HomeMy WebLinkAboutUris Hall Elevator Drawings Indexed (1)TOWER RDURIS HALLEAST AVETHE STATLERDAY HALLIVES HALLCRANEArchitectural Resources505 Franklin StreetBuffalo, NY 14202716 883-5566716 883-5569 faxmail@archres.comProject Location303 West 13th StreetNew York, NY 10014A|rConsultantsClientProjectDrawing ListHAZARDOUS MATERIALSMECHANICAL / ELECTRICAL / PLUMBINGSTRUCTURAL Cornell University Uris HallElevator Modernization109 Tower RdIthaca, New York 14853Bid Documents12.01.2020564.15Cornell UniversityCornell University Uris Hall Elevator Modernization564.1512.01.2020Bid DocumentsIthaca, NY 14853NDelta Engineers, Architects,& Land Surveyors860 Hooper RoadEndwell, NY 13760607-231-6600Spring Line Design73 Troy RoadEast Greenbush, NY 12061518-487-4755518-670-0122 faxJade Stone Engineering444 Van Duzee StreetWatertown, NY 13601315-836-4062GeneralG-001 Cover SheetG-002 Abbreviations and LegendsG-003 Overall Floor PlansG-004 Overall Floor PlansDemolitionD-101 Enlarged Removal Floor PlansD-102 Enlarged Removal Roof PlanStructuralS-001 Notes, Loads, Legend, Enlarged Structural Plan and DetailsS-101 Enlarged Structural Plans and DetailsS-301 Structural Sections and DetailsS-302 Structural Sections and DetailsA-401 Enlarged Floor Plans and ElevationsA-402 Enlarged Roof Plan and DetailsA-403 Enlarged Penthouse Roof Plan, Sections, and ElevationsA-404 Sections and DetailsA-501 Elevator DetailsArchitecturalPlumbingP-001 General Notes and DetailsP-401 Enlarged Floor PlansMechanicalM-001 General Notes, Abbreviations and SymbolsMD101 Enlarged Removal Floor PlansM-401 Enlarged Floor PlansM-501 Details and SchedulesElectricalE-001 Legends, Abbreviations, and General NotesED-101 Enlarged Removal Floor PlansE-101 Partial Sub-Basement Floor PlanE-102 Partial Ground Floor PlanE-103 Partial Fourth Floor PlanE-401 Enlarged Roof PlanE-402 Enlarged Roof PlanE-501 SchedulesE-601 Electrical DetailsE-701 Partial Single Line Diagram and Riser DiagramSITEHazardous MaterialsAR-101 Asbestos Abatement Plan and NotesSITESite Plan
UPFESECTION MARKDETAIL MARKDRAWING NOTEDOOR TAGWALL TAGSECTION NUMBERSHEET NUMBERREFERENCE LABELDETAIL NUMBERSHEET NUMBERREFERENCE LABELNORTH ARROWMAGNETIC NORTHRoomname#### SFA1COLUMN GRID AND MARKROOM NAME, NUMBER AND SQUARE FEETREVISION CLOUD AND MARK1NameElevationELEVATION MARKA-201D2D1ELEVATION MARKELEVATION NUMBER(S)SHEET NUMBERNEW CONSTRUCTIONEXISTING CONSTRUCTIONDEMOLITION OR REMOVALS###1A-101SIM1A101SIM10122PROJECT NORTHDEMOLITION NOTED##TWO-HOUR FIRE RATING -NEW PENETRATIONS SHALL COMPLY WITH TWO-HOUR RATED CONSTRUCTION. NOTIFY ARCHITECT IMMEDIATELY OF EXISTING UNPROTECTED PENETRATIONS OR OPENINGS.CONCRETESTONEGWBRIGID INSULATIONSTEELALUMINUMMASONRY -CMUPLYWOODTILE (SECTION)WOODINSULATIONWOOD (CONTINUOUS)WOOD (DISCONTINUOUS)GENERAL WALL NOTES:A.GYPSUM WALL BOARD TO EXTEND TO UNDERSIDE OF DECK, UNO.B. WHERE FIRE SEALANT IS REQUIRED, PROVIDE CONTINUOUS INSTALLATION AT BOTH SIDES OF PARTITION, TOP AND BOTTOM WITH REQUIREDBACKING AND TO MATCH U.L. REQUIREMENTS. FOR NON RATED PARTITIONS PROVIDE ACOUSTICAL SEALANT.(2) LYR 5/8" GWB TYPE X EACH SIDE METAL STUD, 20 GA MIN @16" OCSA_CEILING RUNNER W/ DEFLECTION TRACK (TYP.)FIRE SEALANT (BOTH SIDES)ACOUSTIC BATT INSUL FULL WIDTH OF CAVITYUNDERSIDE OF DECK FLOOR RUNNERFIRE SEALANT (BOTH SIDES)BASE AS SCHEDULED (RE: FIN SCHEDULE)TOPPLANBASE(1) LYR GWB -MTL STUDS6 1/8" @ 3 5/8" STUDSA42 HR RATING -U.L. DESIGN U-419(WHERE INDICATED -REFER TO LIFE SAFETY PLANS)CA-BASE AS SCHEDULED (RE: FINISH SCHEDULE)CMUWALL ABOVE/ UNDERSIDE OF STRUCTURE2 HR RATING - U.L. DESIGN U-9067 5/8" @ 8" CMU TOPBASEGROUT CMU SOLID AS REQUIRED - REFER TO STRUCTURAL DRAWINGSCA8PARTITION TOP ANCHORS -24" O.C.SHAFT SIDE ROOM SIDEPROVIDE 345-BT FLEXIBLE TIE, OR EQUAL, AT EACH SIDE, EVERY THIRD COURSE5" EXPANSION ANCHORS @ 4'-0" O.C., 1'-0" MAX. @ EACH ENDMAX3"INTERIORSB-EXTERIOR MTL. STUD6" CFMFPANEL CLIP MECHANICALLY FASTENED TO STUD2 1/2" INSULATED METAL PANEL5/8" GYP. WALL BOARD SB610 1/4" @ 6" CFMF(2) LAYER 5/8" TYPE 'X' GWB METAL CH STUD, 20 GA MIN @24" OC MAXCEILING RUNNER W/ DEFLECTION TRACK (TYP.)FIRE SEALANTACOUSTIC BATT INSUL FULL WIDTH OF CAVITYUNDERSIDE OF DECK FLOOR RUNNERFIRE SEALANTTOPBASEHB-(1) LAYER GWB - MTL STUDS(1) LAYER 1" GYP BD LINERHB23 3/4" @ 2 1/2" CH STUD2 HR RATING - U.L. DESIGN U-415PLAN5/8" GYPSUM SHEATHINGEXTERIORAIR / WATER BARRIERR-13 MIN. BATT INSULATION FULL WIDTH OF CAVITYVAPOR RETARDERXXXXXXXXXXXXXXXFLOOR FINISHFLOOR FINISHWALL BASEGENERAL WALL FINISHWALL FINISH TO EXTENTSTHRESHOLD/TRANSITION, PROVIDE BASED ON TYPES INDICATED ON SHEET A-620EXISTING TO REMAINETRT#A. ALL DIMENSIONS ARE TO THE FINISHED FACE OF SURFACES UNLESS OTHERWISE NOTEDB. THE CONTRACTOR IS NOT TO SCALE DRAWINGS OR DETAILS. C. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE REQUIREMENTS OF LOCAL AUTHORITIESD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED CONSTRUCITON AREA, THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR STRUCTURAL OR REMOVAL TASKS.E. THE CONTRACTOR SHALL PERFORM ALL CUTTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE DRAWINGS.F. SEE ENVIRONMENTAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR ADDITIONAL SCOPE.G. ALL WORK PERFORMED AT THE ROOF LEVEL SHALL BE PERFORMED IN SUCH A WAY AS TO REMAIN WEATHERTIGHT DURING CONSTRUCTION. BUILDING ENVELOPE SHALL BE MADE WEATHERTIGHT BY TEMPORARY OR PERMANENT MEANS BY THE CLOSE OF THE DAY.H. ANY WORK BEING PERFORMED REQUIRING A SHUTDOWN OF ANY PORTION OF THE BUILDING OR ONE OF ITS SYSTEMS, I.E, STAIRWELLS, CORRIDORS, ELECTRICAL, MECHANICAL, FIRE ALARM, ETC, ARE TO BE COORDINATED WITH, AND APPROVED IN ADVANCE BY, THE FACILITY PRIOR TO BEING SHUT DOWN. ALL REQUESTS ARE TO BE IN WRITING AND ALLOW FOR ADEQUATE TIME FOR THE FACILITY TO REVIEW THE IMPACT AND DURATION ASSOCIATED WITH THE SHUTDOWNI. ALL STRUCTURAL STEEL FRAMING ASSOCIATED WITH THE PENTHOUSE SHALL BE PROVIDED WITH A TWO-HOUR RATING. INTUMESCENT FIREPROOFING MUST BE USED ON ALL EXTERIOR STEEL PIECES. USE OF CEMENTITIOUS SPRAY FIREPROOFING OR INTUMESCENT FIREPROOFING IS TO BE USED ON ALL STEEL INTERIOR TO THE PENTHOUSE TO PROVIDE REQUIRED RATING. MANY PIECES OF STEEL WILL REQUIRE INTUMESCENT FIREPROOFING DUE TO THE REQUIRED ERECTION SEQUENCE, FRAMING ADJACENCIES, OR EASE OF FIREPROOF INSTALLATION. INTUMESCENT FIREPROOFING MUST BE SHOP APPLIED WITH ANY REPAIRS MADE IN FIELD AFTER ERECTION. CEMENTITIOUS FIREPROOFING IS TO BE INSTALLED IN THE FIELD. THE CONTRACTOR, IN COORDINATION WITH FABRICATION AND ERECTION PROCEDURES, SHALL DETERMINE HOW FIREPROOFING IS TO BE ACHIEVED AND WHICH PIECES RECEIVE WHICH TYPE OF PROTECTION ENSURING OVERLAPS OF SYSTEMS TO PROVIDE CONTINUITY OF RATINGS AS APPLICABLEAPPLICABLE BUILDING CODE:UNIFORM FIRE PREVENTION AND BUILDING CODE• 2020 BUILDING CODE OF NEW YORK STATE• 2020 EXISTING BUILDING CODE OF NEW YORK STATE• 2020 ENERGY CONSERVATION CODE OF NEW YORK STATE• NFPA 70 NATIONAL ELECTRICAL CODE -2017• NFPA 72 NATIONAL FIRE ALARM AND SIGNALING CODE -2016• 2020 MECHANICAL CODE OF NEW YORK STATE• 2020 PLUMBING CODE OF NEW YORK STATE• ASME A17.1 ELEVATOR CODE -2016• ICC A117.1-2009 • ADA 2010• HOISTWAY VENTILATION -MAINTAIN IN COMPLIANCE WITH CODE IN AFFECT AT TIME OF CONSTRUCTIONUSE AND OCCUPANCY CLASSIFICATION:·B: BUSINESS (EDUCATIONAL OCCUPANCY ABOVE THE 12THGRADE)• CLASSIFICATION OF WORK:·ADDITION / ALTERATION LEVEL 2• TYPE OF CONSTRUCTION:·CONSTRUCTION TYPE: IB• FIRE RESISTANCE REQUIREMENTS FOR BUILDING ELEMENTS(TABLE 601, IBC 2015):·SPRINKLER PROTECTED: NFPA 13 -PARTIAL·PRIMARY STRUCTURE: 2 HOURS·EXTERIOR AND INTERIOR LOAD BEARING WALLS: 2 HOURS·INTERIOR NON-LOAD BEARING WALLS: 0 HOURS·FLOORS: 2 HOURS·ROOF: 1 HOURTEMPORARY EGRESSA. PRIOR TO START OF WORK AT THE FOURTH FLOOR EXIT STAIR B SLAB REMOVAL FOR ROOF ACCESS, TEMPORARY EGRESS SIGNAGE MUST BE PROVIDED AT THE FOURTH FLOOR TO DIRECT OCCUPANTS TOWARDS STAIR A AND STAIR C. TEMPORARY EGRESS PLAN TO BE COORDINATED AND APPROVED BY FACILITIES PRIOR TO IMPLEMENTATION.B.PRIOR TO THE COMMENCEMENT OF WORK IN FOURTH FLOOR EXIT STAIR, CONTRACTOR TO PROVIDE A TEMPORARY BARRICADE AND SIGNAGE AT THE THIRD FLOOR TO RESTRICT OCCUPANTS FROM ASCENDING THE STAIR TO THE FOURTH FLOOR AS WELL AS PROVIDE SIGNAGE DIRECTING OCCUPANTS TOWARDS STAIR A AND STAIR C.CORRIDOR400CASTAIRCDNDNELEVATORBELEVATORASTAIRBSTAIRACORRIDOR400CADN34667CORRIDOR300CASTAIRCUPDNUPDNELEVATORBELEVATORASTAIRBSTAIRACORRIDOR300CAUPDN21667CONTRACTOR TO PROVIDE 1-HOUR SPRAY APPLIED FIREPROOFING WHERE INDICATEDEXISTING 1 HOUR RATED CONCRETE SLABROOF COVERINGGYPSUM UNDERLAYMENTPOLYISOCYANURATE INSULATIONMETAL DECKSTRUCTURAL BEAMGYPSUM UNDERLAYMENTSPRAY APPLIED FIREPROOFINGTYPICAL ROOF ASSEMBLY1 HR RATING -U.L. DESIGN #P732RATED SEPARATION AT PENTHOUSE2 HR RATING4"The design concepts, construction drawings and details presented herein are the sole property of Architectural Resources, P.C. Any reproduction or other use of this information without the written consent of Architectural Resources, P.C. is expressly prohibited. All rights reserved. Copyright Architectural Resources, P.C.13451345ABCABCDD22Client No:Drawn by:Sheet No:A|r Job No:RevisionsSeal12/11/2020 4:27:30 PMC:\Users\cvail\Documents\564.15-A_R19_V3_cvail.rvtAbbreviations andLegendsG-002564.15LKBid Documents12.01.2020Cornell University Uris HallElevator Modernization109 Tower RdIthaca, New York 14853Spring Line Design73 Troy RoadEast Greenbush, NY 12061518-487-4755518-670-0122 faxJade Stone Engineering444 Van Duzee StreetWatertown, NY 13601315-836-4062Delta Engineers, Architects,& Land Surveyors860 Hooper RoadEndwell, NY 13760607-231-6600INInchINSUL Insulation or InsulatedINVInvertISOIsolationJANJanitors ClosetJTJointLALavatoryLAM LaminateLGLongMAX MaximumMCMechanical ContractorMDH Magnetic Door HolderMECH MechanicalMFGR ManufacturerMHManholeMINMinimumMIRMirrorMISC MiscellaneousMRMoisture ResistantMTLMetalNICNot In ContractNTSNot To ScaleOCOn CenterOHOverheadOPH Opposite HandP LAM Plastic LaminatePCPlumbing ContractorPLAS PlasterPLYWD PlywoodPOLY PolyethylenePRPairPRE-FAB PrefabricatedPTPressure TreatedPTDPaper Towel DispenserPVCPolyvinyl ChlorideRCPReinforced Concrete PipeRDRoof DrainRE:Refer ToREFRefrigeratorREINF ReinforcementRMRoomROBRun of BankSCSolid CoreSCHED ScheduleSFSquare FootSIMSimilarSNDSanitary Napkin DispenserSQSquareSSStainless SteelSTLSteelSTOR StorageSTRStructuralT>ongue & GrooveTELTelephoneTOTop OfTOG Top of GrateTOSTop of SteelTPDToilet Paper DispenserTYPTypicalUNO Unless Noted OtherwiseURNUrinalVBVapor BarrierVCTVinyl Composition TileVERT VerticalVESTVestibuleVIFVerify In FieldW/WithW/O WithoutWDWoodWHWater HeaterWRWaste ReceptacleWWF Welded Wire FabricAAC Asbestos Abatement ContractorACAir ConditioningACOUST AcousticalACTAcoustic Ceiling TileAFFAbove Finish FloorALTAlternateALUM AluminumAPAccess PanelAPPD ApprovedAPPROX ApproximateARCH ArchitecturalASPH AsphaltAVG AverageBDBoardBLKBlockBURBuilt-Up RoofCBCatch BasinCEM CementCERCeramicCIPCast Iron PipeCJControl JointCLOS ClosetCMP Corrugated Metal PipeCMT Ceramic Mosaic TileCMU Concrete Masonry UnitCOCleanoutCOL ColumnCONC ConcreteCONST ConstructionCONT ContinuousCORR CorridorCRSCoursesCTCeramic TileDFDrinking FountainDIADiameterDIPDuctile Iron PipeDRDoorDSDownspoutDWG DrawingEAEachECElectrical ContractorEFExhaust FanEIFSExterior Insulation & Finish SystemEJExpansion JointELEC ElectricalELEV ElevationEPDM Ethylene Propylene Diene MonomerEQEqualEQUIP EquipmentEWEach WayEXIST ExistingEXPExpansionEXTExteriorFACP Fire Alarm Control PanelFEFire ExtinguisherFECFire Extinguisher and CabinetFEGFrom Existing GradeFIN FLR Finish FloorFRPFiberglass Reinforced PolyesterFTFootFTGFootingGAGaugeGBGrab BarGCGeneral ContractorGFBGround Face BlockGFIGround Fault InterrupterGWB Gypsum Wall BoardHCHandicapped AccessibleHMHollow MetalHORIZ HorizontalHRHourHVAC Heating Ventilation & Air ConditioningHWHot WaterIMInsulated MetalDrawings LegendArchitectural SymbolsWall TypesFinish Plan LegendGeneral NotesAbbreviationsCode CompliancePenthouse Roof Partial PlanFourth Floor Partial PlanThird Floor Partial PlanDrawing Notes1 CONTRACTOR TO RESTRICT ACCESS TO THE ASCENDING SIDE OF THE STAIRWELLFROM THE THIRD FLOOR IN COORDINATION WITH CORNELL AS REQUIRED FORTHE PERFORMANCE OF CONTRACT WORK. PROVIDE SIGNAGE INDICATING THECLOSURE OF STAIR B FOR ACCESS TO THE 4TH FLOOR. SIGNAGE SHALL REFLECTA FLOOR PLAN, SHOWING CURRENT LOCATION AND PATHS OF TRAVEL TODIRECT OCCUPANTS TO THE LOCATION OF THE OTHER TWO STAIRWELLS2 PROVIDE TEMPORARY BARRICADE WITH SIGNAGE PREVENTING ACCESS TO THEASCENDING STAIRWELL TO THE FOURTH FLOOR. STAIR CLOSURE TO BECOORDINATED WITH CORNELL3 CONTRACTOR TO CLOSE STAIRWELL IN COORDINATION WITH CORNELL ASREQUIRED FOR THE PERFORMANCE OF THE CONTRACT WORK. PROVIDESIGNAGE INDICATING STAIR B IS CLOSED. SIGNAGE SHALL REFLECT A FLOORPLAN, SHOWING CURRENT LOCATION AND PATHS OF TRAVEL TO DIRECTOCCUPANTS TO THE LOCATION OF THE OTHER TWO STAIRWELLS4 PROVIDE CEMENTITIOUS FIREPROOFING TO CREATE 2-HOUR SEPARATIONBETWEEN THE ELEVATOR MACHINE ROOM AND 4TH FLOOR6 CONTRACTOR TO PERFORM ISOLATED REPAIRS TO CEMENTITIOUSFIREPROOFING, CMU AND CONCRETE WITHIN THE SHAFT AT VARIOUSELEVATIONS. CONTRACTOR TO COORDINATE WITH ELEVATOR CONTRACTORFOR CARTOP ACCESS FOR THE EXECUTION OF REPAIR WORK. CONTRACTORTO ASSUME 25 AREAS AT 1SF FOR FIREPROOFING, 10SF FOR CMU REPAIR AND 2LOCATIONS OF 1SF OF CONCRETE REPAIR7 THE TEMPORARY CLOSURE OF STAIR “A” WILL BE REQUIRED TO INFILL ROOF ATHATCH REMOVAL. CONTRACTOR TO SEQUENCE THIS WORK FIRST TO AVOIDCLOSURE OF MORE THAN ONE STAIR AT ONE TIME. SIGNAGE SHALL REFLECT AFLOOR PLAN, SHOWING CURRENT LOCATION AND PATHS OF TRAVEL TODIRECT OCCUPANTS TO THE LOCATION OF THE OTHER TWO STAIRWELLSHorizontal AssembliesNo. Description Date###
UP
UP
UP
ELEVATOR
A
ELEVATOR
B
ELEVATOR
MACHINE
ROOM
2B00UG
CORRIDOR
2B00CA
ELEVATOR
C
(N.I.C.)
STAIR
D
2B00UF
2B00UA
2B00CB
ELECTRICAL
SWITCH
GEAR
ROOM
2B00UC
2B00UE
2B00UD
2B00UB
UNEXCAVATEDUNEXCAVATED
D-101
A3
A-401
B3
CORRIDOR
B00CA
AUDITORIUM
B00UE
STAIR
E
STAIR
D
DN
CORRIDOR
B00CC
CORRIDOR
B00CB
CORRIDOR
B00CJ
CORRIDOR
B00CH
CORRIDOR
B00CG
CORRIDOR
B00CD
STAIR
B STAIR
A
ELEVATOR
B
ELEVATOR
A
UP
ELEVATOR
C
(N.I.C.)
D-101
C3
A-401
C3
UP UP
CORRIDOR
G00CK
LOBBY
G00L
CORRIDOR
G00CC
STAIR
E
CORRIDOR
G00CD
CORRIDOR
G00CB
STAIR
D
CORRIDOR
G00CJ
CORRIDOR
G00CG
DN
DN
CORRIDOR
G00CA
DN UP UP DN
ELEVATOR
B
ELEVATOR
A
STAIR
B
STAIR
A
ELEVATOR
C
(N.I.C.)
D-101
A2
A-401
B2
CORRIDOR
100CA
LOBBY
100L
CORRIDOR
100CB
CORRIDOR
100CC
STAIR
C
CORRIDOR
100CD
DN UP UP DN
UP
ELEVATOR
B
ELEVATOR
A
STAIR
B
STAIR
A
A-401
C2
D-101
C2
N
The design concepts, construction drawings and details presented herein are the sole property of Architectural Resources, P.C. Any reproduction or other use of this information without the written consent of Architectural Resources, P.C. is expressly prohibited. All rights reserved. Copyright Architectural Resources, P.C.1 3 4 5
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B
C
A
B
C
D D
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Drawn by:
Sheet No:
A|r Job No:
Revisions
Seal
12/10/2020 10:54:55 AMC:\Users\lkiblin\Documents\564.15-A_R19_V3_lkiblin.rvtOverall Floor Plans
G-003
564.15
CMV
Bid Documents
12.01.2020Cornell University Uris HallElevator Modernization109 Tower RdIthaca, New York 14853Spring Line Design
73 Troy Road
East Greenbush, NY 12061
518-487-4755
518-670-0122 fax
Jade Stone Engineering
444 Van Duzee Street
Watertown, NY 13601
315-836-4062
Delta Engineers, Architects,
& Land Surveyors
860 Hooper Road
Endwell, NY 13760
607-231-6600
1" = 20'-0"A3 Sub-Basement Plan
1" = 20'-0"C3 Basement Plan
1" = 20'-0"A1 Ground Floor Plan
1" = 20'-0"C1 First Floor Plan
No. Description Date
UP
FESTAIR
C
UP
DN
DN UP UP DN
ELEVATOR
B
ELEVATOR
A
STAIR
B
STAIR
A
CORRIDOR
200CC
CORRIDOR
200CB
CORRIDOR
200CE
CORRIDOR
200CF
CORRIDOR
200CA
CORRIDOR
200CA
LINE OF BUILDING BASE BELOW
D-101
A1
A-401
B1
CORRIDOR
300CA
CORRIDOR
300CB
CORRIDOR
300CC
CORRIDOR
300CD
STAIR
C
UP
DN
UP DN
ELEVATOR
B
ELEVATOR
A
STAIR
B
STAIR
A
CORRIDOR
300CA
LINE OF BUILDING BASE BELOW
UPDN
D-101
A1
A-401
B1
CORRIDOR
400CA
CORRIDOR
400CB
CORRIDOR
400CC
CORRIDOR
400CD
STAIR
C
DN
DN
ELEVATOR
B
ELEVATOR
A
STAIR
B
STAIR
A
CORRIDOR
400CA
LINE OF BUILDING BASE BELOW
DN
D-101
C1
A-401
C1
5
LINE OF PARAPET
LINE OF BUILDING BASE BELOW
D-102
A2
A-402
A2
N
The design concepts, construction drawings and details presented herein are the sole property of Architectural Resources, P.C. Any reproduction or other use of this information without the written consent of Architectural Resources, P.C. is expressly prohibited. All rights reserved. Copyright Architectural Resources, P.C.1 3 4 5
1 3 4 5
A
B
C
A
B
C
D D
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Client No:
Drawn by:
Sheet No:
A|r Job No:
Revisions
Seal
12/10/2020 10:55:00 AMC:\Users\lkiblin\Documents\564.15-A_R19_V3_lkiblin.rvtOverall Floor Plans
G-004
564.15
CMV
Bid Documents
12.01.2020Cornell University Uris HallElevator Modernization109 Tower RdIthaca, New York 14853Spring Line Design
73 Troy Road
East Greenbush, NY 12061
518-487-4755
518-670-0122 fax
Jade Stone Engineering
444 Van Duzee Street
Watertown, NY 13601
315-836-4062
Delta Engineers, Architects,
& Land Surveyors
860 Hooper Road
Endwell, NY 13760
607-231-6600
1" = 20'-0"A3 Second Floor Plan
1" = 20'-0"C3 Third Floor Plan
1" = 20'-0"A2 Fourth Floor Plan
1" = 20'-0"C2 Penthouse Plan
Drawing Notes
5 CONTRACTOR TO REMOVE AND REINSTALL CEILING TILE AND GRID
AS NECESSARY FOR THE PERFORMANCE OF SCHEDULED WORK.
COORDINATE WITH OTHER TRADES FOR EXTENT OF CEILING WORK
No. Description Date
###
ELEVATOR
A
ELEVATOR
B
UP
ELEVATOR
MACHINE
ROOM
2B00UG
D12
D12
D01
D15
D16
ELEVATOR
A
ELEVATOR
BSTAIR
B
UP
DN
CORRIDOR
B00CA
ELEVATOR
MACHINE
ROOM
2B00UG
D07
D12
D12
D13D14
D13
ELEVATOR
A
ELEVATOR
BSTAIR
B
UP
CORRIDOR
G00CA
D12
D12
ELEVATOR
A
ELEVATOR
B
STAIR
B
UP
CORRIDOR
100CA
D12
D12
D18
D18
ELEVATOR
A
ELEVATOR
B
STAIR
B
UP
CORRIDOR
200CA
D12
D12
D02D02
DN
STAIR
B
ELEVATOR
B
ELEVATOR
A
CORRIDOR
400CA
D12
D12
D20
D19D19
D23
A. CONTRACTOR SHALL COORDINATE DEMOLITION WORK AND THE WORK OF
EACH TRADE. CONTRACTOR SHALL COORDINATE THEIR DEMOLITION WORK
WITH WORK HANDLED BY OWNER'S SEPARATE CONTRACTORS, IF ANY.
B. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING STRUCTURAL INTEGRITY
OF EXISTING CONSTRUCTION WHILE PERFORMING WORK SPECIFIED UNDER THIS
CONTRACT.
C. CONTRACTOR TO PATCH AND REPAIR REMAINING WALLS, FLOORS, SILLS,
SOFFITS, CEILINGS AND OTHER MISCELLANEOUS ITEMS TO MATCH ADJACENT
SURFACES WHERE EXISTING CONSTRUCTION IS AFFECTED BY DEMOLITION OF
ADJACENT WORK AND INSTALLATION AND REMOVAL OF TEMPORARY
CONSTRUCTION.
D. CONTRACTOR TO PROVIDE CUTTING AND PATCHING OF EXISTING WALLS,
CEILINGS AND FLOORS TO FACILITATE DEMOLITION AND / OR INSTALLATION OF
WORK AS REQUIRED PER DRAWINGS AND SPECIFICATIONS.
E. DEMOLITION DEBRIS SHALL BECOME PROPERTY OF THE CONTRACTOR UNLESS
SPECIFICALLY NOTED TO BE SALVAGED, WHEREIN IT REMAINS THE PROPERTY OF
THE OWNER. THE OWNER RESERVES THE RIGHT TO REQUEST ITEMS TO BE
SALVAGED AT ANY TIME DURING THE WORK OF THIS PROJECT. DEBRIS SHALL BE
DISPOSED OF IN A LEGAL MANNER.
F. CONTRACTOR SHALL NOTIFY THE OWNER'S DESIGNATED REPRESENTATIVE
IMMEDIATELY OF ANY ENCOUNTER WITH SUSPECT HAZARDOUS MATERIALS.
G. BUILDING WILL BE OCCUPIED BY OWNER DURING CONSTRUCTION. EXISTING
EXITING / EGRESS CAPACITY SHALL BE MAINTAINED.
H. PROVIDE FULL HEIGHT TEMPORARY PARTITIONS AT EACH ELEVATOR ENTRANCE
FOR THE PERFORMANCE OF WORK AT EACH LANDING. PROVIDE ACCESS
DOORS AS REQUIRED FOR ACCESS TO THE HOISTWAY DURING CONSTRUCTION.
REFER TO TEMPORARY METAL STUD PARTITION DETAILS ON D-101.
1/2" FIRE TREATED PLYWOOD -
PAINT FLAT WHITE
PROVIDE 3M DOUBLE SIDED
URETHANE FOAM TAPE 4318 OR
EQUAL TO SECURE STEEL TRACK
3 5/8" MTL STUDS @16" O.C.
LANDING SIDE
SHIPS LADDER SIDE
FLOOR ELEVATION
CEILING ELEVATION
VARIES - V.I.F.
DOUBLE SIDED FOAM TAPE
SOUND ATTENUATION BATT
1/2" FIRE TREATED PLYWOOD -
PAINT FLAT WHITE ON LOBBY SIDE
LANDING SIDE
3 5/8" MTL STUDS @16" O.C.
SHIPS LADDER
SIDE
N
The design concepts, construction drawings and details presented herein are the sole property of Architectural Resources, P.C. Any reproduction or other use of this information without the written consent of Architectural Resources, P.C. is expressly prohibited. All rights reserved. Copyright Architectural Resources, P.C.1 3 4 5
1 3 4 5
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Client No:
Drawn by:
Sheet No:
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Revisions
Seal
12/10/2020 10:54:40 AMC:\Users\lkiblin\Documents\564.15-A_R19_V3_lkiblin.rvtEnlarged Removal
Floor Plans
D-101
564.15
LK
Bid Documents
12.01.2020Cornell University Uris HallElevator Modernization109 Tower RdIthaca, New York 14853Spring Line Design
73 Troy Road
East Greenbush, NY 12061
518-487-4755
518-670-0122 fax
Jade Stone Engineering
444 Van Duzee Street
Watertown, NY 13601
315-836-4062
Delta Engineers, Architects,
& Land Surveyors
860 Hooper Road
Endwell, NY 13760
607-231-6600
1/4" = 1'-0"A3 Enlarged Sub-Basement Demo Plan
1/4" = 1'-0"C3 Enlarged Basement Demo Plan
1/4" = 1'-0"A2 Enlarged Ground Floor Demo Plan
1/4" = 1'-0"C2 Enlarged First Floor Demo Plan
1/4" = 1'-0"A1 Enlarged Typical Floor Demo Plan (2nd - 3rd)
1/4" = 1'-0"C1 Enlarged Fourth Floor Demo Plan
General Removal Notes
###Drawing Notes
D01 REMOVE EXISTING HYDRAULIC ELEVATOR EQUIPMENT INCLUDING,
BUT NOT LIMITED TO, ELEVATOR CONTROL SYSTEM, HYDRAULIC
PIPING, POWER UNIT WITH ALL ASSOCIATED EQUIPMENT,
ELECTRICAL CONDUITS, WIRE-WAYS, AND CONTROL WIRING – NOT
ALL EQUIPMENT/DEVICES SHOWN – COORDINATE REMOVAL WORK
WITH OTHER TRADES
D02 PROVIDE TEMPORARY PARTITIONS WITH SIGNAGE PREVENTING
ACCESS TO THE ASCENDING STAIRWELL TO THE FOURTH FLOOR.
STAIR CLOSURE TO BE COORDINATED WITH CORNELL
D07 REMOVE EXISTING FLOORING AND BASE – REFER TO ASBESTOS
ABATEMENT PLAN AND NOTES FOR COORDINATION OF SCOPE. PRE
FOR NEW FLOORING INSTALLATION.
D12 REMOVE EXISTING HYDRAULIC ELEVATOR EQUIPMENT INCLUDING,
BUT NOT LIMITED TO, CYLINDER ASSEMBLY, PIT STEEL AND SUPPORTS,
GUIDE RAILS, HOISTWAY ENTRANCE DOORS AND DOOR
HARDWARE, ELEVATOR CAR, AND ELEVATOR FIXTURES – NOT ALL
EQUIPMENT SHOWN – COORDINATE REMOVAL WORK WITH OTHER
TRADES
D13 EXISTING ELEVATOR SILL TO REMAIN UNLESS NOTED OTHERWISE
D14 EXISTING HOISTWAY SEPARATION BEAM TO REMAIN - TYPICAL EACH
FLOOR
D15 REMOVE CONCRETE DOWN TO EXPOSE STEEL BEAM AS REQUIRED
FOR THE INSTALLATION OF GUIDE RAIL BRACKETS, TYPICAL AT EACH
SIDE OF BEAM
D16 REMOVE EXISTING DOOR, FRAME, AND ASSOCIATED HARDWARE IN
THEIR ENTIRETY
D18 REMOVE EXISTING ELEVATOR SILL
D19 CONCRETE DECK ABOVE TO BE REMOVED TO EXTENT REQUIRED FOR
NEW SMOKE VENT SHAFT - REFER TO ROOF DEMO PLAN -
COORDINATE WITH NEW CONSTRUCTION
D20 EXISTING ROOF HATCH ABOVE TO BE REMOVED - REFER TO ROOF
DEMO PLAN
D23 REMOVE AND RECONFIGURE EXISTING GUARD AS REQUIRED FOR
THE INSTALLATION OF SHIPS LADDER - PROVIDE ALL POSTS, RAILS,
ETC. TO TIE IN TO WIRE MESH ENCLOSURE
1 1/2" = 1'-0"A4 Temporary Metal Stud Partition Plan
1 1/2" = 1'-0"B4 Temporary Metal Stud Partition Section
No. Description Date
E
F
G
H
J
K
678910111213
D05
D05
D04
D09
D21
D06
D06
D11D11
D11
D11
D06
D05
D06
D04
D11
D11
D06
D08D08D08
D11
D22
D05
D06
UP
ELEVATOR
PIT
A
ELEVATOR
PIT
B
ELEVATOR
MACHINE
ROOM
2B00UG
108
514514
514514
515
515
504
504
518
121
CA8
519
519
137
P3
CORRIDOR
B00CA
STAIR
B
ELEVATOR
B
ELEVATOR
A
UP
DN
A-401A4
ELEVATOR
MACHINE
ROOM
2B00UG
P1
515
515
521
522
521
522
510
511
109
LF1
RB1
TR1
TR1
TR1
513
510
511
513
ETR
ETR
138
138
CORRIDOR
G00CA
STAIR
B
ELEVATOR
B
ELEVATOR
A
UP
A-401A3
P1
521
522
521
522
514
514
109
ETR
ETR
138
138
CORRIDOR
100CA
STAIR
B
ELEVATOR
B
ELEVATOR
A
UP
A-401A2
P1
520
523
520
523
109
ETR
ETR
517
517
138
138
CORRIDOR
200CA
STAIR
B
ELEVATOR
B
ELEVATOR
A
UP
A-401A1
P1
521
522
521
522
109
ETR
ETR
2
138
138
CORRIDOR
400CA
STAIR
B
ELEVATOR
B
ELEVATOR
A
DN
A-401A1
P1
521
522
521
522
CONTINUE PAINT
TO END OF WALL
109
ETR
ETR
128
127
134 4
A-404 C4
D4 138
1382' - 0"2" MAX.
139
139
V.I.F.8' - 5"10 1/4"522522
526526526526524
529529
521521
525525
300 301
303
300300300
ELEVATOR A ELEVATOR BV.I.F.8' - 11 3/4"522522
526526526526524
525525
521521 303
302302302
ELEVATOR A ELEVATOR BV.I.F.9' - 5 1/2"524
525525
520520
523 523
526526
527527
526526
527527
531
302302
304
302
ELEVATOR A ELEVATOR BV.I.F.8' - 6"522523
526526526526524
528528
525525
521521
302
303
4TH FLOOR ONLY
302302
302
ELEVATOR A ELEVATOR B 2' - 0"2' - 0"
REMOVABLE STAINLESS STEEL GRATE - B.O.D. GW-100,
19W-4 304 SERRATED
1 1/4" x 1 1/4" x 1/4" PERIMETER ANGLE WELDED TO
SUMP ENCLOSURE
1/4" WELDED STAINLESS STEEL PLATE SUMP ENCLOSURE
1 1/2" STAINLESS STEEL THREADED HEX HEAD PLUG AND BUNG
3/8" STAINLESS STEEL DIAMOND PLATE FLANGE WELDED TO
SUMP ENCLOSURE - SAWCUT AND REMOVE SLAB AS
REQUIRED FOR FLUSH INSTALLATION
GREASE NIPPLES - TYPICAL
3/8" STAINLESS STEEL DIAMOND
PLATE FLANGE WELDED TO SUMP
ENCLOSURE
SLEEVE ANCHOR
REMOVABLE STAINLESS STEEL
GRATE NOT SHOWN IN ENTIRETY
FOR CLARITY
PROVIDE (3) THREE GREASE NIPPLES EACH SIDE - TYPICAL -
FOR POLYURETHANE INJECTION AS REQUIRED
EXISTING PIT WALL
TYP.
4"
3/8" x 3-1/2" POWER-BOLT SLEEVE ANCHOR, 304SS, HEX
HEAD - B.O.D. DEWALT ENGINEERED BY POWERS 05914TYPICAL3' - 0"ALLOW FOR 2" MAX. VOID SPACE AROUND SUMP ENCLOSURE
4" 6" TYP.
SAWCUT EXISTING CONCRETE SLAB AS REQUIRED FOR
INSTALLATION OF SUMP PIT
MIN.
1"
NOTES:
1. DEWATERING SHALL BE PROVIDED AS REQUIRED UNTIL COMPLETION OF SUMP INSTALLATION.
2. TEMPORARY SHORING TO BE PROVIDED FOR EXCAVATIONS AS REQUIRED FOR SOFTER BASE MATERIAL.
3. FOOTERS ENCOUNTERED DURING EXCAVATION ARE TO BE EXCAVATED AS REQUIRED FOR SUMP BASIN. IF REBAR IS
FOUND, NOTIFY ARCHITECT.
3" 9" 9" 3"4"CONTRACTOR TO PROVIDE AND INSTALL SIKAQUICK
CONCRETE RESURFACER OR EQUAL TO PREPARE SURFACE
FOR SUMP FLANGE INSTALLATION.
PIT FOUNDATION
6" V.I.F.
N
The design concepts, construction drawings and details presented herein are the sole property of Architectural Resources, P.C. Any reproduction or other use of this information without the written consent of Architectural Resources, P.C. is expressly prohibited. All rights reserved. Copyright Architectural Resources, P.C.1 3 4 5
1 3 4 5
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B
C
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B
C
D D
2
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Drawn by:
Sheet No:
A|r Job No:
Revisions
Seal
12/10/2020 10:54:18 AMC:\Users\lkiblin\Documents\564.15-A_R19_V3_lkiblin.rvtEnlarged Floor Plans
and Elevations
A-401
564.15
CMV
Bid Documents
12.01.2020Cornell University Uris HallElevator Modernization109 Tower RdIthaca, New York 14853Spring Line Design
73 Troy Road
East Greenbush, NY 12061
518-487-4755
518-670-0122 fax
Jade Stone Engineering
444 Van Duzee Street
Watertown, NY 13601
315-836-4062
Delta Engineers, Architects,
& Land Surveyors
860 Hooper Road
Endwell, NY 13760
607-231-6600
1/4" = 1'-0"B3 Enlarged Sub-Basement Plan
1/4" = 1'-0"C3 Enlarged Basement Plan
1/4" = 1'-0"B2 Enlarged Ground Floor Plan
1/4" = 1'-0"C2 Enlarged First Floor Plan
1/4" = 1'-0"B1 Enlarged Typical Floor Plan (2nd - 3rd)
###
1/4" = 1'-0"C1 Enlarged Fourth Floor Plan
1/4" = 1'-0"A4 Basement Elevation
1/4" = 1'-0"A3 Ground Floor Elevation
1/4" = 1'-0"A2 First Floor Elevation
1/4" = 1'-0"A1 Typical Floor Elevation (2nd - 4th)
Drawing Notes
2 PROVIDE TEMPORARY BARRICADE WITH SIGNAGE PREVENTING ACCESS TO
THE ASCENDING STAIRWELL TO THE FOURTH FLOOR. STAIR CLOSURE TO BE
COORDINATED WITH CORNELL
4 PROVIDE CEMENTITIOUS FIREPROOFING TO CREATE 2-HOUR SEPARATION
BETWEEN THE ELEVATOR MACHINE ROOM AND 4TH FLOOR
108 INFILL CMU WALL
109 PATCH AND PAINT WALL TO EXTENT SHOWN FOLLOWING INSTALLATION OF
NEW ELEVATOR EQUIPMENT
121 INFILL EXISTING ELEVATOR SUMP PIT - INFILL TO BE FLUSH WITH EXISTING
ELEVATOR PIT FLOOR
127 INFILLED CONCRETE DECK ABOVE - REFER TO ROOF PLAN
128 NEW SMOKE SHAFT ABOVE - REFER TO ROOF PLAN
134 NEW FULL HEIGHT WIRE MESH PARTITION AND GATE - SHOP DRAWINGS TO
REFLECT RECONFIGURATION OF EXISTING GUARD. REFER TO C1/D-101
137 PROVIDE REMOVALS AND CONCRETE REPAIR AT CENTER OF CONCRETE
ENCASED BEAM AFTER INSTALLATION OF THE GUIDE RAIL BRACKET, TYPICAL AT
EACH SIDE OF BEAM – APPROXIMATELY 1SF EACH. CONCRETE TO BE PATCHED
WITH SIKA-TOP 123 OR APPROVED EQUAL
138 PROVIDE CEMENTITIOUS FIREPROOFING REPAIR AT AREAS WITHIN SHAFT
WHERE STEEL BEAM AT FLOOR LEVEL IS EXPOSED OR HAS BEEN EXPOSED DUE
TO PERFORMED WORK – APPROXIMATELY 50 AREAS AT 1SF EACH
139 PROVIDE MORTAR INFILL AND GENERAL CMU REPAIR AS REQUIRED WHERE
MISSING AT BEAM INSTALLATION – APPROXIMATELY 10SF
300 PRIME & PAINT CMU WALL P1 - REFER TO FINISH SCHEDULE
301 REMOVE ACCESS PANEL AND INFILL CMU WALL
302 PRIME, PATCH AND PAINT PLASTER WALL P1 - REFER TO FINISH SCHEDULE
303 EXISTING RUBBER BASE TO REMAIN
304 EXISTING WOOD & TERRAZZO BASE TO REMAIN
504 PROVIDE GOVERNOR AND TENSION SHEAVE ASSEMBLY
510 PROVIDE ELEVATOR CAR, PLATFORM, AND FRAME - REFER TO SHEET A-501 FOR
CAR INTERIOR DETAIL
511 PROVIDE CAR TOP GUARD RAIL
513 PROVIDE TRAVELING CABLE
514 PROVIDE CAR AND COUNTERWEIGHT GUIDE RAILS, BUFFERS, AND SUPPORTS
515 PROVIDE RETRACTABLE PIT LADDER AS SPECIFIED
517 PROVIDE ELEVATOR SILL AT THE DESIGNATED LANDING
518 PROVIDE STAINLESS STEEL PREFABRICATED SUMP PIT AND GRATE – SUMP PUMP
TO BE PROVIDED BY PLUMBING CONTRACTOR – REFER TO SHEET A-401 FOR
SUMP PIT DETAIL
519 INFILL HYDRAULIC CYLINDER BORE-HOLE WITH SAND TO 12” FROM TOP OF PIT
SLAB - SCARIFY EDGES OF SLAB AND PREP FOR CONCRETE – INFILL REMAINING
BORE-HOLE WITH CONCRETE FLUSH TO PIT SLAB FLOOR
520 EXISTING HOISTWAY ENTRANCE FRAMES TO BE WRAPPED - PROVIDE TRANSOM
521 EXISTING HOISTWAY ENTRANCE FRAMES AND TRANSOM TO REMAIN - PAINT P2
TO MATCH EXISTING
522 PROVIDE HOISTWAY DOOR PANELS, HARDWARE, AND ASSOCIATED
EQUIPMENT - PAINT HOISTWAY DOOR PANELS P2 TO MATCH EXISTING
ENTRANCE FRAMES AND TRANSOM - TYPICAL
523 PROVIDE HOISTWAY DOOR PANELS, HARDWARE, AND ASSOCIATED
EQUIPMENT - TYPICAL
524 PROVIDE HALL CALL FIXTURE - REFER TO SHEET A-501 FOR HALL CALL FIXTURE
525 PROVIDE HALL POSITION INDICATOR FIXTURE - REFER TO SHEET A-501 FOR HALL
POSITION INDICATOR FIXTURE
526 PROVIDE BRAILLE SIGNAGE – TYPICAL EACH SIDE OF JAMB AT EACH
ENTRANCE
527 PROVIDE ELEVATOR IDENTIFICATION SIGNAGE AT DESIGNATED LEVEL
528 PROVIDE HOISTWAY ACCESS FIXTURE - REFER TO SHEET A-501 FOR HOISTWAY
ACCESS FIXTURE
529 PROVIDE HOISTWAY ACCESS FIXTURE WITH RETRACTABLE LADDER KEYSWITCH -
REFER TO SHEET A-501 FOR HOISTWAY ACCESS FIXTURE
531 PROVIDE MASTER COMMUNICATION STATION AS SPECIFIED
No. Description Date
1" = 1'-0"B4 Sump Pit Detail
UP
FEE
F
G
H
J
K
678910111213
A2
A-404
A3
A-404
A1
A-403
LINE OF
HOISTWAY
BELOW
501
503
502
541541
502
503
A-403
D2
110
111
113
116
116
114
114
114
114
114
113
113 113
R01
A-404
D2 SIM
113
113
A-403 D3
D1
A-403
114
113
504
A-403
A-403C3
A-403
B3
A3
501
504
A4
A-404
123
SB4
HB2HB2HB2SB6
SB6
SB6
SB6
133A-402
A1
129
129 129
PENTHOUSE
500
A-404
D1
118
8' - 6" TYP.TYP117
112
C1
A-403
R02
TYP107
18" MIN.
886' - 0"
889' 7 5/16"
886' - 11 1/2"
886' - 11 1/2"
889' 7 5/16"
140
506
P1
P1
A. REFER TO SHEET G-002 FOR GENERAL NOTES.
B. ALL ROOF MOUNTED ITEMS (I.E. EXPANSION JOINTS, PIPES, DUCTS, CURBS,
LIGHTING, RODS, EQUIPMENT SUPPORTS, ETC.) TO BE FLASHED WATERTIGHT PER
SMACNA, NRCA & WRITTEN ROOFING MANUFACTURER'S RECOMMENDATION
TO SUIT JOB CONDITION.
C. COORDINATE SIZE, QUANTITY AND LOCATIONS OF PENETRATIONS WITH ALL
TRADES.
D. FLASH ALL EDGE CONDITIONS WATER TIGHT PER MANUFACTURER'S
SPECIFICATIONS. ROOFING WORK SHALL INCLUDE ALL FLASHING, COUNTER
FLASHING, COPING/CAP FLASHING & DRAINS.
E. THE ROOF SHALL BE SLOPED, AS MEASURED FROM ANY POINT ON THE ROOF,
TOWARD THE ROOF DRAINS AT A MINIMUM 1/4" PER FT.
F. PROVIDE ANGLE FRAMING @ ROOF OPENINGS.
G. THERE IS AN EXISTING ROOF WARRANTY IN EFFECT. ALL WORK PERFORMED SHALL
MAINTAIN EXISTING WARRANTY.
H. CONTRACTOR TO COORDINATE WITH THE WORK OF ALL TRADES FOR PROPER
SEQUENCING OF WORK.
I. ROOF SHALL REMAIN WEATHERTIGHT DURING CONSTRUCTION. ROOF SYSTEM
SHALL ONLY BE REMOVED TO THE EXTENT REQUIRED FOR WORK BEING
PERFORMANED AND CAN BE MADE WEATHERTIGHT EACH DAY.
J. ROOF LEGEND HATCHED AREAS ARE SCHEMATIC AND MAY NOT REPRESENT
ACTUAL EXTENT OF INFILL REQUIRED FOR THE PERFORMANCE OF SCHEDULED
WORK.
HM DOOR FRAME
REFER TO PLAN
FOR WALL TYPE
CONT. BUTYL SEALANT
MALE HEADER EXTRUSION
CONT. URETHANE SEALANT
2 1/2" INSULATED METAL WALL PANEL
FEMALE HEADER EXTRUSION
DOOR PER SCHEDULE
EQ EQ
BOX BEAM HEADER
THERMAL INSULATION
AIR / WATER BARRIER
VAPOR RETARDER
5/8" GYPSUM
WALL BOARD
HM DOOR FRAME
REFER TO PLAN FOR WALL TYPE
MALE JAMB EXTRUSION
CONT. BUTYL SEALANT
CONT. URETHANE SEALANT
2 1/2" INSULATED METAL WALL PANEL
METAL STUD FRAMING
FEMALE JAMB EXTRUSIONEQ EQ
THERMAL INSULATION
VAPOR RETARDER
JAMB ANCHORS, 3 EACH SIDE, TYP.
AIR / WATER BARRIER
Basis of Design Finish and Material Specifications
033543 POLISHED CONCRETE FINISHING
SC1:SEALED CONCRETE
MANUFACTURER: SCOFIELD
STYLE:CURESEAL 100 PLUS
096513 RESILIENT BASE
WB9:RESILIENT BASE;
JOHNSONITE
STYLE: MATCH EXISTING ADJACENT
COLOR:MATCH EXISTING ADJACENT
LENGTH: CONTINUOUS ROLL
NOTE:
099123 INTERIOR PAINTING
P1:INTERIOR PAINT
SHERWIN WILLIAMS
STYLE:REFER TO SPECIFICATIONS
COLOR:MATCH EXISTING ADJACENT
FINISH:EGG-SHELL
NOTE:GYPSUM BOARD WALLS, UNO
P2:INTERIOR PAINT
SHERWIN WILLIAMS
STYLE:REFER TO SPECIFICATIONS
COLOR:MATCH EXISTING
FINISH:SEMI-GLOSS
NOTE:ELEVATOR FRAMES & TRANSOM
P3:INTERIOR PAINT
SHERWIN WILLIAMS
STYLE:REFER TO SPECIFICATIONS
COLOR:MATCH EXISTING UPPER LEVEL
FINISH:EGG-SHELL
NOTE:SUB-BASEMENT WALL INFILL
P4:INTERIOR PAINT
SHERWIN WILLIAMS
STYLE:REFER TO SPECIFICATIONS
COLOR:AS SELECTED FROM MANUFACTURERS STANDARD
FINISH:SEMI-GLOSS
NOTE:SHIPS LADDER TO ROOF
P5:EXTERIOR PAINT
SHERWIN WILLIAMS
STYLE:REFER TO SPECIFICATIONS
COLOR:AS SELECTED FROM MANUFACTURERS STANDARD
FINISH:SEMI-GLOSS
NOTE:DOORS & FRAMES
P6:EXTERIOR PAINT
SHERWIN WILLIAMS
STYLE:REFER TO SPECIFICATIONS
COLOR:AS SELECTED FROM MANUFACTURERS STANDARD
FINISH:SEMI-GLOSS
NOTE:ROOF ACCESS LADDER
096543 LINOLEUM FLOORING
LF1:SHEET FLOORING; 0.1" THICK
FORBO
COLLECTION:MARMOLEUM
STYLE: REAL
COLOR:3032 MIST GREY
LOCATION:BASEMENT
FLOORING THRESHOLDS AND TRANSITIONS
TR1:TRANSITION
1/8" TO 1/8" MATERIAL
TARKETT
STYLE: CTA-XX-N
COLOR:28 MEDIUM GREY
1/4"/12"ROOF SLOPE
VENT PIPEVP
ROOF DRAIN
PROVIDE EPDM ROOF SYSTEM TO EXTENT REQUIRED TO TIE INTO
EXISTING ROOF SYSTEM MAINTAINING EXISTING ROOF
WARRANTY -AREAS REFLECTED ARE SCHEMATIC AND MAY NOT
REPRESENT ACTUAL REMOVALS REQUIRED
ALTERNATE 1: PROVIDE EPDM ROOF SYSTEM TO EXTENT
REQUIRED TO TIE INTO EXISTING ROOF SYSTEM MAINTAINING
EXISTING ROOF WARRANTY FOR THE SCHEDULED WORK
ASSOCIATED WITH THE RELOCATION OF MECHANICAL
EQUIPMENT / DUCTWORK -CONTRACTOR TO COORDINATE
WITH MECHANICAL DRAWINGS
PROVIDE EPDM ROOF SYSTEM TO EXTENT REQUIRED TO TIE
INTO EXISTING ROOF SYSTEM MAINTAINING EXISTING
ROOF WARRANTY FOR THE INSTALLATION OF MECHANICAL
SCREENING FRAMING AND BRACING -REFER TO
STRUCTURAL DRAWINGS
FE
FIRE EXTINGUISHER
PROVIDE 2 HOUR RATED
SHAFT ENCLOSURE UL
DESIGN NO. U415 - REFER
TO WALL TYPES
J-RUNNER; TYP. BOTH SIDES
J-RUNNER, TYP.
BOTH SIDES
PROVIDE 2 HOUR
FIRE RATED SHAFT
WALL ENCLOSURE
UL DESIGN NO.
U415 - REFER TO
WALL TYPES
A5
A-402
SIM
TYPE F TYPE F12"4"** 4" HEAD AT MASONRY OPENINGSREFER TO SCHEDULE2"
SCHEDULE
REFER TO 2"
HOLLOW METAL DOOR FRAME
COUNTERFLASHING
TERMINATION BAR
EPDM ROOF MEMBRANE
PEMKO HEAVY DUTY THRESHOLD
2 1/2" INSULATED METAL WALL
PANEL BEYOND
T.O. BLOCKING
887' - 6 1/2"
T.O. CONCRETE
886' - 0"11 1/2"7"VAPOR RETARDER
5/8" GYPSUM WALL BOARD
5/8" GYPSUM SHEATHING
AIR / WATER BARRIER
PRESSURE TREATED BLOCKING
T.O. LANDING
886' - 11 1/2"
T.O. STEEL
889' -7"
EXTERIOR STAIR, REFER TO
STRUCTURAL
HM DOOR FRAME
5/8" GYPSUM SHEATHING
THERMAL INSULATION
VAPOR RETARDER
AIR / WATER BARRIER
PRESSURE TREATED BLOCKING
TUBE STEEL, REFER TO STRUCTURAL
2 1/2" INSULATED METAL WALL
PANEL BEYOND
5/8" GYPSUM WALL BOARD
PEMKO HEAVY DUTY THRESHOLD
SILL EXTRUSION
N
The design concepts, construction drawings and details presented herein are the sole property of Architectural Resources, P.C. Any reproduction or other use of this information without the written consent of Architectural Resources, P.C. is expressly prohibited. All rights reserved. Copyright Architectural Resources, P.C.1 3 4 5
1 3 4 5
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B
C
D D
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Client No:
Drawn by:
Sheet No:
A|r Job No:
Revisions
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12/10/2020 10:54:21 AMC:\Users\lkiblin\Documents\564.15-A_R19_V3_lkiblin.rvtEnlarged Roof Plan
and Details
A-402
564.15
LK
Bid Documents
12.01.2020Cornell University Uris HallElevator Modernization109 Tower RdIthaca, New York 14853Spring Line Design
73 Troy Road
East Greenbush, NY 12061
518-487-4755
518-670-0122 fax
Jade Stone Engineering
444 Van Duzee Street
Watertown, NY 13601
315-836-4062
Delta Engineers, Architects,
& Land Surveyors
860 Hooper Road
Endwell, NY 13760
607-231-6600
###
1/4" = 1'-0"A2 Penthouse Plan
General NotesDoor Schedule
Mark Description
Door Frame Fire Rating
(Mins)Hardware CommentsWidth Height Thickness Door Type Door Material Frame Type Frame Material Head Detail Jamb Detail
R01 STAIR B 3' - 0" 7' - 0" 1 3/4" F HM F1 HM D1/A-402 C1/A-402 14
R02 PENTHOUSE 500 3' - 0" 7' - 0" 1 3/4" F HM F1 HM D1/A-402 C1/A-402 10
Grand total: 2
1 1/2" = 1'-0"D2 Exterior Door Head Detail
1 1/2" = 1'-0"B1 Exterior Door Jamb Detail
Penthouse/Roof Legend
1 1/2" = 1'-0"A5 Shaft Wall Soffit Detail
Drawing Notes
107 PROVIDE INTUMESCENT COATING AND TOPCOAT AS SPECIFIED AT
ALL EXPOSED STEEL – COORDINATE WITH STRUCTURAL DRAWINGS
110 SHIPS LADDER, PAINT P4 - REFER TO SPECIFICATIONS & STRUCTURAL
DRAWINGS FOR ADDITIONAL INFORMATION
111 ALUMINUM LANDING - REFER TO STRUCTURAL DRAWINGS
112 ALUMINUM STAIRS - REFER TO STRUCTURAL DRAWINGS
113 MECHANICAL EQUIPMENT/DUCTWORK - REFER TO MECHANICAL
114 RELOCATED MECHANICAL EQUIPMENT/DUCTWORK - REFER TO
MECHANICAL
116 ALTERNATE 1: RELOCATED MECHANICAL EQUIPMENT/DUCTWORK -
REFER TO MECHANICAL
117 PROVIDE ALUMINUM SCREENING LOUVERS AND ASSOCIATED
STRUCTURAL FRAMING AND SUPPORT – REFER TO STRUCTURAL
DRAWINGS FOR FRAMING
118 PROVIDE HOT DIP GALVANIZED ROOFTOP ACCESS LADDER –
PROVIDE SHOP DRAWINGS SHOWING FABRICATION AND
INSTALLATION DETAILS – DETAIL FOR CFMF AT BRACKET SECUREMENT
TO BE INCLUDED IN SHOP DRAWINGS – LADDER TO HAVE BOLTED
CONNECTION TO BRACKETS AND BE REMOVABLE TO ALLOW FOR
SIDING INSTALLATION – CONTRACTOR RESPONSIBLE FOR THE
REMOVAL AND REINSTALLATION OF LADDER FROM BRACKETS FOR
SIDING INSTALLATION - PROVIDE EXTERIOR HIGH PERFORMANCE
COATING PER SPECIFICAITONS – TOUCH UP PAINT IN FIELD AS
REQUIRED AFTER FINAL INSTALLATION
123 EXISTING ROOF DECK
129 INFILL EXISTING CONCRETE ROOF SLAB AND ROOF SYSTEM AFTER
REMOVAL SCOPE - REFER TO STRUCTURAL DRAWINGS
133 MODIFY / INFILL OPENING IN ROOF SLAB TO ACCOMMODATE
SMOKE SHAFT EXTENSION – REFER TO STRUCTURAL DRAWINGS
140 CONTRACTOR TO COORDINATE SCREENING LAYOUT WITH DUCT
RUN IF ALTERNATE #1 IS NOT ACCEPTED - REFER TO D2/A-403
501 PROVIDE GEARLESS ELEVATOR HOISTING MACHINE AND ALL
ASSOCIATED EQUIPMENT INCLUDING EMERGENCY BRAKE,
BLOCKING BEAMS, AND DEFLECTOR SHEAVE
502 PROVIDE CONTROL SYSTEM AS SPECIFIED
503 PROVIDE ELEVATOR DRIVE ISOLATION TRANSFORMER
504 PROVIDE GOVERNOR AND TENSION SHEAVE ASSEMBLY
506 COORDINATE FINAL LOCATION IN THE FIELD WITH EQUIPMENT
LOCATION
541 APPROXIMATE LOCATION OF ELECTRICAL EQUIPMENT - REFER TO
ELECTRICAL DRAWINGS
1 1/2" = 1'-0"A1 Smoke Shaft Plan Detail
Door Types Door Frame Types
1 1/2" = 1'-0"D1 Door Threshold Detail
No. Description Date
1 1/2" = 1'-0"C1 Exterior Door Threshold
891011
T.O. PENTHOUSE
899' -9"
T.O. STEEL
889' -7"8' - 7 3/4"A-404
A1 SIM
B1
A-404
SIM
124
110
126
111
125
118
T.O. CONCRETE
886' -0"
TYP132
4
A-404
B2 Sim
120
136
T.O STEEL
899' -1"
117
TYP132
C1
A-403
A-402
D1 SIM
A-402
D2 SIM
T.O. LANDING
886' -11 1/2"
ALUMINUM LOUVERS
SUPPORT POST BEYOND
MTL. ANGLE REFER TO
STRUCTURAL DRAWINGS
MOUNTING PLATE REFER TO
STURCTURAL DRAWINGS
T.O. CONCRETE
886' -0"
MECHANICAL DUCT PENETRATION -
COORDINATE WITH ALTERNATE.
CUSTOM FABRICATE LOUVER TO
ACCOMMODATE PASSAGE.
MAINTAIN 2" CLEAR9' - 0"1' - 6"EXTRUDED ALUMINUM
HORIZONTAL SCREEN
HSS 4X4 POST, REFER TO
STRUCTURAL DRAWINGS
BASEPLATE AND ATTACHMENT,
REFER TO STRUCTURAL
ADHERED EPDM BOOT
3.5" STANDARD WEIGHT PIPE
POST MECHANICALLY
FASTENED TO CONCRETE
DECK, REF TO STRUCTURAL
DRAWINGS
3'-0" MIN.
4'-0" UNO
T.O. CONCRETE
886' -0"1' - 6"10"1/4" CAP PLATES OVER HSS POSTS,
REFER TO STRUCTURAL DRAWINGS
3/8" THICK X 3 1/2" SQUARE
CONNECTION PLATES, REFER
TO STRUCTURAL DRAWINGS
ALUMINUM CONNECTION
ANGLES, REFER TO STRUCTURAL
9"9' - 0" OVERALL HEIGHT6"B3
A-404
A1
A-403
B2
A-404
A-403C3
A-403
B3
A-403
A3
A-403 D3
126
119
2' - 6 1/2"2' - 0"
C1
A-403
118
A. ALL DIMENSIONS ARE TO THE FINISHED FACE OF SURFACES UNLESS OTHERWISE NOTED
B. THE CONTRACTOR IS NOT TO SCALE DRAWINGS OR DETAILS.
C. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE
REQUIREMENTS OF LOCAL AUTHORITIES
D. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS
AND MATERIALS WITHIN THE PROPOSED CONSTRUCITON AREA, THE CONTRACTOR
SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR STRUCTURAL
OR REMOVAL TASKS.
E. THE CONTRACTOR SHALL PERFORM ALL CUTTING, PATCHING, REPAIRING AS
REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE DRAWINGS.
F. SEE ENVIRONMENTAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR
ADDITIONAL SCOPE.
G. ALL WORK PERFORMED AT THE ROOF LEVEL SHALL BE PERFORMED IN SUCH A WAY AS
TO REMAIN WEATHERTIGHT DURING CONSTRUCTION. BUILDING ENVELOPE SHALL BE
MADE WEATHERTIGHT BY TEMPORARY OR PERMANENT MEANS BY THE CLOSE OF THE
DAY.
H. ANY WORK BEING PERFORMED REQUIRING A SHUTDOWN OF ANY PORTION OF THE
BUILDING OR ONE OF ITS SYSTEMS, I.E, STAIRWELLS, CORRIDORS, ELECTRICAL,
MECHANICAL, FIRE ALARM, ETC, ARE TO BE COORDINATED WITH, AND APPROVED IN
ADVANCE BY, THE FACILITY PRIOR TO BEING SHUT DOWN. ALL REQUESTS ARE TO BE IN
WRITING AND ALLOW FOR ADEQUATE TIME FOR THE FACILITY TO REVIEW THE IMPACT
AND DURATION ASSOCIATED WITH THE SHUTDOWN
I. ALL STRUCTURAL STEEL FRAMING ASSOCIATED WITH THE PENTHOUSE SHALL BE
PROVIDED WITH A TWO-HOUR RATING. INTUMESCENT FIREPROOFING MUST BE USED
ON ALL EXTERIOR STEEL PIECES. USE OF CEMENTITIOUS SPRAY FIREPROOFING OR
INTUMESCENT FIREPROOFING IS TO BE USED ON ALL STEEL INTERIOR TO THE
PENTHOUSE TO PROVIDE REQUIRED RATING. MANY PIECES OF STEEL WILL REQUIRE
INTUMESCENT FIREPROOFING DUE TO THE REQUIRED ERECTION SEQUENCE, FRAMING
ADJACENCIES, OR EASE OF FIREPROOF INSTALLATION. INTUMESCENT FIREPROOFING
MUST BE SHOP APPLIED WITH ANY REPAIRS MADE IN FIELD AFTER ERECTION.
CEMENTITIOUS FIREPROOFING IS TO BE INSTALLED IN THE FIELD. THE CONTRACTOR, IN
COORDINATION WITH FABRICATION AND ERECTION PROCEDURES, SHALL DETERMINE
HOW FIREPROOFING IS TO BE ACHIEVED AND WHICH PIECES RECEIVE WHICH TYPE
OF PROTECTION ENSURING OVERLAPS OF SYSTEMS TO PROVIDE CONTINUITY OF
RATINGS AS APPLICABLE
F G H
T.O. PENTHOUSE
899' -9"
T.O. STEEL
889' -7"
111
R01
T.O. CONCRETE
886' -0"
T.O STEEL
899' -1"
118
2' - 0"3' - 6"T.O. LANDING
886' -11 1/2"
126
10 11
T.O. PENTHOUSE
899' -9"
T.O. STEEL
889' -7"
T.O. CONCRETE
886' -0"
T.O STEEL
899' -1"
R02
T.O. LANDING
886' -11 1/2"
135
126
FGH
T.O. PENTHOUSE
899' -9"
T.O. STEEL
889' -7"TYP107
T.O STEEL
899' -1"
T.O. LANDING
886' -11 1/2"
135
119
1011
T.O. PENTHOUSE
899' -9"
T.O. STEEL
889' -7"
T.O. CONCRETE
886' -0"
T.O STEEL
899' -1"
6 3/8"12" O.C.1' - 1"4' - 0" TYP.1' - 7"3' - 6"118
3/4" DIAMETER SOLID STEEL
RUNG THRU SIDEBARS AND
WELD ALL AROUND - PAINT
WITH NON-SLIP SURFACE
AT TOP OF RUNG, TYP.
MECHANICALLY FASTEN
TO CFMF - WATERPROOF
ALL PENETRATIONS
2 - 1/2" BENT PLATE
BRACKETS MINIMUM
(4) PER SIDE SECURED
TO CFMF
CONTINUOUS FLATBAR
WITH EASED EDGES
SELF-RETURN, SELF
SUPPORTING HANDRAILS
2' - 8 3/4"1/4" X 2" X 2" STEEL ANGLE
T.O. LANDING
886' -11 1/2"
1/4"/12"ROOF SLOPE
VENT PIPEVP
ROOF DRAIN
FGHJ
T.O. PENTHOUSE
899' -9"
A1
A-403
T.O. STEEL
889' -7"
B2
A-404
T.O. CONCRETE
886' -0"
T.O STEEL
899' -1"
126
125 TYP132
TYP132
120 112
A-402
D2 SIM
A-404
B3 Sim
118
T.O. LANDING
886' -11 1/2"
A-402
C1
The design concepts, construction drawings and details presented herein are the sole property of Architectural Resources, P.C. Any reproduction or other use of this information without the written consent of Architectural Resources, P.C. is expressly prohibited. All rights reserved. Copyright Architectural Resources, P.C.1 3 4 5
1 3 4 5
A
B
C
A
B
C
D D
2
2
Client No:
Drawn by:
Sheet No:
A|r Job No:
Revisions
Seal
12/10/2020 10:54:26 AMC:\Users\lkiblin\Documents\564.15-A_R19_V3_lkiblin.rvtEnlarged Penthouse
Roof Plan, Sections,
and Elevations
A-403
564.15
LK
Bid Documents
12.01.2020Cornell University Uris HallElevator Modernization109 Tower RdIthaca, New York 14853Spring Line Design
73 Troy Road
East Greenbush, NY 12061
518-487-4755
518-670-0122 fax
Jade Stone Engineering
444 Van Duzee Street
Watertown, NY 13601
315-836-4062
Delta Engineers, Architects,
& Land Surveyors
860 Hooper Road
Endwell, NY 13760
607-231-6600
1/4" = 1'-0"A1 Penthouse Section
1/4" = 1'-0"D2 Aluminum Screening Elevation, Typ.
1" = 1'-0"D1 Screening Section, Typ.
1/4" = 1'-0"A4 Penthouse Roof Plan
General Notes
1/4" = 1'-0"D3 Penthouse Elevation - West
1/4" = 1'-0"A3 Penthouse Elevation - North
1/4" = 1'-0"C3 Penthouse Elevation - East
1/4" = 1'-0"B3 Penthouse Elevation - South
Roof Legend
###Drawing Notes
4 PROVIDE CEMENTITIOUS FIREPROOFING TO CREATE 2-HOUR SEPARATION BETWEEN THE
ELEVATOR MACHINE ROOM AND 4TH FLOOR
107 PROVIDE INTUMESCENT COATING AND TOPCOAT AS SPECIFIED AT ALL EXPOSED STEEL
– COORDINATE WITH STRUCTURAL DRAWINGS
110 SHIPS LADDER, PAINT P4 - REFER TO SPECIFICATIONS & STRUCTURAL DRAWINGS FOR
ADDITIONAL INFORMATION
111 ALUMINUM LANDING - REFER TO STRUCTURAL DRAWINGS
112 ALUMINUM STAIRS - REFER TO STRUCTURAL DRAWINGS
117 PROVIDE ALUMINUM SCREENING LOUVERS AND ASSOCIATED STRUCTURAL FRAMING
AND SUPPORT – REFER TO STRUCTURAL DRAWINGS FOR FRAMING
118 PROVIDE HOT DIP GALVANIZED ROOFTOP ACCESS LADDER – PROVIDE SHOP
DRAWINGS SHOWING FABRICATION AND INSTALLATION DETAILS – DETAIL FOR CFMF
AT BRACKET SECUREMENT TO BE INCLUDED IN SHOP DRAWINGS – LADDER TO HAVE
BOLTED CONNECTION TO BRACKETS AND BE REMOVABLE TO ALLOW FOR SIDING
INSTALLATION – CONTRACTOR RESPONSIBLE FOR THE REMOVAL AND REINSTALLATION
OF LADDER FROM BRACKETS FOR SIDING INSTALLATION - PROVIDE EXTERIOR HIGH
PERFORMANCE COATING PER SPECIFICAITONS – TOUCH UP PAINT IN FIELD AS
REQUIRED AFTER FINAL INSTALLATION
119 PROVIDE ROOF ANCHORAGE CONNECTOR. BASIS OF DESIGN TO BE CB-18 ANCHOR
AS MANUFACTURED BY GUARDIAN FALL PROTECTION OR EQUAL
120 MECHANICAL EQUIPMENT REMOVED FOR CLARITY
124 PROVIDE SMOKE SHAFT
125 PROVIDE 5/16" DIAMOND PLATE FLOORING - REFER TO STRUCTURAL
126 PROVIDE SMOKE HATCH - CONTRACTOR TO COORDINATE FRAMED OPENING IN
ROOM FRAMING WITH SCHEDULED ROOF HATCH, REFER TO STRUCTURAL
132 PROVIDE 2-HOUR INTUMESCENT OR CEMENTITIOUS COATING AT ALL STRUCTURAL STEEL
135 EXTERIOR METAL STAIR - REFER TO STRUCTURAL DRAWINGS
136 PROVIDE 18" X 18" ACCESS DOOR. COORDINATE LOCATION W/ SMOKE HATCH RESET
1/4" = 1'-0"C1 Penthouse Section
No. Description Date
T.O. PENTHOUSE899' -9"EPDM ROOF SYSTEM6" CFMF5/8" GYPSUM SHEATHINGAIR / WATER BARRIERTAPERED RIGID INSULATION, SLOPE 1/4" PER 1'-0" TOWARDS CENTRAL ROOF DRAIN R-30CI MIN COVERPRESSURE TREATED WOOD BLOCKING2 1/2" INSULATED EXTERIOR METAL PANEL SYSTEM FASTENED TO METAL STUDS7" METAL FASCIA COVER FASTENED 4" O.C. TYPMTL. ANGLE6"9 1/2"5/8" GYPSUM WALL BOARDFIREPROOFINGFIREPROOFING BEYOND5/8" GYPSUM SHEATHINGT.O STEEL899' -1"CONTINUOUS VAPOR RETARDER1326"EPDM ROOF SYSTEM6" CFMF5/8" GYPSUM SHEATHINGAIR / WATER BARRIERTAPERED RIGID INSULATION, SLOPE 1/4" PER 1'-0" TOWARDS CENTRAL ROOF DRAIN R-30CI MIN COVERPRESSURE TREATED WOOD BLOCKING2 1/2" INSULATED EXTERIOR METAL PANEL SYSTEM FASTENED TO METAL STUDS7" METAL FASCIA COVER FASTENED 4" O.C. TYPMTL. ANGLE5/8" GYPSUM WALL BOARDFIREPROOFINGFIREPROOFING BEYOND5/8" GYPSUM SHEATHINGT.O. STEEL899' - 1"9 1/2"132CONTINUOUS VAPOR RETARDER4TH FLOOR873' -6"FGHA2A-404T.O. STEEL889' -7"124SB62' - 0"HB2HB2125130130OPENA-402A5SIM9' - 8"3' - 0"T.O. CONCRETE886' -0"A-404B412" MIN14 TREADS EQUALLY SPACED13' - 5 1/2"11036" MIN.6 0 °± 9' - 7" CLEART.O. LANDING886' -11 1/2"4TH FLOOR873' -6"1011T.O. STEEL889' -7"110514514SB4SB6130130130130T.O. CONCRETE886' -0"A-404C4131T.O. LANDING886' -11 1/2"1326" CFMFTHERMAL INSULATIONEXTERIOR SHEATHING INSTALL FLUSH WITH STUD FACECOUNTERFLASHINGPRESSURE TREATED WOOD BLOCKINGEPDM ROOF MEMBRANE6" CONTINUOUS ANGLE CLIPW27X102 W/ APPLIED FIREPROOFING -REFER TO STRUCTUAL DRAWINGS5/16" DIAMOND PLATE TUBE STEEL POST, REF. TO STRUCTURAL DRAWINGSCONTINOUS VAPOR RETARDER6"T.O. CONCRETE886' - 0"1' - 3 3/4"T.O. STEEL889' - 7"ROOF INFILL2 1/2" INSULATED EXTERIOR METAL PANEL SYSTEM FASTENED TO METAL STUDSEXISTING ROOFAREA OF EXISTING ROOF SYSTEM REMOVALS AFTER PENTHOUSE IS WATERTIGHTCONTINOUS WOOD BLOCKING BETWEEN FRAMING AT PERIMETER OF PENTHOUSEFIREPROOFING BEYONDFIREPROOFING BEYOND132AIR / WATER BARRIER6" CFMFTHERMAL INSULATION5/8" GYPSUM SHEATHING2 1/2" INSULATED EXTERIOR METAL PANEL SYSTEM FASTENED TO METAL STUDSW10X30, REFER STRUCTUAL DRAWINGSTUBE STEEL POST, REF. TO STRUCTURAL DRAWINGSW14x22 BEAM, REFER TO STRUCTURAL DRAWINGS CONTINOUS VAPOR RETARDER5/16" DIAMOND PLATE 2" CONTINUOUS ANGLE CLIPPRESSURE TREATED WOOD BLOCKINGRIGID INSULATION6 1/2"6 7/8"T.O. CONCRETE886' - 0"PENTHOUSE FLOOR889' - 7"CONTINUOUS WOOD BLOCKING BETWEEN FRAMING AT PERIMETER OF PENTHOUSEAREA OF EXISTING ROOF SYSTEM REMOVALS AFTER PENTHOUSE IS WATERTIGHTROOF INFILL AREAEXISTING ROOF TO REMAINW27X102 W/ APPLIED FIREPROOFING BEYOND -REFER TO STRUCTUAL DRAWINGSAIR / WATER BARRIERCONT. BEAD OF EPDM BONDING ADHESIVEDRAIN SECURED TO OPENING IN DECK -REFER TO PLUMBINGEPDM MEMBRANEBONDING ADHESIVERIGID INSULATION - R-30 COMPOSITE ROOF SEE PLUMBING DWGS FOR ROOF DRAIN LEADER AND CHASE CONNECT TO ROOF DRAIN LEADER WHERE NOTED, SEE PLUMBING DWGS FOR MORE EXPANDABLE FOAM FILLER INSULATIONTRIM COVER CUT TO PROFILE OF BEAM2" LAP SEAM TO RECIEVE SCREW OR RIVET3"2"BOTTOM OF PANEL SYSTEMCONT. BUTYL SEALANT AROUND PROFILE OF BEAMEXPANDABLE FOAM FILLER INSULATION WITH TRIM COVERCONTINUE ROOF MEMBRANE UP WALL BEHIND METAL PANELCONT. DRIP EDGEW27X114 REF. STRUCTUAL DRAWINGS WITH APPLIED WEATHER PROTECTANT RUBBERIZED COATINGHORIZONTAL INSULATED METAL PANEL1" PANEL REVEALCORNER TRIMCONT. BUTYL SEALANT AROUND PROFILE OF BEAM6" CFMFBATT INSULATION1/4" HWH FASTENERS FACTORY FOLDED 2 -1/2" INSULATED METAL WALL PANEL5/8" GYPSUM WALL BOARDSTEEL SUPPORT - REFER TO STRUCTURAL DRAWINGS 6"6"DIAMOND PLATE FLOORING1' - 3 3/8"6" 5/8" 2 3/4"6"5/8"2 3/4"1' - 3 3/8"5/8" GYPSUM SHEATHINGFIREPROOFINGFW27X102, REFER STRUCTURAL DRAWINGS W10x33 STUB POST, REFER TO STRUCTURALFILLER60 MIL EPDM ROOFINGT.O. CONCRETE886' -0"MIN3"MIN3"5 1/2"RIGID INSULATIONSEALANTRAIN HOODSHEET METAL DAMCARLISLE POURABLE SEALERLAP SEALANT4TH FLOOR873' -6"T.O. CONCRETE886' -0"FRAMED PANELVERITCAL POST - FULL HEIGHT - EACH SIDE TYPICALPOST SOCKETHORIZONTAL PANEL REINFORCEMENTVERTICAL POST, TYPICAL± 5' - 1 1/2"3 1/2" MAXFRAMED DOORT.O. LANDING886' -11 1/2"4TH FLOOR873' -6"T.O. CONCRETE886' -0"HORIZONTAL PANEL REINFORCEMENTFRAMED PANELSLOPED OUTER POSTFULL HEIGHT VERTICAL POSTFRAMED DOOR7' - 0"SLOPED INNER POST BEYOND, ATTACHED TO SHIPS LADDER WITH WIRE MESH RUNNING BETWEEN POSTS2' - 0"EXTRUDED ALUMINUM HORIZONTAL SCREENOUTSIDE MITERED CORNERW8X10 BEAM, REFER TO STRUCTURAL3/8" THICK BASEPLATE, TYP. - REFER TO STRUCTURALHS 4X4 POSTS - REFER TO STRUCTURAL4"BASE TRIMCOUNTERFLASHINGEPDM ROOF MEMBRANENThe design concepts, construction drawings and details presented herein are the sole property of Architectural Resources, P.C. Any reproduction or other use of this information without the written consent of Architectural Resources, P.C. is expressly prohibited. All rights reserved. Copyright Architectural Resources, P.C.13451345ABCABCDD22Client No:Drawn by:Sheet No:A|r Job No:RevisionsSeal12/11/2020 4:28:04 PMC:\Users\cvail\Documents\564.15-A_R19_V3_cvail.rvtSections and DetailsA-404564.15LKBid Documents12.01.2020Cornell University Uris HallElevator Modernization109 Tower RdIthaca, New York 14853Spring Line Design73 Troy RoadEast Greenbush, NY 12061518-487-4755518-670-0122 faxJade Stone Engineering444 Van Duzee StreetWatertown, NY 13601315-836-4062Delta Engineers, Architects,& Land Surveyors860 Hooper RoadEndwell, NY 13760607-231-66001 1/2" = 1'-0"B2Penthouse N-S Wall Section1 1/2" = 1'-0"B3Penthouse E-W Wall Section1/4" = 1'-0"A3Stair Section1/4" = 1'-0"A2Stair Section1" = 1'-0"A1EPDM Roof Drain (Typ.)3/4" = 1'-0"C1Metal Panel Beam Penetration - Flashing Detail3/4" = 1'-0"B1Metal Panel Beam Penetration - Insulation Infill1 1/2" = 1'-0"D2Metal Panel Plan Corner Detail, Typ.1" = 1'-0"A4Post Column Flashing Section N-S###Drawing Notes110 SHIPS LADDER, PAINT P4 - REFER TO SPECIFICATIONS & STRUCTURALDRAWINGS FOR ADDITIONAL INFORMATION124 PROVIDE SMOKE SHAFT125 PROVIDE 5/16" DIAMOND PLATE FLOORING - REFER TO STRUCTURAL130 NEW OPENING IN CONCRETE DECK - REFER TO STRUCTURAL131 WIRE MESH PANEL TO ATTACH AND FOLLOW SLOPE OF SHIPSLADDER EXTENDING HORIZONTALLY TO VERTICALLY FRAMED WALLOF ELEVATION C4/A-404132 PROVIDE 2-HOUR INTUMESCENT OR CEMENTITIOUS COATING AT ALLSTRUCTURAL STEEL514 PROVIDE CAR AND COUNTERWEIGHT GUIDE RAILS, BUFFERS, ANDSUPPORTS1/4" = 1'-0"C4Wire Mesh Partition Elevation1/4" = 1'-0"B4Wire Mesh Partition Elevation1 1/2" = 1'-0"D1Screening Corner Detail, Typ.No. Description Date
35" A.F.F.MAXIMUM - TYPICAL
FIREFIGHTERS
OPERATION
DIGITAL CAR
POSITION INDICATOR
WITH DIRECTIONAL
ARROW - TYPICAL
FIREFIGHTERS
OPERATION
CABINET
4' - 4"1' - 0"
LOCKABLE SERVICE
CABINET - REFER TO
SPECIFICATION FOR
EQUIPMENT INSIDE
SERVICE
CABINET
CAR CAPACITY
ELEVATOR #
FASTENERS - TYPICAL
EMERGENCY OPERATION
BUTTON - TYPICAL
DOOR OPEN AND DOOR
CLOSE BUTTONS - TYPICAL
EMERGENCY
COMMUNICATION BUTTON -
TYPICAL
2
FLUSH MOUNTED
FIXTURE - FACEPLATE
TO COVER ALL
VOIDS - TYPICAL - SS1
CONTROL BUTTONS -
COORDINATE WITH
NUMBER OF
LANDINGS - TYPICAL
CONTROL BUTTONS
BRAILLE TAGS FOR
LANDINGS BELOW THE
MAIN ENTRY FLOOR SHALL
INDICATE -1, -2, -3 ETC... AS
REQUIRED BY CODE -
TYPICAL
CONTROL BUTTON
IDENTIFICATION - TYPICAL
DOOR
OPEN
43
B
ALARM
PUSH TO
HELP
CALL
DOOR
CLOSE
1
G
2' - 7"1' - 0"
CAR CAPACITY
ELEVATOR #
2
DOOR
OPEN
43
B
ALARM
PUSH TO
HELP
CALL
DOOR
CLOSE
1
G
TWO-WAY VISUAL
CMMUNICATION
SYSTEM - TYPICAL
NOYES
NOYES
LED DIGITAL INDICATOR
- TYPICAL
4 1/2"1' - 2"4 1/2"
LED ILLUMINATED
ARROWS - TYPICAL
FASTENERS - TYPICAL
SURFACE MOUNTED
FIXTURE - TYPICAL - SS1
1' - 8"
INTERMEDIATE LANDING1' - 3"5 1/2"
TERMINAL LANDING1' - 1"FASTENERS - TYPICAL
ENGRAVED CUSTOM
PICTOGRAPH - TYPICAL
DESIGNATED RECALL LANDING
ELEVATOR CONTROL
PUSH BUTTON - TYPICAL
Use Exit Stairs
In Case Of Fire
Elevators Are Out Of Service
Use Exit Stairs
In Case Of Fire
Elevators Are Out Of Service
5 1/2"
Use Exit Stairs
In Case Of Fire
Elevators Are Out Of Service
5 1/2"2' - 1"FIREFIGHTER'S OPERATION
KEY SWITCH (POSITIONS:
"ON", "OFF", "BYPASS") AND
VISUAL SIGNAL
FIREFIGHTERS' OPERATION
TO RECALL ELEVATORSINSERT FIRE KEY AND TURN TO "ON"
COMMUNICATION FAILURE
LIGHT, SPEAKER, AND RESET
SWITCH
ELEVATOR
COMMUNICATION
FAILURE
CONTROL BUTTON
IDENTIFICATION - TYPICAL
PROVIDE BACKBOX -
TYPICAL
FLUSH MOUNTED
FIXTURE - FACEPLATE
TO COVER ALL VOIDS -
TYPICAL - SS1
DN
UP
DN CL
42" A.F.F. DN
UP
CL
42" A.F.F. TYPICALEXISTING HOISTWAY WALL
CONSTRUCTION
4"4"V.I.F.FASCIA HEIGHTV.I.F.
LEDGE DEPTH
SECURELY FASTEN TO
MASONRY/CONCRETE
CONSTRUCTION WITH SELF-
TAPPING CONCRETE
ANCHOR -TYPICAL
PROVIDE 18 GAUGE
GALVANIZED METAL FASCIA -
FASTEN FASCIA TOGETHER
WITH GALVANIZED FASTENERS
PROVIDE BENT STEEL PLATE
SUPPORT BRACKET FOR LEDGES
OVER 6" TO MEET CODE
REQUIRED DEFLECTION
LED ILLUMINATED
ARROWS
FASTENERS -TYPICAL1' - 0"3 1/2"
BACKBOX
FLUSH MOUNTED
FIXTURE - FACEPLATE
TO COVER ALL
VOIDS - SS1
B
HANDRAIL - SS1
BASE - TYPICAL -
SS1
LIGHTING FIXTURES -
TYPICAL
FLOORING -
TYPICAL - F1
CAR PAD STUDS -
TYPICAL - SS1
CAR PADS -
TYPICAL
CAR DOOR - SS2
TRANSOM - SS1
SHELL HEIGHT± 8' - 0"A
A
B
C
PLATFORM
± 7' - 2"PLATFORM± 5' - 1"4' - 0"EQEQEQ
EXHAUST FAN
ISLAND CEILING
SYSTEM - TYPICAL -
SS1
REMOVABLE CEILING
PANEL FOR ACCESS
TO EMERGENCY EXIT
CAR OPERATING
PANEL AND AUXILIARY
CAR OPERATING
PANEL - REFER TO CAR
OPERATING FIXTURE
CEILING HEIGHT± 7' - 6"IN-CAR DIRECTION
INDICATOR FIXTURE -
TYPICAL EACH SIDE
OF ENTRANCE
DOOR HEIGHT7' - 0"WALL PANELS -
TYPICAL - LP1
ISLAND CEILING
SYSTEM - SS1
IN-CAR DIRECTION INDICATOR6' - 0"REVEALS -
TYPICAL - LP2
B SIM OPP
4' - 3"
CEQEQEQEQEQ7' - 0"
EQ EQ
4"2' - 8"1 1/2"CAR INTERIOR4' - 3"CAR INTERIOR
7' - 0"
EQ EQ72" A.F.F.ELEVATOR HOISTWAY
ACCESS KEYSWITCH -
TYPICAL
BACKBOX - TYPICALV.I.F.
3 1/4"V.I.F.6"FASTENERS - TYPICAL
FLUSH MOUNTED FIXTURE -
FACEPLATE TO COVER ALL
VOIDS - SS1
REFER TO
DRAWINGS FOR
LOCATION
V.I.F.
3 1/4"V.I.F.8"REFER TO
DRAWINGS FOR
LOCATION
RETRACTABLE LADDER
CONTROL KEYSWITCH72" A.F.F.MD C
M
ONE-LINE DIAGRAM LEGEND
ATS: AUTOMATIC TRANSFER SWITCH SIGNAL CONNECTION
C: ELEVATOR CONTROLLER
CD: CAB LIGHT DISCONNECTING MEANS
FA: FIRE ALARM MODULES CONNECTION
M: ELEVATOR MOTOR
MD: ELEVATOR MAINLINE DISCONNECTING MEANS
SD: SECURITY DEVICE CONNECTION
T: ISOLATION TRANSFORMER
TC: EMERGENCY TELE-COMMUNICATION
ATS TC FA
TO SUPPLY
- TYPICAL
CD
EQUIPMENT TO BE
PROVIDED BY THE
ELEVATOR CONTRACTOR
MACHINE ROOM
T
PROVIDED UNDER SEPARATE
CONTRACT (N.I.C.)
EQUIPMENT TO BE
PROVIDED BY THE
ELECTRICAL CONTRACTOR
EXISTING CEILING TO REMAIN
EXISTING CMU WALL CONSTRUCTION
ELEVATOR DOOR EQUIPMENT
SHAFTWALL INFILL
EXISTING ENTRANCE FRAME TO BE
WRAPPED -APPLICABLE AT THE
FIRST FLOOR -EXISTING ENTRANCE
FRAME TO BE PAINTED TO MATCH
EXISTING -APPLICABLE AT ALL
OTHER FLOORS
PROVIDE STAINLESS STEEL TRANSOM -
APPLICABLE AT THE FIRST FLOOR
REMOVE AND REINSTALL EXISTING
HOISTWAY FASCIA AS REQUIRED
FOR INSTALLATION OF SHAFTWALL
PROVIDE 4" x 4" x 5/16" STRUCTURAL
STEEL ANGLE TO FASTEN TRANSOM
TO & SUPPORT SHAFTWALL
ELEVATOR HALL FIXTURE -
APPLICABLE AT TERMINAL AND
INTERMEDIATE LANDINGS
ALL OTHER FLOORSVARIESFIRST FLOOR2' - 5 1/2" V.I.F.ADHESIVE STUD ANCHOR
STEEL ANGLE
EXISTING WALL
CONSTRUCTION
GROUT SOLID W/
NON-SHRINK GROUT1"
HOISTWAY DOOR FRAME
BEYOND
HOISTWAY LANDING DOORS
PROVIDE SILL AS SPECIFIED
APPROXIMATE LINE OF
TRAVEL OF ELEVATOR CAR
EXISTING FINISHED FLOOR
HOISTWAY FASCIA
HOISTWAY
LOBBY
EXISTING DOOR FRAME
FIRE RESISTANT WOOD
BLOCKING AS REQUIRED
EXISTING WALL
CONSTRUCTION
14 GAUGE STAINLESS
STEEL
HOISTWAY DOOR
BLIND FASTENERS -
TYPICAL
NOTE:
1. THERE SHALL BE NO EXPOSED FASTENERS AT THE LOBBY SIDE
(BLIND FASTENING).V.I.F.V.I.F.V.I.F.MATCH EXISTING
+/- 2"
REMOVE AND REPLACE EXISTING
PLASTER FOR INSTALLATION OF FRAME
WRAP TO MATCH EXISTING ADJACENT
The design concepts, construction drawings and details presented herein are the sole property of Architectural Resources, P.C. Any reproduction or other use of this information without the written consent of Architectural Resources, P.C. is expressly prohibited. All rights reserved. Copyright Architectural Resources, P.C.1 3 4 5
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12/10/2020 10:54:36 AMC:\Users\lkiblin\Documents\564.15-A_R19_V3_lkiblin.rvtElevator Details
A-501
564.15
CMV
Bid Documents
12.01.2020Cornell University Uris HallElevator Modernization109 Tower RdIthaca, New York 14853Spring Line Design
73 Troy Road
East Greenbush, NY 12061
518-487-4755
518-670-0122 fax
Jade Stone Engineering
444 Van Duzee Street
Watertown, NY 13601
315-836-4062
Delta Engineers, Architects,
& Land Surveyors
860 Hooper Road
Endwell, NY 13760
607-231-6600
3" = 1'-0"A1 Car Operating Fixture
3" = 1'-0"B3 Position Indicator Fixture
3" = 1'-0"C1 Hall Call Fixtures
3/4" = 1'-0"D4 Hoistway Fascia Ledge Detail
3" = 1'-0"B2 In-Car Direction Indicator Fixture
1/2" = 1'-0"A3 Interior Car Elevations
3" = 1'-0"C3 Hoistway Access Fixture
NOTE:
1. * DESIGNATED RECALL LANDING
2. ** ALTERNATE RECALL LANDING
2
OVERHEAD
GEARLESS
TRACTION
PASSENGER 3500 350 F F** F* F F F F 8' - 6" 64' - 0" 15' - 0"
1
OVERHEAD
GEARLESS
TRACTION
PASSENGER 3500 350 F F** F* F F F F 8' - 6" 64' - 0" 15' - 0"
B G 1 2 3 3 4
ELEVATOR MACHINE TYPE CAPACITY
(LBS)
SPEED
(FPM)
LANDINGS
(F - FRONT, R - REAR)PIT DEPTH
(V.I.F.)
TOTAL
TRAVEL
(V.I.F.)
OVERHEAD
(V.I.F.)
ELEVATOR SCHEDULE
NOTE:
1. REFER TO FIXTURE AND CAR ELEVATION DETAILS FOR FINISH LOCATIONS.
F1 VINYL SHEET
FLOORING
B.O.D.
STYLE:
COLOR:
ALTRO
RELIANCE 25
ROCK D2504
LP2 LAMINATE PANEL STYLE:
COLOR:
SOLID PLASTIC LAMINATE
CARNELLIAN
LP1 LAMINATE PANEL
B.O.D.
STYLE:
COLOR:
WILSONART
HIGH COMPACT LAMINATE
GREY PAMPAS 4168-60
SS1 STAINLESS STEEL STYLE: #4 SATIN FINISH
DESIGNATION MATERIAL DESCRIPTION COMMENTS
ELEVATOR FINISH SCHEDULE
1/4" = 1'-0"A5 Elevator One-Line Diagram
1 1/2" = 1'-0"B4 Transom Detail
1 1/2" = 1'-0"D3 Elevator Door Sill
3" = 1'-0"B5 Typical Hoistway Frame Wrap Detail
No. Description Date
1. THESE DRAWINGS ARE DIAGRAMMATIC IN NATURE AND INDICATE THE SIZE AND GENERAL ARRANGEMENT OF PIPING, EQUIPMENT,AND SPECIALTIES. EXACT LOCATIONS AND ROUTINGS SHALL BE DETERMINED IN THE FIELD BEFORE AND AS THE WORK PROGRESSES.
2. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO COMMENCEMENT OF ANY WORK. ANYREQUIRED CHANGES TO WORK SHOWN ON DRAWINGS SHALL BE COORDINATED WITH ARCHITECT/ENGINEER AND OTHER TRADESPRIOR TO CONSTRUCTION.
3. DRAWINGS DO NOT INDICATE ALL OFFSETS, CHANGES IN ELEVATION, ETC. WHICH MAY BE REQUIRED BY ACTUAL FIELD CONDITIONS.THE CONTRACTOR SHALL PROVIDE FOR SUCH CHANGES IN PIPING OR EQUIPMENT LOCATIONS AS NECESSARY TO ACCOMMODATEFIELD CONDITIONS AND THE WORK OF OTHER CONTRACTS.
4. THE WORK INCLUDED IN THIS CONTRACT ENCOMPASSES BOTH THE DRAWINGS AND SPECIFICATIONS. WORK INCLUDED ON THEDRAWINGS ONLY, OR IN THE SPECIFICATIONS ONLY, SHALL BE INCORPORATED AS IF INCLUDED IN BOTH. SYSTEMS ARE INTENDED TOBE COMPLETE AND FULLY FUNCTIONING. THE CONTRACTOR SHALL PROVIDE SUCH COMPONENTS AS NECESSARY FOR A FULLYFUNCTIONING SYSTEM.
5. COORDINATE THE WORK OF THIS CONTRACT WITH THE WORK OF OTHER CONTRACTS. PHASE INSTALLATION OF EQUIPMENT ANDPIPING TO ENSURE CONSTRUCTABILITY, AND THAT CONSTRUCTION PROCEEDS IN AN ORGANIZED, EFFICIENT, AND ORDERLYMANNER. PIPING TO BE SLOPED SHALL TAKE PRECEDENCE OVER PRESSURE PIPING, DUCTWORK, AND EQUIPMENT LOCATIONS.
6. PLUMBING CONTRACTOR SHALL SEAL ALL PIPING AND DUCT PENETRATIONS IN ACCORDANCE WITH THE NEW YORK STATE BUILDINGCODE AND NFPA.
7. EXCEPT AS NOTED IN SPECIFICATIONS, ALL CUTTING AND PATCHING OF BUILDING COMPONENTS REQUIRED TO ACCOMMODATETHE WORK OF THIS CONTRACT SHALL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR. ALL PATCHING SHALL MATCH THEEXISTING COMPONENTS AND FINISHES. CUTTING AND PATCHING WORK SHALL BE PERFORMED BY PERSONNEL TRAINED ANDREGULARLY EMPLOYED FOR SUCH SERVICES.
8. ALL HORIZONTAL DRAINAGE SHALL BE SLOPED AT A MINIMUM OF 1/4" PER FOOT FOR PIPING 2-1/2" OR LESS, AND 1/8" PER FOOT FOR3" TO 6" PIPING.
9. PHASE INSTALLATION OF EQUIPMENT AND PIPING TO ENSURE CONSTRUCTABILITY, CONSTRUCTION PROCEEDS IN AN EFFICIENT,ORGANIZED, AND ORDERLY MANNER. PIPING TO BE SLOPED SHALL TAKE PRECEDENCE OVER PRESSURE PIPING, DUCTWORK ANDEQUIPMENT LOCATIONS.
10. INSTALL ALL PIPING, EQUIPMENT, AND SPECIALTIES TO ALLOW MAXIMUM CLEARANCE AND AVOID INTERFERENCE WITH THEOPERATION AND MAINTENANCE OF ALL EQUIPMENT, NEW OR EXISTING. DO NOT INSTALL ANYTHING ABOVE OR WITHIN 3 FT. INFRONT OF ELECTRICAL GEAR.
11. PLUMBING CONTRACTOR SHALL PROVIDE NECESSARY SUPPORT FRAMING, STIFFENERS, BRACING, AND HANGERS WHETHER SHOWNOR NOT TO ENSURE A COMPLETE AND DURABLE SYSTEM. SUPPORT FRAMING CONNECTIONS SHALL BE WELDED UNLESSSPECIFICALLY SHOWN OTHERWISE. ACTUAL SUPPORTS MAY VARY FROM THOSE SHOWN IN DETAILS AS REQUIRED BY ACTUALEQUIPMENT FURNISHED OR BY FIELD CONDITIONS.
12. ALL EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTION MANUALOR MANUFACTURER'S REPRESENTATIVE'S WRITTEN INSTRUCTIONS.
13. PLUMBING CONTRACTOR SHALL PROVIDE BALL TYPE SHUT-OFF VALVES IN ALL PIPING BRANCH TAKE-OFFS FROM THE DOMESTICWATER SUPPLY MAINS, WHETHER SHOWN OR NOT, FOR ISOLATION AND SERVICE TO SYSTEM.
14. ANY WORK BEING PERFORMED REQUIRING A SHUTDOWN OF ANY PORTION OF THE BUILDING OR ONE OF ITS SYSTEMS, I.E,STAIRWELLS, CORRIDORS, ELECTRICAL, MECHANICAL, FIRE ALARM, ETC, ARE TO BE COORDINATED WITH, AND APPROVED INADVANCE BY, THE FACILITY PRIOR TO BEING SHUT DOWN. ALL REQUESTS ARE TO BE IN WRITING AND ALLOW FOR ADEQUATE TIMEFOR THE FACILITY TO REVIEW THE IMPACT AND DURATION ASSOCIATED WITH THE SHUTDOWN.
@ AT
ABV ABOVE
AFF ABOVE FINISHED FLOOR
BFF BELOW FINISHED FLOOR
CLG CEILING
CW DOMESTIC COLD WATER
DIA, Ⱦ DIAMETER
DN DOWN
DPCO DECK PLATE CLEANOUT
(E) EXISTING
FD FLOOR DRAIN
HW DOMESTIC HOT WATER
INV INVERT
LAV LAVATORY
LS LAUNDRY SUPPLY
MIN MINIMUM
NTS NOT TO SCALE
RP RECIRCULATION PUMP
SCP SOLAR CIRCULATION PUMP
SHFD SHOWER FLOOR DRAIN
SNK SINK
TMV TEMPERATURE MIXING VALVE
TYP TYPICAL
V VENT
VTR VENT THRU ROOF
WC WATER CLOSETW/ WITH
BALL TYPE VALVE
RELIEF VALVE
Y STRAINER
BALANCING VALVE
PIPE RISE
PIPE DROP
UNION
CAP OR PLUG
CHECK VALVE
SANITARY VENT PIPING
NATURAL GAS PIPING
SANITARY WASTE LINE
HOT WATER SUPPLY
COLD WATER SUPPLY
MANUAL GAS COCK
WATER HAMMER ARRESTOR
FLOOR DRAIN/P-TRAP
CLEAN OUT
VENT THRU ROOF (VTR)
DECK PLATE CLEAN OUT
FLOW ARROW
TRAP PRIMER
DESCRIPTION
G
V
SAN
ABBREVIATIONSPLUMBING SYMBOLSGENERAL NOTESPOINT OF CONNECTION,NEW TO EXISTING
POINT OF DISCONNECTION FROM EXISTING
SYMBOL
HOT WATER RETURN
SCALE:
ROOF DRAIN DETAIL
NTS
REFER TO FLOOR PLANS FOR SIZESAND CONTINUATION OF PIPING.
NO HUB CONNECTION
STRUCTURAL ROOFDECK
ADJUSTABLE COLLAR
SECONDARY CLAMPRINK
ROOFING ANDINSULATION
ROUGH BRASS DOME
FLASHING
DRAIN RECEIVER
AFTER FINAL ADJUSTMENT APPLYROOF CEMENT PERMANUFACTURER'SRECOMMENDATIONS
UNDER DECKCLAMP ASSEMBLY
2" SAN
BALL VALVE
UNION
1/2" OPEN GRATE
ELEVATOR PIT
ANGLE IRON SUPPORT, TYP
FLOAT SWITCH, TYP
SUMP PUMP
CHECK VALVE
3"
9"
6"
HIGH LIQUID ALARM.PROVIDE CONNECTIONTO EXISTING BUILDINGMANAGEMENT SYSTEM.PUMP ON
PUMP OFF
NEMA 4X JUNCTION BOX(POINT OF DISCONNECT)
WATER TIGHT PIPE SLEEVE SEAL
CONTROL AND ANNUNCIATOR PANELWITH REMOTE ALARM CONTACT
4" SCH 40 PVC CONDUIT
CONTROL WIRING
LOCATE CONTROL PANELIN EXISTING ADJACENTROOM, INSIDE DOOR ATUPPER LEVEL. REFER TOPLAN C3 ON DRAWINGA-401 FOR LOCATION
120V-1∅ CORD AND PLUG
SUMP PUMP PIT(2'-0" x 2'-0" x 2'-6")
SCALE:
ELEVATOR SHAFT SUMP PUMP DETAIL
NTS
SUMP PUMP SCHEDULE
UNITTAG LOCATION SERVICE
GPM(GPH)HEADFT. WG.RPM ELECTRICAL BASIS OF DESIGNMANUFACTURER BASIS OF DESIGNMODEL NUMBER REMARKSHP VOLTS PHASE
SP-1 ELEVATOR PIT ELEVATOR SUMP 100 10 1-1/2 208 3 ZOELLER 188
PLACE REMARKS HERE
1
1
OVERFLOW PIPE
NOTE: PROVIDE ROOF DRAIN WITHINTEGRAL OVERFLOW DRAIN.The design concepts, construction drawings and details presented herein are the sole property of Architectural Resources, P.C.Any reproduction or other use of this information without the written consent of Architectural Resources, P.C. is expressly prohibited. All rights reserved. Copyright Architectural Resources, P.C.1 3 4 5
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Drawn by:
Sheet No:
A|r Job No:
Revisions
Seal
3/12/2020 4:59:34 PMP:\00 JSE PROJECTS\2019\276-19 Cornell-Uris Hall Elevator\1-Active Drawings\3-MPE\P-001.dwg564.15
Bid Submission
12.01.2020Cornell University Uris HallElevator Modernization109 Tower RdIthaca, New York 14853No. Description Date
Spring Line Design
73 Troy RoadEast Greenbush, NY 12061
518-487-4755518-670-0122 fax
Jade Stone Engineering
444 Van Duzee StreetWatertown, NY 13601
315-836-4062
Delta Engineers, Architects,& Land Surveyors
860 Hooper RoadEndwell, NY 13760
607-231-6600
General Notes and
Details
P-001
JFE
NEFWO YEOTRATKSEDREICRKF
ES
DEI
CMKAJ
UP
SCALE:
Enlarged Sub-Basement Demo Plan
1/4"=1'-0"P-4011
ELEVATOR MACHINE ROOM & PIT
MACHINE ROOMELEVATOR
2800UG
ELEVATORB
ELEVATORA
SCALE:
Enlarged Sub-Basement Plan
1/4"=1'-0"P-4012 ELEVATOR MACHINE ROOM & PIT
MACHINE ROOMELEVATOR
2800UG
ELEVATORB
ELEVATORA
SCALE:
Enlarged Fourth Floor Plan
1/4"=1'-0"P-4013
SCALE:
Penthouse Plan
1/4"=1'-0"P-4014
1
RD-A
2" ST PIPING UPTO ROOF DRAIN 2" ST PIPING DOWNTO FOURTH FLOOR
2" ST PIPING UP TOPENTHOUSE
2
3
(E) ROOF DRAIN
(E) 5" ST PIPING
UP
DOWNSPOUT NOZZLE,WATTS RD-940 ORAPPROVED EQUAL.
2" ST OVERFLOWPIPING DOWN TO 18"ABOVE ADJACENTROOF LEVEL
PROVIDE AIR GAP FITTING ATCONNECTION TO EXISTING
(E) 6" ST PIPING DN
EXISTING SUMP PUMP TO BE REMOVED. REMOVE ASSOCIATED PIPING TOPOINT OF DISCONNECTION SHOWN. CAP EXISTING PIPING TO REMAIN.COORDINATE FOR DISCONNECTION OF ELECTRICAL SERVICE BY DIVISION 26.
PROVIDE SIMPLEX SUMP PUMP AS INDICATED IN SUMP PROVIDED BY G.C.,INSTALL PER DETAIL ON SHEET P-001 AND MANUFACTURER'SRECOMMENDATION. COORDINATE WITH GENERAL CONTRACTOR FORINSTALLATION OF NEW SUMP BASIN AS REQUIRED. COORDINATE FORCONNECTION OF ELECTRICAL SERVICE BY DIVISION 26.
G.C. TO REMOVE, STORE SAFELY AND RE-INSTALL PORTION OF EXISTING ACTCEILING AS REQUIRED FOR INSTALLATION OF PIPING. COORDINATE EXTENT OFCEILING REMOVALS REQUIRED.
1
2
3
REFER TO P-001 FOR PLUMBING LEGEND, ABBREVIATIONS, AND GENERALPROJECT NOTES.DEMOLITION PLAN: UNLESS OTHERWISE NOTED, MECHANICAL/PLUMBINGITEMS SHOWN HEAVY DASHED ( ) SHALL BE DEMOLISHED ANDMECHANICAL/PLUMBING ITEMS SHOWN LIGHT SOLID ( ) SHALL BEEXISTING TO REMAIN.
INSTALLATION PLAN: UNLESS OTHERWISE NOTED, MECHANICAL/PLUMBINGITEMS SHOWN HEAVY SOLID ( ) SHALL BE NEW ANDMECHANICAL/PLUMBING ITEMS SHOWN LIGHT SOLID ( ) SHALL BEEXISTING TO REMAIN.The design concepts, construction drawings and details presented herein are the sole property of Architectural Resources, P.C.Any reproduction or other use of this information without the written consent of Architectural Resources, P.C. is expressly prohibited. All rights reserved. Copyright Architectural Resources, P.C.1 3 4 5
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Client No:
Drawn by:
Sheet No:
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Revisions
Seal
3/12/2020 4:59:34 PMP:\00 JSE PROJECTS\2019\276-19 Cornell-Uris Hall Elevator\1-Active Drawings\3-MPE\P-401.dwg564.15
Bid Submission
12.01.2020Cornell University Uris HallElevator Modernization109 Tower RdIthaca, New York 14853No. Description Date
Spring Line Design
73 Troy RoadEast Greenbush, NY 12061
518-487-4755518-670-0122 fax
Jade Stone Engineering
444 Van Duzee StreetWatertown, NY 13601
315-836-4062
Delta Engineers, Architects,& Land Surveyors
860 Hooper RoadEndwell, NY 13760
607-231-6600
Enlarged Floor Plans
P-401
JFE
UP
UP
SCALE:
KEY PLAN
NTS SUB-BASEMENT
SCALE:
KEY PLAN
NTS PENTHOUSE
NEFWO YEOTRATKSEDREICRKF
ES
DEI
CMKAJ
AIR DEVICES
12"x12" S1XXX CFM
SANITARY TRAP
PIPE REDUCER
WEIGHTED CHECK VALVE
CHECK VALVE
CAP OR PLUG
BOTTOM CONNECTION
TOP CONNECTION
FLEXIBLE PIPE CONNECTOR
GLOBE VALVE
SHUT OFF VALVE
PIPE RISE
PIPE DROP
UNION
BALANCING VALVE
PUMP
RELIEF VALVE
Y STRAINER
MANUAL AIR VENT
PRESSURE GAGE
THERMOMETER
THREE WAY VALVE
TWO WAY VALVE @ AT
AAD AUTOMATIC AIR DAMPER
ABV ABOVE
AFF ABOVE FINISHED FLOOR
BDD BACKDRAFT DAMPER
BHP BRAKE HORSEPOWER
BTU/HR BRITISH THERMAL UNITS PER HOUR
CFM CUBIC FEET PER MINUTECH CHILLED WATERCONV CONVECTOR
DIA, ∅DIAMETER
DN DOWN
(E) EXISTINGEA EXHAUST AIR
EAT ENTERING AIR TEMPERATURE
EF EXHAUST FAN
EFF EFFICIENCYESP EXTERNAL STATIC PRESSUREEXH EXHAUST
°F DEGREES FAHRENHEIT
FC FLEXIBLE CONNECTION
FD FLOOR DRAINFLA FULL LOAD AMPSFO FUEL OIL
FOP FUEL OIL PUMP
FPM FEET PER MINUTE
FTR FIN TUBE RADIATOR
HP HORSEPOWERHZ HERTZ
IN," INCH, INCHES
LAT LEAVING AIR TEMPERATURE
MBH THOUSAND BRITISH THERMAL UNITS
PER HOUR
MCA MINIMUM CIRCUIT AMPSMOP MAXIMUM OVERCURRENT PROTECTION
NO NUMBER
OA OUTDOOR AIR
% PERCENTPH PHASE
PSI POUNDS PER SQUARE INCH
RM ROOM
RPM REVOLUTIONS PER MINUTERX REMOVE EXISTING
SA SUPPLY AIR
SF SUPPLY FAN
SP STATIC PRESSURE
SPEC SPECIFICATIONSQ SQUARE
SQ FT SQUARE FOOT
ΔT TEMPERATURE DROP
TEMP, T TEMPERATUIRE
TSP TOTAL STATIC PRESSURETYP TYPICAL
V VENT, VOLTS
VD VOLUME DAMPER
VEL VELOCITY
W/ WITHWG WATER GAUGE
EQUIPMENT
PUMP
BOILER DESIGNATION
P-
B-
DRAWING
DRAWING NORTH ARROW
SECTION REFERENCE:
FINNED TUBE RADIATIONFTR-
AS-AIR SEPARATOR
EXT-EXPANSION TANK
X-XXX
X GENERAL NOTESABBREVIATIONSDESIGNATIONSPIPING SYMBOLSAIR DEVICE DESIGNATOR (S/R/E)
AIR FLOW (TO BE BALANCED)
NECK SIZE
1. WORK SHALL CONFORM TO THE CONTRACT DRAWINGS, SPECIFICATIONS, THE LATEST APPLICABLE CODE OF THE AUTHORITY HAVING JURISDICTION,AND APPLICABLE RULES, REGULATIONS, LAWS, AND ORDINANCES OF FEDERAL AND LOCAL AUTHORITIES.
2. THE SCOPE OF WORK INDICATED IN THESE DOCUMENTS SHALL INCLUDE MECHANICAL AND ELECTRICAL SYSTEMS, FULLY ADJUSTED, TESTED ANDREADY TO USE. PROVIDE ITEMS NECESSARY TO COMPLETE THE SYSTEMS SUCH AS CUTTING, AND PATCHING ROOFING, CARPENTRY ETC. EXAMINEWORK INDICATED FOR TRADES IN ORDER TO DETERMINE THE EXTENT OF THE WORK REQUIRED TO BE COMPLETED.
3. IT IS THE INTENTION OF THESE DRAWINGS TO CALL FOR FINISHED WORK, TESTED AND READY FOR OPERATION. WHEREVER THE WORD "PROVIDE" ISUSED, IT SHALL MEAN "FURNISH AND INSTALL COMPLETE, TESTED, AND READY FOR USE."
4. THE DRAWINGS ARE DIAGRAMMATIC AND DO NOT SHOW EVERY COMPONENT AND/OR ACCESSORY REQUIRED FOR A COMPLETE INSTALLATION.ADDITIONAL DETAILS REQUIRED FOR A COMPLETE INSTALLATION AND NOT SHOWN ON THE DRAWINGS ARE REQUIRED TO BE DEVELOPED BY THECONTRACTOR. THE CONTRACTOR SHALL PROVIDE ITEMS NECESSARY FOR A PROPERLY WORKING SYSTEM IN COMPLIANCE WITH ACCEPTEDINDUSTRY STANDARDS AND MANUFACTURER'S RECOMMENDATIONS.
5. PRIOR TO BID, THE CONTRACTOR MAY VISIT THE SITE AND IDENTIFY ITEMS THAT MAY AFFECT THEIR BID. FAILURE OF THE CONTRACTOR TO VISITTHE SITE TO UNDERSTAND THE COMPLEXITY OF THE PROJECT SHALL NOT ALLOW THE CONTRACTOR TO SUBMIT CONTRACT CHANGES RELATED TOSITE FACILITY CONDITIONS. PRIOR TO THE INSTALLATION, FABRICATION, REMOVAL, OR RELOCATION OF ANY WORK, THE CONTRACTORS SHALLREVIEW THE ACTUAL CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED AND SHALL COORDINATE WORK WITH THE PLANS, EXISTINGEQUIPMENT AND SYSTEMS, BUILDING STRUCTURE AND WORK OF OTHER TRADES. WHERE CONFLICTS OCCUR, OR IF CONNECTIONS THERETO CANNOT BE MADE, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER PRIOR TO MATERIAL FABRICATION OR INSTALLATION.
6. WHERE THE WORK OF VARIOUS TRADES WILL BE INSTALLED IN CLOSE PROXIMITY TO ONE ANOTHER OR WHERE THERE IS EVIDENCE THAT THE WORKOF ONE TRADE WILL INTERFERE WITH WORK OF OTHER, THE CONTRACTOR SHALL WORK OUT SPACE CONDITIONS TO MAKE A SATISFACTORYADJUSTMENT. IF THE CONTRACTOR ALLOWS ONE TRADE TO INSTALL HIS WORK BEFORE COORDINATING WITH WORK OF OTHER TRADES THECONTRACTOR SHALL MAKE NECESSARY CHANGES TO CORRECT THE CONDITIONS IN A MANNER ACCEPTABLE TO THE OWNER AND BEAR THE COSTOF SUCH CORRECTIONS. MAINTENANCE ACCESS TO EXISTING AND NEW SYSTEMS AND EQUIPMENT SHALL NOT BE COMPROMISED.
7. THE CONTRACTOR SHALL LOCATE EQUIPMENT WHICH MUST BE SERVICED, OPERATED, OR MAINTAINED IN FULLY ACCESSIBLE POSITION. EQUIPMENTSHALL INCLUDE, BUT NOT BE LIMITED TO, VALVES, MOTORS, CONTROLLERS, DRAIN PANS, ETC. IF REQUIRED FOR ACCESSIBILITY, FURNISH ACCESSDOORS FOR THE PURPOSE. MINOR DEVIATIONS FROM DRAWINGS MAY BE MADE TO ALLOW FOR BETTER ACCESSIBILITY AND ANY CHANGES FORTHAT PURPOSE SHOULD BE PRE-APPROVED BY THE ENGINEER.
8. WORK IN OCCUPIED SPACE SHALL BE COORDINATED WITH THE OWNER, SCHEDULED IN ADVANCE AND ARRANGE TO MINIMIZE DISRUPTION TO THEOWNERS OPERATION.
9. THE CONTRACTOR SHALL LEAVE THE ENTIRE MECHANICAL SYSTEM INSTALLED UNDER THIS CONTRACT IN PROPER WORKING ORDER AND SHALL,WITHOUT CHARGE, REPLACE ANY WORK OR MATERIALS WHICH DEVELOP DEFECTS, WITHIN ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE.
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR, AND SHALL INCUR FINANCIAL RESPONSIBILITIES FOR, ANY DAMAGES CAUSED BY OR RESULTINGFROM DEFECTS IN HIS WORK.
11. PRIOR TO THE BEGINNING OF WORK, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND SUBMITTALS OF EQUIPMENT FOR REVIEW BY THEENGINEER. ADDITIONALLY, THE CONTRACTOR SHALL FURNISH A DRAWING SHOWING THE DIMENSIONED LOCATION AND SIZE OF PENETRATIONSFOR ENGINEER'S APPROVAL.
12. CONTRACTOR SHALL COORDINATE FINAL LOCATIONS AND HEIGHTS OF THERMOSTATS WITH OWNER PRIOR TO INSTALLATION. CONTRACTORSHALL ADHERE TO ADA REQUIREMENTS AND SHALL NOT MOUNT THERMOSTATS GREATER THAN 48 INCHES OFF FINISHED FLOOR AND NO LESSTHAN 15 INCHES ABOVE FINISHED FLOOR.
13. WHEREVER PIPES, CONDUITS, OR OTHER ITEMS PASS THROUGH FIRE RATED WALLS AND FLOORS, THE SPACE BETWEEN THE ITEM AND THE MASONRYOR THE SPACE BETWEEN THE ITEM AND THE SLEEVE SHALL BE ADEQUATELY FIRE STOPPED WITH A NON COMBUSTIBLE, NON MELTING UL LISTEDSYSTEM IN ACCORDANCE WITH NFPA STANDARDS AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS.
14. OPENINGS RESULTING FROM DEMOLITION SHALL BE CLOSED, SEALED AND FINISHED TO MATCH EXISTING AND TO MAINTAIN FIRE RATINGS.IMMEDIATELY FOR FIRE SEPARATIONS AND TEMPORARILY FOR OPENINGS TO MAINTAIN FIRE SEPARATION.
15. PROVIDE REPAIR OR REPLACEMENT OF WALLS, CEILINGS, FLOORS, ROOFS ETC. REQUIRED FOR DEMOLITION OR NEW WORK, REPAIR ORREPLACEMENT TO MATCH EXISTING & ADJACENT FINISHES. CONTRACTOR SHALL PATCH AND FINISH DAMAGED AREA TO NEAREST WALL CORNER.
16. FINISHES DAMAGED DURING THE PROJECT SHALL BE REPAIRED TO MATCH EXISTING.
17. WORK SHALL BE PERFORMED IN ACCORDANCE WITH NFPA 70, THE NATIONAL ELECTRICAL CODE, THE NATIONAL ELECTRICAL SAFETY CODE,INTERNATIONAL MECHANICAL CODE, OSHA AND NATIONAL SAFETY CODE REQUIREMENTS.
18. SHOULD ANY OUTAGES BE REQUIRED IN THE COURSE OF THIS PROJECT, THE CONTRACTOR SHALL COORDINATE SUCH OUTAGES WITH THE PROJECTMANAGER OR DESIGNATED REPRESENTATIVE, SCHEDULING ANY OUTAGES DURING THE NON WORKING HOURS, SO AS NOT TO EFFECT FACILITYOPERATIONS, 72 HOURS NOTICE WILL BE REQUIRED PRIOR TO ANY OUTAGE. NO OUTAGE MAY BE EXECUTED PRIOR TO APPROVAL OF THE OWNER'SDESIGNATED REPRESENTATIVE AND THE FACILITY MANAGER.
19. ALL ROOF WORK SHALL BE PERFORMED BY A CERTIFIED ROOF INSPECTOR. ROOF OPENINGS BEING REUSED SHALL BE CAPPED UNTIL REPLACEMENTEQUIPMENT IS INSTALLED.
20. DUCT DIMENSIONS SHOWN ON DRAWINGS ARE SHOWN AS "SIDE SEEN" X "SIDE NOT SEEN" AND INDICATE CLEAR INSIDE DIMENSIONS. ROUNDDUCT MAY BE SUBSTITUTED FOR RECTANGULAR DUCT, AS APPROVED, PROVIDING CROSS-SECTIONAL AREA IS MAINTAINED. SUBSTITUTE SIZESACCORDING TO THE TABLE OF EQUIVALENT RECTANGULAR DUCT DIMENSIONS, ASHRAE HANDBOOK OF FUNDAMENTALS. FIELD VERIFY CLEARANCEFOR ROUND DUCT IN LIEU OF RECTANGULAR.
21. COORDINATE WALL AND ROOF PENETRATIONS WITH THE GENERAL CONTRACTOR.
22. PRESSURE TEST THE ENTIRE HEATING SYSTEM PIPING AND EQUIPMENT BEFORE FILLING WITH WATER. PRESSURE TEST CONSISTS OF FILLING THESYSTEM WITH AIR AND PRESSURIZING SYSTEM TO 60 PSI. TEST SHALL PASS WHEN THERE IS NO CHANGE IN PRESSURE UNDER STABLE TEMPERATURECONDITIONS OVER A 24 HOUR PERIOD.
23. ANY WORK BEING PERFORMED REQUIRING A SHUTDOWN OF ANY PORTION OF THE BUILDING OR ONE OF ITS SYSTEMS, I.E, STAIRWELLS, CORRIDORS,ELECTRICAL, MECHANICAL, FIRE ALARM, ETC, ARE TO BE COORDINATED WITH, AND APPROVED IN ADVANCE BY, THE FACILITY PRIOR TO BEING SHUTDOWN. ALL REQUESTS ARE TO BE IN WRITING AND ALLOW FOR ADEQUATE TIME FOR THE FACILITY TO REVIEW THE IMPACT AND DURATION ASSOCIATED WITH THE SHUTDOWN.
DESCRIPTIONSYMBOL
SD
FD
XXX
∅
THERMOSTAT OR TEMPERATURE SENSOR
AIR FLOW
AUTOMATIC AIR VENT
PRESSURE/TEMPERATURE PLUG
PRESSURE GAUGE w/GAUGE COCK
THERMOMETER
SMOKE DETECTOR
AIR MONITORING DEVICE
SUPPLY AIR DIFFUSER
RETURN AIR GRILLE
EXHAUST AIR GRILLE
FIRE DAMPER
SMOKE DAMPER
MANUAL VOLUME DAMPER
SQUARE TO ROUND DUCT TRANSITION
FLEXIBLE CONNECTION
DUCTWORK SOUND LINING, 1"THICK
ACCESS DOOR
MOTOR OPERATED DAMPER
DUCT TRANSITION
RECTANGULAR BRANCH TAKE-OFF
BELL MOUTH BRANCH TAKE-OFF
ROUND BRANCH TAKE-OFF
CIRCULAR AIR DIFFUSER
CIRCULAR DUCT DROP OFF BOTTOM
SUPPLY AIR DEVICE WITH 2'x2' LAY-IN PANEL
RETURN AIR DEVICE WITH 2'x2' LAY-IN PANEL
SUPPLY/OUTSIDE AIR DUCT RISER
RETURN AIR DUCT RISER
EXHAUST/RELIEF AIR DUCT RISER
ELBOW w/ DOUBLE THICKNESS TURNING VANES
ROUND DUCT RISER
DIAMETER
CONTROL DEVICE
POINT OF CONNECTION, NEW TO EXISTING
POINT OF DISCONNECTION FROM EXISTING
SD
AD
SD
FD
SD
T
FLEXIBLE DUCTWORK
PU POINT OF USE SWITCHMECHANICAL LEGENDFSDFSD FIRE SMOKE DAMPER
REVERSE-ACTING (COOLING) THERMOSTAT OR SENSORT
DUCT SMOKE DETECTORDSD
R
The design concepts, construction drawings and details presented herein are the sole property of Architectural Resources, P.C.Any reproduction or other use of this information without the written consent of Architectural Resources, P.C. is expressly prohibited. All rights reserved. Copyright Architectural Resources, P.C.1 3 4 5
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3/12/2020 4:59:34 PMP:\00 JSE PROJECTS\2019\276-19 Cornell-Uris Hall Elevator\1-Active Drawings\3-MPE\M-001.dwg564.15
Bid Submission
12.01.2020Cornell University Uris HallElevator Modernization109 Tower RdIthaca, New York 14853No. Description Date
Spring Line Design
73 Troy RoadEast Greenbush, NY 12061
518-487-4755518-670-0122 fax
Jade Stone Engineering
444 Van Duzee StreetWatertown, NY 13601
315-836-4062
Delta Engineers, Architects,& Land Surveyors
860 Hooper RoadEndwell, NY 13760
607-231-6600
General Notes,
Abbreviations and
Symbols
M-001
JFE
NEFWO YEOTRATKSEDREICRKF ES
DEI
CMKAJ
SHEET KEY NOTES:
COORDINATE WITH GENERAL CONTRACTOR FOR NEW ROOF OPENING.
BASE BID: EXISTING EXHAUST FAN AND ASSOCIATED DUCTWORK TO REMAININ ORIGONAL LOCATION. ALTERNATE 1: EXISTING EXHAUST FAN, TWIN CITYMODEL 330 BCV, DISCHARGE DUCTWORK, SUPPORTS AND ALL ACCESSORIESTO BE RELOCATED AS INDICATED.
BASE BID: RELOCATE EXISTING EXHAUST FAN TO LOCATION INDICATED.ALTERNATE 1: PROVIDE REPLACEMENT OF EXISTING EXHAUST FAN ININDICATED LOCATION AS INDICATED.
BASE BID: EXISTING EXHAUST FAN TO REMAIN. ALTERNATE 1: PROVIDEREPLACEMENT EXHAUST FAN AS INDICATED. PROVIDE CURB ADAPTOR TOEXISTING 38"x38" ROOF CURB.
PROVIDE DUCTLESS SPLIT SYSTEM AS INDICATED. INSTALL OUTDOOR UNITON ROOF EQUIPMENT RAILS ON ROOF PER MANUFACTURER'SRECOMMENDATIONS. INSTALL INDOOR UNIT HIGH ON WALL PERMANUFACTURER'S RECOMMENDATIONS. PROVIDE REFRIGERANT PIPINGBETWEEN INDOOR AND OUTDOOR UNIT SIZED PER MANUFACTURER'SRECOMMENDATIONS. ROUTE CONDENSATE PIPING FROM INDOOR UNITALONG PATH OF REFRIGERANT PIPING, DISCHARGE TO EXTERIOR OFPENTHOUSE 18" ABOVE ROOF HEIGHT.
PROVIDE UNIT HEATER AS INDICATED. INSTALL PER MANUFACTURER'SRECOMMENDATIONS AND DETAIL ON SHEET M-501 TO MAINTAIN AMINIMUM 7'-0" AFF CLEARANCE.
SUPPORT DUCTWORK VIA ROOF MOUNTED EQUIPMENT RAILS. INSTALL PERMANUFACTURER'S RECOMMENDATIONS.
1
2
3
4
5
6
7
GENERAL SHEET NOTES:
1. REFER TO M001 FOR MECHANICAL LEGENDS, ABBREVIATIONS AND GENERALPROJECT NOTES.2.UNLESS OTHERWISE NOTED, MECHANICAL/PLUMBING ITEMS SHOWN HEAVYSOLID ( ) SHALL BE NEW AND MECHANICAL/PLUMBING ITEMS SHOWNLIGHT SOLID ( ) SHALL BE EXISTING TO REMAIN.
SCALE:
Enlarged Fourth Floor Plan
1/4"=1'-0"M-4011
(E) EXHAUST DUCT UPTHROUGH ROOF TOREMAIN
(E) 20x16 EXHAUSTDUCT UP THROUGHROOF TO REMAIN
(E) 66x26 SUPPLYDUCT TO REMAIN
(E) 14x14 EXHAUSTDUCT UP THROUGHROOF TO REMAIN
(E) 16x14 EXHAUSTDUCT UP THROUGHROOF TO REMAIN
(E) EXHAUST DUCTUP THROUGH ROOFTO REMAIN
(E) EXHAUST DUCTUP THROUGH ROOFTO REMAIN
(E) 56x18 SUPPLYDUCT TO REMAIN
(E) 36x24 SUPPLYDUCT TO REMAIN
(E) 36x24 SUPPLYDUCT TO REMAIN
CONNECT TO (E)EXHAUST DUCTBELOW ROOF LEVEL.
1
UH-1
T
HWU-1
(E) RELOCATEDEXHAUST FAN
(E) EXHAUST DUCTDOWN THROUGHROOF TO REMAIN
(E) EXHAUST FANTO REMAIN
(E) EXHAUST DUCTDOWN THROUGHROOF TO REMAIN
(E) EXHAUST DUCTDOWN THROUGHROOF TO REMAIN
(E) RELOCATEDEXHAUST FAN (E) RELOCATEDEXHAUST FAN
EF-20
EF-3
3/4" HWS & HWRPIPING UP TOPENTHOUSE
EF-9
(E) RELOCATEDEXHAUST FAN
(E) RELOCATEDEXHAUST FAN
ACCU-1
(E) 2" HWS & HWRPIPING TO REMAIN
1
CAP (E) EXHAUSTDUCT BELOW ROOFLEVEL.
14"x14"
18"x18"
12"x12"
30"x48"
36"x36"
14"x14"
4
2
2
3
3
5
6
7
The design concepts, construction drawings and details presented herein are the sole property of Architectural Resources, P.C.Any reproduction or other use of this information without the written consent of Architectural Resources, P.C. is expressly prohibited. All rights reserved. Copyright Architectural Resources, P.C.1 3 4 5
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Drawn by:
Sheet No:
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Revisions
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3/12/2020 4:59:34 PMP:\00 JSE PROJECTS\2019\276-19 Cornell-Uris Hall Elevator\1-Active Drawings\3-MPE\M-401.dwg564.15
Bid Submission
12.01.2020Cornell University Uris HallElevator Modernization109 Tower RdIthaca, New York 14853No. Description Date
Spring Line Design
73 Troy RoadEast Greenbush, NY 12061
518-487-4755518-670-0122 fax
Jade Stone Engineering
444 Van Duzee StreetWatertown, NY 13601
315-836-4062
Delta Engineers, Architects,& Land Surveyors
860 Hooper RoadEndwell, NY 13760
607-231-6600
Enlarged Floor Plans
M-401
JFE
NEFWO YEOTRATKSEDREICRKF
ES
DEI
CMKAJ
ADJUSTABLE CLEVIS HANGER ADJUSTABLE ROLLER HANGER
W-SECTION BEAM
STEEL BAR JOIST
NOTES:
1. 2"x2"x1/4" ANGLE FOR STEEL JOIST DETAIL APPLIES TO MAXPANEL SPACING 6 FT, MAX PIPE SIZE 6 IN, AND MAX HANGERSPACING 12 FT, FOR GREATER DIMENSIONS CONSULTENGINEER IN WRITING.
2. TRAPEZE STYLE HANGER DETAIL APPLIES FOR UP TO (2) PIPESMAXIMUM PIPE SIZE 6 IN. FOR GREATER PIPE QUANTITIES ORSIZES CONSULT ENGINEER IN WRITING.
3. HANGER ROD LOADS NOT TO EXCEED 500 POUNDS. ADJUSTFREQUENCY OF SPACING IF NECESSARY.
TRAPEZE STYLE HANGER
BEAM CLAMP
BEAM FLANGE
HANGER ROD
HANGER ROD
LOCK NUT
SUPPORT NUT
HEAVY DUTY CLEVISHANGER
INSULATION
HIGH DENSITYINSULATION INSERT
16 GAUGE GALVANIZEDSHEET SHIELD. 12" MIN.LENGTH
BOTTOM CHORD OF JOIST
2"x2"x1/4" ANGLE EACH SIDE OFWEB MEMBERS. REST ON TOP OFBOTTOM CHORD OF JOIST
1-1/2"x3/16" BENT STRAPOVER VERTICAL LEGS OFANGLES
HANGER ROD
LOCK NUT
SUPPORT NUT
INSULATION
WELD
SADDLE
WELD
WEB MEMBER
1/2" ∅ HANGER ROD W/UNI-STRUT @ 36" OCMAX SPACING
1-5/8" 12 GAUGEUNI-STRUT OR2"x2"x1/4" ANGLE
INSULATION
METAL DRAW BAND
16 GAUGE GALVANIZED STEELSHIELD. 12" MIN LENGTH WITHHIGH DENSITY INSULATION INSERT.
SCALE:
PIPE HANGER DETAILS
NTS
AUTOMATICAIR DAMPER
EXHAUST FAN
MOTOR
VIBRATIONISOLATORSUPPORT RAIL
ROOF DECK
DUCT SUPPORTPER DETAIL
REINFORCED ROOFPENETRATION, TYP
DUCTCURB
HIGH VELOCITY STACK(SIZE FOR 3500 FPM)
FLEXIBLE CONNECTION
2-1/2 X DUCTDIAMETER, MIN.
SCALE:
ROOF-MOUNTED EXHAUST FAN DETAIL
NTS
VD
BRANCH
VOLUME DAMPER
ELBOW WITH DOUBLETHICKNESS TURNINGVANES.45°L = 1/4xW OR 4" MIN.
W
VOLUMEDAMPER
STANDARD RECTANGULAR DUCT BRANCH TAKE-OFF
(BRANCH FLOWLESS THAN 25% OF MAIN FLOW)
STANDARD RECTANGULARBRANCH TAKE-OFF
(BRANCH FLOW LESS THAN 25% OF MAIN FLOW)
MAINWY
YL
15° MAXIMUM BOTH SIDES
BELL MOUTH CONNECTION WHEREHEIGHT OF MAIN DUCT PERMITS
90° RECTANGULAR TO ROUNDBOOT CONNECTION
MANUAL VOLUME DAMPER, TYP.
STANDARD RECTANGULAR BOOTWITH RECTANGULAR-TO-ROUNDTRANSITION
45° RECTANGULAR TO ROUNDBOOT CONNECTION
ALTERNATE RECTANGULAR-TO-ROUND DUCT BRANCH CONNECTIONS 45°(BRANCH FLOW LESS THAN 25% OF MAIN FLOW)
SCALE:
DUCTWORK DETAILS
NTS
S-TYPE SLIP CONNECTION
10 GA STEEL SLEEVE
DAMPER
WALL/FLOOR
1-1/1" x 1-1/2" x 10 GA STEELANGLE ALL AROUND.OVERLAP OPENING BY 1" MIN.
SECURE RETAINING ANGLES TOSLEEVE AND DAMPER TO SLEEVEWITH NO. 10 SHEET METALSCREWS, SPACED AT 8" OC.
12"x12" HINGED ACCESS DOORWITH CAM LOCK ANDNEOPRENE GASKET. PROVIDEREMOVABLE DUCT SECTION FORDUCT SIZES SMALLER THAN 14"
NOTE: CONFIRM THAT THIS DETAIL IS IN COMPLETE COMPLIANCE WITHMANUFACTURER'S DETAIL FOR SPECIFIC DAMPER FURNISHED.
SCALE:
FIRE DAMPER DETAIL
NTS
NOTE:1. SUSPEND UNIT DEAD LEVEL BOTH VERTICALLY & HORIZONTALLY.2. SUSPEND UNIT HEATER SO THAT IT MAY BE EASILY DISCONNECTED &REMOVED FOR SERVICE.3. PROVIDE FOR EXPANSION IN RUNOUT.4. DO NOT ALLOW PIPING TO EXTEND BELOW CASING.5. ADJUST SUPPORT RODS SO THAT UNIT DOES NOT REST ON PIPING.6. ADJUST PIPE HANGERS SO THAT PIPING DOES NOT REST ON UNIT HEATER.
ALL THREADED ROD TOSTRUCTURE. SIZE PERMANUFACTURER'SRECOMMENDATIONS.
UNION
DRAIN VALVE WITHHOSE BIB AND CAP
MANUAL AIR VENT
HWS
HWR
SCALE:
HYDRONIC UNIT HEATER PIPING DETAIL
NTS
ROOF DECK
AUTOMATICAIR DAMPER
PROVIDE GASKETINGBETWEEN DUCT & CURB.
CURB FURNISHED BYMECHANICALCONTRACTOR. CURB,CANT STRIP, &FLASHING INSTALLEDBY GC.
ROOF OPENING & ANGLEFRAMING BY GC.
ACCESS DOOR 12"x8" MIN.
SCALE:
DUCT ROOF PENETRATION DETAIL
NTS
EXHAUST FAN SCHEDULE
UNITTAG SERVICE ARRANGEMENT DRIVE CFM
SP(IN WG)FANRPM MAXSONES
ROOFOPENINGSIZE
ELECTRICAL BASIS OF DESIGNMANUFACTURER BASIS OF DESIGNMODEL NUMBER REMARKSHP(W)VOLTS PHASE
EF-3 BASEMENT UTILITY BELT 10000 1.0 934 - -5 208 3 LOREN COOK 270 CPAA
EF-9 MEN'S RESTROOM DOWNBLAST BELT 3460 0.5 906 12.2 24x24 3/4 208 3 LOREN COOK 195 ACEB
EF-20 FUME HOOD UTILITY BELT 1300 1 1802 - -1/2 120 1 LOREN COOK 270 CPAA
PROVIDE WITH STARTER AND DISCONNECT, FAN SHALL BE ENABLED BY EXISTING BUILDINGS MANAGEMENT SYSTEM LOCAL CONTROLLER
1
1
1
1
CURB FURNISHED BY MECHANICALCONTRACTOR. CURB, CANT STRIP, &FLASHING INSTALLED BY GC.
ACCESS DOOR 12"x8" MIN.
SCALE:
EXHAUST FAN WITH BDD DETAILROOF-MOUNTED
NTS
FASTEN FAN TO CURB WITH 1/4" LAGBOLTS MIN. (2) EA SIDE. PROVIDEGASKETING BETWEEN VENT & CURB.
PRE HOOD WITH BIRD SCREEN
ROOF DECK
ROOF OPENING & ANGLE FRAMINGBY GC.
WATER TIGHT DUCT PLENUM SIZE AS SHOWN ONPLANS. LENGTH AS REQUIRED TOACCOMMODATE BRANCH DUCT ELEVATION.
EXHAUSE DUCT SIZE ASSHOWN ON PLANS
AUTOMATIC AIR DAMPER
UNIT HEATER SCHEDULE
UNITTAG MOUNTINGARRANGEMENT MBH SUPPLYCFM EWT(°F)LWT(°F)GPM ELECTRICAL BASIS OF DESIGNMANUFACTURER BASIS OF DESIGNMODEL NUMBER REMARKSVOLTS PHASE W
UH-1 SUSPENDED 8 245 180 160 1 120 1 - STERLING HS-108A
INSTALL PER MANUFACTURERS RECOMMENDATIONS.
1
1
SPLIT SYSTEM SCHEDULE (RATED FOR -22°F)
INDOOR UNIT OUTDOOR UNIT
UNITTAG LOCATION ARRANGEMENT
TOTALCOOLING(MBH)
HEATINGCAPACITY(MBH)
ESP(IN.W.G.)
SUPPLYCFMHIGH/LOW
ELECTRICAL UNITTAG LOCATION SEER
TOTALCOOLING(MBH)
ELECTRICAL BASIS OF DESIGNMANUFACTURER BASIS OF DESIGNMODEL NUMBER REMARKSVOLTS PHASE MCA VOLTS PHASE MCA
HWU-1 MACH. RM HIGH WALL UNIT 24 32 -700/575 208 1 1 ACCU-1 OUTSIDE 19.5 24 208 1 24 LENNOX M33A SERIES
PROVIDE WITH LOW AMBIENT OPERATION DOWN TO 0°F. PROVIDE WITH INTERNAL CONDENSATE LIFT PUMP.
1
1
The design concepts, construction drawings and details presented herein are the sole property of Architectural Resources, P.C.Any reproduction or other use of this information without the written consent of Architectural Resources, P.C. is expressly prohibited. All rights reserved. Copyright Architectural Resources, P.C.1 3 4 5
1 3 4 5
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Client No:
Drawn by:
Sheet No:
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3/12/2020 4:59:34 PMP:\00 JSE PROJECTS\2019\276-19 Cornell-Uris Hall Elevator\1-Active Drawings\3-MPE\M-501.dwg564.15
Bid Submission
12.01.2020Cornell University Uris HallElevator Modernization109 Tower RdIthaca, New York 14853No. Description Date
Spring Line Design
73 Troy RoadEast Greenbush, NY 12061
518-487-4755518-670-0122 fax
Jade Stone Engineering
444 Van Duzee StreetWatertown, NY 13601
315-836-4062
Delta Engineers, Architects,& Land Surveyors
860 Hooper RoadEndwell, NY 13760
607-231-6600
Details and
Schedules
M-501
JFE
NEFWO YEOTRATKSEDREICRKF
ES
DEI
CMKAJ
SCALE:
Roof Demo Plan
1/4"=1'-0"MD-1013 ROOF
SCALE:
Enlarged Fourth Floor Demo Plan
1/4"=1'-0"MD-1012
UP
SCALE:
Enlarged Sub-Basement Demo Plan
1/4"=1'-0"MD-1011
ELEVATOR MACHINE ROOM
1(E) EXHAUST FANTO REMAIN (E) EXHAUST FANTO BE RELOCATED
(E) EXHAUST FAN
(E) EXHAUST FANTO BE RELOCATED
(E) EXHAUST FAN TO BEREMOVED
(E) EXHAUST FAN
(E) 18x12SUPPLY DUCTTO REMAIN
(E) 86x50 DUCTTO REMAIN
T
(E) 18x12 RETURNDUCT BELOW TOREMAIN
18"Ⱦ
16x12
12x12
SCALE:
Reference Photo - No. 1
NTS
(E) EXHAUSTFAN TO REMAIN
(E) EXHAUST FANTO BE RELOCATED
(E) EXHAUST FAN
SCALE:
Reference Photo - No. 2
NTS
(E) EXHAUST FAN
(E) EXHAUST FANTO BE RELOCATED
2
3
SCALE:
Reference Photo - No. 3
NTS
(E) EXHAUST FANTO BE RELOCATED
(E) EXHAUST DUCTDOWN THROUGHROOF TO REMAIN
(E) EXHAUST DUCT UPTHROUGH ROOF TOREMAIN
(E) EXHAUST DUCTDOWN THROUGHROOF TO REMAIN
(E) 20x16 EXHAUSTDUCT UP THROUGHROOF TO REMAIN
(E) 66x26 SUPPLYDUCT TO REMAIN
(E) 14x14 EXHAUSTDUCT UP THROUGHROOF TO REMAIN
(E) 16x14 EXHAUSTDUCT UP THROUGHROOF TO REMAIN
(E) EXHAUST DUCTUP THROUGH ROOFTO REMAIN
(E) EXHAUST DUCT TOBE REMOVED TOBELOW ROOF LEVEL
(E) EXHAUST DUCTUP THROUGH ROOFTO REMAIN
(E) 56x18 SUPPLYDUCT TO REMAIN
(E) 36x24 SUPPLYDUCT TO REMAIN
(E) 36x24 SUPPLYDUCT TO REMAIN
(E) EXHAUST DUCTTO BE REMOVED TOBELOW ROOF LEVEL.
1
2
3
SCALE:
Reference Photo - No. 4
NTS
(E) EXHAUST FAN
(E) EXHAUST FAN
(E) 42"X36" EXHAUSTDUCT ON ROOF
(E) EXHAUSTFAN
4
(E) EXHAUST FAN (E) EXHAUSTFAN
4
4
5
8
5
6
7
7
SHEET KEY NOTES:
EXISTING EXHAUST FAN, LOREN COOK MODEL 180 CPAA, DISCHARGEDUCTWORK, SUPPORTS AND ALL ACCESSORIES TO BE RELOCATED.
EXISTING EXHAUST FAN, TWIN CITY MODEL 182 BCV, DISCHARGE DUCTWORK,SUPPORTS AND ALL ACCESSORIES TO BE RELOCATED. VERIFY AIR FLOWPRIOR TO RELOCATING EQUIPMENT. UPON COMPLETION OF RELOCATION,VERIFY THE AIRFLOW TO ENSURE NO CHANGE IN AIRFLOW HAS OCCURRED.RE-BALANCE IF DISCREPANCY IN READINGS.
EXISTING EXHAUST FAN, TWIN CITY MODEL 270 CPS, DISCHARGE DUCTWORK,SUPPORTS AND ALL ACCESSORIES TO BE RELOCATED. VERIFY AIR FLOWPRIOR TO RELOCATING EQUIPMENT. UPON COMPLETION OF RELOCATION,VERIFY THE AIRFLOW TO ENSURE NO CHANGE IN AIRFLOW HAS OCCURRED.RE-BALANCE IF DISCREPANCY IN READINGS.
BASE BID: EXISTING EXHAUST FAN AND ASSOCIATED DUCTWORK TO REMAIN.ALTERNATE 1: EXISTING EXHAUST FAN, TWIN CITY MODEL 330 BCV,DISCHARGE DUCTWORK, SUPPORTS AND ALL ACCESSORIES TO BERELOCATED.
BASE BID: RELOCATE EXISTING EXHAUST FAN TO LOCATION INDICATED ONM-401. VERIFY AIR FLOW PRIOR TO RELOCATING EQUIPMENT. UPONCOMPLETION OF RELOCATION, VERIFY THE AIRFLOW TO ENSURE NOCHANGE IN AIRFLOW HAS OCCURRED. RE-BALANCE IF DISCREPANCY INREADINGS. ALTERNATE 1: PROVIDE REPLACEMENT OF EXISTING EXHAUST FANAS INDICATED ON M-401.
BASE BID: EXISTING EXHAUST FAN TO REMAIN. ALTERNATE 1: PROVIDEREPLACEMENT EXHAUST FAN AS INDICATED ON M-401.
RE-BALANCE EXISTING SUPPLY/RETURN AIRFLOW TO ROOM TO 200 CFM.
EXISTING ABANDONED EXHAUST FAN TO BE REMOVED. REMOVE ASSOCIATEDDUCTWORK BELOW ROOF LEVEL AND CAP.
1
2
3
4
5
6
7
8
GENERAL SHEET NOTES:
1. REFER TO M001 FOR MECHANICAL LEGENDS, ABBREVIATIONS AND GENERALPROJECT NOTES.2.UNLESS OTHERWISE NOTED, MECHANICAL/PLUMBING ITEMS SHOWN HEAVYDASHED ( ) SHALL BE DEMOLISHED AND MECHANICAL/PLUMBING ITEMSSHOWN LIGHT SOLID ( ) SHALL BE EXISTING TO REMAIN.The design concepts, construction drawings and details presented herein are the sole property of Architectural Resources, P.C.Any reproduction or other use of this information without the written consent of Architectural Resources, P.C. is expressly prohibited. All rights reserved. Copyright Architectural Resources, P.C.1 3 4 5
1 3 4 5
A
B
C
A
B
C
D D
2
2
Client No:
Drawn by:
Sheet No:
A|r Job No:
Revisions
Seal
3/12/2020 4:59:34 PMP:\00 JSE PROJECTS\2019\276-19 Cornell-Uris Hall Elevator\1-Active Drawings\3-MPE\MD-101.dwg564.15
Bid Submission
12.01.2020Cornell University Uris HallElevator Modernization109 Tower RdIthaca, New York 14853No. Description Date
Spring Line Design
73 Troy RoadEast Greenbush, NY 12061
518-487-4755518-670-0122 fax
Jade Stone Engineering
444 Van Duzee StreetWatertown, NY 13601
315-836-4062
Delta Engineers, Architects,& Land Surveyors
860 Hooper RoadEndwell, NY 13760
607-231-6600
Enlarged Removal
Floor Plans
MD-101
JFE
NEFWO YEOTRATKSEDREICRKF
ES
DEI
CMKAJ
TEXT ADJACENT TO RECEPTACLES INDICATES CONFIGURATION OR ACCESSORIES. REFER TO LIST BELOWFOR DEFINITIONS.
# INDICATES PANELBOARD CIRCUIT TO WHICH RECEPTACLE SHALL BE CIRCUITED. REFER TOHOMERUN FOR PANELBOARD DESIGNATION.
W EXTERIOR RECEPTACLES SUBJECT TO DAMP ENVIRONMENTS SHALL HAVEWEATHER-PROOF-IN-USE BUBBLE COVER WITH PADLOCK CAPABILITY.
G RECEPTACLE EQUIPPED WITH INTEGRAL GROUND FAULT CIRCUIT INTERRUPTER
U COMBINATION RECEPTACLE AND USB CHARGER.
1. FACEPLATE COLOR - LIGHT ALMOND, UON.2. DEVICE COLOR - LIGHT ALMOND, UON.
A AMPERESADA AMERICANS WITH DISABILITIES ACTAFF ABOVE FINISH FLOORAFG ABOVE FINISH GRADEAHJ AUTHORITY HAVING JURISDICTIONAIC AMPERE INTERRUPTING CAPACITYAL ALUMINUMATS AUTOMATIC TRANSFER SWITCHAWG AMERICAN WIRE GAUGEAXL ACROSS-THE-LINE MOTOR STARTER
BFG BELOW FINISH GRADEBLDG BUILDING
C CONDUITCB CIRCUIT BREAKERCKT CIRCUITCL CENTERLINECLF CURRENT LIMITING FUSECT CURRENT TRANSFORMERCU COPPER
DWG DRAWING
EC ELECTRICAL CONTRACTORECB ENCLOSED CIRCUIT BREAKEREF EXHAUST FANEM EMERGENCYEMT ELECTRICAL METALLIC TUBING
F FUSEFLA FULL LOAD AMPERESFMC FLEXIBLE METAL CONDUITFT FEET
GFCI,GFI GROUND-FAULT CIRCUIT INTERRUPTERGND,G GROUND OR GROUNDING
HOA HAND, OFF, AUTOMATIC SWITCH
KCMIL THOUSAND CIRCULAR MILSKVA KILOVOLT AMPERESKW KILOWATTS
LTG LIGHTINGLFMC LIQUID-TIGHT FMC
MC METAL CLAD CABLEMCB MAIN CIRCUIT BREAKERMCP MOTOR CIRCUIT PROTECTORMFR MANUFACTURERMLO MAIN LUGS ONLY
NC NORMALLY CLOSEDNEC NATIONAL ELECTRIC CODENEMA NAT'L ELECTRICAL MFR'S ASSOC.NF NON FUSEDNTS NOT TO SCALE
P POLEPH PHASEPVC POLYVINYL CHLORIDE
QTY QUANTITY
REQ'D REQUIREDRMC RIGID METAL CONDUITRTU ROOF TOP UNIT
SP SPARETYP TYPICAL
UG UNDERGROUND OR UNDERGRADEUON,UNO UNLESS OTHERWISE NOTED
V VOLT
W WIREWAP WIRELESS ACCESS POINTWP WEATHER PROOF RATED DEVICE
XFMR TRANSFORMER∆DELTAΥWYEɸ PHASE
SURFACE MTD BRANCH CIRCUIT PANELBOARD. 208/120 3PH, 4W.
L2PA-2
LP2A-1,3,5
240 VAC HEAVY DUTY NON-FUSED DISCONNECT SWITCH."AF" - INDICATES FRAME SIZE"P" - INDICATES # OF POLES
240 VAC HEAVY DUTY FUSED DISCONNECT SWITCH."AF" - INDICATES FRAME SIZE"AT" - INDICATES FUSE TRIP SIZE"P" - INDICATES # OF POLES
JUNCTION AND/OR PULL BOX
ELECTRICAL CONNECTION AS DEFINED IN MECHANICALEQUIPMENT CONNECTION SCHEDULE.
PANELBOARD WITH MAINCIRCUIT BREAKER# = 3-PHASE VOLTAGE
PANELBOARD WITH MAINLUGS ONLY# = 3-PHASE VOLTAGE
RECESSED MTD BRANCH CIRCUIT PANELBOARD. 208/120 3PH, 4W.
#
#
**NOTE**CONDUCTORS REQUIRED FOR LUMINAIRE SWITCHING ARE NOTACCOUNTED FOR ON THE PLANS USING HASH MARKS. CONTRACTORSHALL INCLUDE ANY NECESSARY CONDUCTORS REQUIRED FORSWITCHING IN BID. SWITCHING DESIGNATIONS (LOWER CASE LETTERS)ARE SHOWN TO ILLUSTRATE SWITCHING INTENT.
CIRCUIT ROUTING SHOWN ON DRAWINGS SHALL BE CONSIDEREDDIAGRAMMATIC ONLY. CONTRACTOR SHALL PROVIDE NECESSARYOFFSETS AND ROUTE FEEDERS AFTER HAVING CONSIDERED ALL FIELDOBSTACLES
FUSE
MODED CASE CIRCUIT BREAKER"AF" INDICATES AMPERE FRAME SIZE"AT" INDICATES AMPERE TRIP SETTINGS
FUSED DISCONNECT"400AF" INDICATES AMPERE SWITCH SIZE"300AT" INDICATES AMPERE FUSE SIZE
DISCONNECT SWITCH (NON-FUSED)"200A" INDICATES AMPERE SWITCH SIZE
'A' UPPER CASE LETTER INDICATES FIXTURE TYPE.
'a' LOWER CASE LETTER INDICATES SWITCH CONTROL. WHERE NO SWITCHCONTROL DESIGNATION IS PROVIDED, CONTROL SHALL BE VIA MASTERROOM SWITCH OR MASTER ROOM OCCUPANCY SENSOR (WHEREPROVIDED).
'#' INDICATES PANELBOARD CIRCUIT TO WHICH FIXTURE SHALL BE CIRCUITED.
'NL' INDICATES NIGHT LIGHT. FIXTURE SHALL NOT HAVE SWITCH CONTROL.
EXIT SIGNS SHALL BE INSTALLED 8'-6" AFF. PROVIDE PENDANTSAS REQUIRED BY ROOM CEILING/STRUCTURE HEIGHT.GENERAL ABBREVIATIONSLIGHTINGWIRING DEVICESPOWER EQUIPMENTGENERAL SCHEDULESCIRCUITING LEGENDFIRE ALARM, MASS NOTIFICATION, AND MONACO SYSTEM LEGENDFIRE ALARM PULL STATION
FIRE ALARM SMOKE DETECTOR - PHOTOELECTRIC TYPE
DUCT MOUNTED SMOKE DETECTOR"S" DENOTES - MOUNT ON SUPPLY SIDE"R" DENOTES - MOUNT ON RETURN SIDE
INITIATION DEVICES
FIRE ALARM HEAT DETECTOR - FIXED HEAD 135°F
FIRE ALARM HEAT DETECTOR - RATE OF RISE
F
**AF**AT
200A
#
#
#
#
AF/AT/P
AF/P
J
GENERAL NOTESSYMBOLS AND ABBREVIATIONS1. THIS SHEET CONTAINS SYMBOLS AND ABBREVIATIONS TYPICALLY SHOWN ON ELECTRICAL DRAWINGS AND SCHEMATICS. THIS CONTRACTDRAWING SET MAY NOT CONTAIN ALL SYMBOLS AND ABBREVIATIONS SHOWN ON THIS SHEET.
PERMITS AND INSPECTIONS1. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AND ARRANGE FOR ALL REQUIRED INSPECTIONS IN ACCORDANCE WITH STATEAND LOCAL GOVERNING AUTHORITIES.2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2014 NEC, AND STATE AND LOCAL GOVERNING REGULATIONS.3. PERFORM WORK AS REQUIRED BY CODES, REGULATIONS, LAWS OF LOCAL, STATE AND FEDERAL GOVERNMENTS, AND OTHER AUTHORITIESWITH LAWFUL JURISDICTION. ALL MATERIAL AND EQUIPMENT SHALL BE UL, NEMA, ANSI, IEEE, ADA & CBM
SCOPE1. UNLESS OTHERWISE INDICATED, PROVIDE A COMPLETE AND OPERATIONAL ELECTRICAL SYSTEM INCLUDING ALL NECESSARY MATERIAL,LABOR, AND EQUIPMENT.2. ALL DISCONNECTS REQUIRED BY CODE MAY NOT BE SHOWN. CONTRACTOR SHALL PROVIDE ALL NECESSARY DISCONNECTS ANDOVERCURRENT PROTECTIVE DEVICES.3. ALL EQUIPMENT AND MATERIAL SHALL BE LABELED AND LISTED, AND INSTALLED IN ACCORDANCE WITH THEIR LISTING.4. PROVIDE ELECTRICAL CONNECTION FOR EVERY FIXTURE, OR ITEM OF EQUIPMENT REQUIRING SAME, WHICH IS SHOWN OR LISTED ON ANYCONTRACT DRAWING5. CONTRACTOR SHALL PROVIDE NECESSARY SUPPORT FRAMING, STIFFENERS, BRACING, AND HANGERS WHETHER SHOWN OR NOT TO ENSUREA COMPLETE AND DURABLE SYSTEM. SUPPORT FRAMING CONNECTIONS SHALL BE WELDED UNLESS SPECIFICALLY SHOWN OTHERWISE.ACTUAL SUPPORTS MAY VARY FROM THOSE SHOWN IN DETAILS TO ACCOMMODATE EXISTING FIELD CONDITIONS.6. THE WORK INCLUDED IN THIS CONTRACT ENCOMPASSES THE DRAWINGS AND SPECIFICATIONS. WORK INCLUDED ON THE DRAWINGS ONLY,OR IN THE SPECIFICATIONS ONLY, SHALL BE INCORPORATED AS IF INCLUDED IN BOTH. ALL SYSTEMS SHOWN ARE INTENDED TO BECOMPLETE AND FULLY FUNCTIONING. THE CONTRACTOR SHALL PROVIDE SUCH COMPONENTS AS NECESSARY FOR A FULLY FUNCTIONINGSYSTEM.7. ALL EQUIPMENT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER, RECTILINEAR TO BUILDING STRUCTURE.8. CONTRACTOR SHALL FIELD VERIFY ALL SITE CONDITIONS AND DIMENSIONS PRIOR TO COMMENCEMENT OF ANY WORK OR SHOPFABRICATION. REQUIRED CHANGES TO WORK SHOWN ON CONSTRUCTION DRAWINGS SHALL BE APPROVED BY THE ENGINEER IN WRITING,OTHER TRADES, AND OWNER AS REQUIRED PRIOR TO ANY CONSTRUCTION.
COORDINATION OF WORK1. THE CONTRACTOR SHALL COORDINATE AND VERIFY THAT WORKING AND DEDICATED EQUIPMENT SPACE REQUIREMENTS ARE MET PER NECAND AHJ.2. FIELD LOCATE ALL CORE DRILL LOCATIONS.3. BEFORE CUTTING OR DRILLING INTO BUILDING ELEMENTS INSPECT AND LAYOUT WORK TO AVOID DAMAGING STRUCTURAL ELEMENTS ANDBUILDING UTILITIES.4. BEFORE SELECTING MATERIAL/EQUIPMENT AND PROCEEDING WITH WORK, INSPECT AREAS WHERE MATERIAL AND EQUIPMENT ARE TO BEINSTALLED TO INSURE SUITABILITY, AND CHECK NEEDED SPACE FOR PLACEMENT, CLEARANCES AND INTERCONNECTIONS.5. POSSIBLE SYSTEM SHUT-DOWNS AND WORK AREAS CLOSURES MUST BE COORDINATED WITH THE OWNER.6. VERIFY RECEPTACLE, SWITCH, & COVER PLATE COLORS WITH OWNER.7. TURN OVER TO THE OWNER ALL MANUFACTURER'S WARRANTIES FOR EQUIPMENT AND MATERIALS PROVIDED.
DEFINITIONS1. THE DEFINITION OF ELECTRICAL TERMS USED SHALL BE AS DEFINED IN THE EDITION OF THE NATIONAL ELECTRIC CODE (NEC) AS REFERENCEDIN THE BUILDING CODE OF NEW YORK STATE.2. THE TERM "INDICATED" SHALL MEAN "AS SHOWN ON CONTRACT DOCUMENTS (SPECIFICATIONS, DRAWINGS, AND RELATED ATTACHMENTS)".3. THE TERM "PROVIDE" SHALL MEAN "TO FURNISH, INSTALL, AND CONNECT COMPLETELY".4. THE TERM "SIZE" SHALL MEAN ONE OR MORE OF THE FOLLOWING: "LENGTH, CURRENT AND VOLTAGE RATING, NUMBER OF POLES, NEMASIZE, AND OTHER SIMILAR ELECTRICAL CHARACTERISTICS".
PLANS1. ELECTRICAL PLANS, DETAILS, AND ONE LINE DIAGRAMS SHOW THE GENERAL LOCATION AND ARRANGEMENT OF THE ELECTRICAL SYSTEM.THEY ARE DIAGRAMMATIC AND DO NOT SHOW ALL CONDUIT BODIES, CONNECTORS, BENDS, FITTINGS, HANGERS, AND ADDITIONAL PULLBOXES WHICH THE CONTRACTOR MUST PROVIDE TO COMPLETE THE ELECTRICAL SYSTEM.2. ELECTRICAL PLANS AND DETAILS DO NOT SHOW ALL INTERFERENCES AND CONDITIONS, VISIBLE AND/OR HIDDEN, THAT MAY EXIST.CONTRACTOR MUST INSPECT AND SURVEY THE SPACE BEFORE PERFORMING THE WORK.3. THESE DRAWINGS ARE SCHEMATIC IN NATURE AND REPRESENT A COMPLETED PROJECT. MINOR MODIFICATIONS OF WORK SHALL BEPROVIDED BY THE CONTRACTOR TO COMPLY WITH PROJECT REQUIREMENTS, LOCATIONS OF DEVICES AND EQUIPMENT SHOW A GENERALARRANGEMENT AND INTENDED FUNCTION. ALL COMPONENTS SHOWN ON THE RISER DIAGRAMS, BUT NOT ON THE PLAN OR VICE VERSA,SHALL BE INCLUDED AS IF SHOWN ON BOTH. EXACT LOCATION OF MECHANICAL EQUIPMENT THAT REQUIRE ELECTRICAL CONNECTIONS ARESHOWN ON THE MECHANICAL DRAWINGS. BEFORE INSTALLATION OF WORK, CHECK FOR SWINGS AND ALL REQUIRED CLEARANCES, TOAVOID INTERFERENCE WITH OTHER TRADES. COORDINATE WITH ALL CONTRACT DOCUMENTS, SHOP DRAWINGS AND EQUIPMENTDRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED CONTRACT DRAWINGS.
METHODS1. ALL EXTERIOR CONDUITS TO HAVE DUCT SEAL INSTALLED AT ALL ENDS, BOXES, WEATHERHEADS, PENETRATIONS TO INTERIOR SPACES, ETC.2. DUCT BANKS SHALL NOT BE ROUTED DIRECTLY ABOVE OR BELOW EXISTING/PROPOSED UTILITIES EXCEPT WHEN CROSSING. WHERECROSSING EXISTING OR PROPOSED UTILITIES DUCT BANKS SHALL CROSS AT 90 DEGREE ANGLES.3. ALL CONDUIT SYSTEMS EXPOSED TO TEMPERATURE DIFFERENTIALS, IN POTENTIAL CONDENSING ATMOSPHERES, EXTERIOR INSTALLED, ORINSTALLED UNDERGROUND SHALL HAVE PROVISIONS FOR DRAINING WATER OUT OF CONDUIT SYSTEMS.4. WHERE WIRE SIZE IS NOT NOTED ON DRAWINGS, CONTRACTOR SHALL SIZE ACCORDING TO THE NEC AND SHALL ADHERE TO THEFOLLOWING CRITERIA:
·EQUIPMENT CIRCUITS AND FEEDERS LESS THAN OR EQUAL TO 100A SHALL BE SIZED USING THE 60°C COPPER AMPACITY COLUMN (NECT310.16).
·EQUIPMENT CIRCUITS AND FEEDERS GREATER THAN 100A SHALL BE SIZED USING THE 75°C COPPER AMPACITY COLUMN (NEC T310.16).MINIMUM WIRE SIZE SHALL BE #12 THHN/THWN.
·ALUMINUM SHALL NOT BE USED. CONDUCTORS SHALL BE SOLID UP THROUGH #10.
400AF300AT3
TEXT ADJACENT TO EQUIPMENT IS SOMETIMES ADDED FOR EXTRACLARIFICATION ON DEMO/EXISTING TO REMAIN ITEMS. REFER TO LISTBELOW FOR DEFINITIONS.
TBR EXISTING EQUIPMENT TO BE REMOVED BY CONTRACTOR
ETR EXISTING EQUIPMENT TO REMAIN. CONTRACTOR SHALLMAINTAIN IN OPERATION.
ERE EXISTING EQUIPMENT TO BE REMOVED AND RELOCATED ASSHOWN BY CONTRACTOR.
ETN EXISTING EQUIPMENT TO BE REMOVED AND REPLACED WITHNEW BY CONTRACTOR
#
A
a
COMBINATION HORN/STROBE (RED DEVICE, CLEAR LENS)WALL MOUNTED. (15cd UNLESS OTHERWISE NOTED)
CONVENTIONAL FIRE ALARM DEVICES
F
F
STROBE (RED DEVICE, CLEAR LENS)WALL MOUNTED. (15cd UNLESS OTHERWISE NOTED)L
STROBE (RED DEVICE, CLEAR LENS)CEILING MOUNTED. (15cd UNLESS OTHERWISE NOTED)L
COMBINATION HORN/STROBE (RED DEVICE, CLEAR LENS)CEILING MOUNTED. (15cd UNLESS OTHERWISE NOTED)
125 VOLT, 2 POLE, 3 WIRE, 20 AMP., HEAVY DUTY DUPLEX RECEPTACLE, MOUNTING HEIGHT 18" AFF UON.
125 VOLT, 2 POLE, 3 WIRE, 20 AMP., HEAVY DUTY DUPLEX RECEPTACLE MOUNTED ABOVE COUNTER.
125 VOLT, 2 POLE, 3 WIRE, 20 AMP., DOUBLE DUPLEX "QUAD" RECEPTACLE. MOUNTING HEIGHT 18"AFF UON.
125 VOLT, 2 POLE, 3 WIRE, 20 AMP., DOUBLE DUPLEX "QUAD" RECEPTACLE MOUNTED ABOVE COUNTER.
CEILING-MOUNTED ILLUMINATED "EXIT" SIGN LIGHTINGFIXTURE.
WALL-MOUNTED ILLUMINATED "EXIT" SIGN LIGHTING FIXTURE.
NOTE: ARROWS INDICATE DIRECTION OF EGRESS.
HOMERUN TO PANEL "LP2A", CIRCUITS #1,3,5 (VIA20A-1P C/B'S). PROVIDE INSULATED GROUNDCONDUCTOR IN ACCORDANCE WITHSPECIFICATIONS. NUMBER OF CIRCUITS INDICATEDBY QUANTITY OF ARROW HEADS
HOMERUN TO PANEL "L2PA" VIA 20A/1P CKT BKR.SEE BELOW PARAGRAPH 'HASH MARKS' FORCONDUCTOR SIZING:
HASH MARKS INDICATE QUANTITY OF #12 AWGCOPPER CONDUCTORS IN CONDUIT. WHEN NOHASH MARKS ARE INDICATED, CONDUIT SHALLCONTAIN (2) #12 WIRES AND #12 GROUND WIRE.ASSUME 1/2" DIAMETER CONDUIT, UNLESS NOTEDOTHERWISE NOTED.EXAMPLE SHOWN AT LEFT INDICATES 2 HOT(SHORT LINES), 2 NEUTRAL (LONG LINES), AND 1GROUND WIRES (LONG LINE WITH TAIL).
HEAVY & DASHED AND/OR HATCHED INDICATES EXISTINGEQUIPMENT TO BE DEMOLISHED/REMOVED BY CONTRACTOR
SOLID & LIGHT INDICATES EXISTING EQUIPMENT TO REMAIN.
HEAVY & SOLID INDICATES EQUIPMENT TO BE PROVIDED BYCONTRACTOR.
LIGHTING CONTROL
LIGHT FIXTURESRECEPTACLES CIRCUITTING
EXIT & EGRESS
DRAWING NOTATION SINGLE LINE DIAGRAM FLOOR PLAN
SD
HD135°FHD
DSS R
LIGHT SWITCH. REFER TO SWITCH TAG SCHEDULE.The design concepts, construction drawings and details presented herein are the sole property of Architectural Resources, P.C.Any reproduction or other use of this information without the written consent of Architectural Resources, P.C. is expressly prohibited. All rights reserved. Copyright Architectural Resources, P.C.1 3 4 5
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Drawn by:
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Seal
3/12/2020 4:59:34 PMP:\00 JSE PROJECTS\2019\276-19 Cornell-Uris Hall Elevator\1-Active Drawings\3-MPE\E-001.dwg564.15
Bid Submission
12.01.2020Cornell University Uris HallElevator Modernization109 Tower RdIthaca, New York 14853No. Description Date
Spring Line Design
73 Troy RoadEast Greenbush, NY 12061
518-487-4755518-670-0122 fax
Jade Stone Engineering
444 Van Duzee StreetWatertown, NY 13601
315-836-4062
Delta Engineers, Architects,& Land Surveyors
860 Hooper RoadEndwell, NY 13760
607-231-6600
Legends,
Abbreviations, and
General Notes
E-001
BCW
SHEET KEY NOTES:
ELEVATOR CONTROL CABINET TO BE REMOVED. INTERCEPT EXISTING ELEVATOR PHONELINE CABLING/INFRASTRUCTURE AT CABINET AND EXTEND TO NEW ELEVATORCONTROLLER PER E-601. REMOVE ALL OTHER WIRING/CONDUCTORS BACK TO SOURCE.
BASE BID: EXISTING EXHAUST FAN IS EXISTING TO REMAIN. MAINTAIN ASSOCIATEDCONDUCTORS, CONDUIT, HOMERUN, CIRCUIT, DISCONNECT, STARTER, ETC. IN GOODCONDITION THROUGHOUT PROJECT.ALTERNATE 1: EXISTING EXHAUST FAN TO BE REMOVED AND REPLACED IN KIND BYMECHANICAL CONTRACTOR. ELECTRICAL CONTRACTOR TO DISCONNECT UNIT ANDMAKE SAFE. REMOVE ASSOCIATED STARTER/DISCONNECT. MAINTAIN EXISTINGCIRCUIT/CONDUCTORS/CONDUIT/WIRING IN GOOD CONDITION FOR FUTURERECONNECTION. COORDINATE WITH MECHANICAL CONTRACTOR. REFER TO E-401 FORREPLACEMENT UNIT INFORMATION.
EXISTING EXHAUST FAN TO BE RELOCATED BY MECHANICAL CONTRACTOR TOACCOMODATE PENTHOUSE INSTALLATION. ELECTRICAL CONTRACTOR TO DISCONNECTUNIT AND MAKE SAFE. DISCONNECT AND RELOCATE EXISTING STARTER/DISCONNECT TOPROPOSED LOCATION. MAINTAIN EXISTING CIRCUIT/CONDUCTORS/CONDUIT/WIRING INGOOD CONDITION FOR FUTURE RECONNECTION. UPON COMPLETION OF RELOCATION,EXTEND EXISTING CIRCUIT TO UNIT AND RECONNECT. COORDINATE WITH MECHANICALCONTRACTOR. REFER TO E-401 FOR RELOCATION INFORMATION.
SUMP PUMP TO BE REMOVED AND REPLACED BY PLUMBING CONTRACTOR. ELECTRICALCONTRACTOR TO DISCONNECT UNIT AND MAKE SAFE. REMOVE EXISTINGCIRCUIT/CONDUCTORS/CONDUIT BACK TO SOURCE.
REMOVE ELEVATOR EMERGENCY STOP SWITCH. REMOVE ALL ASSOCIATEDWIRING/CONDUCTORS/CONDUIT/BACK TO SOURCE.
BASE BID: EXISTING EXHAUST FAN IS EXISTING TO REMAIN. MAINTAIN ASSOCIATEDCONDUCTORS, CONDUIT, HOMERUN, CIRCUIT, DISCONNECT, STARTER, ETC. IN GOODCONDITION THROUGHOUT PROJECT.ALTERNATE 1: EXISTING EXHAUST FAN TO BE RELOCATED BY MECHANICALCONTRACTOR. ELECTRICAL CONTRACTOR TO DISCONNECT UNIT AND MAKE SAFE.DISCONNECT AND RELOCATE EXISTING STARTER/DISCONNECT TO PROPOSEDLOCATION. MAINTAIN EXISTING CIRCUIT/CONDUCTORS/CONDUIT/WIRING IN GOODCONDITION FOR FUTURE RECONNECTION. UPON COMPLETION OF RELOCATION,EXTEND EXISTING CIRCUIT TO UNIT AND RECONNECT. COORDINATE WITH MECHANICALCONTRACTOR. REFER TO E-401 FOR RELOCATION INFORMATION.
BASE BID: EXISTING EXHAUST FAN TO BE RELOCATED BY MECHANICAL CONTRACTOR TOACCOMODATE PENTHOUSE INSTALLATION. ELECTRICAL CONTRACTOR TO DISCONNECTUNIT AND MAKE SAFE. DISCONNECT AND RELOCATE EXISTING STARTER/DISCONNECT TOPROPOSED LOCATION. MAINTAIN EXISTING CIRCUIT/CONDUCTORS/CONDUIT/WIRING INGOOD CONDITION FOR FUTURE RECONNECTION. UPON COMPLETION OF RELOCATION,EXTEND EXISTING CIRCUIT TO UNIT AND RECONNECT. COORDINATE WITH MECHANICALCONTRACTOR. REFER TO E-401 FOR RELOCATION INFORMATION.ALTERNATE 1: EXISTING EXHAUST FAN TO BE REMOVED AND REPLACED IN KIND BYMECHANICAL CONTRACTOR. ELECTRICAL CONTRACTOR TO DISCONNECT UNIT ANDMAKE SAFE. REMOVE ASSOCIATED STARTER/DISCONNECT. MAINTAIN EXISTINGCIRCUIT/CONDUCTORS/CONDUIT/WIRING IN GOOD CONDITION FOR FUTURERECONNECTION. COORDINATE WITH MECHANICAL CONTRACTOR. REFER TO E-401 FORREPLACEMENT UNIT INFORMATION.
EXISTING ABANDONED EXHAUST FAN TO BE REMOVED. REMOVE ASSOCIATEDCONDUCTORS, CONDUIT, & CIRCUIT/HOMERUN BACK TO SOURCE. REMOVE ALLASSOCIATED STARTERS/DISCONNECTS.
DISCONNECT REMOVE ROOF RECEPTACLE. REMOVE ALL ASSOCIATEDCONDUCTORS/CONDUIT/WIRING BACK TO SOURCE.
EXISTING EXHAUST FAN DISCONNECT IS EXISTING TO REMAIN. RELOCATE TO FACILITATEPENTHOUSE. COORDINATE WITH MECHANICAL CONTRACTOR.
1
2
3
4
5
6
7
8
9
10
GENERAL DEMO NOTES:
1. REFER TO E001 FOR ELECTRICAL LEGENDS, ABBREVIATIONS & GENERAL NOTES.2. THESE DEMOLITION DRAWINGS ARE SCHEMATIC IN NATURE & ARE BASED ON CASUAL FIELDOBSERVATIONS. IT IS NOT THE INTENTION OF THESE DRAWINGS TO INDICATE EVERYDEVICE/FIXTURE REQUIRING REMOVAL/DEMO, RATHER GENERAL SYSTEMS WHICH ARE TOBE REMOVED. IN GENERAL:
MECHANICAL EQUIPMENT & MISC. ELECTRICAL EQUIPMENT:WHERE INDICATED TO BE DEMOLISHED:
·REFER TO BOTH ELECTRICAL AND MECHANICAL DRAWINGS FOR AN ACCURATE DEPICTIONOF ALL DEMOLITION REQUIRED FOR THIS CONTRACT.
·REFER TO KEY NOTES FOR ADDITIONAL INFORMATION.
ELEVATOR DISCONNECTS & EQUIPMENT:WHERE INDICATED TO BE DEMOLISHED:
·REMOVE ALL WIRE & EXPOSED CONDUIT BACK TO SOURCE PANEL (UNLESS OTHERWISENOTED).
·REMOVE ANY ASSOCIATED MOTOR STARTERS &/OR DISCONNECTS.
·REMOVE CIRCUIT WIRING FROM SOURCE PANEL, LABEL BREAKER AS SPARE.
·PROVIDE REVISED TYPED PANELBOARD DIRECTORIES FOR ALL EXISTING TO REMAIN PANELSWHERE CIRCUITS ARE TO BE REMOVED.
ELEVATOR MACHINE ROOM LIGHTING:
·MAINTAIN ALL MACHINE ROOM LIGHTING IN GOOD CONDITION THROUGHOUT PROJECT.
·MAINTAIN ASSOCIATED SWITCHING MEANS THROUGHOUT PROJECT.
ELEVATOR PIT LIGHTING:
·DISCONNECT AND REMOVE ELEVATOR PIT LIGHTING FIXTURES.
·MAINTAIN EXISTING CIRCUIT/HOMERUN IN GOOD CONDITION FOR RE-USE.
·MAINTAIN ASSOCIATED SWITCHING MEANS THROUGHOUT PROJECT.
ELEVATOR PIT RECEPTACLES:
·DISCONNECT AND REMOVE ELEVATOR PIT RECEPTACLES.
·MAINTAIN EXISTING CIRCUIT/HOMERUN IN GOOD CONDITION FOR RE-USE.
GENERAL CIRCUIT AND FEEDER REMOVAL AND REPLACEMENT:
·MAINTAIN ANY EXISTING NON-IMPACTED PANELBOARDS AND ANY NON-IMPACTEDCIRCUITS WHICH ARE EXISTING TO REMAIN.
·WHERE CIRCUITS ARE AFFECTED BY MODIFICATION/REMOVAL ACTIVITIES, PROVIDENECESSARY CIRCUIT EXTENSIONS AND ALL NECESSARY LABOR/MATERIALS AS NECESSARYTO REPAIR AND RE-CONNECT CIRCUIT(S).
LIGHTNING PROTECTION SYSTEM:
·ROOF HAS AN EXISTING LIGHTNING PROTECTION SYSTEM IN PLACE. MAINTAIN EXISTINGLIGHTNING PROTECTION SYSTEM IN GOOD CONDITION THROUGHOUT PROEJCT.
UP
SCALE:
Electrical Demolition PlanSub-Basement
1/4"=1'-0"ED-1012 Elevator Machine Room
MACHINE ROOMELEVATOR
2800UG
ELEVATORB
ELEVATORA
E
F
G
H
J
K
678910111213
SCALE:
Electrical Demolition PlanRoof
1/4"=1'-0"ED-1001 Roof
UP
UP
SCALE:
Key Plan
NTS Sub-Basement
ELEV-1 (NORTH) DISCONNECTS(TBR)
ELEV-2 (SOUTH) DISCONNECT(TBR)
1
ETR
ETR
ETR
HYDRAULICPUMP(TBR)
HYDRAULIC PUMP(TBR)
ETR
TBR
TBR
ETR
FETR
ETR
ELEVATOR(TBR)
ELEVATOR(TBR)
ETR
TBR TBR
TBR
TBR
"LIFE JACKET"(TBR)
"LIFE JACKET"(TBR)
EF-7(TBR)
EF-3(ETN)
8
7
EF-2(ERE)3
EF-5(ERE)3
EF-21(ERE)3
EF-20(ETN)7
SUMPPUMP(TBR)4
EF(ERE)6
EF(ERE)6
EF-9(ETN)2
5
5
TBR
9
10
The design concepts, construction drawings and details presented herein are the sole property of Architectural Resources, P.C.Any reproduction or other use of this information without the written consent of Architectural Resources, P.C. is expressly prohibited. All rights reserved. Copyright Architectural Resources, P.C.1 3 4 5
1 3 4 5
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D D
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Client No:
Drawn by:
Sheet No:
A|r Job No:
Revisions
Seal
3/12/2020 4:59:34 PMP:\00 JSE PROJECTS\2019\276-19 Cornell-Uris Hall Elevator\1-Active Drawings\3-MPE\ED-101.dwg564.15
Bid Submission
12.01.2020Cornell University Uris HallElevator Modernization109 Tower RdIthaca, New York 14853No. Description Date
Spring Line Design
73 Troy RoadEast Greenbush, NY 12061
518-487-4755518-670-0122 fax
Jade Stone Engineering
444 Van Duzee StreetWatertown, NY 13601
315-836-4062
Delta Engineers, Architects,& Land Surveyors
860 Hooper RoadEndwell, NY 13760
607-231-6600
Enlarged Removal
Floor Plans
ED-101
BCW
SHEET KEY NOTES:
FOR EACH ELEVATOR, PROVIDE (1) 100A, 3P CIRCUIT FROM DISTRIBUTION PANEL DP-SA.UTILIZE CIRCUIT BREAKERS ORPHANED FROM ELEVATOR REMOVAL. FOR EACH CIRCUITPROVIDE (3)#1 & #8G, 1-1/2"C. TURN CONDUITS UP IN ELEVATOR SHAFT TO ENCLOSEDCIRCUIT BREAKER IN PENTHOUSE. REFER TO E-401 FOR CONTINUATION. (TYPICAL OF 2ELEVATORS)
PROVIDE NEW 20A, 3P CIRCUIT BREAKER IN DISTRIBUTION PANEL AP-EM-SA FOR SP-1 FEED.UTILIZE EXISTING PANEL SPACE. MATCH EXISTING BREAKER TYPE, AIC RATING, ETC. REFER TOREFERENCE PHOTO 2/E-101 FOR ADDITIONAL INFORMATION. REFER TO MECHANICALEQUIPMENT CONNECTION SCHEDULE, SHEET E-501, FOR ADDITIONAL INFORMATION.
PROVIDE NEW ELEVATOR PIT LIGHTING FIXTURES PER LUMINAIRE SCHEDULE, SHEET E-501.UTILIZE MAINTAINED CIRCUIT AND SWITCHING MEANS FROM DEMO PHASE. COORDINATEMOUNTING LOCATION IN FIELD WITH ELEVATOR EQUIPMENT.
CONNECT ELEVATOR PIT RECEPTACLES TO CIRCUIT RETAINED DURING DEMOLITION PHASE.
1
2
3
4
GENERAL SHEET NOTES:
1. REFER TO E001 FOR ELECTRICAL LEGENDS, ABBREVIATIONS AND GENERAL PROJECT NOTES.
2. REFER TO E501 FOR RACEWAY SCHEDULE FOR APPROVED RACEWAY USAGE.
3. REFER TO E501 FOR PANEL SCHEDULES FOR CIRCUIT CHARACTERISTICS.
4.REFER TO E501 FOR BRANCH CIRCUIT SCHEDULE (BCS) FOR CIRCUIT REQUIREMENTS.
5.ALL CONDUCTORS SHALL BE THHN/THWN-2.
6. INSTALLATION SHALL BE PER NECA1 GUIDELINES.
7.PROVIDE HANGARS & SUPPORTS AS REQUIRED.
8. PROVIDE GROUNDING PER NEC FOR ALL ELECTRICAL EQUIPMENT AND ASSOCIATEDEQUIPMENT.
9. PROVIDE SUBMITTAL DATA FOR ALL PROPOSED HARDWARE, DEVICES, CONDUIT, HANGERS,ETC. FOR ENGINEER REVIEW & APPROVAL PRIOR TO ORDERING.10. ALL CONDUCTORS AND EQUIPMENT NOT SHOWN FOR CLARITY. COORDINATE WITH ALLTRADES AND PROVIDE COMPLETE ELECTRICAL CIRCUITING FOR ALL INSTALLED EQUIPMENT.ALL REQUIREMENTS TO BE PER NEC.
UP
UP
UP
UNEXCAVATEDUNEXCAVATED
SCALE:
Electrical New WorkSub-Basement
1/8"=1'-0"E-1011
MDP(ETR)
DIST. PANEL'DP-SA'(ETR)DIST. PANEL'AP-EM-SA'(ETR)
DIST. PANEL'DP-EM'(ETR)ATS-EM(ETR)2B00UA
2B00UC
2B00UB
2B00UD
2B00UE
2B00UF
ELEVATORC
CORRIDOR2B00CA
STAIRD
MACHINE RMELEVATOR
2B00UG
ELEVATORB
GENERATOR DIST.PANEL 'DPS-SBA'(ETR)
ATS-SBA(ETR)
1
1
SP-12
2
2
SCALE:
Reference PhotoAP-EM-SA
NTSE-1012
2
G
G
G
G
SNL
SNL
3
ELEVATORA
4
1
The design concepts, construction drawings and details presented herein are the sole property of Architectural Resources, P.C.Any reproduction or other use of this information without the written consent of Architectural Resources, P.C. is expressly prohibited. All rights reserved. Copyright Architectural Resources, P.C.1 3 4 5
1 3 4 5
A
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A
B
C
D D
2
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Client No:
Drawn by:
Sheet No:
A|r Job No:
Revisions
Seal
3/12/2020 4:59:34 PMP:\00 JSE PROJECTS\2019\276-19 Cornell-Uris Hall Elevator\1-Active Drawings\3-MPE\E-101.dwg564.15
Bid Submission
12.01.2020Cornell University Uris HallElevator Modernization109 Tower RdIthaca, New York 14853No. Description Date
Spring Line Design
73 Troy RoadEast Greenbush, NY 12061
518-487-4755518-670-0122 fax
Jade Stone Engineering
444 Van Duzee StreetWatertown, NY 13601
315-836-4062
Delta Engineers, Architects,& Land Surveyors
860 Hooper RoadEndwell, NY 13760
607-231-6600
Partial Sub-Basement
Floor Plan
E-101
BCW
SHEET KEY NOTES:
FOR EACH TWO-WAY COMMUNICATION CALL STATION PROVIDE (1) CAT 6, 3/4"C. CONNECTWIRING TO CAMPUS NETWORK IN DATA G30. COORDINATE NETWORK CONNECTIONLOCATION AND CABLING/CONNECTION REQUIREMENTS WITH CORNELL CIT PRIOR TOROUGH-IN.
PROVIDE TWO-WAY COMMUNICATION CALL STATION. BASIS OF DESIGN: VIKING E-1600-45A.COORDINATE LOCATION IN FIELD WITH CAMPUS PRIOR TO ROUGH-IN. REFER TO 1/E-601 FOROTHER CALL STATION LOCATIONS.
FOR TWO-WAY COMMUNICATION CALL STATIONS ON OTHER FLOORS, UTILIZE EXISTINGUTILITY CHASE TO RUN CABLING/CONDUIT. REFER TO ELEVATION DETAIL, 1/E-601, FORADDITIONAL INFORMATION. NOTE: CONDUIT RUNS SHOWN ARE DIAGRAMMATIC, FIELDVERIFICATION AND COORDINATION IS REQUIRED.
COORDINATE EXACT NETWORK CONNECTION LOCATION AND CABLING/CONNECTIONREQUIREMENTS WITH CORNELL CIT PRIOR TO ROUGH-IN.
1
2
3
4
GENERAL SHEET NOTES:
1. REFER TO E-001 FOR ELECTRICAL LEGENDS, ABBREVIATIONS AND GENERAL PROJECT NOTES.
2. REFER TO E-501 FOR RACEWAY SCHEDULE FOR APPROVED RACEWAY USAGE.
3. REFER TO E-501 FOR PANEL SCHEDULES FOR CIRCUIT CHARACTERISTICS.
4.REFER TO E-501 FOR BRANCH CIRCUIT SCHEDULE (BCS) FOR CIRCUIT REQUIREMENTS.
5.ALL CONDUCTORS SHALL BE THHN/THWN-2.
6. INSTALLATION SHALL BE PER NECA1 GUIDELINES.
7.PROVIDE HANGARS & SUPPORTS AS REQUIRED.
8. PROVIDE GROUNDING PER NEC FOR ALL ELECTRICAL EQUIPMENT AND ASSOCIATEDEQUIPMENT.
9. PROVIDE SUBMITTAL DATA FOR ALL PROPOSED HARDWARE, DEVICES, CONDUIT, HANGERS,ETC. FOR ENGINEER REVIEW & APPROVAL PRIOR TO ORDERING.10. ALL CONDUCTORS AND EQUIPMENT NOT SHOWN FOR CLARITY. COORDINATE WITH ALLTRADES AND PROVIDE COMPLETE ELECTRICAL CIRCUITING FOR ALL INSTALLED EQUIPMENT.ALL REQUIREMENTS TO BE PER NEC.
SCALE:
Electrical New WorkGround Floor
1/8"=1'-0"E-1021
CORRIDORG00CC
DATAG30
CORRIDORG00CA
STAIRAELEVATOR B
ELEVATOR A
STAIRB
CORRIDORG00CD
STAIRD
PANELSELECTRICAL
G00UF
PANEL(ETR)
CORRIDOR G00CJ
CORRIDORG00CD
PANEL(ETR)
1
2 (TYP.)
3
4
The design concepts, construction drawings and details presented herein are the sole property of Architectural Resources, P.C.Any reproduction or other use of this information without the written consent of Architectural Resources, P.C. is expressly prohibited. All rights reserved. Copyright Architectural Resources, P.C.1 3 4 5
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Client No:
Drawn by:
Sheet No:
A|r Job No:
Revisions
Seal
3/12/2020 4:59:34 PMP:\00 JSE PROJECTS\2019\276-19 Cornell-Uris Hall Elevator\1-Active Drawings\3-MPE\E-102.dwg564.15
Bid Submission
12.01.2020Cornell University Uris HallElevator Modernization109 Tower RdIthaca, New York 14853No. Description Date
Spring Line Design
73 Troy RoadEast Greenbush, NY 12061
518-487-4755518-670-0122 fax
Jade Stone Engineering
444 Van Duzee StreetWatertown, NY 13601
315-836-4062
Delta Engineers, Architects,& Land Surveyors
860 Hooper RoadEndwell, NY 13760
607-231-6600
Partial Ground Floor
Plan
E-102
BCW
SHEET KEY NOTES:
EXISTING PANEL 'LP-4D' TO FEED ELEVATOR CAB LIGHTING & VENTILATION, ANDMISCELLANEOUS PENTHOUSE 208/120V LOADS. REFER TO FLOOR PLAN, SHEET E-401/402 &PANEL SCHEDULE SHEET E-501 FOR LOAD QUANTITIES/SIZES.
PROVIDE TWO-WAY COMMUNICATION CALL STATION. BASIS OF DESIGN: VIKING E-1600-45A.COORDINATE LOCATION IN FIELD WITH CAMPUS PRIOR TO ROUGH-IN. REFER TO 1/E-601 FOROTHER CALL STATION LOCATIONS.
FOR EACH TWO-WAY COMMUNICATION CALL STATION PROVIDE (1) CAT 6, 3/4"C. CONNECTWIRING TO CAMPUS NETWORK IN DATA G30. COORDINATE NETWORK CONNECTIONLOCATION AND CABLING/CONNECTION REQUIREMENTS WITH CORNELL CIT PRIOR TOROUGH-IN. UTILIZE EXISTING UTILITY CHASE TO RUN CONDUIT TO GROUND FLOOR. REFERTO E-102 FOR CONTINUATION. REFER TO ELEVATION, 1/E-601, FOR ADDITION INFORMATION.
1
2
3
GENERAL SHEET NOTES:
1. REFER TO E001 FOR ELECTRICAL LEGENDS, ABBREVIATIONS AND GENERAL PROJECT NOTES.
2. REFER TO E501 FOR RACEWAY SCHEDULE FOR APPROVED RACEWAY USAGE.
3. REFER TO E501 FOR PANEL SCHEDULES FOR CIRCUIT CHARACTERISTICS.
4.REFER TO E501 FOR BRANCH CIRCUIT SCHEDULE (BCS) FOR CIRCUIT REQUIREMENTS.
5.ALL CONDUCTORS SHALL BE THHN/THWN-2.
6. INSTALLATION SHALL BE PER NECA1 GUIDELINES.
7.PROVIDE HANGARS & SUPPORTS AS REQUIRED.
8. PROVIDE GROUNDING PER NEC FOR ALL ELECTRICAL EQUIPMENT AND ASSOCIATEDEQUIPMENT.
9. PROVIDE SUBMITTAL DATA FOR ALL PROPOSED HARDWARE, DEVICES, CONDUIT, HANGERS,ETC. FOR ENGINEER REVIEW & APPROVAL PRIOR TO ORDERING.10. ALL CONDUCTORS AND EQUIPMENT NOT SHOWN FOR CLARITY. COORDINATE WITH ALLTRADES AND PROVIDE COMPLETE ELECTRICAL CIRCUITING FOR ALL INSTALLED EQUIPMENT.ALL REQUIREMENTS TO BE PER NEC.
SCALE:
Electrical New WorkFourth Floor
1/8"=1'-0"E-1031
CORRIDOR400CA
CORRIDOR400CC
CORRIDOR400CB
CORRIDOR400CA
STAIRAELEVATOR B
ELEVATOR A
STAIRB
CORRIDOR400CD
STAIRC
PANELSELECTRICAL
400UD
PANEL'LP-4D'(ETR)
CONTROLPANEL(ETR)
VFDS(ETR)
1
PENTHOUSE ABOVE. REFERTO E-401 & E-402 FORADDITIONAL INFORMATION.
2
3
The design concepts, construction drawings and details presented herein are the sole property of Architectural Resources, P.C.Any reproduction or other use of this information without the written consent of Architectural Resources, P.C. is expressly prohibited. All rights reserved. Copyright Architectural Resources, P.C.1 3 4 5
1 3 4 5
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B
C
A
B
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D D
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Client No:
Drawn by:
Sheet No:
A|r Job No:
Revisions
Seal
3/12/2020 4:59:34 PMP:\00 JSE PROJECTS\2019\276-19 Cornell-Uris Hall Elevator\1-Active Drawings\3-MPE\E-103.dwg564.15
Bid Submission
12.01.2020Cornell University Uris HallElevator Modernization109 Tower RdIthaca, New York 14853No. Description Date
Spring Line Design
73 Troy RoadEast Greenbush, NY 12061
518-487-4755518-670-0122 fax
Jade Stone Engineering
444 Van Duzee StreetWatertown, NY 13601
315-836-4062
Delta Engineers, Architects,& Land Surveyors
860 Hooper RoadEndwell, NY 13760
607-231-6600
Partial Fourth Floor
Plan
E-103
BCW
SHEET KEY NOTES:
TURN CONDUITS UP VIA ELEVATOR SHAFT FROM SUB-BASEMENT LEVEL. REFER TO E-101 FORCONTINUATION. COORDINATE LOCATION OF CONDUITS WITH ELEVATOR INSTALLER.
PROVIDE (3)#1 & #8G, 1-1/2"C FOR EACH ELEVATOR CONTROLLER (TYPICAL OF TWO).CONNECT TO ENCLOSED CIRCUIT BREAKER. REFER TO SINGLE LINE DIAGRAM SHEET E-701FOR ADDITIONAL INFORMATION.
UPON RELOCATION OF EXHAUST FAN BY MECHANICAL CONTRACTOR, RECONNECTRELOCATED UNIT. UTILIZE CIRCUIT MAINTAINED DURING DEMO PHASE, EXTEND ASNECESSARY.
PROVIDE DEDICATED 120V, 20A CIRCUIT FOR SMOKE HATCH/VENT. CONNECT TO CAMPUSFIRE ALARM SYSTEM PER MANUFACTURER'S RECOMMENDATIONS. COORDINATE LOCATIONIN FIELD PRIOR TO ROUGH-IN. REFER TO A-SHEETS FOR ADDITIONAL INFORMATION.
PROGRAM FIRE ALARM RESPONSE SO THAT UPON ACTIVATION OF SMOKE DETECTOR THECONTROL RELAY SHALL CAUSE A CHANGE OF STATE IN 120V POWER, THUS RELEASING THELATCH MECHANISM.
FIRE ALARM NOTIFICATION APPLIANCES:
·PROVIDE ADDITIONAL NOTIFICATION APPLIANCES WHERE SHOWN ON PLAN.
·CONNECT NEW APPLIANCES TO NEAREST AVAILABLE NAC CIRCUIT WITHIN AREA.PROVIDE UPDATED CALCULATIONS TO ENSURE THE EXISTING CIRCUIT IS WITHINAMPACITY LIMITS OF NFPA 72 AND THAT VOLTAGE DROP ON CIRCUIT HAS NOTEXCEEDED CODE MAXIMUM.
·COORDINATE THIS WORK WITH THE CAMPUS FIRE ALARM VENDOR: WEST FIRE SYSTEMSINC. CONTACT INFO: TIMOTHY MCGEE - (585)-663-8530 EXT. 103. NO OTHER FIREALARM VENDOR SHALL BE PERMITTED.
·PROVIDE UPDATED AS-BUILT DOCUMENTATION FOR CAMPUS RECORD.
1
2
3
4
5
6
GENERAL SHEET NOTES:
1. REFER TO E001 FOR ELECTRICAL LEGENDS, ABBREVIATIONS AND GENERAL PROJECT NOTES.
2.REFER TO E501 FOR RACEWAY SCHEDULE FOR APPROVED RACEWAY USAGE.
3.REFER TO E501 FOR PANEL SCHEDULES FOR CIRCUIT CHARACTERISTICS.
4.REFER TO E501 FOR BRANCH CIRCUIT SCHEDULE (BCS) FOR CIRCUIT REQUIREMENTS.
5.ALL CONDUCTORS SHALL BE THHN/THWN-2.
6.INSTALLATION SHALL BE PER NECA1 GUIDELINES.
7.PROVIDE HANGARS & SUPPORTS AS REQUIRED.
8. PROVIDE GROUNDING PER NEC FOR ALL ELECTRICAL EQUIPMENT AND ASSOCIATEDEQUIPMENT.
9. PROVIDE SUBMITTAL DATA FOR ALL PROPOSED HARDWARE, DEVICES, CONDUIT, HANGERS,ETC. FOR ENGINEER REVIEW & APPROVAL PRIOR TO ORDERING.10.ALL CONDUCTORS AND EQUIPMENT NOT SHOWN FOR CLARITY. COORDINATE WITH ALLTRADES AND PROVIDE COMPLETE ELECTRICAL CIRCUITING FOR ALL INSTALLED EQUIPMENT.ALL REQUIREMENTS TO BE PER NEC.
SCALE:
Electrical Power and Systems PlanRoof
1/4"=1'-0"E-4011
UP
E
F
G
H
J
K
678910111213
1
UH-1
(E) RELOCATEDEXHAUST FANEF-20
EF-3
14
G
13
G
14
G
13
G
LP-4D-14
13
GLP-4D-13
13
G
(E) EXHAUST FANTO REMAIN
(E) EXHAUST FANTO REMAIN (E) RELOCATEDEXHAUST FAN
(E) RELOCATEDEXHAUST FAN
(E) RELOCATEDEXHAUST FAN (E) RELOCATEDEXHAUST FAN99
3
3
3
EF-9
LP-4D-16
HWU-1
ACCU-1
SD
F
F
F
FRSDHATCH
4
5 ELEVATOR 2CAB LIGHTINGDISC.
ELEVATOR 1ECB
ELEVATOR 1CABLIGHTINGDISC.
ELEVATOR 2ECB
LP-4D-33
LP-4D-32
PENTHOUSE500
1
2
2
F
6
67(TYP.)
(TYP.)
7 (TYP.)
7
FIRE ALARM INITIATION DEVICES:
·PROVIDE ADDITIONAL INITIATION DEVICES WHERE SHOWN ON PLAN.
·CONNECT NEW APPLIANCES TO NEAREST AVAILABLE SLC CIRCUIT WITHIN AREA.
·COORDINATE THIS WORK WITH THE CAMPUS FIRE ALARM VENDOR: WEST FIRE SYSTEMSINC. CONTACT INFO: TIMOTHY MCGEE - (585)-663-8530 EXT. 103. NO OTHER FIREALARM VENDOR SHALL BE PERMITTED.
·PROVIDE UPDATED AS-BUILT DOCUMENTATION FOR CAMPUS RECORD.
7
8
BASE BID: UPON RELOCATION OF EXHAUST FAN BY MECHANICAL CONTRACTOR,RECONNECT RELOCATED UNIT. UTILIZE CIRCUIT MAINTAINED DURING DEMO PHASE, EXTENDAS NECESSARY.ALTERNATE 1: UPON REPLACEMENT OF EXHAUST FAN BY MECHANICAL CONTRACTORCONNECT NEW UNIT. UTILIZE CIRCUIT MAINTAINED DURING DEMO PHASE. REFER TOMECHANICAL EQUIPMENT CONNECTION SCHEDULE, SHEET E-501, FOR ADDITIONALINFORMATION.
8
8
ALTERNATE 1: UPON RELOCATION OF EXHAUST FAN BY MECHANICAL CONTRACTOR,RECONNECT RELOCATED UNIT. UTILIZE CIRCUIT MAINTAINED DURING DEMO PHASE, EXTENDAS NECESSARY.
9
10
ALTERNATE 1: UPON REPLACEMENT OF EXHAUST FAN BY MECHANICAL CONTRACTORCONNECT NEW UNIT. UTILIZE CIRCUIT MAINTAINED DURING DEMO PHASE. REFER TOMECHANICAL EQUIPMENT CONNECTION SCHEDULE, SHEET E-501, FOR ADDITIONALINFORMATION.
10
EXPAND EXISTING LIGHTNING PROTECTION SYSTEM TO NEW PENTHOUSE PERSPECIFICATION SECTION 264113.11
11
PROVIDE DEDICATED 120V, 20A CIRCUIT FOR VOIP CONVERTER. CONFIRM VOIP CONVERTERPOWER REQUIREMENTS AND LOCATION IN FIELD PRIOR TO ROUGH-IN.12
12
12
FOR EACH ELEVATOR CONTROLLER, PROVIDE (2) CAT 6, 3/4"C FOR ELEVATOR CABCOMMUNICATIONS. CONNECT WIRING TO CAMPUS NETWORK IN DATA G30. COORDINATENETWORK CONNECTION LOCATION, TERMINATION LOCATION AND TYPE ANDCABLING/CONNECTION REQUIREMENTS WITH CORNELL CIT AND ELEVATOR INSTALLERPRIOR TO ROUGH-IN.
13
13
13
The design concepts, construction drawings and details presented herein are the sole property of Architectural Resources, P.C.Any reproduction or other use of this information without the written consent of Architectural Resources, P.C. is expressly prohibited. All rights reserved. Copyright Architectural Resources, P.C.1 3 4 5
1 3 4 5
A
B
C
A
B
C
D D
2
2
Client No:
Drawn by:
Sheet No:
A|r Job No:
Revisions
Seal
3/12/2020 4:59:34 PMP:\00 JSE PROJECTS\2019\276-19 Cornell-Uris Hall Elevator\1-Active Drawings\3-MPE\E-401.dwg564.15
Bid Submission
12.01.2020Cornell University Uris HallElevator Modernization109 Tower RdIthaca, New York 14853No. Description Date
Spring Line Design
73 Troy RoadEast Greenbush, NY 12061
518-487-4755518-670-0122 fax
Jade Stone Engineering
444 Van Duzee StreetWatertown, NY 13601
315-836-4062
Delta Engineers, Architects,& Land Surveyors
860 Hooper RoadEndwell, NY 13760
607-231-6600
Enlarged Roof Plan
E-401
BCW
SHEET KEY NOTES:
CONNECT PENTHOUSE EMERGENCY LIGHTING/EXIT SIGNS TO EXISTING 4TH FLOORCORRIDOR EMERGENCY LIGHTING CIRCUIT. INTERCEPT CIRCUIT AT A STRATEGIC LOCATIONAND EXTEND TO PENTHOUSE. 4TH FLOOR CORRIDOR LIGHTING FED VIA BASEMENT PANELS:LP-EM-BA & LP-EM-BB. FIELD VERIFICATION REQUIRED BY CONTRACTOR TO IDENTIFYINTERCEPT PATH.
LOCATE SWITCH AT ACCESSIBLE LANDING OF STAIRS. COORDINATE IN FIELD PRIOR TOROUGH-IN.
1
2
GENERAL SHEET NOTES:
1. REFER TO E001 FOR ELECTRICAL LEGENDS, ABBREVIATIONS AND GENERAL PROJECT NOTES.
2.REFER TO E501 FOR RACEWAY SCHEDULE FOR APPROVED RACEWAY USAGE.
3.REFER TO E501 FOR PANEL SCHEDULES FOR CIRCUIT CHARACTERISTICS.
4.REFER TO E501 FOR BRANCH CIRCUIT SCHEDULE (BCS) FOR CIRCUIT REQUIREMENTS.
5.ALL CONDUCTORS SHALL BE THHN/THWN-2.
6.INSTALLATION SHALL BE PER NECA1 GUIDELINES.
7.PROVIDE HANGARS & SUPPORTS AS REQUIRED.
8. PROVIDE GROUNDING PER NEC FOR ALL ELECTRICAL EQUIPMENT AND ASSOCIATEDEQUIPMENT.
9. PROVIDE SUBMITTAL DATA FOR ALL PROPOSED HARDWARE, DEVICES, CONDUIT, HANGERS,ETC. FOR ENGINEER REVIEW & APPROVAL PRIOR TO ORDERING.10.ALL CONDUCTORS AND EQUIPMENT NOT SHOWN FOR CLARITY. COORDINATE WITH ALLTRADES AND PROVIDE COMPLETE ELECTRICAL CIRCUITING FOR ALL INSTALLED EQUIPMENT.ALL REQUIREMENTS TO BE PER NEC.
SCALE:
Electrical Lighting PlanRoof
1/4"=1'-0"E-4021
UP
E
F
G
H
J
K
678910111213
b
SN
SN
NL
bSN
b
SN
b
a
SN2
SN2
NL
a
LP-4D-19
LW
LW
1
PENTHOUSE500
2
b
SN
The design concepts, construction drawings and details presented herein are the sole property of Architectural Resources, P.C.Any reproduction or other use of this information without the written consent of Architectural Resources, P.C. is expressly prohibited. All rights reserved. Copyright Architectural Resources, P.C.1 3 4 5
1 3 4 5
A
B
C
A
B
C
D D
2
2
Client No:
Drawn by:
Sheet No:
A|r Job No:
Revisions
Seal
3/12/2020 4:59:34 PMP:\00 JSE PROJECTS\2019\276-19 Cornell-Uris Hall Elevator\1-Active Drawings\3-MPE\E-402.dwg564.15
Bid Submission
12.01.2020Cornell University Uris HallElevator Modernization109 Tower RdIthaca, New York 14853No. Description Date
Spring Line Design
73 Troy RoadEast Greenbush, NY 12061
518-487-4755518-670-0122 fax
Jade Stone Engineering
444 Van Duzee StreetWatertown, NY 13601
315-836-4062
Delta Engineers, Architects,& Land Surveyors
860 Hooper RoadEndwell, NY 13760
607-231-6600
Enlarged Roof Plan
E-402
BCW
BRANCH CIRCUIT SCHEDULE
CIRCUIT BREAKER PHASE CONDUCTORSAND/ORNEUTRAL CONDUCTORS
GROUNDCONDUCTOR CONDUIT
3-POLE CIRCUITS
50/3 (3)#6 #10 1"C OR MC CABLE
40/3 (3)#8 #10 1"C OR MC CABLE
30/3 (3)#10 #10 3/4"C OR MC CABLE
20/3 (3)#12 #12 1/2"C OR MC CABLE
15/3 (3)#12 #12 1/2"C OR MC CABLE
2-POLE CIRCUITS
50/2 (2)#6 #10 1"C OR MC CABLE
40/2 (2)#8 #10 3/4"C OR MC CABLE
30/2 (2)#10 #10 1/2"C OR MC CABLE
20/2 (2)#12 #12 1/2"C OR MC CABLE
15/2 (2)#12 #12 1/2"C OR MC CABLE
1-POLE CIRCUITS
40/1 (2)#8 #10 3/4"C OR MC CABLE
30/1 (2)#10 #10 1/2"C OR MC CABLE
20/1 (2)#12 #12 1/2"C OR MC CABLE
15/1 (2)#12 #12 1/2"C OR MC CABLE
NOTES REGARDING USE OF THIS SCHEDULE:
1. USE THIS SCHEDULE AS FOLLOWS: - FOR ALL RECEPTACLE AND LIGHTING CIRCUITS. - WHERE SPECIFIC CONDUCTOR/CONDUIT SIZING IS NOT INDICATED ELSEWHERE ON THE DRAWING SET. - FOR ANY BRANCH CIRCUITS THAT ARE REQUIRED TO BE RELOCATED/EXTENDED, ETC.2. DO NOT USE THIS SCHEDULE AS FOLLOWS: - FOR LARGE MECHANICAL LOADS (REFER TO MECHANICAL EQUIPMENT SCHEDULE, THIS SHEET). - FOR SERVICE ENTRANCE CONDUCTORS. - WHERE SPECIFIC CONDUCTOR/CIRCUIT IS CALLED FOR ON THE DRAWINGS.3. WHERE CIRCUIT LENGTH EXCEEDS 100', CONTRACTOR SHALL USE NEXT HIGHER PHASE/NEUTRAL CONDUCTOR SIZE TO COMPENSATE FOR VOLTAGE DROP.
INDICATED BY ON PLAN SHEETS MECHANICAL EQUIPMENT CONNECTION SCHEDULE
EQUIPMENT ELECTRICAL LOAD POWER CONNECTION FIRE ALARM CONNECTIONS DISCONNECT/SAFETY SWITCH STARTER REMARKS
SPECIFIC NOTES:
1. WHEN LOCATION IS NOT REFERENCED ON 'E' SHEETS, REFER TO 'M' SHEETS.2. LOCATIONS SHOWN ARE GENERAL IN NATURE. COORDINATE WITH DIV. 23 PRIOR TO ROUGH-IN.
SPECIFIC NOTES:
1. DETECTORS & REMOTE ANNUNCIATORS PROVIDED BY ELECTRICAL CONTRACTOR2. COORDINATE INSTALLATION IN DUCTS WITH DIVISION 23.3. ALL CABLING BY DIVISION 26/28
TYPES:
A: NON-FUSEDB: FUSEDM: MOTOR RATED SWITCHR: RECEPTACLE/CORD/PLUGN: NOT REQUIREDC: CKT BREAKER WITHIN SIGHTP: PACKAGED BY MANUFACTURER
SIZES:
AF: AMPERE FRAMEAT: FUSE SIZE (RK5, UON)
TYPES:VFD: VARIABLE FREQUENCY DRIVE W/ INTEGRAL DISC.CMS: COMBINATION MOTOR STARTERATL: ACROSS THE LINE STARTER, FVNRM: MOTOR RATED SWITCH - MANUAL STARTERAQUA: LINE VOLTAGE AQUA STATN: NOT REQUIREDP: PACKAGED CONTROLLER BY MANUFACTURERLVT: LINE VOLT T-STAT ('R' INDICATES REVERSE TYPE)
EQUIPMENTTAG EQUIPMENT TYPE LOCATION ONPLAN FLA HP V PH
HOMERUNTO CKTBKR CONDUCTORS &CONDUIT CONNECTIONBY (DIVISION)SUPPLY DUCT SMOKE RETURNDUCT SMOKE
UNITSHUTDOWNBY DUCT SMOKE
DISCONNECTTYPE/SIZE
NEMAENCLOSURETYPE
FURNISHEDBY(DIVISION)
INSTALLEDBY(DIVISION)
STARTERTYPE
NEMAENCLOSURETYPE
FURNISHEDBY(DIVISION)
INSTALLEDBY(DIVISION)
ACCU-1 SPLIT SYSTEM (OUTDOOR UNIT)ROOF 24MCA - 208 1 PANEL LP-4D 30/2 (2)#10 & #10G, 3/4"C 26 NO NO NO A 3R 26 26 P -23 26
HWU-1 SPLIT SYSTEM (INDOOR UNIT)MACH RM. 1 MCA - 208 1 NO NO NO INDOOR UNIT IS CONTROLLED VIA OUTDOOR UNIT.
EF-3 EXHAUST FAN ROOF -5 208 3 30/3 (2)# 12 & #12G, 1/2"C 26 NO NO NO P -23 26 P -23 26
EF-9 EXHAUST FAN ROOF -3/4 208 1 20/2 (2)# 12 & #12G, 1/2"C 26 NO NO NO P -23 26 P -23 26
EF-20 EXHAUST FAN ROOF -1/2 120 1 20/1 (2)# 10 & #10G, 3/4"C 26 NO NO NO P -23 26 P -23 26
SP-1 SUMP PUMP ELEVATOR PIT -1-1/2 208 3
DIST. PANELAP-EM-SA 20/3 (3)#12 & #12G, 3/4"C 26 NO NO NO A 1 26 26 P -22 26
UH-1 UNIT HEATER ROOF 1 MCA - 120 1 PANEL LP-4D 20/1 (2)# 12 & #12G, 1/2"C 26 NO NO NO M 1 26 26 P -26 26
GENERAL SCHEDULE NOTES:
1. CONTRACTOR TO INSTALL STARTER/DISCONNECT ADJACENT TO UNIT. INSTALLATION TO COMPLY WITH NEC ARTICLE 110.26. PROVIDE ALL NECESSARY RACKING/MOUNTING HARDWARE.
2. EQUIPMENT FURNISHED BY OTHERS. COORDINATE WITH ASSOCIATED TRADE CONTRACTOR.
3. CONFIRM HP, VOLTAGE AND PHASE CONNECTIONS PRIOR TO ROUGH-IN OF EQUIPMENT. COORDINATION REQUIRED BETWEEN TRADES.
4. STARTERS SHALL BE NEMA STYLE AND SIZED BASED ON ELECTRICAL LOAD DATA LISTED ON SCHEDULE.
5. MOTOR RATED SWITCHES SHALL BE EQUIPPED WITH HEATERS, WHICH SHALL BE SIZED BASED ON NAMEPLATE DATA (TO BE OBTAINED IN FIELD), NOT ON ELECTRICAL LOAD DATA ON SCHEDULE
6. CIRCUIT BREAKERS INDICATED ON SCHEDULE ABOVE SHALL BE PROVIDED BY THE CONTRACTOR IN THE PROPOSED PANEL (THEY ARE NOT EXISTING BREAKERS, UNLESS INDICATED ON THE PANELBOARD SCHEDULE).
7. FOR THIS PROJECT, THE FOLLOWING HAS BEEN ASSUMED BY THE ENGINEER:
DIVISION 26: ELECTRICAL SUB
DIVISION 23: MECHANICAL SUB AND/OR CONTROLS SUB
DIVISION 22: PLUMBING SUB
REMARKS:
UTILIZE SPARE CIRCUIT BREAKER IN EXISTING PANEL SPACE. PROVIDE NEW CIRCUIT BREAKER AS NECESSARY, MATCH EXISTING BREAKER TYPE, AIC RATING, ETC. PROVIDE NEW CONDUCTORS/CONDUIT AS SHOWN IN SCHEDULE.
CONNECT NEW UNIT TO CIRCUIT MAINTAINED DURING DEMO PHASE. REFER TO ED-101 & E-401 FOR ADDITIONAL INFORMATION. COORDINATE WITH MECHANICAL CONTRACTOR.
REPLACEMENT UNIT IS PART OF ALTERNATE 1. REFER TO NOTES ON SHEETS E-101 & E-401 FOR ADDITIONAL INFORMATION.
2 3
2 3
2 3
1
1
2
3
LUMINAIRE SCHEDULE
TYPE DESCRIPTION FIXTURE BASIS OF DESIGN LENS/DIFFUSER VOLTAGE LAMPS BALLAST BASIS OF DESIGN MOUNTING DMMING REMARKS
SN 4' LED STRIPLIGHT COOPER METALUX4-SNLED-LD5-41SL-LC-UNV-L835-CD-1-U CLEAR LENS 120V
LED 3500K, 4269LUMENS, 31W 0-10V DIMMING DRIVER SURFACE (CEILING)NO
WALL-MOUNTEDEMERGENCY LIGHTING FIXTURE COOPER (SURE LITES) LEM WHITE 120V LED WALL
WALL-MOUNTED EMERGENCY LIGHTINGFIXTURE WITH REMOTE HEAD COOPER (SURE LITES) LEM2 WHITE 120V LED WALL
EXIT SIGN - QUANTITY & ORIENTATIONOF FACES & HANDS AS INDICATED ONDRAWINGS
COOPER (EVENLITE)SOV-AC-R-1C/2M-WH-SW/RC
REDCLEAR 1 FACEMIRROR 2 FACE 120V LED N/A CEILING OR WALL N/A
GENERAL SCHEDULE NOTES:
1.MODELS ARE GIVEN FOR QUALITY ONLY. SUBSTITUTE LIGHT FIXTURES SHALL BE OF APPROVED EQUAL OR GREATER QUALITY.
2.PROVIDE ALL NECESSARY MOUNTING HARDWARE FOR CEILING TYPE PROPOSED.
REMARKS:
INTERCEPT & CONNECT TO NEAREST NON-SWITCHED PORTION OF LIGHTING CIRCUIT. TYPICAL FOR ALL EBU'S AND EXIT SIGNS.
FIXTURE TO BE PROVIDED WITH EMERGENCY BATTERY BACK-UP.
CONTRACTOR IS TO REFER TO FLOOR PLANS TO DETERMINE ORIENTATION OF FACES & ARROWS, AND TO VERIFY MOUNTING TYPE.
COORDINATE FINAL MOUNTING HEIGHTS & LOCATIONS INFIELD PRIOR TO ROUGH-IN.
4
EBU 1 2 4
1 2 4
1 2 3 4
1
2
3
4
RACEWAY SCHEDULE
AREA CABLING/RACEWAY METHOD REMARKS
FINAL CONNECTIONS TO EQUIPMENT. LIMIT LENGTH TO 6'-0" OR LESS.FMC CABLE (DRY LOCATIONS)LFMC CABLE (WET/DAMP LOCATIONS)SEE NOTES BELOW
PERMITTED ONLY WHERE PRIOR APPROVAL HAS BEEN GRANTED. GENERALLY - AREASWHERE EMT CONDUIT USAGE IS NOT PRACTICAL (FISHING CABLES BEHIND LC ROOMWALL CAVITIES, ETC.).MC CABLE SEE NOTES BELOW
BRANCH CIRCUITS & FEEDERS CONCEALED DRY AREAS, PANELBOARD HOMERUNS,EXPOSED (NON FINISHED AREAS)EMT SEE NOTES BELOW
BELOW 10' IN MECH ROOMS, WET OR DAMP AREAS, OR AREAS SUBJECT TO PHYSICALDAMAGE. ALL EXTERIOR WIRING.GRS SEE NOTES BELOW
VERTICAL RUNS THROUGH ELEVATOR SHAFT (ELEVATOR FEEDERS ONLY)GRS
USE WHERE DIRECTED ON DRAWINGS OR WHERE DEVICES (FIXTURES, ETC. AREPROPOSED ON EXISTING NON-FISHABLE SURFACES (BLOCK/BRICK/MASONRY).SURFACE METAL RACEWAY(WIREMOLD OR EQUAL)SEE NOTES BELOW
GENERAL CONDUIT SCHEDULE NOTES:
1.FITTINGS:
- EMT: SET SCREW TYPE WITH INSULATED BUSHINGS & THROAT.
- GRS: THREADED STEEL WITH INSULATED BUSHINGS & THROAT.
- MC: CLAMP STYLE WITH LOCKNUTS AND INSULATED BUSHING & THROAT
- SURFACE RACEWAY/WIREMOLD: MANUFACTURER APPROVED FITTINGS NECESSARY, AS REQUIRED FOR COMPLETE INSTALLATION.
2. ALL CIRCUITS SHALL CONTAIN DEDICATED NEUTRALS (NO MULTI-WIRE CIRCUITS PERMITTED)
3. CONDUIT SHALL NOT BE UTILIZED FOR EFFECTIVE GROUND FAULT RETURN PATH. ALL CIRCUITS SHALL CONTAIN DEDICATED GREEN INSULATEDCONDUCTOR SIZED PER DRAWINGS OR IN ACCORDANCE WITH APPLICABLE NEC CRITERIA.4.ALL RACEWAY TYPES ARE UNLESS OTHERWISE NOTED ON THE DRAWINGS.
5.ANY EMPTY RACEWAYS SHALL BE EQUIPPED WITH A PULL ROPE.
6. ALL CONDUITS SHALL BE LABELED WITH VOLTAGE, PANEL OR ORIGIN AND LOAD SERVED.
TEXT ADJACENT TO SYMBOL REPRESENTS THE TAG
SWITCH TAG SCHEDULE
SWITCH TAG DESCRIPTION FACEPLATE &DEVICE COLOR BASIS OF DESIGNFACEPLATE SWITCH TYPE BASIS OF DESIGNSWITCH REMARKS
NO MARKING STANDARD SWITCH GRAY THERMOPLASTIC NYLON 20A, 115V PASS & SEYMOUR PT20AC1-I
GENERAL SCHEDULE NOTES:1.NYLON FACEPLATE COLOR SHALL MATCH DEVICE COLOR
2."a, b, c ..." LOWER CASE LETTERING IS USED TO INDICATE FIXTURE SWITCHING CONFIGURATION
XX
EBU
SN2 2' LED STRIPLIGHT COOPER METALUX2-SNLED-LD5-26SL-LC-UNV-L835-CD-1-U CLEAR LENS 120V
LED 3500K ,2747LUMENS, 21W 0-10V DIMMING DRIVER SURFACE (CEILING)NO 4
LW LED WALLPACK FIXTURE HE WILLIAMSVWMH-L10/830-TL-DBZ-CGL-P-DIM-UNV DARK BRONZE 120V LED 13W, 1000 LUMENS 0-10V DIMMING DRIVER WALL NO 4 5
PROVIDE WITH BUTTON TYPE 120V PHOTOCONTROL.5
SNL 4' LED STRIPLIGHT COOPER METALUX4-SNLED-LD5-34SL-LC-UNV-L835-CD-1-U CLEAR LENS 120V
LED 3500K, 3567LUMENS, 25W 0-10V DIMMING DRIVER SURFACE (WALL)NO 4
CIRCUIT SERVED BREAKER
150 AMP FRAMEMLO
208/120 VOLT 3ָ, 4WG22KAIC
LTS. - CORR C
PANEL LP-4D(ETR)
AMP POLE
BREAKER
1
3
5
7
9
11
13
15
17
19
21
2325
27
29
31
33
35
37
39
CIRCUIT SERVED
2
4
6
8
10
12
14
16
18
20
22
24
26
28
30
32
34
36
38
40
CIRCUITNUMBER CIRCUITNUMBERAMP POLE
LTS. - 494120
120 120
1LTS. - 486, 488 20 LTS. - 490, 492120
1PENTHOUSE RECEPTACLES 20
1EF-2 20 SMOKE HATCH120
SPARE320
SPARE320
120
ELEVATOR # 1 CAB LIGHTING & VENTILATION115
TELEPHONE OUTLET120
120
REC. - CORR REC. - 402E, 414, 416
JSE
PLUGMOLD- 477
REC. - CORR E
WATER COOLER
PENTHOUSE LIGHTING
EF-1 CONTROL PANEL
VOIP CONVERTER POWER
120
120
120
120
230
LTS. CORR E & C120
120
120
120
120
120
BREAKERS/LOADS SHOWN IN LIGHTTEXT/FONT ARE EXISTING TOREMAIN. (TYP.)
LOADS SHOWN IN DARK TEXT/FONTARE NEW. UTILIZE SPAREBREAKERS/PANEL SPACE. PROVIDEBREAKERS/SIZE AS SHOWN. (TYP.)
REC. - CORR D
REC. - 488, 490, 492 120 120 REC.- 498, 402
120
120
LTS. - 498
120
120
120
120 LTS. - 494LTS. - 498
LTS. - 473, 475LTS. - 476, 480
LTS. - SECRETARY AREA N.W.LTS. - 484, 482
UNIT HEATER UH-1
SPARE
ACCU-1, HWU-1
39 40REC. - 494E, 498W REC. - 416E, 410, 420
120120
120 120
ELEVATOR # 2 CAB LIGHTING & VENTILATION
NO
NON/A
N/A
The design concepts, construction drawings and details presented herein are the sole property of Architectural Resources, P.C.Any reproduction or other use of this information without the written consent of Architectural Resources, P.C. is expressly prohibited. All rights reserved. Copyright Architectural Resources, P.C.1 3 4 5
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3/12/2020 4:59:34 PMP:\00 JSE PROJECTS\2019\276-19 Cornell-Uris Hall Elevator\1-Active Drawings\3-MPE\E-501.dwg564.15
Bid Submission
12.01.2020Cornell University Uris HallElevator Modernization109 Tower RdIthaca, New York 14853No. Description Date
Spring Line Design
73 Troy RoadEast Greenbush, NY 12061
518-487-4755518-670-0122 fax
Jade Stone Engineering
444 Van Duzee StreetWatertown, NY 13601
315-836-4062
Delta Engineers, Architects,& Land Surveyors
860 Hooper RoadEndwell, NY 13760
607-231-6600
Schedules
E-501
BCW
SCALE:
ELEVATOR SHAFT ELEVATIONTYPICAL FIRE ALARM
NTSE-6011
GENERAL NOTES
1. CONTRACTOR TO COORDINATE ELEVATOR PHONEROUGH-IN/CONNECTION WITH ELEVATOR INSTALLER IN THEFIELD. CONTRACTOR TO INTERCEPT AND EXTEND EXISTINGPHONE LINE (AT TO BE REMOVED ELEVATOR CONTROLCABINET- ELEVATOR MACHINE ROOM 2B00UG) TO THEELEVATOR CONTROLLER. EXTEND PHONE LINE AS REQUIRED.
2. ANY CHANGE, MODIFICATION, OR DISCONNECT OFELEVATOR PHONES MUST BE COORDINATED THROUGHCORNELL EH&S & CIT. CORNELL PROJECT MANAGER MUST BETHE ONE WHO SUBMITS THE REQUEST FOR CHANGE.
3. ALL ELEVATOR RECALL PROGRAMMING SHALL BE INACCORDANCE WITH ASME A17.1. COORDINATE WITH THEELEVATOR VENDOR AND PROVIDE ALL ASSOCIATED FIREALARM PROGRAMMING AND ADDITIONAL FIRE ALARMCONTROL RELAYS AS REQUIRED TO SATISFY A17.1 ANDLOCAL AHJ REQUIREMENTS.
4. COORDINATE ROUTING OF ALL CONDUIT IN THE ELEVATORMACHINE ROOM AND ELEVATOR PIT WITH THE ELEVATORINSTALLER.
5. PROVIDE TEMPORARY HEAT DETECTORS IN PLACE OF SMOKEDETECTORS IN LOBBIES/MECH ROOM/SHAFT DURINGCONSTRUCTION TO PREVENT NUISANCE TRIPPING, ASNECESSARY.DETAIL NOTES:
IF EXISTING DETECTOR IS ACTIVATED, ELEVATOR IS TORECALL TO MAIN RECALL FLOOR, OPEN DOOR, ACTIVATEIN-CAR WARNING LIGHT, AND INITIATE DISTINCT VISIBLEALARM AT FACP. DETECTOR IS EXISTING TO REMAIN -PROVIDE UPDATED FACP PROGRAMMING ANDASSOCIATED ELEVATOR CONTROL RELAYS.
IF EXISTING DETECTOR IS ACTIVATED, ELEVATOR IS TORECALL TO ALTERNATE RECALL FLOOR, OPEN DOOR,ACTIVATE IN-CAR WARNING LIGHT, AND INITIATE DISTINCTVISIBLE ALARM AT FACP. DETECTOR IS EXISTING TOREMAIN - PROVIDE UPDATED FACP PROGRAMMING ANDASSOCIATED ELEVATOR CONTROL RELAYS.
ELEVATOR EMERGENCY STOP SWITCH ADJACENT TO LIGHTSWITCH IN ELEVATOR HOISTWAY PIT. PROVIDECONNECTION (CONDUCTORS, CONDUIT, TERMINATIONS)TO ELEVATOR CONTROLLER.
PROVIDE & INSTALL NEW LIGHT FIXTURE PER FLOOR PLANNOTES. COORDINATE FINAL FIXTURE AND SWITCHLOCATION WITH THE ELEVATORMANUFACTURER/INSTALLER TO AVOID CONFLICT. LOCATELIGHT SWITCH ON WALL NEAREST TO PIT ACCESS LADDER.
REFER TO E-101 FOR ELEVATOR PIT RECEPTACLEINFORMATION.
FIRE ALARM DETAIL NOTES:
1. EXISTING SYSTEM IS MAINTAINED BY WEST FIRE SYSTEMS INC. CONTACT ANDCOORDINATE ALL WORK WITH WEST FIRE SYSTEMS INC. CONTACT INFOTIMOTHY MCGEE - (585)-663-8530 EXT. 103
2. EXISTING SYSTEM IS A GAMEWELL/FCI E3 NETWORK AUDIO SYSTEM. ALL NEWFIRE ALARM DEVICES TO BE COMPATIBLE WITH THE EXISTING SYSTEM.
3. ALL WIRING SHALL BE AS REQUIRED FOR COMPLETE AND OPERABLE SYSTEMAND SHALL BE PER MANUFACTURERS RECOMMENDATIONS.
4. SEVERAL SHOP DRAWINGS SHALL BE REQUIRED TO COMPLETE PROPOSEDDESIGN. WEST FIRE SYSTEMS INC. SHALL PROVIDE REVISED SHOP DRAWINGSWHICH ILLUSTRATE ALL CHANGES TO PROGRAMMING AND FIELD WIRINGTHAT RESULT FROM THIS PROJECT.
5. RISER DIAGRAM IS SCHEMATIC IN NATURE AND DOES NOT REFLECT ACTUALQUANTITIES OF DEVICES REQUIRED. PROVIDE ALL REQUIREDEQUIPMENT/RELAYS AND ASSOCIATED PROGRAMMING NECESSARY FOR ACOMPLETE AND OPERABLE SYSTEM THAT MEETS THE REQUIRMENTS OFNFPA72 AND THE ANSI ELEVATOR CODE.
6. PROVIDE BATTERY BACK-UP CAPABILITY IN ACCORDANCE WITH NFPA 72 INTHE EVENT OF UTILITY POWER FAILURE.
7. THE FIRE ALARM SYSTEM SHALL BE INSTALLED AND TESTED IN ACCORDANCEWITH NFPA 70, NFPA 72, AND LOCAL JURISDICTION REQUIREMENTS.
8. CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH WORKREQUIRED TO BE PERFORMED BY WEST FIRE SYSTEMS INC.
REQUIRED DOCUMENTATION:
THE FOLLOWING IS TO BE SUBMITTED TO THE ENGINEER AND OWNER FORREVIEW AND RECORD KEEPING (PER IBC):
1. NYS DEPARTMENT OF STATE LICENSE TO INSTALL FIRE ALARM SYSTEMSAND NICET CERTIFICATION.2. CERTIFICATION FROM THE FIRE ALARM EQUIPMENT MANUFACTURER THATALL EQUIPMENT AND DEVICES ARE UL LISTED3. ELECTRICAL LOAD AND POWER SUPPLY CALCULATIONS: CALCULATIONSUSING ACTUAL AMPERAGE LOADS FOR EACH DEVICE DURING STANDBYAND ALARM CONDITIONS.4. BATTERY CALCULATIONS5. CONDUCTOR TYPE AND SIZES6. VOLTAGE DROP CALCULATIONS7. DRAWINGS/SCHEDULES:
·FLOOR PLANS - ALL EQUIPMENT AND DEVICE LOCATIONS
·TYPICAL WIRING DIAGRAMS - FOR EACH DEVICE SHOWINGTERMINATION IDENTIFICATIONS, SIZE AND TYPE OF CONDUCTORS.
·SYSTEM RISER DIAGRAMS - NUMBER, SIZE AND TYPE OF RISERRACEWAYS AND CONDUCTORS IN EACH RISER RACEWAY AND NUMBEROF EACH DEVICE. INCLUDE POINT TO POINT WIRING, ADDRESS ANDEXACT LABEL DESCRIPTION OF EACH ADDRESSABLE DEVICE.
·SYSTEM INPUT/OUTPUT SEQUENCE OF OPERATION
USAGE CABLING/RACEWAY METHOD REMARKS
GENERAL CONDUIT SCHEDULE NOTES:
1. FITTINGS:
·EMT: SET SCREW TYPE, INSULATED BUSHINGS AND THROATS
·GRS: THREADED STEEL, INSULATED BUSHINGS AND THROATS
·FMC: CLAMP STYLE WITH LOCKNUTS AND INSULATED BUSHING AND THROAT
·SURFACE RACEWAY/WIREMOLD: MANUFACTURER APPROVED FITTINGS NECESSARY, AS REQUIRED FOR COMPLETE INSTALLATION.
2. ALL RACEWAY TYPES ARE UNLESS OTHERWISE NOTED ON THE DRAWINGS.
3. EMT CONDUITS SHALL BE RED (PRE-PAINTED BY MANUFACTURER)
EMT
GRS
SEE NOTES BELOW
SEE NOTES BELOW
SEE NOTES BELOWFMC
CONCEALED RACEWAY IN ACCESSIBLE DRY, HOLLOW SPACES, EXCEPT WHERERGS IS REQUIRED
EXPOSED RACEWAY IN UNFINISHED SPACES, MECHANICAL ROOMS, ELECTRICALROOMS, DAMP/WET AREAS OR HAZARDOUS SPACES
DRY LOCATIONS FOR FISHING CIRCUITS WITHIN INACCESSIBLE WALLS ANDCEILINGS OR FOR FINAL CONNECTIONS TO VIBRATING EQUIPMENT (AHU'S, ETC)
SEE NOTES BELOWFINISHED SPACES: WHERE DEVICES ARE REQUIRED TO BE MOUNTED TOEXISTING INPENETRABLE/NON FISHABLE WALL CAVITIES (BRICK, CMU, ETC..)SINGLE CHANNEL SURFACE METAL RACEWAY(WIREMOLD V700 OR SIMILAR)
FIRE ALARM RACEWAY SCHEDULE
FIRE ALARM SYSTEM AND CONNECTED APPLIANCES/DEVICES SHALL BE PROTECTEDAND MAINTAINED THROUGHOUT CONSTRUCTION DURATION. DISABLE ONLY PARTIALSECTIONS OF SYSTEM AS NECESSARY TO PERFORMMODIFICATIONS/REMOVALS/REPLACEMENTS/UPGRADES. COORDINATE ANYDOWNTIME WITH CAMPUS AND CAMPUS DISPATCH/SUPERVISING STATION WELL INADVANCE.
PHASING AND SHUTDOWN LIMITATIONS:
1ST FLOOR ALTERNATE RECALL FLOOR
SUB-BASEMENT
BASEMENT MAIN RECALL FLOOR (EGRESS FLOOR)
2ND FLOOR
3RD FLOOR
ELEVATOR #2
SD
SD
SD
SD
SD
SD
SDHATCH
4TH FLOOR
PENTHOUSE
1
2
3
4
5
5
4
3
2
1
1
1
1
1
6
PROGRAM FIRE ALARM RESPONSE SO THAT UPONACTIVATION OF SMOKE DETECTOR THE CONTROL RELAYSHALL CAUSE A CHANGE OF STATE IN 120V POWER, THUSRELEASING THE LATCH MECHANISM.
6
1ST FLOOR ALTERNATE RECALL FLOOR
SUB-BASEMENT
BASEMENT MAIN RECALL FLOOR (EGRESS FLOOR)
2ND FLOOR
3RD FLOOR
ELEVATOR #1
SD
SD
SD
SD
SD
SD
SDHATCH
4TH FLOOR
PENTHOUSE
5
4
3
2
1
1
1
1
1
6
7
8
7
8
7
8
7
8
7
8
PROVIDE TWO-WAY COMMUNICATION CALL STATION.BASIS OF DESIGN: VIKING E-1600-45A. COORDINATELOCATION IN FIELD WITH CAMPUS PRIOR TO ROUGH-IN.
7
FOR EACH TWO-WAY COMMUNICATION CALL STATION,PROVIDE (1) CAT 6, 3/4"C. CONNECT WIRING TO CAMPUSNETWORK IN DATA G30. COORDINATE NETWORKCONNECTION LOCATION AND CABLING/CONNECTIONREQUIREMENTS WITH CORNELL CIT PRIOR TO ROUGH-IN.FOR TWO-WAY COMMUNICATION CALL STATIONS ONOTHER FLOORS, UTILIZE EXISTING UTILITY CHASE TO RUNCABLING/CONDUIT.
8
9
FOR EACH ELEVATOR CONTROLLER, PROVIDE (2) CAT 6,3/4"C FOR ELEVATOR CAB COMMUNICATIONS. CONNECTWIRING TO CAMPUS NETWORK IN DATA G30.COORDINATE NETWORK CONNECTION LOCATION ANDCABLING/CONNECTION REQUIREMENTS WITH CORNELLCIT AND ELEVATOR INSTALLER PRIOR TO ROUGH-IN.
9
9
The design concepts, construction drawings and details presented herein are the sole property of Architectural Resources, P.C.Any reproduction or other use of this information without the written consent of Architectural Resources, P.C. is expressly prohibited. All rights reserved. Copyright Architectural Resources, P.C.1 3 4 5
1 3 4 5
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Client No:
Drawn by:
Sheet No:
A|r Job No:
Revisions
Seal
3/12/2020 4:59:34 PMP:\00 JSE PROJECTS\2019\276-19 Cornell-Uris Hall Elevator\1-Active Drawings\3-MPE\E-601.dwg564.15
Bid Submission
12.01.2020Cornell University Uris HallElevator Modernization109 Tower RdIthaca, New York 14853No. Description Date
Spring Line Design
73 Troy RoadEast Greenbush, NY 12061
518-487-4755518-670-0122 fax
Jade Stone Engineering
444 Van Duzee StreetWatertown, NY 13601
315-836-4062
Delta Engineers, Architects,& Land Surveyors
860 Hooper RoadEndwell, NY 13760
607-231-6600
Electrical Details
E-601
BCW
SHEET KEY NOTES:
EXISTING ELEVATOR TO BE REMOVED. REMOVE ALL CONDUCTORS/WIRING BACK TO SOURCE. DISCONNECT ANDREMOVE ASSOCIATED DISCONNECTS.
PROVIDE (3)#1 & #8G, 1-1/2"C TO FEED EACH NEW ELEVATOR CONTROLLER. REFER TO E-101 & E-401 FORCONDUCTOR/CONDUIT ROUTING. (TYPICAL OF 2 ELEVATORS)
1
2
SCALE:
Partial Electrical Single Line Diagram
NTSE-7011
GENERAL SHEET NOTES:
1. REFER TO E-001 FOR ELECTRICAL LEGENDS, ABBREVIATIONS AND GENERAL PROJECT NOTES.2. PROVIDE GROUNDING PER NEC FOR ALL ELECTRICAL EQUIPMENT AND ASSOCIATED EQUIPMENT.3. ALL CONDUCTORS AND EQUIPMENT NOT SHOWN FOR CLARITY. COORDINATE WITH ALL TRADES AND PROVIDECOMPLETE ELECTRICAL CIRCUITING FOR ALL INSTALLED EQUIPMENT. ALL REQUIREMENTS TO BE PER NEC.4. REFER TO CONTROL DIAGRAMS FOR ADDITIONAL INFORMATION/REQUIREMENTS.5. REFER TO ELECTRICAL FLOOR PLAN DRAWINGS AND ELECTRICAL SITE PLAN FOR GENERAL LOCATIONS.6. REFER TO ELECTRICAL DETAIL SHEETS AND SCHEDULE SHEETS FOR ADDITIONAL INFORMATION/REQUIREMENTS.7. CONTRACTOR TO PROVIDE ADDITIONAL LUG TERMINATION KITS AS NECESSARY TO TERMINATE THE NUMBER OFSETS OF CONDUCTORS SHOWN/SPECIFIED.8. REFER TO ELECTRICAL DETAIL SHEETS AND SCHEDULE SHEETS FOR ADDITIONAL INFORMATION/REQUIREMENTS.
SUB-BASEMENT
BASEMENT
GROUND FLOOR
FIRST FLOOR
SECOND FLOOR
THIRD FLOOR
FOURTH FLOOR
ROOF/PENTHOUSE
800A3P
2000A3P
PANEL FEEDER NOTSHOWN
LOADS NOTSHOWN FORCLARITY
MDP- 2000A, 208Y/120V, 3ɸ, 4W (ETR)
800A3P
DIST. PANEL DP-SA- 800A, 208Y/120V, 3ɸ, 4W, 25KAIC, (ETR)
LOADS NOTSHOWN FORCLARITY
250AF100AT3P
ELEV-2(TBR)
ELEV-2DISCONNECT(TBR)
ELEV-1(TBR)
ELEV-1DISCONNECTS(TBR)11
11
2
100A3PECB, LSIG
2
PANEL'LP4D'
PANEL FED VIADISTRIBUTIONPANEL DP-2D(ETR)
PROVIDE 100A, 3P LSIG ENCLOSED CIRCUIT BREAKER IN NEMA 1 ENCLOSURE ADJACENT TO ELEVATORCONTROLLER. REFER TO E-401 FOR ADDITIONAL INFORMATION. NOTE: ELEVATOR FEEDER BREAKER SIZE IS BASEDOFF OF PRELIMINARY INFORMATION. COORDINATE BREAKER SIZE WITH APPROVED ELEVATOR SHOP DRAWINGDURING SUBMITTAL PHASE.
3
100A3PECB, LSIG33
22
UTILIZE EXISTING CIRCUIT BREAKERS ORPHANED IN DISTRIBUTION PANEL DP-SA FROM EXISTING ELEVATORREMOVAL FOR NEW ELEVATOR CONTROLLER CIRCUITS. MODIFY CIRCUIT BREAKER SO THAT LONG TIME PICKUPIS 100A. REFER TO REFERENCE PHOTO, THIS SHEET, FOR ADDITIONAL INFORMATION. (NOTE: ELEVATOR BREAKERLONG TIME PICKUP IS BASED OFF OF PRELIMINARY INFORMATION. COORDINATE BREAKER SIZE WITH APPROVEDELEVATOR SHOP DRAWING DURING SUBMITTAL PHASE.)
4
4 4
5
EXISTING PANEL 'LP-4D' TO FEED MISCELLANEOUS PENTHOUSE 208/120V LOADS. REFER TO FLOOR PLAN, SHEETE-401/402 & PANEL SCHEDULE SHEET E-501 FOR LOAD QUANTITIES/SIZES.5
1P20AT30AF
1P20AT30AF
6 6
7 7
PROVIDE DEDICATED 20A, 1P CIRCUIT FROM EXISTING PANEL 'LP-4D' FOR ELEVATOR CAB LIGHTING ANDVENTILATION. FOR CIRCUIT, PROVIDE (2)#12 & #12G, 3/4"C. UTILIZE EXISTING PANEL SPACE, PROVIDE NEWCIRCUIT BREAKER AS NECESSARY. MATCH EXISTING BREAKER TYPE AIC RATING ETC.
6
PROVIDE (2)#12 & #12G, 3/4"C.7
PROVIDE 30AF/20AT/1P NEMA 1 FUSED DISCONNECT FOR ELEVATOR CAB LIGHTING AND VENTILATION CIRCUIT.REFER TO FLOOR PLAN, SHEET E-401, FOR LOCATION.8
88
MELEVATOR 2REPLACEMENT(78A WORST CASELOAD)
MELEVATOR 1REPLACEMENT(78A WORST CASELOAD)
250AF100AT3P
SCALE:
Elevator Circuit Breaker Reference Photo
NTSE-7012
UTILIZE EXISTING CIRCUIT BREAKERS ORPHANED INDISTRIBUTION PANEL DP-SA FROM EXISTINGELEVATOR REMOVAL FOR NEW ELEVATORCONTROLLER CIRCUITS. EXISTING CIRCUIT BREAKERSARE SQUARE D POWERPACT JD 250. MODIFY CIRCUITBREAKER SO THAT LONG TIME PICKUP IS 100A. (NOTE:ELEVATOR BREAKER LONG TIME PICKUP IS BASED OFFOF PRELIMINARY INFORMATION. COORDINATEBREAKER SIZE WITH APPROVED ELEVATOR SHOPDRAWING DURING SUBMITTAL PHASE.)The design concepts, construction drawings and details presented herein are the sole property of Architectural Resources, P.C.Any reproduction or other use of this information without the written consent of Architectural Resources, P.C. is expressly prohibited. All rights reserved. Copyright Architectural Resources, P.C.1 3 4 5
1 3 4 5
A
B
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A
B
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D D
2
2
Client No:
Drawn by:
Sheet No:
A|r Job No:
Revisions
Seal
3/12/2020 4:59:34 PMP:\00 JSE PROJECTS\2019\276-19 Cornell-Uris Hall Elevator\1-Active Drawings\3-MPE\E-701.dwg564.15
Bid Submission
12.01.2020Cornell University Uris HallElevator Modernization109 Tower RdIthaca, New York 14853No. Description Date
Spring Line Design
73 Troy RoadEast Greenbush, NY 12061
518-487-4755518-670-0122 fax
Jade Stone Engineering
444 Van Duzee StreetWatertown, NY 13601
315-836-4062
Delta Engineers, Architects,& Land Surveyors
860 Hooper RoadEndwell, NY 13760
607-231-6600
Partial Single Line
Diagram and Riser
Diagram
E-701
BCW