(Gyp over RC Channel)RFI 102RFI 96 - Ductless Split Locations: Studio UnitsType 1 / Type 2 / Type 3** see A403 for location **RFI 96Pre-Cast Plumbing ConflictsRFI 89Storage Room Door # 209RFI 62RFI 62RFI 62 DNUPDNUPDDA2012A2022A2021A2032A2041A20421615171819202122BAZAABBCCDDXWVCDEFYHJKLURSTGG1234568713121110149MNPQ2A3011A5012A5011A5021A5054A5052A504A2011A2031A2053A2052A2051A2056A2055A20541 BED UNITTYPE 23022 BED UNITTYPE 1301STUDIO UNITTYPE 33031 BED UNITTYPE 63041 BED UNITTYPE 73051 BED UNITTYPE 63062 BED UNITTYPE 2307STUDIO UNITTYPE 1308STUDIO UNITTYPE 2311STUDIO UNITTYPE 43192 BED UNITTYPE 33202 BED UNITTYPE 4321STUDIO UNITTYPE 1322STUDIO UNITTYPE 1323STUDIO UNITTYPE 13241 BED UNITTYPE ATYPE 4335STUDIO UNITTYPE ATYPE 1330STUDIO UNITTYPE 13321 BED UNITTYPE 83341 BED UNITTYPE 33281 BED UNITTYPE 13271 BED UNITTYPE 5310STUDIO UNITTYPE 13312 BED UNITTYPE 2318STUDIO UNITTYPE 1333STUDIO UNITTYPE 1329ELEC3171 BED UNITTYPE 73121 BED UNITTYPE 73141 BED UNITTYPE 73161 BED UNITTYPE 73251 BED UNITTYPE 1326LAUNDRY313STORAGE309ELEVEL1STAIR 1ST1STAIR 2ST2STAIR 3ST325' - 6"4' - 5 1/2"7' - 0"5' - 6"5' - 6"7' - 0"4' - 5 1/2"9' - 6 3/4"25' - 2"94' - 1 3/4"2 5 ' - 6 " 2 5' - 6" 2 5 ' - 6 " 16 ' - 11 1 /2 " 9 3 ' - 5 1 /2"10' - 5 1/4"33' - 5 1/2"16' - 11 1/2"2' - 0"25' - 1 3/4"6' - 5 1/2"25' - 1 3/4"2' - 0"60' - 9"27' - 1 3/4"6' - 6 1/2"27' - 1 3/4"20' - 8"27' - 2 1/4"6' - 6 1/2"25' - 1 3/4"140' - 4 1/2"16' - 11 1/2"16' - 11 1/2"16' - 11 1/2"16' - 11 1/2"16' - 11 1/2"16' - 11 1/2"2' - 0"65.00°79.00°79.00°203' - 11 1/2"25' - 2 3/4"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 8 3/4"1 50' - 5 3 /8" 23' - 11 1 /8 " 3 3' - 5 1 /2 " 25' - 6" 2 5 ' - 6 " 9 ' - 8 3/4 " 3 2' - 4"3A5023A301P10P10P10P10P10P10P10P10P10P10P10P9P10P10P9P10P10P10P10P10P10P10P11P11P10W6W6W6W3P11P10P10P10P10P10P10P10P10P10P10P11P11P10P11P10P10P10P10P10P10P10P10P10P10P10W4P9P9W7W7W8W8W8P9P10P10P9P9P9P9P10W3W7P9P10P10P11P9P11P9W6W4W4W6W5aW5aW4W5W5W7W7W72A502S143' - 1 1/4"A4024Sim2A5031A5041A5033A5044A5043A5052A5051A5062A506P10P10W5W5W524' - 7"W7A30310Sim35' - 7 1/8"9' - 2 1/4"10' - 0"W18' - 6"1010101. PROVIDE WALL BLOCKING / REINFORCING AT TOILETS AND SHOWERS IN ALLUNITS PER SHEETS G-002 AND G-003. GRAB BARS ARE TO BE INSTALLED IN TYPE A UNITS.2. PLUMBING FIXTURE CONTROLS AND BATHROOM ACCESSORIES SHALL HAVE A POLISHED / BRIGHT CHROME FINISH. GRAB BARS SHALL HAVE A SATIN CHROME / STAINLESS FINISH.3. REFER TO OVERALL PLANS FOR CORRIDOR, DEMISING WALL, AND EXTERIOR WALL TYPES/ASSEMBLY REQUIREMENTS.4. REFER TO OVERALL PLANS FOR TYPE -A UNIT LOCATIONS5. ALLOW INSPECTION OF WALL INSULATION, INCLUDING FRAMING, PRE‐DRYWALL INSTALLATION AND POST‐DRYWALL CONSTRUCTION. NOTIFY RESPONSIBLE PARTY PRIOR TO ENCLOSING WALL INSULATION IN AREAS DESIGNATED FOR INSPECTIONS.”6. THE DWELLING UNITS SHALL BE TESTED AND VERIFIED AS HAVING AN AIR LEAKAGE 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 REPRESENTATIVE 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.GENERAL NOTESThe Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:SITE / CIVIL ENGINEERFAGAN ENGINEERS & LAND SURVEYORS, P.C.113 EAST CHEMUNG PLACEELMIRA, NEW YORK 14904CONTACT: 607.734.2165DATE:DOS ID#5001632STRUCTURAL ENGINEERTAITEM ENGINEERING, P.C.110 SOUTH ALBANY STREETITHACA, NEW YORK 14850CONTACT: 607.277.1118MEP ENGINEERTAITEM ENGINEERING, P.C.110 SOUTH ALBANY STREETITHACA, NEW YORK 14850CONTACT: 607.277.1118LANDSCAPE ARCHITECTWHITHAM PLANNING &DESIGN, LLC142 EAST STATE STREET, SUITE BITHACA, NEW YORK 14850CONTACT: 607.272.1290GENERAL CONTRACTORVECINO CONSTRUCTION305 WEST COMMERCIAL STREETSPRINGFIELD, MISSOURI 65803CONTACT: 417.720.1577Bruce Kayvon Adib-YazdiLicense No. 0386288/6/2020 9:32:10 AMBIM 360://18260 - Ithaca Arthaus NY/200619 - Ithaca - Arthaus_R19.rvtTHIRD FLOOR PLANA10318260LAHIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK3/12/20201/8" = 1'-0"13RD FLOOR OVERALL FLOOR PLANBUILDING MATRIX - 3 UNIT TYPESROOM TYPE1STFLOOR2NDFLOOR3RDFLOOR4THFLOOR5THFLOORTOTAL PERCENTAGE1 BED UNIT0 14 14 14 14 56 45.2%2 BED UNIT0 5 5 5 5 20 16.1%STUDIO UNIT0 12 12 12 12 48 38.7%GRAND TOTAL0 31 31 31 31 124 100.0%REV. DESCRIPTION DATE1 ADDENDUM 1 7/3/20193 ADDENDUM 3 8/2/20195 ADDENDUM 5 11/11/20197 SUPPLEMENTALINSTRUCTIONS 23/20/20209 SUPPLEMENTALINSTRUCTIONS 45/13/202010 SUPPLEMENTALINSTRUCTIONS 58/5/2020Omit P5 from locationP6b or P8Elevator Wall ClarificationRFI 102P5 of Gyp overRC ChannelRFI 102Elevator Wall Clarification(Gyp over RC Channel)RFI 102RFI 96 - Ductless Split System Locations -Studio Type 1 / Type 2 / Type3** see A403 for location **RFI 96RFI # 62 - Storage Room DoorRFI 62RFI 62RFI 62 DNUPDNUPDDA2012A2022A2021A2032A2041A20421615171819202122BAZAABBCCDDXWVCDEFYHJKLURSTGG1234568713121110149MNPQ2A3011A50125' - 6"4' - 5 1/2"7' - 0"5' - 6"5' - 6"7' - 0"4' - 5 1/2"9' - 6 3/4"25' - 2"94' - 1 3/4"25' - 6" 2 5 ' - 6 " 2 5 ' - 6 " 1 6 ' - 1 1 1/2" 9 3' - 5 1 /2 "10' - 5 1/4"33' - 5 1/2"16' - 11 1/2"2' - 0"25' - 1 3/4"6' - 5 1/2"25' - 1 3/4"2' - 0"60' - 9"27' - 1 3/4"6' - 6 1/2"27' - 1 3/4"20' - 8"27' - 2 1/4"6' - 6 1/2"25' - 1 3/4"140' - 4 1/2"16' - 11 1/2"16' - 11 1/2"16' - 11 1/2"16' - 11 1/2"16' - 11 1/2"16' - 11 1/2"2' - 0"65.00°79.00°79.00°2A5011A5021A5054A5052A504A2011A2031A2053A2052A2051A2056A2055A20542 BED UNITTYPE 14011 BED UNITTYPE 2402STUDIO UNITTYPE 34031 BED UNITTYPE 64041 BED UNITTYPE 74051 BED UNITTYPE 64062 BED UNITTYPE 2407STUDIO UNITTYPE 1408STUDIO UNITTYPE 2411STUDIO UNITTYPE 44192 BED UNITTYPE 34202 BED UNITTYPE 4421STUDIO UNITTYPE 1422STUDIO UNITTYPE 1423STUDIO UNITTYPE 14241 BED UNITTYPE ATYPE 4435STUDIO UNITTYPE 1430STUDIO UNITTYPE 14321 BED UNITTYPE 84341 BED UNITTYPE 34281 BED UNITTYPE 14271 BED UNITTYPE 5410STUDIO UNITTYPE 14312 BED UNITTYPE 2418STUDIO UNITTYPE 1433STUDIO UNITTYPE 1429ELEC4171 BED UNITTYPE 74121 BED UNITTYPE 74141 BED UNITTYPE 74161 BED UNITTYPE 74251 BED UNITTYPE 1426LAUNDRY413STORAGE409ELEVEL1STAIR 1ST1STAIR 2ST2STAIR 3ST3203' - 11 1/2"25' - 2 3/4"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 8 3/4"1 50' - 5 3 /8" 2 3' - 11 1 /8" 3 3' - 5 1 /2" 2 5' - 6" 2 5 ' - 6 " 9 ' - 8 3 /4 " 3 2' - 4 "3A5023A301P10P10P10P10P10P10P10P10P10P10P10P10P10P10P10P10P10P10P10P10P10P10P10P10P10W5W5W5W4P11P10P10P10P10P10P10P10P10P10P10P11P11P10P11P11P10P10P10P10P10P10P10P10P10P10W4P9P9W7W7W8W8W8P9P10P10P9P9P9P9P10W4W7P9P10P10P10P9P10P9W5W4W4W5W5aW5aW4W5W5W7W7W72A5023' - 1 1/4"A4024SimS142A5031A5041A5033A5044A5043A50535' - 7 1/8"9' - 2 1/4"2A5051A5062A506P10P10W5W5W524' - 7"W7A30310Sim10' - 0"W18' - 6"1010101. PROVIDE WALL BLOCKING / REINFORCING AT TOILETS AND SHOWERS IN ALLUNITS PER SHEETS G-002 AND G-003. GRAB BARS ARE TO BE INSTALLED IN TYPE A UNITS.2. PLUMBING FIXTURE CONTROLS AND BATHROOM ACCESSORIES SHALL HAVE A POLISHED / BRIGHT CHROME FINISH. GRAB BARS SHALL HAVE A SATIN CHROME / STAINLESS FINISH.3. REFER TO OVERALL PLANS FOR CORRIDOR, DEMISING WALL, AND EXTERIOR WALL TYPES/ASSEMBLY REQUIREMENTS.4. REFER TO OVERALL PLANS FOR TYPE -A UNIT LOCATIONS5. ALLOW INSPECTION OF WALL INSULATION, INCLUDING FRAMING, PRE‐DRYWALL INSTALLATION AND POST‐DRYWALL CONSTRUCTION. NOTIFY RESPONSIBLE PARTY PRIOR TO ENCLOSING WALL INSULATION IN AREAS DESIGNATED FOR INSPECTIONS.”6. THE DWELLING UNITS SHALL BE TESTED AND VERIFIED AS HAVING AN AIR LEAKAGE 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 REPRESENTATIVE 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.GENERAL NOTESThe Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:SITE / CIVIL ENGINEERFAGAN ENGINEERS & LAND SURVEYORS, P.C.113 EAST CHEMUNG PLACEELMIRA, NEW YORK 14904CONTACT: 607.734.2165DATE:DOS ID#5001632STRUCTURAL ENGINEERTAITEM ENGINEERING, P.C.110 SOUTH ALBANY STREETITHACA, NEW YORK 14850CONTACT: 607.277.1118MEP ENGINEERTAITEM ENGINEERING, P.C.110 SOUTH ALBANY STREETITHACA, NEW YORK 14850CONTACT: 607.277.1118LANDSCAPE ARCHITECTWHITHAM PLANNING &DESIGN, LLC142 EAST STATE STREET, SUITE BITHACA, NEW YORK 14850CONTACT: 607.272.1290GENERAL CONTRACTORVECINO CONSTRUCTION305 WEST COMMERCIAL STREETSPRINGFIELD, MISSOURI 65803CONTACT: 417.720.1577Bruce Kayvon Adib-YazdiLicense No. 0386288/6/2020 9:32:14 AMBIM 360://18260 - Ithaca Arthaus NY/200619 - Ithaca - Arthaus_R19.rvtFOURTH FLOORPLANA10418260LAHIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK3/12/20201/8" = 1'-0"14TH FLOOR OVERALL FLOOR PLANBUILDING MATRIX - 3 UNIT TYPESROOM TYPE1STFLOOR2NDFLOOR3RDFLOOR4THFLOOR5THFLOORTOTAL PERCENTAGE1 BED UNIT0 14 14 14 14 56 45.2%2 BED UNIT0 5 5 5 5 20 16.1%STUDIO UNIT0 12 12 12 12 48 38.7%GRAND TOTAL0 31 31 31 31 124 100.0%REV. DESCRIPTION DATE1 ADDENDUM 1 7/3/20193 ADDENDUM 3 8/2/20195 ADDENDUM 5 11/11/20197 SUPPLEMENTALINSTRUCTIONS 23/20/20209 SUPPLEMENTALINSTRUCTIONS 45/13/202010 SUPPLEMENTALINSTRUCTIONS 58/5/2020Omit P5 from locationP6b or P8 shall be added to locationElevator Wall ClarificationRFI 102P5 or Gyp over RCChannelGyp over RCChannelElevator Wall ClarificationRFI 102RFI 96 - Ductless Split System Location - Studio Type 1/ Type 2 / Type3** see A403 for location **RFI 96RFI 97 - Hearing & Visually Impaired UnitRFI 97RFI 62RFI 62 DNDNUPDDA2012A2022A20211A301A2032A2041A20421615171819202122BAZAABBCCDDXWVCDEFYHJKLURSTG1234568713121110149MNPQ2A3011A5012A5011A5021A5054A5052A504A2011A2031A2053A2052A2051A2056A2055A20541 BED UNITTYPE 25022 BED UNITTYPE 1501STUDIO UNITTYPE 35031 BED UNITTYPE 65041 BED UNITTYPE 75051 BED UNITTYPE 65062 BED UNITTYPE 2507STUDIO UNITTYPE 1508STUDIO UNITTYPE 2511STUDIO UNITTYPE 45192 BED UNITTYPE 35202 BED UNITTYPE ATYPE 4521STUDIO UNITTYPE 1522STUDIO UNITTYPE 1523STUDIO UNITTYPE 15241 BED UNITTYPE 4535STUDIO UNITTYPE 1530STUDIO UNITTYPE 15321 BED UNITTYPE 85341 BED UNITTYPE 35281 BED UNITTYPE 15271 BED UNITTYPE 5510STUDIO UNITTYPE 15312 BED UNITTYPE 2518STUDIO UNITTYPE 1533STUDIO UNITTYPE 1529ELEC5171 BED UNITTYPE 75121 BED UNITTYPE 75141 BED UNITTYPE 75161 BED UNITTYPE 75251 BED UNITTYPE 1526LAUNDRY513STORAGE509ELEVEL1STAIR 1ST1STAIR 2ST2STAIR 3ST325' - 6"4' - 5 1/2"7' - 0"5' - 6"5' - 6"7' - 0"4' - 5 1/2"9' - 6 3/4"25' - 2"94' - 1 3/4"2 5' - 6" 2 5 ' - 6 " 2 5 ' - 6 " 1 6 ' - 1 1 1/2 " 9 3 ' - 5 1 /2"10' - 5 1/4"33' - 5 1/2"16' - 11 1/2"2' - 0"25' - 1 3/4"6' - 5 1/2"25' - 1 3/4"2' - 0"60' - 9"27' - 1 3/4"6' - 6 1/2"27' - 1 3/4"20' - 8"27' - 2 1/4"6' - 6 1/2"25' - 1 3/4"140' - 4 1/2"16' - 11 1/2"16' - 11 1/2"16' - 11 1/2"16' - 11 1/2"16' - 11 1/2"16' - 11 1/2"2' - 0"65.00°79.00°79.00°203' - 11 1/2"25' - 2 3/4"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 8 3/4"1 50' - 5 3 /8" 2 3' - 11 1 /8" 3 3' - 5 1 /2 " 25 ' - 6" 2 5 ' - 6 " 9 ' - 8 3/4 " 3 2' - 4"A30212A30363A5023A301P10P10P10P10P10P10P10P10P10P10P10P10P10P10P10P10P10P10P10P10P10P10P10P10P10W5W5W5W4P10P10P10P10P10P10P10P10P10P10P10P10P10P10P10P10P10P10P10P10P10P10P10P10P10P10W4P9P9W7W7W8W8W8P9P10P10P9P9P9P9P10W4W7P9P10P10P10P9P10P9W5W4W4W5W5aW5aW4W5W5W7W7W72A5023' - 1 1/4"A4024SimS142A5031A5041A5033A5044A5043A5059' - 2 1/4"29' - 9"2A5051A5062A50624' - 7"P10P10W5W5W5W7A30310Sim35' - 7 1/8"10' - 0"W18' - 6"1010101. PROVIDE WALL BLOCKING / REINFORCING AT TOILETS AND SHOWERS IN ALLUNITS PER SHEETS G-002 AND G-003. GRAB BARS ARE TO BE INSTALLED IN TYPE A UNITS.2. PLUMBING FIXTURE CONTROLS AND BATHROOM ACCESSORIES SHALL HAVE A POLISHED / BRIGHT CHROME FINISH. GRAB BARS SHALL HAVE A SATIN CHROME / STAINLESS FINISH.3. REFER TO OVERALL PLANS FOR CORRIDOR, DEMISING WALL, AND EXTERIOR WALL TYPES/ASSEMBLY REQUIREMENTS.4. REFER TO OVERALL PLANS FOR TYPE -A UNIT LOCATIONS5. ALLOW INSPECTION OF WALL INSULATION, INCLUDING FRAMING, PRE‐DRYWALL INSTALLATION AND POST‐DRYWALL CONSTRUCTION. NOTIFY RESPONSIBLE PARTY PRIOR TO ENCLOSING WALL INSULATION IN AREAS DESIGNATED FOR INSPECTIONS.”6. THE DWELLING UNITS SHALL BE TESTED AND VERIFIED AS HAVING AN AIR LEAKAGE 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 REPRESENTATIVE 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.GENERAL NOTESThe Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:SITE / CIVIL ENGINEERFAGAN ENGINEERS & LAND SURVEYORS, P.C.113 EAST CHEMUNG PLACEELMIRA, NEW YORK 14904CONTACT: 607.734.2165DATE:DOS ID#5001632STRUCTURAL ENGINEERTAITEM ENGINEERING, P.C.110 SOUTH ALBANY STREETITHACA, NEW YORK 14850CONTACT: 607.277.1118MEP ENGINEERTAITEM ENGINEERING, P.C.110 SOUTH ALBANY STREETITHACA, NEW YORK 14850CONTACT: 607.277.1118LANDSCAPE ARCHITECTWHITHAM PLANNING &DESIGN, LLC142 EAST STATE STREET, SUITE BITHACA, NEW YORK 14850CONTACT: 607.272.1290GENERAL CONTRACTORVECINO CONSTRUCTION305 WEST COMMERCIAL STREETSPRINGFIELD, MISSOURI 65803CONTACT: 417.720.1577Bruce Kayvon Adib-YazdiLicense No. 0386288/6/2020 9:32:18 AMBIM 360://18260 - Ithaca Arthaus NY/200619 - Ithaca - Arthaus_R19.rvtFIFTH FLOOR PLANA10518260LAHIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK3/12/20201/8" = 1'-0"15TH FLOOR OVERALL FLOOR PLANBUILDING MATRIX - 3 UNIT TYPESROOM TYPE1STFLOOR2NDFLOOR3RDFLOOR4THFLOOR5THFLOORTOTAL PERCENTAGE1 BED UNIT0 14 14 14 14 56 45.2%2 BED UNIT0 5 5 5 5 20 16.1%STUDIO UNIT0 12 12 12 12 48 38.7%GRAND TOTAL0 31 31 31 31 124 100.0%REV. DESCRIPTION DATE1 ADDENDUM 1 7/3/20193 ADDENDUM 3 8/2/20195 ADDENDUM 5 11/11/20197 SUPPLEMENTALINSTRUCTIONS 23/20/20209 SUPPLEMENTALINSTRUCTIONS 45/13/202010 SUPPLEMENTALINSTRUCTIONS 58/5/2020RFI 96 - Ductless Split System - Studio Type 1 / Type 2 / Type 3** see A403 for location **RFI 96Omit P5 from locationP6b or P8 shall beadded to locationP5 or Gyp overRC ChannelGyp over RC ChannelElevator Wall ClarificationRFI 102RFI 97 - Hearing & Visually Impaired UnitRFI 97RFI 62 S4S1S5S6S7S8S3S2S11SJSASBSCSESFSGSHS10S121A301S9S13SDSXSWSVSUSTSSSRSOSQSKSLSMSN2A3011A50112A5012A5011A5021A5054A5052A5043A5023A3012A5022A5031A5043A5031A5033A5044A5043A5052A505C-1C-31A5062A5068' -0"C-28' -0"C-28' -0"C-18' -0"CEILING TYPESC1:5/8" GYP. BOARD FINISH + PART OF UL ASSEMBLYC2:2X2 ACOUSTIC CEILING TILE EQUAL TO ARMSTRONG BRIGHTON MODEL #266C3:CONCRETE PLANK -BOTTOM OF FLOOR ASSEMBLYThe Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:SITE / CIVIL ENGINEERFAGAN ENGINEERS & LAND SURVEYORS, P.C.113 EAST CHEMUNG PLACEELMIRA, NEW YORK 14904CONTACT: 607.734.2165DATE:DOS ID#5001632STRUCTURAL ENGINEERTAITEM ENGINEERING, P.C.110 SOUTH ALBANY STREETITHACA, NEW YORK 14850CONTACT: 607.277.1118MEP ENGINEERTAITEM ENGINEERING, P.C.110 SOUTH ALBANY STREETITHACA, NEW YORK 14850CONTACT: 607.277.1118LANDSCAPE ARCHITECTWHITHAM PLANNING &DESIGN, LLC142 EAST STATE STREET, SUITE BITHACA, NEW YORK 14850CONTACT: 607.272.1290GENERAL CONTRACTORVECINO CONSTRUCTION305 WEST COMMERCIAL STREETSPRINGFIELD, MISSOURI 65803CONTACT: 417.720.1577Bruce Kayvon Adib-YazdiLicense No. 03862811/11/2019 12:01:16 AMBIM 360://Arthaus Ithaca NY/191004 - Ithaca - Arthaus_R19.rvtFIRST FLOORREFLECTED CEILINGPLANA10618260AuthorIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK07/23/20191/8" = 1'-0"1FIRST FLOOR REFLECTED CEILING PLANVINYL SOFFIT. REFER TO SPECFICATIONS.VINYL SOFFIT. REFER TO SPECFICATIONS.REV. DESCRIPTION DATE3 ADDENDUM 3 8/2/20195 ADDENDUM 5 11/11/201955Garage Ceiling FinishRFI 47 1A3011615171819202122BAZAABBCCDDXWVCDEFYHJKLURSTG1234568713121110149MNPQ2A3011A50112A5012A5011A5021A5054A5052A5043A5023A301C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-1C-2C-2?C-27' -11 5/8"8' -0"8' -0"8' -0"8' -0"C-1C-112"x12" ACCESS HATCH2A5022A5031A5043A5031A5033A5044A5043A5051A5062A5061PR143CEILING TYPESC1:5/8" GYP. BOARD FINISH + PART OF UL ASSEMBLYC2:2X2 ACOUSTIC CEILING TILE EQUAL TO ARMSTRONG BRIGHTON MODEL #266C3:CONCRETE PLANK -BOTTAM OF FLOOR ASSEMBLYThe Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:SITE / CIVIL ENGINEERFAGAN ENGINEERS & LAND SURVEYORS, P.C.113 EAST CHEMUNG PLACEELMIRA, NEW YORK 14904CONTACT: 607.734.2165DATE:DOS ID#5001632STRUCTURAL ENGINEERTAITEM ENGINEERING, P.C.110 SOUTH ALBANY STREETITHACA, NEW YORK 14850CONTACT: 607.277.1118MEP ENGINEERTAITEM ENGINEERING, P.C.110 SOUTH ALBANY STREETITHACA, NEW YORK 14850CONTACT: 607.277.1118LANDSCAPE ARCHITECTWHITHAM PLANNING &DESIGN, LLC142 EAST STATE STREET, SUITE BITHACA, NEW YORK 14850CONTACT: 607.272.1290GENERAL CONTRACTORVECINO CONSTRUCTION305 WEST COMMERCIAL STREETSPRINGFIELD, MISSOURI 65803CONTACT: 417.720.1577Bruce Kayvon Adib-YazdiLicense No. 0386289/16/2019 9:54:02 PMBIM 360://Arthaus Ithaca NY/190306 - Ithaca - Arthaus_R19.rvtTOWER FLOORREFLECTED CEILINGPLANA10718260AuthorIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK07/23/2019REV. DESCRIPTION DATE3 ADDENDUM 3 8/2/2019Stairwell Walls and Ceilings: Stairs 1, 2 & 3RFI 117 G W G W G W G W GWGWGWGWGWGWGWGWGWGWGWA2022A20211A301A2041A204215BCCDDCH1310149M2A3011A50160' - 9"9' - 6 3/4"9 ' - 8 3 /4 "2' - 0"56' - 9"2' - 0"2A5011A5021A5054A5052A504A2055A30263A5023A3012A5022A5031A5041A50307.0707.0707.0707.0707.0707.0707.0707.0707.0707.0707.0707.0707.0707.0707.0707.0707.0707.0707.0707.0707.0107.0107.0107.0107.0107.033A5044A5043A50507.0107.0107.03TYP.07.011A5062A506R2R1R1R1R1R1R21. REFER TO SHEET A-507 FOR T.P.O. ROOFING MEMBRANE SYSTEM MANUFACTURER'S DETAILS. DETAILS SHOWN ARE SPECIFIC TO THE BASIS-OF-DESIGN T.P.O. ROOFING MEMBRANE SYSTEM AND NOT ALL INCLUSIVE OF EVERY FIELD CONDITION. CONTRACTOR TO FOLLOW MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS AS REQUIRED FOR FULL WARRANTY COVERAGE. IN THE EVENT A SUBSTITUTE MANUFACTURER / T.P.O. SYSTEM IS USED, ROOFING CONTRACTOR SHALL FOLLOW THAT MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS AND CONSTRUCTION DETAILS.2. TPO ROOFING MEMBRANE SYSTEM SHALL BE 60 MIL WHITE REFLECTIVE "COOL ROOF" WITH AN INITIAL SOLAR REFLECTIVITY OF 0.79 MINIMUM. EQUAL TO EVERGUARD EXTREME® TPO BY GAF WITH MANUFACTURER'S 20 YEAR WARRANTY / GUARANTEE.3. QUALIFIED ROOFING CONTRACTOR SHALL BE A MANUFACTURER CERTIFIED INSTALLER OF SELECTED T.P.O. ROOFING MEMBRANE SYSTEM AND SYSTEM ACCESSORIES.4. ACCESS DOOR SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SORROUNDING SURFACES. ACCESS SHALL BE PROVIDED TO ALL EQUIPMENT THAT PREVENTS DAMAGING OR COMPRESSING THE INSULATION. A WOOD FRAMED OR EQUIVALENT BAFFLE OR RETAINER IS REQUIRED TO BE PROVIDED WHEN LOOSE FILL INSULATION IS INSTALLED, THE PURPOSE OF WHICH IS TO PREVENT THE LOOSE FILL INSULATION FROM SPILLING INTO THE LIVING SPACE WHEN THE ATTIC ACESS IS OPENED, AND TO PROVIDE A PERMANENT MEANS OF MAINTAINING THE INSTALLED R-VALUE OF THE LOOSE FILL INSULATION.5. VENTILATION SYSTEM ROOF CURBS AND/OR WALL PENETRATIONS ARE REQUIRED TO BE SEALED TO MAINTAIN CONTINUOUS AIR BARRIERGENERAL ROOFING NOTESCONDENSING UNIT. REFER TO MECHANICAL DRAWINGS FOR LOCATIONS AND REQUIREMENTS. INSTALL UNITS ON ADJUSTABLE LEG SUPPORTS / PEDESTALS WITH ANTI-VIBRATION PADS SUCH THAT STORMWATER FLOWS FREELY UNDERNEATH UNITS TO ROOF SCUPPERS. CONDENSING UNITS ARE GRAPHICALLY SHOWN ON ROOF PLAN FOR GENERAL DESIGN INTENT ONLY. COORDINATE LOCATIONS AS REQUIRED WITH ACTUAL FIELD CONDITIONS AND EQUIPMENT DIMENSIONS. INSTALL T.P.O. ROOFING MEMBRANE FLASHING AROUND SUPPORTS / EQUIPMENT CURB PER THE MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS. APPLY CONTINUOUS BEAD OF CAULK (COMPATIBLE WITH T.P.O. ROOFING SYSTEM) AROUND ROOF PENETRATIONS TO COMPLETELY SEAL AGAINST WATER INTRUSION.ROOF PLAN LEGEND07.0116" WIDE BY 10" TALL THROUGH WALL PRE-FINISHED SHEET METAL SCUPPER.DISCHARGED INTO PRE-FINISHED METAL CONDUCTOR HEAD AND 4"x5",SMOOTH, SQUARE PROFILE DOWNSPOUT COMPLETE WITH CONCEALEDUNION SLEEVES AND MATCHING ELBOWS WHERE REQUIRED. ANCHOR WITHMATCHING WALL BRACKETS VERTICALLY SPACED 60" ON CENTER, MAX.TERMINATE DOWNSPOUT INTO ADAPTER/DOWNSPOUT BOOT CONNECTEDTO UNDERGROUND STORMWATER PIPING. REFER TO CIVIL DRAWINGS FORSTORMWATER PIPING AND DETAILS.07.03ROOF CRICKET, TYPICAL. SLOPE 1/4" MINIMUM TO EFFECTIVELY DRAINSTORMWATER TO SCUPPERS AND PREVENT PONDINGWATER BEHINDPARAPETS.07.07PRE-FINISHED METAL (21 GA. MINIMUM) TAPERED PARAPET CAPFLASHING/COPING WITH CONTINUOUS CLEAT. INSTALL PRE-FORMED, ONEPIECE INSIDE AND OUTSIDE CORNERS. FAVE OF PARAPET CAP TO BE 6" TALLMINIMUM. FINISH TO BE SELECTED FROM MANUFACTURER'S FULL COLORSELECTION.KEYNOTESThe Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:SITE / CIVIL ENGINEERFAGAN ENGINEERS & LAND SURVEYORS, P.C.113 EAST CHEMUNG PLACEELMIRA, NEW YORK 14904CONTACT: 607.734.2165DATE:DOS ID#5001632STRUCTURAL ENGINEERTAITEM ENGINEERING, P.C.110 SOUTH ALBANY STREETITHACA, NEW YORK 14850CONTACT: 607.277.1118MEP ENGINEERTAITEM ENGINEERING, P.C.110 SOUTH ALBANY STREETITHACA, NEW YORK 14850CONTACT: 607.277.1118LANDSCAPE ARCHITECTWHITHAM PLANNING &DESIGN, LLC142 EAST STATE STREET, SUITE BITHACA, NEW YORK 14850CONTACT: 607.272.1290GENERAL CONTRACTORVECINO CONSTRUCTION305 WEST COMMERCIAL STREETSPRINGFIELD, MISSOURI 65803CONTACT: 417.720.1577Bruce Kayvon Adib-YazdiLicense No. 0386289/16/2019 9:54:06 PMBIM 360://Arthaus Ithaca NY/190306 - Ithaca - Arthaus_R19.rvtROOF PLANA10818260AuthorIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK07/23/20191/8" = 1'-0"1ROOF PLAN OVERALL FLOOR PLAN33REV. DESCRIPTION DATE3 ADDENDUM 3 8/2/2019CMU Towers at Roof - re:continuous insulation per NYSERDARFI 112RFI 16 1ST FLOOR0' -0"3RD FLOOR22' -7 7/8"4TH FLOOR32' -9 3/4"5TH FLOOR42' -11 5/8"2ND FLOOR12' -6"6TH FLOOR53' -1 1/2"T.O. PARAPET57' -9 1/2"S-2P-1P-2P-4P-3PAINT TO MATCH ADJACENT STUCCO FINISH COLORS-1S-1P-3S-291ST FLOOR0' -0"3RD FLOOR22' -7 7/8"4TH FLOOR32' -9 3/4"5TH FLOOR42' -11 5/8"2ND FLOOR12' -6"6TH FLOOR53' -1 1/2"T.O. PARAPET57' -9 1/2"P-4P-2P-1P-3PAINT TO MATCH ADJACENT BLOCK FINISH COLORB-1B-1M-1M-1M-1M-1M-1S-1FINISH COAT TO MATCH "CYBERSPACE" -SW 7076 -SMOOTH STUCCO FINISHEXTERIOR FINISH LEGENDS-2"SUPER WHITE" -#101 -DRYVIT -SMOOTH STUCCO FINISHP-1"ONLINE" -SW 7072 -FIBER CEMENT PANEL SYSTEMP-2"WEB GRAY" -SW 7075 -FIBER CEMENT PANEL SYSTEMP-3"CYBERSPACE" -SW 7076 -FIBER CEMENT PANEL SYSTEMP-4"POINSETTIA" -SW 6594 -FIBER CEMENT PANEL SYSTEMB-1DARK GRAY -INTEGRAL COLORED CMU BLOCKM-1WOVEN OR WELDED GALVANIZED WIRE MESHBUILDING FACENORTH ELEVATIONEAST ELEVATIONSOUTH ELEVATIONWEST ELEVATIONTOWER FLOORS - OPENING PERCENTAGESOLID MASS SQ.FT.1023191514562052OPENING SQ.FT.120384204425OPENING PERCENTAGE10.5%16.7%12.3%17.2%BUILDING FACENORTH ELEVATIONEAST ELEVATIONSOUTH ELEVATIONWEST ELEVATION1ST FLOOR - OPENING PERCENTAGESOLID MASS SQ.FT.839320757640OPENING SQ.FT.500795521461OPENING PERCENTAGE37.3%71.3%40.8%41.9%*EAST ELEVATION EXEMPT --705.8.1 -EXCEPTION 1.1The Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:SITE / CIVIL ENGINEERFAGAN ENGINEERS & LAND SURVEYORS, P.C.113 EAST CHEMUNG PLACEELMIRA, NEW YORK 14904CONTACT: 607.734.2165DATE:DOS ID#5001632STRUCTURAL ENGINEERTAITEM ENGINEERING, P.C.110 SOUTH ALBANY STREETITHACA, NEW YORK 14850CONTACT: 607.277.1118MEP ENGINEERTAITEM ENGINEERING, P.C.110 SOUTH ALBANY STREETITHACA, NEW YORK 14850CONTACT: 607.277.1118LANDSCAPE ARCHITECTWHITHAM PLANNING &DESIGN, LLC142 EAST STATE STREET, SUITE BITHACA, NEW YORK 14850CONTACT: 607.272.1290GENERAL CONTRACTORVECINO CONSTRUCTION305 WEST COMMERCIAL STREETSPRINGFIELD, MISSOURI 65803CONTACT: 417.720.1577Bruce Kayvon Adib-YazdiLicense No. 0386286/30/2020 12:04:23 PMBIM 360://18260 - Ithaca Arthaus NY/200619 - Ithaca - Arthaus_R19.rvtBUILDINGELEVATIONSA20118260LAHIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK3/12/20201/8" = 1'-0"1NORTH ELEVATION1/8" = 1'-0"2EAST ELEVATIONREV. DESCRIPTION DATE1 ADDENDUM 1 7/3/20199 SUPPLEMENTALINSTRUCTIONS 47/3/2020RFI 90 - Fiber Cement Siding Clarification:Fry Reglet Trim - Black;Fiber Cement Band Boards - P-3RFI 90RFI 94 - New Sign Location: Anchoring DetailRFI 94RFI #28 - CMU Type Clarification RFI 28 RFI 28 - CMU Type ClarificationRFI 28 1ST FLOOR0' -0"3RD FLOOR22' -7 7/8"4TH FLOOR32' -9 3/4"5TH FLOOR42' -11 5/8"2ND FLOOR12' -6"6TH FLOOR53' -1 1/2"T.O. PARAPET57' -9 1/2"12' - 6"10' - 1 7/8"10' - 1 7/8"10' - 1 7/8"10' - 1 7/8"4' - 8"5' - 10"63' - 7 1/2"T.O. PARAPET 263' -7 1/2"A20334' - 1"4' - 0"3' - 0"4' - 0"4' - 0"3' - 0"3' - 6"3' - 6"3' - 0"4' - 0"3' - 0"4' - 0"4' - 0"3' - 0"4' - 0"3' - 0"3' - 6"3' - 6"3' - 0"3' - 0"4' - 0"4' - 0"3' - 0"4' - 0"0' - 11"W1W3W3W1W1W3W3W1W3W3W3W1W1W1W1S3S3S28' - 6"8' - 8"8' - 8"8' - 8"W2W19W1W1W1W1W2W2W2W1W1W1W1W1W1W1W1W1W1W1W1W1W1W11ST FLOOR0' -0"3RD FLOOR22' -7 7/8"4TH FLOOR32' -9 3/4"5TH FLOOR42' -11 5/8"2ND FLOOR12' -6"6TH FLOOR53' -1 1/2"T.O. PARAPET57' -9 1/2"4' - 8"10' - 1 7/8"10' - 1 7/8"10' - 1 7/8"10' - 1 7/8"12' - 6"0' - 11"4' - 0"3' - 0"4' - 0"4' - 0"3' - 0"3' - 0"4' - 0"4' - 0"3' - 0"3' - 0"4' - 0"4' - 0"3' - 0"4' - 0"1' - 0"4' - 0"3' - 0"4' - 0"4' - 0"3' - 0"3' - 0"4' - 0"4' - 0"3' - 0"3' - 0"4' - 0"4' - 0"3' - 0"4' - 0"1' - 0"4' - 0"4' - 0"3' - 0"4' - 0"3' - 0"3' - 0"4' - 0"4' - 0"3' - 0"3' - 0"4' - 0"4' - 0"3' - 0"4' - 0"1' - 0"4' - 0"3' - 0"4' - 0"4' - 0"3' - 0"3' - 0"4' - 0"4' - 0"3' - 0"3' - 0"4' - 0"4' - 0"3' - 0"4' - 0"0' - 11"W1W1W1W1W2W2W2W2W1W1W1W1W2W2W2W2W1W1W1W1W1W1W1W1W2W2W2W2W2W2W2W2W1W1W1W1S9TYP6' - 0"TYP2' - 8"W2W1W1W2W2W1W2W2W2W1W1W1W1W1W1W2W2W2W2W2W2S10S11S129W1W1W1W1W1W1W1S-1FINISH COAT TO MATCH "CYBERSPACE" -SW 7076 -SMOOTH STUCCO FINISHEXTERIOR FINISH LEGENDS-2"SUPER WHITE" -#101 -DRYVIT -SMOOTH STUCCO FINISHP-1"ONLINE" -SW 7072 -FIBER CEMENT PANEL SYSTEMP-2"WEB GRAY" -SW 7075 -FIBER CEMENT PANEL SYSTEMP-3"CYBERSPACE" -SW 7076 -FIBER CEMENT PANEL SYSTEMP-4"POINSETTIA" -SW 6594 -FIBER CEMENT PANEL SYSTEMB-1DARK GRAY -INTEGRAL COLORED CMU BLOCKM-1WOVEN OR WELDED GALVANIZED WIRE MESHBUILDING FACENORTH ELEVATIONEAST ELEVATIONSOUTH ELEVATIONWEST ELEVATION1ST FLOOR - OPENING PERCENTAGESOLID MASS SQ.FT.839320757640OPENING SQ.FT.500795521461OPENING PERCENTAGE37.3%71.3%40.8%41.9%*EAST ELEVATION EXEMPT --705.8.1 -EXCEPTION 1.1BUILDING FACENORTH ELEVATIONEAST ELEVATIONSOUTH ELEVATIONWEST ELEVATIONTOWER FLOORS - OPENING PERCENTAGESOLID MASS SQ.FT.1023191514562052OPENING SQ.FT.120384204425OPENING PERCENTAGE10.5%16.7%12.3%17.2%1' - 5" TYP1' - 9" TYP.15' - 5"NEUTRAFACE FONT TYPEFACE. WHITE ACRYLIC FACE WITH GRAY ALUMINUM FRAME. PAINT ALUMINUM FRAME TO MATCH ADJACENT STUCCO FINISH. BACKLIT ILLUMINATION WITH WHITE LED LIGHTING. TYPICAL OF ALL LETTERS.0' - 6" TYP.The Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:SITE / CIVIL ENGINEERFAGAN ENGINEERS & LAND SURVEYORS, P.C.113 EAST CHEMUNG PLACEELMIRA, NEW YORK 14904CONTACT: 607.734.2165DATE:DOS ID#5001632STRUCTURAL ENGINEERTAITEM ENGINEERING, P.C.110 SOUTH ALBANY STREETITHACA, NEW YORK 14850CONTACT: 607.277.1118MEP ENGINEERTAITEM ENGINEERING, P.C.110 SOUTH ALBANY STREETITHACA, NEW YORK 14850CONTACT: 607.277.1118LANDSCAPE ARCHITECTWHITHAM PLANNING &DESIGN, LLC142 EAST STATE STREET, SUITE BITHACA, NEW YORK 14850CONTACT: 607.272.1290GENERAL CONTRACTORVECINO CONSTRUCTION305 WEST COMMERCIAL STREETSPRINGFIELD, MISSOURI 65803CONTACT: 417.720.1577Bruce Kayvon Adib-YazdiLicense No. 0386286/30/2020 12:04:44 PMBIM 360://18260 - Ithaca Arthaus NY/200619 - Ithaca - Arthaus_R19.rvtBUILDINGELEVATIONSA20318260LAHIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK3/12/20201/8" = 1'-0"1NORTH ELEVATION1/8" = 1'-0"2EAST ELEVATION1/2" = 1'-0"3NORTH ELEVATION SIGNAGEREV. DESCRIPTION DATE1 ADDENDUM 1 7/3/20199 SUPPLEMENTALINSTRUCTIONS 47/3/2020RFI 92 - Exterior Lighting Clarification:Mounting Locations for all Exterior LightingMounting Height for U2 FixturesRFI 92RFI 73 - Stair Tower Windows:Windows to be removed from allstair towers in SI #5RFI 73RFI #28 - CMU Type ClarificationRFI 28Masonry Control JointsRFI 54Window W3 ElevationRFI 56 1ST FLOOR0' -0"3RD FLOOR22' -7 7/8"4TH FLOOR32' -9 3/4"5TH FLOOR42' -11 5/8"2ND FLOOR12' -6"6TH FLOOR53' -1 1/2"T.O. PARAPET57' -9 1/2"4' - 8"10' - 1 7/8"10' - 1 7/8"10' - 1 7/8"10' - 1 7/8"12' - 6"4' - 0 1/8"4' - 0"4' - 0"3' - 0"4' - 0"4' - 0"4' - 0"3' - 0"4' - 0 1/8"1' - 0 3/4"4' - 0"3' - 0"4' - 0"4' - 0"3' - 0"3' - 0"4' - 0"4' - 0"3' - 0"3' - 0"4' - 0"4' - 0"3' - 0"4' - 0"0' - 8 1/4"4' - 0"3' - 0"4' - 0"4' - 0"3' - 0"4' - 0"4' - 0"3' - 0"4' - 0"2' - 1"W1W1W1W1W1W1W1W1W2W2W2W2W1W1W1W1W1W1W1W1W3W3W3W3W1W1W1W1W1W2W1W2W2W1W2W2W2W2W2W1W1W1W1W13' - 0"4' - 0"2' - 0"4' - 0"3' - 0"3' - 0"4' - 3" F.V. +/-101ST FLOOR0' -0"3RD FLOOR22' -7 7/8"4TH FLOOR32' -9 3/4"5TH FLOOR42' -11 5/8"2ND FLOOR12' -6"6TH FLOOR53' -1 1/2"T.O. PARAPET57' -9 1/2"12' - 6"10' - 1 7/8"10' - 1 7/8"10' - 1 7/8"10' - 1 7/8"4' - 8"S-24' - 2 1/4"4' - 0"3' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"3' - 0"3' - 0"4' - 0"1' - 7 3/8"0' - 8 7/8"4' - 0"4' - 0"3' - 0"4' - 0"3' - 0"3' - 0"4' - 0 3/4"3' - 10 3/4"4' - 0"3' - 0"4' - 0"4' - 0"3' - 0"4' - 0"0' - 7 1/2"3' - 11 1/4"4' - 0"3' - 0"4' - 0"4' - 0"4' - 0"3' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"3' - 0"4' - 0"2' - 2 7/8"W2W1W1W2W2W1W1W2W2W1W1W2W2W1W1W2W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1S10S102' - 8"S410S-1FINISH COAT TO MATCH "CYBERSPACE" -SW 7076 -SMOOTH STUCCO FINISHEXTERIOR FINISH LEGENDS-2"SUPER WHITE" -#101 -DRYVIT -SMOOTH STUCCO FINISHP-1"ONLINE" -SW 7072 -FIBER CEMENT PANEL SYSTEMP-2"WEB GRAY" -SW 7075 -FIBER CEMENT PANEL SYSTEMP-3"CYBERSPACE" -SW 7076 -FIBER CEMENT PANEL SYSTEMP-4"POINSETTIA" -SW 6594 -FIBER CEMENT PANEL SYSTEMB-1DARK GRAY -INTEGRAL COLORED CMU BLOCKM-1WOVEN OR WELDED GALVANIZED WIRE MESHBUILDING FACENORTH ELEVATIONEAST ELEVATIONSOUTH ELEVATIONWEST ELEVATION1ST FLOOR - OPENING PERCENTAGESOLID MASS SQ.FT.839320757640OPENING SQ.FT.500795521461OPENING PERCENTAGE37.3%71.3%40.8%41.9%*EAST ELEVATION EXEMPT --705.8.1 -EXCEPTION 1.1BUILDING FACENORTH ELEVATIONEAST ELEVATIONSOUTH ELEVATIONWEST ELEVATIONTOWER FLOORS - OPENING PERCENTAGESOLID MASS SQ.FT.1023191514562052OPENING SQ.FT.120384204425OPENING PERCENTAGE10.5%16.7%12.3%17.2%The Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:SITE / CIVIL ENGINEERFAGAN ENGINEERS & LAND SURVEYORS, P.C.113 EAST CHEMUNG PLACEELMIRA, NEW YORK 14904CONTACT: 607.734.2165DATE:DOS ID#5001632STRUCTURAL ENGINEERTAITEM ENGINEERING, P.C.110 SOUTH ALBANY STREETITHACA, NEW YORK 14850CONTACT: 607.277.1118MEP ENGINEERTAITEM ENGINEERING, P.C.110 SOUTH ALBANY STREETITHACA, NEW YORK 14850CONTACT: 607.277.1118LANDSCAPE ARCHITECTWHITHAM PLANNING &DESIGN, LLC142 EAST STATE STREET, SUITE BITHACA, NEW YORK 14850CONTACT: 607.272.1290GENERAL CONTRACTORVECINO CONSTRUCTION305 WEST COMMERCIAL STREETSPRINGFIELD, MISSOURI 65803CONTACT: 417.720.1577Bruce Kayvon Adib-YazdiLicense No. 0386288/6/2020 9:36:17 AMBIM 360://18260 - Ithaca Arthaus NY/200619 - Ithaca - Arthaus_R19.rvtBUILDINGELEVATIONSA20418260LAHIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK3/12/20201/8" = 1'-0"1SOUTH ELEVATION1/8" = 1'-0"2WEST ELEVATIONCOORDINATE ALL DIMENSIONS WITH EDGE OF WINDOW FRAMEREV. DESCRIPTION DATE1 ADDENDUM 1 7/3/20199 SUPPLEMENTALINSTRUCTIONS 45/13/202010 SUPPLEMENTALINSTRUCTIONS 58/5/2020Shaft CMU Elevation Clarification - Stair 2 - West WallRFI 86Masonry Control JointsRFI 54RFI #28 - CMU Type ClarificationRFI 28RFI 73 - Stair Tower Windows:Windows will be removed from all stairtowers in SI #5RFI 73 1ST FLOOR0' -0"3RD FLOOR22' -7 7/8"4TH FLOOR32' -9 3/4"5TH FLOOR42' -11 5/8"2ND FLOOR12' -6"6TH FLOOR53' -1 1/2"10' - 1 7/8"10' - 1 7/8"10' - 1 7/8"10' - 1 7/8"12' - 6"DOWNSPOUT & COLLECTOR BOXW1W1W1W1W2W2W2W2W1W1W1W1W1W1W1W1S-2W1W2W2W191ST FLOOR0' -0"3RD FLOOR22' -7 7/8"4TH FLOOR32' -9 3/4"5TH FLOOR42' -11 5/8"2ND FLOOR12' -6"6TH FLOOR53' -1 1/2"T.O. PARAPET57' -9 1/2"12' - 6"10' - 1 7/8"10' - 1 7/8"10' - 1 7/8"10' - 1 7/8"4' - 8"DOWNSPOUT & COLLECTOR BOXW2W2W2W2S-291ST FLOOR0' -0"3RD FLOOR22' -7 7/8"4TH FLOOR32' -9 3/4"5TH FLOOR42' -11 5/8"2ND FLOOR12' -6"6TH FLOOR53' -1 1/2"T.O. PARAPET57' -9 1/2"4' - 8"10' - 1 7/8"10' - 1 7/8"10' - 1 7/8"10' - 1 7/8"12' - 6"DOWNSPOUT & COLLECTOR BOXW1W2W2W1W1W1W1W2W2W1W1W2W2W1W1W1W1W2W2W1S-2W1W1W1W1W1W1W1W11ST FLOOR0' -0"3RD FLOOR22' -7 7/8"4TH FLOOR32' -9 3/4"5TH FLOOR42' -11 5/8"2ND FLOOR12' -6"6TH FLOOR53' -1 1/2"T.O. PARAPET57' -9 1/2"4' - 8"10' - 1 7/8"10' - 1 7/8"10' - 1 7/8"10' - 1 7/8"12' - 6"W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W2W2W2W2W1W1W1W1W1W1W1W1S-2W1W1W1W1W1W1W1W191ST FLOOR0' -0"3RD FLOOR22' -7 7/8"4TH FLOOR32' -9 3/4"5TH FLOOR42' -11 5/8"2ND FLOOR12' -6"6TH FLOOR53' -1 1/2"T.O. PARAPET57' -9 1/2"12' - 6"10' - 1 7/8"10' - 1 7/8"10' - 1 7/8"10' - 1 7/8"4' - 8"S14S14S14S14S-2S-2S-2S-2S-2S-291ST FLOOR0' -0"3RD FLOOR22' -7 7/8"4TH FLOOR32' -9 3/4"5TH FLOOR42' -11 5/8"2ND FLOOR12' -6"6TH FLOOR53' -1 1/2"T.O. PARAPET57' -9 1/2"4' - 8"10' - 1 7/8"10' - 1 7/8"10' - 1 7/8"10' - 1 7/8"12' - 6"DOWNSPOUT & COLLECTOR BOXW1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1W1S7S6S8DOWNSPOUT FROM COLLECTOR BOX ABOVE. COORDINATE LOCATION WITH MEP DRAWINGS ON OFFSET REQUIRED.S-29W1W1W1W1W1W1W1W19BUILDING FACENORTH ELEVATIONEAST ELEVATIONSOUTH ELEVATIONWEST ELEVATION1ST FLOOR - OPENING PERCENTAGESOLID MASS SQ.FT.839320757640OPENING SQ.FT.500795521461OPENING PERCENTAGE37.3%71.3%40.8%41.9%*EAST ELEVATION EXEMPT --705.8.1 -EXCEPTION 1.1BUILDING FACENORTH ELEVATIONEAST ELEVATIONSOUTH ELEVATIONWEST ELEVATIONTOWER FLOORS - OPENING PERCENTAGESOLID MASS SQ.FT.1023191514562052OPENING SQ.FT.120384204425OPENING PERCENTAGE10.5%16.7%12.3%17.2%S-1FINISH COAT TO MATCH "CYBERSPACE" -SW 7076 -SMOOTH STUCCO FINISHEXTERIOR FINISH LEGENDS-2"SUPER WHITE" -#101 -DRYVIT -SMOOTH STUCCO FINISHP-1"ONLINE" -SW 7072 -FIBER CEMENT PANEL SYSTEMP-2"WEB GRAY" -SW 7075 -FIBER CEMENT PANEL SYSTEMP-3"CYBERSPACE" -SW 7076 -FIBER CEMENT PANEL SYSTEMP-4"POINSETTIA" -SW 6594 -FIBER CEMENT PANEL SYSTEMB-1DARK GRAY -INTEGRAL COLORED CMU BLOCKM-1WOVEN OR WELDED GALVANIZED WIRE MESHThe Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:SITE / CIVIL ENGINEERFAGAN ENGINEERS & LAND SURVEYORS, P.C.113 EAST CHEMUNG PLACEELMIRA, NEW YORK 14904CONTACT: 607.734.2165DATE:DOS ID#5001632STRUCTURAL ENGINEERTAITEM ENGINEERING, P.C.110 SOUTH ALBANY STREETITHACA, NEW YORK 14850CONTACT: 607.277.1118MEP ENGINEERTAITEM ENGINEERING, P.C.110 SOUTH ALBANY STREETITHACA, NEW YORK 14850CONTACT: 607.277.1118LANDSCAPE ARCHITECTWHITHAM PLANNING &DESIGN, LLC142 EAST STATE STREET, SUITE BITHACA, NEW YORK 14850CONTACT: 607.272.1290GENERAL CONTRACTORVECINO CONSTRUCTION305 WEST COMMERCIAL STREETSPRINGFIELD, MISSOURI 65803CONTACT: 417.720.1577Bruce Kayvon Adib-YazdiLicense No. 0386286/30/2020 12:05:22 PMBIM 360://18260 - Ithaca Arthaus NY/200619 - Ithaca - Arthaus_R19.rvtBUILDINGELEVATIONSA20518260AuthorIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK3/12/20201/8" = 1'-0"3OPENING 1 - SOUTH FACING ELEVATION1/8" = 1'-0"2OPENING 1 - EAST FACING ELEVATION1/8" = 1'-0"1OPENING 1 - NORTH FACING ELEVATION1/8" = 1'-0"6OPENING 2 - SOUTH FACING ELEVATION1/8" = 1'-0"5OPENING 2 - EAST FACING ELEVATION1/8" = 1'-0"4OPENING 2 - NORTH FACING ELEVATIONPAINT TO MATCH ADJACENT STUCCO FINISHPAINT TO MATCH ADJACENT STUCCO FINISHPAINT TO MATCH ADJACENT STUCCO FINISHPAINT TO MATCH ADJACENT STUCCO FINISHREV. DESCRIPTION DATE1 ADDENDUM 1 7/3/20199 SUPPLEMENTALINSTRUCTIONS 47/3/20209CONTROL JOINTShaft SMU Elevation ClarificationRFI 86RFI 73 - Stair Tower Windows:Windows will be removed from allstair towers in SI #5RFI 73Masonry ControlJointsRFI 54RFI 54RFI 54 1ST FLOOR0' -0"3RD FLOOR22' -7 7/8"4TH FLOOR32' -9 3/4"5TH FLOOR42' -11 5/8"2ND FLOOR12' -6"6TH FLOOR53' -1 1/2"S4S1S5S6S7S8S3S2T.O. PARAPET57' -9 1/2"S9161517181920212212345687T.O. PARAPET 263' -7 1/2"2' - 0"23' - 8 3/4"1' - 5"6' - 6 1/2"17' - 6 1/2"9' - 9 1/4"15' - 8 3/4"4' - 9 3/4"20' - 8 1/4"6' - 5 1/2"6' - 6 1/2"12' - 6"14' - 7 3/4"10' - 10 1/4"25' - 6"178' - 8 3/4"5' - 10"4' - 8"10' - 1 7/8"10' - 1 7/8"10' - 1 7/8"10' - 1 7/8"12' - 6"63' - 7 1/2"2A3011A5054A5053A504F4F4F4F2R122' - 8 3/4"24' - 5 1/2"35' - 7 1/2"21' - 5 1/2"33' - 3 3/4"10' - 9"14' - 0 1/4"2' - 0"F11PR1491ST FLOOR0' -0"3RD FLOOR22' -7 7/8"4TH FLOOR32' -9 3/4"5TH FLOOR42' -11 5/8"2ND FLOOR12' -6"6TH FLOOR53' -1 1/2"SASBSCSFT.O. PARAPET57' -9 1/2"1A301SDSKSLBAAMNPQ16' - 11 1/2"16' - 11 1/2"16' - 11 1/2"6' - 5 1/2"25' - 2"82' - 6"7' - 10 1/2"9' - 1 1/2"10' - 0"7' - 0"17' - 0"18' - 7 1/2"69' - 7 1/2"12' - 6"10' - 1 7/8"10' - 1 7/8"10' - 1 7/8"10' - 1 7/8"4' - 8"57' - 9 1/2"R1F2F4F4F491ST FLOOR0' -0"3RD FLOOR22' -7 7/8"4TH FLOOR32' -9 3/4"5TH FLOOR42' -11 5/8"2ND FLOOR12' -6"6TH FLOOR53' -1 1/2"T.O. PARAPET57' -9 1/2"R1F3F3F3F3F2F4F4F4F3F3F3F312' - 6"10' - 1 7/8"10' - 1 7/8"10' - 1 7/8"10' - 1 7/8"4' - 8"57' - 9 1/2"9The Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:SITE / CIVIL ENGINEERFAGAN ENGINEERS & LAND SURVEYORS, P.C.113 EAST CHEMUNG PLACEELMIRA, NEW YORK 14904CONTACT: 607.734.2165DATE:DOS ID#5001632STRUCTURAL ENGINEERTAITEM ENGINEERING, P.C.110 SOUTH ALBANY STREETITHACA, NEW YORK 14850CONTACT: 607.277.1118MEP ENGINEERTAITEM ENGINEERING, P.C.110 SOUTH ALBANY STREETITHACA, NEW YORK 14850CONTACT: 607.277.1118LANDSCAPE ARCHITECTWHITHAM PLANNING &DESIGN, LLC142 EAST STATE STREET, SUITE BITHACA, NEW YORK 14850CONTACT: 607.272.1290GENERAL CONTRACTORVECINO CONSTRUCTION305 WEST COMMERCIAL STREETSPRINGFIELD, MISSOURI 65803CONTACT: 417.720.1577Bruce Kayvon Adib-YazdiLicense No. 0386286/30/2020 12:05:39 PMBIM 360://18260 - Ithaca Arthaus NY/200619 - Ithaca - Arthaus_R19.rvtBUILDING SECTIONSA30118260LAHIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK3/12/20201/8" = 1'-0"1OVERALL BUILDING SECTION 11/8" = 1'-0"2OVERALL BUILDING SECTION 21/8" = 1'-0"3OVERALL BUILDING SECTION 3REV. DESCRIPTION DATE6 SUPPLEMENTALINSTRUCTIONS 12/4/20209 SUPPLEMENTALINSTRUCTIONS 47/3/2020 UPDNS12S13SW4A302W9bW9bW10aW9aST1BST1AST1A4' - 0"4' - 0"8' - 4" CLEARW9aP1P4W10aW10aW9bW10aW10aW9bP2P1P12A303Sim8' - 6"6' - 11"1' - 8 3/8"7' - 7 1/4"9' - 11 1/4"0' - 5 3/8"0' - 5"3' - 4 3/8"3' - 6"17' - 4 5/8"0' - 9 5/8"P1W9b2"1' - 11"9CCDD134A302W9bW9bW10aW9b0' - 9 5/8"ST1B8' - 4" CLEAR4' - 0"4' - 0"P5P5P5W7W70' - 1 1/4"0' - 1 1/4"0' - 9 7/8"17' - 4 5/8"1ST FLOOR0' -0"3RD FLOOR22' -7 7/8"4TH FLOOR32' -9 3/4"5TH FLOOR42' -11 5/8"2ND FLOOR12' -6"6TH FLOOR53' -1 1/2"T.O. PARAPET57' -9 1/2"T.O. PARAPET 263' -7 1/2"W10aST1BST1BST1BST1BA3037A3038A3039R1F4F4F4F1ST1BST1A9 EQ RISERS = 5' - 1"8 EQ RISERS = 5' - 1 1/4"8 EQ RISERS = 5' - 0 5/8"8 EQ RISERS = 5' - 1 1/4"8 EQ RISERS = 5' - 0 5/8"8 EQ RISERS = 5' - 1 1/4"8 EQ RISERS = 5' - 0 5/8"8 EQ RISERS = 5' - 1"8 EQ RISERS = 4' - 0"9 EQ RISERS = 4' - 6"8 EQ RISERS = 4' - 0"F2(7) TREADS AT 11" = 6' - 5"4' - 2"(8) TREADS AT 11" = 7' - 4"5' - 2"(7) TREADS AT 11" = 6' - 5"4' - 4"(8) TREADS AT 11" = 7' - 4"4' - 11"(8) TREADS AT 11" = 7' - 4"4' - 11"4' - 4"(8) TREADS AT 11" = 7' - 4"4' - 4"(8) TREADS AT 11" = 7' - 4"4' - 11"(8) TREADS AT 11" = 7' - 4"4' - 11"4' - 4"(8) TREADS AT 11" = 7' - 4"4' - 11"(8) TREADS AT 11" = 7' - 4"(8) TREADS AT 11" = 7' - 4"R2P5P5P5P5CCDD134A302W10aW10aW10aW10a4' - 0"4' - 0"8' - 4" CLEAR1' - 0 3/4"ST1C0' - 9 7/8"17' - 4 5/8"0' - 1 1/4"0' - 1 1/4"1ST FLOOR0' -0"3RD FLOOR22' -7 7/8"4TH FLOOR32' -9 3/4"5TH FLOOR42' -11 5/8"2ND FLOOR12' -6"6TH FLOOR53' -1 1/2"T.O. PARAPET57' -9 1/2"9 EQ RISERS = 5' - 1 3/4"9 EQ RISERS = 5' - 0 1/4"9 EQ RISERS = 5' - 1 3/4"9 EQ RISERS = 5' - 0 1/4"9 EQ RISERS = 5' - 1 3/4"9 EQ RISERS = 5' - 0 1/4"9 EQ RISERS = 4' - 6 3/4"9 EQ RISERS = 4' - 6"F4F4F4R1ST2BST2BST2BST2BW10aST2A7 EQ RISERS = 3' - 6"F2(8) TREADS AT 11" = 7' - 4"4' - 6 1/2"(8) TREADS AT 11" = 7' - 4"(8) TREADS AT 11" = 7' - 4"4' - 6 1/2"6' - 3 1/8"(8) TREADS AT 11" = 7' - 4"4' - 6 1/2"(8) TREADS AT 11" = 7' - 4"6' - 3 1/8"(8) TREADS AT 11" = 7' - 4"6' - 3 1/8"(8) TREADS AT 11" = 7' - 4"4' - 6 1/2"(8) TREADS AT 11" = 7' - 4"5' - 6"4' - 6 1/2"P5P5P5P5S7SJ3A3024' - 0"4' - 0"8' - 4"W10aW10aW10aW10aST2AST2A0' - 11"19' - 5 3/8"A3028A30299G673A30210' - 1 1/2"8' - 4"W9bW9bW9bA702ST2BW10a134' - 0"4' - 0"P8P5P5P5P5P8P50' - 7 1/8"1' - 2 3/8"16' - 10 3/8"18' - 5 7/8"A50669G673A30210' - 1 1/2"W9bW9bW9bST2BW10a4' - 0"4' - 0"8' - 4"P5P5P50' - 7 1/8"1' - 2 3/8"18' - 5 7/8"S6SJW9AW9ABACKER ROD AND CAULKREFER TO STRUCTURAL DRAWING FOR REQUIREMENTS FOR PILASTER, GROUT, AND REBAR.REFER TO STRUCTURAL DRAWING FOR CONTROL JOINT, GROUT, AND REBAR.BACKER ROD AND CAULKBACKER ROD AND CAULKSPLIT FACE CMUSPLIT FACE CMUS8SJW9AREFER TO STRUCTURAL DRAWING FOR REQUIREMENTS FOR PILASTER, GROUT, AND REBAR.REFER TO STRUCTURAL DRAWING FOR CONTROL JOINT, GROUT, AND REBAR.SPLIT FACE CMUBACKER ROD AND CAULKBACKER ROD AND CAULKSJW10AW9AW10AEIFS SYSTEMAIR / MOISTURE BARRIERSMOOTH FACE CMUBACKER ROD AND CAULKBACKER ROD AND CAULKSPLIT FACE CMUBACKER ROD AND CAULKSMOOTH FACE CMUAIR / MOISTURE BARRIEREIFS SYSTEMSJW10AW9AW10ASPLIT FACE CMUBACKER ROD AND CAULKEIFS SYSTEMAIR / MOISTURE BARRIERSMOOTH FACE CMUBACKER ROD AND CAULKSMOOTH FACE CMUAIR / MOISTURE BARRIEREIFS SYSTEMThe Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:SITE / CIVIL ENGINEERFAGAN ENGINEERS & LAND SURVEYORS, P.C.113 EAST CHEMUNG PLACEELMIRA, NEW YORK 14904CONTACT: 607.734.2165DATE:DOS ID#5001632STRUCTURAL ENGINEERTAITEM ENGINEERING, P.C.110 SOUTH ALBANY STREETITHACA, NEW YORK 14850CONTACT: 607.277.1118MEP ENGINEERTAITEM ENGINEERING, P.C.110 SOUTH ALBANY STREETITHACA, NEW YORK 14850CONTACT: 607.277.1118LANDSCAPE ARCHITECTWHITHAM PLANNING &DESIGN, LLC142 EAST STATE STREET, SUITE BITHACA, NEW YORK 14850CONTACT: 607.272.1290GENERAL CONTRACTORVECINO CONSTRUCTION305 WEST COMMERCIAL STREETSPRINGFIELD, MISSOURI 65803CONTACT: 417.720.1577Bruce Kayvon Adib-YazdiLicense No. 0386286/30/2020 12:05:49 PMBIM 360://18260 - Ithaca Arthaus NY/200619 - Ithaca - Arthaus_R19.rvtSTAIR PLANS ANDSECTIONSA30218260AuthorIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK3/12/20201/4" = 1'-0"1ENLARGED STAIR 1 - 1ST FLOOR1/4" = 1'-0"2ENLARGED STAIR 1 - 2ND - 5TH FLOOR1/4" = 1'-0"4STAIR 1 - SECTION LOOKING WEST1/4" = 1'-0"6ENLARGED STAIR 1 - ROOF1/4" = 1'-0"3STAIR 2 - SECTION LOOKING NORTH1/4" = 1'-0"5ENLARGED STAIR 2 - 1ST FLOOR1/4" = 1'-0"11ENLARGED STAIR 2 - 2ND-4TH FLOOR1/4" = 1'-0"12ENLARGED STAIR 2 - 5TH FLOORREV. DESCRIPTION DATE3 ADDENDUM 3 8/2/20194 ADDENDUM 4 10/16/20196 SUPPLEMENTALINSTRUCTIONS 12/4/20207 SUPPLEMENTALINSTRUCTIONS 23/20/20209 SUPPLEMENTALINSTRUCTIONS 47/3/20201" = 1'-0"10ENLARGED COLUMN - SJ-S61" = 1'-0"7ENLARGED COLUMN - SJ-S81" = 1'-0"9ENLARGED ST2 WALL - NW CORNER1" = 1'-0"8ENLARGED ST2 WALL - SW CORNERRFI 117Stair Roof Clarification (R1 versus R2)RFI 87Shaft CMU Elevation Clarification - Stair 2RFI 86Stair Door Location DimensionsRFI 60Stair Door Location DimensionsRFI 60Stair Door Location DimensionsRFI 60Stair Door Location DimensionsRFI 60Stair Door Location DimensionsRFI 60 DNS1S2BC2A303W10aW9bW9b3' - 8"0' - 8 7/8"8' - 10 3/4"6' - 11"P1P1W9bP1W1bW1bTWO WAY COMMUNICATION PANELP11ST FLOOR0' -0"3RD FLOOR22' -7 7/8"4TH FLOOR32' -9 3/4"5TH FLOOR42' -11 5/8"2ND FLOOR12' -6"6TH FLOOR53' -1 1/2"T.O. PARAPET57' -9 1/2"T.O. PARAPET 263' -7 1/2"12' - 6"10' - 2 5/8"10' - 1 7/8"10' - 1 7/8"10' - 1 1/8"4' - 8"5' - 10"W9b5' - 0"R2W10aW9bW9bW9bW9bF2F4F4F4BELOW GRADE WATERPROOFING MEMBRANESLOPE FLOOR TO SUMP PITP5P5P5P59957' - 2 1/2"59' - 4"91ST FLOOR0' -0"3RD FLOOR22' -7 7/8"4TH FLOOR32' -9 3/4"5TH FLOOR42' -11 5/8"2ND FLOOR12' -6"6TH FLOOR53' -1 1/2"T.O. PARAPET57' -9 1/2"9 EQ RISERS = 5' - 1 3/4"9 EQ RISERS = 5' - 0 1/4"9 EQ RISERS = 5' - 1 3/4"9 EQ RISERS = 5' - 0 1/4"9 EQ RISERS = 5' - 1 3/4"9 EQ RISERS = 4' - 0"9 EQ RISERS = 4' - 6"9 EQ RISERS = 4' - 0"F4F4F4F1R1(8) TREADS AT 11" = 7' - 4"4' - 11"(8) TREADS AT 11" = 7' - 4"(8) TREADS AT 11" = 7' - 4"4' - 11"(8) TREADS AT 11" = 7' - 4"4' - 11"(8) TREADS AT 11" = 7' - 4"4' - 0"(8) TREADS AT 11" = 7' - 4"4' - 9"(8) TREADS AT 11" = 6' - 6 1/4"4' - 11 3/4"(8) TREADS AT 11" = 7' - 4"6' - 5"4' - 2"W5P5P5P5P59 EQ RISERS = 5' - 1"S53A303ST3AW10aW9bW9b4' - 0"4' - 0"8' - 4"P1P1W9bP40' - 4 5/8"16' - 3"9L43A303W9bW9b0' - 8 3/8"8' - 4"ST3BW10aW9b8' - 4"4' - 0"4' - 0"P8P5P5P50' - 11 1/8"16' - 3"L43A303W9bW9bST3BW9bP9P94' - 0"4' - 0"8' - 4"P5P8P5P517' - 3 5/8"0' - 8 3/8"CAULKEIFS SYSTEMW10aCONCRETE BEAM PER STRUCTURALEXPOSED CMU METAL STAIR PER SPECIFICAITONSF2METAL STAIR PER SPECIFICATIONSEXPOSED CMUCONCRETE PLANK PER STRUCTURALCONCRETE TOPPING PER STRUCTURALR1W9bST1C0' - 6"7" RISER / 11" TREAD. STAIR AS REQUIRED TO ACCESS RAISED DOOR SILL HEIGHT6" MIN. RISE OVER ADJACENT T.O. INSULATIONEXPOSED CMU15BC10' - 8 3/8"8' - 6"0' - 4 3/8"6' - 11"2' - 0 1/8"TWO WAY COMMUNICATION PANELThe Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:SITE / CIVIL ENGINEERFAGAN ENGINEERS & LAND SURVEYORS, P.C.113 EAST CHEMUNG PLACEELMIRA, NEW YORK 14904CONTACT: 607.734.2165DATE:DOS ID#5001632STRUCTURAL ENGINEERTAITEM ENGINEERING, P.C.110 SOUTH ALBANY STREETITHACA, NEW YORK 14850CONTACT: 607.277.1118MEP ENGINEERTAITEM ENGINEERING, P.C.110 SOUTH ALBANY STREETITHACA, NEW YORK 14850CONTACT: 607.277.1118LANDSCAPE ARCHITECTWHITHAM PLANNING &DESIGN, LLC142 EAST STATE STREET, SUITE BITHACA, NEW YORK 14850CONTACT: 607.272.1290GENERAL CONTRACTORVECINO CONSTRUCTION305 WEST COMMERCIAL STREETSPRINGFIELD, MISSOURI 65803CONTACT: 417.720.1577Bruce Kayvon Adib-YazdiLicense No. 0386286/30/2020 12:05:57 PMBIM 360://18260 - Ithaca Arthaus NY/200619 - Ithaca - Arthaus_R19.rvtSTAIR/ELEVATORSECTIONS/PLANSA30318260AuthorIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK3/12/20201/4" = 1'-0"1ENLARGED ELEVATOR PLAN1/4" = 1'-0"2ELEVATOR 1 SECTION1/4" = 1'-0"3STAIR 3 - SECTION LOOKING WEST1/4" = 1'-0"4ENLARGED STAIR 3 - 1ST FLOOR1/4" = 1'-0"5ENLARGED STAIR 3 - 2ND-4TH FLOOR1/4" = 1'-0"6ENLARGED STAIR 3 - 5TH FLOOR1" = 1'-0"7STAIR 1 - SECTION LOOKING WEST - Callout 11" = 1'-0"8STAIR 1 - SECTION LOOKING WEST - Callout 21" = 1'-0"9STAIR 1 - SECTION LOOKING WEST - Callout 3REV. DESCRIPTION DATE1 ADDENDUM 1 7/3/20193 ADDENDUM 3 8/2/20194 ADDENDUM 4 10/16/20195 ADDENDUM 5 11/11/20196 SUPPLEMENTALINSTRUCTIONS 12/4/20209 SUPPLEMENTALINSTRUCTIONS 47/3/20201/4" = 1'-0"10ENLARGED TOWER FLOOR ELEVATOR PLANStairwell Walls and CeilingsRFI 117CMU Towers at Roof -re: continuous insulation per NYSERDARFI 112Elevator Wall ClarificationRFI 102Stair Roof Clarification (R1 versus R2)RFI 87Shaft CMU Elevation Clarifications - ELEV 1RFI 86Shaft CMU Elevation Clarifications - Stair 3RFI 86Elevator SD vs CD Conflict - EL 1 ElevatorRFI 63Stair Door LocationRFI 60Stair Door LocationRFI 60Stair Door LocationRFI 60 S4S1S5S6S3S2SJSASBSCSESFSGSHSDRESTROOM108RESTROOM109STORAGE110ELECTRICAL111SUPPORTIVESERVICESOFFICE105GALLERY OFFICE116MECH106VESTIBULE100LOBBY101VESTIBULE107STAIR 3ST3W2P1P1P4W10aW10aW10aW2P2P3P2W10aW2W1aP2W11W11P1W9bP1W10aW11W9bW1bW278 3/4"204"32"172"204"204"223 1/2"156"14 7/8"128 3/4"96"48"96"49 5/8"0' - 10 7/8"8' - 9 5/8"8' - 0"6' - 3 1/4"4 5/8"214 1/4"38 1/4"52"19 3/8"P2P2P2P2P3bP2P2W2W2W1bW1b110 3/4"146"190"160 5/8"22 1/2"110 13/16"50 5/8"105 3/8"90"71"36"95 1/2"116"126 1/2"111 1/2"92 1/2"28"61"253 1/2"55 3/8"214 5/8"195 3/8"11 3/4"246"433 1/4"ST3A115 B116112B112A113112C114E100104105107B107A108109106110W3W3A7011102115 ABREAKROOM115STORAGE113CONFERENCE102PROPERTYMANAGEMENTOFFICE104GALLERY114114B114CS6106 1/8"81 1/2"121 1/4"95 1/2"55 3/4"64"50"84"55 1/2"132 5/8"12 1/2"10"136 1/4"15 7/8"58"84"36 1/2"119 1/4"A4022S1S2S3S3S5114AS429 3/8"P2P2P3P3P1P1P1W9b114DS9W11P2P2P2bP2bS7W2W2P2P3P2S8S8A2054111AA3034Sim7 3/4"A3031SimW3P2bW2P3P2P2RECESSED USPS MAILBOX. REFER TO SPECIFICATIONS.P1P1W9bP1S13P1P1W9bW9bW11101P1111MECHANICAL111A3' - 2"1' - 0"3' - 0"CLEAR3' - 10 1/2"S11S12S10P1W1aP1P1A6022A6023P11' - 4"8' - 4"8' - 3 3/4"3' - 4 1/8"10"1111111111111111111111111111111111111111111111S11SJSJS10S12S13SXSWSWCOMMUNITYROOM151STAIR 1ST1FITNESS155W9P1P1W9cP1W9P2W10aW10aW9aP1W9W9P1W9aW10a4' - 6 1/8"6' - 9 1/2"7' - 0 1/2"0' - 5"0 ' - 5 "1 0 ' - 6 1/4 " 4 ' - 4 "223 1/2"251 1/4"197 1/4"ST1BST1AST1A152STORAGE152RESTROOM154RESTROOM1532 5 ' - 4 "S109' - 10 5/8" +/-8' - 4"10' - 8"8' - 0"12' - 0"8' - 4"5' - 5 7/8"S10151BA4023A70110' - 5"A3021Sim0' - 4 5/8"115.00°P2155151AHALLWAY150151A155P21541501538' - 4 "16' - 7"8 ' - 6 "6' - 11"1' - 10"2' - 9 1/2"2' - 9 1/2"3 ' - 9"111111111111111. COMMUNITY ROOM AND ALL ACCESSIBLE DWELLING UNITS SHALL HAVE ACCESSIBLE (A.D.A. COMPLIANT) APPLIANCES. CONTRACTOR TO COORDINATE CASEWORK FABRICATION AND INSTALLATION WITH EACH APPLIANCE'S CLEAR OPENING REQUIREMENTS, TYPICAL.2. ACCESSIBLE REFRIGERATORS MUST HAVE 100% OF FRESH FOOD STORAGE SPACE AND 50% OF FREEZER STORAGE SPACE LESS THAN 54" ABOVE FLOOR SURFACE. CONTROLS AND OPERATING MECHANISMS MUST BE LESS THAN 54" ABOVE FLOOR SURFACE, BE OPERABLE WITH ONE HAND, NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST, AND REQUIRE FORCE LESS THAN 5 LBS. TO ACTIVATE.3. ACCESSIBLE DISHWASHERS MUST HAVE A 48" MAXIMUM HIGH FORWARD REACH AND A 15" MINIMUM LOW FORWARD REACH FOR CONTROLS AND OPERATING MECHANISMS. CONTROLS AND OPERATING MECHANISMS MUST BE OPERABLE WITH ONE HAND, NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST, AND REQUIRE FORCE LESS THAN 5 LBS. TO ACTIVATE. ALL RACK SPACE MUST BE ACCESSIBLE FROM THE FRONT OF THE DISHWASHER FOR LOADING AND UNLOADING DISHES. 4. ACCESSIBLE OVEN / RANGES MUST HAVE A 48" MAXIMUM HIGH FORWARD REACH AND A 15" MINIMUM LOW FORWARD REACH FOR CONTROLS AND OPERATING MECHANISMS. CONTROLS AND OPERATING MECHANISMS MUST BE OPERABLE WITH ONE HAND, NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST, AND REQUIRE FORCE LESS THAN 5 LBS. TO ACTIVATE. THE LOCATION FOR CONTROLS SHALL NOT REQUIRE REACHING ACROSS THE BURNERS TO OPERATE.5. ACCESSIBLE MICROWAVES MUST HAVE A 48" MAXIMUM HIGH FORWARD REACH AND A 15" MINIMUM LOW FORWARD REACH FOR CONTROLS AND OPERATING MECHANISMS. CONTROLS AND OPERATING MECHANISMS MUST BE OPERABLE WITH ONE HAND, NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST, AND REQUIRE FORCE LESS THAN 5 LBS. TO ACTIVATE.6. ACCESSIBLE WASHERS AND DRYERS MUST HAVE A 48" MAXIMUM HIGH FORWARD REACH AND A 15" MINIMUM LOW FORWARD REACH FOR CONTROLS, OPERATING MECHANISMS, AND BOTTOM OF DRUM. CONTROLS AND OPERATING MECHANISMS MUST BE OPERABLE WITH ONE HAND, NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST, AND REQUIRE FORCE LESS THAN 5 LBS. TO ACTIVATE. FOR COMPACT FRONT-LOAD WASHERS & DRYERS, CONTRACTOR TO CONSTRUCT FIXED WOOD PLATFORM TO RAISE APPLIANCES IN ACCESSIBLE UNITS AT LEAST 4". PLATFORM TO BE FULL WIDTH OF ROOM / CLOSET TO SUPPORT BOTH WASHER & DRYER.ACCESSIBLE APPLIANCE NOTESThe Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:SITE / CIVIL ENGINEERFAGAN ENGINEERS & LAND SURVEYORS, P.C.113 EAST CHEMUNG PLACEELMIRA, NEW YORK 14904CONTACT: 607.734.2165DATE:DOS ID#5001632STRUCTURAL ENGINEERTAITEM ENGINEERING, P.C.110 SOUTH ALBANY STREETITHACA, NEW YORK 14850CONTACT: 607.277.1118MEP ENGINEERTAITEM ENGINEERING, P.C.110 SOUTH ALBANY STREETITHACA, NEW YORK 14850CONTACT: 607.277.1118LANDSCAPE ARCHITECTWHITHAM PLANNING &DESIGN, LLC142 EAST STATE STREET, SUITE BITHACA, NEW YORK 14850CONTACT: 607.272.1290GENERAL CONTRACTORVECINO CONSTRUCTION305 WEST COMMERCIAL STREETSPRINGFIELD, MISSOURI 65803CONTACT: 417.720.1577Bruce Kayvon Adib-YazdiLicense No. 03862810/16/2020 4:01:37 PMBIM 360://18260 - Ithaca Arthaus NY/200619 - Ithaca - Arthaus_R19.rvtENLARGED PUBLICPLANSA40118260LAHIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK3/12/20201/4" = 1'-0"1ENLARGED PUBLIC LOBBY1/4" = 1'-0"2ENLARGED COMMUNITY ROOMREV. DESCRIPTION DATE1 ADDENDUM 1 7/3/20193 ADDENDUM 3 8/2/20194 ADDENDUM 4 10/16/20195 ADDENDUM 5 11/11/20196 SUPPLEMENTALINSTRUCTIONS 12/4/20207 SUPPLEMENTALINSTRUCTIONS 23/20/20209 SUPPLEMENTALINSTRUCTIONS 45/13/202011 SUPPLEMENTALINSTRUCTIONS 610/23/2020RFI 85 - Siding Wall Conflicts - RFI 85Door 150RFI 61RFI 69 - Missing CMU DimensionsRFI 69RFI 69 - MissingCMU DimensionsRFI 69 S11S10S9SOSPSQSKSLSMFULL HEIGHT METAL CHAIN LINK SECURITY FENCING. SECURELY FASTEN TO CONCRETE PLANK ABOVEAND EMBED FASTENERS IN ASPHALT PARKING SURFACE.3'-0" x 7'-0" SECURITY GATE KEYED WITH STORAGE LOCKSET WITH 12" SECURITY PLATE SURROUNDING LEVER.30' - 6 1/2"16' - 11"P2P3W10aP2A70145A7014Sim5SimW10aP2153154P3P3W10aP2P2P3P3109108A7014Sim5SimA7014Sim5SimP16H4P0P0P0P08' - 8 1/2"1' - 9"W5P10The Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:SITE / CIVIL ENGINEERFAGAN ENGINEERS & LAND SURVEYORS, P.C.113 EAST CHEMUNG PLACEELMIRA, NEW YORK 14904CONTACT: 607.734.2165DATE:DOS ID#5001632STRUCTURAL ENGINEERTAITEM ENGINEERING, P.C.110 SOUTH ALBANY STREETITHACA, NEW YORK 14850CONTACT: 607.277.1118MEP ENGINEERTAITEM ENGINEERING, P.C.110 SOUTH ALBANY STREETITHACA, NEW YORK 14850CONTACT: 607.277.1118LANDSCAPE ARCHITECTWHITHAM PLANNING &DESIGN, LLC142 EAST STATE STREET, SUITE BITHACA, NEW YORK 14850CONTACT: 607.272.1290GENERAL CONTRACTORVECINO CONSTRUCTION305 WEST COMMERCIAL STREETSPRINGFIELD, MISSOURI 65803CONTACT: 417.720.1577Bruce Kayvon Adib-YazdiLicense No. 0386282/4/2020 8:47:28 AMBIM 360://80.01.18260 - Ithaca Arthaus NY/191004 - Ithaca - Arthaus_R19.rvtENLARGED PUBLICPLANSA40218260AuthorIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK07/23/20191/4" = 1'-0"1ENLARGED BICYCLE PARKING CAGE1/2" = 1'-0"3ENLARGED COMMUNITY ROOM - BATHROOM1/2" = 1'-0"2ENLARGED PUBLIC LOBBY - BATHROOM1/2" = 1'-0"4UNIT 229 SHAFT - ENLARGED PLANREV. DESCRIPTION DATE4 ADDENDUM 4 10/16/20196 SUPPLEMENTALINSTRUCTIONS 12/4/20202/4/2020 DD56MN27' - 1 3/4"16' - 11 1/2"9' - 3 3/4" +/-17' - 10"4' - 5 1/2"7' - 0"5' - 6"CBP6P6P6W1W18' - 6 1/2"5' - 8 1/2"2' - 8 1/2"27' - 1 3/4"3' - 0"P6AA7012SimA4033A7013SimTYPE AUNITWINDOW PLACEMENT EXCEPT WHERE CHANGED ON ROOMS 230, 232, 330, 332, 430, 432, 530, AND 532. REFERENCE DIMENSION ON OVERALL FLOOR PLANSU8119M27' - 1 3/4"104.00°6 ' - 8 1 /2"W5P6P6P6BCW2STORAGE2098' - 6 1/2"8' - 2 1/4"4' - 0 1/8"22' - 4 3/4"4' - 5 3/4"9' - 2 1/2" +/-4' - 8"3' - 9 1/4"23' - 4 1/2"4' - 9 3/4"4' - 2 3/4"4' - 6"2' - 1 1/2"3' - 3"15' - 7 7/8"P9209AA4067SimA7012SimOPP.A7013SimTYPE A UNITP111. PROVIDE WALL BLOCKING / REINFORCING AT TOILETS AND SHOWERS IN ALLUNITS PER SHEETS G-002 AND G-003. GRAB BARS ARE TO BE INSTALLED IN TYPE A UNITS.2. PLUMBING FIXTURE CONTROLS AND BATHROOM ACCESSORIES SHALL HAVE A POLISHED / BRIGHT CHROME FINISH. GRAB BARS SHALL HAVE A SATIN CHROME / STAINLESS FINISH.3. REFER TO OVERALL PLANS FOR CORRIDOR, DEMISING WALL, AND EXTERIOR WALL TYPES/ASSEMBLY REQUIREMENTS.4. REFER TO OVERALL PLANS FOR TYPE -A UNIT LOCATIONS5. ALLOW INSPECTION OF WALL INSULATION, INCLUDING FRAMING, PRE‐DRYWALL INSTALLATION AND POST‐DRYWALL CONSTRUCTION. NOTIFY RESPONSIBLE PARTY PRIOR TO ENCLOSING WALL INSULATION IN AREAS DESIGNATED FOR INSPECTIONS.”6. THE DWELLING UNITS SHALL BE TESTED AND VERIFIED AS HAVING AN AIR LEAKAGE 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 REPRESENTATIVE 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.GENERAL NOTESS7R7MELEC217LAUNDRY21310' - 5 1/4"21721319' - 11 1/4"5' - 1"P8bP9P9P10P10991. COMMUNITY ROOM AND ALL ACCESSIBLE DWELLING UNITS SHALL HAVE ACCESSIBLE (A.D.A. COMPLIANT) APPLIANCES. CONTRACTOR TO COORDINATE CASEWORK FABRICATION AND INSTALLATION WITH EACH APPLIANCE'S CLEAR OPENING REQUIREMENTS, TYPICAL.2. ACCESSIBLE REFRIGERATORS MUST HAVE 100% OF FRESH FOOD STORAGE SPACE AND 50% OF FREEZER STORAGE SPACE LESS THAN 54" ABOVE FLOOR SURFACE. CONTROLS AND OPERATING MECHANISMS MUST BE LESS THAN 54" ABOVE FLOOR SURFACE, BE OPERABLE WITH ONE HAND, NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST, AND REQUIRE FORCE LESS THAN 5 LBS. TO ACTIVATE.3. ACCESSIBLE DISHWASHERS MUST HAVE A 48" MAXIMUM HIGH FORWARD REACH AND A 15" MINIMUM LOW FORWARD REACH FOR CONTROLS AND OPERATING MECHANISMS. CONTROLS AND OPERATING MECHANISMS MUST BE OPERABLE WITH ONE HAND, NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST, AND REQUIRE FORCE LESS THAN 5 LBS. TO ACTIVATE. ALL RACK SPACE MUST BE ACCESSIBLE FROM THE FRONT OF THE DISHWASHER FOR LOADING AND UNLOADING DISHES. 4. ACCESSIBLE OVEN / RANGES MUST HAVE A 48" MAXIMUM HIGH FORWARD REACH AND A 15" MINIMUM LOW FORWARD REACH FOR CONTROLS AND OPERATING MECHANISMS. CONTROLS AND OPERATING MECHANISMS MUST BE OPERABLE WITH ONE HAND, NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST, AND REQUIRE FORCE LESS THAN 5 LBS. TO ACTIVATE. THE LOCATION FOR CONTROLS SHALL NOT REQUIRE REACHING ACROSS THE BURNERS TO OPERATE.5. ACCESSIBLE MICROWAVES MUST HAVE A 48" MAXIMUM HIGH FORWARD REACH AND A 15" MINIMUM LOW FORWARD REACH FOR CONTROLS AND OPERATING MECHANISMS. CONTROLS AND OPERATING MECHANISMS MUST BE OPERABLE WITH ONE HAND, NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST, AND REQUIRE FORCE LESS THAN 5 LBS. TO ACTIVATE.6. ACCESSIBLE WASHERS AND DRYERS MUST HAVE A 48" MAXIMUM HIGH FORWARD REACH AND A 15" MINIMUM LOW FORWARD REACH FOR CONTROLS, OPERATING MECHANISMS, AND BOTTOM OF DRUM. CONTROLS AND OPERATING MECHANISMS MUST BE OPERABLE WITH ONE HAND, NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST, AND REQUIRE FORCE LESS THAN 5 LBS. TO ACTIVATE. FOR COMPACT FRONT-LOAD WASHERS & DRYERS, CONTRACTOR TO CONSTRUCT FIXED WOOD PLATFORM TO RAISE APPLIANCES IN ACCESSIBLE UNITS AT LEAST 4". PLATFORM TO BE FULL WIDTH OF ROOM / CLOSET TO SUPPORT BOTH WASHER & DRYER.ACCESSIBLE APPLIANCE NOTES5' - 0" CLEAR3' - 1" CLR2' - 11"0' - 7"P7P11P10P6P7A70214Sim16Sim15SimBA7017TYPE ATOWEL BARTOWEL RING9BBCC1312ACBA403625' - 1 3/4"25' - 6"11' - 3 1/2"7' - 8 5/8"6' - 1 5/8"3' - 9 1/2"8' - 0 1/2"4' - 1 5/8"9' - 6 3/8"20' - 3"4' - 10 3/4"17' - 8"7' - 10"A7016A7012SimA7013SimTYPE A UNITP9P5W7P6P6P6P6W9bP6P5W9b0' - 8 1/2"1' - 2 7/8"2' - 11 1/2"BA70165' - 0" CLEAR3' - 1" CLRTOWEL BAR9TOWEL RINGThe Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:SITE / CIVIL ENGINEERFAGAN ENGINEERS & LAND SURVEYORS, P.C.113 EAST CHEMUNG PLACEELMIRA, NEW YORK 14904CONTACT: 607.734.2165DATE:DOS ID#5001632STRUCTURAL ENGINEERTAITEM ENGINEERING, P.C.110 SOUTH ALBANY STREETITHACA, NEW YORK 14850CONTACT: 607.277.1118MEP ENGINEERTAITEM ENGINEERING, P.C.110 SOUTH ALBANY STREETITHACA, NEW YORK 14850CONTACT: 607.277.1118LANDSCAPE ARCHITECTWHITHAM PLANNING &DESIGN, LLC142 EAST STATE STREET, SUITE BITHACA, NEW YORK 14850CONTACT: 607.272.1290GENERAL CONTRACTORVECINO CONSTRUCTION305 WEST COMMERCIAL STREETSPRINGFIELD, MISSOURI 65803CONTACT: 417.720.1577Bruce Kayvon Adib-YazdiLicense No. 0386286/30/2020 12:06:10 PMBIM 360://18260 - Ithaca Arthaus NY/200619 - Ithaca - Arthaus_R19.rvtSTUDIO UNIT PLANSA40318260LAHIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK3/12/20201/4" = 1'-0"2STUDIO UNIT PLAN - TYPE 11/4" = 1'-0"4STUDIO UNIT PLAN - TYPE 21/4" = 1'-0"1LAUNDRY - ENLARGED PLAN1/2" = 1'-0"3STUDIO UNIT PLAN - TYPE 1 - ENLARGED PLAN1/4" = 1'-0"5STUDIO UNIT PLAN - TYPE 31/2" = 1'-0"6STUDIO UNIT PLAN - TYPE 3 - ENLARGED PLANREV. DESCRIPTION DATE1 ADDENDUM 1 7/3/20193 ADDENDUM 3 8/2/20195 ADDENDUM 5 11/11/20199 SUPPLEMENTALINSTRUCTIONS 47/3/2020Tub Rough OpeningsRFI 108RFI 96 - Ductless Split LocationRFI 96RFI 96 - Ductless Split LocationRFI 96Towel Bars - location (All Types)RFI 52 1617BA25' - 6"25' - 2"W36' - 0"12' - 6"7' - 0"W2W1A701225' - 2"2' - 3 3/4"4' - 6"2' - 6 1/8"3' - 9 3/4"12' - 4 3/8"25' - 6"A4046AA7013TYPE AUNIT1' - 8 3/4"5' - 0"1' - 5 3/8"4' - 8"12' - 3 7/8"13' - 1 5/8"12' - 4 3/8"BCDXYG111025' - 6"1 1 5 .0 0 °25' - 1 3/4"25' - 1 3/4"6' - 6 3/4"3' - 9"2' - 9"6' - 8 1/4"5' - 9"DBC2DP6P6P6W45' - 10"4' - 5 3/4"2' - 5 5/8"W1W1W1W213' - 7"P97' - 2 5/8"7' - 2 5/8"A4048A4' - 5 1/4"4' - 4"4' - 9 3/4"P6A7012SimA7013SimTYPE A UNIT22BAZ1312104.00°25' - 2"25' - 1 3/4"CBDP7W3W7P6P66' - 1 1/8"7' - 7 1/2"4' - 10 1/2"7' - 0"2' - 6 1/2"4' - 6"2' - 2 3/8"3' - 9 5/8"1 4' - 1 1 4 7 /256"25' - 7 1/8"2 4' - 3 1 /2 "13' - 0 1/2"W1W2W1P94' - 6 " 3 ' - 7 7 /8 " 7 ' - 5 1 /8 "9' - 1 7/8" +/-10' - 7 3/8"5' - 3 1/2"11' - 10 1/2"6 ' - 8 3/4 " 6 ' - 2 1 /4 " 1 ' - 1 1 5 /8" 2 ' - 8 " 3 ' - 7 3 /8 "A4046SimAA7012SimOPP.A7013SimTYPE A UNIT9FG2433' - 10 1/4"79.00°1' - 8 5/8"9' - 0"4' - 8 5/8"P6P6P6P6W5W5W4DCBW9b8' - 5 1/4"20' - 2 3/8"8' - 3 5/8"12' - 7 1/2"3' - 9"W1W1W1W2W15' - 2 3/4"3' - 8 1/4"4' - 11"P9A4' - 0 1/2"5' - 0"3' - 7"12' - 5"11' - 4 1/4"W4P5A4033SimA7012SimOPP.A7013SimTYPE A UNITP6P6b1615BA17' - 0"5' - 7 1/2"6' - 10 1/2"6' - 2 3/4"25' - 8 3/4"4' - 11"4' - 1 1/4"4' - 6"2' - 4 3/4"9' - 3"P6P6P6CDB3' - 9 3/4"1' - 8"5' - 0"2' - 7 1/2"W1W2W1W312' - 7 1/2"13' - 1 1/4"11' - 10 5/8"4' - 8"1' - 6"7' - 3 1/2"9' - 3 1/2" +/-P6AA4047P6A7012Sim25' - 2"A7013SimTYPE A UNIT91. PROVIDE WALL BLOCKING / REINFORCING AT TOILETS AND SHOWERS IN ALLUNITS PER SHEETS G-002 AND G-003. GRAB BARS ARE TO BE INSTALLED IN TYPE A UNITS.2. PLUMBING FIXTURE CONTROLS AND BATHROOM ACCESSORIES SHALL HAVE A POLISHED / BRIGHT CHROME FINISH. GRAB BARS SHALL HAVE A SATIN CHROME / STAINLESS FINISH.3. REFER TO OVERALL PLANS FOR CORRIDOR, DEMISING WALL, AND EXTERIOR WALL TYPES/ASSEMBLY REQUIREMENTS.4. REFER TO OVERALL PLANS FOR TYPE -A UNIT LOCATIONS5. ALLOW INSPECTION OF WALL INSULATION, INCLUDING FRAMING, PRE‐DRYWALL INSTALLATION AND POST‐DRYWALL CONSTRUCTION. NOTIFY RESPONSIBLE PARTY PRIOR TO ENCLOSING WALL INSULATION IN AREAS DESIGNATED FOR INSPECTIONS.”6. THE DWELLING UNITS SHALL BE TESTED AND VERIFIED AS HAVING AN AIR LEAKAGE 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 REPRESENTATIVE 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.GENERAL NOTES1. COMMUNITY ROOM AND ALL ACCESSIBLE DWELLING UNITS SHALL HAVE ACCESSIBLE (A.D.A. COMPLIANT) APPLIANCES. CONTRACTOR TO COORDINATE CASEWORK FABRICATION AND INSTALLATION WITH EACH APPLIANCE'S CLEAR OPENING REQUIREMENTS, TYPICAL.2. ACCESSIBLE REFRIGERATORS MUST HAVE 100% OF FRESH FOOD STORAGE SPACE AND 50% OF FREEZER STORAGE SPACE LESS THAN 54" ABOVE FLOOR SURFACE. CONTROLS AND OPERATING MECHANISMS MUST BE LESS THAN 54" ABOVE FLOOR SURFACE, BE OPERABLE WITH ONE HAND, NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST, AND REQUIRE FORCE LESS THAN 5 LBS. TO ACTIVATE.3. ACCESSIBLE DISHWASHERS MUST HAVE A 48" MAXIMUM HIGH FORWARD REACH AND A 15" MINIMUM LOW FORWARD REACH FOR CONTROLS AND OPERATING MECHANISMS. CONTROLS AND OPERATING MECHANISMS MUST BE OPERABLE WITH ONE HAND, NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST, AND REQUIRE FORCE LESS THAN 5 LBS. TO ACTIVATE. ALL RACK SPACE MUST BE ACCESSIBLE FROM THE FRONT OF THE DISHWASHER FOR LOADING AND UNLOADING DISHES. 4. ACCESSIBLE OVEN / RANGES MUST HAVE A 48" MAXIMUM HIGH FORWARD REACH AND A 15" MINIMUM LOW FORWARD REACH FOR CONTROLS AND OPERATING MECHANISMS. CONTROLS AND OPERATING MECHANISMS MUST BE OPERABLE WITH ONE HAND, NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST, AND REQUIRE FORCE LESS THAN 5 LBS. TO ACTIVATE. THE LOCATION FOR CONTROLS SHALL NOT REQUIRE REACHING ACROSS THE BURNERS TO OPERATE.5. ACCESSIBLE MICROWAVES MUST HAVE A 48" MAXIMUM HIGH FORWARD REACH AND A 15" MINIMUM LOW FORWARD REACH FOR CONTROLS AND OPERATING MECHANISMS. CONTROLS AND OPERATING MECHANISMS MUST BE OPERABLE WITH ONE HAND, NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST, AND REQUIRE FORCE LESS THAN 5 LBS. TO ACTIVATE.6. ACCESSIBLE WASHERS AND DRYERS MUST HAVE A 48" MAXIMUM HIGH FORWARD REACH AND A 15" MINIMUM LOW FORWARD REACH FOR CONTROLS, OPERATING MECHANISMS, AND BOTTOM OF DRUM. CONTROLS AND OPERATING MECHANISMS MUST BE OPERABLE WITH ONE HAND, NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST, AND REQUIRE FORCE LESS THAN 5 LBS. TO ACTIVATE. FOR COMPACT FRONT-LOAD WASHERS & DRYERS, CONTRACTOR TO CONSTRUCT FIXED WOOD PLATFORM TO RAISE APPLIANCES IN ACCESSIBLE UNITS AT LEAST 4". PLATFORM TO BE FULL WIDTH OF ROOM / CLOSET TO SUPPORT BOTH WASHER & DRYER.ACCESSIBLE APPLIANCE NOTESA702123P10P93' - 1" CLR5' - 0" CLEARP7P6P6P7TOWEL BARTOWEL RING9A70214165' - 0" CLEAR3' - 1" CLR2' - 10"15P7W7W9bP7P6P6W72' - 0"B0' - 8 1/2"W3P6TOWEL BARTOWEL RING9YA7025A702647P9P11P7P6P6P9P6DBC25' - 7"3' - 0"4' - 5"3' - 5"7' - 11"5' - 0" CLEAR7' - 10"3' - 6"2' - 8"P6P7TOWEL BARTOWEL RING99The Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:SITE / CIVIL ENGINEERFAGAN ENGINEERS & LAND SURVEYORS, P.C.113 EAST CHEMUNG PLACEELMIRA, NEW YORK 14904CONTACT: 607.734.2165DATE:DOS ID#5001632STRUCTURAL ENGINEERTAITEM ENGINEERING, P.C.110 SOUTH ALBANY STREETITHACA, NEW YORK 14850CONTACT: 607.277.1118MEP ENGINEERTAITEM ENGINEERING, P.C.110 SOUTH ALBANY STREETITHACA, NEW YORK 14850CONTACT: 607.277.1118LANDSCAPE ARCHITECTWHITHAM PLANNING &DESIGN, LLC142 EAST STATE STREET, SUITE BITHACA, NEW YORK 14850CONTACT: 607.272.1290GENERAL CONTRACTORVECINO CONSTRUCTION305 WEST COMMERCIAL STREETSPRINGFIELD, MISSOURI 65803CONTACT: 417.720.1577Bruce Kayvon Adib-YazdiLicense No. 0386286/30/2020 12:06:16 PMBIM 360://18260 - Ithaca Arthaus NY/200619 - Ithaca - Arthaus_R19.rvt1 BEDROOM UNITPLANSA40418260LAHIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK3/12/20201/4" = 1'-0"11 BEDROOM UNIT PLAN - TYPE 11/4" = 1'-0"21 BEDROOM UNIT PLAN - TYPE 21/4" = 1'-0"51 BEDROOM UNIT PLAN - TYPE 51/4" = 1'-0"41 BEDROOM UNIT PLAN - TYPE 41/4" = 1'-0"31 BEDROOM UNIT PLAN - TYPE 31/2" = 1'-0"61 BEDROOM UNIT PLAN - TYPE 1 - BATHROOM1/2" = 1'-0"71 BEDROOM UNIT PLAN - TYPE 2 - BATHROOM1/2" = 1'-0"81 BEDROOM UNIT PLAN - TYPE 3 - BATHROOMREV. DESCRIPTION DATE1 ADDENDUM 1 7/3/20193 ADDENDUM 3 8/2/20195 ADDENDUM 5 11/11/20199 SUPPLEMENTALINSTRUCTIONS 47/3/20209Tub Rough OpeningsRFI 108Towel Bar Location - All TypesRFI 52 UPDNDDDDYG13111425.00°6' - 2 1/4"5' - 0"10' - 1 1/2"4' - 10 1/2"12' - 10"5' - 8 3/4"6' - 0 1/4"11' - 11"11' - 0 1/4"6' - 11"2' - 10"BDBDCCW7W4P6P6P6P6P6P6P6P6P6W9b32' - 10"W1W1W1W12' - 2 1/4"21' - 1 1/8"3' - 4 1/4"6' - 4 3/8"5' - 3 3/8"8' - 11 5/8"13' - 5 1/4"8' - 5 1/4"3' - 4 1/4"5' - 11"3' - 0 1/2"6' - 3 1/8"9' - 2 3/4"AP947' - 3"10' - 10 1/2"9' - 2 3/4"A4051W7155.00°T.O. WALL 42" A.F.F.12' - 2 3/4"A7012SimA70217A7013SimTYPE A UNITS4' - 3 3/8"1' - 11 3/8"19' - 0 1/8"17' - 1"P6bP6bP6b9ZAA1312142' - 0"25' - 1 3/4"33' - 5 1/2"33' - 5 1/2"25' - 1 3/4"14' - 11 3/8"6' - 3 1/8"3' - 11 1/4"4' - 6"5' - 7"2' - 1 1/2"2' - 0"P6P6P6P6P6P6DBBDDC2W2W1W17' - 10 1/4"5' - 6 3/4"3' - 4 1/2"4' - 7"12' - 1"13' - 9 1/4"5' - 1"6' - 2 1/2"0' - 7"6' - 6 1/2"2' - 11 1/2"5' - 6 1/2"6' - 7"12' - 2"3' - 0"AA4048Sim4' - 4 1/2"11' - 3 1/2"A7012SimOPP.3' - 0"T.O. WALL 42" A.F.F.WINDOW PLACEMENT EXCEPT WHERE CHANGED ON ROOMS 218, 318, 418, 518. REFERENCE DIMENSION ON OVERALL FLOOR PLANSA70217SimA7013SimTYPE A UNITS9TG8727' - 1 3/4"5' - 5"2' - 0"2' - 0"10' - 1"2' - 0"DDBBC2BP6P6P6P6W4P6P634' - 8"W1W2W1W14' - 4 1/2"8' - 0 3/4"6' - 5 1/4"3' - 7 3/4"12' - 1 3/4"25' - 7 1/2"1' - 6 1/4"12' - 8 3/4"4' - 5"3' - 6 1/2"5' - 4 3/4"10' - 8 1/2"4' - 1"2' - 6 5/8"6' - 10 1/8"2' - 3 1/2"7' - 2 1/2"3' - 9 1/2"6' - 8 3/4"A26' - 10 1/2"A4048SimP10P8A7012Sim3' - 3 1/8"A70218A7013SimTYPE A UNITST.O. WALL 42" A.F.F.99G56Q27' - 1 3/4"27' - 1 3/4"7' - 0"5' - 7"2' - 11"8' - 3 3/4"2' - 8 1/4"6' - 11 7/8"6' - 4 1/2"8' - 6"10' - 3 5/8"2' - 0"5' - 8"5' - 6 3/4"4' - 9 3/4"2' - 2"15' - 6 1/8"12' - 7"P6P6P6P6P6W4P6DBBDBC2W2W1W1W2W112' - 7"4' - 6"2' - 10 7/8"12' - 6 1/2"5' - 3"P5A40524' - 4 1/2"11' - 2 1/4"A7012SimOPP.A70219A7013SimTYPE A UNITSP8T.O. WALL42" A.F.F.P6991. PROVIDE WALL BLOCKING / REINFORCING AT TOILETS AND SHOWERS IN ALLUNITS PER SHEETS G-002 AND G-003. GRAB BARS ARE TO BE INSTALLED IN TYPE A UNITS.2. PLUMBING FIXTURE CONTROLS AND BATHROOM ACCESSORIES SHALL HAVE A POLISHED / BRIGHT CHROME FINISH. GRAB BARS SHALL HAVE A SATIN CHROME / STAINLESS FINISH.3. REFER TO OVERALL PLANS FOR CORRIDOR, DEMISING WALL, AND EXTERIOR WALL TYPES/ASSEMBLY REQUIREMENTS.4. REFER TO OVERALL PLANS FOR TYPE -A UNIT LOCATIONS5. ALLOW INSPECTION OF WALL INSULATION, INCLUDING FRAMING, PRE‐DRYWALL INSTALLATION AND POST‐DRYWALL CONSTRUCTION. NOTIFY RESPONSIBLE PARTY PRIOR TO ENCLOSING WALL INSULATION IN AREAS DESIGNATED FOR INSPECTIONS.”6. THE DWELLING UNITS SHALL BE TESTED AND VERIFIED AS HAVING AN AIR LEAKAGE 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 REPRESENTATIVE 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.GENERAL NOTES1. COMMUNITY ROOM AND ALL ACCESSIBLE DWELLING UNITS SHALL HAVE ACCESSIBLE (A.D.A. COMPLIANT) APPLIANCES. CONTRACTOR TO COORDINATE CASEWORK FABRICATION AND INSTALLATION WITH EACH APPLIANCE'S CLEAR OPENING REQUIREMENTS, TYPICAL.2. ACCESSIBLE REFRIGERATORS MUST HAVE 100% OF FRESH FOOD STORAGE SPACE AND 50% OF FREEZER STORAGE SPACE LESS THAN 54" ABOVE FLOOR SURFACE. CONTROLS AND OPERATING MECHANISMS MUST BE LESS THAN 54" ABOVE FLOOR SURFACE, BE OPERABLE WITH ONE HAND, NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST, AND REQUIRE FORCE LESS THAN 5 LBS. TO ACTIVATE.3. ACCESSIBLE DISHWASHERS MUST HAVE A 48" MAXIMUM HIGH FORWARD REACH AND A 15" MINIMUM LOW FORWARD REACH FOR CONTROLS AND OPERATING MECHANISMS. CONTROLS AND OPERATING MECHANISMS MUST BE OPERABLE WITH ONE HAND, NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST, AND REQUIRE FORCE LESS THAN 5 LBS. TO ACTIVATE. ALL RACK SPACE MUST BE ACCESSIBLE FROM THE FRONT OF THE DISHWASHER FOR LOADING AND UNLOADING DISHES. 4. ACCESSIBLE OVEN / RANGES MUST HAVE A 48" MAXIMUM HIGH FORWARD REACH AND A 15" MINIMUM LOW FORWARD REACH FOR CONTROLS AND OPERATING MECHANISMS. CONTROLS AND OPERATING MECHANISMS MUST BE OPERABLE WITH ONE HAND, NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST, AND REQUIRE FORCE LESS THAN 5 LBS. TO ACTIVATE. THE LOCATION FOR CONTROLS SHALL NOT REQUIRE REACHING ACROSS THE BURNERS TO OPERATE.5. ACCESSIBLE MICROWAVES MUST HAVE A 48" MAXIMUM HIGH FORWARD REACH AND A 15" MINIMUM LOW FORWARD REACH FOR CONTROLS AND OPERATING MECHANISMS. CONTROLS AND OPERATING MECHANISMS MUST BE OPERABLE WITH ONE HAND, NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST, AND REQUIRE FORCE LESS THAN 5 LBS. TO ACTIVATE.6. ACCESSIBLE WASHERS AND DRYERS MUST HAVE A 48" MAXIMUM HIGH FORWARD REACH AND A 15" MINIMUM LOW FORWARD REACH FOR CONTROLS, OPERATING MECHANISMS, AND BOTTOM OF DRUM. CONTROLS AND OPERATING MECHANISMS MUST BE OPERABLE WITH ONE HAND, NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST, AND REQUIRE FORCE LESS THAN 5 LBS. TO ACTIVATE. FOR COMPACT FRONT-LOAD WASHERS & DRYERS, CONTRACTOR TO CONSTRUCT FIXED WOOD PLATFORM TO RAISE APPLIANCES IN ACCESSIBLE UNITS AT LEAST 4". PLATFORM TO BE FULL WIDTH OF ROOM / CLOSET TO SUPPORT BOTH WASHER & DRYER.ACCESSIBLE APPLIANCE NOTES5' - 0" CLEARP7P7P7P7P6P6BB11' - 11"A7022Sim1Sim3' - 8"10Sim2' - 6"2' - 10 3/4"6' - 0 1/2"A70217SimTOWEL BARTOWEL RING9A7029115' - 0" CLEARP7P6P6P8P6P6P6P11BC2BBA7028103' - 1"4' - 6"3' - 4"8' - 0"7' - 3"T.O. WALL 42" A.F.F.A7018TYPE ATOWEL BARTOWEL RING99The Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:SITE / CIVIL ENGINEERFAGAN ENGINEERS & LAND SURVEYORS, P.C.113 EAST CHEMUNG PLACEELMIRA, NEW YORK 14904CONTACT: 607.734.2165DATE:DOS ID#5001632STRUCTURAL ENGINEERTAITEM ENGINEERING, P.C.110 SOUTH ALBANY STREETITHACA, NEW YORK 14850CONTACT: 607.277.1118MEP ENGINEERTAITEM ENGINEERING, P.C.110 SOUTH ALBANY STREETITHACA, NEW YORK 14850CONTACT: 607.277.1118LANDSCAPE ARCHITECTWHITHAM PLANNING &DESIGN, LLC142 EAST STATE STREET, SUITE BITHACA, NEW YORK 14850CONTACT: 607.272.1290GENERAL CONTRACTORVECINO CONSTRUCTION305 WEST COMMERCIAL STREETSPRINGFIELD, MISSOURI 65803CONTACT: 417.720.1577Bruce Kayvon Adib-YazdiLicense No. 0386286/30/2020 12:06:21 PMBIM 360://18260 - Ithaca Arthaus NY/200619 - Ithaca - Arthaus_R19.rvt2 BEDROOM UNITPLANSA40518260LAHIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK3/12/20201/4" = 1'-0"32 BEDROOM UNIT PLAN - TYPE 11/4" = 1'-0"42 BEDROOM UNIT PLAN - TYPE 21/4" = 1'-0"52 BEDROOM UNIT PLAN - TYPE 31/4" = 1'-0"62 BEDROOM UNIT PLAN - TYPE 41/2" = 1'-0"12 BEDROOM UNIT PLAN - TYPE 1 - ENLARGED PLAN1/2" = 1'-0"22 BEDROOM UNIT PLAN - TYPE 2 - ENLARGED PLANREV. DESCRIPTION DATE1 ADDENDUM 1 7/3/20193 ADDENDUM 3 8/2/20195 ADDENDUM 5 11/11/20199 SUPPLEMENTALINSTRUCTIONS 47/3/2020Tub Rough OpeningsRFI 108Towel Bar Location - All TypesRFI 52 AABB1312A40656' - 0"12' - 6"7' - 0"25' - 1 3/4"25' - 6"12' - 8 7/8"12' - 9 1/8"AW1W212' - 3 5/8"4' - 8"1' - 5 3/8"5' - 0"1' - 8 3/4"2' - 3 3/4"4' - 6"2' - 6 1/8"3' - 9 3/4"12' - 4 3/8"DCBP6P6P6P69WINDOW PLACEMENT EXCEPT WHERE REPLACED WITH W1 ON ROOMS 225, 325, 425, 525. REFERENCE OVERALL FLOOR PLANS.WINDOW PLACEMENT EXCEPT WHERE CHANGED ON ROOMS 216, 316, 416, 516. REFERENCE DIMENSION ON OVERALL FLOOR PLANS9XW1110A40667' - 0"12' - 6"6' - 0"25' - 6"25' - 1 3/4"12' - 9 1/8"12' - 8 7/8"W2W1A12' - 4 3/8"3' - 9 3/4"2' - 6 1/8"4' - 6"2' - 3 3/4"1' - 8 3/4"5' - 0"1' - 10 1/8"4' - 8"11' - 10 7/8"DCBP6P6P6P69ST87A40685' - 6"7' - 0"4' - 5 1/2"16' - 11 1/2"27' - 1 3/4"P6P6P6A3' - 11 1/2"5' - 9 3/8"BCEF1225' - 1 3/4"6' - 0"12' - 6"7' - 0"25' - 6"AA40672' - 3 3/4"4' - 6"2' - 6 1/8"3' - 9 3/4"12' - 4 3/8"12' - 8 7/8"12' - 9 1/8"8' - 6 7/8"4' - 8"11' - 10 7/8"BCDP6P6P6P6W293' - 1" CLR5' - 0" CLEAR3' - 0 1/8"0' - 10 1/2"P7P6P11P7BP69' - 1 1/2"8' - 11 1/2"P10TOWEL BARTOWEL RING9BP11P7P6P93' - 1" CLR5' - 0" CLEAR0' - 7"P7P67' - 7 1/2"9' - 2 1/2"3' - 0 1/8"TOWEL BARTOWEL RING9P6P7P10P105' - 0" CLEAR3' - 1" CLRBP70' - 3 1/2"P62' - 11"8' - 3 3/4"9' - 0"TOWEL BARTOWEL RING93' - 1" CLR5' - 0" CLEARP10P7P11P7P60' - 7"BP63' - 0 1/8"8' - 5 1/2"9' - 2 1/2"2' - 6"TOWEL BARTOWEL RING9The Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:SITE / CIVIL ENGINEERFAGAN ENGINEERS & LAND SURVEYORS, P.C.113 EAST CHEMUNG PLACEELMIRA, NEW YORK 14904CONTACT: 607.734.2165DATE:DOS ID#5001632STRUCTURAL ENGINEERTAITEM ENGINEERING, P.C.110 SOUTH ALBANY STREETITHACA, NEW YORK 14850CONTACT: 607.277.1118MEP ENGINEERTAITEM ENGINEERING, P.C.110 SOUTH ALBANY STREETITHACA, NEW YORK 14850CONTACT: 607.277.1118LANDSCAPE ARCHITECTWHITHAM PLANNING &DESIGN, LLC142 EAST STATE STREET, SUITE BITHACA, NEW YORK 14850CONTACT: 607.272.1290GENERAL CONTRACTORVECINO CONSTRUCTION305 WEST COMMERCIAL STREETSPRINGFIELD, MISSOURI 65803CONTACT: 417.720.1577Bruce Kayvon Adib-YazdiLicense No. 0386286/30/2020 12:06:26 PMBIM 360://18260 - Ithaca Arthaus NY/200619 - Ithaca - Arthaus_R19.rvtUNIT PLANSA40618260AuthorIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK3/12/2020REV. DESCRIPTION DATE5 ADDENDUM 5 11/11/20197 SUPPLEMENTALINSTRUCTIONS 23/20/20209 SUPPLEMENTALINSTRUCTIONS 47/3/20201/4" = 1'-0"31 BEDROOM UNIT PLAN - TYPE 71/4" = 1'-0"21 BEDROOM UNIT PLAN - TYPE 61/4" = 1'-0"1STUDIO UNIT - TYPE 41/4" = 1'-0"41 BEDROOM UNIT PLAN - TYPE 81/2" = 1'-0"51 BEDROOM UNIT PLAN - TYPE 7 - ENLARGED PLAN1/2" = 1'-0"61 BEDROOM UNIT PLAN - TYPE 6 - ENLARGED PLAN1/2" = 1'-0"8STUDIO UNIT - TYPE 3 - ENLARGED PLAN1/2" = 1'-0"71 BEDROOM UNIT PLAN - TYPE 8 - ENLARGED PLANTub Rough OpeningsRFI 108Towel Bar Location - All TypesRFI 52 1ST FLOOR0' -0"3RD FLOOR22' -7 7/8"4TH FLOOR32' -9 3/4"5TH FLOOR42' -11 5/8"2ND FLOOR12' -6"6TH FLOOR53' -1 1/2"SAT.O. PARAPET57' -9 1/2"A4' - 8"10' - 1 7/8"10' - 1 7/8"10' - 1 7/8"10' - 1 7/8"12' - 6"57' - 9 1/2"A5013A5016A5019A50113A5015ALUMINUM CANOPY -MAPES LUMISHADEALUMINUM STOREFRONTVINYL SOFFIT AND TRIMA5016SimA5019SimA5015SimA5017A5017SimA50110A50110SimA5018A50111VERTICAL FIBER CEMENT SIDING1"MINIMUM R-38 AND AIR SEALED2 1/2" INSULATION, MIN. 2' BELOW GRADEVAPOR BARRIERR1F3F3F3F23' - 3"3' - 0"3' - 11"1' - 11"5' - 0"1' - 11"5' - 0"1' - 11"5' - 0"A5014Sim1ST FLOOR0' -0"2ND FLOOR12' -6"SAA12' - 6"A50110Sim3' - 0"A50111SimVERTICAL FIBER CEMENT SIDING1"ASPHALT PAVING -SEE CIVIL DWGSF2A50291ST FLOOR0' -0"3RD FLOOR22' -7 7/8"4TH FLOOR32' -9 3/4"5TH FLOOR42' -11 5/8"2ND FLOOR12' -6"6TH FLOOR53' -1 1/2"SAT.O. PARAPET57' -9 1/2"A12' - 6"10' - 1 7/8"10' - 1 7/8"10' - 1 7/8"10' - 1 7/8"4' - 8"57' - 9 1/2"A5013SimA5015SimA5015SimA5014SimA5018SimA50111SimSPLIT-FACE CMUASPHALT PAVING -SEE CIVIL DWGSVERTICAL FIBER CEMENT SIDING1"LINE OF GRADE -SEE CIVIL DWGSF3F3F3R1F2A50114A50285"8' - 8"9METAL CLEAT FASTENED TO BLOCKINGADHERED MEMBRANE FLASHINGLAPPING BOTH FACES DOWN MIN. 6". MEMBRANE SHALL NOT BE EXPOSED PAST METAL COPINGCAP.METAL COPING CAP FASTENEDOVER CLEAT ON EXTERIOR SIDE AND NAILED PER MANUFACTURER ON OTHER SIDEWOOD BLOCKINGCAULKFULLY ADHERED TPO MEMBRANEWRAPPED UP VERTICAL SURFACE AND LAPPED BY ADHERED MEMBRANE FLASHING5/16" FIBER CEMENT SIDING ON 1X4 VERTICAL P.T.FURRING3/4" AIR GAP2 1/2" ZIP SYSTEM R1/2" EXTERIOR SHEATHING2 1/2" ZIP SYSTEM R1/2" EXTERIOR SHEATHING5/16" SMOOTH FACE VERTICAL FIBER CEMENT SIDING ON 1X4 VERTICAL P.T. FURRINGDECORATIVE FIBER CEMENT BAND BOARDRIM JOIST, SEE STRUCTURAL DWGSBATT INSULATION3/4" PLYWOOD DECKING3/4" FLOOR TOPPING MIXTURE5/8" GYP. BOARD3/4" AIR GAPBATT INSULATION1/4" SOUND REDUCTION MATFLASHING3/8" MIN. GAP, DO NOT CAULKFLOOR LEVEL3' - 1"ALUMINUM CANOPY -MAPES LUMISHADEALUMINUM SCUPPERFLASHING2 1/2" ZIP SYSTEM R5/16" SMOOTH FACE VERTICAL FIBER CEMENT SIDING ON 1X4 VERTICAL P.T. FURRING3/4" AIR GAP3/8" MIN. GAP, DO NOT CAULKCONCRETE BEAM -SEE STRUCTURAL DWGSTHRU THREADED RODSBACKER ROD AND SEALANT1/2"ALUMINUM J CHANNEL0' - 8"CONTINUOUS BEAD OF SEALANTBATT INSULATION5/8" GYP BOARD1/2" EXTERIOR SHEATINGCAULKWINDOWRETURN GYPSUM BOARD TO WINDOW FRAME AT HEAD AND JAMBSGYP CORNER BEAD, TYP.WD SHIMDO NOT CAULK ABOVE FLASHING FOR PROPER DRAINAGEWINDOW FLASHING5/16" SMOOTH FACE VERTICAL FIBER CEMENT SIDING ON 1x4 VERTICAL P.T. FURRING2 1/2" ZIP SYSTEM R3/4" AIR GAP2x NAILER1/2" SHEATHINGCAULK PERIMETER OF FRAMESPRAY FOAM INSULATIONBATT INSULATION5/8" GYP BOARD1/2" EXTERIOR SHEATINGCAULKWINDOWRETURN GYPSUM BOARD TO WINDOW FRAME AT HEAD AND JAMBSGYP CORNER BEAD, TYP.WD SHIMDO NOT CAULK ABOVE FLASHING FOR PROPER DRAINAGEWINDOW FLASHING5/16" SMOOTH FACE VERTICAL FIBER CEMENT SIDING ON 1X4 VERTICAL P.T. FURRING2 1/2" ZIP SYSTEM R3/4" AIR GAP2x NAILERCAULK PERIMETER OF FRAMESPRAY FOAM INSULATION2x NAILERWINDOWCAULKGYP BOARDGYP CORNER BEAD, TYP.5/16" SMOOTH FACE VERTICAL FIBER CEMENT SIDING ON 1X4 VERTICAL P.T. FURRING2 1/2" ZIP SYSTEM R 1/2" EXTERIOR SHEATHINGRETURN GYPSUM BOARD TO WINDOW FRAME AT JAMBS5/8" GYP. BOARDBATT INSULATION3/4" AIR GAP1/2" SHEATHINGWINDOW FLASHINGSPRAY FOAM INSULATIONALUMINUM J CHANNELBACKER ROD AND SEALANT2x NAILERWINDOWCAULKGYP BOARDGYP CORNER BEAD, TYP.WINDOW FLASHING5/16" SMOOTH FACE VERTICAL FIBER CEMENT SIDING ON 1X4 VERTICAL P.T. FURRING2 1/2" ZIP SYSTEM R1/2" EXTERIOR SHEATHINGRETURN GYPSUM BOARD TO WINDOW FRAME AT JAMBS5/8" GYP. BOARDBATT INSULATION3/4" AIR GAPSPRAY FOAM INSULATIONALUMINUM J CHANNELBACKER ROD AND SEALANT2 1/2" ZIP SYSTEM R1/2" EXTERIOR SHEATHING5/16" SMOOTH FACE VERTICAL FIBER CEMENT SIDING ON 1X4 VERTICAL P.T. FURRINGDECORATIVE FIBER CEMENT BAND BOARDRIM JOIST, SEE STRUCTURAL DWGSBATT INSULATION3/4" AIR GAP3/8" MIN. GAP, DO NOT CAULKFLASHINGFLOOR LEVEL2 1/2" ZIP SYSTEM R1/2" EXTERIOR SHEATHING5/16" SMOOTH FACE VERTICAL FIBER CEMENT SIDING ON 1X4 VERTICAL P.T. FURRINGDECORATIVE FIBER CEMENT BAND BOARDRIM JOIST, SEE STRUCTURAL DWGSBATT INSULATION3/4" PLYWOOD DECKING3/4" FLOOR TOPPING MIXTURE5/8" GYP. BOARD3/4" AIR GAPBATT INSULATION1/4" SOUND REDUCTION MAT1/2" SHEATHINGFLASHING3/8" MIN. GAP, DO NOT CAULKFLOOR LEVEL2 1/2" ZIP SYSTEM R1/2" EXTERIOR SHEATHING5/16" SMOOTH FACE VERTICAL FIBER CEMENT SIDING ON 1X4 VERTICAL P.T. FURRINGDECORATIVE FIBER CEMENT BAND BOARD5/8" GYP. BOARD3/4" AIR GAPBATT INSULATION1/2" SHEATHINGFLASHING3/8" MIN. GAP, DO NOT CAULKFLOOR LEVELCONCRETE CAPSPLIT FACE CMUMETAL MESH BRACKET MOUNT MATCHING MESH MATERIALThe Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:SITE / CIVIL ENGINEERFAGAN ENGINEERS & LAND SURVEYORS, P.C.113 EAST CHEMUNG PLACEELMIRA, NEW YORK 14904CONTACT: 607.734.2165DATE:DOS ID#5001632STRUCTURAL ENGINEERTAITEM ENGINEERING, P.C.110 SOUTH ALBANY STREETITHACA, NEW YORK 14850CONTACT: 607.277.1118MEP ENGINEERTAITEM ENGINEERING, P.C.110 SOUTH ALBANY STREETITHACA, NEW YORK 14850CONTACT: 607.277.1118LANDSCAPE ARCHITECTWHITHAM PLANNING &DESIGN, LLC142 EAST STATE STREET, SUITE BITHACA, NEW YORK 14850CONTACT: 607.272.1290GENERAL CONTRACTORVECINO CONSTRUCTION305 WEST COMMERCIAL STREETSPRINGFIELD, MISSOURI 65803CONTACT: 417.720.1577Bruce Kayvon Adib-YazdiLicense No. 0386286/30/2020 12:06:33 PMBIM 360://18260 - Ithaca Arthaus NY/200619 - Ithaca - Arthaus_R19.rvtWALL SECTIONS ANDDETAILSA50118260LAHIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK3/12/20201/2" = 1'-0"1WALL SECTION1/2" = 1'-0"12WALL SECTION1/2" = 1'-0"2WALL SECTION3" = 1'-0"3PARAPET CAP DETAIL3" = 1'-0"5BAND BOARD DETAIL3" = 1'-0"13CANOPY DETAIL3" = 1'-0"7WINDOW HEAD DETAIL3" = 1'-0"6WINDOW HEAD DETAIL3" = 1'-0"10WINDOW SILL DETAIL3" = 1'-0"9WINDOW SILL DETAIL3" = 1'-0"4BAND BOARD DETAIL3" = 1'-0"8BAND BOARD DETAIL3" = 1'-0"11BAND BOARD DETAIL3" = 1'-0"14STONE SILL DETAILREV. DESCRIPTION DATE3 ADDENDUM 3 8/2/20195 ADDENDUM 5 11/11/20196 SUPPLEMENTALINSTRUCTIONS 12/4/20207 SUPPLEMENTALINSTRUCTIONS 23/20/20209 SUPPLEMENTALINSTRUCTIONS 47/3/2020RFI 90 - Fiber Cement Siding ClarificationFiber Cement band boards to be finish colorP-3RFI 90RFI 88 - Parking Garage Ceiling Bulkhead ClarificationRFI 88RFI 16RFI 17RFI 46Window OpeningsRFI 53Window OpeningsRFI 53Window OpeningRFI 53 1ST FLOOR0' -0"3RD FLOOR22' -7 7/8"4TH FLOOR32' -9 3/4"5TH FLOOR42' -11 5/8"2ND FLOOR12' -6"6TH FLOOR53' -1 1/2"T.O. PARAPET57' -9 1/2"S131314VERTICAL FIBER CEMENT SIDING 57' - 9 1/2"4' - 8"10' - 1 7/8"10' - 1 7/8"10' - 1 7/8"10' - 1 7/8"12' - 6"EIFS SYSTEMEIFS SOFFITSPLIT FACE CMUASPHALT PAVING -SEE CIVIL DWGS1' - 11"LINE OF GRADE -SEE CIVIL DWGSDRAINAGE GAPA5024F3F3F3F2R1SUSPENDED EXTERIOR EXPOSURE GYP. BOARD. REFER TO CEILING PLANSA502108' - 8".91ST FLOOR0' -0"3RD FLOOR22' -7 7/8"4TH FLOOR32' -9 3/4"5TH FLOOR42' -11 5/8"2ND FLOOR12' -6"6TH FLOOR53' -1 1/2"T.O. PARAPET57' -9 1/2"S1313VERTICAL FIBER CEMENT SIDINGEIFS SYSTEM W/ 4" CONTINUOUS INSULATION57' - 9 1/2"4' - 8"10' - 1 7/8"10' - 1 7/8"10' - 1 7/8"10' - 1 7/8"12' - 6"1"5 1/2"8"A5025R1F3F3F3F21ST FLOOR0' -0"3RD FLOOR22' -7 7/8"4TH FLOOR32' -9 3/4"5TH FLOOR42' -11 5/8"2ND FLOOR12' -6"6TH FLOOR53' -1 1/2"T.O. PARAPET57' -9 1/2"S1313144' - 8"10' - 1 7/8"10' - 1 7/8"10' - 1 7/8"10' - 1 7/8"12' - 6"57' - 9 1/2"VERTICAL FIBER CEMENT SIDING SPLIT FACE CMUASPHALT PAVING -SEE CIVIL DWGS1' - 11"LINE OF GRADE -SEE CIVIL DWGSEIFS SYSTEMEIFS SOFFITGALVANIZED WIRE MESHDRAINAGE GAP0' - 5 1/8"A5024Sim3' - 11"3' - 0"1' - 11"5' - 0"1' - 11"5' - 0"1' - 11"5' - 0"R1F3F3F3F2A5028Sim8' - 8"9S131' - 3"GROUT SOLID, SEALANT BOTH SIDESDOOR AS SCHEDULEDDOOR AS SCHEDULEDBACKER ROD AND SEALANTEIFS SYSTEMEIFS SYSTEMBACKER ROD AND SEALANTSMOOTH FACE CMUSPLIT FACE CMU0' - 5"CONTINUOUS SEALANT AT PERIMETERAIR/MOISTURE BARRIERAIR/MOISTURE BARRIERREFER TO STRUCTURAL DRAWING FOR CONTROL JOINT, GROUT, AND REBAR.S131' - 3"0' - 5"GROUT SOLID, SEALANT BOTH SIDESDOOR AS SCHEDULEDREFER TO STRUCTURAL DRAWING FOR CONTROL JOINT, GROUT, AND REBAR.EIFS SYSTEMSMOOTH FACE CMUGWB ON 6" METAL FRAMINGGWB ON 2 1/2" METAL FRAMINGSMOOTH FACE CMUCAULKMETAL CLEAT FASTENED TO BLOCKINGADHERED MEMBRANE FLASHINGLAPPING BOTH FACES DOWN MIN. 6". MEMBRANE SHALL NOT BE EXPOSED PAST METAL COPINGCAP.METAL COPING CAP FASTENEDOVER CLEAT ON EXTERIOR SIDE AND NAILED PER MANUFACTURER ON OTHER SIDEWOOD BLOCKINGCAULKFULLY ADHERED TPO MEMBRANEWRAPPED UP VERTICAL SURFACE AND LAPPED BY ADHERED MEMBRANE FLASHINGEIFS SYSTEM5/8" TYPE X GLASS-MAT EXTERIOR SHEATHINGMETAL CLEAT FASTENED TO BLOCKINGADHERED MEMBRANE FLASHINGLAPPING BOTH FACES DOWN MIN. 6". MEMBRANE SHALL NOT BE EXPOSED PAST METAL COPINGCAP.METAL COPING CAP FASTENEDOVER CLEAT ON EXTERIOR SIDE AND NAILED PER MANUFACTURER ON OTHER SIDEWOOD BLOCKINGCAULKFULLY ADHERED TPO MEMBRANEWRAPPED UP VERTICAL SURFACE AND LAPPED BY ADHERED MEMBRANE FLASHING5/16" FIBER CEMENT SIDING ON 1X4 VERTICAL P.T.FURRING3/4" AIR GAP2 1/2" ZIP SYSTEM R1/2" EXTERIOR SHEATHING5/8" TYPE X GLASS-MAT EXTERIOR SHEATHINGBRACKET MOUNT MATCHING MESH MATERIALMETAL MESH5/8" EXT. RATED, FIBERGLASS REINFORCED GYP BOARD5/16" SMOOTH FACE VERTICAL FIBER CEMENT SIDING ON VERTICAL P.T. FURRINGSHEATHINGWEATHERPROOF MEMBRANE2" RIGID INSUL.MASONRY BOND BEAM SEE STRUCTURALMETAL FLASHING3 5/8" MTL. STUDSUSPENDED 1 5/8" MTL. STUDCAULKR-38 BATT INSUL.5/16" SMOOTH FACE VERTICAL FIBER CEMENT SIDING ON 1X4 VERTICAL P.T. FURRINGWEATHERPROOF MEMBRANECAULK AND BACKER RODMETAL FLASHING99R-8 2" EPS FOAM BOARD5/16" SMOOTH FACE VERTICAL FIBER CEMENT SIDING ON 1X4 VERTICAL P.T. FURRINGSHEATHINGRIGID INSUL.METAL FLASHING3 5/8" MTL. STUDEXT. RATED, FIBERGLASS REINFORCED GYP. BOARDR-38 BATT INSULATIONCONCRETE BEAM PER STRUCTURAL DRAWINGS.SUSPENDED 1 5/8" MTL. STUDCAULK AND RACKER ROD.MEMBRANE5/16" SMOOTH FACE VERTICAL FIBER CEMENT SIDING ON 1X4 VERTICAL P.T. FURRINGSHEATHING2" RIGID INSUL.METAL FLASHINGCMU WALL3 5/8" MTL. STUD5/8" EXT. RATED, FIBERGLASS REINFORCED GYP BOARDSUSPENDED 1-5/8" MTL STUDR-38 BATT INSUL.CAULKWEATHERPROOF MEMBRANER-8 2" EPS FOAM BOARDThe Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:SITE / CIVIL ENGINEERFAGAN ENGINEERS & LAND SURVEYORS, P.C.113 EAST CHEMUNG PLACEELMIRA, NEW YORK 14904CONTACT: 607.734.2165DATE:DOS ID#5001632STRUCTURAL ENGINEERTAITEM ENGINEERING, P.C.110 SOUTH ALBANY STREETITHACA, NEW YORK 14850CONTACT: 607.277.1118MEP ENGINEERTAITEM ENGINEERING, P.C.110 SOUTH ALBANY STREETITHACA, NEW YORK 14850CONTACT: 607.277.1118LANDSCAPE ARCHITECTWHITHAM PLANNING &DESIGN, LLC142 EAST STATE STREET, SUITE BITHACA, NEW YORK 14850CONTACT: 607.272.1290GENERAL CONTRACTORVECINO CONSTRUCTION305 WEST COMMERCIAL STREETSPRINGFIELD, MISSOURI 65803CONTACT: 417.720.1577Bruce Kayvon Adib-YazdiLicense No. 0386286/30/2020 12:06:39 PMBIM 360://18260 - Ithaca Arthaus NY/200619 - Ithaca - Arthaus_R19.rvtWALL SECTIONS ANDDETAILSA50218260LAHIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK3/12/20201/2" = 1'-0"1WALL SECTION1/2" = 1'-0"3WALL SECTION1/2" = 1'-0"2WALL SECTION1 1/2" = 1'-0"6PLAN DETAIL1 1/2" = 1'-0"7PLAN DETAIL3" = 1'-0"4PARAPET CAP DETAIL3" = 1'-0"5PARAPET CAP DETAIL3" = 1'-0"8Section 2 East - Callout 13" = 1'-0"9Section 3 East - Callout 13" = 1'-0"10Section 4 South - Callout 1REV. DESCRIPTION DATE3 ADDENDUM 3 8/2/20195 ADDENDUM 5 11/11/20196 SUPPLEMENTALINSTRUCTIONS 12/4/20207 SUPPLEMENTALINSTRUCTIONS 23/20/20209 SUPPLEMENTALINSTRUCTIONS 47/3/2020Parking Garage Ceiling Bulkhead Clarification (See Detail)RFI 88Below Grade Insulation ClarificationRFI 84RFI 46RFI 46 1ST FLOOR0' -0"3RD FLOOR22' -7 7/8"4TH FLOOR32' -9 3/4"5TH FLOOR42' -11 5/8"2ND FLOOR12' -6"6TH FLOOR53' -1 1/2"SJT.O. PARAPET57' -9 1/2"G57' - 9 1/2"4' - 8"10' - 1 7/8"10' - 1 7/8"10' - 1 7/8"10' - 1 7/8"12' - 6"A5013SimA5014SimA5015SimA5015SimA5015SimVERTICAL FIBER CEMENT SIDING5 1/2"9' - 3"7' - 0"EIFS SYSTEM W/ 4" CONTINUOUS INSULATIONR1F3F3F3F271ST FLOOR0' -0"2ND FLOOR12' -6"SJG12' - 6"VERTICAL FIBER CEMENT SIDINGEIFS SYSTEM W/ 4" CONTINUOUS INSULATIONF2W4W9A50641ST FLOOR0' -0"3RD FLOOR22' -7 7/8"4TH FLOOR32' -9 3/4"5TH FLOOR42' -11 5/8"2ND FLOOR12' -6"6TH FLOOR53' -1 1/2"SJT.O. PARAPET57' -9 1/2"G57' - 9 1/2"4' - 8"10' - 1 7/8"10' - 1 7/8"10' - 1 7/8"10' - 1 7/8"12' - 6"VERTICAL FIBER CEMENT SIDINGA5013SimA5014SimA5016SimA5019SimA5015SimA5016SimA5019SimA5015SimA5016SimA5019SimA5015SimA5016SimA5019Sim1"A50343' - 11"3' - 0"1' - 11"5' - 0"1' - 11"5' - 0"1' - 11"5' - 0"R1F3F3F3F27METAL FLASHING2 1/2" ZIP SYSTEM R5/16" SMOOTH FACE VERTICAL FIBER CEMENT SIDING ON 1X4 VERTICAL P.T. FURRING3/4" AIR GAPCONCRETE BEAM -SEE STRUCTURAL DWGSALUMINUM BASE TRIMFCP-BASEALUMINUM STOREFRONTSELF-ADHERED WATERPROOF MEMBRANECONTINUOUS CAULKCONTINUOUS CAULK2-1/2" MTL FRAMINGGYPSUM BOARD7The Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:SITE / CIVIL ENGINEERFAGAN ENGINEERS & LAND SURVEYORS, P.C.113 EAST CHEMUNG PLACEELMIRA, NEW YORK 14904CONTACT: 607.734.2165DATE:DOS ID#5001632STRUCTURAL ENGINEERTAITEM ENGINEERING, P.C.110 SOUTH ALBANY STREETITHACA, NEW YORK 14850CONTACT: 607.277.1118MEP ENGINEERTAITEM ENGINEERING, P.C.110 SOUTH ALBANY STREETITHACA, NEW YORK 14850CONTACT: 607.277.1118LANDSCAPE ARCHITECTWHITHAM PLANNING &DESIGN, LLC142 EAST STATE STREET, SUITE BITHACA, NEW YORK 14850CONTACT: 607.272.1290GENERAL CONTRACTORVECINO CONSTRUCTION305 WEST COMMERCIAL STREETSPRINGFIELD, MISSOURI 65803CONTACT: 417.720.1577Bruce Kayvon Adib-YazdiLicense No. 0386283/19/2020 2:41:17 PMBIM 360://80.01.18260 - Ithaca Arthaus NY/191004 - Ithaca - Arthaus_R19.rvtWALL SECTIONS ANDDETAILSA50318260LAHIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK3/12/20201/2" = 1'-0"2WALL SECTION1/2" = 1'-0"3WALL SECTION1/2" = 1'-0"1WALL SECTION3" = 1'-0"4STOREFRONT HEAD DETAILREV. DESCRIPTION DATE3 ADDENDUM 3 8/2/20195 ADDENDUM 5 11/11/20196 SUPPLEMENTALINSTRUCTIONS 12/4/20207 SUPPLEMENTALINSTRUCTIONS 23/20/2020703/20/2020 1ST FLOOR0' -0"3RD FLOOR22' -7 7/8"4TH FLOOR32' -9 3/4"5TH FLOOR42' -11 5/8"2ND FLOOR12' -6"6TH FLOOR53' -1 1/2"S10T.O. PARAPET57' -9 1/2"9EIFS SYSTEMA5045Sim57' - 9 1/2"12' - 6"10' - 1 7/8"10' - 1 7/8"10' - 1 7/8"10' - 1 7/8"4' - 8"1' - 11"ASPHALT PAVING -SEE CIVIL DWGSEIFS SOFFITA5046TYP.A5047TYP.FLOOR LINE JOINT, TYP.EIFS SYSTEMDRAINAGE GAPDRAINAGE GAP5 1/2"F3F3F3F2F3A5029Sim1ST FLOOR0' -0"3RD FLOOR22' -7 7/8"4TH FLOOR32' -9 3/4"5TH FLOOR42' -11 5/8"2ND FLOOR12' -6"6TH FLOOR53' -1 1/2"S10T.O. PARAPET57' -9 1/2"1057' - 9 1/2"4' - 8"10' - 1 7/8"10' - 1 7/8"10' - 1 7/8"10' - 1 7/8"12' - 6"ASPHALT PAVING -SEE CIVIL DWGSA5045EIFS SYSTEMFLOOR LINE JOINT, TYP.F3F3F3F2R171ST FLOOR0' -0"3RD FLOOR22' -7 7/8"4TH FLOOR32' -9 3/4"5TH FLOOR42' -11 5/8"2ND FLOOR12' -6"6TH FLOOR53' -1 1/2"T.O. PARAPET57' -9 1/2"SK57' - 9 1/2"4' - 8"10' - 1 7/8"10' - 1 7/8"10' - 1 7/8"10' - 1 7/8"12' - 6"A5045Sim5' - 4"ASPHALT PAVING -SEE CIVIL DWGSEIFS SYSTEMA5046SimA5047SimTYP.FLOOR LINE JOINT, TYP.DRAINAGE GAPF3F3F3F2R1A5065A5029Sim1ST FLOOR0' -0"3RD FLOOR22' -7 7/8"4TH FLOOR32' -9 3/4"5TH FLOOR42' -11 5/8"2ND FLOOR12' -6"6TH FLOOR53' -1 1/2"S8T.O. PARAPET57' -9 1/2"857' - 9 1/2"4' - 8"10' - 1 7/8"10' - 1 7/8"10' - 1 7/8"10' - 1 7/8"12' - 6"A5045Sim1"ASPHALT PAVING -SEE CIVIL DWGSEIFS SYSTEMFLOOR LINE JOINT, TYP.DRAINAGE GAPF3F3F3R1F2A5029SimCAULKMETAL CLEAT FASTENED TO BLOCKINGADHERED MEMBRANE FLASHINGLAPPING BOTH FACES DOWN MIN. 6". MEMBRANE SHALL NOT BE EXPOSED PAST METAL COPINGCAP.METAL COPING CAP FASTENEDOVER CLEAT ON EXTERIOR SIDE AND NAILED PER MANUFACTURER ON OTHER SIDEWOOD BLOCKINGCAULKFULLY ADHERED TPO MEMBRANEWRAPPED UP VERTICAL SURFACE AND LAPPED BY ADHERED MEMBRANE FLASHINGEIFS SYSTEMBATT INSULATION5/8" GYP BOARDCAULKWINDOWRETURN GYPSUM BOARD TO WINDOW FRAME AT HEAD AND JAMBSGYP CORNER BEAD, TYP.2x NAILERWD SHIMDO NOT CAULK ABOVE FLASHING FOR PROPER DRAINAGEWINDOW FLASHINGEIFS SYSTEMCAULK PERIMETER OF FRAMESPRAY FOAM INSULATION2x NAILERWINDOWCAULKGYP BOARDGYP CORNER BEAD, TYP.RETURN GYPSUM BOARD TO WINDOW FRAME AT JAMBS5/8" GYP. BOARDBATT INSULATIONWINDOW FLASHINGEIFS SYSTEM1/2" EXTERIOR SHEATHINGSPRAY FOAM INSULATIONBACKER ROD AND SEALANTThe Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:SITE / CIVIL ENGINEERFAGAN ENGINEERS & LAND SURVEYORS, P.C.113 EAST CHEMUNG PLACEELMIRA, NEW YORK 14904CONTACT: 607.734.2165DATE:DOS ID#5001632STRUCTURAL ENGINEERTAITEM ENGINEERING, P.C.110 SOUTH ALBANY STREETITHACA, NEW YORK 14850CONTACT: 607.277.1118MEP ENGINEERTAITEM ENGINEERING, P.C.110 SOUTH ALBANY STREETITHACA, NEW YORK 14850CONTACT: 607.277.1118LANDSCAPE ARCHITECTWHITHAM PLANNING &DESIGN, LLC142 EAST STATE STREET, SUITE BITHACA, NEW YORK 14850CONTACT: 607.272.1290GENERAL CONTRACTORVECINO CONSTRUCTION305 WEST COMMERCIAL STREETSPRINGFIELD, MISSOURI 65803CONTACT: 417.720.1577Bruce Kayvon Adib-YazdiLicense No. 0386283/19/2020 2:41:21 PMBIM 360://80.01.18260 - Ithaca Arthaus NY/191004 - Ithaca - Arthaus_R19.rvtWALL SECTIONS ANDDETAILSA50418260AuthorIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK3/12/20201/2" = 1'-0"2WALL SECTION1/2" = 1'-0"1WALL SECTION1/2" = 1'-0"3WALL SECTION1/2" = 1'-0"4WALL SECTION3" = 1'-0"5PARAPET CAP DETAIL3" = 1'-0"6WINDOW HEAD DETAIL3" = 1'-0"7WINDOW SILL DETAILREV. DESCRIPTION DATE3 ADDENDUM 3 8/2/20195 ADDENDUM 5 11/11/20196 SUPPLEMENTALINSTRUCTIONS 12/4/20207 SUPPLEMENTALINSTRUCTIONS 23/20/202003/20/2020Parapet ClarificationRFI 103 1ST FLOOR0' -0"3RD FLOOR22' -7 7/8"4TH FLOOR32' -9 3/4"5TH FLOOR42' -11 5/8"2ND FLOOR12' -6"6TH FLOOR53' -1 1/2"T.O. PARAPET57' -9 1/2"H57' - 9 1/2"4' - 8"10' - 1 7/8"10' - 1 7/8"10' - 1 7/8"10' - 1 7/8"12' - 6"ALUMINUM CANOPY -MAPES LUMISHADEA50113SimEIFS SYSTEMDRAINAGE GAPF2F4F4F4R1A5029Sim1ST FLOOR0' -0"3RD FLOOR22' -7 7/8"4TH FLOOR32' -9 3/4"5TH FLOOR42' -11 5/8"2ND FLOOR12' -6"6TH FLOOR53' -1 1/2"SHT.O. PARAPET57' -9 1/2"F4"4' - 8"10' - 1 7/8"10' - 1 7/8"10' - 1 7/8"10' - 1 7/8"12' - 6"57' - 9 1/2"9' - 3"7' - 0"A5063R1F3F3F3F21ST FLOOR0' -0"3RD FLOOR22' -7 7/8"4TH FLOOR32' -9 3/4"5TH FLOOR42' -11 5/8"2ND FLOOR12' -6"6TH FLOOR53' -1 1/2"SJT.O. PARAPET57' -9 1/2"G57' - 9 1/2"4' - 8"10' - 1 7/8"10' - 1 7/8"10' - 1 7/8"10' - 1 7/8"12' - 6"F3F3F3R1F21ST FLOOR0' -0"3RD FLOOR22' -7 7/8"4TH FLOOR32' -9 3/4"5TH FLOOR42' -11 5/8"2ND FLOOR12' -6"6TH FLOOR53' -1 1/2"S5T.O. PARAPET57' -9 1/2"41/2"57' - 9 1/2"4' - 8"10' - 1 7/8"10' - 1 7/8"10' - 1 7/8"10' - 1 7/8"12' - 6"F2F3F3F3F310The Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:SITE / CIVIL ENGINEERFAGAN ENGINEERS & LAND SURVEYORS, P.C.113 EAST CHEMUNG PLACEELMIRA, NEW YORK 14904CONTACT: 607.734.2165DATE:DOS ID#5001632STRUCTURAL ENGINEERTAITEM ENGINEERING, P.C.110 SOUTH ALBANY STREETITHACA, NEW YORK 14850CONTACT: 607.277.1118MEP ENGINEERTAITEM ENGINEERING, P.C.110 SOUTH ALBANY STREETITHACA, NEW YORK 14850CONTACT: 607.277.1118LANDSCAPE ARCHITECTWHITHAM PLANNING &DESIGN, LLC142 EAST STATE STREET, SUITE BITHACA, NEW YORK 14850CONTACT: 607.272.1290GENERAL CONTRACTORVECINO CONSTRUCTION305 WEST COMMERCIAL STREETSPRINGFIELD, MISSOURI 65803CONTACT: 417.720.1577Bruce Kayvon Adib-YazdiLicense No. 0386288/6/2020 9:36:21 AMBIM 360://18260 - Ithaca Arthaus NY/200619 - Ithaca - Arthaus_R19.rvtWALL SECTIONS ANDDETAILSA50518260AuthorIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK3/12/20201/2" = 1'-0"1WALL SECTION1/2" = 1'-0"4WALL SECTION1/2" = 1'-0"3WALL SECTION1/2" = 1'-0"2WALL SECTIONREV. DESCRIPTION DATE3 ADDENDUM 3 8/2/20195 ADDENDUM 5 11/11/20196 SUPPLEMENTALINSTRUCTIONS 12/4/20207 SUPPLEMENTALINSTRUCTIONS 23/20/202010 SUPPLEMENTALINSTRUCTIONS 58/5/2020 1ST FLOOR0' -0"3RD FLOOR22' -7 7/8"4TH FLOOR32' -9 3/4"5TH FLOOR42' -11 5/8"2ND FLOOR12' -6"6TH FLOOR53' -1 1/2"S2T.O. PARAPET57' -9 1/2"157' - 9 1/2"12' - 6"10' - 1 7/8"10' - 1 7/8"10' - 1 7/8"10' - 1 7/8"4' - 8"1"R1F3F3F3F21ST FLOOR0' -0"3RD FLOOR22' -7 7/8"4TH FLOOR32' -9 3/4"5TH FLOOR42' -11 5/8"2ND FLOOR12' -6"6TH FLOOR53' -1 1/2"S1T.O. PARAPET57' -9 1/2"1557' - 9 1/2"12' - 6"10' - 1 7/8"10' - 1 7/8"10' - 1 7/8"10' - 1 7/8"4' - 8"R1F3F3F3F2EIFS SYSTEMWEATHER RESISTIVE BARRIERSHEATHINGMETAL BOX BEAM AS REQUIRED FOR HEADER. REFER TO STRUCTURAL.BATT INSULATIONGYPSUM BOARDSECTIONAL OVERHEAD DOORCONCRETE BEAM. REFER TO STRUCTURAL.METAL FLASHINGFIBER CEMENT PANELSHEATHINGEIFS SYSTEMCMU WALLWEATHER RESISTIVE BARRIERCAULKCOLLECTOR BOX AND DOWNSPOUTSEALANT PER APPLICABLE SMANCA DETAILSEXTERIOR EIFS FINISH PER WALL TYPESEXTERIOR SHEATHING PER WALL TYPESTPO MEMBRANE EXTENDING UP ANGLED BRACING, OVER EXTERIOR SHEATHING, OVER WOOD BRACING PER STRUCTURAL DRAWINGS.WATER CUT OFF MASTICSINGLE PLY SEALANT PER MANUFACTURER'S REQUIREMENTS.ADHERED MEMBRANE FLASHING PER MANUFACTURER'S REQUIREMENTS. LAP OVER TPO AND SHEET METAL SCUPPER.TPO MEMBRANE EXTENDING UNDER SHEET METAL SCUPPER.9SELF ADHERED MEMBRANE FLASHING GAPPING OVER ZIP-R SYSTEM AND FLUID MEMBRANE ON STO SYSTEMBACKER ROD AND CAULKEIFS SYSTEM AS NOTED IN WALL TYPEFIBER CEMENT AS NOTED IN WALL TYPEThe Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:SITE / CIVIL ENGINEERFAGAN ENGINEERS & LAND SURVEYORS, P.C.113 EAST CHEMUNG PLACEELMIRA, NEW YORK 14904CONTACT: 607.734.2165DATE:DOS ID#5001632STRUCTURAL ENGINEERTAITEM ENGINEERING, P.C.110 SOUTH ALBANY STREETITHACA, NEW YORK 14850CONTACT: 607.277.1118MEP ENGINEERTAITEM ENGINEERING, P.C.110 SOUTH ALBANY STREETITHACA, NEW YORK 14850CONTACT: 607.277.1118LANDSCAPE ARCHITECTWHITHAM PLANNING &DESIGN, LLC142 EAST STATE STREET, SUITE BITHACA, NEW YORK 14850CONTACT: 607.272.1290GENERAL CONTRACTORVECINO CONSTRUCTION305 WEST COMMERCIAL STREETSPRINGFIELD, MISSOURI 65803CONTACT: 417.720.1577Bruce Kayvon Adib-YazdiLicense No. 0386286/30/2020 12:06:43 PMBIM 360://18260 - Ithaca Arthaus NY/200619 - Ithaca - Arthaus_R19.rvtWALL SECTIONS ANDDETAILSA50618260LHIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK3/12/20201/2" = 1'-0"1Section 261/2" = 1'-0"2Section 273" = 1'-0"3GARAGE DOOR DETAIL 13" = 1'-0"4GARAGE DOOR DETAIL 23" = 1'-0"5PARAPET CAP DETAILREV. DESCRIPTION DATE3 ADDENDUM 3 8/2/20195 ADDENDUM 5 11/11/20196 SUPPLEMENTALINSTRUCTIONS 12/4/20207 SUPPLEMENTALINSTRUCTIONS 23/20/20209 SUPPLEMENTALINSTRUCTIONS 47/3/20203" = 1'-0"6EIFS / CEMENT BOARD TRANSITIONStair 2 Air BarrierRFI 105 EXTERIOR SIDING. SEE ELEVATIONS FOR TYPES AND LOCATIONSUNDERLAYMENTCOUNTERFLASHING; 4" END LAPS WITH CONTINUOUS CAULK AT LAPS. POP RIVET TO ZEE CLOSURE 40" O.C.ZEE CLOSUREFASTENERS; 20" O.C. MAX.SUB-FLASHING; 4" END LAPS WITH CONTINUOUS CAULK AT LAPSFASTENERS; 2 PER ZEE CLOSURE MIN.SOLID SHEATHINGSTANDING SEAM METAL ROOFING PANEL1. REFER TO SHEET A-507 FOR T.P.O. ROOFING MEMBRANE SYSTEM MANUFACTURER'S DETAILS. DETAILS SHOWN ARE SPECIFIC TO THE BASIS-OF-DESIGN T.P.O. ROOFING MEMBRANE SYSTEM AND NOT ALL INCLUSIVE OF EVERY FIELD CONDITION. CONTRACTOR TO FOLLOW MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS AS REQUIRED FOR FULL WARRANTY COVERAGE. IN THE EVENT A SUBSTITUTE MANUFACTURER / T.P.O. SYSTEM IS USED, ROOFING CONTRACTOR SHALL FOLLOW THAT MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS AND CONSTRUCTION DETAILS.2. TPO ROOFING MEMBRANE SYSTEM SHALL BE 60 MIL WHITE REFLECTIVE "COOL ROOF" WITH AN INITIAL SOLAR REFLECTIVITY OF 0.79 MINIMUM. EQUAL TO EVERGUARD EXTREME® TPO BY GAF WITH MANUFACTURER'S 20 YEAR WARRANTY / GUARANTEE.3. QUALIFIED ROOFING CONTRACTOR SHALL BE A MANUFACTURER CERTIFIED INSTALLER OF SELECTED T.P.O. ROOFING MEMBRANE SYSTEM AND SYSTEM ACCESSORIES.4. ACCESS DOOR SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SORROUNDING SURFACES. ACCESS SHALL BE PROVIDED TO ALL EQUIPMENT THAT PREVENTS DAMAGING OR COMPRESSING THE INSULATION. A WOOD FRAMED OR EQUIVALENT BAFFLE OR RETAINER IS REQUIRED TO BE PROVIDED WHEN LOOSE FILL INSULATION IS INSTALLED, THE PURPOSE OF WHICH IS TO PREVENT THE LOOSE FILL INSULATION FROM SPILLING INTO THE LIVING SPACE WHEN THE ATTIC ACESS IS OPENED, AND TO PROVIDE A PERMANENT MEANS OF MAINTAINING THE INSTALLED R-VALUE OF THE LOOSE FILL INSULATION.5. VENTILATION SYSTEM ROOF CURBS AND/OR WALL PENETRATIONS ARE REQUIRED TO BE SEALED TO MAINTAIN CONTINUOUS AIR BARRIERGENERAL ROOFING NOTESThe Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:SITE / CIVIL ENGINEERFAGAN ENGINEERS & LAND SURVEYORS, P.C.113 EAST CHEMUNG PLACEELMIRA, NEW YORK 14904CONTACT: 607.734.2165DATE:DOS ID#5001632STRUCTURAL ENGINEERTAITEM ENGINEERING, P.C.110 SOUTH ALBANY STREETITHACA, NEW YORK 14850CONTACT: 607.277.1118MEP ENGINEERTAITEM ENGINEERING, P.C.110 SOUTH ALBANY STREETITHACA, NEW YORK 14850CONTACT: 607.277.1118LANDSCAPE ARCHITECTWHITHAM PLANNING &DESIGN, LLC142 EAST STATE STREET, SUITE BITHACA, NEW YORK 14850CONTACT: 607.272.1290GENERAL CONTRACTORVECINO CONSTRUCTION305 WEST COMMERCIAL STREETSPRINGFIELD, MISSOURI 65803CONTACT: 417.720.1577Bruce Kayvon Adib-YazdiLicense No. 0386283/19/2020 2:41:26 PMBIM 360://80.01.18260 - Ithaca Arthaus NY/191004 - Ithaca - Arthaus_R19.rvtROOFING DETAILSA50718260AuthorIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK3/12/202012" = 1'-0"1PREFORMED PENETRATION FLASHING DETAIL12" = 1'-0"2FIELD WRAPPED PENETRATION FLASHING DETAIL12" = 1'-0"3PREMOLDED VENT BOOT FLASHING DETAIL12" = 1'-0"4ROOF HATCH DETAIL12" = 1'-0"5METAL WALL SCUPPER DETAIL12" = 1'-0"6PARAPET CAP DETAIL6" = 1'-0"8HEAD WALL DETAILREV. DESCRIPTION DATE3 ADDENDUM 3 8/2/201903/20/2020 PER SCHEDULEPER SCHEDULEPER SCHEDULEPER SCHEDULED2D3D4PER SCHEDULEPER SCHEDULE10"WOOD SLAB SLIDING DOORINSULATED EXTERIOR DOORSPER SCHEDULEPER SCHEDULE10"D6D7PER SCHEDULEPER SCHEDULED510"DOOR SCHEDULEPER SCHEDULEPER SCHEDULED1OVERHEAD ROLLING DOORD8PER SCHEDULEPER SCHEDULEPER SCHEDULEPER SCHEDULE192 SQUARE INCHES REQUIRED FOR LOUVER. REFER TO MECHANICAL PLANS.2" TYP.PER SCHEDULE2" TYP.PER SCHEDULE2" TYP.PER SCHEDULEF1F2F3EXTERIORFULLY-WELDED,GALVANNEALED STEEL (16 GA.)FRAME, FACTORY-PRIMED,FIELD-PAINTED (COLOR TBD BY ARCHITECT)2" TYP.PER SCHEDULEF5INTERIOR FIRE-RATEDFULLY-WELDEDCOLD-ROLLED METAL (16 GA.)MASONRY FRAMEFACTORY-PRIMEDFIELD-PAINTED(COLOR TBD BY ARCHITECT)INTERIOR FIRE-RATEDFULLY-WELDEDCOLD-ROLLED METAL (16 GA.)FACTORY-PRIMEDFIELD-PAINTED(COLOR TBD BY ARCHITECT)INTERIORWOOD FRAME WITHPERIMETER TRIM/CASINGOVERLAP0' - 0 1/2" TYP.PER SCHEDULEVERIFY WITH DOOR MANUF. TYP.VERIFY WITH DOOR MANUF. TYP.PER SCHEDULEVERIFY WITH DOOR MANUF. TYP.F6F7PER SCHEDULEPER SCHEDULEPER SCHEDULE4" TYP.PER SCHEDULE0' - 3 3/4" +/- TYP.PER SCHEDULE2" TYP.PER SCHEDULE2" TYP.FRAME SCHEDULE2" TYP.PER SCHEDULEF4INTERIORFULLY-WELDEDCOLD-ROLLED METAL (16 GA.)FACTORY-PRIMEDFIELD-PAINTED(COLOR TBD BY ARCHITECT)PER SCHEDULE2" TYP.1. CONTRACTOR SHALL REVIEW MANUFACTURER'S PRODUCT SPECIFICATIONS TO VERIFY COMPATIBILITY BETWEEN AIR & MOISTURE BARRIER, SELF-ADHERING FLASHING, SEALANTS, AND VINYL WINDOW COMPONENTS PRIOR TO INSTALLATION. FOLLOW WINDOW MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS. 2. INSTALL AIR & MOISTURE BARRIER (SEE WALL TYPES FOR PRODUCT REQUIREMENTS) OVER WALL SHEATHING PRIOR TO WINDOW INSTALLATION. FOLLOW AIR & MOISTURE BARRIER MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS FOR BUILDING ENVELOPE AND ROUGH OPENINGS. 3. INSTALL SELF-ADHERING, FLEXIBLE MEMBRANE PAN FLASHING AT WINDOW SILLS. FACTORY-FORMED SILL PAN FLASHING SYSTEM AND / OR READY-MADE SILL PAN CORNERS RECOMMENDED. FOR SITE FORMED SILL PANS, FOLLOW MANUFACTURER'S WRITTEN INSTRUCTIONS TO PREVENT MOISTURE INFILTRATION. 4. APPLY CONTINUOUS BEAD OF FLEXIBLE, EXTERIOR-GRADE SEALANT AROUND WINDOW PERIMETER ON THE TOP AND SIDES (BEHIND NAILING FINS / FLANGES) PRIOR TO SETTING IN PLACE. INSTALL SHIMS AS REQUIRED FOR SQUARE, LEVEL, AND PLUMB WINDOW INSTALLATION. 5. INSTALL ONE-PIECE, PRE-FINISHED METAL Z-FLASHING ALONG WINDOW HEADS. 6. INSTALL SELF-ADHERING, FLEXIBLE MEMBRANE FLASHING OVER WINDOW NAILING FLANGES / FINS ALONG TOP AND AT EACH SIDE. EXTEND FLASHING PAST WINDOW OPENING PER WINDOW MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS. 7. LAP BOTTOM FLAP OF AIR & MOISTURE BARRIER OVER SELF-ADHERING FLEXIBLE FLASHING AND METAL Z-FLASHING AT WINDOW HEAD, SECURE IN PLACE WITH FLASHING TAPE PER THE MANUFACTURER'S WRITTEN INSTRUCTIONS. 8. LEAVE ADEQUATE GAP BETWEEN WINDOW FRAME AND EXTERIOR SIDING MATERIALS TO ALLOW FOR EXPANSION / CONTRACTION. REFER TO WINDOW AND SIDING MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR ADDITIONAL INFORMATION. FILL GAPS WITH PAINTABLE, ASTM-COMPLIANT, EXTERIOR-GRADE SEALANT. USE BACKER ROD BEHIND SEALANT AS REQUIRED. DO NOT CAULK GAP BETWEEN BOTTOM OF SIDING AND TOP OF METAL Z-FLASHING AT EXTERIOR DOOR AND WINDOW HEADS.9. WINDOWS W1, W2, AND W3 IN DWELLING UNITS TO RECEIVE 1" MINI BLINDS. REFER TO SPECIFICATIONS.10. GLASS NOTED WITH A "T" SHALL BE TEMPERED GLASS.GENERAL WINDOW NOTES1. ALL DOOR HARDWARE SHALL BE ANSI/BHMA GRADE 2 CERTIFIED (OR BETTER).2. THRESHOLDS SHALL BE 1/2" TALL MAXIMUM3. ALL DOORS SHALL HAVE LEVER STYLE HANDLES MEETING A.D.A. / ANSI A117.1 ACCESSIBILITY REQUIREMENTS EQUAL TO MILAN DOOR LEVERS BY KWIKSET.4. DOOR CLOSERS SHALL BE LOCATED ON INTERIOR (ROOM-SIDE) OF DOOR AND NOT ON CORRIDOR SIDE.5. CLOSERS ON FIRE-RATED DOORS AND EGRESS DOORS SHALL BE ON LOWEST SETTING SUCH THAT THE FORCE FOR PUSHING OR PULLING OPEN DOORS DOES NOT EXCEED 5 POUNDS.6. DOOR HARDWARE INCLUDING BUT NOT LIMITED TO DOOR HANDLES, PULLS, LATCHES, AND LOCKS SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST TO OPERATE.7. DOOR HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERATING DEVICES SHALL BE INSTALLED 34 INCHES MINIMUM AND 48" MAXIMUM ABOVE THE FINISHED FLOOR SURFACE.8. TOOL CONTINUOUS BEAD OF PAINT-GRADE CAULK AROUND DOOR FRAME PERIMETER (BOTH SIDES). AT ALUMINUM STOREFRONT ENTRANCES, TOOL A CONTINUOUS BEAD OF EXTERIOR-GRADE CAULK OVER BACKER ROD (BOTH SIDES). CAULK COLOR SHALL MATCH STOREFRONT FRAME FINISH.9. ALL DOOR HARDWARE SHALL HAVE A US15 / BHMA 646 SATIN NICKEL FINISH.10. WEATHERSTRIPPING / GASKETS / SEALS SHALL MATCH THE FRAME FINISH. 11. AT TYPE "A" UNITS, CENTER (2) ONE-WAY DOOR VIEWERS IN DOOR. MOUNT (1) AT 60" AND THE OTHER AT 47" ABOVE FINISHED FLOOR SURFACE. AT TYPE "B" UNITS, INSTALL (1) ONE-WAY DOOR VIEWER CENTERED IN DOOR 60" ABOVE FINISHED FLOOR SURFACE.12. INSTALL BASE DOOR STOPS WHERE NECESSARY TO PREVENT DAMAGE TO DOOR, LEVERSET, AND ADJACENT WALL SURFACE WHEN DOOR IS OPENED.13. BASE DOOR STOP NOT REQUIRED FOR PANTRY DOORS.14. ELECTRONIC ACCESS CONTROL HARDWARE SHALL ALWAYS ALLOW FREE EGRESS OUT OF THE ROOM AND THE BUILDING. ELECTRONIC ACCESS CONTROL HARDWARE SHALL BE FAIL-SECURE IN THE EVENT OF BATTERY / POWER FAILURE.15. ALL DOORS SHALL HAVE 3 HINGES (1-1/2 PAIRS) UNLESS A CONTINUOUS GEARED HINGE IS SPECIFIED.16. INTERIOR WOOD DOOR FRAME: JAMBS SHALL BE FABRICATED AS A FLAT JAMB WITH DOORSTOP APPLIED. PREPARE / MACHINE HINGE JAMBS TO ACCEPT 4" HINGES. PREPARE / MACHINE STRIKE JAMB FOR FULL LIP CYLINDRICAL STRIKE PLATE. INSTALL PRE-PRIMED MDF DECORATIVE CASING / PERIMETER TRIM AT EACH FACE. NOTE: AT MOISTURE-SENSITIVE LOCATIONS (BATHROOMS,LAUNDRY, LINEN CLOSETS, ETC. INSTALL WOOD CASINGS / PERIMETER TRIM.GENERAL DOOR AND HARDWARE NOTES6' - 0"3' - 0"2' - 0"5' - 0"2' - 0"5' - 0"3' - 0"5' - 0" ON 2ND-5TH FLR2' - 0"W2W1W3WINDOW SCHEDULE8 '- 8" ON FIRST FLOORFINISH FLOOR9SET#1STOREROOM LOCKSETBALL BEARING HINGESSURFACE-MOUNTED CLOSERPERIMETER GASKETINGSET#2RIM EXIT DEVICE (PUSH SIDE)PASSAGE LOCKEST (PULL SIDE)BALL BEARING HINGESSURFACE-MOUNTED CLOSERKICKPLATEPERIMETER GASKETING / SMOKE SEALSSET#3CARD ACCESS ENTRANCE / ELECTRONIC LOCKINGKEYPAD ENTRY (RECESSED WALL MOUNT)ELECTRIC STRIKE WITH LOW VOLTAGE WIRINGRIM EXIT DEVICE WITH ELECTRIC LATCH RETRACTION48" TALL DECORATIVE STRAIGHT PULL BAR TRIMCONTINUOUS GEARED HINGESURFACE-MOUNTED CLOSER (INTERIOR SIDE)WEATHERSTRIPPINGTHRESHOLDSET#4STOREROOM ESCUTCHEON MORTISE LOCKSETBALL BEARING HINGESSURFACE-MOUNTED CLOSERWEATHERSTRIPPINGTHRESHOLDSET#5NOTE: EXIT ONLYRIM EXIT DEVICE (EGRESS SIDE)BALL BEARING HINGESCLOSERKICKPLATEWEATHERSTRIPPING THRESHOLDSET#6CARD ACCESS ENTRANCE / ELECTRONIC LOCKINGELECTRIC STRIKE / LOW VOLTAGE WIRINGRIM EXIT DEVICE WITH ELECTRIC LATCH RETRACTIONPASSAGE LEVERSET (PULL SIDE)SURFACE-MOUNTED CLOSERBALL BEARING HINGESKICKPLATESET#7OFFICE LOCKSETBALL BEARING HINGESWALL-MOUNTED DOOR STOPSET#8 POCKET DOOR KITTOP-MOUNT, SOFT CLOSE HARDWARE KIT:• JUMP PROOF BOX TRACK• BALL BEARING DOOR HANGER WHEELS• SOFT CLOSE ASSEMBLY WITH ACTUATORAUTO-LATCHING POCKET DOOR LOCKPOCKET DOOR TRIM P-SERIES (18 GA) METALFRAME BY TIMELY DOOR FRAMES -PAINTSET#9CLASSROOM LOCKSETBALL BEARING HINGESWALL-MOUNTED DOOR STOPSET#10PUCH PLATE / PULL BARBALL BEARING HINGEWALL-MOUNTED DOOR STOPSET#11DUMMY LEVERSETS (EACH LEAF)ADJUSTABLE BALL CATCH WITH STRIKEBALL BEARING HINGESKICK-DOWN HOLD OPEN / DOOR STOPWALL -MOUNTED DOOR STOPSSET#12PASSAGE LEVERSETKEYED CYLINDER LOCK WITH THUMBTURNSELF-CLOSING SPRING HINGESBALL BEARING HINGESILENCERS PERIMETER GASKETING / SMOKE SEALSONE-WAY WIDE ANGLE VIEWERIVES 64 BASE DOOR STOPSET#13PASSAGE LEVERSETBALL BEARING HINGESSILENCERSIVES 64 BASE DOOR STOPSET#14PRIVACY LOCKSETBALL BEARING HINGESSILENCERSIVES 64 BASE DOOR STOPSET#15BI-FOLDING DOOR HARDWARE KIT:• TOP-MOUNTED, JUMP-PROOF TRACK• WHEELS / HANGERS• TOP & BOTTOM PIVOTS LOOSE PIN, FULL-MORTISE HINGESSINGLE DUMMY LEVERSET (EACH DOOR)SET#16STOREROOM LOCKSETBALL BEARING HINGESPERIMETER GASKETING / SMOKE SEALSDOOR HARDWARE SETSET#17ENTRANCE LOCKSETBALL BEARING HINGESKEYED CYLINDER LOCK WITH THUMBTURNSURFACE-MOUNTED CLOSER (INTERIOR SIDE)WEATHERSTRIPPINGTHRESHOLD48" TALL DECORATIVE STRAIGHT PULL BAR TRIMSET#18TOP MOUNT BALL BEARING DOOR HANGER WHEELSDOOR GUIDESJAMB MOUNTED LOCK (INTERIOR SIDE)48" TALL DECORATIVE STRAIGHT PULL BAR TRIMSET#19STOREROOM LOCKSETBALL BEARING HINGESPERIMETER GASKETING1. UNDERCUT DOOR 1"2. PANIC HARDWARE3. ELECTRIC STRIKE4. PROVIDE 36" WIDE DOOR AT ALL TYPE 'A' UNITSDOOR SCHEDULE NOTESSTOREFRONT -S10STOREFRONT -S11STOREFRONT -S12STOREFRONT -S13STOREFRONT -S14S10S11S12S135' - 10" +/-2' - 10"4' - 2"4' - 2"5' - 10" +/-2' - 10"4' - 5 1/4"4' - 5 1/2"4' - 5 1/4"5' - 10" +/-2' - 10"3' - 9"3' - 10"3' - 9"2' - 3" +/-4' - 2"2' - 10"S144' - 7" +/-2' - 10"EQEQEQEQEQ8' - 4"13' - 4"11' - 4"22' - 4 1/8"20' - 1"STOREFRONT SCHEDULE7' - 5" +/- FIELD VERIFY9' - 3" +/- FIELD VERIFY8' - 8" +/- FIELD VERIFY8' - 8" +/- FIELD VERIFY8' - 8" +/- FIELD VERIFY4' - 4 3/8"4' - 8"3' - 6"9' - 9 3/4"S1S2S3STOREFRONT -S1STOREFRONT -S2STOREFRONT -S3STOREFRONT -S4STOREFRONT -S5STOREFRONT -S6STOREFRONT -S7STOREFRONT -S8STOREFRONT -S9S5S6S7S8S9S41' - 10 3/4"6' - 0"2' - 0"2' - 3" +/-4' - 2"2' - 10"6' - 5" +/-2' - 10"3' - 8 1/2"3' - 6"1' - 7 5/8"6' - 5" +/-2' - 10"3' - 8"3' - 8"3' - 8"2' - 3" +/-4' - 2"2' - 10"3' - 3 1/2"3' - 2 1/2"5' - 10" +/-2' - 10"4' - 0"4' - 0"6' - 5" +/-2' - 10"3' - 6"6' - 5" +/-2' - 10"4' - 2 1/2"4' - 3"4' - 2 1/2"4' - 4 1/2"2' - 10"1' - 11 1/2"3' - 2 1/2"6' - 5" +/-2' - 10"4' - 0"3' - 9 1/8"4' - 0"9' - 10 3/4"8' - 10 1/8"11' - 0"6' - 6"8' - 0"12' - 8"5' - 2"11' - 9 1/8"9' - 3" +/- FIELD VERIFY9' - 3" +/- FIELD VERIFY9' - 3" +/- FIELD VERIFY9' - 3" +/- FIELD VERIFY8' - 8" +/- FIELD VERIFY9' - 3" +/- FIELD VERIFY9' - 3" +/- FIELD VERIFY7' - 2 1/2" +/- FIELD VERIFY9' - 3" +/- FIELD VERIFY99999The Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:SITE / CIVIL ENGINEERFAGAN ENGINEERS & LAND SURVEYORS, P.C.113 EAST CHEMUNG PLACEELMIRA, NEW YORK 14904CONTACT: 607.734.2165DATE:DOS ID#5001632STRUCTURAL ENGINEERTAITEM ENGINEERING, P.C.110 SOUTH ALBANY STREETITHACA, NEW YORK 14850CONTACT: 607.277.1118MEP ENGINEERTAITEM ENGINEERING, P.C.110 SOUTH ALBANY STREETITHACA, NEW YORK 14850CONTACT: 607.277.1118LANDSCAPE ARCHITECTWHITHAM PLANNING &DESIGN, LLC142 EAST STATE STREET, SUITE BITHACA, NEW YORK 14850CONTACT: 607.272.1290GENERAL CONTRACTORVECINO CONSTRUCTION305 WEST COMMERCIAL STREETSPRINGFIELD, MISSOURI 65803CONTACT: 417.720.1577Bruce Kayvon Adib-YazdiLicense No. 0386286/30/2020 12:06:48 PMBIM 360://18260 - Ithaca Arthaus NY/200619 - Ithaca - Arthaus_R19.rvtDOOR AND WINDOWSCHEDULEA60118260LAHIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK3/12/2020DOOR SCHEDULEMARKDOORFRAMEFIRE RATINGHARDWARE SETNO.NOTESSIZETYPE MATL TYPE MATLWDHGT THK1006' - 0"7' - 0"0' - 1 3/4" D4 ALUM / GLASS S1ALUMSET#17 21016' - 0"7' - 0"0' - 1 3/4" D4 ALUM / GLASS S13ALUMSET#10 21023' - 0"6' - 8"0' - 1 3/4" D1SCWF4HMSET#71043' - 0"6' - 8"0' - 1 3/4" D1SCWF4HMSET#71053' - 0"6' - 8"0' - 1 3/4" D1SCWF4HMSET#71063' - 0"6' - 8"0' - 1 3/4" D1 INS HM F1HMSET#16107A3' - 0"7' - 0"0' - 1 3/4" D3 ALUM / GLASS S8ALUMSET#3 2, 3107B3' - 0"7' - 0"0' - 1 3/4" D3 ALUM / GLASS S8ALUMSET#10 21083' - 0"6' - 8"0' - 1 3/4" D1SCWF4HMSET#141093' - 0"6' - 8"0' - 1 3/4" D1SCWF4HMSET#141103' - 0"6' - 8"0' - 1 3/4" D1SCWF4HMSET#11113' - 0"6' - 8"0' - 1 3/4" D9HMF3HM60 MIN.SET#16 2111A5' - 0"6' - 8"0' - 1 3/4" D2HMF3HM60 MIN.SET#16 2112A4' - 10"6' - 8"0' - 1 3/4" D6 WOODF6METALSET#18112B4' - 10"6' - 8"0' - 1 3/4" D6 WOODF6METALSET#18112C3' - 0"6' - 8"0' - 1 3/4" D1SCWF2HMSET#9 21133' - 0"6' - 8"0' - 1 3/4" D1HMF4HMSET#1114A3' - 0"7' - 0"0' - 1 3/4" D3 ALUM / GLASS S4ALUMSET#17 2114B8' - 0"7' - 0"0' - 2 1/8" D10 ALUM / GLASS F7ALUMPER MANUF.114C8' - 0"7' - 0"0' - 2 1/8" D10 ALUM / GLASS F7ALUMPER MANUF.114D3' - 0"6' - 8"0' - 1 3/4" D1SCWF4HMSET#9 2114E4' - 10"6' - 8"0' - 1 3/4" D6 WOODF6METALSET#18115 A3' - 0"6' - 8"0' - 1 3/4" D1SCWF4HMSET#13 2115 B3' - 0"6' - 8"0' - 1 3/4" D1SCWF4HMSET#9 21163' - 0"6' - 8"0' - 1 3/4" D1SCWF4HMSET#71506' - 0"7' - 0"0' - 1 3/4" D4 HM / GLASS F1HMSET#3 2, 3151A6' - 0"7' - 0"0' - 1 3/4" D2SCWF3HMSET#9151B8' - 0"7' - 0"0' - 2 1/8" D10 ALUM / GLASS F7 ALUM / GLASSPER MANUF.1523' - 0"6' - 8"0' - 1 3/4" D1SCWF4HMSET#161533' - 0"6' - 8"0' - 1 3/4" D1SCWF4HMSET#141543' - 0"6' - 8"0' - 1 3/4" D1SCWF4HMSET#141553' - 0"6' - 8"0' - 1 3/4" D1SCWF4HMSET#92093' - 0"6' - 8"0' - 1 3/4" D1SCWF3HM60 MIN.SET#12133' - 0"6' - 8"0' - 1 3/4" D1SCWF3HM60 MIN.SET#132173' - 0"6' - 8"0' - 1 3/4" D1SCWF3HM60 MIN.SET#13093' - 0"6' - 8"0' - 1 3/4" D1SCWF3HM60 MIN.SET#13133' - 0"6' - 8"0' - 1 3/4" D1SCWF3HM60 MIN.SET#133173' - 0"6' - 8"0' - 1 3/4" D1SCWF3HM60 MIN.SET#14093' - 0"6' - 8"0' - 1 3/4" D1SCWF3HM60 MIN.SET#14133' - 0"6' - 8"0' - 1 3/4" D1SCWF3HM60 MIN.SET#134173' - 0"6' - 8"0' - 1 3/4" D1SCWF3HM60 MIN.SET#15093' - 0"6' - 8"0' - 1 3/4" D1SCWF3HM60 MIN.SET#15133' - 0"6' - 8"0' - 1 3/4" D1SCWF3HM60 MIN.SET#135173' - 0"6' - 8"0' - 1 3/4" D1SCWF3HM60 MIN.SET#1A3' - 0"6' - 8"0' - 1 3/4" D1SCWF3HM20 MIN.SET#12B2' - 8"6' - 8"0' - 1 3/4" D1HCWF5 WOOD FRAMESET#14 1, 4C2' - 8"6' - 8"0' - 1 3/4" D5HCWF5 WOOD FRAMESET#19C22' - 8"6' - 8"0' - 1 3/4" D1HCWF5 WOOD FRAMESET#19D2' - 8"6' - 8"0' - 1 3/4" D1HCWF5 WOOD FRAMESET#14 1, 4G114' - 0"8' - 8"0' - 3"D8 STEELF7STEELPER MANUF.ST1A3' - 0"7' - 0"0' - 1 3/4" D1 INS HM F1HM90 MIN.SET#2 2ST1B3' - 0"7' - 0"0' - 1 3/4" D1HMF2HM90 MIN.SET#2 2ST1C3' - 0"7' - 0"0' - 1 3/4" D1 INS HM F2HM90 MIN.SET#2 2ST2A3' - 0"7' - 0"0' - 1 3/4" D1 INS HM F1HM90 MIN.SET#3 3ST2B3' - 0"7' - 0"0' - 1 3/4" D1 INS HM F2HM90 MIN.SET#2 2ST3A3' - 0"7' - 0"0' - 1 3/4" D1 INS HM F1HM90 MIN.SET#3 2, 3ST3B3' - 0"7' - 0"0' - 1 3/4" D1HMF2HM90 MIN.SET#2 2REV. DESCRIPTION DATE1 ADDENDUM 1 7/3/20193 ADDENDUM 3 8/2/20195 ADDENDUM 5 11/11/20197 SUPPLEMENTALINSTRUCTIONS 23/20/20209 SUPPLEMENTALINSTRUCTIONS 47/3/2020999999RFI 99 - Garage Door FramesRFI 99Door 100: Lockset #17 - locking door, with elecKeyFob access requiredDoor 101: Lockset #10 - to remain push/pull only101 DoorRFI 95Fire Rated Glass Clarification: Fire RatedGlazing is NOT required for any glazingthroughoutRFI 81RFI 73 - Stair Tower Windows:to be removed from all stair towersin SI #5RFI 73RFI 74 - Stairwell Door Sill Detail: Floors 3-5RFI 74RFI 26Door 150RFI 61RFI 62RFI 62 GALVANIZED METAL FLASHING AND DRIP EDGEFIBER CEMENT SIDINGW11SELF ADHERED MEMBRANE FLASHINGCONTINUOUS CAULK AROUND PERIMETERFIXED WINDOWCONTINUOUS CAULK AROUND PERIMETERGYPSUM BOARD RETURN2X WOOD BUCK10" CMUAIR/MOISTURE BARRIER1X FURRING / AIR GAPCONT. CAULK AROUND PERIMETERSTOREFRONT WINDOW FRAMINGSELF ADHERED MEMBRANE FLASHINGFLUID APPLIED MEMBRANE PER WALL TYPEFLUID APPLIED MEMBRANE PER WALL TYPECONT. CAULK AROUND PERIMETERSTOREFRONT WINDOW FRAMINGSELF ADHERED MEMBRANE FLASHINGWOOD BUCK CONT. AROUND PERIMETER ADJACENT TO CMU BLOCKGYPSUM BOARD OVER METAL FRAMINGCONT. CAULK AND BACKER ROD AROUND PERIMETERThe Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:SITE / CIVIL ENGINEERFAGAN ENGINEERS & LAND SURVEYORS, P.C.113 EAST CHEMUNG PLACEELMIRA, NEW YORK 14904CONTACT: 607.734.2165DATE:DOS ID#5001632STRUCTURAL ENGINEERTAITEM ENGINEERING, P.C.110 SOUTH ALBANY STREETITHACA, NEW YORK 14850CONTACT: 607.277.1118MEP ENGINEERTAITEM ENGINEERING, P.C.110 SOUTH ALBANY STREETITHACA, NEW YORK 14850CONTACT: 607.277.1118LANDSCAPE ARCHITECTWHITHAM PLANNING &DESIGN, LLC142 EAST STATE STREET, SUITE BITHACA, NEW YORK 14850CONTACT: 607.272.1290GENERAL CONTRACTORVECINO CONSTRUCTION305 WEST COMMERCIAL STREETSPRINGFIELD, MISSOURI 65803CONTACT: 417.720.1577Bruce Kayvon Adib-YazdiLicense No. 0386286/30/2020 12:06:49 PMBIM 360://18260 - Ithaca Arthaus NY/200619 - Ithaca - Arthaus_R19.rvtHEAD JAMB SILLDETAILSA60218260AuthorIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK3/12/2020REV. DESCRIPTION DATE9 SUPPLEMENTALINSTRUCTIONS 47/3/20203" = 1'-0"1WINDOW DETAIL - SILL - CMU3" = 1'-0"2STOREFRONT EIFS JAMB DETAIL93" = 1'-0"3STOREFRONT WOOD BUCK JAMB DETAIL 1. COMMUNITY ROOM AND ALL ACCESSIBLE DWELLING UNITS SHALL HAVE ACCESSIBLE (A.D.A. COMPLIANT) APPLIANCES. CONTRACTOR TO COORDINATE CASEWORK FABRICATION AND INSTALLATION WITH EACH APPLIANCE'S CLEAR OPENING REQUIREMENTS, TYPICAL.2. ACCESSIBLE REFRIGERATORS MUST HAVE 100% OF FRESH FOOD STORAGE SPACE AND 50% OF FREEZER STORAGE SPACE LESS THAN 54" ABOVE FLOOR SURFACE. CONTROLS AND OPERATING MECHANISMS MUST BE LESS THAN 54" ABOVE FLOOR SURFACE, BE OPERABLE WITH ONE HAND, NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST, AND REQUIRE FORCE LESS THAN 5 LBS. TO ACTIVATE.3. ACCESSIBLE DISHWASHERS MUST HAVE A 48" MAXIMUM HIGH FORWARD REACH AND A 15" MINIMUM LOW FORWARD REACH FOR CONTROLS AND OPERATING MECHANISMS. CONTROLS AND OPERATING MECHANISMS MUST BE OPERABLE WITH ONE HAND, NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST, AND REQUIRE FORCE LESS THAN 5 LBS. TO ACTIVATE. ALL RACK SPACE MUST BE ACCESSIBLE FROM THE FRONT OF THE DISHWASHER FOR LOADING AND UNLOADING DISHES. 4. ACCESSIBLE OVEN / RANGES MUST HAVE A 48" MAXIMUM HIGH FORWARD REACH AND A 15" MINIMUM LOW FORWARD REACH FOR CONTROLS AND OPERATING MECHANISMS. CONTROLS AND OPERATING MECHANISMS MUST BE OPERABLE WITH ONE HAND, NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST, AND REQUIRE FORCE LESS THAN 5 LBS. TO ACTIVATE. THE LOCATION FOR CONTROLS SHALL NOT REQUIRE REACHING ACROSS THE BURNERS TO OPERATE.5. ACCESSIBLE MICROWAVES MUST HAVE A 48" MAXIMUM HIGH FORWARD REACH AND A 15" MINIMUM LOW FORWARD REACH FOR CONTROLS AND OPERATING MECHANISMS. CONTROLS AND OPERATING MECHANISMS MUST BE OPERABLE WITH ONE HAND, NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST, AND REQUIRE FORCE LESS THAN 5 LBS. TO ACTIVATE.6. ACCESSIBLE WASHERS AND DRYERS MUST HAVE A 48" MAXIMUM HIGH FORWARD REACH AND A 15" MINIMUM LOW FORWARD REACH FOR CONTROLS, OPERATING MECHANISMS, AND BOTTOM OF DRUM. CONTROLS AND OPERATING MECHANISMS MUST BE OPERABLE WITH ONE HAND, NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST, AND REQUIRE FORCE LESS THAN 5 LBS. TO ACTIVATE. FOR COMPACT FRONT-LOAD WASHERS & DRYERS, CONTRACTOR TO CONSTRUCT FIXED WOOD PLATFORM TO RAISE APPLIANCES IN ACCESSIBLE UNITS AT LEAST 4". PLATFORM TO BE FULL WIDTH OF ROOM / CLOSET TO SUPPORT BOTH WASHER & DRYER.ACCESSIBLE APPLIANCE NOTESMOUNTING HEIGHT SCHEDULE -PUBLIC AREASWALL-MOUNTEDLAVATORY (ACCESSIBLE)2' - 10" MAX2' - 3" MIN.8" MIN9" MIN.MIN11"PROVIDE 27" MIN. KNEESPACEBABY CHANGING STATION(WALL MOUNTED)MIRROR(SURFACE MOUNTED)SEAT-COVERDISPENSER(SURFACE MOUNTED)PAPER TOWEL DISPENSER(SURFACE MOUNTED)SOAP DISPENSER(SURFACE MOUNTED)TOUCHLESS PAPER TOWELDISPENSER(SEMI-RECESSED)CLOTHESHOOKSFREESTANDING WASTERECEPTACLETOILETTISSUEDISPENSERSTANDARD STALLS5' - 0"ADD. IN HC STALL4' - 0" MAX.T.O. OF OPERABLE DEVICES4' - 0" MAX. TO7"-9"1' - 7" MIN.T.O. OF OPERABLE DEVICES4' - 0" MAX. TOINLET SHALL BEWITHIN ACC.REACH RANGETO RIM OF SURFACE28"-34" A.F.F3' - 4" MAX.2' - 11"NOTE: ALL HORIZONTAL GRAB BARS SHALL BE MOUNTED 33"-36" FROM FINISHED FLOOR TO TOP OF GRIPPING SURFACE, UNLESS NOTED OTHERWISE.STANDARD MTG. HEIGHTSACCESSIBLE MOUNTING HEIGHTSSTREAM4" WATER3' - 4""HIGH" SPOUT OUTLETS OF DRINKING FOUNTAINS FOR STANDING PERSONS SHALL BE 38" MINIMUM AND 43" MAXIMUM ABOVE THE FINISH FLOOR OR GROUND.TO SPOUT2' - 11 255/256" MAXMIN.2' - 3"9" MIN.6" MAX.8" MIN.17"-19"THE SPOUT LOCATION SHALL BE LOCATED 15" MINIMUM FROM THE VERTICAL SUPPORT AND 5" MAXIMUM FROM THE FRONT EDGE OF THE UNIT, INCLUDING BUMPERS17"-24"17" MAX.URINALURINAL (ACCESSIBLE)WALL-MOUNTEDLAVATORY2' - 7"19" - 24"17"-19"39" - 41"1' - 6"MIN1' - 0"39" - 41"TOILET (ACCESSIBLE)TOILET (ACCESSIBLE)7"-9"MAX1' - 0"54" MIN39" - 41"42" GRAB BAR18" GRAB BAR18" GRAB BAR36" GRAB BAR1' - 7"WATER SUPPLY AND DRAINS SHALL BE INSULATED OR CONFIGURED TO PROTECT AGAINST DIRECT CONTACT.PUSH BUTTON MUST BE WITHIN REACH RANGE AND ACTIVATION SHALL NOT REQUIRE TIGHT GRASPING OR PINCHING33" - 36"33" - 36"3' - 0"3' - 0"2' - 6"1' - 8"2' - 10"PROVIDE BLOCKING FOR UPPER CABINETRY TYP.7' - 0"1' - 0"3' - 0"3' - 0"6' - 0"101.03PROVIDE BLOCKING FOR UPPER CABINETRY TYP.3' - 0"1' - 6"2' - 6"1' - 6"3' - 1"2' - 6"3' - 0"2' - 0"2' - 6"2' - 6"123542' - 6"1' - 8"2' - 10"922.0610.051' - 6"10.0522.06KEYNOTE LEGEND01.03 WALL SURFACE THAT CABINETS SHALL BE MOUNTED TO.10.05 SINGLE POST TOILET TISSUE HOLDER EQUAL TO "LUGANO SERIES"(LG-PH1) BY SURE-LOC HARDWARE, INC.10.06 TOWEL RING EQUAL TO "LUGANO SERIES" (LG-TR1) BY SURE-LOCHARDWARE, INC.10.09SHOWER CURTAIN ROD.10.24 PARTIALLY RECESSED MEDICINE CABINET WITH 18" x 24" MIRROR.22.04COMBINATION TUB / SHOWER ENCLOSURE. REFER TO PLUMBINGFIXTURE SCHEDULE FOR SPECIFICATIONS. CONTRACTOR TO REFER TO MANUFACTURER'S WRITTEN ROUGH OPENING REQUIREMENTS AND COORDINATE FRAMING AS REQUIRED. NOTE: WALL BLOCKING FOR FUTURE GRAB BARS (GENERAL NOTE #1) COMPLYING WITH SECTION 607.4.2 OF THE 2009 ICC / ANSI A117.1 AMERICAN NATIONAL STANDARDS MAY BE FACTORY-INSTALLED.22.06 TOILET, SEE PLUMBING.22.08 VANITY SINK 37" CLEAR, SEE PLUMBING.01.03PROVIDE BLOCKING FOR UPPER CABINETRY TYP.1' - 6"3' - 1"2' - 6"3' - 0"2' - 0"2' - 6"2' - 6"3' - 0"1' - 6"2' - 6"1' - 6"134522' - 6"1' - 8"2' - 10"91. FULL-SIZE REFRIDGERATOR: TOP FREEZER WITH ICE MAKER. NO EXTERNAL ICE/WATER DISPENSER. APPROXIMATE 18 CU. FT. CAPACITY. BASIS-OF-DESIGN FOR REFRIDGERATOR'S MAX. DIMENSIONS (70"H x 31"D x 31"W). SEE A.D.A. REQUIREMENTS. 2. BUILT-IN DISHWASHER: 24" WITH FULLY-VISIBLE PUSH-BUTTON CONTROL PANEL AND INNER PLASTIC TUB. VERIFY HEIGHT WITH COUNTERTOP REQUIREMENTS.3. FREE-STANDING ELECTRIC OVEN / RANGE: 30", 4-ELEMENT, SMOOTH CERAMIC GLASSTOP COOKING SURFACE AND SELF-CLEANING OVEN. AT A MINIMUM, "TYPE A" UNITS (ALL UNITS PREFERRED) TO HAVE FRONT-MOUNTED CONTROLS THAT DO NOT REQUIRE REACHING ACROSS BURNERS. 4. RANGE HOOD: RANGE HOOD, VARIABLE SPEED FAN, COOKTOP LIGHT, AND REMOVABLE FILTER. RANGE HOOD FAN AND LIGHT SHALL BE HARD WIRED TO WALL SWITCH LOCATED NEAR OVEN / RANGE AND ABOVE OPEN KNEE SPACE WORKSTATION (SEE ELEVATIONS). 5. ON-COUNTER MICROWAVE: 1.4 CU. FT. 1100 WATT, AND SIZED TO FIT IN SPACE APPROX. 15" TALL BY 24" WIDE. NOTE CAPACITY & WATTAGE AREMAXIMUMS.APPLIANCE NOTESGENERAL APPLIANCE NOTES:• ALL RESIDENTIAL AND COMMON AREA REFRIGERATORS, DISHWASHERS, CLOTHES WASHERS, CEILING FANS, AND VENDING MACHINES MUST BE ENERGY STAR CERTIFIED.• ALLOW INSPECTION OF ALL APPLIANCES. PROVIDE SUBMITTAL TO THE RESPONSIBLE PARTY AND INFORM THEM IMMEDIATELY AFTER INSTALLATION. ENSURE THE ENERGY STAR LABEL REMAINS ATTACHED TO PRODUCTS AND APPLIANCES.910.2410.06REFER TO SHEET G002 & G003 FOR ACCESSIBLE VANITY10.0910.2422.04REFER TO SHEET G002 & G003 FOR ACCESSIBLE VANITY10.0910.2410.0622.042' - 6 1/4"REFER TO SHEET G002 & G003 FOR ACCESSIBLE VANITYThe Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:SITE / CIVIL ENGINEERFAGAN ENGINEERS & LAND SURVEYORS, P.C.113 EAST CHEMUNG PLACEELMIRA, NEW YORK 14904CONTACT: 607.734.2165DATE:DOS ID#5001632STRUCTURAL ENGINEERTAITEM ENGINEERING, P.C.110 SOUTH ALBANY STREETITHACA, NEW YORK 14850CONTACT: 607.277.1118MEP ENGINEERTAITEM ENGINEERING, P.C.110 SOUTH ALBANY STREETITHACA, NEW YORK 14850CONTACT: 607.277.1118LANDSCAPE ARCHITECTWHITHAM PLANNING &DESIGN, LLC142 EAST STATE STREET, SUITE BITHACA, NEW YORK 14850CONTACT: 607.272.1290GENERAL CONTRACTORVECINO CONSTRUCTION305 WEST COMMERCIAL STREETSPRINGFIELD, MISSOURI 65803CONTACT: 417.720.1577Bruce Kayvon Adib-YazdiLicense No. 0386286/30/2020 12:06:53 PMBIM 360://18260 - Ithaca Arthaus NY/200619 - Ithaca - Arthaus_R19.rvtCASEWORK ANDBATHROOMELEVATIONSA70118260AuthorIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK3/12/20201/2" = 1'-0"1INTERIOR ELEVATION - PUBLIC KITCHEN1/2" = 1'-0"2INTERIOR ELEVATION - UNIT KITCHEN - TYPICAL1/2" = 1'-0"4COMM. ROOM - BATHROOM 1 SINK1/2" = 1'-0"5COMM. ROOM - BATHROOM 1 TOILET1/2" = 1'-0"3INTERIOR ELEVATION - UNIT KITCHEN - TYPE A1/2" = 1'-0"6INT. ELEV. BATHROOM TYPE A1/2" = 1'-0"7INT. ELEV. BATHROOM TYPE A 11/2" = 1'-0"8INT. ELEV. BATHROOM TYPE A 2REV. DESCRIPTION DATE3 ADDENDUM 3 8/2/20195 ADDENDUM 5 11/11/20197 SUPPLEMENTALINSTRUCTIONS 23/20/20209 SUPPLEMENTALINSTRUCTIONS 47/3/2020NOTE: BATHROOMS IN ALL UNITS SHALL BE MINIMUM 'TYPE A'. REFER TO G002 FOR REFERENCE.Medicine Cabinets - Surface MountRFI 109Roll In ShowersRFI 64 1. ALL COUNTERTOPS AT SINKS SHALL BE CONSTRUCTED OF HIGH-DENSITY PARTICLE BOARD FOR APPLICATION OF PLASTIC LAMINATE FINISH. 2. INTERIOR SURFACES AND SHELVES TO HAVE "WHITE" MELAMINE CLAD FINISH. 3. ALL CABINET SHELF SUPPORTS SHALL BE EQUAL TO 331 SERIES METAL SHELF PINS BY KNAPE & VOGT. INSTALL (4) CABINET SHELF PINS PER SHELF. 4. PROVIDE AND INSTALL CONCEALED-TYPE CABINET DOOR HINGES. 5. INSTALL BLOCKING IN WALLS TO SECURELY ANCHOR CASEWORK AND SHELVING. 6. ALL CASEWORK DIMENSIONS ARE TO FACE OF FINISHED SURFACES UNLESS NOTED OTHERWISE. FIELD VERIFY ALL FINISHED CLEARANCES PRIOR TO CASEWORK FABRICATION AND INSTALLATION. 7. CUT CABINETS AND/ OR COUNTERTOPS TO FIT AROUND WALL PILASTERS, OFFSETS, AND OTHER IRREGULARITIES WHERE REQUIRED. 8. ALL DRAWERS SHALL HAVE FULL DEPTH DRAWER SLIDES AND HARDWARE EQUAL TO KNAPE & VOGT. INSTALL FLUSH DRAWER FRONTS TO MATCH CABINET FINISH. 9. CASEWORK ELEVATIONS SHOW THE GENERAL DESIGN INTENT. CASEWORK CONTRACTOR IS RESPONSIBLE FOR CABINET BRACING AND CONSTRUCTION METHODS EVEN IF NOT SPECIFICALLY SHOWN OR NOTED ON THE DRAWINGS. 10. FINISH ALL EXPOSED END PANELS OF CASEWORK TO MATCH ADJACENT EXPOSED CASEWORK SURFACES UNLESS NOTED OTHERWISE. 11. SCRIBE TO WALLS AND APPLY BEAD OF PAINTABLE CAULK TO MATCH WALL FINISH. INSTALL FILLER STRIPS AND TRIM STRIPS WHERE REQUIRED. 12.CASEWORK SUPPLIER TO PROVIDE CABINETS PULLS. 4" BAR PULL IN MATTE BLACK FINISH.13. AT COUNTERTOPS WITH NO BASE CABINETS, MANUFACTURER TO SUPPLY COUNTERTOP METAL SUPPORTS AND GROMMET COVERS.CASEWORK NOTES10.2422.0410.0610.09PROVIDE BLOCKING PER SHEETS G002 & G003REFER TO SHEET G002 & G003 FOR ACCESSIBLE VANITY2' - 7"10.2410.063' - 1"REFER TO SHEET G002 & G003 FOR ACCESSIBLE VANITY2' - 7"2' - 0"22.0422.0813.0410.0610.09PROVIDE BLOCKING PER SHEETS G002 & G0031' - 6"3'-0" MAX22.0610.0522.04PROVIDE BLOCKING PER SHEETS G002 & G003PROVIDE BLOCKING PER SHEETS G002 & G0033'-0" MAX22.06PROVIDE BLOCKING PER SHEETS G002 & G0033' - 1"2' - 7"10.2422.0410.0610.09PROVIDE BLOCKING PER SHEETS G002 & G003REFER TO SHEET G002 & G003 FOR ACCESSIBLE VANITY3' - 1"2' - 7"22.0410.2410.0610.09PROVIDE BLOCKING PER SHEETS G002 & G003REFER TO SHEET G002 & G003 FOR ACCESSIBLE VANITY3'-0" MAX22.06PROVIDE BLOCKING PER SHEETS G002 & G003KEYNOTE LEGEND01.03 WALL SURFACE THAT CABINETS SHALL BE MOUNTED TO.08.07REFER TO WINDOW SCHEDULE ON SHEET A-601 FOR WINDOW SIZESAND TYPE.10.05 SINGLE POST TOILET TISSUE HOLDER EQUAL TO "LUGANO SERIES"(LG-PH1) BY SURE-LOC HARDWARE, INC.10.06 TOWEL RING EQUAL TO "LUGANO SERIES" (LG-TR1) BY SURE-LOCHARDWARE, INC.10.09SHOWER CURTAIN ROD.10.24 PARTIALLY RECESSED MEDICINE CABINET WITH 18" x 24" MIRROR.13.03 RETRACTABLE POCKET DOORS (TYPE A UNITS ONLY).REFER TO SHEET A001 FOR TYPE 'A' LOCATIONS. REFER TO FIGURES ON SHEET G002 FORADAPTABLE CLEARANCES AND REQUIREMENTS.13.04 REFER TO FIGURES ON SHEET G002 FOR ADAPTABLE VANITY KNEE/TOECLEARANCE AND REMOVABLE SLOPED ACCESS PANEL REQUIREMENTS(TYPE A UNITS ONLY). REFER TO SHEET A001 FOR TYPE 'A' LOCATIONS.22.04 COMBINATION TUB / SHOWER ENCLOSURE. REFER TO PLUMBINGFIXTURE SCHEDULE FOR SPECIFICATIONS. CONTRACTOR TO REFER TOMANUFACTURER'S WRITTEN ROUGH OPENING REQUIREMENTS ANDCOORDINATE FRAMING AS REQUIRED. NOTE: WALL BLOCKING FORFUTURE GRAB BARS (GENERAL NOTE #1) COMPLYING WITH SECTION607.4.2 OF THE 2009 ICC / ANSI A117.1 AMERICAN NATIONAL STANDARDSMAY BE FACTORY-INSTALLED.22.06 TOILET, SEE PLUMBING.22.08 VANITY SINK 37" CLEAR, SEE PLUMBING.26.02 LIGHTING FIXTURE. REFER TO ELECTRICAL DRAWINGS.PROVIDE BLOCKING PER SHEETS G002 & G0032' - 7"PROVIDE BLOCKING PER SHEETS G002 & G0032' - 7"PROVIDE BLOCKING PER SHEETS G002 & G0031' - 6"2' - 7"22.0610.05PROVIDE BLOCKING PER SHEETS G002 & G0032' - 7"10.2422.0410.0610.09REFER TO SHEET G002 & G003 FOR ACCESSIBLE VANITYPROVIDE BLOCKING PER SHEETS G002 & G003PROVIDE BLOCKING PER SHEETS G002 & G00310.0522.06PROVIDE BLOCKING PER SHEETS G002 & G00310.052' - 6"MOUNTING HEIGHT SCHEDULE -DWELLING UNITSCORNER SOAPDISHCURTAIN RODTOWEL BARSURFACE MTD.STANDARDMIRRORTOWEL/ROBE HOOKS SURFACE MOUNTEDMAX.4' - 0" A.F.F.4' - 0"VARIESVARIES5' - 4"19" - 24"17"-19"39" - 41"16" - 18"MIN1' - 0"39" - 41"ACC. ROOMS ONLY4' - 0"EQEQ17"-19"1' - 8"EQEQEQEQNOTE: ALL HORIZONTAL GRAB BARS SHALL BE MOUNTED 33"-36" FROM FINISHED FLOOR TO TOP OF GRIPPING SURFACE, UNLESS NOTED OTHERWISE. BLOCKING AT GRAB BARS IS SHOWN DASHED.7' - 0" ROUGH-IN7' - 0" ROUGH-IN7' - 0" ROUGH-IN4' - 0" A.F.F.ACC. TOILETACC. TOILETF.F.33" - 36"8" - 10"33" - 36"33" - 36"5' - 3"5"7"10"ACC. TUB CONTROL ENDACC. TUBBACK WALLACC. TUBHEAD END15"-16"ACC. SHOWERSEAT END WALLACC. SHOWERBACK WALL3" MAX.1 1/2" MAX.17" - 19"17" - 19"15"-16"33" - 36"3' - 2"10"1' - 8"2' - 2"33" - 36"48" MAX.ACC. SHOWERCONTROL ENDTYP. NON ACC. SHOWERBACK WALL8"2' - 10"7' - 0" ROUGH-IN7" - 9"MAX1' - 0"54" MIN39" - 41"42" GRAB BAR18" GRAB BAR18" GRAB BAR36" GRAB BAR18" TOWEL BARTYP. AT ALL ROOMS6' - 8"2"12" GRAB BAR17"-19"24" GRAB BAR24" GRAB BARMAX.2' - 0"MAX12" 24" GRAB BAR30" GRAB BAR6" MAXMAX.2' - 3"24" GRAB BAR6" MAX.CONTROL MOUNTING LOCATIONDIVERTER CONTROL33" - 36"33" - 36"ACC. MIRRORTO SURFACE3' - 4" MAX.VARIESVARIESTOWEL RING3' - 8"REFER TO SHEET G002 & G003 FOR ACCESSIBLE VANITY10.24REFER TO SHEET G002 & G003 FOR ACCESSIBLE VANITYFILLER PANEL10.2410.24REFER TO SHEET G002 & G003 FOR ACCESSIBLE VANITYThe Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:SITE / CIVIL ENGINEERFAGAN ENGINEERS & LAND SURVEYORS, P.C.113 EAST CHEMUNG PLACEELMIRA, NEW YORK 14904CONTACT: 607.734.2165DATE:DOS ID#5001632STRUCTURAL ENGINEERTAITEM ENGINEERING, P.C.110 SOUTH ALBANY STREETITHACA, NEW YORK 14850CONTACT: 607.277.1118MEP ENGINEERTAITEM ENGINEERING, P.C.110 SOUTH ALBANY STREETITHACA, NEW YORK 14850CONTACT: 607.277.1118LANDSCAPE ARCHITECTWHITHAM PLANNING &DESIGN, LLC142 EAST STATE STREET, SUITE BITHACA, NEW YORK 14850CONTACT: 607.272.1290GENERAL CONTRACTORVECINO CONSTRUCTION305 WEST COMMERCIAL STREETSPRINGFIELD, MISSOURI 65803CONTACT: 417.720.1577Bruce Kayvon Adib-YazdiLicense No. 0386286/30/2020 12:06:59 PMBIM 360://18260 - Ithaca Arthaus NY/200619 - Ithaca - Arthaus_R19.rvtCASEWORK ANDBATHROOMELEVATIONSA70218260LAHIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK3/12/20201/2" = 1'-0"1INT. ELEV. - BATHROOM 1 SINK1/2" = 1'-0"5INT. ELEV. - BATHROOM 2 SINK1/2" = 1'-0"4INT. ELEV. - BATHROOM 2 BATHTUB1/2" = 1'-0"6INT. ELEV. - BATHROOM 2 TOILET1/2" = 1'-0"16INT. ELEV. - BATHROOM 5 TOILET1/2" = 1'-0"12INT. ELEV. - BATHROOM 4 SINK1/2" = 1'-0"11INT. ELEV. - BATHROOM 3 SINK1/2" = 1'-0"9INT. ELEV. - BATHROOM 3 TOILET1/2" = 1'-0"8INT. ELEV. - BATHROOM 3 BATHTUB 11/2" = 1'-0"10INT. ELEV. - BATHROOM 3 BATHTUB 21/2" = 1'-0"13INT. ELEV. - BATHROOM 4 TOILET1/2" = 1'-0"2INT. ELEV. - BATHROOM 1 TOILET1/2" = 1'-0"14INT. ELEV. - BATHROOM 5 SINK1/2" = 1'-0"7INT. ELEV. - BATHROOM 2 TOILET SIDE1/2" = 1'-0"3INT. ELEV. - BATHROOM 1 BATHTUB1/2" = 1'-0"15INT. ELEV. - BATHROOM 5 BATHTUB1/2" = 1'-0"17Sink Elev.1/2" = 1'-0"18Sink Elev. 21/2" = 1'-0"19Sink Elev. 3REV. DESCRIPTION DATE5 ADDENDUM 5 11/11/20197 SUPPLEMENTALINSTRUCTIONS 23/20/20209 SUPPLEMENTALINSTRUCTIONS 47/3/2020NOTE: BATHROOMS IN ALL UNITS SHALL BE MINIMUM 'TYPE A'. REFER TO G002 FOR REFERENCE.9Roll In ShowersRFI 64 The Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:SITE / CIVIL ENGINEERFAGAN ENGINEERS & LAND SURVEYORS, P.C.113 EAST CHEMUNG PLACEELMIRA, NEW YORK 14904CONTACT: 607.734.2165DATE:DOS ID#5001632STRUCTURAL ENGINEERTAITEM ENGINEERING, P.C.110 SOUTH ALBANY STREETITHACA, NEW YORK 14850CONTACT: 607.277.1118MEP ENGINEERTAITEM ENGINEERING, P.C.110 SOUTH ALBANY STREETITHACA, NEW YORK 14850CONTACT: 607.277.1118LANDSCAPE ARCHITECTWHITHAM PLANNING &DESIGN, LLC142 EAST STATE STREET, SUITE BITHACA, NEW YORK 14850CONTACT: 607.272.1290GENERAL CONTRACTORVECINO CONSTRUCTION305 WEST COMMERCIAL STREETSPRINGFIELD, MISSOURI 65803CONTACT: 417.720.1577Bruce Kayvon Adib-YazdiLicense No. 0386282/4/2020 8:47:43 AMBIM 360://80.01.18260 - Ithaca Arthaus NY/191004 - Ithaca - Arthaus_R19.rvtFINISH SCHEDULEA70318260AuthorIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK07/23/2019PUBLIC SPACE FINISH SCHEDULEName Number Floor FinishBaseFinishCeiling FinishWALL FINSIHNorth EastSouthWestCOMMUNITYROOM151 SCVB1 P4P1P1P1P1RESTROOM 108 SCVB1 ACT P1P1P1P1RESTROOM 109 SCVB1 ACT P1P1P1P1ELECTRICAL 111 SCVB1 P4P1P1P1P1SUPPORTIVESERVICESOFFICE105 CPT1VB1 P4P1P1P1P1CONFERENCE 102 CPT1VB1 P4P2P2P2P2GALLERY OFFICE 116 SCVB1 P4P1P1P1P1STUDIO SPACE 112 SCVB1 P4P1P1P1P1FITNESS 155 CPT2VB1 P4P2P2MP2MECH106 SCVB1 P4P1P1P1P1VESTIBULE 100 SCVB1 P4P1P1P1P1LOBBY 101 SCVB1 P4P1P1P5P1VESTIBULE 107 SCVB1 P4P1P1P1P1STAIR 3 ST3 SC/VTNA P4P1P1P1P1STAIR 2 ST2 SC/VTNA P4P1P1P1P1STAIR 1 ST1 SC/VTNA P4P1P1P1P1STORAGE 152 SCVB1 P4P1P1P1P1RESTROOM 153 SCVB1 ACT P1P1P1P1RESTROOM 154 SCVB1 ACT P1P1P1P1GALLERY 114 SCVB1 P4P1P1P1P1STORAGE 113 SCVB1 P4P1P1P1P1PROPERTYMANAGEMENTOFFICE104 CPT1VB1 P4P1P1P1P1BREAKROOM 115 SCVB1 P4P1P1P1P1STUDIO 112 SCVB1 P4P1P1P1P1CLOSET 103 SCVB1 P4P1P1P1P1GENERAL FINISH NOTES1. ALL FINISH MATERIALS SHALL BE ORDERED AND INSTALLED AS SPECIFIED IN THE FINISH SCHEDULE AND PER THE MANUFACTURER’S SPECIFICATIONS. ANY DEFERENCE FROM THE RECOMMENDATIONS OF THE MANUFACTURER’S PREPARATION, INSTALLATION MATERIALS, AND INSTRUCTIONS MAY VOID PRODUCT WARRANTY AND IF THAT OCCURS THE EXPENSE WILL BE THE RESPONSIBILITY OF THE GC FOR RESOLUTION SHOULD THE PRODUCT FAIL.2. PROVIDE PHYSICAL SUBMITTALS AND SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO ORDERING. ALLOW 2 WEEKS FOR PROCESSING SHOP DRAWINGS. ALLOW FOR LONG LEADTIMES AS NECESSARY.3. GC TO VERIFY ALL QUANTITIES AND DIMENSIONS PRIOR TO ORDERING. 4. ALL INTERIOR FINISHES ARE TO HAVE A FLAME SPREAD INDEX NOT GREATER THAN THAT SPECIFIED BY THE NY STATE BUILDING CODE. 5. EXTEND ALL FLOOR FINISHES UNDER CASEWORK AND INTO KNEE SPACES UON.6. PREPARE EXISTING FLOOR SURFACES TO RECEIVE INSTALLATION OF NEW FLOOR COVERINGS PER MANUFACTURER’S RECOMMENDATIONS. PREPARATION INCLUDES REMOVAL OF ALL LUMPS OR PROJECTIONS AND FILLING OF UNEVEN AREAS WHICH ARE CONSIDERED DETRIMENTAL TO THE PROPER INSTALLATION OF FLOOR COVERINGS. SUBSTRATE TO BE PER INDUSTRY STANDARDS FOR EACH DISCIPLINE AT MINIMUM.7. ALL ROOM-TO-ROOM FLOORING FINISH TRANSITIONS ARE TO OCCUR AT THE CENTER OF THE DOOR JAMB.8. PROVIDE SLAB FLASHING AT TRANSITIONS BETWEEN TILE AND CARPET AS NECESSARY WITH 1/8” PER FOOT MAXIMUM SLOPE. NO TRANSITION BETWEEN FLOORING FINISHES WILL BE GREATER THAN ½” IN HEIGHT PER ANSI.9. PROVIDE FLOOR TRANSITION STRIPS AS INDICATED PER TRANSITION DETAILS. IF TRANSITION IS NOT PROVIDED, REQUEST DETAIL FROM ARCHITECT.10. ALL FINISHES ARE TO BE INSTALLED IN THE PROPER CONDITIONS PER THE MANUFACTURER’S RECOMMENDATIONS INCLUDING CONDITIONED SPACES FOR MILLWORK INSTALLATION.11. ALL INSTALLED FINISHES ARE TO BE PROTECTED FROM OTHER TRADES AND INSTALLATIONS TO AVOID DAMAGE AS NECESSARY. EXAMINE ALL AREAS OF CONSTRUCTION AFTER COMPLETION OF WORK BY ALL TRADES INCLUDING CABLING, TELEPHONE, AND FINISHES INSTALLATIONS, ETC., AND APPROVE ALL NECESSARY TOUCH-UP PAINTING AND/OR PATCHING. ANY DAMAGE THAT OCCURS DURING CONSTRUCTION WILL BE ADDRESSED BY THE GENERAL CONTRACTOR PRIOR TO TURNING OVER THE BUILDING.12. UPON COMPLETION, ALL SURFACES SHALL BE CLEANED BY THE CONTRACTOR AND INCLUDE THE REMOVAL OF ALL SPOTS OF ADHESIVE AND SURFACE STAINS AS NEEDED. ALL SCRAPS, CARTONS, AND CONTAINERS SHALL BE REMOVED AND PROPERLY DISPOSED OF.13. ANY JOB CONDITION NOT SPECIFIED HEREIN OR THAT IS INCONSISTENT WITH THE SPECIFICATIONS ARE TO BE BROUGHT TO THE ARCHITECT’S ATTENTION FOR FINAL RESOLUTION.14. ALL ACOUSTIC CEILING TILE SYSTEMS TO BE ARMSTRONG OPTIMA SQUARE TILES OR EQUAL. 15. THE MECHANICAL/UTILITY ROOM AND THE SPRINKLER ROOM CAN HAVE AN UNPAINTED DRYWALL FINISH. DRYWALL SHALL BE MUDDED, TAPED AND FIRE CAULKED.UNIT FINISH SCHEDULEName Floor Finish Base Finish Wall Finish Ceiling Finish1 BED UNIT LVT1VB2P1P12 BED UNIT LVT1VB2P1P1STUDIO UNIT LVT1VB2P1P1FINISH SCHEDULE GENERAL NOTES1. TYPICAL OF ALL UNITS. ADDITIONAL BEDROOMS AND BATHROOMS SHALL DUPLICATE FINISHES ABOVE.2. REFERENCE FINISH LEGEND FOR CASEWORK & COUNTERTOPS FINISH PER LOCATION.3. ALL DOORS AND CASINGS TO BE PAINTED P3.4. REFRENCE FINISH LEGEND FOR CEILING PAINT5. ALL CORRIDORS TO BE LVT1 WITH EXCEPTION OF THE FIRST FLOOR WHICH IS SC. WINDOW TREATMENT1. PROVIDE 1" VINYL BLINDS AT ALL DWELLING UNIT WINDOWS.FLOORINGLVT-1LUXURY VINYL TILE MANUFACTURER: J & J INVISION STYLE: 965-L2512 OZARK COLOR: 0800 ASPEN SIZE: 9"x48" WEAR LAYER: 12 MIL INSTALL: 1/3 OFFSETCPT-1 CARPET TILE MANUFACTURER: J&J INVISION STYLE: 965 -REVERIE 7684 MODULAR SIZE: 12" X 48" COLOR: 2616 CHALK BACKING: STANDARD INSTALL METHOD: ASHLARCPT-2 CARPET TILE KINETEX -FITNESS MANUFACTURER: J&J INVISION STYLE: 965 -STIPPLE 1838 MODULAR SIZE: 24" X 24" COLOR: 2684 DAPPLED BACKING: STANDARD INSTALL METHOD: ASHLAR SCSEALED CONCRETE -SEE SPECVTMANUFACTURER: JOHNSONITE STAIR TREAD: JOHNSONITE VINYL VISUALLY IMPAIRED SAFE T-RIB, SQUARE NOSE, VIHT-XXX-SQCOLOR: AS SELECTED BY ARCHITECTRISE MATERIAL: JOHNSONITE 6" VINYL BASECOLOR: TA4 GATEWAY WGWALL BASEVB1VINYL BASEMANUFACTURER: JOHNSONITESIZE: 4" COILCOLOR: TA4 GATEWAY WG VB2VINYL BASEMANUFACTURER: JOHNSONITESIZE: 4" COILCOLOR: 281 GRIZZLY WG TMBATHTUB MOULDING TRANSITIONPAINTP1PAINT-ALL WALLS & UNIT CEILINGS (FEILD COLOR)MANUFACTURER: SHERWIN WILLIAMSTYPE: PROMAR 200 ZERO VOC INTERIOR LATEX PAINTCOLOR: SW 7043 WORLDLY GRAYFINISH: EGGSHELLP2PAINT-WALL COLOR MANUFACTURER: SHERWIN WILLIAMSTYPE: PROMAR 200 ZERO VOC INTERIOR LATEX PAINTCOLOR: SW 7624 SLATE TILE FINISH: EGGSHELLP3PAINT-DOORS & DOOR CASINGS MANUFACTURER: SHERWIN WILLIAMSTYPE: PROMAR 200 ZERO VOC INTERIOR LATEX PAINTCOLOR: SW 7069 IRON ORE FINISH: SEMI-GLOSSP4PAINT - (COMMUNITY SPACE) CEILINGSMANUFACTURER: SHERWIN WILLIAMSTYPE: PROMAR 200 ZERO VOC INTERIOR LATEX PAINTCOLOR: SW 9166 DRIFT OF MISTFINISH: FLATP5PAINT -ACCENT COLOR (MAILBOX WALL)MANUFACTURER: SHERWIN WILLIAMSTYPE: PROMAR 200 ZERO VOC INTERIOR LATEX PAINTCOLOR: SW 6215 ROCKY RIVERFINISH: EGGSHELLWOOD CASEWORKWD-1WOOD CABINETSMANUFACTURER: SMART CABINETRY TYPE: CAMBRIDGE -MAPLE COLOR: TBDDOOR STYLE: SHAKERHARDWARE: 4" BAR PULLSLOCATIONS: UNIT KITCHENS & BATHROOMSWD-1PAINTED WOOD CABINETSMANUFACTURER: SMART CABINETRY TYPE: CAMBRIDGE -MAPLECOLOR: STONE -PAINTEDDOOR STYLE: SHAKERHARDWARE: 4" BAR PULLSLOCATIONS: COMMUNITY KITCHEN & BATHROOMSCOUNTERTOPSPL-1PLASTIC LAMINATE COUNTERTOPMANUFACTURER: BASIS OF DESIGN-NEVAMARCOLOR: SELECTED FROM FULL LINE OF STANDARD COLORSTHICKNESS: 1-1/2"EDGE: SEAMLESS EDGEBACKSPLASH & SIDESPLASH: 4"LOCATION: UNIT KITCHEN COUNTERTOPSPL-2PLASTIC LAMINATE COUNTERTOPMANUFACTURER: BASIS OF DESIGN-NEVAMARCOLOR: SELECTED FROM FULL LINE OF STANDARD COLORSTHICKNESS: 1-1/2"EDGE: SEAMLESS EDGELOCATION: BATHROOM VANITY COUNTERTOPSPL-3PLASTIC LAMINATE COUNTERTOPMANUFACTURER: NEVAMARCOLOR: AE0500 SD STEPPING STONETHICKNESS: 1-1/2"EDGE: SEAMLESS EDGELOCATION: COMMUNITY KITCHEN COUNTERTOPSTOILET PARTITIONSTP-1 PARTITIONSMANUFACTURER: BASIS OF DESIGN-SCRANTONTYPE: POWDER-COATED STEEL PARTITIONSCOLOR: MANUFACTURER'S STANDARD COLORSMOUNTING: FLOOR MOUNT. WALL MOUNTED URINAL SCREEN. HARDWARE: PROVIDE SURFACE MOUNT LATCHES,COAT HOOK, BUMPER, & CONTINUOUS HINGES.MISC.MPROVIDE MIRRORS AS INDICATED ON INTERIOR ELEVATIONS. MIRRORS ARE TO BE 1/4" ANNEALED SILVERED FLAT GLASS CLEAR. MIRRORS SHALL MEET OR EXCEED ASTM C 1036 AND ASTM C 1503-01 STANDARD SPECS FOR FLAT GLASS MIRRORS. COMPLETE WITH SEAMED / SANDED EDGES, SAFETY BACKING, AND THEFT PROOF MOUNTING CLIPSREV. DESCRIPTION DATE6 SUPPLEMENTALINSTRUCTIONS 12/4/2020TRANSITION DETAILS LVT TO CARPET TILE NOTES:1. FLOORING INSTALLER SHALL INSTALL TRANSITION STRIPS TO MEET ADA CRITERIA. PROFILE TYPES HAVE BEEN PROVIDED. FLOORING INSTALLER TO CONFIRM APPROPRIATE SIZES AND HEIGHTS REQUIRED WITH SPECIFIED FLOORING FINISHES.2. TRANSITIONS SHALL ALIGN WITH THE CENTER OF HINGES IN DOORWAYS.3. AT INSTANCES WHERE TRANSITION STRIPS ARE NOT USED WITH NEW TILE APPLICATIONS, ADHERE WITH LIQUID NAILS. 4. RUBBER REDUCERS ARE ACCEPTABLE ONLY WHERE NOTED.NOTE: COORDINATE ALL FINISHES WITH INTERIORS 1. ALL COUNTERTOPS AT SINKS SHALL BE CONSTRUCTED OF HIGH-DENSITY PARTICLE BOARD FOR APPLICATION OF PLASTIC LAMINATE FINISH. 2. INTERIOR SURFACES AND SHELVES TO HAVE "WHITE" MELAMINE CLAD FINISH. 3. ALL CABINET SHELF SUPPORTS SHALL BE EQUAL TO 331 SERIES METAL SHELF PINS BY KNAPE & VOGT. INSTALL (4) CABINET SHELF PINS PER SHELF. 4. PROVIDE AND INSTALL CONCEALED-TYPE CABINET DOOR HINGES. 5. INSTALL BLOCKING IN WALLS TO SECURELY ANCHOR CASEWORK AND SHELVING. 6. ALL CASEWORK DIMENSIONS ARE TO FACE OF FINISHED SURFACES UNLESS NOTED OTHERWISE. FIELD VERIFY ALL FINISHED CLEARANCES PRIOR TO CASEWORK FABRICATION AND INSTALLATION. 7. CUT CABINETS AND/ OR COUNTERTOPS TO FIT AROUND WALL PILASTERS, OFFSETS, AND OTHER IRREGULARITIES WHERE REQUIRED. 8. ALL DRAWERS SHALL HAVE FULL DEPTH DRAWER SLIDES AND HARDWARE EQUAL TO KNAPE & VOGT. INSTALL FLUSH DRAWER FRONTS TO MATCH CABINET FINISH. 9. CASEWORK ELEVATIONS SHOW THE GENERAL DESIGN INTENT. CASEWORK CONTRACTOR IS RESPONSIBLE FOR CABINET BRACING AND CONSTRUCTION METHODS EVEN IF NOT SPECIFICALLY SHOWN OR NOTED ON THE DRAWINGS. 10. FINISH ALL EXPOSED END PANELS OF CASEWORK TO MATCH ADJACENT EXPOSED CASEWORK SURFACES UNLESS NOTED OTHERWISE. 11. SCRIBE TO WALLS AND APPLY BEAD OF PAINTABLE CAULK TO MATCH WALL FINISH. INSTALL FILLER STRIPS AND TRIM STRIPS WHERE REQUIRED. 12. CASEWORK SUPPLIER TO PROVIDE CABINETS PULLS. 4" BAR PULL IN MATTE BLACK FINISH. 13. AT COUNTERTOPS WITH NO BASE CABINETS, MANUFACTURER TO SUPPLY COUNTERTOP METAL SUPPORTS AND GROMMET COVERS.14. SEE FINISH SCHEDULE FOR ALL CASEWORK FINISHES CASEWORK NOTES:FINISH SCHEDULE GENERAL NOTES1. REFERENCE FINISH LEGEND FOR CASEWORK & COUNTERTOPS FINISH PER LOCATION.2. ALL DOORS, DOOR CASINGS, PAINT P3.3. REFERENCE FINISH LEGEND FOR TOILET PATITIONS. 4. REFRENCE SUPPLEMENTAL INSTRUCTIONS FOR ANY ACCENT WALLS PROVIDED BY ID5. ALL PUBLIC SPACE CEILINGS TO BE P4 WITH EXPOSED NATURAL DUCT. 666662/4/2020Closet ShelvingRFI 79Corridor Wall Base:FLs 2-5RFI 78Garage Interior Wall FinishRFI 77RFI 68 - Floor & Base Finish Schedule:Storage / Laundry / Electric Rooms Floors 2-5RFI 68 SJSJSXS5S6A7011The Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:SITE / CIVIL ENGINEERFAGAN ENGINEERS & LAND SURVEYORS, P.C.113 EAST CHEMUNG PLACEELMIRA, NEW YORK 14904CONTACT: 607.734.2165DATE:DOS ID#5001632STRUCTURAL ENGINEERTAITEM ENGINEERING, P.C.110 SOUTH ALBANY STREETITHACA, NEW YORK 14850CONTACT: 607.277.1118MEP ENGINEERTAITEM ENGINEERING, P.C.110 SOUTH ALBANY STREETITHACA, NEW YORK 14850CONTACT: 607.277.1118LANDSCAPE ARCHITECTWHITHAM PLANNING &DESIGN, LLC142 EAST STATE STREET, SUITE BITHACA, NEW YORK 14850CONTACT: 607.272.1290GENERAL CONTRACTORVECINO CONSTRUCTION305 WEST COMMERCIAL STREETSPRINGFIELD, MISSOURI 65803CONTACT: 417.720.1577Bruce Kayvon Adib-YazdiLicense No. 0386286/10/2019 9:17:38 AMBIM 360://Arthaus Ithaca NY/190306 - Ithaca - Arthaus_R19.rvtFURNITURE PLANA70418260AuthorIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK04/29/20191/4" = 1'-0"1ENLARGED COMMUNITY ROOMFURNITURE PLAN1/4" = 1'-0"2ENLARGED PUBLIC LOBBY FURNITUREPLANREV. DESCRIPTION DATE MCTSEXHAUST GRILLERETURN GRILLESUPPLY DIFFUSERVOLUME DAMPERFIRE DAMPERCONTROL DAMPERLEGENDCONNECT TO EXISTINGMASTER THERMOSTATTIME CLOCKDEMOLISHEDEXISTING TO REMAINTHERMOSTATCO2 SENSOR/PTL CONTROLLERFLEX DUCT110 South Albany StreetIthaca, New York 14850607.277.1118www.taitem.comThe Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:DATE:6/6/2019 4:49:19 PMC:\Users\Dominick\Documents\Vecino Ithaca Athaus MEPS Central 2019_Dominick.rvtNOTES & LEGENDM00118260DDIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK06/10/2019A.HEAT PUMP SYSTEMS:1.During unoccupied periods as determined by 7 day programmable thermostat, the system shall be set back to adjustable setpoint temperatures.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. The electric heat will be integral to the fan coil. 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. B.EXHAUST FANS:1.EF-1 Bathroom exhaust fan; The bathroom exhaust fan shall run continuously. In two bedroom units the fan shall run at 50 CFM. In one bedroom units and studio units the fan shall run at 35 CFM. 2.EF-2 Studio exhaust fan; The studio fan shall normally remain off and the damper remain closed. A wall mounted 2 hour electronic timer shall open the damper and turn on the fan until the timer is satisfied. 3.EF-3 Corridor ventilation fan; The corridor ventilation fan shall run continuously at 30 CFM. C. ELECTRIC WALL HEATER & BASEBOARD HEATERS1.In the stairwells, there shall be an internal thermostat (set to 55 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 and remain 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 and remain on. Upon setpoint being satisfied, the heater shall turn off and remain off. D.ENERGY RECOVERY VENTILATOR SYSTEMS:1. ERV-1; Once enabled, the exhaust and outdoor air motorized dampers shall be open 100% and supply and exhaust fans shall run. The unit shall be enabled by a wall mounted CO2 sensor setpoint reading over 700 ppm (adjustable). Once the CO2 setpoint is satisfied, supply and exhaust fans shall stop and the exhaust and outdoor air motorized dampers shall be closed. The unit shall have an electric resistance duct heater that the internal SRC controller shall control based on outdoor air temperature. 2. ERV-2; Once enabled, the exhaust and outdoor air motorized dampers shall be open 100% and supply and exhaust fans shall run. The unit shall be enabled by both a wall mounted PBL and a PTL signal. The PTL controller shall turn the unit on for 10 minutes every hour. The PBL controller (one located in each bathroom on wall) shall turn on the unit on-demand (20 minutes per touch). Once both controllers are satisfied, supply and exhaust fans shall stop and the exhaust and outdoor air motorized dampers shall be closed. The unit shall have an electric resistance duct heater that the internal SRC controller shall control based on outdoor air temperature.3. ERV-3; Once enabled, the exhaust and outdoor air motorized dampers shall be open 100% and supply and exhaust fans shall run. The unit shall be enabled by a wall mounted CO2 sensor setpoint reading over 700 ppm (adjustable) and a ceiling mounted occupancy sensor (located in each bathroom and one in the fitness center). Once the CO2 setpoint and occupancy sensors are satisfied, supply and exhaust fans shall stop and the exhaust and outdoor air motorized dampers shall be closed. The unit shall have an electric resistance duct heater that the internal SRC controller shall control based on outdoor air temperature. SEQUENCE OF OPERATIONSHEAT PUMP SCHEDULEType Manufacturer Model DescriptionCoolingEERSeasonal EnergyEfficiency RatingHeatingCOPHeating SeasonalPerformance FactorLength WidthHeightWeight,lbsELECTRICALCommentsTotalBtu/HrCapacityBtu/HrVoltage Phase MCAHP-1 LG Electronics LUU248HV Heat Pump 28,000 12.51830,000 01037" 15" 33" 130 208 V 1 20.0 A Provide base pan heater, wind baffles, 24" tall QuickSling stand, furnish disconnectHP-2 LG Electronics LUU188HV Heat Pump 24,000 13.31923,000 09.537" 15" 33" 130 208 V 1 20.0 A Provide base pan heater, wind baffles, 24" tall QuickSling stand, furnish disconnectHP-3 LG Electronics ARNU060GSS4 Heat Pump 60,000 1018.964,000 010.937" 13" 53" 260 208 V 1 25.4 A Provide base pan heater, wind baffles, 24" tall QuickSling stand, furnish disconnectHP-4 LG Electronics ARNU048GSS4 Heat Pump 48,000 10.51754,000 09.537" 13" 53" 207 208 V 1 30.0 A Provide base pan heater, wind baffles, 24" tall QuickSling stand, furnish disconnectHP-5 LG Electronics ARUM144BTE5 Heat Pump 144,000 12.50162,000 3.84049" 30" 66" 640 208 V 3 51.1 A Provide base pan heater, wind baffles, 24" tall QuickSling stand, PRHR033A and PRHR043A heat recovery unit, furnish disconnectHP-6 LG Electronics ARUB060GSS4 Heat Pump 60,000 1018.964,000 010.937" 13" 53" 260 208 V 1 25.4 A Provide base pan heater, wind baffles, 24" tall QuickSling stand, PRHR023A heat recovery unit, furnish disconnectFAN COIL SCHEDULEType Manufacturer ModelDescriptionAir Flow cfm ESP, in. WCCoolingBtu/HrHeatingLength Width Height Weight, lbsELECTRICALCommentsTotal Btu/HrVoltage Phase MCAFC-1 LG Electronics LVN240HV4 Vertical Ducted Fan Coil with duct heater 7100.528,000 30,000 1' - 91/4"1' - 6" 4' - 1" 129 208 V 1 14.8 A Provide PREMTBVCO thermostat, ANEH033B1 duct heater, MERV 8 filter, provide connection to condensate as perdrawing P102FC-2 LG Electronics LVN180HV4 Vertical Ducted Fan Coil with duct heater 6400.524,000 23,000 1' - 91/4"1' - 6" 4' - 1" 129 208 V 1 14.8 A Provide PREMTBVCO thermostat, ANEH033B1 duct heater, MERV 8 filter, provide connection to condensate as perdrawing P102FC-3 LG Electronics ARNU053TRD4 Cassette Fan Coil2650.35,500 6,100 1' - 11" 1' - 11" 0' - 10" 29 208 V 1 0.2 A Provide PREMTBVCO thermostat, condensate pump, provide connection to condensate as per drawing P102FC-4 LG Electronics ARUNU183TQD4 Cassette Fan Coil3960.319,100 21,500 1' - 11" 1' - 11" 0' - 10" 35 208 V 1 0.2 A Provide PREMTBVCO thermostat, condensate pump, provide connection to condensate as per drawing P102FC-5 LG Electronics ARNU123SJA4 Wall mounted fan coil3000.312,300 13,600 2' - 9" 0' - 8" 1' - 0" 19 208 V 1 0.3 A Provide PREMTBVCO thermostat, condensate pump, provide connection to condensate as per drawing P102FC-6 LG Electronics ARNU483NKA4 Vertical Ducted Fan Coil with duct heater 1,4000.548,000 54,000 1' - 91/4"2' - 1" 4' - 8" 165 208 V 1 1.8 A Provide PREMTBVCO thermostat, ANEH053B1 duct heater, MERV 8 filter, provide connection to condensate as perdrawing P102FC-7 LG Electronics ARNU073SJA4 Wall mounted fan coil2500.37,500 8,500 2' - 9" 0' - 8" 1' - 0" 19 208 V 1 0.3 A Provide PREMTBVCO thermostat, condensate pump, provide connection to condensate as per drawing P102FC-8 LG Electronics ARNU053NKA4 Horizontal Ducted Fan Coil with ductheater1,4750.554,000 60,000 1' - 91/4"2' - 1" 4' - 1" 165 208 V 1 1.8 A Provide PREMTBVCO thermostat, ANEH053B1 duct heater, filter section in return plenum, MERV 8 filter, provideconnection to condensate as per drawing P102FC-9 LG Electronics ARNU243NJA4 Horizontal Ducted Fan Coil with ductheater7100.524,000 27,000 1' - 91/4"1' - 6" 4' - 1" 117 208 V 1 1.1 A Provide PREMTBVCO thermostat, ANEH053B1 duct heater, filter section in return plenum, MERV 8 filter, provideconnection to condensate as per drawing P102FC-10 LG Electronics ARNU303NJA4 Horizontal Ducted Fan Coil with ductheater8800.530,000 34,000 1' - 91/4"1' - 6" 4' - 1" 117 208 V 1 1.1 A Provide PREMTBVCO thermostat, ANEH053B1 duct heater, filter section in return plenum, MERV 8 filter, provideconnection to condensate as per drawing P102FAN SCHEDULEType Manufacturer ModelDescriptionAir Flow CFMExhaust ExternalStatic PressureSones Weight, lbsELECTRICALCommentsVoltage Phase MCAEF-1 BroanZB-80Ceiling exhaust fan500.63.315 120 V 1 0.3 A Provide RDFU radiation damper, unit integrated speed controller (Studio & 1Bedroom=35CFM, 2 Bedroom =50CFM)EF-2 Greenheck CW-101-VGSide-wall exhaust fan8000.507.350 208 V 1 1.7 A Provide 2 hour electronic timer, wall mounted speed controller, bird screen, BD-330damper, furnish disconnect..EF-3 FantechFG-4Centrifugal In-line supply fan300.5015 120 V 1 0.2 A Provide unit mounted speed controller, mounting clamps, 7 day timeclock, furnishdisconnect..AIR TERMINAL SCHEDULEType Manufacturer ModelDescriptionMaterial & Color Border TypeModuleSizeNECK SIZECommentsDiameter Width HeightA XVENTBOX DVEB-4/6-BR Exhaust wall capPlasticSurface Mount8 3/4"13" Color TBD by architect, 8 week lead time, coordinate exact model number with wall type, model in schedule is for fiber cement panels, use DVEB-4/6-Sfor stucco wallsB XVENTBOX 6SEB-BR Intake wall capPlasticSurface Mount8 3/4"8" Color TBD by architect, remove damper, 8 week lead time, coordinate exact model number with wall typeC Hart & Cooley 650Surfance Mounted Return Grille Steel - Titus - 26WhiteSurface Mount14"24" Coordinate with framingD Hart & Cooley 631Adjustable Supply Grille with DoubleDeflectionSteel - Titus - 26WhiteSurface Mount14"8" Provide ceiling radiation dampersE Hart & Cooley 631Adjustable Supply Grille with DoubleDeflectionSteel - Titus - 26WhiteSurface Mount12"6" Provide ceiling radiation dampersF Hart & Cooley 631Adjustable Supply Grille with DoubleDeflectionSteel - Titus - 26WhiteSurface Mount6"6" Provide ceiling radiation dampersG Ruskin ELF6375DX LouverWhite14"18" Provide louver compatible with building wall construction. Color chosed from manufacturer's standard colors.H TitusS300FL Adjustable Supply Grille with DoubleDeflectionSteel - Titus - 26WhiteSurface Mount10"3"I Titus350RS Return Grille with 35 DegreeDeflectionSteel - Titus - 26WhiteSurface Mount8"8"J Titus300RS Adjustable Supply Grille with DoubleDeflectionSteel - Titus - 26WhiteSurface Mount12"6"K Ruskin ELF6375DX LouverWhite22"18" Provide louver compatible with building wall construction. Color chosed from manufacturer's standard colors.L Titus350RL Return Grille with 35 DegreeDeflectionSteel - Titus - 26WhiteSurface Mount30"12"ELECTRIC WALL HEATER SCHEDULEType Mark Manufacturer ModelDescriptionWatts Voltage PhaseCommentsEWH-1 Qmark ECP1024 Electric Wall Heater4000208 V1 Provide surface mounted frameENERGY RECOVERY VENTILATOR SCHEDULEType Manufacturer ModelDescription Air Flow CFMSupply ESP,in. WCWeight,lbsELECTRICALCommentsVoltage Phase MCAERV-1 RenewAire HE1XINV Energy RecoveryVentilator8000.8 272 208 V 1 10 A Provide motorized isolation dampers,speed control kit, wall mount CO2 sensor, 8 kW electric duct heater,furnish disconnect.ERV-2 RenewAire EV200 Energy RecoveryVentilator1800.5 40 120 V 1 2 A Provide motorized isolation dampers, PTL & PBL controllers, 2 kW electric duct heater, furnish disconnect.ERV-3 RenewAire EV450IN Energy RecoveryVentilator4000.8 250 120 V 1 9 A Provide motorized isolation dampers, speed control kit, wall mount CO2 sensor, ceiling mounted occupancysensor in Fitness and each bathroom, 5 kW electric duct heater, furnish disconnect.ELECTRIC BASEBOARD HEATER SCHEDULEType Mark Manufacturer ModelDescriptionWatts Voltage PhaseCommentsEBH-1 Qmark 2503W 3' Electric baseboard heater750208 V1 Provide unit mounted thermostatREV. DESCRIPTION DATEERV MountingRFI 115Supplemental Instruction #0318260 Ithaca Arthaus - SI#03.pdf Room8EWH-1EWH-1EWH-1FC-5FC-6FC-5FC-7FC-7FC-7FC-818"x18"18"x18"18"x18"FC-9EWH-1FC-10EF-2ERV-111.5 kWDUCTHEATERERV-22 kWDUCTHEATERERV-318"x18"5 kW DUCT HEATER12"ø12"ø12"ø8"ø8"ø8"øAUTOMATICDAMPER10"ø10"øH80H80H60H60H20H20H20H20I60I605"ø5"ø6"øI60I60I60I608"øJ150J150J150J150I125I125I125I125I150I1506"ø6"ø6"øI100I1006"øGGEBH-1EBH-1EBH-1EBH-1HEAT RECOVERY UNIT LG PRHR043AHEAT RECOVERYUNIT LG PRHR033AHEAT RECOVERY UNITLG PRHR033AVESTIBULE100J190J190J190J190J190J190J190J190H25H25COMMUNITY ROOM151RESTROOM108RESTROOM109STORAGE110ELECTRICAL111SUPPORTIVE SERVICESOFFICE105CONFERENCE102GALLERY OFFICE116FITNESS155MECH106LOBBY101VESTIBULE107STAIR 3ST3STAIR 1ST1RESTROOM153RESTROOM154GALLERY114STORAGE113PROPERTY MANAGEMENTOFFICE104BREAKROOM115STUDIO112MECHANICAL111A400400180180EBH-1J245J245J245J245J245J245J245J245J245J245J245J24512"ø16"ø14"øJ220J220J220J220J220J220J220J22012"øJ240J240J240J240J240J240J230J230J230J230J230J230J230J230J230J230J230J23016"øGKK800800GL800L800ELEVEL11111112"ø110 South Albany StreetIthaca, New York 14850607.277.1118www.taitem.comThe Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:DATE:11/6/2019 11:27:56 AMC:\Users\Taitem\Documents\Vecino Ithaca Athaus MEPS Central 2019_Yossi.rvtFIRST FLOOR PLANM10118260AuthorIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK06/10/2019 1/8" = 1'-0"1FIRST FLOOR PLANNM101 GENERAL NOTES1.FAN COIL AND ERV EQUIPMENT SHALL BE INSTALLED AS TIGHT TO CEILING AS POSSIBLE.2.DUCT WORK SHALL BE INSTALLED UNDER AND AROUND BEAMS AND SHALL BE INSTALLED TIGHT TO CEILING IN ALL LOCATIONS WHERE BEAMS DO NOT OCCUR.REV. DESCRIPTION DATE1 ADDENDUM #5 11/8/2019EF-2 Automatic Damper ClarificationRFI 113 FC-3FC-3FC-3FC-4FC-4FC-4M3032TYPM3031TYPM3033TYPM3034TYPM3021TYPM3025TYPM3023TYPM3024TYPM3022TYPM3012TYPM3011TYP4"øPROVIDE DRYERBOX DB-80DRYER VENTBOXCONNECT 4" DUCTTYPICAL 2 PLACESM3011TYPEF-3EF-34"ø4"ø4"øEF-3EF-34"øEF-34"øEF-3M3021TYPM3021TYPM3021TYPM3021TYPM3021TYPM3021TYPM3021TYPM3021TYPM3021TYPM3011TYPM3011TYPM3011TYPM3011TYPM3011TYPM3032TYPM3011TYPM3011TYPM3011TYPA 2 CONNECTION DVEB-6/6 XVENTBOXIS REQUIRED AT ALL OA INTAKELOCATIONS FOR COORIDOR VENTILATION TO CASSETTE UNITS,TYPICAL OF ALLPROVIDE BROAN MD6TU AUTOMATIC DAMPERWITH TRANSFORMER AND PRESSURE SWITCH KIT,CEILING RADIATION DAMPER, SUPPLY REGISTER,AND A 12"x12" ACCESS HATCH6"ø4"ø4"øABALL INTAKE AND EXHAUSTLOCATIONS SHOWN ON THISPLAN ARE FOR COORDINATION PURPOSES AND ARE TYPICAL FOR ALL FLOORS.STUDIO UNIT TYPE 32191 BED UNIT TYPE 62042 BED UNIT TYPE 12011 BED UNIT TYPE 72051 BED UNIT TYPE 62062 BED UNIT TYPE 2207STUDIO UNIT TYPE 12082 BED UNIT TYPE 22182 BED UNIT TYPE ATYPE 4221STUDIO UNIT TYPE 1222STUDIO UNIT TYPE 1223STUDIO UNIT TYPE 12241 BED UNIT TYPE ATYPE 4235STUDIO UNIT TYPE 1233STUDIO UNIT TYPE 1231STUDIO UNIT TYPE 1229STUDIO UNIT TYPE ATYPE 1230STUDIO UNIT TYPE 12321 BED UNIT TYPE 82341 BED UNIT TYPE 32281 BED UNIT TYPE 12271 BED UNIT TYPE 52101 BED UNIT TYPE 2202STUDIO UNIT TYPE 22112 BED UNIT TYPE 3220ELEC2171 BED UNIT TYPE 72121 BED UNIT TYPE 72141 BED UNIT TYPE 72161 BED UNIT TYPE 72251 BED UNIT TYPE 1226STORAGE209STAIR 3ST3STAIR 1ST1STAIR 2ST2OPPOPPOPPTYPOPPOPPOPPOPPOPPOPPFC-5M3016TYPSTUDIO UNIT TYPE 3203M3013110 South Albany StreetIthaca, New York 14850607.277.1118www.taitem.comThe Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:DATE:11/6/2019 11:28:19 AMC:\Users\Taitem\Documents\Vecino Ithaca Athaus MEPS Central 2019_Yossi.rvtSECOND FLOOR PLANM10218260AuthorIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK06/10/2019 1/8" = 1'-0"1SECOND FLOOR PLANM102 GENERAL NOTES1.INTAKE AND EXHAUST LOCATIONS DIFFER FROM TYPICAL APARTMENT LAYOUTS, LOCATE INTAKE AND EXHAUST PENETRATIONS PER THIS FLOOR PLAN. EXHAUST SHALL BE 3' FROM ALL WINDOW OPENINGS. INTAKE SHALL BE 10' FROM ALL EXHAUST LOCATIONS. COORDINATE WITH ALL PENETRATIONS WITH G.C.2.ALL OUTDOOR AIR INTAKE AND MAKE-UP AIR DUCTS ARE TO BE INSULATED WITH CONTINUOUS R-6 DUCT INSULATION.3.REFER TO 8/M301 FOR TYPICAL PENETRATION OF CORRIDOR PARTITION WALL.4.THERMOSTATS SHALL BE MOUNTED AT 60" AFF. NREV. DESCRIPTION DATE1 ADDENDUM #5 11/8/20191Laundry Room DampersRFI 110 FC-3FC-4FC-4FC-4FC-3FC-3EWH-1EWH-1EWH-1PROVIDE DRYERBOX DB-80DRYER VENTBOXCONNECT 4" DUCTTYPICAL 2 PLACESEF-34"øEF-34"øEF-34"øEF-34"øEF-34"øEF-34"øM3032TYPM3031TYPM3033TYPM3034TYPM3021TYPM3025TYPM3023TYPM3024TYPM3022TYPM3012TYPM3011TYPM3011TYPM3021TYPM3021TYPM3021TYPM3021TYPM3021TYPM3021TYPM3021TYPM3021TYPM3021TYPM3011TYPM3011TYPM3011TYPM3011TYPM3011TYPM3032TYPM3011TYPM3011TYPM3011TYPAB4"ø4"ø6"øOPPOPPOPPOPPOPPOPPOPPOPPOPPPROVIDE BROAN MD6TU AUTOMATIC DAMPERWITH TRANSFORMER AND PRESSURE SWITCH KIT,CEILING RADIATION DAMPER, SUPPLY REGISTER,AND A 12"x12" ACCESS HATCHM3016TYPM3013TYPA 2 CONNECTION DVEB-6/6 XVENTBOXIS REQUIRED AT ALL OA INTAKELOCATIONS FOR COORIDOR VENTILATION TO CASSETTE UNITS,TYPICAL OF ALLFC-5110 South Albany StreetIthaca, New York 14850607.277.1118www.taitem.comThe Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:DATE:11/6/2019 11:28:43 AMC:\Users\Taitem\Documents\Vecino Ithaca Athaus MEPS Central 2019_Yossi.rvtTHIRD FLOOR PLANM10318260AuthorIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK06/10/2019 1/8" = 1'-0"1THIRD FLOOR PLANM103 GENERAL NOTES1.INTAKE AND EXHAUST LOCATIONS DIFFER FROM TYPICAL APARTMENT LAYOUTS, LOCATE INTAKE AND EXHAUST PENETRATIONS PER THIS FLOOR PLAN. EXHAUST SHALL BE 3' FROM ALL WINDOW OPENINGS. INTAKE SHALL BE 10' FROM ALL EXHAUST LOCATIONS. COORDINATE WITH ALL PENETRATIONS WITH G.C.2.ALL OUTDOOR AIR INTAKE AND MAKE-UP AIR DUCTS ARE TO BE INSULATED WITH CONTINUOUS R-6 DUCT INSULATION.3.THERMOSTATS SHALL BE MOUNTED AT 60" AFF. NREV. DESCRIPTION DATE1 ADDENDUM #5 11/8/20191Laundry Room DampersRFI 110 FC-3FC-4FC-4FC-4FC-3FC-5FC-3PROVIDE DRYERBOX DB-80DRYER VENTBOXCONNECT 4" DUCTTYPICAL 2 PLACESEF-34"øEF-34"øEF-34"øEF-34"øEF-34"øEF-34"øM3032TYPM3031TYPM3033TYPM3034TYPM3021TYPM3025TYPM3023TYPM3024TYPM3022TYPM3012TYPM3011TYPM3011TYPM3021TYPM3021TYPM3021TYPM3021TYPM3021TYPM3021TYPM3021TYPM3021TYPM3021TYPM3011TYPM3011TYPM3011TYPM3011TYPM3011TYPM3032TYPM3011TYPM3011TYPM3011TYPAB4"ø4"ø6"øOPPOPPOPPOPPOPPOPPOPPOPPOPPPROVIDE BROAN MD6TU AUTOMATIC DAMPERWITH TRANSFORMER AND PRESSURE SWITCH KIT,CEILING RADIATION DAMPER, SUPPLY REGISTER,AND A 12"x12" ACCESS HATCHM3016TYPM3013TYPA 2 CONNECTION DVEB-6/6 XVENTBOXIS REQUIRED AT ALL OA INTAKELOCATIONS FOR COORIDOR VENTILATION TO CASSETTE UNITS,TYPICAL OF ALL110 South Albany StreetIthaca, New York 14850607.277.1118www.taitem.comThe Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:DATE:11/6/2019 11:29:05 AMC:\Users\Taitem\Documents\Vecino Ithaca Athaus MEPS Central 2019_Yossi.rvtFOURTH FLOOR PLANM10418260AuthorIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK06/10/2019 1/8" = 1'-0"1FOURTH FLOOR PLANM104 GENERAL NOTES1.INTAKE AND EXHAUST LOCATIONS DIFFER FROM TYPICAL APARTMENT LAYOUTS, LOCATE INTAKE AND EXHAUST PENETRATIONS PER THIS FLOOR PLAN. EXHAUST SHALL BE 3' FROM ALL WINDOW OPENINGS. INTAKE SHALL BE 10' FROM ALL EXHAUST LOCATIONS. COORDINATE WITH ALL PENETRATIONS WITH G.C.2.ALL OUTDOOR AIR INTAKE AND MAKE-UP AIR DUCTS ARE TO BE INSULATED WITH CONTINUOUS R-6 DUCT INSULATION.NREV. DESCRIPTION DATE1 ADDENDUM #5 11/8/20191Laundry Room DampersRFI 110 FC-3FC-4FC-4FC-5FC-4FC-3FC-3PROVIDE DRYERBOX DB-80DRYER VENTBOXCONNECT 4" DUCTTYPICAL 2 PLACESEF-34"øEF-34"øEF-34"øEF-34"øEF-34"øEF-34"øM3032TYPM3031TYPM3033TYPM3034TYPM3021TYPM3025TYPM3023TYPM3024TYPM3022TYPM3012TYPM3011TYPM3011TYPM3021TYPM3021TYPM3021TYPM3021TYPM3021TYPM3021TYPM3021TYPM3021TYPM3021TYPM3011TYPM3011TYPM3011TYPM3011TYPM3011TYPM3032TYPM3011TYPM3011TYPM3011TYPAB4"ø4"ø6"øOPPOPPOPPOPPOPPOPPOPPOPPOPPPROVIDE BROAN MD6TU AUTOMATIC DAMPERWITH TRANSFORMER AND PRESSURE SWITCH KIT,CEILING RADIATION DAMPER, SUPPLY REGISTER,AND A 12"x12" ACCESS HATCHM3016TYPM3013TYPA 2 CONNECTION DVEB-6/6 XVENTBOXIS REQUIRED AT ALL OA INTAKELOCATIONS FOR COORIDOR VENTILATION TO CASSETTE UNITS,TYPICAL OF ALL110 South Albany StreetIthaca, New York 14850607.277.1118www.taitem.comThe Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:DATE:11/6/2019 11:29:29 AMC:\Users\Taitem\Documents\Vecino Ithaca Athaus MEPS Central 2019_Yossi.rvtFIFTH FLOOR PLANM10518260AuthorIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK06/10/2019 1/8" = 1'-0"1FIFTH FLOOR PLANM105 GENERAL NOTES1.INTAKE AND EXHAUST LOCATIONS DIFFER FROM TYPICAL APARTMENT LAYOUTS, LOCATE INTAKE AND EXHAUST PENETRATIONS PER THIS FLOOR PLAN. EXHAUST SHALL BE 3' FROM ALL WINDOW OPENINGS. INTAKE SHALL BE 10' FROM ALL EXHAUST LOCATIONS. COORDINATE WITH ALL PENETRATIONS WITH G.C.2.ALL OUTDOOR AIR INTAKE AND MAKE-UP AIR DUCTS ARE TO BE INSULATED WITH CONTINUOUS R-6 DUCT INSULATION.NREV. DESCRIPTION DATE1 ADDENDUM #5 11/8/20191Laundry Room DampersRFI 110 HP-1UNIT 201HP-1UNIT 301HP-1UNIT 401HP-1UNIT 501HP-2UNIT 202HP-2UNIT 302HP-2UNIT 402HP-2UNIT 502HP-2UNIT 304HP-2UNIT 404HP-2UNIT 504HP-2UNIT 306HP-2UNIT 406HP-2UNIT 506HP-2UNIT 308HP-2UNIT 408HP-2UNIT 508HP-2UNIT 204HP-2UNIT 206HP-2UNIT 208HP-2UNIT 311HP-2UNIT 411HP-2UNIT 511HP-2UNIT 211HP-2UNIT 203HP-2UNIT 303HP-2UNIT 403HP-2UNIT 503HP-2UNIT 305HP-2UNIT 405HP-2UNIT 505HP-1UNIT 307HP-1UNIT 407HP-1UNIT 507HP-2UNIT 551HP-2UNIT 549HP-2UNIT 547HP-2UNIT 205HP-1UNIT 207HP-2UNIT 553HP-2UNIT 310HP-2UNIT 410HP-2UNIT 510HP-2UNIT 210HP-2UNIT 312HP-2UNIT 412HP-2UNIT 512HP-2UNIT 212HP-2UNIT 314HP-2UNIT 414HP-2UNIT 514HP-2UNIT 214HP-2UNIT 316HP-2UNIT 416HP-2UNIT 516HP-2UNIT 216HP-2UNIT 325HP-2UNIT 425HP-2UNIT 525HP-2UNIT 225HP-2UNIT 326HP-2UNIT 426HP-2UNIT 526HP-2UNIT 226HP-2UNIT 327HP-2UNIT 427HP-2UNIT 527HP-2UNIT 227HP-2UNIT 328HP-2UNIT 428HP-2UNIT 528HP-2UNIT 228HP-1UNIT 220HP-1UNIT 320HP-1UNIT 420HP-1UNIT 520HP-1UNIT 221HP-1UNIT 321HP-1UNIT 421HP-1UNIT 521HP-2UNIT 219HP-2UNIT 319HP-2UNIT 419HP-2UNIT 519HP-1UNIT 218HP-1UNIT 318HP-1UNIT 418HP-1UNIT 518HP-2UNIT 222HP-2UNIT 322HP-2UNIT 422HP-2UNIT 522HP-2UNIT 223HP-2UNIT 323HP-2UNIT 423HP-2UNIT 523HP-2UNIT 224HP-2UNIT 324HP-2UNIT 424HP-2UNIT 524HP-2UNIT 235HP-2UNIT 335HP-2UNIT 435HP-2UNIT 535HP-2UNIT 233HP-2UNIT 333HP-2UNIT 433HP-2UNIT 533HP-2UNIT 231HP-2UNIT 331HP-2UNIT 431HP-2UNIT 531HP-2UNIT 229HP-2UNIT 329HP-2UNIT 429HP-2UNIT 529HP-2UNIT 234HP-2UNIT 334HP-2UNIT 434HP-2UNIT 534HP-2UNIT 232HP-2UNIT 332HP-2UNIT 432HP-2UNIT 532HP-2UNIT 230HP-2UNIT 330HP-2UNIT 430HP-2UNIT 530HP-32NDFLOORCORRIDORHP-33RDFLOORCORRIDORHP-34THFLOORCORRIDORHP-35THFLOORCORRIDORHP-4LAUNDRYALTA SIGRIST (AL-201412/ALTC-M18)PRE-MANUFACTURED PIPE CURB, TYPICAL FOR EACH GROUP OFHEAT PUMPS. INSTALL AS PER MANUFACTURER INSTRUCTIONS,PROVIDE ALL FASTENERS REQUIRED.COORDINTATE WITH ROOFER.HP-51STFLOORNORTHHP-61STFLOORSOUTH5M301110 South Albany StreetIthaca, New York 14850607.277.1118www.taitem.comThe Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:DATE:11/6/2019 11:29:58 AMC:\Users\Taitem\Documents\Vecino Ithaca Athaus MEPS Central 2019_Yossi.rvtROOF PLANM10618260AuthorIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK06/10/2019 1/8" = 1'-0"1ROOF PLANNM106 GENERAL NOTES1.REFER TO M301 FOR TYPICAL HEAT PUMP STAND DETAIL.2.PROVIDE PVC LINE-HIDE FOR ALL EXPOSED REFRIGERANT PIPING. REV. DESCRIPTION DATE1 ADDENDUM #5 11/8/20191Supplemental Instruction #0318260 Ithaca Arthaus - SI#03.pdf ARUM144BTE5Additional Refrigerant : 17.49 lbsPRHR033A1/2:7/8:1+1/860.0 ft(0)PRHR043A3/8:1/2:5/824.0 ft(0)ARNU243NJA43/8:5/89.8 ft(0)1st Floor/Public EntryARNU073SJA41/4:1/228.0 ft(0)1st Floor/Office 1ARNU073SJA41/4:1/218.0 ft(0)1st Floor/Office 2ARNU073SJA41/4:1/25.0 ft(0)1st Floor/Office 3ARNU543NKA43/8:5/827.0 ft(0)1st Floor/GalleryARNU303NJA43/8:5/815.0 ft(0)1st Floor/StudioARNU123SJA41/4:1/232.0 ft(0)1st Floor/Office 116HRU-AHRU-BHP-5ARUB060GSS4Additional Refrigerant : 6.84 lbsPRHR023A3/8:5/8:3/465.0 ft(0)ARNU483NKA43/8:5/810.0 ft(0)ARNU123SJA41/4:1/29.0 ft(0)HP-61st Floor/Community Room1st Floor/Fitness RoomABFC-2EF-110"ø4"ø6"ø18"x10"SUPPLY PLENUM8"øD280D280D260D260PROVIDE PVCCONDENSATE PIPINGTO CONDENSATE ACCEPTOR6"øCONNECT TO HOOD PROVIDED BY GC13535E100E1006"øABFC-2EF-14"ø6"ø6"ø8"ø18"x10"SUPPLY PLENUMD260D260D280D28010"øCONNECT TO HOOD PROVIDED BY GCPROVIDE PVCCONDENSATE PIPINGTO CONDENSATE ACCEPTOR135354"ø6"øE100E100LAUNDRY EXHAUST,REFER TO FLOOR PLANSLAUNDRY MAKE-UP AIR,DUCT NOT SHOWN,REFER TO FLOOR PLANSOUTDOOR AIR DUCT CONNECTIONPROVIDE CUSTOM STEEL ANGLE FRAME, RETURN PLENUM WITH FILTER ASSEMBLY TO FIT A 1" FILTER, PROVIDE MERV 8FILTERPROVIDE 3/4" PVC CONDENSATE PIPE FROM FAN COIL TO CONDENSATE ACCEPTOR WITH1" AIR GAP. ALL CONDENSATE RISERS ANDACCEPTORS ARE PROVIDED BY PLUMBING CONTRACTOR.FANCOIL12" X 18"CEILING RADIATION DAMPEROUTDOOR AIR DUCT10"x10" ACCESS LOW LEAKAGE HATCHFASTEN HEAT PUMPS TO PAVERWITH MASONRY SCREWSCONSTRUCTION SHIMS24"x24"x2" PAVERS100 LBS/LEG PROVIDED BY G.C.PROVIDE STEEL SLEVES AT OUTDOOR AIR DUCT PENETRATIONS AT CORRIDOR WALL, SLEEVE SHALL BE: A MINIMUM 12-INCH-LONG (305 MM) BY 0.060-INCH-THICK (1.52 MM) STEEL SLEEVE SHALL BE CENTERED IN EACH DUCT OPENING. THE SLEEVE SHALL BE SECURED TO BOTH SIDES OF THE WALL AND ALL FOUR SIDES OF THE SLEEVE WITH MINIMUM 11/2-INCH BY 11/2-INCH BY 0.060-INCH (38 MM BY 38 MM BY 1.52 MM) STEEL RETAINING ANGLES. THE RETAINING ANGLES SHALL BE SECURED TO THE SLEEVE AND THE WALL WITH NO. 10 (M5) SCREWS. THE ANNULAR SPACE BETWEEN THE STEEL SLEEVE AND THE WALL OPENING SHALL BE FILLED WITH MINERAL WOOL BATTING ON ALL SIDESCEILING RADIATION DAMPERGREENHECK CRD-1CEILING RADIATION DAMPERGREENHECK CRD-1EFC-1FC-28"ø6"ø10"øD260D260E100E100D280D280B5"ø4"ø6"øAEF-1PROVIDE PVCCONDENSATE PIPINGTO CONDENSATE ACCEPTOR28"x6"SUPPLY PLENUMCONNECT TO HOOD PROVIDED BY GC35135110 South Albany StreetIthaca, New York 14850607.277.1118www.taitem.comThe Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:DATE:11/6/2019 11:30:37 AMC:\Users\Taitem\Documents\Vecino Ithaca Athaus MEPS Central 2019_Yossi.rvtHEAT PUMP DETAILSAND STUDIO UNITSM30118260AuthorIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK06/10/2019 1/4" = 1'-0"1STUDIO UNIT MECHANICAL PLAN - TYPE 1 1/4" = 1'-0"2STUDIO UNIT MECHANICAL PLAN - TYPE 2M301 GENERAL NOTE1.REFRIGERANT PIPING SIZES AND CHARGE SHALL BE CONFIRMED WITH MANUFACTURER'S REPRESENTATIVE AND REFLECT FIELD CONDITIONS. 2.PROVIDE CEILING RADIATION DAMPERS AT ALL CEILING MEMEBRANE DUCT PENETRATIONS. REFER TO 5/M301.3.FLEX DUCT MAY BE USED IN DWELLING UNITS FOR ALL SUPPLY AIR DUCTWORKIN LIEU OF DUCT SHOWN ON DRAWINGS. FLEX DUCT SIZE SHALL MATCH SIZE OF RIGIDDUCTWORK SHOWN. FLEX DUCT SHALL BE INSTALLED WITH NO MORE THAN 4% SLACK (IE:25 FEET OF DUCT SHALL BE STRETCHED TO AT LEAST 24 FEET). ALL EXHAUST AND OUTDOORAIR DUCTWORK SHALL BE RIGID. REV. DESCRIPTION DATE1 ADDENDUM #5 11/8/2019 1/2" = 1'-0"4TYPICAL MECHANICAL CLOSET SECTION 1/2" = 1'-0"5TYPICAL HEAT PUMP STAND DETAIL 1/4" = 1'-0"6TYPICAL CORRIDOR WALL PENETRATION DETAIL 1/2" = 1'-0"7TYPICAL APARTMENT CEILING PENETRATION DETAIL 6" = 1'-0"8HP-5 PIPING SCHEMATIC 6" = 1'-0"9HP-6 PIPING SCHEMATIC 1/4" = 1'-0"3STUDIO UNIT MECHANICAL PLAN -TYPE 31 EF-14"ø6"ø6"ø8"ø18"x10"SUPPLY PLENUMABFC-26"øE100E100D280D280E260E260PROVIDE PVCCONDENSATE PIPINGTO CONDENSATE ACCEPTOR10"øCONNECT TO HOOD PROVIDED BY GC13565CORRIDORVENTILATIONDUCTEF-1FC-2AB6"ø18"x10"4"ø6"øE100E100D280D2808"øE260E260SUPPLY PLENUMPROVIDE PVCCONDENSATE PIPINGTO CONDENSATE ACCEPTORCONNECT TO HOOD PROVIDED BY GC135353M30110"ø6"øC640C640EF-16"ø10"ø4"ø6"ø4"ø18"x10"SUPPLY PLENUM6"øABFC-2E70E70D280D280E260E260F30F30CONNECT TO HOOD PROVIDED BY GCPROVIDE PVCCONDENSATE PIPINGTO CONDENSATE ACCEPTOR135358"øEF-1FC-218"x10"SUPPLY PLENUM4"ø6"øAB6"øE260E260E100E100D280D28010"øCONNECT TO HOOD PROVIDED BY GCPROVIDE PVCCONDENSATE PIPINGTO CONDENSATE ACCEPTOR8"ø135356"øEF-14"ø4"ø6"ø8"ø10"ø18"x10"SUPPLY PLENUM6"ø6"øABFC-2E70E70F30F30E260E260D280D280PROVIDE PVCCONDENSATE PIPINGTO CONDENSATE ACCEPTORCONNECT TO HOOD PROVIDED BY GC13535110 South Albany StreetIthaca, New York 14850607.277.1118www.taitem.comThe Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:DATE:6/6/2019 4:52:17 PMC:\Users\Dominick\Documents\Vecino Ithaca Athaus MEPS Central 2019_Dominick.rvt1 BEDROOM UNITPLANS TYPICALM30218260AuthorIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK06/10/20191/4" = 1'-0"11-BEDROOM UNIT MECHANICAL PLAN - TYPE 11/4" = 1'-0"21-BEDROOM MECHANICAL PLAN - TYPE 21/4" = 1'-0"31-BEDROOM MECHANICAL PLAN - TYPE 31/4" = 1'-0"41-BEDROOM MECHANICAL PLAN - TYPE 41/4" = 1'-0"51-BEDROOM MECHANICAL PLAN- TYPE 5M301 GENERAL NOTE1.PROVIDE CEILING RADIATION DAMPERS AT ALL CEILING MEMEBRANE DUCT PENETRATIONS. REFER TO 5/M301.REV. DESCRIPTION DATE A6"ø8"ø6"ø6"ø8"ø6"øEF-118"x10"SUPPLY PLENUMFC-1D215D215E70E70D215D215D200D200F30F30PROVIDE PVCCONDENSATE PIPINGTO CONDENSATE ACCEPTOR8"øCONNECT TO HOOD PROVIDED BY GC150B504"øAB6"øFC-1SUPPLY PLENUM6"ø10"ø6"ø6"øEF-14"øD275D275E125E125D215D215E100E1008"ø18"x10"CONNECT TO HOOD PROVIDED BY GCPROVIDE PVCCONDENSATE PIPINGTO CONDENSATE ACCEPTOR15050C710C7106"ø6"ø6"ø10"ø6"øABFC-1EF-118"x10"SUPPLYPLENUMD210D210E125E125D275D275E100E100CONNECT TO HOOD PROVIDED BY GCPROVIDE PVCCONDENSATE PIPINGTO CONDENSATE ACCEPTOR150504"ø8"ø5M301C710C7106"ø8"ø6"ø6"ø8"ø4"ø6"øAEF-1FC-118"x10"SUPPLY PLENUME125E125D200D200E70E70D215D215F30F30PROVIDE PVCCONDENSATE PIPINGTO CONDENSATE ACCEPTORCONNECT TO HOOD PROVIDED BY GC150B50C710C710110 South Albany StreetIthaca, New York 14850607.277.1118www.taitem.comThe Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:DATE:6/6/2019 4:52:47 PMC:\Users\Dominick\Documents\Vecino Ithaca Athaus MEPS Central 2019_Dominick.rvt2 BEDROOM UNITPLANS TYPICALM30318260AuthorIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK06/10/20191/4" = 1'-0"12-BEDROOM UNIT MECHANICAL PLAN - TYPE 11/4" = 1'-0"22-BEDROOM UNIT MECHANICAL PLAN -TYPE 21/4" = 1'-0"32-BEDROOM UNIT MECHANICAL PLAN - TYPE 31/4" = 1'-0"42-BEDROOM UNIT MECHANICAL PLAN - TYPE 4M303 GENERAL NOTES1.PROVIDE CEILING RADIATION DAMPERS AT ALL CEILING MEMBRANE DUCTPENETRATIONS. REFER TO 5/M301.REV. DESCRIPTION DATE WASTEWASTE BELOW FLOORVENTCOLDHOTTEMPEREDBALL VALVEGATE VALVECHECK VALVEPRESSURE REDUCING VALVEVENT THRU ROOFVTRLEGENDCONNECT TO EXISTING2 LINE PIPE -BORDER INDICATES TYPERECIRCULATIONAIR ADMITTANCE VALVEAAVABOVE FINISH FLOORAAFDOUBLE CHECK VALVERPZ ASSEMBLYOS&Y VALVEWALL CLEANOUTWCOCIRCUIT SETTER1ST FLOOR0' -0"2ND FLOOR12' -6"2ND FLOOR12' -6"6" WJ. R. SMITH 7070 BACKWATER VALVE4" CW2" CWRPZ-16" CW3" CWDCVA-1HB-13/4" CW4" SPK4" SPK5" SPK1ST FLOOR0' -0"1ST FLOOR0' -0"2ND FLOOR12' -6"2ND FLOOR12' -6"DWV RISER PROVIDE 3-HR FIRE FIRESTOP UL SYSTEM F-A-1045 OR EQUIVALENT WHEN PASSING THROUGH PRECAST PLANK. DWV RISER SHALL BE METALLIC PIPE WHEN PASSING THROUGH 3-HR FIRE FIRESTOP. GRADE BEAM, OFFSET AS REQUIREDCLEANOUT 1' AFFOFFSET SANITARY PIPING BELOW PRECAST BEAM. COORDINATE WITH STURCTUAL PLAN. ALL PENETRATIONS OF FIRST FLOOR SHEAR WALL SHALL BE WITH A MINIMUM OF 10" CLEARANCE BELOW TOP OF WALL. COORDINATE WITH STRUCTURAL PLAN.TYPICAL SHEAR WALL TYPICAL PRECAST PLANKTYPICAL PRECAST BEAM 3RD FLOOR22' -7 7/8"4TH FLOOR32' -9 3/4"5TH FLOOR42' -11 5/8"2ND FLOOR12' -6"1 1/2" VPROVIDE INLINE TRAP SEAL. COORDINATE WITH MECHANICAL CONTRACTOR FOR CONDENSATE RECEPTOR HEIGHT AND LOCATION. FC-2FC-2FC-2FC-21 1/4" CND1 1/2" W3" WCONDENSATE RECEIVER TO BE LOCATED ABOVE FINISHED FLOORCOORDINATE WITH FRAMING TO MINIMIZE STUD PENETRATIONS IN SHEAR WALLS.110 South Albany StreetIthaca, New York 14850607.277.1118www.taitem.comThe Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:DATE:11/8/2019 4:59:45 PMC:\Users\Brendan\Documents\Revit Local\Vecino Ithaca Athaus MEPS Central 2019_Brendan.rvtDETAILS, SCHEDULE,& LEGENDP00118260FSIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK06/10/2019PLUMBING FIXTURE SCHEDULENO FIXTURE SUBSITUTIONS. FIXTURE TYPE OR OPTIONS INAPPROPRIATE FOR THE LOCATION SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO BID.ALL FIXTURES WHITE WITH POLISHED CHROME TRIM.Type Manufacturer Model DescriptionCommentsCO-1 WattsCO-200-R 3" Epoxy coated cast iron floor cleanout with 5” round adjustable gasketed nickel bronze top, removable gasketed brass cleanout plug, and no huboutlet.CO-2 WattsCO-200-R 4" Epoxy coated cast iron floor cleanout with 5” round adjustable gasketed nickel bronze top, removable gasketed brass cleanout plug, and no huboutlet.CO-3 WattsCO-300-MF 4" Epoxy coated cast iron access housing with anchor flanges and extra heavy duty ductile iron cover.For exterior useDMV-1 Heat-Timer ETS-202" Digital Mixing Valve Prepiped Assembly, 8 PSI Pressure drop at 132 GPM, Manual reset and programable safety valve, Minimum 0.5 GPMdomestic flow.Part number 915800-20ET-1 AmtrolST-450-C Potable Water Expansion Tank, 132 Gallons, 2" NPT connectionEWC-1 ElkayEZSTL8LC Bi-Level ADA compliant electric water cooler, 8 gph, Light Gray.FD-1 WattsCO-200-R 3" epoxy coated cast iron floor drain with 5-1/8 in round adjustable nickel bronze top. Proset trap guard.Use in utility spaces.FD-2 WattsCO-200-S 3" epoxy coated cast iron floor drain with 5-1/8 in square adjustable nickel bronze top. Proset trap guard.Use in public rest rooms.FD-4 WattsFD-3233" Epoxy coated iron area drain with anchor flange, body collar with weepholes, 8"(203) diameter adjustable top with heel proof ductile iron grateFD-5 WattsFD-3244" Epoxy coated iron area drain with anchor flange, body collar with weepholes, 8"(203) diameter adjustable top with heel proof ductile iron grate. Provide Proset trap guardHB-1 Woodford Model #25 Freezeless wall hydrant, backflow prevention with Tee key handleL-1 ZurnZ-511420x17 oval drop in lavatory, 4" Centers, Self rimmingL-1.1 Symmons SLC-9612-1.0 Lavatory faucet, 4" centers, Watersense label faucet, Pop up drain, 1.0 GPM, Polished chrome finishL-2 ZurnZ-534420x18, 4" centers wall hung lavatory. Provide floor mount carrier.Truebro LAV-GUARD 402L-2.1 Symmons SLC-9610-1.0-G Lavatory faucet, 4" centers, Watersense label faucet, Grid drain, 1.0 GPM, Polished chrome finishRH-1 ZurnZ1388Roof Hydrant Exposed Head, Non-FreezeProvide vacuum breaker and drain to laundry roommop sink.S-1 DaytonDD23322-3 Dual bowl 33x22 stainless steel kitchen sink, top mount, 3 hole configuration, 7" deep bowl, Basket strainer, Dishwasher branch tailpiece, Shut offvalve for dishwasherProvide stainless steel plug for unused faucet hole.S-1.1 ElkayLK1501CR Single handle swing spout faucet with spray, chrome, 1.5 GPM. Provide shutoff & supply for dishwasher.S-2 DaytonGE23321Dual bowl 33x21 stainless steel kitchen sink, top mount, 3 hole configuration, 5-3/8" deep bowl, Rear Offset Drain, Basket strainer, Dishwasherbranch tailpiece, Shut off valve for dishwasherType A dwellings. Provide stainless steel plug forunused faucet hole.S-2.1 ElkayLK1501CR Single handle swing spout faucet with spray, chrome, 1.5 GPM. Provide shutoff & supply for dishwasher.S-3 FiatMSB2424 24x24x10 mop sink, 832AA Hose/Bracket, 889CC Mop hanger, Stainless steel wall guard, vinyl rim guards.S-3.1 Fiat830AAMop sink faucet with vacuum breaker.S-4 FiatFL-123x21.5 molded stone laundry tub with legsS-4.1 Symmons S-249-LWG-1.0 Two Handle Laundry Tub Faucet, Wrist Blade Handles, 1.0 gpm aeratorSP-1 Zoeller53Submersible Sump Pump, float switch,1/2" solids handling, cast iron housing, 30 gpm @ 11 feet.T-1 Aquatic 2603SMTE 60x30x79 one piece AcrylX tub/shower module.Provide Age-in Place backing for ANSIconfiguration and Touch Toe Drain Stopper.T-1.1 Symmons S-9602-PLR-1.5 Tub-shower valve, 1.5 gpm Watersense LabelLocate per Architectural mounting details on A702.WC-1 Vortens 3151-3486 Elongated Toilet 1.28 GPF, 15" high.WCS-1 SeatWC-2 Vortens 3123-3486 ADA Elongated Toilet 1.28 GPF, 16.5" high.WCS-1 Seat. Type A dwellings.WC-3 Vortens 3123-3486 ADA Elongated Toilet 1.28 GPF, 16.5" high.WCS-2 SeatWCS-1 Bemis170Toilet Seat, solid plastic, elongated closed front with cover.WCS-2 Bemis1055SSCToilet seat, elongated heavy weight solid plastic, open front less cover, concealed check hinges, stainless steel posts.WSHR IPS Corporation FR-12Washing machine box, fire rated, 2" drain connection, 1/4 Turn Valves Installed, Hammer Arrestors.PIPE ACCESSORY SCHEDULEType Manufacturer ModelDescriptionSizeAAV-1 Caleffi NA5026Automatic air vent1 1/2"DCVA-1 Zurn Wilkins 350ASTBGStainless Steel Double Check Valve Assembly6"-6"P-1Grundfos UPS 15-35 SFC Inline Circulator Pump, 115V, multispeed, 4.5 GPM at 2 ft of head.5/8"-5/8"P-2Grundfos UPS 15-55 SFC Inline Circulator Pump, 115V, multispeed, 13.5 GPM at 6.2 ft of head.5/8"-5/8"RPZ-1 Zurn Wilkins 375ASTStainless Steel Reduced Pressure Principle Assembly4"-4"VB-1 WATTS LFN36Vacuum Breaker1 1/2"ZV-1 TacoV075C2D2ZA024Q4A1Normally closed when de-energized zone valve, lead free for potable use, 24 VMax temp 240 F3/4"-3/4"ZV-2 TacoV075C2D2ZB024Q4A1Normally open when de-energized zone valve, lead free for potable use, 24 VMax temp 240 F3/4"-3/4"DOMESTIC HOT WATER HEATER AND STORAGE TANK SCHEDULEType Manufacturer Model GallonsDescriptionHeight Diameter Weight, lbsTypeFuelRecoveryGPHTemp.RiseVoltage Phase Watts CommentsWH-1 RuudE120-36-G 119 gal Commercial electric water heater, immersion thermotats. 5' - 7 5/8" 2' - 6 1/4" 430 Electric 165 90 °F 208 V 3 36,000WHT-1 Lochinvar FVG-504-SANC02504 gal Domestic hot water vertical storage tank, steel, glass lined, 2"foam insulation.7' - 5" 3' - 10" 1,400Source customLochinvar tankdirectly fromSanden1/4" = 1'-0"3DOMESTIC WATER SERVICE1/4" = 1'-0"6TYPICAL SANITARY RISER1/4" = 1'-0"5TYPICAL CONDENSATE RISER1. FIXTURES SHALL BE PROVIDED WITH SUPPLIES AND STOPS. CHROME ESCUTCHEON REQUIRED INSIDE CABINETRY AND AT WALL/FLOOR PENETRATIONS.2. SIOUX CHIEF STUB OUT BRACKETS AND COPPER ELLS REQUIRED AT ALL SUPPLY STOPS WITH PEX ROUGH-IN THROUGH WALLS AND FLOORS. (MANDATORY)3. FIXTURES & ACCESSORIES MAY BE PURCHASED THROUGH STAR WHOLESALE SUPPLY, SPRINGFIELD, MO. (CONTACT LISA HARRELD, 417-863-1303).NOTESDOMESTIC HOT WATER HEAT PUMP SCHEDULEType Manufacturer ModelDescriptionHeatingCOPRefrigerantTypeWeight,lbsELECTRICALCommentsCapacity Btu/HrVoltage Phase MCADHP-1 Sanden GS3-45HPA-US Heat Pump Water Heater 15,400 5.2 R744 (CO2) 106 208 V 1 13.0 A Provide quicksling wallbracket QSWB20001/2" = 1'-0"1SHEAR WALL RESTRICTIONS122REV. DESCRIPTION DATE1 ADDENDUM #2 07/11/20192 ADDENDUM #5 11/8/2019 S4S1S5S6S7S8S3S2S11SJSASBSCSESFSGSHS10S12S9S13SDSXSWSVSUSTSSSRSOSPSQSKSLSMSNSPROVIDE FRESH AIR INLET AND HOUSE TRAP. COORDINATE LOCATION AND ELEVATION WITH CIVIL PLAN. 4" W6P001-8' - 6"GRADE BEAM, TYP.PILE CAP, TYP.5P3054" Radon6" Radon4" Radon4" Radon6" Radon6" Radon4" Radon4" Radon6" Radon6" Radon4" Radon6" Radon4" Radon4" Radon4" Radon4" Radon6" RadonUP4" RadonUP4" Radon2P100-1' - 10"-9' - 0"PERFORATED PIPE4" Radon4" Radon4" Radon4" Radon4" Radon4" Radon4" RadonPERFORATED PIPEPERFORATED PIPEPERFORATED PIPEPERFORATED PIPEPERFORATED PIPEPERFORATED PIPEPERFORATED PIPE4" Radon4" Radon4" Radon4" Radon4" Radon4" Radon4" RadonPERFORATED PIPEPERFORATED PIPEPERFORATED PIPEPERFORATED PIPEPERFORATED PIPEPERFORATED PIPEPERFORATED PIPEPERFORATED PIPEPERFORATED PIPEPERFORATED PIPE TO END OF BRANCH4" RadonPERFORATED PIPE TO END OF BRANCHPERFORATED PIPE TO END OF BRANCHRISER 12A.SIMILAR TO RISER 13.RISER 12BRISER 13RISER 11BRISER 11ARISER 10 RISER 9 4" W4" W4" WRISER 1RISER 2RISER 3RISER 4RISER 6RISER 5RISER 7RISER 20RISER 16RISER 18RISER 17RISER 15RISER 8RISER 19SP-12" WRISER 24" W4" W4" W8" W8" W4" W4" W4" W4" W4" W4" W4" W4" W3" W4" W4" W4" W4" W4" W4" W4" W4" W4" W2" V3" W2" W4" W4" RadonSLEEVE GRADE BEAM FOR RADON PIPING WHERE OCCURSAGGREGATE 4" AROUND PIPE. AGGREGATE SHALL CONSIST OF MATERIAL THAT WILL ASS THROUGH A 2-INCH SIEVE AND BE RETAINED BY A 1/4-INCH SIEVE. 110 South Albany StreetIthaca, New York 14850607.277.1118www.taitem.comThe Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:DATE:11/8/2019 4:59:58 PMC:\Users\Brendan\Documents\Revit Local\Vecino Ithaca Athaus MEPS Central 2019_Brendan.rvtUNDERSLAB DWVP10018260AuthorIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK06/10/20191/8" = 1'-0"1UNDERSLAB DWVREV. DESCRIPTION DATE1 ADDENDUM #2 07/11/20192 ADDENDUM #5 11/8/2019111/4" = 1'-0"2RADON UNDERSLAB DETAIL11. ALL RADON PIPING SHALL BE MADE OF SCHEDULE 40 CEMENT WELDED PVC OR OTHER GAS TIGHT PIPE UNLESS OTHER WISE NOTED.2. ALL ABOVE SLAB RADON PIPE AND PIPE THAT PENETRATES SLAB SHALL BE GAS TIGHT AND NON PERFORATED.3. ALL RADON PIPING LABELED WITH PERFORATED PIPE ON PLANS SHALL BE CONSTRUCTED WITH PVC PERFORATED PIPE AND THE ENDS SHALL BE CAPPED WITH INSECT AND RODENT SCREENS.4. ALL EXPOSED AND VISIBLE RADON VENT PIPES SHALL BE IDENTIFIED WITH AT LEAST ONE LABEL ON EACH FLOOR WHERE THE PIPNG IS ACCESABLE . THE LABELSHALL READ "Sub-Slab Depressurization System DO NOT ALTER OR DISCONNECT".5. PIPING SHALL BE SLOPED DOWN TOWARDS PERFORATED PIPE AND BRANCH OUTLETS TO AVOID WATER ACCUMULATION IN GAS TIGHT PIPING MAINS.6. THE QUALIFIED CONTRACTOR SHALL INSTALL ALL COMPONENTS OF THE ACTIVE SUB-SLAP DEPRESSURIZATION SYSTEM AS REQUIRED. THE RADON MITIGATION FAN, MANOMETER, AND DIFFERENTIAL PRESSURE SYSTEM FAILURE ALARM, SHALL BE INSTALLED AT THE OWNER'S DISCRETION IF NECESSARY AS AN ADDITIONAL COST. SUB-SLAB DEPRESSURIZATION SYSTEM NOTES:SUB-SLAB DEPRESSURIZATION SYSTEM POST CONSTRUCTION CONFIRMATION TESTING:1. POST-MITIGATION TESTING SHALL BE CONDUCTED NO SOONER THAN 30 DAYS AFTER INSTALLING A DEPRESSURIZATION SYSTEM. 2. WITH THE DEPRESSURIZATION SYSTEM OPERATION SMOKE SHALL BE USED TO CECK FOR LEAKS THROUGH CONCRETE CRASK, FLOOR JOINTS AN AT THE SUCTION POINT. ANY LEAKS IDENTIFIED SHALL BE RESEALED UNTILL SMOKE IS NOT LONGER OBSERVED FLOWING THROUGH OPENING. 3. FOLLOWING SATISFACTORY COMPLETION OF ITEMS 1-2 ABOVE. A FIELD EXTENSION TEST SHALL BE PERFORMED TO CONFIRM THE PRESENCE OF A VACUUM. THE FIELD EXTENSION TEST SHALL ONLY BE REQUIRED IF THE RADON MITIGATION FAN, MANOMETER AND DIFFERENTIAL PRESSURE SYSTEM ALARM IS INSTALLED AS AN ACTIVE SYSTEM. A. A 1/4" DIATMETER HOLE SHALL BE DRILLED THROUGH THE CONCRETE SLABE INTO THE PERMEABLE LAYER BY THE PARTY THAT INSTALLED THE SYSTEM. THE HOLE SHALL BE LOCATED A MINIMUM OF 10 FEET FROM THE END OF THE SUB-SLAB PIPING OR AT THE FURTHEST DISTANCE FROM THE PIPING ACHIEVABLE IF A DISTANCE OF 10 FEET IS NOT POSSIBLE. B. THE FIELD EXTENSION TEST SHALL BE PERFORMED BY THE PARTY THAT INSTALLED THE SYSTEM WITH THE PRESENCE OF THE ENGINEER AS WITNESS BY POURING SMOKE IN THE AREA OF THE HOLE TO CONFIRM THE PRESENCE OF A VACUUM. C. FOLLOWING THE SMOKE TESTING, THE VACUUM SHALL BE MEASURED USING APPLICABLE MINIMANOMETER GAUGE. THE SYSTEM SHALL MEASURE NOT LESS THAN 0.004 INCHES/WATER OF VACUUM. D. AFTER COMPLETION OF THE FIELD EXTENSION TEST. THE HOLE IN THE CONCRETE SLAB SHALL BE SEALED. OFFSET PERFORATED PIPING TO BELOW ELEVATOR. COORDINATE FINAL RISER LOCATION WITH ARCHITECTURAL PLANS.COORDINATE FINAL RISER LOCATION WITH ARCHITECTURAL PLANS.2RFI 98 - Radon System ClarificationRFI 98RFI 39RFI 39 4" WBIKE PARKINGOPEN TO ABOVE4" WRISER 1RISER 2RISER 3RISER 4RISER 6RISER 5OPEN TO ABOVEWC-3WC-3L-2L-2L-2L-2WC-3WC-3S-3EWC-1HB-1HB-1FD-56" W3P0016P001FAI8" WSP-1FD-4FD-2 FD-2CO-3CO-3FD-2FD-2RISER 7RISER 8RISER 9RISER 10RISER 11ARISER 13RISER 14RISER 12BRISER 19RISER 17RISER 15RISER 16RISER 18RISER 204" W4" W6" W4" W6" W6" W4" W4" W4" W6" W4" W8" WRESTROOM108RESTROOM109STORAGE110VESTIBULE100CO-2CO-24" W4" WCO-2COMMUNITY ROOM151FITNESS155STAIR 1ST1RESTROOM154RESTROOM153STAIR 3ST3GALLERY OFFICE116GALLERY114STUDIO112STORAGE113ELECTRICAL111MECH106CONFERENCE102SUPPORTIVE SERVICESOFFICE105LOBBY101VESTIBULE107STORAGE152PROPERTY MANAGEMENTOFFICE104BREAKROOM115MECHANICAL111AFD-42P1004" Radon6" RadonS-1S-3SP-1ELEVEL1S-3RISER 12ARISER 11B4" W4" W4" W4" W4" W4" W4" W4" W4" W4" W4" W4" W4" W4" W4" W3" W4" W4" W2" W3" W3" W3" W2" VS-12" W110 South Albany StreetIthaca, New York 14850607.277.1118www.taitem.comThe Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:DATE:11/8/2019 5:00:13 PMC:\Users\Brendan\Documents\Revit Local\Vecino Ithaca Athaus MEPS Central 2019_Brendan.rvtFIRST FLOOR DWVP10118260AuthorIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK06/10/20191/8" = 1'-0"1FIRST FLOOR DWVREV. DESCRIPTION DATE1 ADDENDUM #5 11/8/20191P101 GENERAL NOTES: 1.UNDERSLAB RADON PIPING NOT SHOWN ON THIS PLAN. REFER TO P100. CONDENSATE RECIEVER RISER 8,SEE RISER 7 FOR SIMILAR DWV LAYOUTRISER 9 RISER 1RISER 2RISER 4RISER 5RISER 6RISER 7WC-1T-1S-1T-1WC-1L-13P0015P001RISER 10 WC-2WC-2S-2S-2RISER 12A.SIMILAR TO RISER 13.RISER 13RISER 14FIXTURE TYPES SHOWN IN UNITS 201 AND 202 ARE TYPICAL ALL FLOORS EXCEPT TOILETS AND KITCHEN SINKS AS NOTED IN TYPE "A" UNITS X21, X30, X35.RISER 20 RISER 19RISER 15RISER 16RISER 17RISER 182 BED UNIT TYPE 12011 BED UNIT TYPE 22021 BED UNIT TYPE 6204STUDIO UNIT TYPE 32031 BED UNIT TYPE 72051 BED UNIT TYPE 62062 BED UNIT TYPE 2207STUDIO UNIT TYPE 12081 BED UNIT TYPE 5210STORAGE209STUDIO UNIT TYPE 22111 BED UNIT TYPE 72121 BED UNIT TYPE 72141 BED UNIT TYPE 7216LAUNDRY213ELEC2171 BED UNIT TYPE 72251 BED UNIT TYPE 12261 BED UNIT TYPE 12271 BED UNIT TYPE 3228STUDIO UNIT TYPE 1229STUDIO UNIT TYPE ATYPE 1230STUDIO UNIT TYPE 1231STUDIO UNIT TYPE 12321 BED UNIT TYPE 8234STUDIO UNIT TYPE 1233STAIR 3ST31 BED UNIT TYPE ATYPE 4235STAIR 2ST22 BED UNIT TYPE 32202 BED UNIT TYPE ATYPE 4221STUDIO UNIT TYPE 3219STUDIO UNIT TYPE 12222 BED UNIT TYPE 2218STUDIO UNIT TYPE 1223STUDIO UNIT TYPE 12241 1/2" VBELOW FLOOR1 1/2" VFROM FD-4 BELOWFROM S-1 BELOWFROM RESTROOM 109RISER 4.1BRISER 4.1ARISER 6ARISER 6FRISER 6GRISER 12BRISER 14BRISER 14AS-3S-41P0011 1/2" VFROM CONDENSATE RECIEVER BELOW1 1/2" VBELOW FLOORRISER 16ARISER 16BRISER 16CRISER 20BRISER 20CS-1L-1L-1CO-2CO-1CO-1CO-1CO-1FROM MECH 1063" WRISER 11BRISER 11AWC-2CO-1RISER 31 1/2" VP102 GENERAL NOTES: 1.HORIZONTAL WASTE PIPING IS RUN BELOW PRECAST CONCRETE PLANK AND ABOVE GARAGE CEILING WHER OCCURS.2.PENETRATIONS OF PRECAST CONCRETE BEAMS IS NO PERMITED. 4" Radon6" RadonRUN BELOW BEAM RUN BELOW BEAM RUN BELOW BEAM RUN BELOW BEAM CO-1RUN BELOW BEAM RUN BELOW BEAM RUN BELOW BEAM RUN BELOW BEAM RUN BELOW BEAM RUN BELOW BEAM RUN BELOW BEAM RISER 6BRISER 6CRISER 6DRISER 6ERISER 5BRISER 5ARISER 7 ARISER 7BRISER 7CRISER 9BRISER 9ARISER 9CRISER 10ARISER 10BRISER 11CRISER 11DRISER 11ERISER 11FRISER 12CRISER 12DRISER 13ARISER 13BRISER 14CRISER 15ARISER 15BRISER 15CRISER 15DRISER 16DRISER 18ARISER 18BRISER 18CRISER 17ARISER17BRISER19ARISER 19BRISER19CRISER 4ARISER 3.1ARISER 3.1BRISER 3.1CRISER 3CRISER 3BRISER 2CRISER 2BRISER 2ARISER 1ARISER 1BRISER 3APIPING RUN IN FURRED OUT WALL PIPING RUN IN FURRED OUT WALL RISER 20ARISER 1CRISER 1D110 South Albany StreetIthaca, New York 14850607.277.1118www.taitem.comThe Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:DATE:11/8/2019 5:00:32 PMC:\Users\Brendan\Documents\Revit Local\Vecino Ithaca Athaus MEPS Central 2019_Brendan.rvtSECOND FLOOR DWVP10218260AuthorIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK06/10/20191/8" = 1'-0"1SECOND FLOOR DWVREV. DESCRIPTION DATE1 ADDENDUM #5 11/8/20191RFI 89 - Pre-Cast Plumbing ConflictsRFI 89 RISER 6ARISER 7BRISER 12ARISER 13RISER 14ARISER 14B1 BED UNIT TYPE 63042 BED UNIT TYPE 1301STUDIO UNIT TYPE 33031 BED UNIT TYPE 73051 BED UNIT TYPE 63062 BED UNIT TYPE 2307STUDIO UNIT TYPE 1308LAUNDRY3132 BED UNIT TYPE 2318STUDIO UNIT TYPE 33192 BED UNIT TYPE 4321STUDIO UNIT TYPE 1322STUDIO UNIT TYPE 1323STUDIO UNIT TYPE 13241 BED UNIT TYPE ATYPE 4335STUDIO UNIT TYPE 1333STUDIO UNIT TYPE 1331STUDIO UNIT TYPE 1329STUDIO UNIT TYPE ATYPE 1330STUDIO UNIT TYPE 13321 BED UNIT TYPE 83341 BED UNIT TYPE 33281 BED UNIT TYPE 13271 BED UNIT TYPE 53101 BED UNIT TYPE 2302STUDIO UNIT TYPE 23112 BED UNIT TYPE 3320ELEC3171 BED UNIT TYPE 73121 BED UNIT TYPE 73141 BED UNIT TYPE 73161 BED UNIT TYPE 73251 BED UNIT TYPE 1326STORAGE309STAIR 2ST2ELEVEL1STAIR 2ST2ELEVEL1STAIR 1ST1STAIR 1ST1STAIR 3ST3FD-4S-3S-4RISER 16ARISER 16BRISER 16CRISER 17BRISER 20C3" WRISER 11BRISER 12A.SIMILAR TO RISER 13.RISER 6FRISER 6GRISER 12BRISER 16ARISER 16BRISER 16CRISER 20BRISER 20CRISER 11BRISER 11ARISER 6BRISER 6CRISER 6DRISER 6ERISER 5BRISER 5ARISER 7 ARISER 7BRISER 7CRISER 9BRISER 9ARISER 9CRISER 10ARISER 10BRISER 11CRISER 11DRISER 11ERISER 11FRISER 12CRISER 12DRISER 13ARISER 13BRISER 14CRISER 15ARISER 15BRISER 15CRISER 15DRISER 16DRISER 18ARISER 18BRISER 18CRISER 17ARISER17BRISER19ARISER 19BRISER19CRISER 4.1BRISER 4.1ARISER 4ARISER 3.1ARISER 3.1BRISER 3.1CRISER 3CRISER 3BRISER 2CRISER 2BRISER 2ARISER 1ARISER 1BRISER 3APIPING RUN IN FURRED OUT WALL PIPING RUN IN FURRED OUT WALL RISER 20AP204 GENERAL NOTES: 1.REFER TO P202 FOR TYPICAL DOMESTIC WATER LAYOUT. RISER 1CRISER 1D110 South Albany StreetIthaca, New York 14850607.277.1118www.taitem.comThe Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:DATE:11/8/2019 5:00:48 PMC:\Users\Brendan\Documents\Revit Local\Vecino Ithaca Athaus MEPS Central 2019_Brendan.rvtTHIRD AND FOURTHFLOOR DWVP10318260AuthorIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK06/10/20191/8" = 1'-0"1THIRD AND FOURTH FLOOR DWVREV. DESCRIPTION DATE1 ADDENDUM #5 11/8/20191 5P001RISER 16ARISER 16BRISER 16CRISER 17BRISER 17ARISER 20ARISER 20BRISER 20C3" VRISER 10ARISER 11BRISER 11ARISER 12A.SIMILAR TO RISER 13.RISER 4.1BRISER 4.1ARISER 6ARISER 6FRISER 6GRISER 12BRISER 14BRISER 16ARISER 16BRISER 16CRISER 20BRISER 20CRISER 11BRISER 11ARISER 6BRISER 6CRISER 6DRISER 6ERISER 5BRISER 5ARISER 7 ARISER 7BRISER 7CRISER 9BRISER 9ARISER 9CRISER 10ARISER 10BRISER 11CRISER 11DRISER 11ERISER 11FRISER 12CRISER 12DRISER 13ARISER 13BRISER 14CRISER 15ARISER 15BRISER 15CRISER 15DRISER 16DRISER 18ARISER 18BRISER 18CRISER 17ARISER17BRISER19ARISER 19BRISER19CRISER 4.1BRISER 4.1ARISER 4ARISER 3.1ARISER 3.1BRISER 3.1CRISER 3CRISER 3BRISER 2CRISER 2BRISER 2ARISER 1ARISER 1BRISER 3APIPING RUN IN FURRED OUT WALL PIPING RUN IN FURRED OUT WALL RISER 20ARISER 1CRISER 1DRISER 14A110 South Albany StreetIthaca, New York 14850607.277.1118www.taitem.comThe Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:DATE:11/8/2019 5:06:40 PMC:\Users\Brendan\Documents\Revit Local\Vecino Ithaca Athaus MEPS Central 2019_Brendan.rvtFIFTH FLOOR DWVP10418260AuthorIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK06/10/20191/8" = 1'-0"1FIFTH FLOOR DWVREV. DESCRIPTION DATE1 ADDENDUM #5 11/8/20191 RH-13"VTR3"VTR3"VTR3"VTR3"VTR3"VTR3"VTR3"VTR3"VTR3"VTR6" Radon4" Radon2P1053"VTR3"VTR3"VTR3"VTR6TH FLOOR-MEP53' -1 1/2"T.O. PARAPET-MEP57' -9 1/2"110 South Albany StreetIthaca, New York 14850607.277.1118www.taitem.comThe Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:DATE:11/8/2019 5:01:07 PMC:\Users\Brendan\Documents\Revit Local\Vecino Ithaca Athaus MEPS Central 2019_Brendan.rvtROOF PLANP10518260AuthorIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK06/10/20191/8" = 1'-0"1ROOF PLUMBINGREV. DESCRIPTION DATE1 ADDENDUM #2 07/11/20192 ADDENDUM #5 11/8/20191/4" = 1'-0"2RADON PIPING ROOF OFFSET1112 UP TO 3RD FLOOR JOISTS.BIKE PARKINGOPEN TO ABOVEOPEN TO ABOVE3P001WC-3WC-3L-2L-2L-2L-2WC-3WC-3S-3EWC-1HB-1HB-1FD-2FD-2FD-4FD-2FD-2ELECTRICAL111STORAGE113VESTIBULE100CONFERENCE102MECH106SPRINKLER CONNECTION REFER TO FIRE PROTECTION DRAWINGSHB-11/2" TW1/2" CW3/4" CWGALLERY OFFICE1161/2" CWCOMMUNITY ROOM151FITNESS155RESTROOM154RESTROOM153STAIR 1ST13/4"PEX BELOW SLABRESTROOM109RESTROOM108GALLERY114GALLERY114STUDIO112BREAKROOM115STAIR 3ST31 1/2" RWUP3" CWUP3/4" CW1/2" TW3" TW5P305STORAGE152P-1WHT-1WHT-1ET-1WH-1WH-1TYPICAL HOT WATER MANFIOLD PIPING FROM DHP-1ELEVATED PLATFORM REFER TO STRUCTURAL DRAWINGSP-2DMV-12P1006" CW4" CWRPZ-1DCVA-1P-1S-31/2" TW3/4" CWUPPENETRATION MUST BE >10" BELOW TOP OF SHEAR WALL.S-1HB-1S-1FD-4110 South Albany StreetIthaca, New York 14850607.277.1118www.taitem.comThe Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:DATE:4/13/2021 11:24:10 AMC:\Users\brendan\Documents\Vecino Ithaca Athaus MEPS Central 2019_bmangino.rvtFIRST FLOORDOMESTICP20118260AuthorIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK06/10/20191111REV. DESCRIPTION DATE1 ADDENDUM #5 11/8/20192 SI # 804/09/20212Heat Pump Penetration DetailRFI 107 1. IF PEX MANIFOLD OPTION IS CHOSEN, LOCATE MANFIOLDS IN MECHANICAL CLOSET. PROVIDE 1/2" HOME RUNS TO EACH FIXTURE. COORDINATE PEX MANIFOLD LOCATIONS WITH MECHANICAL CONTRACTOR. 2. IF MULTI-TEE OPTION IS CHOSEN. PROVIDE 3/4" MAIN SUPPLY WITH 1/2" BRANCHES TO FIXTURES. A SINGLE TOILET AND LAVATORY MAY BE COMBINED ON 1/2".PROVIDE DISHWASHER CONNECTIONS, TYP. WC-1T-1S-1T-1WC-1L-11 1/4" CW1 1/4" TW1 1/4" CW1 1/2" CW2" TW1 1/4" TW1 1/4" TW1 1/4" CW1" CW1" TW3/4" CW1" CW1 1/4" CW1 1/4" CW1" CW1 1/4" CW1 1/4" TW1" TW1 1/2" TW1 1/2" CW1 1/4" TW1 1/4" CW1 1/4" TW1 1/4" CW1" CW1" TW1" TW1" CW3/4" CW1 1/2" CW2" CW1 1/2" CW1 1/4" CW1" TW1" CW1" TW1" CWCONTRACTOR OPTION:MULTI-TEE BRANCH OR PEX MANIFOLD SYSTEM.CIRCUIT SETTER & SHUTOFF, TYP. ALL FLOORS.PROVIDE SHUTOFFS AT ALL UNIT ENTRANCES AND OTHER BRANCHES.BELOW FLOOR1/2" TW1/2" CWDN TO S-1BELOW FLOOR3/4" TWDN TO 1ST FLOOR2 BED UNIT TYPE 12011 BED UNIT TYPE 2202STUDIO UNIT TYPE 32031 BED UNIT TYPE 62041 BED UNIT TYPE 72051 BED UNIT TYPE 62062 BED UNIT TYPE 2207STUDIO UNIT TYPE 12081 BED UNIT TYPE 5210STUDIO UNIT TYPE 22111 BED UNIT TYPE 7212STORAGE2091 BED UNIT TYPE 72141 BED UNIT TYPE 72161 BED UNIT TYPE 72251 BED UNIT TYPE 1226LAUNDRY213STUDIO UNIT TYPE 12242 BED UNIT TYPE 2218ELEC217STUDIO UNIT TYPE 1222STUDIO UNIT TYPE 32192 BED UNIT TYPE ATYPE 42212 BED UNIT TYPE 3220STUDIO UNIT TYPE 12231 BED UNIT TYPE 12271 BED UNIT TYPE 3228STUDIO UNIT TYPE ATYPE 1230STUDIO UNIT TYPE 1229STUDIO UNIT TYPE 1231STUDIO UNIT TYPE 12331 BED UNIT TYPE 82341 BED UNIT TYPE ATYPE 42353/4" CW3/4" TW1/2" TW1/2" CW1/2" TW1/2" CW1/2" CW3/4" TW3/4" CW1/2" TW3/4" CW1/2" TW1/2" CW1 1/4" RWUP3/4" CW3/4" TWTYP3/4" CW3/4" CW3/4" TW1 1/4" TW1 1/2" TW1 1/2" TW1 1/4" TW3/4" TW1" TW3/4" TW1 1/2" RW1 1/2" RW1 1/2" RW1 1/2" RW3" TW1 1/2" RW1 1/4" RWUPUP3/4" TW1/2" TW1/2" CWS-3S-45P3051P0013/4" CW1" TW1" TW110 South Albany StreetIthaca, New York 14850607.277.1118www.taitem.comThe Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:DATE:11/8/2019 5:01:37 PMC:\Users\Brendan\Documents\Revit Local\Vecino Ithaca Athaus MEPS Central 2019_Brendan.rvtSECOND FLOORDOMESTICP20218260AuthorIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK06/10/20191/8" = 1'-0"1SECOND FLOOR DOMESTIC WATER - FLOORS ABOVE SIMILARREV. DESCRIPTION DATE1 ADDENDUM #5 11/8/20191111111111111111 5P001TW UP&DNCW UP&DN2" CW2" TW3/4" RW1" RW1" RW2" CW2" CW2" TWP203 GENERAL NOTES: 1.REFER TO P202 FOR TYPICAL DOMESTIC WATER LAYOUT. 110 South Albany StreetIthaca, New York 14850607.277.1118www.taitem.comThe Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:DATE:11/8/2019 5:01:50 PMC:\Users\Brendan\Documents\Revit Local\Vecino Ithaca Athaus MEPS Central 2019_Brendan.rvtTHIRD AND FOURTHFLOOR DOMESTICP20318260AuthorIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK06/10/20191/8" = 1'-0"1THIRD AND FOURTH FLOOR DOMESTIC WATER - REFER TO P202REV. DESCRIPTION DATE1 ADDENDUM #5 11/8/2019111111111111111 CIRCUIT SETTER & SHUTOFF, TYP EACH FLOORUP TO ROOF HYDRANT3/4" CW2P105110 South Albany StreetIthaca, New York 14850607.277.1118www.taitem.comThe Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:DATE:11/8/2019 5:02:00 PMC:\Users\Brendan\Documents\Revit Local\Vecino Ithaca Athaus MEPS Central 2019_Brendan.rvtFIFTH FLOORDOMESTICP20418260AuthorIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK06/10/20191/8" = 1'-0"1FIFTH FLOOR DOMESTIC WATER - REFER TO P202REV. DESCRIPTION DATE1 ADDENDUM #5 11/8/2019111111111111111 RISER 1RISER 2RISER 3RISER 4RISER 5RISER 6 RISER 7 RISER 8, SEE RISER 7 FOR TYPICAL DWV LAYOUTRISER 9RISER 10RISER 11ARISER 20RISER 12ARISER 13RISER 14RISER 19RISER 18RISER 17RISER 16RISER 156" W8" W4" W6" W4" W4" W4" W4" W4" W3" WFD-4SP-14" W4" W4" W4" W6" W4" W4" W4" WWC-3WC-3L-2L-2L-2L-2WC-3WC-3S-3EWC-1FD-5FD-2FD-2FD-2FD-2CO-3CO-3CO-3CO-2FAI4" W4" W4" W4" WCO ~1'-0" AFF, TYPICAL ALL RISERS.6" W4" W2" V1 1/2" VSP-1 DISCHARGE TO S-3CONNECT TO UNIT 229 KITCHEN SINK VENTCONNECT TO UNIT 227 LAV VENT2" W3" WCO-2CO-2FD-4CONNECT TO UNIT 235 TOILET VENTCONDENSATE RECEIVER2" WSP-1RISER 12BRISER 11B4" W4" W4" W3" W2" W2" W4" W4" W3" W4" W4" W4" W4" W4" W4" W4" W4" W6" W4" W4" W4" W4" W4" W4" W4" WREFER TO CIVIL DRAWINGS110 South Albany StreetIthaca, New York 14850607.277.1118www.taitem.comThe Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:DATE:11/8/2019 5:02:07 PMC:\Users\Brendan\Documents\Revit Local\Vecino Ithaca Athaus MEPS Central 2019_Brendan.rvtUNDERSLAB ANDFIRST FLOOR DWVISOMETRICP30118260AuthorIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK06/10/20191DWV Iso Below slabREV. DESCRIPTION DATE1 ADDENDUM #5 11/8/20191 CLEANOUT 1' AFF ON EACH SANITARY RISER4" W3" W2" WWC-1T-1L-11 1/2" VFLOORS ABOVE SIMILAR1 1/2" W1 1/2" V1 1/2" V1 1/2" V1 1/2" V1 1/2" V2" VT-1L-1WC-1L-1L-13" W4" W2" W3" W1A1C1B1D1WC-1T-1S-1WC-1T-1S-1 L-1L-11 1/2" V1 1/2" VFLOORS ABOVE SIMILAR1 1/2" WTO RISER 3TO RISER 33" W3" W1 1/2" V3" W2" W3" WCONDENSATE RECEIVER3" WTO RISER 4.1WC-1WC-1WC-1WC-11 1/2" WCONDENSATE RECEIVERCONDENSATE RECEIVER1 1/2" V1 1/2" V1 1/2" W1 1/2" VFLOORS ABOVE SIMILAR1 1/2" V1 1/2" VTO RISER 4.13" W3" W4" W4" W3"VTR4S-1T-1WC-1S-1WC-3WC-3L-2L-2L-1FD-2FD-2CONDENSATE RECEIVER1 1/2" WFLOORS ABOVE SIMILARRESTROOMS 153 & 1541 1/4" CNDFC CONDENSATE, TYP1 1/2" VS-1S-1S-1L-1WC-1T-1S-13" W2" W2" W1 1/2" W3" W4" W3" W3" W3" W1 1/2" W3"VTRS-33" W1 1/2" V1 1/2" V2" WFROM ELEVATOR SUMP PUMP SP-12A2B2C2WC-1T-1S-1L-1CONDENSATE RECEIVERFLOORS ABOVE SIMILAR4" W3" W2" W2" V3"VTR1 1/2" V2" W1 1/2" V2" V2" VS-1L-1T-1WC-13" W2" W2" W3" W2" W2" W3" W1 1/2" W55A5B6A6F6GWC-1T-1L-1T-1L-1L-1L-1S-1S-1S-1WC-1T-1S-1CONDENSATE RECEIVERCONDENSATE RECEIVER3" W3" W3" W1 1/2" V2" W1 1/2" W2" W2" V3" W2" W1 1/2" V3" W1 1/2" W1 1/2" V2" W1 1/2" VFLOORS ABOVE SIMILAR1 1/2" V2" V1 1/2" V2" V2" W2" W1 1/2" W1 1/2" V1 1/2" V2" W1 1/2" V2" V3" V2" V2" V1 1/2" V1 1/2" V1 1/2" V2" V1 1/2" V1 1/2" W1 1/2" V1 1/2" V1 1/2" V1 1/2" V1 1/2" V3"VTR3"VTR2" W3" WT-1T-1L-1L-1TO RISER 43" W3" W2" W1 1/2" V1 1/2" WTO RISER 41 1/2" W1 1/2" W1 1/2" W2" W1 1/2" V1 1/2" V4.1A4.1BCO-24" WT-1T-1L-1L-1S-1S-1S-1FLOORS ABOVE SIMILARCO-1TO RISER 3.1TO RISER 3.13"VTR3" W3" W4" W4" W3" W2" W2" W3" W3" W2" W1 1/2" VS-1T-1L-1WC-1T-1WC-1L-1CONDENSATE RECEIVER2" W1 1/2" V4" W3A3B3C3110 South Albany StreetIthaca, New York 14850607.277.1118www.taitem.comThe Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:DATE:11/8/2019 5:02:18 PMC:\Users\Brendan\Documents\Revit Local\Vecino Ithaca Athaus MEPS Central 2019_Brendan.rvtDWV RISERS 1-6ISOMETRICSP30218260AuthorIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK06/10/20191DWV RISER 13DWV RISER 3.14DWV RISER 42DWV RISER 26DWV RISER 57DWV RISER 65DWV RISER 4.1REV. DESCRIPTION DATE1 ADDENDUM #5 11/8/20198DWV RISER 313.1A3.1C3.1B66C6B6E6D FLOORS ABOVE SIMILARCONDENSATE RECEIVERL-1T-1WC-13" W3" W3" W1 1/2" V1 1/2" W1 1/2" V2" W1 1/2" V2" V1 1/2" V1 1/2" V2" W1 1/2" V3"VTRWC-1T-1L-1CONDENSATE RECEIVERFLOORS ABOVE SIMILARWASTE STACK VENT PER IPC 913. NO OFFSETS ABOVE LOWEST DRAIN CONNECTION PERMITTED.S-2WC-1T-1T-1L-1L-1WC-2WC-1S-1T-1T-1WC-1L-1L-1S-1S-1L-1WC-1T-1L-1T-1WC-1S-1S-1S-1S-11 1/2" V3" W3" V3" W1 1/2" V2" V2" W2" W1 1/2" W3" W3" W3" W3" W3" V2" V3"VTR1 1/2" W1 1/2" V1 1/2" W1 1/2" V2" V1 1/2" V2" V3" W3" W3" W2" W1 1/2" V2" W1 1/2" V1 1/2" V1 1/2" V2" W3" W2" W1 1/2" V3"VTR1 1/2" V1 1/2" VFLOORS ABOVE SIMILAR11B11C11A11D11FFLOORS ABOVE SIMILART-1WC-1L-1WC-1L-1T-1T-1L-1WC-1T-1L-1WC-13" W3" W1 1/2" W1 1/2" V1 1/2" W2" V1 1/2" V2" V1 1/2" V1 1/2" WCONDENSATE1 1/2" V2" V3" VS-1S-13"VTR12B12A12C12DS-13" W3" W3" V3"VTRCONDENSATE RECEIVER3" W3" W3" V3"VTR1 1/2"VTRS-13" W3" W3" W14A14C14BS-2WC-1T-1L-1WC-2T-1L-1CONDENSATE RECEIVERCONDENSATE RECEIVERFLOORS ABOVE SIMILAR4" W3" W2" V1 1/2" V2" V1 1/2" V3" W1 1/2" V2" V1 1/2" V1 1/2" V2" V4" W1 1/2" V1 1/2" V1414A14C3" V4" W3" W7BS-1S-1T-1WC-1L-1T-1WC-1L-11 1/2" V2" W2" V1 1/2" V2" W2" W2" V2" W3" W2" V3" W2" W2" V2" V2" V1 1/2" V2" V3" V3"VTRFLOORS ABOVE SIMILARCONDENSATE RECEIVERCO-1CO-17C7A3" W4" W4" W3" W3" W3" W3" W2" WL-1T-1WC-2L-1S-1S-2FLOORS ABOVE SIMILARCONDENSATE RECEIVERCONDENSATE RECEIVER2" W1 1/2" V1 1/2" V1 1/2" V2" W3" W1 1/2" W1 1/2" V1 1/2" V1 1/2" V1 1/2" V1 1/2" V3" W3" W2" W1 1/2" V1 1/2" W1 1/2" V1515A15 D15B15C99C9B9CCONDENSATE RECEIVERFROM RESTROOM 109WC-1WC-1T-1T-1L-1L-1S-14" W2" W1 1/2" V3" W4" W1 1/2" W1 1/2" VFROM MECH 1063" W3" W2" W1 1/2" W2" W4" W2" W1 1/2" W2" W3" W3" V110 South Albany StreetIthaca, New York 14850607.277.1118www.taitem.comThe Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:DATE:11/8/2019 5:02:39 PMC:\Users\Brendan\Documents\Revit Local\Vecino Ithaca Athaus MEPS Central 2019_Brendan.rvtDWV RISERS 7-15ISOMETRICSP30318260AuthorIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK06/10/20191DWV RISER 102DWV RISER 113DWV RISER 124DWV RISER 135DWV RISER 146DWV RISER 7SIMILAR FOR RISERS 88DWV RISER 15REV. DESCRIPTION DATE1 ADDENDUM #5 11/8/20197DWV RISER 9171010B10A1313B13A WC-1L-1T-1FLOORS ABOVE SIMILAR3" W4" W1 1/2" V1 1/2" W2" V2" V17A3" W2" W3" W1717BT-1L-1WC-1L-1S-1S-1CONDENSATE RECEIVERFLOORS ABOVE SIMILAR4" W1 1/2" V3" W3" W2" W1 1/2" V2" W1 1/2" V1 1/2" V1 1/2" W3" W1 1/2" W1 1/2" W2" W3" W1 1/2" V2" V2" V2" V2" V2" V2" V2" V3"VTR2" W1 1/2" V2" W1 1/2" V1 1/2" V1 1/2" W1818B18A18CWC-1L-1T-1S-1CONDENSATE RECEIVERFLOORS ABOVE SIMILAR3" W1 1/2" V1 1/2" V3" W1 1/2" V1919C19B19A4" W4" W3" W1 1/2" W3" W2" W3" W2" WT-1WC-1L-1L-1T-1WSHRWSHRWC-1S-3S-4FLOORS ABOVE SIMILARCONDENSATE RECEIVER3" W3" W1 1/2" V2" W4" W1 1/2" V2" W2" W1 1/2" V2" V1 1/2" V3"VTR3" W3" W1 1/2" V1 1/2" V1 1/2" V2" W3" W2" V20CFD-4S-1S-14" W2" W3" W20A2020B110 South Albany StreetIthaca, New York 14850607.277.1118www.taitem.comThe Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:DATE:11/8/2019 5:03:04 PMC:\Users\Brendan\Documents\Revit Local\Vecino Ithaca Athaus MEPS Central 2019_Brendan.rvtDWV RISERS 16-20ISOMETRICSP30418260AuthorIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK06/10/20194DWV RISER 175DWV RISER 186DWV RISER 197DWV RISER 20REV. DESCRIPTION DATE1 ADDENDUM #5 11/8/20191 6" CW4" CW3" CW3" CW2" CW3" CW2" CW2 1/2" CW2" CW3" TW3" TW2" TW2" TW2 1/2" TW2" TW2" TW1 1/2" RW1" RW3/4" RW1 1/2" RW1" RW1 1/4" RW1 1/4" RW1" RW3/4" RW1" RW1" RW1" RW1 1/2" RW1 1/2" RW3/4" CWRH-1HB-1HB-1HB-1WC-3L-2L-2EWC-1WC-3S-3WC-3L-2L-2WC-33/4" CW3/4" CW1/2" TW3/4" CW1/2" TW3/4" CW3/4" TWWSHRWSHRS-3S-4AQUASTAT @ 100°FRPZ-12" CW2" CW2" CW2" CW2" CW2" CW2" TW2" TW2" TW2" TW2" TW2" TW1 1/2" CW2" TW1 1/4" TW3/4" TW3/4" CW1" TW3/4" TW1 1/4" RW1 1/2" CW1 1/2" CW1 1/4" CW1 1/4" CW1" CW3/4" CW1 1/4" CW1 1/2" TW1 1/2" TW1 1/4" TW1 1/2" CW1 1/4" TW1" TW1" TW3/4" TW1 1/4" RW1/2" CW1" CW1 1/4" CW3/4" CW1" CW1 1/4" TW1 1/4" CW1 1/4" TW1" CW3/4" CW1" TW1" CW1 1/4" RW1 1/2" RW1 1/2" RW1 1/2" RWS-31/2" CW1/2" TWS-11/2" TW1/2" CWS-1WH-1WH-1WHT-1WHT-1ET-1DMV-1ZV-1ZV-1P-1P-1P-2ZV-2ZV-2TO DHP-1 ARRAYFROM DHP-1 ARRAY1 1/4" CW1 1/4" CWAAV-1VB-1VB-1AAV-1ZV-1ZV-11 1/4" HW1 1/4" HW2" HW2" HW3" HW3" CW3" TW1 1/2" RW3" CW3" CW1ST FLOOR0' -0"2ND FLOOR12' -6"1' - 0"1' - 6"DHP-1DHP-1DHP-1DHP-1DHP-1DHP-1DHP-1DHP-1DHP-1DHP-1DHP-1DHP-1DHP-1DHP-1DHP-1DHP-1FROM COLD WATER MANIFOLD TO DHP OUTDOOR UNITS. COLD WATER LINES MUST SLOPE TOWARDS AND MAINTAIN ELEVATION ABOVE COLD WATER MANIFOLD AT ALL TIMES. PROVIDE OVERHEAD SNOW AND ICE PROTECTION. 1/8" / 1'-0"1 1/4" CW1" CW3/4" CW1/2" CW1 1/4" HW1" HW3/4" HW1/2" HWALL HOT WATER CONNECTION TO HEADER SHALL BE MADE WITH A WYE.IN LIEU OF REQUIREMENTS IN SPECIFICATION SECTION 22 0700 3.2 D CONTRACTOR SHALL PROVIDE 1" INSULATION WITH PVC JACKET ON ALL DHW PIPING OUTSIDE OF BUILDING.WHT-1WHT-1WH-1WH-1DHP-1DHP-1150 F150 FET-1AAV-1VB-1ZV-1P-1ZV-1ZV-2FROM ADDITIONAL 7 SANDEN ODUTO ADDITIONAL 7 SANDEN ODUCOLD WATER SERVICECONTRACTOR TO FURNISH DISCONNECTS FOR (16) DHP-1, (2) WH-1 AND (2) P-1. 2" HW3" CW3/4" CW2" HW1 1/4" HW1/2" CW1" RW1 1/2" RW1 1/4" CW1 1/2" HW3" CWALL MANUAL BALL VALVES SHALL BE LEFT OPEN DURING NORMAL OPERATION UNLESS OTHERWISE NOTED.NORMALLY CLOSEDNORMALLY CLOSEDPROVIDE AQUASTAT ON SOUTHERN WING 5TH FLOOR RECIRCULATION RISER AND SET TO 100 F.FROM BUILDING RECIRCULATION SYSTEM PROVIDE MINIMUM 6 WATT PER FOOT SELF REGULATING HEAT TRACE TAPE FOR ALL EXTERIOR WATER PIPING, CONTRACTOR TO PROVIDE JUNCTION BOX. PROVIDE PUMPALERT CELLULAR ALARM UNIT. CONNECT TO OUTLET LOCATED IN DOMESTIC HOT WATER SIDE OF ELECTRICAL ROOM 111.PROVIDE AQUASTAT TO CONTROL CIRCULATION PUMP P-1, LOCATED AQUASTAT AT THE HIGHEST AVILABLE PORT AND ADJUST TO SETTING OF 150 FCONNECT TEMPERATURE SENSOR FOR EACH SANDEN SYSTEM PER MANUFACTUERERS RECOMENDATION. TEMPERATRUE SENSORS TO BE SOURCED PER SANDEN RECOMMENDATIONS. DMV-1SET TO 120 F2" CW3" TWSET SAFETY VALVE TRIGGER SETTING TO 135 FPROVIDE FLOW SWITCH WITH MINIMUM FLOW OF 0.5 GPM AND WIRE INTO DMV-1 FOR OPTIONAL FLOW SWITCH. SET LIMIT VALVE POSITION TO 50% TO START. 1 1/2" RWALL PIPING SHOWN IN DETAIL BETWEEN 3" COLD WATER SUPPLY AND 3" TEMPERED WATER OUTLET OF DMV-1 SHALL BE COPPER. PROVIDE HEAT TRAPS BETWEEN COLD WATER INLET AND HOT WATER OUTLETS OF WHT-1.1ALL SANDEN HEAT PUMPS AND TANKS SHALL BE PIPED IN A REVERSE RETURN PATTERN .21" HW3/4" HW1/2" HWSTRAINER DOWN STREAM OF ALL HEATPUMPS MANUAL BALANCE VALVEEXTERIOR WALL, REFER TO ARCHITECTURAL DRAWINGS.SANDEN UNIT TYPICAL, REFER TO SCHEDULE. QUICKSLING WALL MOUNTED BRACKET REFER TO SCHEDULE. INSTALL PER MANUFACTURERS SPECIFICATIONS. 110 South Albany StreetIthaca, New York 14850607.277.1118www.taitem.comThe Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:DATE:4/13/2021 11:24:18 AMC:\Users\brendan\Documents\Vecino Ithaca Athaus MEPS Central 2019_bmangino.rvtDOMESTIC WATERISOMETRICP30518260AuthorIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK06/10/2019No Scale1DOMESTIC WATER ISOMETRIC - REFER TO P202 FOR TYPICAL FLOOR PIPE SIZING3DOMESTIC HOT WATER SYSTEM DETAIL1/4" = 1'-0"5DHP LAYOUT1/4" = 1'-0"2WATER HEATER SCHEMATIC3/4" = 1'-0"4SANDEN MOUNTING, TYPICALSEQUENCE OF OPERATIONSPRIMARY DOMESTIC WATER HEATING:1) During normal operation the domestic hot water load shall be covered entirely by the Sanden heat pump water heater system DHP-1. The electric resistance heated water heaters WH-1 and circulator pumps P-1 shall be deenergized. Both ball valves before and after pump P-1 shall be closed. 2) The heat tape freeze protection system and the drainback zone valves ZV-1 and ZV-2 shall be energized. 3) All ball valves allowing unrestricted flow between the Sanden system and storage tanks shall be opened.4) The Sanden system shall be energized and the set point adjusted to 150 ℉.POWER OUTAGE DURING SANDEN HEATPUMP OPERATION: 1) During a power outage event, the system is designed to automatically purge the heat pump water heater of all water. Zone valves ZV-1 (Normally closed when de-energized) and ZV-2 (Normally open when de-energized) will open or close to their deenergized setting. 2) The PumpAlarm power outage alert system will send an alert text message to the building personnel. 3) Once power is restored, zone valves ZV-1 and ZV-2 will revert to their energized state and the Sanden system will fill automatically. SANDEN HEATPUMP SHUTDOWN: 1) During an event that requires the Sanden system to shut down, the heat pump water heater must be deenergized following themanufacturer’s recommendations. 2) Following the Sanden system de-energization, the zone valves ZV-1 and ZV-2 shall be deenergized to allow for the system to purge of water. 3) All ball valves isolating the Sanden system from the storage tanks shall be closed. BACKUP ELECTRIC RESISTANCE HEATING: 1) The back up electric resistance should be used in the event that the Sanden system is shut down for maintenance or otherwise being inoperable. Once the Sanden system is ready to be operated, properly it shall be switched back as the source of hot water as soon as possible. 2) The Sanden heat pump shutdown protocol shall be performed. 3) Both ball valves before and after pump P-1 shall be opened.4) Pump P-1 shall be energized.5) Water heater WH-1 shall be energized and set to 150 ℉. 6) Once the temperature setpoint in the 500 gallon storage tank WHT-1 is reached, the aquastat shall cause the pump P-1 to deenergize. 2REV. DESCRIPTION DATE1 ADDENDUM #2 07/11/20192 ADDENDUM #5 11/8/20193 SI # 804/09/20213333 W3ASPHFTVVANITY FIXTURESWITCHDUPLEX RECEPTACLE HORN/STROBE / CandelaSTROBE / CandelaPULL STATIONSMOKE DETECTORWALL TELEPHONETELEPHONE (POTS)QUAD RECEPTACLEEXIT SIGN - CEILINGEMERGENCY LIGHTEXIT SIGN - WALL#G:GFCIA:Above CounterW:WeatherproofP: PhotoelectricNEW CONCEALED WIRING# Indicates Quantity of Jacks if More than OneDATA OUTLET3:3 WayT:TimerOS:Occupancy SensorVS:Vacancy Sensor## Indicates Total Quantity of Jacks, Including (1) VoiceVOICE/DATA OUTLETSUSPENDED FIXTUREFIRE ALARM CONTROL PANELFACPDOOR HOLDERREMOTE ANNUNCIATORRAPANELBOARD-RECESSEDPANELBOARD-SURFACELEGENDOCCUPANCY SENSORNEW SURFACE RACEWAYSECURITY ACCESS SYSTEM REMOTE EMERGENCY HEADDOWNLIGHTKEY FOBKFFIRE ALARM CONNECTIONACCESS CONTROL PANELAP208 VOLT RECEPTACLE7575CAMERALINEAR FIXTUREEXIT SIGN - EMERGENCY LIGHTHEAT DETECTORF: Fixed TemperatureEMERGENCY CALL STATIONECEMERGENCY COMMUNICATIONS PANELECPTAMPER SWITCHTSFLOW SWITCHFSCALL BOXCBTV CABLEDOOR CONTACTDCArrow indicates exit directionFIRE ALARMFA2000A 208Y/120V 3Ø/4W SERVICE DISCONNECT(BOD: GE TMP3BB20RAR)125A 6-METER SOCKET STACK, 1200A RATED HORIZONTAL BUSBAR (BOD: GE TMPR8612R ), TYPICAL OF 20. EACH METER STACK FEEDS (6) 100A 208Y/120V 1Ø-3W PANELS. EACH APARTMENT FEED TO BE PROTECTED BY 125A-2P BREAKER.CT CABINET BY ELECTRICAL CONTRACTOR. PROVIDE CUT SHEET OF CABINET TO NYSEG FOR REVIEW PRIOR TO INSTALLATION.UNDERGROUND TO TRANSFORMERMAIN DISTRIBUTION PANEL (MDP)1000A 208Y/120V 3Ø-4W1000A MAIN BREAKERFIRST FLOORSECOND FLOOR125A 4-METER SOCKET STACK, 1200A RATED HORIZONTAL BUSBAR (BOD: GE TMPR8412R), TYPICAL OF 1. EACH APARTMENT FEED TO BE PROTECTED BY 125A-2P BREAKER.THIRD FLOORAPT 201 (P-201)100A 208Y/120V 1Ø-3WMLO24SPTYP OF (31) APARTMENT PANELS ON EACH FLOORAPT 235 (P-235)100A 208Y/120V 1Ø-3WMLO24SPAPT 301 (P-301)100A 208Y/120V 1Ø-3WMLO24SPTYP OF (31) APARTMENT PANELS ON EACH FLOORAPT 335 (P-335)100A 208Y/120V 1Ø-3WMLO24SPHOUSE PANEL (P-3)225A 208Y/120V 3Ø-4WMLO42SPAPT 401 (P-401)100A 208Y/120V 1Ø-3WMLO24SPTYP OF (31) APARTMENT PANELS ON EACH FLOORAPT 435 (P-435)100A 208Y/120V 1Ø-3WMLO24SPFOURTH FLOORFIFTH FLOORAPT 501 (P-501)100A 208Y/120V 1Ø-3WMLO24SPTYP OF (31) APARTMENT PANELS ON EACH FLOORAPT 535 (P-535)100A 208Y/120V 1Ø-3WMLO24SPHOUSE PANEL (P-5)225A 208Y/120V 3Ø-4WMLO42SPFEEDER SCHEDULE(12) SETS OF (4) 250 MCM XHHW AL IN 2-1/2" PVCA(4) SETS OF (4) 350 MCM XHHW AL, (1) 2/0 AL GND IN 3" EMTBAB250-250-250-250-3/0 AL SER CABLECCC2-2-2-4 AL SER CABLEDDDDDDDDD311PANEL P-CR 400A 208/120V 3Ø-4WMLO42SPCOMMUNITY ROOM250-250-250-3/0 AL SER CABLEEGNOTE: ALL WIRE/CABLE SIZES SHOWN ON DRAWINGS ARE BASED ON MINIMUM AMPACITIES REQUIRED FOR EQUIPMENT SIZES SHOWN. CONTRACTOR TO VERIFY SUFFICIENT CONDUCTOR SIZE FOR VOLTAGE DROP BASED ON FINAL CONDUCTOR LENGTH FOR EACH SERVICE OR CIRCUIT.PROVIDE GROUNDING IN ACCORDANCE WITH NEC 250PANEL P-DHW 400A 208/120V 1Ø-3WMLO42SPHELECTRICAL 111100A UNFUSED DISCONNECT AT TOP ELEVATOR HOISTWAYFUSED SHUNT-TRIP DISCONNECT IN ELEVATOR DOOR JAM (BY OTHERS)ELEVATOR EL1 CONTROLLER30HPF(4) #2 XHHW AL, (1) #6 AL GND IN 1-1/2" EMTFFF100A UNFUSED DISCONNECT AT TOP ELEVATOR HOISTWAYFUSED SHUNT-TRIP DISCONNECT IN ELEVATOR DOOR JAM (BY OTHERS)ELEVATOREL2CONTROLLER30HPFFFG(2) SETS OF (4) 500 MCM XHHW AL, (1) #4 AL GND IN 2" EMT111H(2) SETS OF (4) 250 MCM XHHW AL, (1) #4 AL GND IN 2" EMT11111111UNDERGROUND TO TRANSFORMERII(4) SETS OF (4) 350 MCM XHHW AL IN 3" PVC110 South Albany StreetIthaca, New York 14850607.277.1118www.taitem.comThe Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:DATE:4/28/2020 7:46:49 PMC:\Users\Taitem\Documents\_Revit locals\Vecino Ithaca Athaus MEPS Central 2019_TaitemEngineering.rvtLEGEND, SCHEDULE,RISER DIAGRAME00118260AELIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK06/10/2019NO SUBSTITUTIONS. ALL LIGHTING MAY BE PURCHASED THRU LIGHTWISE (JASON MCINTIRE), 417-631-4993, SALES@LIGHTWISE.NETLIGHTING FIXTURE SCHEDULEType ManufacturerModelDescriptionCommentsWattageA SayliteICRC7L16W1000L30KWHUltra Thin Round Faux Downlight, White16 WD Maxim Lighting 57736WTThin Wafer Downlight, White36 WE Morris82110Keyless Ceramic Lamp HolderMount fixtures above door in apartment mechanical closets. ProvideHomenhancements A19, 3000K, 9W, 7505LM, omnidirectional, 80CRI minLED bulb for each lamp holder.9 WEM1 Morris73118LED Emergency Light, NiCad BatteryRefer to general notes for mounting height in stairwells.1 WEM3 Big BeamHOLW-SD5.4W LED Emergency Light, Lithium Phosphate Battery,Self-diagnosticsMount at 90" AFF.12 WEM4 EvenliteTCSWL-LED-CW3.3W LED Emergency Light, Lead Calcium Battery, Cold WeatherPackageMount at 90" AFF.12 WEX1 Morris73016LED Exit Sign, Wall and Ceiling Mount, Lead Acid Battery, GreenLettering White Housing5 WEX2 Morris73434LED Exit-Emergency Light, Green Lettering White Housing12 WF HOMEnhancements LED-DL56-WHLED Ceiling Disk, White15 WG1 Maxim Lighting 5210224" Vanity Linear Light, Satin Nickel16 WH SayliteICRC7L16W1000L30KWHUltra Thin Round Faux Downlight, Brushed Nickel16 WJ1 Progress Lighting P700002-028-30LED Linear Undercabinet Light13 WJ2 CA Lighting &AccessoriesHT-252-WHTrack Light with 3 LED Heads, WhiteProvide 3 heads per 4' track. Provide LED-BR20-3K lamp for each head. 24 WK SayliteRCS7L15W30KWHUltra Thin Square Faux Downlight, Brushed Nickel15 WL3 Halco26124M/2G-BKLED String LightCoordinate installation of string lights on patio with Landscape Architect.Refer to sheet L-1.0 for mounting pattern.25 WR WestgateLSL-4FT-40W-35K-DLED Strip LightMount fixtures at 7'-8" AFF at each stairwell landing. Controlled byoccupancy sensors throughout project - refer to sheets for control details.In stairwell, fixtures shall be controlled by integrated bi-level dimmingoccupancy sensor.40 WS Saylite23PSF48LR26W2600LDMV30KWH 4' Direct Pendant Linear LED FixtureSupply with Accessory HC301WH kit to suspend fixtures at 8'-0" AFF.26 WT WestgateCDL2-60WWLow Profile Canopy LED Soffit Fixture, Surface MountProvide motion sensor and photocell to control fixtures. Fixtures shall dimto 50% output during unoccupied periods at night. Photocell preventsoperation when sufficient sunlight is detected at each fixtures location.60 WU2 DecoD464-L-42-30-U-W-T-MLED Wall PackControlled by integrated motion sensor and photocell. Fixtures dim to 50%output during unoccupied periods at night. Photocell prevents operationduring daylight hours. Mount fixtures at 10'-4" AFF.37 WZ Progress Lighting P5774-31/30KLED Cylinder DownlightProvide photocell to control exterior fixtures. Fixtures to be mounted toexposed junction box on underside of canopy.17 WZ1 Utopia LIghting BLD2-D-25LED/30-UNV-BZLED BollardProvide photocell to prevent bollard operation during daylight hours.25 WNo Scale1ELECTRICAL RISER DIAGRAMREV. DESCRIPTION DATE1 ADDENDUM #5 11/8/20192 SupplementalInstructions 304/23/20202RFI 93 - Vanity Mounting HeightRFI 93RFI 93 - Unit Lighting Clarification: Kitchen Sink Light FixtureRFI 93Emergency Lighting - 2nd - 5th FloorsRFI 82 GAGAAGGW11 1 1TV 11 G W G WGA GGWTV GWGWWAPWAP WAP WAPKFKF KFCBJDCDCDC1GWJGGJJ1ECP23RAEWH-1EWH-1EWH-1FC-6FC-8FC-5FC-5FC-10FC-94EWH-1555ERV-1EF-2FC-7FC-7FC-7DH-ERV-1ERV-3DH-ERV-3ERV-2DH-ERV-2RECEPTACLES MOUNTED AT CEILING. COORDINATE LOCATIONS WITH DUCTWORK.6DH-FC-6DH-FC-8DH-FC-9DH-FC-10EWC-1788HRU-3EBH-1EBH-1HRU-2HRU-1910BREAKROOM115COMMUNITY ROOM151RESTROOM108RESTROOM109STORAGE110SUPPORTIVE SERVICESOFFICE105CONFERENCE102GALLERY OFFICE116FITNESS155MECH106VESTIBULE100LOBBY101VESTIBULE107STAIR 3ST3STAIR 1ST1STORAGE152RESTROOM153RESTROOM154GALLERY114STORAGE113PROPERTY MANAGEMENTOFFICE104STUDIO112MECHANICAL111AEBH-111111123P-CRP-CR6P-CR20,22P-CR10P-CR5P-CR3P-CR19,21P-CR24,26P-CR7P-CR1P-CR15P-CR31P-CR12P-CR25,27P-CR4P-CR23P-CR33,35P-CR14Room8MDP27,29MDP20,22MDP33MDP9MDP5MDP8,10MDP49,51MDP45,47MDP8,10MDP42,44MDP6MDP8,10E1012MDP31919111P-CR16,18MDP49,51EBH-1EBH-1MDP12MDP39MDP7MDP41,43MDP70P-DHW1,3P-DHW25,27P-DHW18,20P-DHW6,8P-DHW5,7P-DHW2,4P-DHW14,16P-DHW9,11P-DHW17,19P-DHW10,12P-DHW13,15P-DHW30,32P-DHW22,24P-DHW21,23P-DHW29,31P-DHW26,28MDP53MDP54MDP55MDP56MDP52MDP8,10MDP58MDP59MDP60MDP16,18MDP35MDP4MDP8,10MDP2MDP14MDP15,17MDP39MDP61MDP48,502PROVIDED 40KW DIESEL GENERATOR WITH UPSIZED 60KW ALTERNATOR (BOD: GENERAC SD40) WITH LEVEL 2 ENCLOSURE. GENERATOR SHALL BE EQUIPPED WITH FUEL TANK TO ENSURE MINIMUM RUN TIME OF 2 HOURS. PROVIDE 150A 208Y/120V 3PH/4W AUTOMATIC TRANSFER SWITCH AND DISTRIBUTION PANEL IN ELECTRICAL ROOM 111. GENERATOR SHALL PROVIDE POWER TO THE NORTH ELEVATOR AS MEANS OF EMERGENCY EGRESS AND HP-8 SERVING ELEVATOR SHAFT. PER ELEVATOR SPECFICATION, GENERATOR AND CONDUCTORS SHALL BE SIZED TO PREVENT NO MORE THAN 3% VOLTAGE DROP AT THE HOISTWAY DISCONNECT. CONTRACTOR SHALL REFER TO "EMERGENCY POWER SUPPORT" SECTION OF THE ELEVATOR SUBMITTAL FOR COMPLETE LIST OF REQUIRED WORK ASSOCIATED WITH INTEGRATING THE STANDBY GENERATOR WITH THE EGRESS ELEVATOR. ROUTE GENERATOR EXHAUST UP TO ROOF ON EXTERIOR OF BUILDING - COORDINATE ROUTING WITH ARCHITECT. MOUNT GENERATOR ON 8" CONCRETE PAD. PAD SHALL EXTEND 6" FROM EDGE OF GENERATOR ALL AROUND. BOLLARDS SHALL BE 8" SCHEDULE 80 STEEL FILLED WITH CONCRETE. PROVIDE BOLLARD COVER. COLOR TO BE SELECTED BY ARCHITECT. 3BOLLARD, TYPWORKING CLEARANCE -5' ALL AROUND12' - 0 7/16"2' - 9"121314151617171816WHT-1WHT-1WH-1WH-1DMV-1ET-1P-DHWMDPMDP71MDP69MDP68P-DHW40P-DHW34,36,38P-DHW33,35,37MDP72MDP67MDP65MDP1ELECTRICAL111FACPP-2P-1P-1ATSP-GEN3REFER TO CONTRACTOR RISER DIAGRAM FOR POWER DISTRIBUTION EQUIPMENT LOCATIONS110 South Albany StreetIthaca, New York 14850607.277.1118www.taitem.comThe Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:DATE:8/5/2020 4:26:12 PMC:\Users\Taitem\Documents\Vecino Ithaca Athaus MEPS Central 2019_TaitemEngineering.rvtFIRST FLOOR POWER& DATAE10118260AELIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK06/10/2019 1/8" = 1'-0"1FIRST FLOOR POWER & DATAKEYNOTE LEGENDKey ValueKeynote Text1COORDINATE INSTALLATION OF GFI RECEPTACLE FOR WATER COOLER WITH PLUMBINGCONTRACTOR.2PROVIDE GFI BREAKER FOR SUMP PUMP RECEPTACLE CIRCUIT. COORDINATE RECEPTACLELOCATION WITH PLUMBING CONTRACTOR AND SUMP PUMP INSTALLATION.3PROVIDE CONVENIENCE RECEPTACLE IN ELEVATOR PIT FOR ELEVATOR SERVICING, PER NEC620.24(C).4PROVIDE EMERGENCY COMMUNICATIONS SYSTEM TO ALLOW COMMUNICATION BETWEENEMERGENCY COMMUNICATIONS PANEL (ECP) LOCATED ADJACENT TO REMOTE ANNUNCIATOR INLOBBY, AND EMERGENCY CALL STATIONS AND SIGNS (EC) LOCATED ADJACENT TO ELEVATOR CALLBUTTONS ON ALL FLOORS. SYSTEM SHALL BE AS MANUFACTURED BY RATH COMMUNICATIONSAREA OF REFUGE SYSTEMS. SYSTEM SHALL CONSIST OF MAIN PANEL #2500-205PSS, CALL BOX#2100-958NSR, POWER SUPPLY #2500-PWR24, SIGN#7078, AND ALL MISCELLANEOUS HARDWAREAND WIRING TO MAKE A COMPLETE SYSTEM.5PROVIDE RETRACTABLE REEL CORD SUSPENDED FROM CEILING AT INDICATED LOCATIONS.PROVIDE RECEPTACLE AT CEILING IN THESE LOCATIONS FOR CORD. COORDINATING MOUNTINGLOCATIONS WITH DUCTWORK.6COORDINATE ELECTRICAL CONNECTION TO GARAGE DOOR. PROVIDE WIRING BETWEEN MOTORAND CONTROLLER PER MANUFACTURER'S SPECIFICATIONS.7PROVIDE CONNECTION FOR WIRELESS ACCESS POINT AT CEILING.8PROVIDE DATA AND CABLE CONNECTION IN SINGLE GANG DEVICE. ROUTE SIAMESE COAX/CAT6CABLE TO DEVICE LOCATIONS.9PROVIDE FULLY FUNCTIONING TELEPHONE ENTRY SYSTEM FOR BUILDING AT MAIN ENTRANCEVESTIBULE, BASIS OF DESIGN: DOORKING 1837 90 SERIES. CALL BOX SHALL CONTACT TENANTREGISTERED PHONE NUMBER BUT SYSTEM SHALL NOT BE SET UP TO ALLOW REMOTE DOOROPERATION.10PROVIDE HARDWIRE CAT6 CONNECTION TO TELEPHONE ENTRY SYSTEM. COORDINATE DATACONNECTION WITH REQUIREMENTS OF TELEPHONE CALL BOX.11PROVIDE ELECTRICAL CONNECTION TO HEAT TAPE ON SANDEN OUTDOOR UNITS. HEAT TAPE ANDCONTROLLER BY OTHERS. COORDINATE ELECTRICAL REQUIREMENTS WITH FINAL PRODUCTSELECTION AND INSTALLATION REQUIREMENTS.12PROVIDE HARDWIRE CONNECTION TO TRANSFORMERS SUPPLIED WITH TELELPHONE ENTRYSYSTEM AND MULTI-DOOR ACCESS CONTROLLER. ROUTE LOW VOLTAGE CONDUCTORS FROMELECTRICAL 111 TO TELELPHONE ENTRY SYSTEM IN VESTIBULE.13PROVIDE FULLY FUNCTIONING MULTI-DOOR ACCESS CONTROLLER (BOD: DOORKING 1838) WITHPROXIMITY CARD READERS (BOD: DOORKING 1815-301) AT INDICATED DOORS, INCLUDING ALLPOWER AND CONTROL WIRING. PROVIDE ADDITIONAL TRACKER EXPANSION BOARDS TO SUPPORTALL CONTROLLED ACCESS DOORS. PROVIDE HARDWIRE DATA OR TELEPHONE CONNECTION TOMAIN CONTROLLER, PER OWNER SPECIFICATIONS FOR COMMUNICATIONS METHOD. MOUNT MAINCONTROLLER IN ELECTRICAL ROOM 111.14PROVIDE 3/4" PAINTED PLYWOOD BACK BOARD FOR TELECOM SERVICE HEAD END EQUIPMENT. ALLBACKBONE CABLING TO DATA RACKS IN ELECTRICAL ROOMS SHALL BE BROUGHT BACK TO THISLOCATION.15COORDINATE MOUNTING HEIGHTS, LOCATIONS, AND NUMBER OF RECEPTACLES BELOW PLYWOODBOARD WITH INTERNET AND PHONE PROVIDER.16PROVIDE DISCONNECT FOR ALL PUMPS ASSOCIATED WITH DHW SYSTEM. WIRE RECIRCULATIONPUMPS IN PARALLEL TO ALLOW FOR SERVICING. COORDINATE ELECTRICAL REQUIREMENTS ANDINSTALLATION WITH PLUMBING CONTRACTOR.17INSTALL AND COMPLETE ELECTRICAL CONNECTIONS TO SANDEN HEAT PUMP UNIT AND RUUDWATER HEATER DISCONNECTS AND EQUIPMENT, TYPICAL OF ALL. COORDINATE WORK WITHPLUMBING CONTRACTOR.18PROVIDE DISCONNECT AND TRANSFORMER FOR CIRCUIT TO 24V DHW SOLENOID VALVES.COORDINATE INSTALLATION REQUIREMENTS WITH PLUMBING CONTRACTOR.19PROVIDE 1" UNDERGROUND CONDUIT TO WALL FOR FUTURE EV CHARGING STATION. FEED FROMP-CR OR MDP. CAP CONDIUIT AT 48" ABOVE GRADE. COORDINATE EXACT LOCATION WITH OWNER.E101 GENERAL NOTES1. INSTALL AND COMPLETE ELECTRICAL CONNECTIONS TO DISCONNECTS AND EQUIPMENT, TYPICAL OF ALL.2. DATA PORTS ON FIRST FLOOR TO BE ROUTED BACK TO HEAD END EQUIPMENT IN ELECTRICAL ROOM 111.3. BRANCH CIRCUITS ON FIRST FLOOR SHALL BE FED WITH MC CABLE.4. ALL EXPOSED ELECTRICAL WIRING SHALL BE IN CONDUIT.5. COORDINATE CONNECTION TO WIFI ROUTERS WITH OWNER.6. PROVIDE DATA CABLE, PATHWAY, AND CONNECTION TO CAMERAS AT INDICATED LOCATIONS. ROUTE CONNECTIONS BACK TO HEAD END EQUIPMENT IN ELECTRICAL 111. MONITORS TO BE LOCATED IN OFFICE 104. COORDINATE EQUIPMENT LOCATIONS WITH OWNER.REV. DESCRIPTION DATE1 ADDENDUM #5 11/8/20192 SupplementalInstructions 101/20/20203 SupplementalInstructions 508/05/2020 1/4" = 1'-0"2MECHANICAL AND ELECTRICAL ROOM ENLARGED PLAN11N1RFI 95 - Door 101 Clarification:Door 101 to receive lockset #10 - push/pull onlyDoor 100 to contain lockset #17 - locking door w/elec keyfob required for accessRFI 95RFI 98 - Radon System Clarification - Stair 3RFI 98RFI 98 - Radon System Clarification - Restroom 154RFI 98Access Control Stair 2 & 3RFI 80 DDGGGE3012E3011E3021E3022E3025E3024E3031E3032E3033E3034ECFC-5FC-3FC-3FC-3FC-4FC-4FC-41E30232E3021TypE3021TypE3021TypE3021TypE3021TypE3021TypE3021TypE3013TypE3021TypE3021TypE3011TypE3011TypE3011TypE3011TypE3011TypE3011TypE3011TypE3011TypE3011TypE3032TypEF-3EF-3EF-3EF-3EF-3EF-331 BED UNIT TYPE 62042 BED UNIT TYPE 1201STUDIO UNIT TYPE 32031 BED UNIT TYPE 72051 BED UNIT TYPE 62062 BED UNIT TYPE 2207STUDIO UNIT TYPE 1208LAUNDRY2132 BED UNIT TYPE 2218STUDIO UNIT TYPE 32192 BED UNIT TYPE ATYPE 4221STUDIO UNIT TYPE 1222STUDIO UNIT TYPE 1223STUDIO UNIT TYPE 12241 BED UNIT TYPE ATYPE 4235STUDIO UNIT TYPE 1233STUDIO UNIT TYPE 1231STUDIO UNIT TYPE 1229STUDIO UNIT TYPE ATYPE 1230STUDIO UNIT TYPE 12321 BED UNIT TYPE 82341 BED UNIT TYPE 32281 BED UNIT TYPE 12271 BED UNIT TYPE 52101 BED UNIT TYPE 2202STUDIO UNIT TYPE 22112 BED UNIT TYPE 3220ELEC2171 BED UNIT TYPE 72121 BED UNIT TYPE 72141 BED UNIT TYPE 72161 BED UNIT TYPE 72251 BED UNIT TYPE 1226STORAGE209STAIR 3ST3STAIR 1ST1??STAIR 2ST2ELEVEL1AutomaticDamperP-CR12P-31P-326,28P-317,19P-311P-325P-37P-37P-37P-37P-313,15MDP35P-31P-313,15P-34P-313,15P-37P-31P-313,15P-37P-37P-31P-313,15P-CR13P-37P-313,15EC21P-35P-31P-31P-31110 South Albany StreetIthaca, New York 14850607.277.1118www.taitem.comThe Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:DATE:11/8/2019 2:37:49 PMC:\Users\Taitem\Documents\Vecino Ithaca Athaus MEPS Central 2019_Yossi.rvtSECOND FLOORPOWER & DATAE10218260AELIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK06/10/2019 1/8" = 1'-0"1SECOND FLOOR POWER & DATAE102 GENERAL NOTES1. INSTALL AND COMPLETE ELECTRICAL CONNECTIONS TO DISCONNECTS AND EQUIPMENT, TYPICAL OF ALL.2. BRANCH CIRCUITS IN NON-RESIDENTIAL SPACES SHALL BE FED WITH MC CABLE CONCEALED IN WALLS OR ABOVE SUSPENDED CEILINGS.KEYNOTE LEGENDKey ValueKeynote Text1DATA CABLES SHALL BE PROPERLY SUPPORTED AND SECURED ABOVE DROPPED CEILING INCORRIDOR, PER NFPA 70. PROVIDE ROUTE FROM SECOND FLOOR ELECTRICAL ROOM TO CHASELOCATED ADJACENT TO UNIT 229. ROUTE SHALL CONTINUE TO ELECTRICAL 111 ON FIRST FLOOR.2PROVIDE EMERGENCY COMMUNICATIONS SYSTEM TO ALLOW COMMUNICATION BETWEENEMERGENCY COMMUNICATIONS PANEL (ECP) LOCATED ADJACENT TO REMOTE ANNUNCIATOR INLOBBY, AND EMERGENCY CALL STATIONS AND SIGNS (EC) LOCATED ADJACENT TO ELEVATOR CALLBUTTONS ON ALL FLOORS. SYSTEM SHALL BE AS MANUFACTURED BY RATH COMMUNICATIONSAREA OF REFUGE SYSTEMS. SYSTEM SHALL CONSIST OF MAIN PANEL #2500-205PSS, CALL BOX#2100-958NSR, POWER SUPPLY #2500-PWR24, SIGN#7078, AND ALL MISCELLANEOUS HARDWAREAND WIRING TO MAKE A COMPLETE SYSTEM.3CONTRACTOR TO PROVIDE CODE-COMPLIANT, FIRE-RATED METHOD FOR EXITING SHAFT WITH SERCABLES AT EACH FLOOR. SER CABLE SHALL BE PROPERLY SUPPORTED AND SECURED ABOVEDROPPED CEILING ON FLOOR 2-5, IN ACCORDANCE WITH NFPA. COORDINATE ROUTING ANDSUPPORT LOCATIONS WITH OTHER TRADES.REV. DESCRIPTION DATE1 ADDENDUM #5 11/8/20191N DDGGGE3011TypE3012TypE3021TypE3022TypE3025TypE3024TypE3031TypE3032TypE3033TypE3034TypP-3ECFC-3FC-4FC-4FC-3FC-4FC-3E3023TypEWH-1EWH-1EWH-11E3021TypE3021TypE3021TypE3021TypE3021TypE3023TypE3023TypE3013TypE3023TypE3023TypE3011TypE3011TypE3011TypE3011TypE3011TypE3011TypE3011TypE3011TypE3011TypE3032TypEF-3EF-3EF-3EF-3EF-3EF-3231 BED UNIT TYPE 63042 BED UNIT TYPE 1301STUDIO UNIT TYPE 33031 BED UNIT TYPE 73051 BED UNIT TYPE 63062 BED UNIT TYPE 2307STUDIO UNIT TYPE 1308LAUNDRY3132 BED UNIT TYPE 2318STUDIO UNIT TYPE 33192 BED UNIT TYPE 4321STUDIO UNIT TYPE 1322STUDIO UNIT TYPE 1323STUDIO UNIT TYPE 13241 BED UNIT TYPE ATYPE 4335STUDIO UNIT TYPE 1333STUDIO UNIT TYPE 1331STUDIO UNIT TYPE 1329STUDIO UNIT TYPE ATYPE 1330STUDIO UNIT TYPE 13321 BED UNIT TYPE 83341 BED UNIT TYPE 33281 BED UNIT TYPE 13271 BED UNIT TYPE 53101 BED UNIT TYPE 2302STUDIO UNIT TYPE 23112 BED UNIT TYPE 3320ELEC3171 BED UNIT TYPE 73121 BED UNIT TYPE 73141 BED UNIT TYPE 73161 BED UNIT TYPE 73251 BED UNIT TYPE 1326STORAGE309ELEVEL1STAIR 2ST2ELEVEL1STAIR 1ST1STAIR 3ST3AutomaticDamperP-CR32,34P-CR12P-314,16P-38P-33P-38P-314,16P-33P-330,32P-318P-39P-38P-38P-33P-314,16P-38P-314,16P-38MDP21,23MDP35P-38P-CR13P-38P-32P-361EC11P-33P-327,29P-314,16P-314,16P-33P-CR36,38P-33110 South Albany StreetIthaca, New York 14850607.277.1118www.taitem.comThe Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:DATE:11/8/2019 2:38:14 PMC:\Users\Taitem\Documents\Vecino Ithaca Athaus MEPS Central 2019_Yossi.rvtTHIRD FLOOR POWER& DATAE10318260AELIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK06/10/2019 1/8" = 1'-0"1THIRD FLOOR POWER & DATAE103 GENERAL NOTES1. INSTALL AND COMPLETE ELECTRICAL CONNECTIONS TO DISCONNECTS AND EQUIPMENT, TYPICAL OF ALL.KEYNOTE LEGENDKey ValueKeynote Text1PROVIDE EMERGENCY COMMUNICATIONS SYSTEM TO ALLOW COMMUNICATION BETWEENEMERGENCY COMMUNICATIONS PANEL (ECP) LOCATED ADJACENT TO REMOTE ANNUNCIATOR INLOBBY, AND EMERGENCY CALL STATIONS AND SIGNS (EC) LOCATED ADJACENT TO ELEVATOR CALLBUTTONS ON ALL FLOORS. SYSTEM SHALL BE AS MANUFACTURED BY RATH COMMUNICATIONSAREA OF REFUGE SYSTEMS. SYSTEM SHALL CONSIST OF MAIN PANEL #2500-205PSS, CALL BOX#2100-958NSR, POWER SUPPLY #2500-PWR24, SIGN#7078, AND ALL MISCELLANEOUS HARDWAREAND WIRING TO MAKE A COMPLETE SYSTEM.2DATA CABLES SHALL BE PROPERLY SUPPORTED AND SECURED ABOVE DROPPED CEILING INCORRIDOR, PER NFPA 70. PROVIDE 4" EMT CONDUIT SLEEVE THROUGH WOOD FLOOR ASSEMBLY.PENETRATION SHALL BE FIRESTOPPED WITH HILTI SYSTEM NO. F-C-5065 OR SIMILAR. CONDUITSHALL BE LEFT EMPTY FOR USE BY INTERNET AND CABLE SERVICE PROVIDER.3CONTRACTOR TO PROVIDE CODE-COMPLIANT, FIRE-RATED METHOD FOR EXITING SHAFT WITH SERCABLES AT EACH FLOOR. SER CABLE SHALL BE PROPERLY SUPPORTED AND SECURED ABOVEDROPPED CEILING ON FLOOR 2-5, IN ACCORDANCE WITH NFPA. COORDINATE ROUTING ANDSUPPORT LOCATIONS WITH OTHER TRADES.REV. DESCRIPTION DATE1 ADDENDUM #5 11/8/2019N DDGGGE3011TypE3012TypE3021TypE3022TypE3025TypE3024TypE3031TypE3032TypE3033TypE3034TypECE3023TypFC-3FC-4FC-4FC-3FC-4FC-31E3021TypE3021TypE3021TypE3021TypE3021TypE3021TypE3021TypE3013TypE3021TypE3021TypE3011TypE3011TypE3011TypE3011TypE3011TypE3011TypE3011TypE3011TypE3011TypE3032TypEF-3EF-3EF-3EF-3EF-3EF-3FC-5231 BED UNIT TYPE 24022 BED UNIT TYPE 14011 BED UNIT TYPE 6404STUDIO UNIT TYPE 34031 BED UNIT TYPE 74051 BED UNIT TYPE 64062 BED UNIT TYPE 2407STUDIO UNIT TYPE 1408LAUNDRY4132 BED UNIT TYPE 2418STUDIO UNIT TYPE 34192 BED UNIT TYPE 4421STUDIO UNIT TYPE 1422STUDIO UNIT TYPE 1423STUDIO UNIT TYPE 14241 BED UNIT TYPE ATYPE 4435STUDIO UNIT TYPE 1433STUDIO UNIT TYPE 1431STUDIO UNIT TYPE 1429STUDIO UNIT TYPE 1430STUDIO UNIT TYPE 14321 BED UNIT TYPE 84341 BED UNIT TYPE 34281 BED UNIT TYPE 14271 BED UNIT TYPE 5410STUDIO UNIT TYPE 24112 BED UNIT TYPE 3420ELEC4171 BED UNIT TYPE 74121 BED UNIT TYPE 74141 BED UNIT TYPE 74161 BED UNIT TYPE 74251 BED UNIT TYPE 1426STORAGE409ELEVEL1STAIR 1ST1STAIR 3ST3STAIR 2ST2ELEVEL1STAIR 1ST1AutomaticDamperP-CR12P-513,15P-51P-525P-525P-513,15P-51P-57P-520P-517,19P-526,28P-54P-55P-51P-525P-51P-513,15P-525P-51P-513,15P-525MDP35P-525P-CR13P-525P-513,151EC11P-51P-525P-513,15110 South Albany StreetIthaca, New York 14850607.277.1118www.taitem.comThe Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:DATE:11/8/2019 2:38:42 PMC:\Users\Taitem\Documents\Vecino Ithaca Athaus MEPS Central 2019_Yossi.rvtFOURTH FLOORPOWER & DATAE10418260AELIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK06/10/2019 1/8" = 1'-0"1FOURTH FLOOR POWER & DATAE104 GENERAL NOTES1. INSTALL AND COMPLETE ELECTRICAL CONNECTIONS TO DISCONNECTS AND EQUIPMENT, TYPICAL OF ALL.KEYNOTE LEGENDKey ValueKeynote Text1PROVIDE EMERGENCY COMMUNICATIONS SYSTEM TO ALLOW COMMUNICATION BETWEENEMERGENCY COMMUNICATIONS PANEL (ECP) LOCATED ADJACENT TO REMOTE ANNUNCIATOR INLOBBY, AND EMERGENCY CALL STATIONS AND SIGNS (EC) LOCATED ADJACENT TO ELEVATOR CALLBUTTONS ON ALL FLOORS. SYSTEM SHALL BE AS MANUFACTURED BY RATH COMMUNICATIONSAREA OF REFUGE SYSTEMS. SYSTEM SHALL CONSIST OF MAIN PANEL #2500-205PSS, CALL BOX#2100-958NSR, POWER SUPPLY #2500-PWR24, SIGN#7078, AND ALL MISCELLANEOUS HARDWAREAND WIRING TO MAKE A COMPLETE SYSTEM.2DATA CABLES SHALL BE PROPERLY SUPPORTED AND SECURED ABOVE DROPPED CEILING INCORRIDOR, PER NFPA 70. PROVIDE 4" EMT CONDUIT SLEEVE THROUGH WOOD FLOOR ASSEMBLY.PENETRATION SHALL BE FIRESTOPPED WITH HILTI SYSTEM NO. F-C-5065 OR SIMILAR. CONDUITSHALL BE LEFT EMPTY FOR USE BY INTERNET AND CABLE SERVICE PROVIDER.3CONTRACTOR TO PROVIDE CODE-COMPLIANT, FIRE-RATED METHOD FOR EXITING SHAFT WITH SERCABLES AT EACH FLOOR. SER CABLE SHALL BE PROPERLY SUPPORTED AND SECURED ABOVEDROPPED CEILING ON FLOOR 2-5, IN ACCORDANCE WITH NFPA. COORDINATE ROUTING ANDSUPPORT LOCATIONS WITH OTHER TRADES.REV. DESCRIPTION DATE1 ADDENDUM #5 11/8/2019N DDGGGE3011TypE3012TypE3021TypE3022TypE3025TypE3024TypE3031TypE3032TypE3033TypE3034TypP-5ECFC-3FC-4FC-4FC-3FC-4FC-3E3023Typ1E3021TypE3021TypE3021TypE3021TypE3021TypE3021TypE3021TypE3021TypE3021TypE3013TypE3011TypE3011TypE3011TypE3011TypE3011TypE3011TypE3011TypE3011TypE3032TypE3011Typ2EF-3EF-3EF-3EF-3FC-534STAIR 3ST31 BED UNIT TYPE 65042 BED UNIT TYPE 1501STUDIO UNIT TYPE 35031 BED UNIT TYPE 75051 BED UNIT TYPE 65062 BED UNIT TYPE 2507STUDIO UNIT TYPE 1508LAUNDRY5132 BED UNIT TYPE 2518STUDIO UNIT TYPE 35192 BED UNIT TYPE ATYPE 4521STUDIO UNIT TYPE 1522STUDIO UNIT TYPE 1523STUDIO UNIT TYPE 15241 BED UNIT TYPE 4535STUDIO UNIT TYPE 1533STUDIO UNIT TYPE 1531STUDIO UNIT TYPE 1529STUDIO UNIT TYPE 1530STUDIO UNIT TYPE 15321 BED UNIT TYPE 85341 BED UNIT TYPE 35281 BED UNIT TYPE 15271 BED UNIT TYPE 55101 BED UNIT TYPE 2502STUDIO UNIT TYPE 25112 BED UNIT TYPE 3520ELEC5171 BED UNIT TYPE 75121 BED UNIT TYPE 75141 BED UNIT TYPE 75161 BED UNIT TYPE 75251 BED UNIT TYPE 1526STORAGE509STAIR 2ST2ELEVEL1STAIR 1ST156AutomaticDamper5EC621P-CR37,39,41MDP63MDP62,64,66P-CR2P-510,12P-53P-527P-510,12P-53P-527P-510,12P-53P-56P-52P-53P-510,12P-527P-527P-510,12MDP35P-527P-522P-518P-529,31P-533,35P-527P-CR12P-527P-53P-510,12P-527P-CR131P-53P-53771110 South Albany StreetIthaca, New York 14850607.277.1118www.taitem.comThe Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:DATE:11/8/2019 2:39:03 PMC:\Users\Taitem\Documents\Vecino Ithaca Athaus MEPS Central 2019_Yossi.rvtFIFTH FLOOR POWER& DATAE10518260AELIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK06/10/2019 1/8" = 1'-0"1FIFTH FLOOR POWER & DATAE105 GENERAL NOTES1. INSTALL AND COMPLETE ELECTRICAL CONNECTIONS TO DISCONNECTS AND EQUIPMENT, TYPICAL OF ALL.KEYNOTE LEGENDKey ValueKeynote Text1PROVIDE EMERGENCY COMMUNICATIONS SYSTEM TO ALLOW COMMUNICATION BETWEENEMERGENCY COMMUNICATIONS PANEL (ECP) LOCATED ADJACENT TO REMOTE ANNUNCIATOR INLOBBY, AND EMERGENCY CALL STATIONS AND SIGNS (EC) LOCATED ADJACENT TO ELEVATOR CALLBUTTONS ON ALL FLOORS. SYSTEM SHALL BE AS MANUFACTURED BY RATH COMMUNICATIONSAREA OF REFUGE SYSTEMS. SYSTEM SHALL CONSIST OF MAIN PANEL #2500-205PSS, CALL BOX#2100-958NSR, POWER SUPPLY #2500-PWR24, SIGN#7078, AND ALL MISCELLANEOUS HARDWAREAND WIRING TO MAKE A COMPLETE SYSTEM.2PROVIDE TELEPHONE CONNECTION TO ELEVATOR CONTROLLER LOCATED WITHIN DOORJAM OFELEVATOR ON FIFTH FLOOR. COORDINATE ROUTING AND CONNECTION TYPE WITH ELEVATORINSTALLER.3DATA CABLES SHALL BE PROPERLY SUPPORTED AND SECURED ABOVE DROPPED CEILING INCORRIDOR, PER NFPA 70. PROVIDE 4" EMT CONDUIT SLEEVE THROUGH WOOD FLOOR ASSEMBLY.PENETRATION SHALL BE FIRESTOPPED WITH HILTI SYSTEM NO. F-C-5065 OR SIMILAR. CONDUITSHALL BE LEFT EMPTY FOR USE BY INTERNET AND CABLE SERVICE PROVIDER.4CONTRACTOR TO PROVIDE CODE-COMPLIANT, FIRE-RATED METHOD FOR EXITING SHAFT WITH SERCABLES AT EACH FLOOR. SER CABLE SHALL BE PROPERLY SUPPORTED AND SECURED ABOVEDROPPED CEILING ON FLOOR 2-5, IN ACCORDANCE WITH NFPA. COORDINATE ROUTING ANDSUPPORT LOCATIONS WITH OTHER TRADES.5PROVIDE DISCONNECT FOR ELEVATOR CAR LIGHTING CIRCUIT. COORDINATE INSTALLATIONREQUIREMENTS WITH ELEVATOR CONTRACTOR.6INSTALL FUSED SHUNT-TRIP ELEVATOR DISCONNECT SWITCH (PROVIDED BY ELEVATORMANUFACTURER) NEAR ELEVATOR CONTROLLER WITHIN JAMB. COORDINATE INSTALLATION OFDISCONNECT AND CONNECTION FROM ELEVATOR CONTROL WIRING TO DISCONNECT SWITCH'SAUXILIARY CONTACTS WITH ELEVATOR CONTRACTOR. COORDINATE SHUNT-TRIP CONTROL WIRINGWITH FIRE ALARM SYSTEM INSTALLER.7ELEVATOR TRANSFORMER PROVIDED BY ELEVATOR MANUFACTURER AT THE TOP OF THEHOISTWAY. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR CONNECTING TRANSFORMER TOCONTROLLER LOCATED IN JAMB OF ELEVATOR AT FIFTH FLOOR.REV. DESCRIPTION DATE1 ADDENDUM #5 11/8/20191N GW GW GW GW GWGWGWGWGWGWGWGWGWGWGWJJHP-1UNIT 201HP-1UNIT 301HP-1UNIT 401HP-1UNIT 501HP-2UNIT 202HP-2UNIT 302HP-2UNIT 402HP-2UNIT 502HP-2UNIT 204HP-2UNIT 304HP-2UNIT 404HP-2UNIT 504HP-2UNIT 203HP-2UNIT 303HP-2UNIT 403HP-2UNIT 503HP-2UNIT 205HP-2UNIT 305HP-2UNIT 405HP-2UNIT 505HP-1UNIT 207HP-1UNIT 307HP-1UNIT 407HP-1UNIT 507HP-2UNIT 553HP-2UNIT 551HP-2UNIT 549HP-2UNIT 547HP-2UNIT 206HP-2UNIT 306HP-2UNIT 406HP-2UNIT 506HP-2UNIT 208HP-2UNIT 308HP-2UNIT 408HP-2UNIT 508HP-2UNIT 211HP-2UNIT 311HP-2UNIT 411HP-2UNIT 511HP-2UNIT 210HP-2UNIT 410HP-2UNIT 310HP-2UNIT 510HP-2UNIT 212HP-2UNIT 312HP-2UNIT 412HP-2UNIT 512HP-2UNIT 214HP-2UNIT 314HP-2UNIT 414HP-2UNIT 514HP-2UNIT 216HP-2UNIT 316HP-2UNIT 416HP-2UNIT 516HP-2UNIT 225HP-2UNIT 325HP-2UNIT 425HP-2UNIT 525HP-2UNIT 226HP-2UNIT 326HP-2UNIT 426HP-2UNIT 526HP-2UNIT 227HP-2UNIT 327HP-2UNIT 427HP-2UNIT 527HP-2UNIT 228HP-2UNIT 328HP-2UNIT 428HP-2UNIT 528HP-1UNIT 518HP-1UNIT 418HP-1UNIT 318HP-1UNIT 218HP-2UNIT 519HP-2UNIT 419HP-2UNIT 319HP-2UNIT 219HP-1UNIT 520HP-1UNIT 420HP-1UNIT 320HP-1UNIT 220HP-1UNIT 221HP-1UNIT 321HP-1UNIT 421HP-1UNIT 521HP-2UNIT 222HP-2UNIT 322HP-2UNIT 422HP-2UNIT 522HP-2UNIT 223HP-2UNIT 323HP-2UNIT 423HP-2UNIT 523HP-2UNIT 224HP-2UNIT 324HP-2UNIT 424HP-2UNIT 524HP-2UNIT 529HP-2UNIT 429HP-2UNIT 329HP-2UNIT 229HP-2UNIT 531HP-2UNIT 431HP-2UNIT 331HP-2UNIT 231HP-2UNIT 533HP-2UNIT 433HP-2UNIT 333HP-2UNIT 233HP-2UNIT 535HP-2UNIT 435HP-2UNIT 335HP-2UNIT 235HP-2UNIT 234HP-2UNIT 334HP-2UNIT 434HP-2UNIT 534HP-2UNIT 232HP-2UNIT 332HP-2UNIT 432HP-2UNIT 532HP-2UNIT 230HP-2UNIT 330HP-2UNIT 430HP-2UNIT 530HP-4LAUNDRYHP-35THFLOORCORRIDORHP-34THFLOORCORRIDORHP-33RDFLOORCORRIDORHP-32NDFLOORCORRIDOR1234567891011HP-51STFLOORNORTHHP-61STFLOORSOUTH12131311P-524P-CR28,30P-524P-320,22P-59P-23513,15P-59P-59P-59P-22812,14P-59P-59P-524P21113,15P-524P-20715,17P-59P-21013,15P-20115,17P-524P-22412,14P-524P-20213,15P-524P-524P-22113,15P-22018,20MDP62,64,66P-22713,15P-521,23P-514,16P-321,23P-310,12P-530,32,34110 South Albany StreetIthaca, New York 14850607.277.1118www.taitem.comThe Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:DATE:11/8/2019 2:39:49 PMC:\Users\Taitem\Documents\Vecino Ithaca Athaus MEPS Central 2019_Yossi.rvtROOF POWER & DATAE10618260AELIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK06/10/2019 1/8" = 1'-0"1ROOF POWER & DATAE106 GENERAL NOTES1. INSTALL AND COMPLETE ELECTRICAL CONNECTIONS TO DISCONNECTS AND EQUIPMENT, TYPICAL OF ALL.KEYNOTE LEGENDKey ValueKeynote Text1PROVIDE SIMILAR CIRCUITING TO ALL HP-1 UNITS FED TO TWO-BEDROOM TYPE 1 UNITS.2PROVIDE SIMILAR CIRCUITING TO ALL HP-1 UNITS FED TO TWO-BEDROOM TYPE 2 UNITS.3PROVIDE SIMILAR CIRCUITING TO ALL HP-2 UNITS FED TO ONE-BEDROOM TYPE 2 UNITS.4PROVIDE SIMILAR CIRCUITING TO ALL HP-2 UNITS FED TO STUDIO TYPE 2 UNITS.5PROVIDE SIMILAR CIRCUITING TO ALL HP-2 UNITS FED TO ONE-BEDROOM TYPE 5 UNITS.6PROVIDE SIMILAR CIRCUITING TO ALL HP-2 UNITS FED TO ONE-BEDROOM TYPE 1 UNITS.7PROVIDE SIMILAR CIRCUITING TO ALL HP-2 UNITS FED TO ONE-BEDROOM TYPE 3 UNITS.8PROVIDE SIMILAR CIRCUITING TO ALL HP-2 UNITS FED TO STUDIO TYPE 1 UNITS.9PROVIDE SIMILAR CIRCUITING TO ALL HP-1 UNITS FED TO TWO-BEDROOM TYPE 4 UNITS.10PROVIDE SIMILAR CIRCUITING TO ALL HP-2 UNITS FED TO ONE-BEDROOM TYPE 4 UNITS.11PROVIDE SIMILAR CIRCUITING TO ALL HP-1 UNITS FED TO TWO-BEDROOM TYPE 3 UNITS.12PROVIDE AUXILIARY HEAVY DUTY DISCONNECT FOR ELEVATOR ELECTRICAL FEED AT TOP OFSHAFT NEAR MOTOR. COORDINATE INSTALLATION AND CONNECTION TO ELEVATOR WITHELEVATOR CONTRACTOR.13PROVIDE CIRCUIT FOR FUTURE WEATHERPROOF GFI RECEPTACLE FOR RADON MITIGATION FAN.COORDINATE ROUTING OF CONDUIT WITH RADON MITIGATION SYSTEM INSTALLATION.REV. DESCRIPTION DATE1 ADDENDUM #2 07/11/20192 ADDENDUM #5 11/8/201912NRFI 98 - Radon System Clarification - Community Room 151 & Gallery Office 116RFI 98RFI 98 - Radon System Clarification O O V3 3 3 3VV DDOSOSV S P SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP 3 SP HF SP 33 SP TS P 3 HFJ R R R R MDP EM1 EM1 S S S S R R R R R R G1G1 R R EM1 S S S SE S R EM1 EM1 EX2 EM3 EX2 EM3 EM3 EM3 EX2 EM3 EX2 EX2 EM3 EX2 EM3 EX2 EX2 EM3 1 2 FS TS FACP RA EX1 EX2 EM3 EX2 EM3 EM4 EM3 EM3 EM3 EM4 EM4 EX1 EM4 EM4 EX1 EM4 EM3 EM3 EX1 EX1 EX1 S S S U2 U2 U2 U2 U2 U2 U2 T T T T T T T T T T T T T T T T U2U2U2 U2 EX1 EX1 3 EM3 Z Z Z Z S T EX2 S G1 G1 E Z1 Z1 Z1 Z1 4 4 4 4FSTSEX1 5 Z Z S S R R R R R R J2 J2 J2 J2 J2 J2 J2 J2 J2 J2 J2 J2 J2 J2 J2 J2 J2 S S S S S S S R R R RS S T U2 E T T T T T T R R P-DHW COMMUNITY ROOM 151 RESTROOM 108 RESTROOM 109 STORAGE 110 ELECTRICAL 111 SUPPORTIVE SERVICES OFFICE 105 CONFERENCE 102 GALLERY OFFICE 116 FITNESS 155 MECH 106 VESTIBULE 100 LOBBY 101 VESTIBULE 107 STAIR 3 ST3 STAIR 1 ST1 STORAGE 152 RESTROOM 153 RESTROOM 154 GALLERY 114 STORAGE 113 PROPERTY MANAGEMENT OFFICE 104 BREAKROOM 115 STUDIO 112 MECHANICAL 111A EX2 P-CR 9 P-CR 17 P-CR 8 P-CR 11 MDP 19 MDP 7 MDP 25 ELEV EL1 MDP 31 3 MDP 46 6 5 7 110 South Albany Street Ithaca, New York 14850 607.277.1118 www.taitem.com The Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal. This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional. CONSULTANTS DRAWN BY: COPYRIGHT: © 2019 VECINO DESIGN PROJECT NUMBER: DATE:7/7/2021 10:21:56 AMC:\Users\jvhadmin\Documents\Vecino Ithaca Athaus MEPS Central 2019_jdonenko.rvtFIRST FLOOR LIGHTING & FA E201 18260 AEL Ithaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK06/10/2019 1/8" = 1'-0"1 FIRST FLOOR LIGHTING & FIRE ALARM E201 GENERAL NOTES 1. OCCUPANCY SENSOR SHALL BE PROVIDED AT EACH FLOOR LANDING IN EACH STAIRWELL AND SHALL BRING LIGHTS UP TO FULL POWER WHEN TRIGGERED. STAIR OCCUPANCY SENSORS SHALL REDUCE LIGHT LEVELS TO MAX 50% OUTPUT DURING PERIODS OF INACTIVITY. 2. ALL OCCUPANCY/VACANCY SENSORS SHALL BE MANUALLY ADJUSTED TO EXTINGUISH LIGHTS AFTER A PERIOD OF 5 MINUTES OF INACTIVITY. 3. IN STAIRWELLS, EMERGENCY LIGHT FIXTURE EM1 SHALL BE MOUNTED ABOVE EACH STAIR RISER AND THE HEADS SHALL BE ADJUSTED TO PROVIDE MIN 1 FC ILLUMINATION LEVELS ON STAIRS DURING EMERGENCY OPERATION. 4. ALL EMERGENCY LIGHTING AND EXIT SIGNAGE SHALL BE TIED INTO NEARBY LIGHT CIRCUITS SUPPLIED FROM ANY HOUSE PANEL. 5. LIGHTING CONTROLS: A. LIGHTS IN LOBBY AND VESTIBULE ARE INTENDED FOR 24-HOUR OPERATION FOR SAFETY AND SECURITY OF RESIDENTS. B. ALL REMAINING ENCLOSED ROOMS HAVE WALL-OR CEILING-MOUNTED OCCUPANCY SENSORS TO EXTINGUISH LIGHTS PER THE REQUIREMENTS OF THE IECC. C. STAIRWELLS ARE EQUIPPED WITH OCCUPANCY SENSOR THAT WILL DIM LIGHTS TO 50% OUTPUT AFTER A 5 MINUTE PERIOD OF INACTIVITY. SENSORS ARE LOCATED AT EACH STAIR LANDING. D. ALL EXTERIOR FIXTURES AND PARKING GARAGE FIXTURE SHALL BE PROVIDED WITH PHOTOCELL CONTROL TO PREVENT OPERATION DURING DAYLIGHT HOURS. 6. ALL FIXTURES SHALL BE 3000K COLOR TEMP. 2700K TO 3500K IS ACCEPTED WHERE 3000K IS NOT AVAILABLE. 7. PROVIDE ELECTRICAL CONNECTION TO ALL EXHAUST FANS, HEATERS, AND OTHER MECHANICAL EQUIPMENT. KEYNOTE LEGEND Key Value Keynote Text 1 PROVIDE WEATHERPROOF HORN-STROBE ON BUILDING EXTERIOR. 2 PROVIDE FIRE ALARM CONNECTIONS TO (6) TAMPER SWITCHES AND (5) FLOW SWITCHES IN SPRINKLER RISER IN MECH 106. COORDINATE CONNECTIONS WITH FIRE PROTECTION CONTRACTOR. 3 PROVIDE HEAT DETECTOR (FIXED TEMPERATURE) NEAR SPRINKLER HEADS IN ELEVATOR SHAFT, WHERE THEY OCCUR. 4 REFER TO LANDSCAPE ARCHITECTURE PLANS FOR EXACT PLACEMENT OF BOLLARDS ON SITE. COORDINATE ROUTING OF CONDUIT TO BOLLARDS WITH SITE WORK. 5 PROVIDE FIRE ALARM CONNECTIONS TO SPRINKLER SYSTEM TAMPER AND FLOW SWITCHES AT FLOOR CONTROL VALVES IN STAIRWELLS. COORDINATE CONNECTIONS WITH FIRE PROTECTION CONTRACTOR. 6 PROVIDE ELECTRICAL CONNECTION TO STRING LIGHTS TYPE L3 ON PATIO, AS DEPICTED ON SHEET L-1.0. PROVIDE ELECTRONIC TIMER TO CONTROL LIGHTS - MOUNT TIMER IN MECHANICAL ROOM 111A. COORDINATE LIGHTING INSTALLATION WITH LANDSCAPE ARCHITECT. COORDINATE PROGRAMMING OF ELECTRONIC TIMER SCHEDULE WITH BUILDING OWNER. 7 PROVIDE J2 FIXTURES IN LIEU OF TYPE S LIGHTS FIXTURES. NEW FIXTURES TO BE SUSPENDED AT 8'-8" AFF TO TRACK. COORDINATE LIGHT LOCATIONS AND MOUNTING HEIGHT IN FIELD PRIOR TO INSTALLATION. REV. DESCRIPTION DATE 1 ADDENDUM #2 07/11/2019 2 ADDENDUM #5 11/8/2019 3 Supplemental Instructions 1 01/20/2020 4 Supplemental Instructions 3 04/23/2020 5 ASI-009 07/07/2021 N5 RFI # 41 - L-1.0 shows correct Qnty & Location; E201 indentify correct fixture type. RFI 41 RFI 92 - Exterior Lighting Clarification: U2 Fixtures - South and East Faces Mounting Locations for all Exterior Lighting RFI 92 SPSPVSOSV SSPSPSPSP SPSPSPSPSPSPSPS P SPSPSPSPSPSPSPS P JJE4011E4012E4021E4022E4025E4024E4031E4032E4033E4034RRRRRKKKKKKKKKKKKKKKKKKKKKKKKKKKKKKKEX2EX1EM3EM3EM3EM3EX2EX1EM3EM3EX1EX2EX1EX1EX1EM1EM1EM1EM1RRRREEM1E4023KKKKKKKKKKKKKKKKEM1E4021TypE4021TypE4021TypE4021TypE4021TypE4021TypE4013TypE4021TypE4021TypE4011TypE4011TypE4011TypE4011TypE4011TypE4011TypE4011TypE4011TypE4011TypE4021TypE4032TypFSTSK1RKK1 BED UNIT TYPE 62042 BED UNIT TYPE 1201STUDIO UNIT TYPE 32031 BED UNIT TYPE 72051 BED UNIT TYPE 62062 BED UNIT TYPE 2207STUDIO UNIT TYPE 1208LAUNDRY2132 BED UNIT TYPE 2218STUDIO UNIT TYPE 32192 BED UNIT TYPE ATYPE 4221STUDIO UNIT TYPE 1222STUDIO UNIT TYPE 1223STUDIO UNIT TYPE 12241 BED UNIT TYPE ATYPE 4235STUDIO UNIT TYPE 1233STUDIO UNIT TYPE 1231STUDIO UNIT TYPE 1229STUDIO UNIT TYPE ATYPE 1230STUDIO UNIT TYPE 12321 BED UNIT TYPE 82341 BED UNIT TYPE 32281 BED UNIT TYPE 12271 BED UNIT TYPE 52101 BED UNIT TYPE 2202STUDIO UNIT TYPE 22112 BED UNIT TYPE 3220ELEC2171 BED UNIT TYPE 72121 BED UNIT TYPE 72141 BED UNIT TYPE 72161 BED UNIT TYPE 72251 BED UNIT TYPE 1226STORAGE209STAIR 3ST3STAIR 2ST2STAIR 1ST1K1ELEVEL1ELEVEL1P-CR11P-CR823MDP1921?110 South Albany StreetIthaca, New York 14850607.277.1118www.taitem.comThe Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:DATE:11/8/2019 2:40:25 PMC:\Users\Taitem\Documents\Vecino Ithaca Athaus MEPS Central 2019_Yossi.rvtSECOND FLOORLIGHTING & FAE20218260AELIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK06/10/2019 1/8" = 1'-0"1SECOND FLOOR LIGHTING & FIRE ALARME202 GENERAL NOTES1. OCCUPANCY SENSOR SHALL BE PROVIDED AT EACH FLOOR LANDING IN EACH STAIRWELL AND SHALL BRING LIGHTS UP TO FULL POWER WHEN TRIGGERED. STAIR OCCUPANCY SENSORS SHALL REDUCE LIGHT LEVELS TO MAX 50% OUTPUT DURING PERIODS OF INACTIVITY.2. ALL OCCUPANCY/VACANCY SENSORS SHALL BE MANUALLY ADJUSTED TO EXTINGUISH LIGHTS AFTER A PERIOD OF 5 MINUTES OF INACTIVITY.3. IN STAIRWELLS, EMERGENCY LIGHT FIXTURE EM1 SHALL BE MOUNTED ABOVE EACH STAIR RISER AND THE HEADS SHALL BE ADJUSTED TO PROVIDE MIN 1 FC ILLUMINATION LEVELS ON STAIRS DURING EMERGENCY OPERATION.4. ALL EMERGENCY LIGHTING AND EXIT SIGNAGE SHALL BE TIED INTO NEARBY LIGHT CIRCUITS SUPPLIED FROM ANY HOUSE PANEL.5. LIGHTING CONTROLS:A. HALL LIGHTS ARE INTENDED FOR 24-HOUR OPERATION FOR SAFETY AND SECURITY OF RESIDENTS.B. ALL ENCLOSED ROOMS (NOT INCLUDING APARTMENTS) HAVE WALL- OR CEILING-MOUNTED OCCUPANCY SENSORS TO EXTINGUISH LIGHTS PER THE REQUIREMENTS OF THE IECC.C. STAIRWELLS ARE EQUIPPED WITH OCCUPANCY SENSOR THAT WILL DIM LIGHTS TO 50% OUTPUT AFTER A 5 MINUTE PERIOD OF INACTIVITY. SENSORS ARE LOCATED AT EACH STAIR LANDING.6. ALL FIXTURES SHALL BE 3000K COLOR TEMP. 2700K TO 3500K IS ACCEPTED WHERE 3000K IS NOT AVAILABLE.7. EXHAUST FANS, HEATERS, AND OTHER MECHANICAL EQUIPMENT BY MC. CONNECTION BY EC.8. IN CORRIDORS, PROVIDE SMOKE DETECTORS IN SPACE ABOVE DROPPED CEILINGS, AS WELL AS ON UNDERSIDE OF DROPPED CEILING. SPACING SHALL BE AS INDICATED OR PER NFPA 72 CHAPTER 17.9. TYPE K FIXTURES IN CORRIDOR SHALL BE INSTALLED CENTERED ON AND ALIGNED WITH CEILING TILE. MAXIMUM SPACING OF FIXTURES SHALL BE 8 FEET.KEYNOTE LEGENDKey ValueKeynote Text1PROVIDE FIRE ALARM CONNECTIONS TO SPRINKLER SYSTEM TAMPER AND FLOWSWITCHES AT FLOOR CONTROL VALVES IN STAIRWELLS. COORDINATE CONNECTIONSWITH FIRE PROTECTION CONTRACTOR.2PROVIDE SMOKE DETECTORS WITH AUXILIARY CONTACTS AT ALL ELEVATOR LANDINGS.MAKE AUXILIARY CONNECTION BETWEEN DETECTORS AND ELEVATOR EQUIPMENT ASREQUIRED BY ELEVATOR MANUFACTURER. COORDINATE WITH ELEVATOR EQUIPMENTINSTALLATION. TYPICAL OF ALL CORRIDORS.3DIVISION 03 - STRUCTURALREV. DESCRIPTION DATE1 ADDENDUM #5 11/8/2019N SPSPSPSPSPSPSPSPSPSPSPSPSPSPSPOSVSV S SPSPSPSPE4011TypE4012TypE4021TypE4022TypE4025TypE4024TypE4031TypE4032TypE4033TypE4034TypRRRRRRKKKKKKKKKKKKKKKKKKKKKKKKKEX2EX1EX2EX1EX2EX1EX1EX1EM1EM1EM1EM1P-3EM3EM3EM3EM3EM3EM3RRRREEM1EM1E4023TypKKKKKKKKKKKKKKKKKKKKKKKKE4021TypE4021TypE4021TypE4021TypE4021TypE4011TypE4011TypE4032TypE4011TypE4011TypE4011TypE4021TypE4013TypE4021TypE4021TypE4011TypE4011TypE4011TypE4011TypE4021TypFSTSK121 BED UNIT TYPE 63042 BED UNIT TYPE 1301STUDIO UNIT TYPE 33031 BED UNIT TYPE 73051 BED UNIT TYPE 63062 BED UNIT TYPE 2307STUDIO UNIT TYPE 1308LAUNDRY3132 BED UNIT TYPE 2318STUDIO UNIT TYPE 33192 BED UNIT TYPE 4321STUDIO UNIT TYPE 1322STUDIO UNIT TYPE 1323STUDIO UNIT TYPE 13241 BED UNIT TYPE ATYPE 4335STUDIO UNIT TYPE 1333STUDIO UNIT TYPE 1331STUDIO UNIT TYPE 1329STUDIO UNIT TYPE ATYPE 1330STUDIO UNIT TYPE 13321 BED UNIT TYPE 83341 BED UNIT TYPE 33281 BED UNIT TYPE 13271 BED UNIT TYPE 53101 BED UNIT TYPE 2302STUDIO UNIT TYPE 23112 BED UNIT TYPE 3320ELEC3171 BED UNIT TYPE 73121 BED UNIT TYPE 73141 BED UNIT TYPE 73161 BED UNIT TYPE 73251 BED UNIT TYPE 1326STORAGE309ELEVEL1STAIR 2ST2ELEVEL1STAIR 1ST1STAIR 3ST3K1MDP19RP-CR11P-33121110 South Albany StreetIthaca, New York 14850607.277.1118www.taitem.comThe Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:DATE:11/8/2019 2:40:42 PMC:\Users\Taitem\Documents\Vecino Ithaca Athaus MEPS Central 2019_Yossi.rvtTHIRD FLOORLIGHTING & FAE20318260AELIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK06/10/2019 1/8" = 1'-0"1THIRD FLOOR LIGHTING & FIRE ALARME203 GENERAL NOTES1. OCCUPANCY SENSOR SHALL BE PROVIDED AT EACH FLOOR LANDING IN EACH STAIRWELL AND SHALL BRING LIGHTS UP TO FULL POWER WHEN TRIGGERED. STAIR OCCUPANCY SENSORS SHALL REDUCE LIGHT LEVELS TO MAX 50% OUTPUT DURING PERIODS OF INACTIVITY.2. ALL OCCUPANCY/VACANCY SENSORS SHALL BE MANUALLY ADJUSTED TO EXTINGUISH LIGHTS AFTER A PERIOD OF 5 MINUTES OF INACTIVITY.3. IN STAIRWELLS, EMERGENCY LIGHT FIXTURE EM1 SHALL BE MOUNTED ABOVE EACH STAIR RISER AND THE HEADS SHALL BE ADJUSTED TO PROVIDE MIN 1 FC ILLUMINATION LEVELS ON STAIRS DURING EMERGENCY OPERATION.4. ALL EMERGENCY LIGHTING AND EXIT SIGNAGE SHALL BE TIED INTO NEARBY LIGHT CIRCUITS SUPPLIED FROM ANY HOUSE PANEL.5. LIGHTING CONTROLS:A. HALL LIGHTS ARE INTENDED FOR 24-HOUR OPERATION FOR SAFETY AND SECURITY OF RESIDENTS.B. ALL ENCLOSED ROOMS (NOT INCLUDING APARTMENTS) HAVE WALL- OR CEILING-MOUNTED OCCUPANCY SENSORS TO EXTINGUISH LIGHTS PER THE REQUIREMENTS OF THE IECC.C. STAIRWELLS ARE EQUIPPED WITH OCCUPANCY SENSOR THAT WILL DIM LIGHTS TO 50% OUTPUT AFTER A 5 MINUTE PERIOD OF INACTIVITY. SENSORS ARE LOCATED AT EACH STAIR LANDING.6. ALL FIXTURES SHALL BE 3000K COLOR TEMP. 2700K TO 3500K IS ACCEPTED WHERE 3000K IS NOT AVAILABLE.7. EXHAUST FANS, HEATERS, AND OTHER MECHANICAL EQUIPMENT BY MC. CONNECTION BY EC.8. IN CORRIDORS, PROVIDE SMOKE DETECTORS IN SPACE ABOVE DROPPED CEILINGS, AS WELL AS ON UNDERSIDE OF DROPPED CEILING. SPACING SHALL BE AS INDICATED OR PER NFPA 72 CHAPTER 17.9. TYPE K FIXTURES IN CORRIDOR SHALL BE INSTALLED CENTERED ON AND ALIGNED WITH CEILING TILE. MAXIMUM SPACING OF FIXTURES SHALL BE 8 FEET.KEYNOTE LEGENDKey ValueKeynote Text1PROVIDE FIRE ALARM CONNECTIONS TO SPRINKLER SYSTEM TAMPER AND FLOWSWITCHES AT FLOOR CONTROL VALVES IN STAIRWELLS. COORDINATE CONNECTIONSWITH FIRE PROTECTION CONTRACTOR.2PROVIDE SMOKE DETECTORS WITH AUXILIARY CONTACTS AT ALL ELEVATOR LANDINGS.MAKE AUXILIARY CONNECTION BETWEEN DETECTORS AND ELEVATOR EQUIPMENT ASREQUIRED BY ELEVATOR MANUFACTURER. COORDINATE WITH ELEVATOR EQUIPMENTINSTALLATION. TYPICAL OF ALL CORRIDORS.REV. DESCRIPTION DATE1 ADDENDUM #5 11/8/2019N S P SPSPSPSPSPSPSPSPSPSPSPSPSPSPVSOSSPSPV S SPSPE4011TypE4012TypE4021TypE4022TypE4025TypE4024TypE4031TypE4032TypE4033TypE4034TypRRRRRRKKKKKKKKKEX2EX1EX2EX1EX2EX1EX1EX1EM1EM1EM1EM1EM3EM3EM3EM3EM3EM3RRRREM1EM1E4023TypKKKKKK KKKKKKKK KKKKKKKKKKKKKKKKKKKKKKKKKKEE4021TypE4021TypE4021TypE4021TypE4021TypE4021TypE4011TypE4011TypE4011TypE4032TypE4021TypE4013TypE4021TypE4021TypE4011TypE4011TypE4011TypE4011TypE4011TypE4011TypFSTS1K21 BED UNIT TYPE 24022 BED UNIT TYPE 14011 BED UNIT TYPE 6404STUDIO UNIT TYPE 34031 BED UNIT TYPE 74051 BED UNIT TYPE 64062 BED UNIT TYPE 2407STUDIO UNIT TYPE 1408LAUNDRY4132 BED UNIT TYPE 2418STUDIO UNIT TYPE 34192 BED UNIT TYPE 4421STUDIO UNIT TYPE 1422STUDIO UNIT TYPE 1423STUDIO UNIT TYPE 14241 BED UNIT TYPE ATYPE 4435STUDIO UNIT TYPE 1433STUDIO UNIT TYPE 1431STUDIO UNIT TYPE 1429STUDIO UNIT TYPE 1430STUDIO UNIT TYPE 14321 BED UNIT TYPE 84341 BED UNIT TYPE 34281 BED UNIT TYPE 14271 BED UNIT TYPE 5410STUDIO UNIT TYPE 24112 BED UNIT TYPE 3420ELEC4171 BED UNIT TYPE 74121 BED UNIT TYPE 74141 BED UNIT TYPE 74161 BED UNIT TYPE 74251 BED UNIT TYPE 1426STORAGE409ELEVEL1STAIR 3ST3STAIR 2ST2ELEVEL1STAIR 1ST1EX11P-CR11P-CR8MDP19P-5821K110 South Albany StreetIthaca, New York 14850607.277.1118www.taitem.comThe Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:DATE:11/8/2019 2:40:59 PMC:\Users\Taitem\Documents\Vecino Ithaca Athaus MEPS Central 2019_Yossi.rvtFOURTH FLOORLIGHTING & FAE20418260AELIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK06/10/2019 1/8" = 1'-0"1FOURTH FLOOR LIGHTING & FIRE ALARME204 GENERAL NOTES1. OCCUPANCY SENSOR SHALL BE PROVIDED AT EACH FLOOR LANDING IN EACH STAIRWELL AND SHALL BRING LIGHTS UP TO FULL POWER WHEN TRIGGERED. STAIR OCCUPANCY SENSORS SHALL REDUCE LIGHT LEVELS TO MAX 50% OUTPUT DURING PERIODS OF INACTIVITY.2. ALL OCCUPANCY/VACANCY SENSORS SHALL BE MANUALLY ADJUSTED TO EXTINGUISH LIGHTS AFTER A PERIOD OF 5 MINUTES OF INACTIVITY.3. IN STAIRWELLS, EMERGENCY LIGHT FIXTURE EM1 SHALL BE MOUNTED ABOVE EACH STAIR RISER AND THE HEADS SHALL BE ADJUSTED TO PROVIDE MIN 1 FC ILLUMINATION LEVELS ON STAIRS DURING EMERGENCY OPERATION.4. ALL EMERGENCY LIGHTING AND EXIT SIGNAGE SHALL BE TIED INTO NEARBY LIGHT CIRCUITS SUPPLIED FROM ANY HOUSE PANEL.5. LIGHTING CONTROLS:A. HALL LIGHTS ARE INTENDED FOR 24-HOUR OPERATION FOR SAFETY AND SECURITY OF RESIDENTS.B. ALL ENCLOSED ROOMS (NOT INCLUDING APARTMENTS) HAVE WALL- OR CEILING-MOUNTED OCCUPANCY SENSORS TO EXTINGUISH LIGHTS PER THE REQUIREMENTS OF THE IECC.C. STAIRWELLS ARE EQUIPPED WITH OCCUPANCY SENSOR THAT WILL DIM LIGHTS TO 50% OUTPUT AFTER A 5 MINUTE PERIOD OF INACTIVITY. SENSORS ARE LOCATED AT EACH STAIR LANDING.6. ALL FIXTURES SHALL BE 3000K COLOR TEMP. 2700K TO 3500K IS ACCEPTED WHERE 3000K IS NOT AVAILABLE.7. EXHAUST FANS, HEATERS, AND OTHER MECHANICAL EQUIPMENT BY MC. CONNECTION BY EC.8. IN CORRIDORS, PROVIDE SMOKE DETECTORS IN SPACE ABOVE DROPPED CEILINGS, AS WELL AS ON UNDERSIDE OF DROPPED CEILING. SPACING SHALL BE AS INDICATED OR PER NFPA 72 CHAPTER 17.9. TYPE K FIXTURES IN CORRIDOR SHALL BE INSTALLED CENTERED ON AND ALIGNED WITH CEILING TILE. MAXIMUM SPACING OF FIXTURES SHALL BE 8 FEET.KEYNOTE LEGENDKey ValueKeynote Text1PROVIDE FIRE ALARM CONNECTIONS TO SPRINKLER SYSTEM TAMPER AND FLOWSWITCHES AT FLOOR CONTROL VALVES IN STAIRWELLS. COORDINATE CONNECTIONSWITH FIRE PROTECTION CONTRACTOR.2PROVIDE SMOKE DETECTORS WITH AUXILIARY CONTACTS AT ALL ELEVATOR LANDINGS.MAKE AUXILIARY CONNECTION BETWEEN DETECTORS AND ELEVATOR EQUIPMENT ASREQUIRED BY ELEVATOR MANUFACTURER. COORDINATE WITH ELEVATOR EQUIPMENTINSTALLATION. TYPICAL OF ALL CORRIDORS.REV. DESCRIPTION DATE1 ADDENDUM #5 11/8/2019N S P SPSPSPSPSPSPSPSPSPSPSPSPSPSPOSVSHFSPSPSPV S JSPSPHFSPE4011TypE4012TypE4021TypE4022TypE4025TypE4024TypE4031TypE4032TypE4033TypE4034TypRRRRRRKKKKKKEX2EX1EX2EX1EX1EX2EX1EX1EX1EM1EM1EM1EM1EM3EM3EM3EM3EM3P-5RRRREM1EM11E4023TypKKKKKKKKKKKKKKKKKKKKKKKKKKKKEM3KKKKKKKKKKKKKKKEE4021TypE4021TypE4021Typ2E4021TypE4021TypE4021TypE4013TypE4021TypE4021TypE4021TypE4011TypE4011TypE4011TypE4011TypE4011TypE4011TypE4011TypE4011TypE4011TypE4032TypFSTSK34STAIR 3ST31 BED UNIT TYPE 65042 BED UNIT TYPE 1501STUDIO UNIT TYPE 35031 BED UNIT TYPE 75051 BED UNIT TYPE 65062 BED UNIT TYPE 2507STUDIO UNIT TYPE 1508LAUNDRY5132 BED UNIT TYPE 2518STUDIO UNIT TYPE 35192 BED UNIT TYPE ATYPE 4521STUDIO UNIT TYPE 1522STUDIO UNIT TYPE 1523STUDIO UNIT TYPE 15241 BED UNIT TYPE 4535STUDIO UNIT TYPE 1533STUDIO UNIT TYPE 1531STUDIO UNIT TYPE 1529STUDIO UNIT TYPE 1530STUDIO UNIT TYPE 15321 BED UNIT TYPE 85341 BED UNIT TYPE 35281 BED UNIT TYPE 15271 BED UNIT TYPE 55101 BED UNIT TYPE 2502STUDIO UNIT TYPE 25112 BED UNIT TYPE 3520ELEC5171 BED UNIT TYPE 75121 BED UNIT TYPE 75141 BED UNIT TYPE 75161 BED UNIT TYPE 75251 BED UNIT TYPE 1526STORAGE509STAIR 2ST2ELEVEL1STAIR 1ST11MDP19P-CR11K41P-CR8P-5111110 South Albany StreetIthaca, New York 14850607.277.1118www.taitem.comThe Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:DATE:11/8/2019 2:41:19 PMC:\Users\Taitem\Documents\Vecino Ithaca Athaus MEPS Central 2019_Yossi.rvtFIFTH FLOORLIGHTING & FAE20518260AELIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK06/10/2019 1/8" = 1'-0"1FIFTH FLOOR LIGHTING & FIRE ALARME205 GENERAL NOTES1. OCCUPANCY SENSOR SHALL BE PROVIDED AT EACH FLOOR LANDING IN EACH STAIRWELL AND SHALL BRING LIGHTS UP TO FULL POWER WHEN TRIGGERED. STAIR OCCUPANCY SENSORS SHALL REDUCE LIGHT LEVELS TO MAX 50% OUTPUT DURING PERIODS OF INACTIVITY.2. ALL OCCUPANCY/VACANCY SENSORS SHALL BE MANUALLY ADJUSTED TO EXTINGUISH LIGHTS AFTER A PERIOD OF 5 MINUTES OF INACTIVITY.3. IN STAIRWELLS, EMERGENCY LIGHT FIXTURE EM1 SHALL BE MOUNTED ABOVE EACH STAIR RISER AND THE HEADS SHALL BE ADJUSTED TO PROVIDE MIN 1 FC ILLUMINATION LEVELS ON STAIRS DURING EMERGENCY OPERATION.4. ALL EMERGENCY LIGHTING AND EXIT SIGNAGE SHALL BE TIED INTO NEARBY LIGHT CIRCUITS SUPPLIED FROM ANY HOUSE PANEL.5. LIGHTING CONTROLS:A. HALL LIGHTS ARE INTENDED FOR 24-HOUR OPERATION FOR SAFETY AND SECURITY OF RESIDENTS.B. ALL ENCLOSED ROOMS (NOT INCLUDING APARTMENTS) HAVE WALL- OR CEILING-MOUNTED OCCUPANCY SENSORS TO EXTINGUISH LIGHTS PER THE REQUIREMENTS OF THE IECC.C. STAIRWELLS ARE EQUIPPED WITH OCCUPANCY SENSOR THAT WILL DIM LIGHTS TO 50% OUTPUT AFTER A 5 MINUTE PERIOD OF INACTIVITY. SENSORS ARE LOCATED AT EACH STAIR LANDING.6. ALL FIXTURES SHALL BE 3000K COLOR TEMP. 2700K TO 3500K IS ACCEPTED WHERE 3000K IS NOT AVAILABLE.7. EXHAUST FANS, HEATERS, AND OTHER MECHANICAL EQUIPMENT BY MC. CONNECTION BY EC.8. IN CORRIDORS, PROVIDE SMOKE DETECTORS IN SPACE ABOVE DROPPED CEILINGS, AS WELL AS ON UNDERSIDE OF DROPPED CEILING. SPACING SHALL BE AS INDICATED OR PER NFPA 72 CHAPTER 17.9. TYPE K FIXTURES IN CORRIDOR SHALL BE INSTALLED CENTERED ON AND ALIGNED WITH CEILING TILE. MAXIMUM SPACING OF FIXTURES SHALL BE 8 FEET.KEYNOTE LEGENDKey ValueKeynote Text1PROVIDE HEAT DETECTOR (FIXED TEMPERATURE) NEAR SPRINKLER HEADS IN ELEVATOR SHAFT,WHERE THEY OCCUR.2REFER TO ARCHITECTURAL ELEVATIONS FOR MOUNTING HEIGHT OF ILLUMINATED EXTERIORSIGNAGE. ROUTE CONDUIT FEED TO SIGNAGE IN CMU CORE. COORDINATE CONNECTION TO SIGNWITH GC. SIGNAGE TO BE CONTROLLED BY PHOTOCELL AND TIMECLOCK LOCATED IN ELECTRICALROOM 111.3PROVIDE FIRE ALARM CONNECTIONS TO SPRINKLER SYSTEM TAMPER AND FLOW SWITCHES ATFLOOR CONTROL VALVES IN STAIRWELLS. COORDINATE CONNECTIONS WITH FIRE PROTECTIONCONTRACTOR.4PROVIDE SMOKE DETECTORS WITH AUXILIARY CONTACTS AT ALL ELEVATOR LANDINGS. MAKEAUXILIARY CONNECTION BETWEEN DETECTORS AND ELEVATOR EQUIPMENT AS REQUIRED BYELEVATOR MANUFACTURER. COORDINATE WITH ELEVATOR EQUIPMENT INSTALLATION. TYPICAL OFALL CORRIDORS.REV. DESCRIPTION DATE1 ADDENDUM #5 11/8/2019N RFI 97 - Hearing & Visually Impaired Units:321430535(Units stated in Legend are not correct)RFI 97 SPSPSPSPSPJJTSPSPSPJJP-224DAAG1H1EF-12FC-2J1J2AEP-2249P211DAAFDHG1EEF-1FC-233J1J2P2119FC-2EF-1G1HDJ2AAAEJ1P-20333110 South Albany StreetIthaca, New York 14850607.277.1118www.taitem.comThe Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:DATE:11/8/2019 2:41:38 PMC:\Users\Taitem\Documents\Vecino Ithaca Athaus MEPS Central 2019_Yossi.rvtSTUDIO UNITS -LIGHTING & FAE40118260AELIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK06/10/2019 1/4" = 1'-0"1STUDIO UNIT LIGHTING & FIRE ALARM PLAN - TYPE 1 1/4" = 1'-0"2STUDIO UNIT LIGHTING & FIRE ALARM PLAN - TYPE 2KEYNOTE LEGENDKey Value Keynote Text1 INDICATED NOTIFICATION DEVICES ARE ONLY REQUIRED TO BE INSTALLED IN UNITS 321, 430, AND535, WHICH ARE DESIGNATED FOR HEARING- AND VISUALLY-IMPAIRED RESIDENTS. PROVIDE WIRINGAND BLANK COVER PLATE IN ALL OTHER APARTMENTS, FOR FUTURE INSTALLATION OFNOTIFICATION DEVICES. NOTIFICATION DEVICES ARE TO BE TIED INTO BUILDING FIRE ALARMSYSTEM.2 PROVIDE BRK 7010BSL SMOKE ALARM WITH INTEGRATED STROBE IN UNITS 321, 430, AND 535 ONLY.ALL OTHER UNITS SHALL BE EQUIPPED WITH BRK SC9120LBL SMOKE ALARMS.3 PROVIDE WIRING AND BLANK COVER PLATE TO J-BOX LOCATIONS IN ALL BEDROOMS ANDBATHROOMS FOR FUTURE INSTALLATION OF BUILDING FIRE ALARM NOTIFICATION DEVICES.TYPICAL FOR ALL UNITS.E401 GENERAL NOTES1. NOTIFICATION DEVICES IN APARTMENTS SHALL TIE INTO BUILDING FIRE ALARM SYSTEM TO ALERT RESIDENTS UPON INITIATIION OF BUILDING FIRE ALARM.2. MULTISTATION SMOKE ALARMS IN APARTMENTS SHALL BE INDEPENDENT OF BUILDING FIRE ALARM SYSTEM AND ONLY SOUND UPON DETECTION OF SMOKE.3. COORDINATE LOCATION OF SMOKE ALARMS IN MECHANICAL CLOSETS WITH INSTALLATION OF MECHANICAL EQUIPMENT.REV. DESCRIPTION DATE1 ADDENDUM #2 07/11/20192 ADDENDUM #5 11/8/20191 1/4" = 1'-0"3STUDIO UNIT LIGHTING & FIRE ALARM - TYPE 32 SPSPSPJJTSPSPSPJJJSPSPSPJJT3SPSPSP333SPSPSPJJP-227G1ADHFDAAEEF-1FC-2P-227933J1J2P-202AADAFDHG1EFC-2EF-1333J1P-2021J2P-210HAAADFDG1EEF-1FC-233J1J2P-235G1FDAAADDHP-235101EFC-2EF-1122J1J2AAHFDDAEG1P-228P-2281EF-1FC-233J1J2110 South Albany StreetIthaca, New York 14850607.277.1118www.taitem.comThe Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:DATE:6/6/2019 4:57:51 PMC:\Users\Taitem\Documents\_Revit locals\Vecino Ithaca Athaus MEPS Central 2019_AnnaL.rvt1 BEDROOM UNITS -LIGHTING & FAE40218260AELIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK06/10/2019 1/4" = 1'-0"11 BEDROOM UNIT LIGHTING & FIRE ALARM PLAN - TYPE 1 1/4" = 1'-0"21 BEDROOM UNIT LIGHTING & FIRE ALARM PLAN - TYPE 2 1/4" = 1'-0"51 BEDROOM UNIT LIGHTING & FIRE ALARM PLAN - TYPE 5 1/4" = 1'-0"41 BEDROOM UNIT LIGHTING & FIRE ALARM PLAN - TYPE 4KEYNOTE LEGENDKey ValueKeynote Text1INDICATED NOTIFICATION DEVICES ARE ONLY REQUIRED TO BE INSTALLED IN UNITS 221, 230, AND235, WHICH ARE DESIGNATED FOR HEARING- AND VISUALLY-IMPAIRED RESIDENTS. PROVIDE WIRINGAND BLANK COVER PLATE IN ALL OTHER APARTMENTS, FOR FUTURE INSTALLATION OFNOTIFICATION DEVICES. NOTIFICATION DEVICES ARE TO BE TIED INTO BUILDING FIRE ALARMSYSTEM.2PROVIDE BRK 7010BSL SMOKE ALARM WITH INTEGRATED STROBE IN UNITS 221, 230, AND 235 ONLY.ALL OTHER UNITS SHALL BE EQUIPPED WITH BRK SC9120LBL SMOKE ALARMS.3PROVIDE WIRING AND BLANK COVER PLATE TO J-BOX LOCATIONS IN ALL BEDROOMS ANDBATHROOMS FOR FUTURE INSTALLATION OF BUILDING FIRE ALARM NOTIFICATION DEVICES.TYPICAL FOR ALL UNITS.E402 GENERAL NOTES1. NOTIFICATION DEVICES IN APARTMENTS SHALL TIE INTO BUILDING FIRE ALARM SYSTEM TO ALERT RESIDENTS UPON INITIATIION OF BUILDING FIRE ALARM.2. MULTISTATION SMOKE ALARMS IN APARTMENTS SHALL BE INDEPENDENT OF BUILDING FIRE ALARM SYSTEM AND ONLY SOUND UPON DETECTION OF SMOKE.3. COORDINATE LOCATION OF SMOKE ALARMS IN MECHANICAL CLOSETS WITH INSTALLATION OF MECHANICAL EQUIPMENT. 1/4" = 1'-0"31 BEDROOM UNIT LIGHTING & FIRE ALARM PLAN - TYPE 3REV. DESCRIPTION DATE 333333SPSPSPSPSPJJJ33333SPSPSPSP3JJJJ33333SPSPSPSP3JJJJ333333SPSPSPSPP-201HFDFDDAAAFG1G1P-20111EFC-1EF-1333J1J2P-207G1G1HFDFDDAAAP-20710EEF-1FC-13333J1J2P-220FDHFDDAAAG1G1EFC-1EF-13333J1J2P-22011P-221G1G1HAFDDAAFDA11111EFC-1EF-1222J1J2110 South Albany StreetIthaca, New York 14850607.277.1118www.taitem.comThe Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:DATE:6/6/2019 4:57:55 PMC:\Users\Taitem\Documents\_Revit locals\Vecino Ithaca Athaus MEPS Central 2019_AnnaL.rvt2 BEDROOM UNITS -LIGHTING & FAE40318260AELIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK06/10/2019 1/4" = 1'-0"12 BEDROOM UNIT LIGHTING & FIRE ALARM PLAN - TYPE 1 1/4" = 1'-0"22 BEDROOM UNIT LIGHTING & FIRE ALARM PLAN - TYPE 2 1/4" = 1'-0"32 BEDROOM UNIT LIGHTING & FIRE ALARM PLAN - TYPE 3 1/4" = 1'-0"42 BEDROOM UNIT LIGHTING & FIRE ALARM PLAN - TYPE 4KEYNOTE LEGENDKey ValueKeynote Text1INDICATED NOTIFICATION DEVICES ARE ONLY REQUIRED TO BE INSTALLED IN UNITS 221, 230, AND235, WHICH ARE DESIGNATED FOR HEARING- AND VISUALLY-IMPAIRED RESIDENTS. PROVIDE WIRINGAND BLANK COVER PLATE IN ALL OTHER APARTMENTS, FOR FUTURE INSTALLATION OFNOTIFICATION DEVICES. NOTIFICATION DEVICES ARE TO BE TIED INTO BUILDING FIRE ALARMSYSTEM.2PROVIDE BRK 7010BSL SMOKE ALARM WITH INTEGRATED STROBE IN UNITS 221, 230, AND 235 ONLY.ALL OTHER UNITS SHALL BE EQUIPPED WITH BRK SC9120LBL SMOKE ALARMS.3PROVIDE WIRING AND BLANK COVER PLATE TO J-BOX LOCATIONS IN ALL BEDROOMS ANDBATHROOMS FOR FUTURE INSTALLATION OF BUILDING FIRE ALARM NOTIFICATION DEVICES.TYPICAL FOR ALL UNITS.E403 GENERAL NOTES1. NOTIFICATION DEVICES IN APARTMENTS SHALL TIE INTO BUILDING FIRE ALARM SYSTEM TO ALERT RESIDENTS UPON INITIATIION OF BUILDING FIRE ALARM.2. MULTISTATION SMOKE ALARMS IN APARTMENTS SHALL BE INDEPENDENT OF BUILDING FIRE ALARM SYSTEM AND ONLY SOUND UPON DETECTION OF SMOKE.3. COORDINATE LOCATION OF SMOKE ALARMS IN MECHANICAL CLOSETS WITH INSTALLATION OF MECHANICAL EQUIPMENT.REV. DESCRIPTION DATE 110 South Albany StreetIthaca, New York 14850607.277.1118www.taitem.comThe Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:DATE:11/8/2019 2:41:42 PMC:\Users\Taitem\Documents\Vecino Ithaca Athaus MEPS Central 2019_Yossi.rvtPANEL SCHEDULESE60118260AELIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK06/10/2019Notes:Total Amps:1035 A1167 A1157 ATotal Load:124,220 138,126 136,88483 ---- --0 0 1 20 A SPARE8481 ---- --0 01 20 A SPARE8279 SPARE30 A 3 0 0-- -- --8077 ---- --24,986 0 2 30 A SPARE7875 ---- --25,004 0-- -- --7673 P-CR300 A 3 25,052 02 20 A SPARE7471 SOLENOID VALVES20 A 1500 174 1 20 A DHW RECIRC PUMPS7269 RECEPTACLES - MECH RM 11120 A 1360 3601 20 A RECEPTACLES - STUDIO 1127067 RECEPTACLES - DATA20 A 1 180 5001 20 A ENTRY CALL BOX6865 RECEPTACLES - DATA20 A 1180 8,064 -- -- --6663 ELEVATOR - CAR LIGHTING20 A 1500 8,064-- -- --6461 RECEPTACLES - VESTIBULE 100,... 20 A 1 360 8,064 3 125 A ELEVATOR 6259 RECEPTACLE - FRIDGE 11520 A 1180 360 1 20 A RECEPTACLES - KITCHEN 1156057 RECEPTACLES - STUDIO 11220 A 1180 1801 20 A RECEPTACLE - KITCHEN 1155855 RECEPTACLES - STUDIO 11220 A 1 180 1801 20 A RECEPTACLES - STUDIO 1125653 RECEPTACLES - STUDIO 11220 A 1360 3601 20 A RECEPTACLES - STUDIO 1125451 ---- --1,125 3601 20 A RECEPTACLES - STUDIO 1125249 ELECTRIC HEAT - 106, 108, 10920 A 2 1,125 2,000-- -- --5047 ---- --0 2,000 2 25 A EWH-1 - VESTIBULE4845 DH-FC-930 A 24,300 4611 20 A LIGHTING - EXTERIOR NORTH4643 ---- -- 0 0-- -- --4441 DH-1030 A 24,300 4,300 2 30 A DH-FC-84239 RECEPTACLES - LOBBY 101 20 A 1 900 37,520 -- -- -- 4037 LIGHTING - STUDIO, GALLERY20 A 1 1,630 38,161-- -- --3835 RECEPTACLES - STAIR 320 A 1 900 40,224 3 225 A P-DHW 3633 RECEPTACLE - ELEVATOR SUMP (GFI) 20 A 1 600 20,852 -- -- -- 3431 LIGHTING - OFFICES, MECH, TOILETS 20 A 1 811 21,012-- -- --3229 ---- --5,750 22,070 3 200 A PANEL P-53027 DH-ERV-220 A 25,750 16,387-- -- --2825 LIGHTING - LOBBY, VESTIBULES20 A 1 234 15,275-- -- --2623 ---- --2,000 16,376 3 200 A PANEL P-32421 EWH-1 - STAIR 3 UPPER25 A 22,000 5,750-- -- --2219 LIGHTING - STAIR 320 A 1 800 5,7502 70 A DH-ERV-12017 ---- --0 2,000 -- -- --1815 ERV-120 A 22,101 2,0002 25 A EWH-1 - STAIR 3 LOWER1613900 1 20 A RECEPTACLES - GALLERY 114 1411180 1 20 A RECEPTACLE - EWC-1 129 RECEPTACLES - 104, 105, 10620 A 11,260 996-- -- --107 ELEV PIT - RECEPTACLE & LIGHT20 A 1189 1,0762 20 A FAN COILS - FIRST FLOOR85 RECEPTACLES - CONF 10220 A 1540 1,080 1 20 A RECEPTACLES - GALLERY 11463 ERV-220 A 1396 7201 20 A RECEPTACLES - GALL OFF 11641 FACP20 A 1 200 5401 20 A RECEPTACLES - PATIO2CKTCircuit DescriptionTrip Poles ABC Poles TripCircuit DescriptionCKTNotes:Enclosure:Type 1MCB Rating:1000 AMounting:SurfaceWires:4Mains Rating:1000 ASupply From:Phases:3Mains Type:MBLocation:ELECTRICAL 111Volts:120/208 WyeA.I.C. Rating:10KBranch Panel: MDPNotes:Total Amps:138 A127 A138 ATotal Load:16,37615,27516,38741 SPARE30 A 10 0 -- -- --4239 SPARE20 A 10 02 30 A SPARE4037 SPARE20 A 1 0 0-- -- --3835 SPARE20 A 10 0 2 20 A SPARE3633 SPARE20 A 10 01 20 A SPARE3431 LIGHTING - 3RD FLOOR20 A 1 934 2750-- -- --3229 ---- --2750 2750 2 30 A DRYER - LAUNDRY 3133027 DRYER - LAUNDRY 31330 A 22750 2750-- -- --2825 WASHER - LAUNDRY 21320 A 1 600 27502 30 A DRYER - LAUNDRY 2132623 ---- --2642 934 1 20 A LIGHTING - 2ND FLOOR2421 HP-3 (ROOFTOP)40 A 22642 3120-- -- --2219 ---- -- 2750 31202 50 A HP-4 (ROOFTOP)2017 DRYER - LAUNDRY 21330 A 22750 600 1 20 A WASHER - LAUNDRY 3131815 ---- --145 125-- -- --1613 FAN COILS - 2ND FLOOR20 A 2 145 1252 20 A FAN COILS - 3RD FLOOR1411 WASHER - LAUNDRY 21320 A 1600 2642 -- -- --129 WASHER - LAUNDRY 31320 A 1600 26422 40 A HP-3 (ROOFTOP)107 RECEPTACLES - 2ND FL HALL20 A 1 1440 14401 20 A RECEPTACLES - 3RD FL HALL85 RECEPTACLES - ELEC 21720 A 1180 540 1 20 A RECEPTACLES - LAUNDRY 313, ELEC 317 63 EF-3'S & DAMPER (3RD FLOOR)20 A 11423601 20 A RECEPTACLES - LAUNDRY 21341 EF-3'S & DAMPER (2ND FLOOR)20 A 1 142 1801 20 A RECEPTACLES - ELEC 3172CKTCircuit DescriptionTrip Poles ABC Poles TripCircuit DescriptionCKTNotes:Enclosure:Type 1MCB Rating:0 AMounting:RecessedWires:4Mains Rating:225 ASupply From:MDPPhases:3Mains Type:MLOLocation:ELEC 317Volts:120/208 WyeA.I.C. Rating:10kBranch Panel: P-3Notes:Total Amps:184 A175 A174 ATotal Load:22,07021,01220,85241 SPARE30 A 10 0 -- -- --4239 SPARE20 A 10 02 30 A SPARE4037 RADON MITIGATION SYSTEM20 A 1 1000 0-- -- --3835 ---- --2750 0 2 20 A SPARE3633 DRYER - LAUNDRY 51330 A 22750 6137-- -- --3431 ---- -- 2750 6137-- -- --3229 DRYER - LAUNDRY 51330 A 22750 6137 3 70 A HP-5 (ROOFTOP)3027 RECEPTACLES - 5TH FL HALL20 A 11440 2750-- -- --2825 RECEPTACLES - 4TH FL HALL20 A 11440 27502 30 A DRYER - LAUNDRY 4132623 ---- --2642 1440 1 20 A RECEPTACLES - ROOFTOP2421 HP-4 (ROOFTOP)50 A 22642 6001 20 A WASHER - LAUNDRY 5132219 ---- -- 2750 6001 20 A WASHER - LAUNDRY 4132017 DRYER - LAUNDRY 41330 A 22750 600 1 20 A WASHER - LAUNDRY 5131815 ---- --145 2642-- -- --1613 FAN COILS - 4TH FLOOR20 A 2 145 26422 50 A HP-4 (ROOFTOP)1411 LIGHTING - 5TH FLOOR20 A 1919 145 -- -- --129 RECEPTACLES - ROOFTOP20 A 11260 1452 20 A FAN COILS - 5TH FLOOR107 WASHER - LAUNDRY 41320 A 1 600 9341 20 A LIGHTING - 4TH FLOOR85 RECEPTACLES - ELEC 41720 A 1180 540 1 20 A RECEPTACLES - LAUNDRY 513, ELEC 517 63 EF-3'S (5TH FLOOR)20 A 1142 3601 20 A RECEPTACLES - LAUNDRY 41341 EF-3'S & DAMPER (4TH FLOOR)20 A 1142 1801 20 A RECEPTACLES - ELEC 5172CKTCircuit DescriptionTrip Poles ABC Poles TripCircuit DescriptionCKTNotes:Enclosure:Type 1MCB Rating:0 AMounting:SurfaceWires:4Mains Rating:225 ASupply From:MDPPhases:3Mains Type:MLOLocation:ELEC 517Volts:120/208 WyeA.I.C. Rating:10kBranch Panel: P-5Notes:Total Amps:336 A319 A313 ATotal Load:40,22438,16137,52041 SPARE20 A 10 0 1 20 A SPARE4239 HEAT TAPE - SANDEN UNITS20 A 1500 1411 20 A MIXING VALVE & PUMP4037 ---- -- 12000 12000-- -- --3835 ---- --12000 12000 -- -- --3633 WH-1125 A 312000 120003 125 A WH-13431 ---- -- 1352 1352-- -- --3229 SANDEN HEAT PUMP15 A 21352 1352 2 15 A SANDEN HEAT PUMP3027 ---- --1352 1352-- -- --2825 SANDEN HEAT PUMP15 A 2 1352 13522 15 A SANDEN HEAT PUMP2623 ---- --1352 1352 -- -- --2421 SANDEN HEAT PUMP15 A 21352 13522 15 A SANDEN HEAT PUMP2219 ---- -- 1352 1352-- -- --2017 SANDEN HEAT PUMP15 A 21352 1352 2 15 A SANDEN HEAT PUMP1815 ---- --1352 1352-- -- --1613 SANDEN HEAT PUMP15 A 2 1352 13522 15 A SANDEN HEAT PUMP1411 ---- --1352 1352 -- -- --129 SANDEN HEAT PUMP15 A 21352 13522 15 A SANDEN HEAT PUMP107 ---- -- 1352 1352-- -- --85 SANDEN HEAT PUMP15 A 21352 1352 2 15 A SANDEN HEAT PUMP63 ---- --1352 1352-- -- --41 SANDEN HEAT PUMP15 A 2 1352 13522 15 A SANDEN HEAT PUMP2CKTCircuit DescriptionTrip Poles ABC Poles TripCircuit DescriptionCKTNotes:Enclosure:Type 1MCB Rating:0 AMounting:SurfaceWires:4Mains Rating:400 ASupply From:MDPPhases:3Mains Type:MLOLocation:ELECTRICAL 111Volts:120/208 WyeA.I.C. Rating:Branch Panel: P-DHWREV. DESCRIPTION DATE1 ADDENDUM #2 07/11/20192 ADDENDUM #5 11/8/201912Notes:Total Amps:209 A208 A208 ATotal Load:250522500424986---- --806442---- --80644037,39... ELEVATOR EL2125 A 3 8064 2000-- -- ------ --2000 2000 2 25 A EWH-1 - STAIR 2 UPPER36,3833,35 EWH-1 - STAIR 2 LOWER25 A 22000 2000-- -- --31 RECEPTACLE - FRIDGE (CR 151)20 A 1180 20002 25 A EWH-1 - STAIR 1 UPPER32,34292767 -- -- ------ --2000 27672 40 A HP-628,3025,27 EWH-1 - STAIR 1 LOWER25 A 2 2000 5750-- -- --23 RECEPTACLE - STAIR 220 A 1180 5750 2 30 A DH-ERV-324,26---- --208 750-- -- --19,21 FC-620 A 2 248 7502 20 A BATHROOMS - ELECTRIC HEAT20,2217 LIGHTING - PARKING, EXT SOUTH20 A 11625 0 -- -- --15 RECEPTACLE - KITCHENETTE (CR 151) 20 A 1 180 4300 2 30 A DH-FC-6 16,1813 RECEPTACLES - STAIR 2 20 A 1 900 1080 1 20 A ERV-3 1411 LIGHTING - STAIR 120 A 1800 900 1 20 A RECEPTACLES - STAIR 1129 LIGHTING - COMM RM, FITNESS20 A 1795 10801 20 A RECEPTACLES - CR 151107 ELEVATOR EL2 SUMP PUMP20 A 1 600 8001 20 A LIGHTING - STAIR 285 RECEPTACLES - FITNESS 15520 A 1360 540 120 A RECEPTACLES - EXTERIOR (CR 151) 63 RECEPTACLES - FITNESS 15520 A 1360 5001 20 A GARAGE DOOR OPENER41 RECEPTACLE - ELEVATOR EL2 PIT20 A 1 180 5001 20 A ELEVATOR - CAR LIGHTING2CKTCircuit DescriptionTrip Poles ABC Poles TripCircuit DescriptionCKTNotes:Enclosure:Type 1MCB Rating:Mounting:RecessedWires:4Mains Rating:400 ASupply From:MDPPhases:3Mains Type:MLOLocation:Room 8Volts:120/208 WyeA.I.C. Rating:Branch Panel: P-CR222222 110 South Albany StreetIthaca, New York 14850607.277.1118www.taitem.comThe Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:DATE:6/6/2019 4:57:57 PMC:\Users\Taitem\Documents\_Revit locals\Vecino Ithaca Athaus MEPS Central 2019_AnnaL.rvtPANEL SCHEDULESE60218260AELIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK06/10/2019TYPICCAL OF ALL STUDIO BEDROOM TYPE 1 APARTMENTSNotes:Total Amps:87 A79 ATotal Load:9133 VA8210 VA232421221920171815 SPARE20 A 10 VA 0 VA 1 15 A SPARE1613 ---- -- 1230 VA 2080 VA-- -- --1411 DUCT HEATER20 A 21230 VA 2080 VA 2 30 A HP-2 (ROOFTOP)129 LIGHTING (AFCI)15 A 1 203 VA 180 VA1 15 A RANGE HOOD (AFCI)107 RECEPTACLES - ENTRY, MECH (AFCI) 15 A 1540 VA 4000 VA -- -- --85 RECEPTACLES - KITCHEN, D/W (AFCI) 20 A 1 540 VA 4000 VA2 40 A RECEPTACLE - STOVE63 RECEPTACLE - FRIDGE (AFCI)15 A 1180 VA 180 VA 1 20 A RECEPTACLE - KITCHEN (AFCI)41 RECEPTACLE - BATHROOM20 A 1 180 VA 720 VA1 15 A RECEPTACLES - BEDROOM (AFCI)2CKTCircuit DescriptionTrip PolesABPoles TripCircuit DescriptionCKTNotes:Enclosure:NEMA 1MCB Rating:Mounting:RecessedWires:3Mains Rating:100 ASupply From:Phases:1Mains Type:MLOLocation:STUDIO UNIT TYPE 1 224Volts:120/208 SingleA.I.C. Rating:10KBranch Panel: P-224TYPICAL OF ALL STUDIO BEDROOM TYPE 2 APARTMENTSNotes:Total Amps:83 A88 ATotal Load:8630 VA9250 VA23242122192017 SPARE20 A 1 0 VA1815 ---- --2080 VA1613 HP-2 (ROOFTOP)30 A 2 2080 VA 0 VA1 15 A SPARE1411 RANGE HOOD (AFCI)15 A 1500 VA 1230 VA -- -- --129 LIGHTING (AFCI)15 A 1 240 VA 1230 VA2 20 A DUCT HEATER107 RECEPTACLES - BEDROOM (AFCI)15 A 1720 VA 180 VA 1 20 A RECEPTACLE - BATHROOM85 RECEPTACLE - KITCHEN (AFCI)20 A 1 180 VA 180 VA1 15 A RECEPTACLE - FRIDGE (AFCI)63 RECEPTACLES - KITCHEN, D/W (AFCI) 20 A 1540 VA 4000 VA -- -- --41 RECEPTACLES - LIVING, DINING, MECH... 15 A 1 720 VA 4000 VA2 40 A RECEPTACLE - STOVE2CKTCircuit DescriptionTrip PolesABPoles TripCircuit DescriptionCKTNotes:Enclosure:NEMA 1MCB Rating:Mounting:RecessedWires:3Mains Rating:100 ASupply From:Phases:1Mains Type:MLOLocation:STUDIO UNIT TYPE 2 211Volts:120/208 SingleA.I.C. Rating:10KBranch Panel: P211TYPICAL OF ALL 1-BEDROOM TYPE 1 APARTMENTSNotes:Total Amps:83 A90 ATotal Load:8644 VA9470 VA23242122192017 SPARE20 A 1 0 VA1815 ---- --2080 VA1613 HP-2 (ROOFTOP)30 A 2 2080 VA 0 VA1 15 A SPARE1411 RANGE HOOD (AFCI)15 A 1180 VA 1230 VA -- -- --129 LIGHTING (AFCI)15 A 1 254 VA 1230 VA2 20 A DUCT HEATER107 RECEPTACLES - LIVING, DINING, MECH... 15 A 11080 VA 720 VA 1 15 A RECEPTACLES - BEDROOM (AFCI)85 RECEPTACLE - FRIDGE, CONV. (AFCI) 20 A 1 360 VA 540 VA1 20 A RECEPTACLES - KITCHEN, D/W (AFCI) 63 RECEPTACLE - KITCHEN (AFCI)20 A 1180 VA 4000 VA -- -- --41 RECEPTACLE - BATHROOM15 A 1 180 VA4000 VA2 40 A RECEPTACLE - STOVE2CKTCircuit DescriptionTrip PolesABPoles TripCircuit DescriptionCKTNotes:Enclosure:NEMA 1MCB Rating:Mounting:RecessedWires:3Mains Rating:100 ASupply From:Phases:1Mains Type:MLOLocation:1 BED UNIT TYPE 1 227Volts:120/208 SingleA.I.C. Rating:10KBranch Panel: P-227TYPICAL OF ALL 1-BEDROOM TYPE 2 APARTMENTSNotes:Total Amps:90 A89 ATotal Load:9364 VA9290 VA23242122192017 SPARE20 A 1 0 VA1815 ---- --2080 VA 0 VA 1 15 A SPARE1613 HP-2 (ROOFTOP)30 A 2 2080 VA 1230 VA-- -- --1411 ---- --4000 VA 1230 VA 2 20 A DUCT HEATER129 RECEPTACLE - STOVE40 A 2 4000 VA 180 VA1 15 A RANGE HOOD (AFCI)107 RECEPTACLE - KITCHEN (AFCI)20 A 1180 VA 540 VA 120 A RECEPTACLES - KITCHEN, D/W (AFCI) 85 RECEPTACLES - DINING, MECH (AFCI) 15 A 1 540 VA360 VA1 15 A RECEPTACLE - FRIDGE, CONV. (AFCI) 63 RECEPTACLES - BEDROOM (AFCI)15 A 11080 VA 180 VA 1 20 A RECEPTACLE - BATHROOM41 LIGHTING (AFCI)15 A 1 254 VA 720 VA1 15 A RECEPTACLES - LIVING (AFCI)2CKTCircuit DescriptionTrip PolesABPoles TripCircuit DescriptionCKTNotes:Enclosure:NEMA 1MCB Rating:Mounting:RecessedWires:3Mains Rating:100 ASupply From:Phases:1Mains Type:MLOLocation:1 BED UNIT TYPE 2 202Volts:120/208 SingleA.I.C. Rating:10KBranch Panel: P-202TYPICAL OF ALL 1-BEDROOM TYPE 3 APARTMENTSNotes:Total Amps:91 A88 ATotal Load:9544 VA9110 VA23242122192017 SPARE20 A 1 0 VA1815 ---- --2080 VA 0 VA 1 15 A SPARE1613 HP-2 (ROOFTOP)30 A 2 2080 VA 1230 VA-- -- --1411 RANGE HOOD (AFCI)15 A 1180 VA 1230 VA 2 20 A DUCT HEATER129 RECEPTACLE - BATHROOM20 A 1 180 VA 254 VA1 15 A LIGHTING (AFCI)107 ---- --4000 VA 900 VA 1 15 A RECEPTACLES - BEDROOM (AFCI)85 RECEPTACLE - STOVE40 A 2 4000 VA 720 VA120 A RECEPTACLES - LIVING (AFCI)63 RECEPTACLE - KITCHEN (AFCI)20 A 1180 VA 540 VA 120 A RECEPTACLES - KITCHEN, D/W (AFCI) 41 RECEPTACLES - DINING, MECH (AFCI) 20 A 1 720 VA360 VA1 15 A RECEPTACLE - FRIDGE, CONV. (AFCI) 2CKTCircuit DescriptionTrip PolesABPoles TripCircuit DescriptionCKTNotes:Enclosure:NEMA 1MCB Rating:Mounting:RecessedWires:3Mains Rating:100 ASupply From:Phases:1Mains Type:MLOLocation:1 BED UNIT TYPE 5 210Volts:120/208 SingleA.I.C. Rating:10KBranch Panel: P-210TYPICAL OF ALL 1-BEDOORM TYPE 4 APARTMENTSNotes:Total Amps:94 A82 ATotal Load:9940 VA8570 VA23242122192017 SPARE20 A 1 0 VA1815 ---- --2080 VA 0 VA 1 15 A SPARE1613 HP-2 (ROOFTOP)30 A 2 2080 VA 1230 VA-- -- --1411 RANGE HOOD (AFCI)15 A 1180 VA 1230 VA 2 20 A DUCT HEATER129 RECEPTACLE - FRIDGE (AFCI)15 A 1180 VA 290 VA1 15 A LIGHTING (AFCI)107 RECEPTACLE - KITCHEN (AFCI)20 A 1180 VA 4000 VA -- -- --85 RECEPTACLES - KITCHEN, D/W (AFCI) 20 A 1 540 VA 4000 VA2 40 A RECEPTACLE - STOVE63 RECEPTACLE - BATHROOM20 A 1180 VA 720 VA 115 A RECEPTACLES - LIVING (AFCI)41 RECEPTACLES - BEDROOM (AFCI)15 A 1 900 VA 720 VA115 A RECEPTACLES - DINING, MECH (AFCI) 2CKTCircuit DescriptionTrip PolesABPoles TripCircuit DescriptionCKTNotes:Enclosure:NEMA 1MCB Rating:Mounting:RecessedWires:3Mains Rating:100 ASupply From:Phases:1Mains Type:MLOLocation:1 BED UNIT TYPE A...Volts:120/208 SingleA.I.C. Rating:10KBranch Panel: P-235TYPICAL OF ALL 2-BEDROOM TYPE 1 APARTMENTSNotes:Total Amps:146 A121 ATotal Load:15628 VA12544 VA2324212219 SPARE20 A 10 VA2017 ---- -- 2080 VA 0 VA1 15 A SPARE1815 HP-1 (ROOFTOP)30 A 22080 VA 5408 VA -- -- --1613 RANGE HOOD (AFCI)15 A 1 180 VA 5408 VA2 20 A DUCT HEATER1411 LIGHTING (AFCI)15 A 1336 VA 4000 VA -- -- --129 RECEPTACLES - KITCHEN, D/W (AFCI) 20 A 1 540 VA 4000 VA2 40 A RECEPTACLE - STOVE107 RECEPTACLE - FRIDGE (AFCI)15 A 1180 VA 180 VA 1 20 A RECEPTACLE - KITCHEN (AFCI)85 RECEPTACLES - LIVING (AFCI)20 A 1 720 VA 1080 VA1 15 A RECEPTACLES - DINING, MECH (AFCI) 63 RECEPTACLE - BATHROOM20 A 1180 VA 180 VA 1 20 A RECEPTACLE - BATHROOM41 RECEPTACLES - BEDROOM (AFCI)15 A 1 900 VA 720 VA1 15 A RECEPTACLES - BEDROOM (AFCI)2CKTCircuit DescriptionTrip PolesABPoles TripCircuit DescriptionCKTNotes:Enclosure:NEMA 1MCB Rating:Mounting:RecessedWires:3Mains Rating:100 ASupply From:Phases:1Mains Type:MLOLocation:2 BED UNIT TYPE 1 201Volts:120/208 SingleA.I.C. Rating:10KBranch Panel: P-201TYPICAL OF ALL 2-BEDROOM TYPE 2 APARTMENTSNotes:Total Amps:126 A136 ATotal Load:13069 VA14368 VA2324212219 SPARE20 A 10 VA2017 ---- -- 2080 VA 0 VA1 15 A SPARE1815 HP-2 (ROOFTOP)30 A 22080 VA 5408 VA -- -- --1613 ---- -- 4000 VA 5408 VA2 20 A DUCT HEATER1411 RECEPTACLE - STOVE40 A 24000 VA 180 VA 1 15 A RANGE HOOD (AFCI)129 RECEPTACLES - DINING, MECH (AFCI)20 A 1 360 VA 321 VA1 15 A LIGHTING (AFCI)107 RECEPTACLES - BEDROOM (AFCI)15 A 1900 VA 540 VA1 20 A RECEPTACLES - BEDROOM, HALL (AFCI) 85 RECEPTACLE - BATHROOM20 A 1 180 VA 180 VA1 20 A RECEPTACLE - BATHROOM63 RECEPTACLES - KITCHEN, D/W (AFCI) 20 A 1540 VA 720 VA 1 15 A RECEPTACLES - LIVING, DINING (AFCI) 41 RECEPTACLE - FRIDGE, CONV. (AFCI) 15 A 1 360 VA 180 VA1 20 A RECEPTACLE - KITCHEN (AFCI)2CKTCircuit DescriptionTrip PolesABPoles TripCircuit DescriptionCKTNotes:Enclosure:NEMA 1MCB Rating:Mounting:RecessedWires:3Mains Rating:100 ASupply From:Phases:1Mains Type:MLOLocation:2 BED UNIT TYPE 2 207Volts:120/208 SingleA.I.C. Rating:10KBranch Panel: P-207REV. DESCRIPTION DATEStudio Unit Air Exchangers - require 20A single pole AFCI BreakerRFI 118 110 South Albany StreetIthaca, New York 14850607.277.1118www.taitem.comThe Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:DATE:6/6/2019 4:57:57 PMC:\Users\Taitem\Documents\_Revit locals\Vecino Ithaca Athaus MEPS Central 2019_AnnaL.rvtPANEL SCHEDULESE60318260AELIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK06/10/2019TYPICAL OF ALL 2-BEDROOM TYPE 3 APARTMENTSNotes:Total Amps:185 A189 ATotal Load:19236 VA19737 VA232421 SPARE20 A 1 0 VA 0 VA1 15 A SPARE2219 ---- --5408 VA 2080 VA -- -- --2017 DUCT HEATER20 A 2 5408 VA 2080 VA2 30 A HP-1 (ROOFTOP)1815 RANGE HOOD (AFCI)15 A 1180 VA 5408 VA -- -- --1613 RANGE HOOD (AFCI)15 A 1 180 VA 5408 VA2 20 A DUCT HEATER1411 LIGHTING (AFCI)15 A 1321 VA 4000 VA -- -- --129 RECEPTACLE - BATHROOM20 A 1 180 VA4000 VA2 40 A RECEPTACLE - STOVE107 RECEPTACLE - FRIDGE (AFCI)15 A 1180 VA 720 VA 115 A RECEPTACLES - DINING, MECH (AFCI) 85 RECEPTACLES - KITCHEN, D/W (AFCI) 20 A 1 540 VA 180 VA 120 A RECEPTACLE - KITCHEN (AFCI) 63 RECEPTACLES - BEDROOM (AFCI)15 A 1720 VA 720 VA 1 15 A RECEPTACLES - LIVING (AFCI)41 RECEPTACLE - BATHROOM20 A 1 180 VA 1080 VA1 15 A RECEPTACLES - BEDROOM (AFCI)2CKTCircuit DescriptionTrip PolesABPoles TripCircuit DescriptionCKTNotes:Enclosure:NEMA 1MCB Rating:Mounting:RecessedWires:3Mains Rating:100 ASupply From:Phases:1Mains Type:MLOLocation:2 BED UNIT TYPE 3 220Volts:120/208 SingleA.I.C. Rating:10KBranch Panel: P-220TYPICAL OF ALL 2-BEDROOM TYPE 4 APARTMENTSNotes:Total Amps:88 A74 ATotal Load:9320 VA7675 VA23242122192017 SPARE20 A 1 0 VA1815 ---- --2080 VA1613 HP-1 (ROOFTOP)30 A 2 2080 VA 0 VA1 15 A SPARE1411 LIGHTING (AFCI)15 A 1335 VA 4000 VA -- -- --129 RECEPTACLES - KITCHEN, D/W (AFCI) 20 A 1 540 VA 4000 VA 2 40 A RECEPTACLE - STOVE 107 RECEPTACLE - FRIDGE (AFCI)15 A 1180 VA 180 VA 1 20 A RECEPTACLE - KITCHEN (AFCI)85 RECEPTACLES - LIVING (AFCI)15 A 1 720 VA 720 VA1 15 A RECEPTACLES - DINING, MECH (AFCI) 63 RECEPTACLES - BEDROOM (AFCI)15 A 1720 VA 180 VA 1 20 A RECEPTACLE - BATHROOM41 RECEPTACLE - BATHROOM20 A 1 180 VA 1080 VA1 15 A RECEPTACLES - BEDROOM (AFCI)2CKTCircuit DescriptionTrip PolesABPoles TripCircuit DescriptionCKTNotes:Enclosure:NEMA 1MCB Rating:Mounting:RecessedWires:3Mains Rating:100 ASupply From:Phases:1Mains Type:MLOLocation:2 BED UNIT TYPE A...Volts:120/208 SingleA.I.C. Rating:10KBranch Panel: P-221REV. DESCRIPTION DATE RRDPendent Sprinkler W/Guard Ball Valve Double Check ValveOS&Y Gate ValveUpright Sprinkler W/GuardResidential Pendent Sprinkler Pendent SprinklerUpright Sprinkler LEGENDResidential Sidewall Sprinkler Dry Pendent Extended Coverage Sprinkler GENERAL1. Provide a complete wet pipe fire sprinkler system per the latest edition of NFPA 13, applicable codes, and the specifications.2. Provide a dry pipe fire sprinkler system for first floor parking areas.3. Provide standpipes and combined sprinkler standpipes as indicated.4. Occupancy is Light Hazard, except Ordinary Hazard Group I in parking area.5. Sprinkler design is performance based. Contractor shall design system subject to approval by AHJ, perform all hydraulic calculations, and submit stamped working drawings.6. Submit product data for valves, sprinklers, specialties, and alarms. 7. Provide sprinklers for combustible concealed spaces, including open web floor joists, in accordance with their listing.8. 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.9. The sprinkler system layout, sizing, and routing are typical and diagrammatic to represent the scope of work. Piping shown is illustrative of intended piping locations. Contractor shall determine all sprinkler types, locations, positions, pipe routing, sizing, and accessories to provide a fully sprinklered building and shall coordinate with other trades and architectural/structural elements.10. Comply with NFPA 13, 14, 26, and 70.11. Use UL listed and labeled and FM approved pipe and fittings.12. Comply with the fire code of New York State section 901.7 systems out of service. Notify fire department and code enforcement official.13. Provide supervision of valves and flow switches.14. The contractor shall arrange for all necessary hydrant flow tests and system inspections with the city of Ithaca.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 ceilings as indicated and wherever space permits. Center sprinklers in ceiling tiles as closely as possible. Minimum distance from grid to sprinkler is 6".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 connections for testing and drainage purposes, including full forward flow tests, 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. Such standpipe shall be provided with fire department hose connections at accessible locations adjacent to usable stairways. Such standpipes shall be extended as construction progresses to within one floor of the highest point of construction having secured decking or flooring.110 South Albany StreetIthaca, New York 14850607.277.1118www.taitem.comThe Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:DATE:11/6/2019 11:22:59 AMC:\Users\Taitem\Documents\Vecino Ithaca Athaus MEPS Central 2019_Yossi.rvtNOTES, SCHEDULES,& LEGENDFP00118260FSIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK06/10/2019FIRE 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 Plans shall 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 to be 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 calculations shall 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 application in 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 Department shall 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: 3/27/2019HYDRANT FLOWED: G-15FIELD FLOW: 1450 GPMCALCULATED FLOW @ 20 PSI: 2750 GPMHYDRANT GAUGED: G-20STATIC: 92 PSIRESIDUAL: 70 PSIHYDRANT FLOW DATASPRINKLER SCHEDULEType Manufacturer SINDescriptionResponse Coverage K-FactorTemperatureRatingSprinklerFinishEscutcheon/ CoverFinishCommentsA Reliable RA3511 Residential PendentQuick Standard 4.9 155 °F White WhiteB Reliable RA4454 Combustible Concealed Space UprightSprinklerQuick Standard 5.6 212 °F BronzeC Reliable RA4454 QR UprightQuick Standard 5.6 212 °F BronzeD Reliable RA1414 QR Upright with GuardQuick Standard 5.6 155 °F BronzeE Reliable RA1414 QR PendentQuick Standard 5.6 155 °F White WhiteF Reliable RA1435 QR Horizontal SidewallQuick Standard 5.6 155 °F BronzeG Tyco TY5238 QR Dry PendentQuick Extended 11.2 155 °F Bronze Chrome Provide DSB-2 boot to prevent infiltration.REV. DESCRIPTION DATE1 ADDENDUM #5 11/8/201911 6FP2016FP201TO DRY PARKING AREA SYSTEM4" SPK4" SPKUP - STAIR 1 STANDPIPE &SOUTHWEST 1ST FLOOR SPRINKLERUP - STAIR 3 STANDPIPEUP - STAIR 2 STANDPIPE2ND THRU 5TH FLOOR SPRINKLERSOUTHWEST FIRST FLOOR ZONENORTH 1ST FLOOR ZONERoom8BELOW LANDINGBELOW LANDINGBELOW LANDINGPARKING AREA BOUNDARYOPEN TO ABOVEOPEN TO ABOVE4FP201CTYPCTYPCOMMUNITY ROOM151RESTROOM108RESTROOM109STORAGE110ELECTRICAL111SUPPORTIVE SERVICESOFFICE105CONFERENCE102GALLERY OFFICE116FITNESS155MECH106VESTIBULE100LOBBY101VESTIBULE107STAIR 3ST3STAIR 1ST1STORAGE152RESTROOM153RESTROOM154GALLERY114STORAGE113PROPERTY MANAGEMENTOFFICE104BREAKROOM115STUDIO1125" SPK12' - 0"AUXILIARY DRAIN TO DRUM DRIP, TYP.14' - 0"1/4" / 1'-0"1/4" / 1'-0"1/2" / 1'-0"1/2" / 1'-0"1/4" / 1'-0"AUXILIARY DRAIN TO DRUM DRIP, TYP.13' - 11 15/16"BEAM ABOVE DROPPED CEILING7FP2018FP201FROM DOMESTIC WATER SERVICEELEVEL1ELEV. PITELEV. PIT110 South Albany StreetIthaca, New York 14850607.277.1118www.taitem.comThe Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:DATE:11/6/2019 11:23:26 AMC:\Users\Taitem\Documents\Vecino Ithaca Athaus MEPS Central 2019_Yossi.rvtFIRST FLOOR PLANFP10118260FSIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK06/10/2019 1/8" = 1'-0"1FIRST FLOOR SPRINKLER RCPREV. DESCRIPTION DATE1 ADDENDUM #5 11/8/20191 4" SPK4" SPK5" SPK1615171819202122BAZAABBCCDDXWVCDEFYHJKLUTG1234568713121110149MNPQSTANDPIPESTANDPIPE2ND FLOOR ZONEFP2012AATYPTYPREFER TO 2/FP201 FOR TYPICAL CONCEALED SPACE SPRINKLERS ABOVE CEILING, 5FP201STUDIO UNIT TYPE 1233EEESTAIR 2ST2STAIR 3ST3STAIR 1ST11 BED UNIT TYPE 62042 BED UNIT TYPE 1201STUDIO UNIT TYPE 32031 BED UNIT TYPE 72051 BED UNIT TYPE 62062 BED UNIT TYPE 2207STUDIO UNIT TYPE 1208LAUNDRY2132 BED UNIT TYPE 2218STUDIO UNIT TYPE 32192 BED UNIT TYPE ATYPE 4221STUDIO UNIT TYPE 1222STUDIO UNIT TYPE 1223STUDIO UNIT TYPE 12241 BED UNIT TYPE ATYPE 4235STUDIO UNIT TYPE 1231STUDIO UNIT TYPE 1229STUDIO UNIT TYPE ATYPE 1230STUDIO UNIT TYPE 12321 BED UNIT TYPE 82341 BED UNIT TYPE 32281 BED UNIT TYPE 12271 BED UNIT TYPE 52101 BED UNIT TYPE 2202STUDIO UNIT TYPE 22112 BED UNIT TYPE 3220ELEC2171 BED UNIT TYPE 72121 BED UNIT TYPE 72141 BED UNIT TYPE 72161 BED UNIT TYPE 72251 BED UNIT TYPE 1226STORAGE2091ELEVEL1ELEVEL1STANDPIPE110 South Albany StreetIthaca, New York 14850607.277.1118www.taitem.comThe Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:DATE:11/6/2019 11:23:51 AMC:\Users\Taitem\Documents\Vecino Ithaca Athaus MEPS Central 2019_Yossi.rvtSECOND FLOOR PLANFP10218260FSIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK06/10/2019 1/8" = 1'-0"1SECOND FLOOR SPRINKLER RCPSPRINKLER LAYOUT IS SHOWN FOR EACH TYPICAL UNIT TYPE. ALL UNITS ARE TO BE FULLY SPRINKLERED. FLOORS ABOVE ARE SIMILARREV. DESCRIPTION DATE1 ADDENDUM #5 11/8/2019 1615171819202122BAZAABBCCDDXWVCDEFYHJKLURTG1234568713121110149MNPQ3RD FLOOR ZONE110 South Albany StreetIthaca, New York 14850607.277.1118www.taitem.comThe Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:DATE:6/6/2019 4:26:49 PMC:\Users\Brendan\Documents\Revit Local\Vecino Ithaca Athaus MEPS Central 2019_Brendan.rvtTHIRD FLOOR PLANFP10318260AuthorIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK06/10/20191/8" = 1'-0"1THIRD FLOOR SPRINKLER RCPREV. DESCRIPTION DATE 1615171819202122BAZAABBCCDDXWVCDEFYHJKLURTG1234568713121110149MNPQ4TH FLOOR ZONE110 South Albany StreetIthaca, New York 14850607.277.1118www.taitem.comThe Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:DATE:6/6/2019 4:26:55 PMC:\Users\Brendan\Documents\Revit Local\Vecino Ithaca Athaus MEPS Central 2019_Brendan.rvtFOURTH FLOOR PLANFP10418260AuthorIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK06/10/20191/8" = 1'-0"1FOURTH FLOOR SPRINKLER RCPREV. DESCRIPTION DATE 1615171819202122BAZAABBCCDDXWVCDEFYHJKLURTG1234568713121110149MNPQ5TH FLOOR ZONEEEESTRUCTUREARCHSTAIR 1ST1STAIR 2ST2STAIR 3ST3110 South Albany StreetIthaca, New York 14850607.277.1118www.taitem.comThe Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:DATE:6/6/2019 4:27:01 PMC:\Users\Brendan\Documents\Revit Local\Vecino Ithaca Athaus MEPS Central 2019_Brendan.rvtFIFTH FLOOR PLANFP10518260AuthorIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK06/10/20191/8" = 1'-0"1FIFTH FLOOR SPRINKLER RCPREV. DESCRIPTION DATE 5" SPK4" SPKRPZ-13" CWFDC1718BA8' - 9"4" SPKUP TO 2ND FLOOR CEILING1ST FLOOR NORTH ZONESTAIR 1 STANDPIPESTAIR 2 SPRINKLER/STANDPIPESTAIR 3 STANDPIPE3P0014" SPKDTO PARKING AREA6" CW6" SPK6" SPK4" SPK5" SPK4" SPK4" SPKSTAIR 1 STANDPIPESTAIR 2 SPRINKLER/STANDPIPESTAIR 3 STANDPIPEDCVA-1RPZ-1DRYVALVECCDDXYG131211101492 BED UNIT201872 SF1 BED UNIT202643 SFWALLS EXTEND TO FLOOR DECK ABOVE TO ENCLOSE AREA 1,000 SF MAXIMUM.M A X8' - 0 "M A X16' - 0 "BBBBBBBBMAX16' - 0"WOOD OPEN WEB JOIST, TYP.1ST FLOOR0' - 0"2ND FLOOR12' - 6"2ND FLOOR12' - 6"7FP2013RD FLOOR22' - 7 7/8"2ND FLOOR12' - 6"BM3" SPK5" SPK1ST FLOOR0' - 0"2ND FLOOR12' - 6"TO DRUM DRIPDRY SPRINKLER7FP2011/4" / 1'-0"8FP2011ST FLOOR0' - 0"1ST FLOOR0' - 0"2ND FLOOR12' - 6"2ND FLOOR12' - 6"6FP2014FP201TO DRUM DRIP1/4" / 1'-0"DRY SPRINKLER1ST FLOOR0' - 0"1ST FLOOR0' - 0"2ND FLOOR12' - 6"2ND FLOOR12' - 6"6FP2011/2" / 1'-0"1/2" / 1'-0"CROSS MAIN110 South Albany StreetIthaca, New York 14850607.277.1118www.taitem.comThe Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:DATE:11/6/2019 11:24:25 AMC:\Users\Taitem\Documents\Vecino Ithaca Athaus MEPS Central 2019_Yossi.rvtDETAILSFP20118260FSIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK06/10/2019 1/4" = 1'-0"1FIRST FLOOR FIRE/DOMESTIC SERVICENo Scale3STRUCTURAL COORDINATION AT FIRE/DOMESTIC SERVICE 1/8" = 1'-0"2TYPICAL ABOVE CEILING CONCEALED SPRINKLER LAYOUT 1/4" = 1'-0"4DRUM DRIP DETAIL 1/2" = 1'-0"5DETAIL AT 2ND FLOOR CORRIDOR INTERSECTIONREV. DESCRIPTION DATE1 ADDENDUM #5 11/8/2019 1/8" = 1'-0"6EAST-WEST SPRINKLER AT PARKING 1/8" = 1'-0"7NORTH-SOUTH SPRINKLER AT PARKING 1/4" = 1'-0"8SPRINKLER BRANCH AT PARKING1 5" SPK4" SPK4" SPK1ST FLOOR NORTH CONTROL VALVE1ST FLOOR SOUTHWEST CONTROL VALVE2 HOSE VALVES FOR TESTINGROOF HOSE VALVEROOF HOSE VALVEFLOORS 2-5 CONTROL VALVESSTAIR 1 STANDPIPESTAIR 2 SPRINKLER/STANDPIPESTAIR 3 STANDPIPE3" SPKTO PARKING AREA DRY SYSTEMSECOND FLOORTHIRD FLOORFOURTH FLOORFIFTH FLOORRPZ-1FDC6" CW4" CW2" CW4" SPK4" SPK5" SPK6" SPK4" SPKDRY PIPE VALVE3" SPKDCVA-16" SPK3" CW110 South Albany StreetIthaca, New York 14850607.277.1118www.taitem.comThe Professional's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments, or other documents not exhibiting this seal shall not be considered prepared by the Professional, and this Professional expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.This drawing and the details on it are the sole property of the Professional and may be used for this specific project only. It shall not be loaned, copied, or reproduced in whole or in part, or for any other purpose or project without the written consent of the Professional.CONSULTANTSDRAWN BY:COPYRIGHT: © 2019 VECINO DESIGNPROJECT NUMBER:DATE:11/6/2019 11:24:40 AMC:\Users\Taitem\Documents\Vecino Ithaca Athaus MEPS Central 2019_Yossi.rvtSCHEMATICSFP50118260FSIthaca Arthaus130 CHERRY STREET, ITHACATOMPKINS COUNTY, NEW YORK06/10/2019No Scale1STANDPIPE RISERSNo Scale2SPRINKLER RISERSPRINKLERS NOT SHOWNREV. DESCRIPTION DATE1 ADDENDUM #5 11/8/20191