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Home My WebLink AboutCorson-Mudd 351-317 Renovation Indexed DrawingsDrawing ListGeneralG-000Cover SheetG-001Code Compliance Plan & NotesArchitecturalA-000 General Notes and LegendsA-101 Partial Third Floor Plans - Offices 315 & 317 A-102 Partial Third Floor Plans - Office 351A-601 Interior Details and Door ScheduleA-602 Room Finish Plans, Schedule & LegendA-603 SpecificationsPlumbingP-000Plumbing Symbols, Notes & AbbreviationsP-101Plumbing DemolitionP-102Plumbing New WorkMechanicalM-000HVAC Symbols, Notes & AbbreviationsM-101HVAC DemolitionM-102HVAC New WorkM-500HVAC DetailsM-600HVAC SchedulesMC-000BMS Controls Legend and NotesMC-101Controls SchematicsMC-102Controls Points ListElectricalE-000Electrical Symbols, Notes & AbbreviationsE-500Electrical Details & SchedulesED-101Electrical Demolition - LightingED-102Electrical Demolition - Power & TelecomEL-101Electrical Lighting PlanEP-101Electrical Power PlanET-101Telecom PlanFA-101Fire Alarm PlanFire ProtectionFP-000Fire Protection Symbols, Notes & AbbreviationsFP-101Fire Protection DemolitionFP-102Fire Protection New WorkHarzardous MaterialsAR-101Asbestos Abatement PlanThese documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR. All rights reserved. ©387 East Main Street Rochester NY 14604585 232 8300 | rochester@swbr.comFILE PATH:SWBR Project NumberChecked By:Project Manager:Drawn By:RevisionsSWBR Project #1/17/2020 4:53:18 PMC:\1-Local Revit Models 2019\19885.00 CU Corson-Mudd Lab Renovation-ARCH-R19_cellis@swbr.com.rvt19885.00CWJCover SheetCWJCREG-000100% ConstructionDocumentsCornell UniversityCorson-Mudd 351/317 LabRenovationIthaca, NY01/17/202001/17/2020Corson-Mudd 351/317 LabRenovation100% Construction Documents19885.00215 Tower RdIthaca, NY 14853Architect & Structural Engineer:SWBR387 East Main StreetRochester, NY 14604585 232 8300rochester@swbr.comMechanical, Electrical, Plumbing & Fire Protection Engineer:Erdman Anthony145 Culver Road, Suite 200Rochester, NY 14620585 427 8888Regional MapLocation MapCorson-Mudd HallCorson-Mudd HallPrimary Access Road EntranceLoading DockTOWER ROADGARDEN AVECAMPUS ROADTOWER ROADGARDEN AVECAMPUS ROAD FEFEE301E303E305E309AE309BE309E311E304E304BE306E304AE310E334E318E340E344AE344E344BE344CE321E323E325E331E331AE335E339E341E343E345E347E351E300SBE300SAE320E300CE300EE339AE318AW335BW335CW335DW335W339W311W309W307W305W303W301W320AW320W316W320BW316AW316BW314W314AW308W308AW308CW308DW302W302AW364W360W358W354W354AW350AW350W342W343W345W347W347AW351W355W359W361W363W363AW300SW300CW308BW344W350BW313W317W319W319AW321W321AW327AW327BW327W331W331AW335AW357W319BA300CA300UEA300UFA305A306A300TBA300UGA367A300TAA300SA300JOPEN TO BELOWOPEN TO BELOWE301E303E305E309AE309BE309E311E304E304BE306E304AE310E334E318E340E344AE344E344BE344CE321E323E325E331E331AE335E339E341E343E345E347E351E300SBE300SAE320E300CE300EE339AE318ADNUPDNUPDNUPDNDNDNUPDNUPREF.DNUPDNUPREF.DNUPDNUPPROJECT WORK AREA, SEE PLAN 2/G-001 FOR ROOM INFORMATIONPROJECT WORK AREA, SEE PLAN 3/G-001 FOR ROOM INFORMATIONEEEATD = 77' - 0"CPOE = 22' - 7"CPOE = 25' - 6"EATD = 50' - 5"EATD = 67' - 8"CPOE = 35' - 8"188 SFFACULTY OFFICE315188 SFFACULTY OFFICE317A179 SFOPEN OFFICE317130 SFCONFERENCE317B60 SFKITCHENETTE317C1FB1FBE1FPE1FPE1FPE1FPE1FP1FBE1FBE1FBE 2 S E E2SEICC A117.1-2009, 804.2 EXCEPTION3' - 8"E1FP1FB378 SFOPEN OFFICE351347ELEV300E1FB1FB1FBE1FPE1FPE1FPE1FPE2SEE2SEE2SEE2SEE2SEE2SECLASSIFICATIONS OF BUILDING, AS SPECIFIED IN THE 2015 EDITION OF THE BUILDING CODE OF NEW YORK STATE ARE AS FOLLOWS:BUILDING DATA AND CODE COMPLIANCEBUILDING DATA:CONSTRUCTION CLASSIFICATION:BUILDING OCCUPANCY CLASSIFICATION:FIRE PROTECTION SYSTEM:RENOVATION AREA:EXISTING FLOOR ASSEMBLY:1A (PER RECORD DRAWINGS PROVIDED BY CORNELL)B - BUSINESSPARTIALLY SPRINKLERED1,130 SF2 HR FIRE-RATEDCODE COMPLIANCE PLAN GENERAL NOTESTHE FOLLOWING BUILDING AND ACCESSIBILITY CODES AND STANDARDS ARE APPLICABLE TO THIS PROJECT:1.A.B.C.D.E.F. G.H.I.J.K.2015 INTERNATIONAL BUILDING CODE*2015 INTERNATIONAL FIRE CODE*2015 INTERNATIONAL PLUMBING CODE*2015 INTERNATIONAL MECHANICAL CODE*2015 INTERNATIONAL FUEL GAS CODE*2017 NEW YORK STATE UNIFORM CODE SUPPLEMENTNATIONAL ELECTRICAL CODE, NFPA 70, - 2014 EDITION AS REFERENCED BY THE NYS CODES ABOVE.ICC/ANSI A117.1, ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES -2009 EDITION AS REFERENCED BY THE NYS CODES ABOVE.U.S. DEPARTMENT OF JUSTICE, 2010 AMERICANS WITH DISABILITIES ACT (ADA) STANDARDS FOR ACCESSIBLE DESIGN.2015 INTERNATIONAL ENERGY CONSERVATION CODE**2013 ASHRAE 90.1CODE COMPLIANCE DRAWINGS ARE INTENDED TO ASSIST IN THE PERMIT PROCESS AND TO PROVIDE GENERAL INFORMATION TO THE CONTRACTORS WITH RESPECT TO LIFE-SAFETY PROVISIONS OF THE PROJECT. THESE DRAWINGS SHOULD NOT BE USED TO DETERMINE THE SCOPE OF OTHER WORK SPECIFICALLY INDICATED ELSEWHERE IN THE DOCUMENTS. THESE DRAWINGS SHALL BE USED FOR THE LOCATIONS OF FIRE-RESISTANT RATED WALL CONSTRUCTION.2.REFERENCE FCNYS CHAPTER 33 FOR FIRE SAFETY PROVISIONS DURING CONSTRUCTION, DEMOLITION.3.WHEN THE PREFIX "E" IS INDICATED ON THE CODE COMPLIANCE FLOOR PLAN, IT DENOTES EXISTING WALL CONSTRUCTION WITH A PRESUMED FIRE-RESISTANCE RATING OF THE TYPE INDICATED AS INDICATED ON RECORD DRAWINGS PROVIDED BY THE OWNER. THE ACTUAL CONDITIONS IN THE FIELD HAVE NOT BEEN VERIFIED TO CONFIRM COMPLIANCE. NEW PENETRATIONS REQUIRE FIRESTOP SYSTEMS FOR THE HOURLY RATING INDICATED.4.* AS AMENDED BY 2017 NYS UNIFORM CODE SUPPLEMENT** AS AMENDED BY 2016 NYS ENERGY CODE SUPPLEMENT6.PENETRATIONS THROUGH FIRE-RESISTANT CONSTRUCTION SHALL BE BUILT IN ACCORDANCE WITH U.L. LISTED THROUGH-PENETRATION FIRESTOP SYSTEMS. SEE CODE COMPLIANCE PLAN FOR FIRE-RATED PARTITIONS LOCATIONS.5.CODE COMPLIANCE PLAN LEGENDINDICATES FIRE-RESISTANT WALL CONSTRUCTION OF VARIOUS TYPES AND HOURLY RATINGS. SEE FIRE-RESISTANT CONSTRUCTION LEGEND.FIRE EXTINGUISHER CABINETFIRE EXTINGUISHER (BRACKET MOUNTED)ACCESSIBLE ELEMENTPER ICC/ANSI A117.1-2009XXFECFECPET = X'-X"COMMON PATH OF EGRESS TRAVELEATD = X'-X"EGRESS ACCESS TRAVEL DISTANCEEXIT. MAINTAIN OPERATIONAL AT ALL TIMES DURING CONSTRUCTIONEFIRE RESISTANCE RATING SCHEDULE FOR BUILDING ELEMENTSCONSTRUCTION CLASSIFICATION TYPE 1A.DESCRIPTIONTEST REFERENCECOMMENTSFIRE RESISTANCERATINGSTRUCTURAL FRAME INCLUDING COLUMNS, GIRDERS AND TRUSSES3, EXISTING-EXISTING ASSEMBLY, PROTECTED STRUCTURAL STEELINTERIOR AND EXTERIOR BEARING WALLS3, EXISTING-EXISTING ASSEMBLY, EXTERIOR MASONRY CAVITY WALLFLOOR CONSTRUCTION INCLUDING SUPPORTING BEAMS AND JOISTS2, EXISTING-EXISTING ASSEMBLY, POURED CONCRETE FLOOR SLABROOF CONSTRUCTION INCLUDING SUPPORTING BEAMS AND JOISTS1 1/2, EXISTING-EXISTING ASSEMBLYFIRE-RESISTANT CONSTRUCTION LEGENDDESCRIPTIONPLAN DESIGNATIONFIRE BARRIER (HORIZONTAL EXIT, INCIDENTAL USE/HAZARD, OCCUPANCY SEPARATION)1FB2FBSHAFT ENCLOSURE (FIRE BARRIER AT ELEVATOR, STAIR OR MECHANICAL SHAFT)1SE2SEPRESUMED EXISTING FIRE-RATED ASSEMBLIESPREFIX E. 1FB2FB1SE2SENOTES:1.EE• LOCATED IN ACCESSIBLE CONCEALED FLOOR, FLOOR-CEILING OR ATTIC SPACE• INCLUDE LETTERING NO LESS THAN 3" IN HEIGHT WITH A MINIMUM 3/8" STROKE IN A CONTRASTING COLOR• LOCATED WITHIN 15 FEET OF THE END OF EACH WALL AND AT INTERVALS NOT EXCEEDING 30 FEET MEASURED HORIZONTALLY • WORDING SHALL IDENTIFY THE TYPE OF FIRE-RESISTANT WALL CONSTRUCTION, THE HOURLY FIRE-RATING AND INCLUDE THE WORDING; "PROTECT ALL OPENINGS AND PENETRATIONS"• AREAS EXPOSED TO VIEWING BY THE PUBLIC SHALL BE EXEMPT FROM STENCILINGFIRE-RESISTANT WALL CONSTRUCTION SHALL BE PERMANENTLY IDENTIFIED WITH SIGNS OR STENCILING AS FOLLOWS:FIRE PARTITION (ELEV LOBBY, CORRIDOR WALL, TENANT & DWELLING UNIT SEPARATION)1FP1FPThese documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR. All rights reserved. ©387 East Main Street Rochester NY 14604585 232 8300 | rochester@swbr.comFILE PATH:SWBR Project NumberChecked By:Project Manager:Drawn By:Revisions1/17/2020 4:53:19 PMC:\1-Local Revit Models 2019\19885.00 CU Corson-Mudd Lab Renovation-ARCH-R19_cellis@swbr.com.rvt19885.00CWJCode Compliance Plan& NotesCWJCREG-001100% ConstructionDocumentsCornell UniversityCorson-Mudd 351/317 LabRenovationIthaca, NY01/17/2020NORTH 1/16" = 1'-0"1Third Floor Code Compliance Plan - East Wing 1/8" = 1'-0"2Third Floor Code Compliance Plan - 317 1/8" = 1'-0"3Third Floor Code Compliance Plan - 351 GYPSUM BOARD / METAL STUD SERIES PARTITIONS3 5/8" METAL STUDS AT 16" O.C.(1) LAYER 5/8" GYPSUM BOARD AT ROOM SIDE ONLY.LEGENDINDICATES PARTITION TYPEINDICATES PARTITION HEIGHT ABOVEFINISHED FLOOR:"X" AFCPARTITION TO X" ABOVEFINISHED CEILINGUFCPARTITION TO UNDERSIDE OF FINISHED CEILINGX'-X"WHERE HEIGHT IS NOTED,CONSTRUCT WALL TO THATHEIGHT INCLUDING TOP OFWALL CAP4 7/8"3 5/8" METAL STUDS AT 16" O.C.(1) LAYER 5/8 " GYPSUM BOARD EACH SIDE.1 HOUR FIRE RESISTANT RATED WHEN INDICATED(WITH OR WITHOUT INSULATION) PER UL U419A3UNBALANCED SERIES PARTITIONS4 1/4"U8XX**A3INDICATES PARTITION TYPEINDICATES ADDITIONAL SOUND ATTENUATIONBLANKETS FOR ACOUSTICAL PURPOSES(REFER TO GENERAL PARTITION NOTES)AALL STUD PARTITIONS NOT INDICATED WITH A PARTITION TYPE SHALL BE TYPE A3A.PARTITIONS WITH SOUND ATTENUATION BLANKETS:GYPSUM BOARD TO BE "TYPE X" UNLESS OTHERWISE NOTEDALL PARTITIONS ARE TO BE TO THE UNDERSIDE OF DECK UNLESS OTHERWISE NOTEDDIMENSIONS SHOWN FOR EACH PARTITION DESCRIPTION INDICATE FACE-TO-FACETHICKNESS OF MATERIALS LISTED FOR THAT PARTITIONPROVIDE LISTED U.L. FIRE-RESISTANT JOINT ASSEMBLIES @ TOP OF ALL WALLS INDICATED TO BE FIRE-RESISTANT RATEDTHE TOP OF ALL PARTITIONS FRAMED AGAINST THE UNDERSIDE OF STRUCTURES SHALL HAVE PROVISIONS FOR DEFLECTION & RESTRAINT. SEE DETAIL 1/A-000.FOR STUD CONSTRUCTION NOT EXTENDING TO THE STRUCTURE, PROVIDE DIAGONAL BRACING FROM TOP OF WALL TO STRUCTURE ABOVE. INSTALL AT 12'-0" MAX SPACING AND @ EACH DOOR JAMBREFER TO CODE COMPLIANCE PLANS FOR PARTITION FIRE RESISTANCE RATINGS.GYPSUM BOARD JOINT TREATMENT IN CONCEALED SPACES SHALL BE FIRE TAPED. UNLESS OTHERWISE INDICATED IN A SPECIFIC UL DESIGN, JOINTS SHALL BE FIRE TAPED, AND JOINTS AND FASTENER HEADS COVERED WITH (1) COAT OF JOINT COMPOUND. BASE LAYERS IN MULTI-LAYER SYSTEMS ARE NOT REQUIRED TO HAVE JOINTS OR FASTENER HEADS TAPED OR COVERED WITH JOINT COMPOUND. FOR PARTITIONS SCHEDULED WITH BOARD ON (1) SIDE ONLY, PROVIDE 20 GA. MINIMUM PRE-NOTCHED BRIDGING/SPACING BARS (SIMILAR TO SPAZZER 9200 BY CLARK DIETRICH) AT 4'-0" O.C. HORIZONTALLY. AT CONTRACTORS' OPTION, 1-1/2" x 12GA. C.R. CHANNEL BRIDGING WITH 16 GA. CLIP ATTACHMENT TO EACH STUD CAN BE UTILIZED.GENERAL PARTITION NOTES:A.B.C.D.E.F.G.H.I.J.K.GENERAL NOTES:ALL GENERAL NOTES PERTAIN TO ALL ARCHITECTURAL (A-SERIES) DRAWINGS IN THIS SETWHERE DIFFERENT FLOORING MATERIALS MEET, AND A SPECIFIC TRANSITION DETAIL IS NOT INDICATED, PREPARE SUBSTRATE WITH A TRANSITION HEIGHT BUILD UP USING TROWELABLE LEVELING AND PATCHING COMPOUND TO PRODUCE A FLUSH SMOOTH CONDITION. TROWEL MATERIAL FOR A MINIMUM DISTANCE OF 2 FEET FROM A FEATHER EDGE CONDITION UP TO A MAXIMUM SINGLE LAYER APPLICATION THICKNESS OF 1/2". FOR APPLICATIONS THICKER THAN 1/2", PLACE MATERIAL IN SUCCESSIVE LAYERS, SCORING PREVIOUS LAYER, UP TO A MAXIMUM THICKNESS OF 1".PROVIDE CONCEALED STEEL STUD BLOCKING, FRT WOOD BLOCKING OR 4" x 18 GA CONTINUOUS STEEL STRAPPING ATTACHED TO FACE OF STUDS BEHIND ALL WALL MOUNTED ITEMS SUCH AS: WALL CABINETS, SHELVING, COAT RODS, GRAB BARS, HANDRAILS, TOILET ACCESSORIES, ETC. SEE INTERIOR ELEVATIONS & FURNITURE PLANS FOR ADDITIONAL INFORMATION AND SCOPE.FLOOR FINISH TRANSITIONS/CHANGES SHALL OCCUR BELOW THE DOORDIMENSIONS LOCATING INTERIOR PARTITIONS ARE TO THE FACE OF WALL (EXCLUDING FINISHMATERIALS SUCH AS - BUT NOT LIMITED TO: CERAMIC TILE, AND WOOD PANELING) UNLESS NOTED OTHERWISE. SEE PARTITION SCHEDULE FOR WALL THICKNESSALL EXISTING DIMENSIONS ARE APPROXIMATE AND FOR CONTRACTORS VERIFICATIONS. IFDISCREPANCIES ARISE, NOTIFY THE ARCHITECT (AND/OR CONSTRUCTION MANAGER) PRIOR TO PROCEEDING WITH THE WORK THAT MAY BE EFFECTED BY THE DIMENSION CHANGEEVERY ATTEMPT HAS BEEN MADE TO INDICATE PERTINENT EXISTING UTILITIES AND CONDITIONS AS ACCURATELY AS POSSIBLE FROM EXISTING SURVEYS, DRAWINGS AND OTHER DATA. PRIOR TO THE BID OPENING, CONTRACTORS SHALL WALK THE JOB SITE AND SATISFY THEMSELVES TO EXISTING CONDITIONS. THE ARCHITECT SHALL BE CONSULTED WHEN ANY QUESTION ARISES RELATIVE TO MATERIALS NOT SPECIFICALLY SHOWN OR SPECIFIEDALL EXISTING WORK (CEILINGS, FLOORS, WALLS, PARTITIONS, FINISHES, ETC.) DISTURBED BY NEW CONSTRUCTION, INCLUDING MECHANICAL, PLUMBING, AND ELECTRICAL, SHALL BE PATCHED AND REPAIRED TO RESTORE SURFACES TO THE ORIGINAL CONDITION AFTER INSTALLATION OF OTHER WORKPENETRATIONS THROUGH FIRE-RESISTANT CONSTRUCTION SHALL BE BUILT IN ACCORDANCE WITH U.L. LISTED THROUGH-PENETRATION FIRESTOP SYSTEMS. SEE CODE COMPLIANCE PLAN FOR PARTITION LOCATIONS. PENETRATIONS THROUGH NON FIRE-RESISTANT RATED HORIZONTAL ASSEMBLIES, NOT PROTECTED BY A SHAFT ENCLOSURE, SHALL HAVE ITS ANNULAR SPACE FILLED WITH NON-COMBUSTIBLE MATERIAL TO PREVENT THE PASSAGE OF FLAME, SMOKE FUMES, AND HOT GASES. NON-COMBUSTIBLE PENETRATING ITEMS SHALL NOT PENETRATE MORE THAN 3 FLOOR ASSEMBLIES. COMBUSTIBLE PENETRATING ITEMS SHALL NOT PENETRATE MORE THAN 1 FLOOR ASSEMBLY.1.2.3.4.5.6.7.8.9.PROVIDE SOUND ATTENUATION BLANKETS IN ALL CAVITY SPACES IN WALL FULL HEIGHTTHICKNESS OF BLANKETS IN STUD WALLS SHALL BE EQUAL TO THICKNESS OF CAVITY TO NEAREST 1/2", UNLESS INDICATED OTHERWISEPARTITIONS TO BE SEALED @ THE PERIMETER, BEHIND CONTROL JOINTS, AROUND OPENINGS AND AT ALL PENETRATIONS WITH EACH LAYER OF BOARD TO RECEIVE A BEAD OF NON-HARDENING SEALANTSEE WALL TYPE DESCRIPTIONS FOR CONDITIONS REQUIRING MINERAL FIBER SAFING INSULATION BATTS1.2.3.4.REFER TO CODE COMPLIANCE PLAN(S) FOR PARTITIONS REQUIRED TO BE FIRE-RESISTANT-RATED CONSTRUCTION.JOB SPECIFIC PARTITIONS1/2"(1) LAYER 1/2" GYPSUM BOARD.J13 5/8" METAL STUDS AT 16" O.C.(2) LAYERS 1/2" GYPSUM BOARD EACH SIDE.1-HOUR RATED PER ASSEMBLY UL U4195 5/8"J23 5/8" METAL STUDS AT 16" O.C.(1) LAYER 1/2" GYPSUM BOARD EACH SIDE.4 5/8"J32 1/2" METAL STUDS AT 16" O.C.(1) LAYER 1/2" GYPSUM BOARD EACH SIDE.3 1/2"J43 5/8" METAL STUDS AT 16" O.C.7/8" METAL FURRING CHANNELS AT 16" O.C.(1) LAYER 1/2" GYPSUM BOARD ROOM SIDE.5 1/2"J5EXISTING CONCRETE DECKSCREW FASTENER TO STUDS ONLY2" x 20 GA. MIN DEEP LEG DEFLECTION TRACKCONT. LATERAL BRACE WITHIN 12" OF TOP TRACK 1 1/2 C.R. CHANNEL W/ 16 GA. CLIP ANGLE OR CONT. STRAPPING ON EA. SIDESTEEL STUDCUT STUDS 1" SHORT OF DECK OR BEAMGYPSUM BOARD - EXTEND TO TOP OF STUD ELEVATIONAT FIRE - RATED PARTITIONS:CONSTRUCT DETAIL IN ACCORDANCE WITH U.L. LISTED FIRE-RESISTANT JOINT SYSTEMS (HW-D). PROVIDE DEFLECTION TRACK ASSEMBLIES, FORMING/ FILL MATERIALS AS REQUIRED BY APPROVED JOINT SYSTEMAT NON-RATED PARTITIONS & SMOKE PARTITIONS: FOR PARTITIONS CONTAINING SOUND BATT INSULATIONPACKING MATERIALFILL MATERIAL/SEALANTBOND BREAKER TAPEThese documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR. All rights reserved. ©387 East Main Street Rochester NY 14604585 232 8300 | rochester@swbr.comFILE PATH:SWBR Project NumberChecked By:Project Manager:Drawn By:Revisions1/17/2020 4:53:09 PMC:\1-Local Revit Models 2019\19885.00 CU Corson-Mudd Lab Renovation-ARCH-R19_cellis@swbr.com.rvt19885.00CWJGeneral Notes andLegendsCWJCREA-000100% ConstructionDocumentsCornell UniversityCorson-Mudd 351/317 LabRenovationIthaca, NY01/17/2020AB Anchor boltA/C Air condition(ing) (ed)ACC AccessibleACCU Air cooled condensing unitACI American Concrete InstituteACT Acoustical ceiling tileACM Asbestos containing materialACOUS PNL Acoustical panelACS PNL Access panelADDL AdditionalADJ Adjustable, adjacentADH AdhesiveAFF Above finished floorAGGR AggregateAHU Air handling unitAISC American Institute of Steel ConstructionAISI American Iron and Steel InstituteALT AlternateALUM AluminumANOD AnodizedAPPROX ApproximateARCH Architect(ural)ARD Auxillary roof drainASD Allowable stress designASTM American Society for Testing and MaterialsAWP Acoustical wall panelAWS American Welding SocietyBAT BattenB/B Back to backB BD Base boardBCNYS Building Code of New York StateBITUM BituminousBD BoardBLDG BuildingBLKG BlockingBM Beam, BenchmarkBOT BottomBR BedroomBRG BearingBRZ BronzeBSMT BasementBTWN BetweenBUR Built up roofingBW Both waysCCTV Closed circuit televisionCAB CabinetCB Catch basin, Corner beadCH BD ChalkboardCEM CementCF Contractor furnishedCFMF Cold-formed metal framingCF/CI Contractor furnished/ Contractor installedCF/OI Contractor furnished/ Owner installedCG Corner guardCH Coat hookCI Cast ironCIP Cast in place, Cast iron pipeCJ Control jointCL CenterlineCLG CeilingCLO ClosetCLR Clear, ColorCMT Ceramic mosaic tileCMU Concrete masonry unitCNTR CounterCO Cleanout, Cased opening, CompanyCOL ColumnCONC ConcreteCONF ConferenceCONN Connect(ion)CONSTR ConstructionCONT Continue(ous)CONTR Contract(or)COORD CoordinateCPT CarpetCSJ Construction jointCSK Counter sunkCT Ceramic tile, Count, Current transformerCTR CenterCW Cold water piping, Casement windowCU CubicCUH Cabinet unit heaterCU YD Cubic yardD Deep, DepthD Penny (nail)db Bar diameterDBL DoubleDEFS Direct-applied exterior finish systemDEG DegreeDEMO DemolitionDEPT DepartmentDET DetailDF Drinking fountainDIA OR ø DiameterDIAG Diagonal, DiagramDIM DimensionDIFF DiffuserDIR DirectionDISP DispenserDIV DivisionDMPF Damp proofingDL Dead loadDN DownDO DittoDR Door, DriveDS DownspoutDW DishwasherDWVDrainage waste & ventDWGDrawingDWLDowelEEastEAEachEBCNYSExisting Building Code of New York StateECElectrical contractorEFEach faceEIFSExterior insulation and finish systemEJExpansion jointELASElastomericELElevationELECElectric(al)ELEVElevatorEMEntry mat, Expanded metalEMEREmergencyENCLEnclosureENGREngineerEOSEdge of slabEPElectric panelEQEqualEQUIPEquipmentESEmergency showerETCEt ceteraETRExisting to remainEWEach wayEWCElectric water coolerEXISTExistingEXCExcavation, ExcavateEXPExpand, ExpansionEXTExterior, External, ExtinguisherF/FFace to faceFAAPFire alarm annunciator panelFACPFire alarm control panelFDFloor drainFDTNFoundationFEFire extinguisherFECFire extinguisher cabinetFHCFire hose cabinetFINFinish(ed)FIXTFixtureFLASHFlashingFLEXFlexibleFLOURFluorescentFLGFlooring, flangeFOFinished openingFPFire protection, FireproofFRTWFire retardant treated woodFTFoot, FeetFTGFootingFTRFinned tube radiationFURNFurnace, Furniture, FurnishFUTFutureFWCFabric wall coveringGAGageGALGallonGALVGalvanizedGBGrab barGCGeneral contract(or)GFRCGlass fiber reinforced concreteGFRGGlass fiber reinforced gypsumGLGlass, Ground levelGL BLKGlass blockGLU LAMGlued laminated beamGRGrade, GrossGWTGlazed wall tileGYPGypsumGYP BDGypsum boardGYP PLASGypsum plasterHBHose bibbHCHollow core, Hose cabinetHCPHandicappedHDWHardwareHDWDHardwoodHMHollow metalHOHold openHORIZHorizontalHPHigh point, HorsepowerHRHourHSSHollow structural sectionHTHeightHTGHeatingHTRHeaterHVACHeating, ventilating and air conditioningHWHot waterHYDHydrantIDInside diameterINInchesINCLIncludedINCANDIncandescentINFOInformationINSULInsulationINTERMIntermediateINTInteriorJANJanitorJSTJoistJTJointKIP1000 PoundsKITKitchenKOKnockoutKPLKick plateLLiter, AngleLAMLaminate(d)LAULaundryLAVLavatoryLBPoundLBLLabelLDLoadLFLinear feet (foot)LHLeft hand, Latent heatLINLinearLKRLockerLLLive loadLLHLong leg horizontalLLVLong leg verticalLOCLocationLRFDLoad & resistance factor designLTLightLTGLightingLWCLight-weight concreteMACHMachineMAINTMaintenanceMASMasonryMATLMaterialMAXMaximumMCMechanical contractorMCBMetal corner beadMDOMedium density overlayMDFMedium density fiberboardMECHMechanicalMEPMechanical, electrical, plumbing and fire protectionMEZZMezzanineMFRManufacturerMHManholeMMMillimeterMIFRCMastic/intumescent fire-resistive coatingMINMinimumMISCMiscellaneousMLWKMillworkMOMasonry openingMRK BDMarker boardMTDMountedMTLMetalMULLMullionNNorthNATNaturalNCOMBLNoncombustibleNICNot in contractNO OR #NumberNOMNominalNORMNormalNRCNoise reduction coefficientNTSNot to scaleNWCNormal weight concreteO/OOut to outOAOverall, Outside airOCOn centerODOutside diameterOF/CIOwner furnished, Contactor installedOF/OIOwner furnished, Owner installedOFDOverflow drainOFFOfficeOHOpposite handOH DROverhead (coiling) doorOPNGOpeningOPPOppositeOPTOptional, OptimumOZOuncePAPublic addressPBDParticleboardPCPlumbing contractor, Portland cementPCCPrecast concretePCTPorcelain ceramic tilePEDPedestalPENDPendantPERPeriodPERFPerforatedPGBDPeg boardPLPlate, Property linePLFPonds per linear footPLAMPlastic laminatePLASPlasterPLBPlumbingPLYWDPlywoodPNLPanelPOLPolishedPORCPorcelainPOSPositive, PositionPPTPressure-preservative treatedPRPairPREFABPrefabricatePREFINPrefinishPREPPreparationPROJProjectPROJ SCRN Projection screenPSFPounds per square footPSIPounds per square inchPTPaint, Post tensionPTNPartitionPVCPolyvinyl chloride (plastic)PVGPavingQTQuarry tileQTRQuarterQTYQuantityRRiser, Radius, Thermal resistanceRBRubber base, Resilient baseRCPReinforced concrete pipe, Reflected ceiling planRDRoof drain, RoadRECRecessedREFRefrigeratorREFLReflectREGRegister, RegulationREINFReinforcedREQDRequiredRESILResilientREVRevisionRFResilient flooringRFGRoofingRHRight hand, Roof hatchRMRoomRORough openingROWRight of wayRTURoof top unitRVRoof ventRWBRubber wall baseSSouthSABSound attenuation battsSANSanitarySCSolid core, Shading coefficientSCHEDScheduleSEALSealer on floor (finish)SECTSectionSFSquare foot, Safety factorSFRMSprayed fire-resistiveMaterialSGTStructural glazed tileSHTSheetSHRShowerSIMSimilarSOGSlab on gradeSPStandpipe, Sump pitSPASpacesSPKRSpeakerSPECSpecificationSQSquareSRDSecondary roof drainSSService sinkSSMSolid surface materialSSPStainless steel pipeSSTStainless steelSTStainSTAStationSTCSound transmission classSTDStandardSTIFFStiffenerSTLSteelSTORStorageSTRStraight, StringersSTRUCTStructuralSUSPSuspendedSVSheet vinylSYSquare yardTTreadT/Top ofT&BTop and bottomT&GTongue and grooveTELTelephoneTHRESThresholdTEMPTemporaryTERTerrazzoTHKThick(ness)TK BDTack boardTMPDTemperedTOCTop of concreteTOMTop of masonryTOPOTopography, TopographicTOSTop of steelTOWTop of wallTPDToilet paper dispenserTSTATThermostatTVTelevisionTYPTypicalUHeat transfer coefficientUCUndercutUCLUnder cabinet lightingUGNDUndergroundUHUnit heaterULUnderwriter's laboratoriesUNEXUnexcavatedUNFINUnfinishedUONUnless otherwise notedUTILUtilityUVUnit ventilatorVARNVarnish(ed)VBVinyl baseVCTVinyl composition tileVENTVentilationVERTVerticalVESTVestibuleVIFVerify in fieldVINVinylVOLVolumeVRVapor retarderVTVinyl tileV SHTVinyl sheetVWCVinyl wall coveringWWestW/WithWCWater closet, Wall coveringW/OWithoutWDWoodWDWWindowWFWide flangeWD GDWood guardWHWater heaterWIWrought ironWMWire meshWPWaterproofing, Working pointWRWater repellent, weather resistantW RECPTWaste receptacleWSCTWainscotWTWeight, Watertight, Water tableWWFWelded wire fabricXByYDYardC12AC12A-XXX1432XSCALE: X"=1'-0"Title112BA18'-0" AFF1Batt insulationRigid insulationWood blocking (intermittent) StoneGravel or crushed stoneWood framing (continuous)Finish woodSteel - large scaleSteel - small scalePlywoodConcreteConcrete masonry unitBrick(Other metals as noted)View titleBuilding / wall section cutDetail - blow upExterior elevationInterior elevations1011Partition typeRoom numberDoor numbersWindow typeRevisionORORUndisturbed earth001100A001Structural gridViewing directionDetail no.Drawing no.Detail no.Drawing no.Drawing no.Elevation no.Plan key noteDemolition key noteCeiling type and heightDrawing symbols(Other metals as noted)A-XXXXA-XXXXGypsum, sand, mortarA-XXXXDrawing no.Elevation no.Detail no.Detail section cutDetail no.DRAWING NO.A-XXXXViewing directionAccessibilityAccessible unitV/HAUVisual / hearing accommodation unitMaterial symbolsArchitectural / Structural abbreviations 3" = 1'-0"1TYP. DEFLECTION HEAD DETAIL REF.AC151617317317A1123311223456564879910123' - 0"1 3/4"13141414EXTENT OF RB REMOVALEXTENT OF RB REMOVAL134153' - 0"1617AC14151617FACULTY OFFICE317ACONFERENCE317BFACULTY OFFICE315KITCHENETTE317COPEN OFFICE317HOLD TIGHT TO EXISTING PIPES+/- 9' - 7 3/8"9' - 7"19' - 6"+/- 6"315317A3175' - 9"317BA-10142' - 1"9' - 1"11129499AA3AA3AA3AA3J55EQEQJ1J1J1367773U810ALIGNALIGNU8VIF4' - 10"VIF3' - 10"VIF8' - 8"VIF3' - 10"VIF4' - 9 1/2"VIF8' - 7 1/2"VIF8' - 7 1/2"VIF4' - 9 1/2"VIF3' - 10"11111111A-101712125A-6014A-60114EXTENT OF INFILL AT WALL BASE & RESILIENT BASE INSTALLATION154' - 0"EQEQ127A-601FACULTY OFFICE315FACULTY OFFICE317AOPEN OFFICE317CONFERENCE317B18' - 6"18' - 6"18' - 6"18' - 6"MODIFY EXISTING ACOUSTICAL CEILING IN SHADED AREA TO ACCOMMODATE PARTITION WALL INFILL. REWORK GRID AND TILES AND INSTALL NEW PERIMETER EDGE TRIM.6A-1015A-101311TYP @ CURTAINWALLEQEQEQEQEQEQEQEQMTL STUD & GYP BD INFILL @ TOP OF EXIST PARTITIONAJ4EQEQEQEQEQEQEQEQ+/- 1/2"EXISTING CONT. WD BLOCKING, PT EXPOSED EDGES BLACKANGLE MOLDINGSCHEDULED CEILING, REFER TO RCP FOR HEIGHT+/- 2" VIFROLLER WINDOW SHADE & FASCIA, VERIFY MOUNTING IN FIELD2' - 10"8"2' - 6"7' - 0"3' - 0"3' - 0"UNDERCOUNTER REFRIGERATOR, NICFINISHED END PANEL, PLAM-1, TYP.SS-1 COUNTERTOP, BACKSPLASH AND ENDSPLASHPLAM-1, TYP. AT BASE, UPPER CABINETS & ADA SINK BASEBASE AS SCHEDULED, AT ALL EXPOSED FINISHED WALLS AND EXPOSED CABINET BASE FRONT AND SIDE PANELSREMOVABLE FRONT PANEL, PLAM-1FIXED PANEL, PLAM-12' - 3"2' - 6"2' - 0"2' - 3"RB-1 TO RUN AT WALL BELOW ADA SINK BASEPT-13A-6011A-6012A-6011A-601SIMEVERY ATTEMPT HAS BEEN MADE TO DOCUMENT PERTINENT EXISTING CONDITIONS FROM EXISTING SURVEYS, DRAWINGS AND LIMITED FIELD INSPECTION. PRIOR TO THE SUBMISSION OF BIDS, CONTRACTORS SHALL WALK THE SITE AND SATISFY THEMSELVES TO EXISTING VISUAL CONDITIONS. THE ARCHITECT SHALL BE CONSULTED WHEN ANY QUESTION ARISES RELATIVE TO MATERIALS AND CONDITIONS NOT SPECIFICALLY SHOWN OR SPECIFIED.ALL EXISTING WORK (CEILING, FLOORS, WALLS, FINISHES, ETC.) DISTURBED BY NEW CONSTRUCTION SHALL BE PATCHED AND REFINISHED. PATCHING AND FINISH WORK IS THE REPAIR WORK REQUIRED TO RESTORE SURFACES TO THE ORIGINAL CONDITION AND/ OR MATCHING THE ADJACENT SURFACES. MISCELLANEOUS FINISH REQUIREMENTS TO WALL, FLOOR AND CEILING IN AREAS AFFECTED BY DEMOLITION HAVE NOT BEEN TOTALLY INCORPORATED INTO THE ROOM FINISH SCHEDULE. REFER TO THE DEMOLITION , FLOOR AND REFLECTED CEILING PLANS FOR ADDITIONAL CUTTING , PATCHING AND REFINISHING WORK SCOPE.CONTRACTOR(S) SHALL COORDINATE ALL WORK WITH HAZARDOUS MATERIALS ABATEMENT WORK. SOME ITEMS ON DEMOLITION PLAN WILL REQUIRE REMOVAL PRIOR TO START OF ABATEMENT WORK.THE EXISTING FIRE-RESISTANT CONSTRUCTION MUST BE MAINTAINED OR MADE TO COMPLY WITH THE REQUIREMENTS AS ESTABLISHED BY THIS CONTRACT. SEE THE CODE COMPLIANCE PLANS FOR THE FIRE RESISTANT RATINGS OF EXISTING AND NEW CONSTRUCTION.CARE SHALL BE TAKEN TO LIMIT IMPACT OF CONSTRUCTION ON THE SURROUNDING OCCUPANTS AND OPERATIONS DURING THE PROJECT. SAFE LEGAL PASSAGES SHALL BE PROVIDED FOR ALL BUILDING OCCUPANTS DURING ALL THE PHASES OF THIS PROJECT.WHEN EXISTING CONSTRUCTION WHICH IS TO REMAIN IS DAMAGED DURING THE COURSE OF CONSTRUCTION AS A RESULT OF CONTRACTOR'S WORK, IT SHALL BE REPAIRED AND/OR REPLACED WITH SIMILAR OR LIKE MATERIALS, SUBJECT TO ARCHITECT'S APPROVAL AND WITHOUT COMPENSATION.'REMOVE' IS DEFINED AS DETACH FROM EXISTING CONSTRUCTION AND LEGALLY DISPOSE OF OFF-SITE UNLESS INDICATED TO BE SALVAGED OR REINSTALLED1.2.3.4.5.6.7.GENERAL DEMOLITION NOTES:GENERAL NOTES:ALL FLOORS, WALLS, CEILINGS, AND OTHER SURFACES THAT ARE TO REMAIN ARE TO BE PATCHED, REPAIRED, AND REFINISHED PRIOR TO FINISH INSTALLATION. ALL SURFACES ARE TO BE RESTORED TO THEIR ORIGINAL CONDITION AND/OR MATCH THE ADJACENT SURFACES.FIRESTOP ALL FLOOR PENETRATIONS (USED/UNUSED/ABANDONED) WITH 2 HR UL LISTED PENETRATION FIRESTOPPING.OF/CI: OWNER FURNISHED, CONTRACTOR INSTALLEDOF/OI: OWNER FURNISHED, OWNER INSTALLED1.2.3.VERIFY THICKNESS IN FIELDVIF+/- 3' - 1 1/4"DEFLECTION HEADBACKER ROD & SEALANT, EA SIDESOUND ATTENUATION BLANKETSEXISTING 2 1/2" MTL STUD PARTITION W/ 1/2" GYP BD EA. SIDE1/2" GYP BD ON 2 1/2" MTL STUDS @ 16" OCANGLE MOLDING, EA SIDELINE OF STRUCTURE3 5/8" x 20GA MTL STUD DIAGONAL BRACING @ 4'-0" OC MAXLIGHT GAUGE CLIP ANGLEALIGN FACE OF GYP BD, EA SIDE. SHIM AS REQUIRED.MODIFIED EXIST CEILING TILESCHEDULED CEILINGRCP LEGENDGYP BD CLG AND SOFFITCEILING GRIDEXIT LIGHT2'X4' LED FIXTURE2'X2' LED FIXTURE1'X4' LED FIXTURESPRINKLER HEADSUPPLY DIFFUSER, REFER TO MECHANICAL DRAWINGS RETURN AIR GRILLE, REFER TO MECHANICAL DRAWINGS 12X2 ACT-1CEILING TYPES3/8" COMPRESSIBLE ISOLATION PAD W/ ACOUSTICAL SEALANT AT EACH END7/8" MINEDGE OF FIN TUBE COVERMETAL STUD TO FLOORMETAL STUD ABOVE & BELOW FIN TUBE COVERCOMPRESSIBLE GASKETCONT. BEAD OF ACOUSTICAL SEALANT BETWEEN SOUND DEADENING MATERIAL AND GYP BD, EA. SIDESOUND BARRIER MULLION TRIM CAP ASSEMBLY (STC57) FINISH TO MATCH CURTAINWALL FRAMINGEXISTING CURTAINWALL MULLION & GLAZINGFILL CAVITIES W/ ACOUSTIC INSULATIONSCHEDULED PARTITION7/16" RETURN LEGThese documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR. All rights reserved. ©387 East Main Street Rochester NY 14604585 232 8300 | rochester@swbr.comFILE PATH:SWBR Project NumberChecked By:Project Manager:Drawn By:Revisions1/17/2020 4:53:13 PMC:\1-Local Revit Models 2019\19885.00 CU Corson-Mudd Lab Renovation-ARCH-R19_cellis@swbr.com.rvt19885.00CWJPartial Third FloorPlans - Offices 315 &317CWJCREA-101100% ConstructionDocumentsCornell UniversityCorson-Mudd 351/317 LabRenovationIthaca, NY01/17/2020 1/4" = 1'-0"1Partial Third Floor Demolition Plan - 317 1/4" = 1'-0"2Partial Third Floor Plan - 315 & 317NORTH 1/4" = 1'-0"3Partial Third Floor Reflected Ceiling Plan - 315 & 317DEMOLITION KEY NOTESNO.DESCRIPTION1REMOVE CASEWORK IN ITS ENTIRETY.2REMOVE SHELVING3REMOVE DOOR, FRAME & ASSOCIATED COMPONENTS. TURN LOCKCYLINDERS OVER TO OWNER. PREPARE OPENING TO RECEIVE SCHEDULEDDOOR WHERE APPLICABLE.4REMOVE MTL STUD AND GYP BD PARTITION5REMOVE FLOOR FINISH & ASSOCIATED WALL BASE. PREP FLOOR TORECEIVE SCHEDULE FINISHES. REFER TO ABATEMENT DRAWINGS FORREMOVAL.6REMOVE ACT CEILING & ASSOCIATED COMPONENTS. EXISTING WDBLOCKING @ CEILING EDGES TO REMAIN.7REMOVE CHALKBOARD & ASSOCIATED COMPONENTS.8REMOVE PROJECTION SCREEN ABOVE & ASSOCIATED COMPONENTS.9REMOVE WINDOW TREATMENTS, BLACKOUT SHADES & ASSOCIATEDCOMPONENTS. PATCH REMAINING HOLES IN CURTAINWALL MULLIONS W/COLOR MATCHED CAULK.10REMOVE CEILING TILES AS NEEDED TO ACCOMODATE THE REMOVAL OFACT CEILING IN ROOM 317. STORE CEILING TILES FOR MODIFICATION &REINSTALLATION.11REMOVE WINDOW TREATMENTS12REMOVE TANK RESTRAINTS & BLOCKING13REMOVE (1) LAYER OF GYP BD FROM FLOOR TO CEILING (PARTIALREMOVAL WHERE DIMENSIONS INDICATE).14REMOVE RESILIENT BASE15REMOVE GWB AND FURRING STRIPS16REMOVE & REINSTALL EXISTING ACOUSTICAL PANEL CEILING AT FLOORBELOW TO ENABLE PLUMBING WORK. REFER TO PLUMBING DRAWINGS FOREXTENTS. REPLACE ANY COMPONENTS DAMAGED DURING REMOVALAND/OR REINSTALLATION.17REMOVE & REINSTALL EXISTING ACOUSTICAL PANEL CEILING ABOVE TOENABLE MECHANICAL WORK. REFER TO MECHANICAL DRAWINGS FOREXTENTS. REPLACE ANY COMPONENTS DAMAGED DURING REMOVALAND/OR REINSTALLATION.PLAN KEY NOTESNO.DESCRIPTION1PROVIDE WINDOW TREATMENTS, WT-1. EXISTING WINDOWS ARE +/- 4'-9"HIGH, VIF. LENGTHS AS INDICATED ON FLOOR PLANS.210'-0" W X 4'-0" H MARKERBOARD, OF/CI. COORDINATE LOCATION W/OWNER.3PROVIDE (1) LAYER OF 1/2" GYP BD AT OPENING WITHIN PARTITIONASSEMBLY4SOLID SURFACE COUNTERTOP W/ PLAM CASEWORK5PATCH HOLE IN CONCRETE SLAB AT PIPING REMOVAL. PREP TO RECEIVEDSCHEDULED FINISH.6PROVIDE WD TRIM AT PERIMETER OF ELECTRICAL PANEL. PAINT TO MATCHWALL (PT-1).7INFILL REVEAL AT WALL BASE W/ (1) LAYER OF 1/2" GYP BD & PROVIDE 4"RESILIENT BASE. ALIGN FACE OF GYP BD W/ EXISTING GYP BD LAYERABOVE. MATCH COLOR OF RESILIENT BASE TO EXISTING BASE INCORRIDOR. CORRIDOR SIDE OF WALL TO RECIEVE PAINT TO MATCHEXISITING CORRIDOR PAINT.8PROVIDE (1) LAYER OF 1/2" GYP BD AND WD BLOCKING FOR OF/CI WALLBRACKET FOR OF/OI WALL CABINET AT OPENING WITHIN PARTITIONASSEMBLY. COORDINATE WALL CABINET SIZE AND LOCATION W/ OWNER.96'-0" W X 4'-0" H MARKERBOARD, OF/CI. COORDINATE LOCATION W/ OWNER.10INSTALL THROUGH-PENETRATION FIRESTOP SYSTEM AT EXISTING PIPEPENETRATIONS AT FLOOR AND DECK ABOVE.11CLEAN, PREP & PAINT FIN TUBE COVER, PT-112PROVIDE WALL-MOUNTED COAT RACK. VERIFY HEIGHT AND LOCATION W/OWNER.138'-0" W X 4'-0" H MARKERBOARD, OF/CI. COORDINATE LOCATION W/ OWNER.14CORRIDOR SIDE OF PARTITION TO RECEIVE PAINT TO MATCH EXISTINGCORRIDOR PAINT.15(1) LAYER OF 4'-0"H X 4'-0"W X 3/4" PLYWOOD BLOCKING CENTERED ON FLATPANEL DISPLAY LOCATION AND FASTENED TO 3 5/8" METAL STUDS. DO NOTPROVIDE 7/8" HAT CHANNELS AT BLOCKING LOCATION. SHIM PLYWOOD TOBE FLUSH W/ BACK FACE OF 5/8" GYP BD FINISH. 1/2" = 1'-0"5Detail - Ceiling Edge @ Curtainwall, Typ. 1/4" = 1'-0"4Interior Elevation - Kitchenette 317C - South 1/2" = 1'-0"6Detail - Top of Partition Infill - Office 315 1 1/2" = 1'-0"7Mullion Detail#PLAN KEY NOTE#DEMO KEY NOTE REF.HL1213102563456122222222311111313133' - 6"1417HL1213OPEN OFFICE351VIF+/- 19' - 10"VIF+/- 18' - 7 3/4"+/- 6"1341J2A-10245351J1J1783U8VIF3' - 10 3/4"VIF4' - 11"VIF4' - 11"VIF3' - 11 1/4"VIF17' - 8"11126A-6017J1OPEN OFFICE35118' - 6"5A-1025A-101347MODIFY EXISTING ACOUSTICAL CEILING IN SHADED AREA TO ACCOMMODATE PARTITION WALL INFILL. REWORK GRID AND TILES AND INSTALL NEW PERIMETER EDGE TRIM.AJ3MTL STUD & GYP BD INFILL @ TOP OF EXIST PARTITIONEQEQEQEQVERIFY THICKNESS IN FIELDVIF+/- 3' - 1 1/4"DEFLECTION HEADBACKER ROD & SEALANT, EA SIDESOUND ATTENUATION BLANKETS1/2" GYP BD ON 3 5/8" MTL STUDS @ 16" OCANGLE MOLDING, EA SIDELINE OF STRUCTURE3 5/8" x 20GA MTL STUD DIAGONAL BRACING @ 4'-0" OC MAXLIGHT GAUGE CLIP ANGLEEXISTING 3 5/8" MTL STUD PARTITION W/ 1/2" GYP BD EA. SIDEALIGN FACE OF GYP BD, EA SIDE. SHIM AS REQUIRED.MODIFIED EXIST CEILING TILESCHEDULED CEILING2' - 0"7' - 0"FILLER2' - 3"2' - 6"FILLERSS-2 AT COUNTERTOP, BACKSPLASH AND ENDSPLASHESPLAM-1PLAM-2, TYP. AT BASE, UPPER CABINETS & ADA SINK BASEPT-1MARKERBOARD, OF/CIUNDERCOUNTER REFRIGERATOR, NICRB-12' - 10"2' - 6"2' - 6"1A-6012' - 6"2A-601RCP LEGENDGYP BD CLG AND SOFFITCEILING GRIDEXIT LIGHT2'X4' LED FIXTURE2'X2' LED FIXTURE1'X4' LED FIXTURESPRINKLER HEADSUPPLY DIFFUSER, REFER TO MECHANICAL DRAWINGS RETURN AIR GRILLE, REFER TO MECHANICAL DRAWINGS 12X2 ACT-1CEILING TYPESEVERY ATTEMPT HAS BEEN MADE TO DOCUMENT PERTINENT EXISTING CONDITIONS FROM EXISTING SURVEYS, DRAWINGS AND LIMITED FIELD INSPECTION. PRIOR TO THE SUBMISSION OF BIDS, CONTRACTORS SHALL WALK THE SITE AND SATISFY THEMSELVES TO EXISTING VISUAL CONDITIONS. THE ARCHITECT SHALL BE CONSULTED WHEN ANY QUESTION ARISES RELATIVE TO MATERIALS AND CONDITIONS NOT SPECIFICALLY SHOWN OR SPECIFIED.ALL EXISTING WORK (CEILING, FLOORS, WALLS, FINISHES, ETC.) DISTURBED BY NEW CONSTRUCTION SHALL BE PATCHED AND REFINISHED. PATCHING AND FINISH WORK IS THE REPAIR WORK REQUIRED TO RESTORE SURFACES TO THE ORIGINAL CONDITION AND/ OR MATCHING THE ADJACENT SURFACES. MISCELLANEOUS FINISH REQUIREMENTS TO WALL, FLOOR AND CEILING IN AREAS AFFECTED BY DEMOLITION HAVE NOT BEEN TOTALLY INCORPORATED INTO THE ROOM FINISH SCHEDULE. REFER TO THE DEMOLITION , FLOOR AND REFLECTED CEILING PLANS FOR ADDITIONAL CUTTING , PATCHING AND REFINISHING WORK SCOPE.CONTRACTOR(S) SHALL COORDINATE ALL WORK WITH HAZARDOUS MATERIALS ABATEMENT WORK. SOME ITEMS ON DEMOLITION PLAN WILL REQUIRE REMOVAL PRIOR TO START OF ABATEMENT WORK.THE EXISTING FIRE-RESISTANT CONSTRUCTION MUST BE MAINTAINED OR MADE TO COMPLY WITH THE REQUIREMENTS AS ESTABLISHED BY THIS CONTRACT. SEE THE CODE COMPLIANCE PLANS FOR THE FIRE RESISTANT RATINGS OF EXISTING AND NEW CONSTRUCTION.CARE SHALL BE TAKEN TO LIMIT IMPACT OF CONSTRUCTION ON THE SURROUNDING OCCUPANTS AND OPERATIONS DURING THE PROJECT. SAFE LEGAL PASSAGES SHALL BE PROVIDED FOR ALL BUILDING OCCUPANTS DURING ALL THE PHASES OF THIS PROJECT.WHEN EXISTING CONSTRUCTION WHICH IS TO REMAIN IS DAMAGED DURING THE COURSE OF CONSTRUCTION AS A RESULT OF CONTRACTOR'S WORK, IT SHALL BE REPAIRED AND/OR REPLACED WITH SIMILAR OR LIKE MATERIALS, SUBJECT TO ARCHITECT'S APPROVAL AND WITHOUT COMPENSATION.'REMOVE' IS DEFINED AS DETACH FROM EXISTING CONSTRUCTION AND LEGALLY DISPOSE OF OFF-SITE UNLESS INDICATED TO BE SALVAGED OR REINSTALLED1.2.3.4.5.6.7.GENERAL DEMOLITION NOTES:GENERAL NOTES:ALL FLOORS, WALLS, CEILINGS, AND OTHER SURFACES THAT ARE TO REMAIN ARE TO BE PATCHED, REPAIRED, AND REFINISHED PRIOR TO FINISH INSTALLATION. ALL SURFACES ARE TO BE RESTORED TO THEIR ORIGINAL CONDITION AND/OR MATCH THE ADJACENT SURFACES.FIRESTOP ALL FLOOR PENETRATIONS (USED/UNUSED/ABANDONED) WITH 2 HR UL LISTED PENETRATION FIRESTOPPING.OF/CI: OWNER FURNISHED, CONTRACTOR INSTALLEDOF/OI: OWNER FURNISHED, OWNER INSTALLED1.2.3.These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR. All rights reserved. ©387 East Main Street Rochester NY 14604585 232 8300 | rochester@swbr.comFILE PATH:SWBR Project NumberChecked By:Project Manager:Drawn By:Revisions1/17/2020 4:53:15 PMC:\1-Local Revit Models 2019\19885.00 CU Corson-Mudd Lab Renovation-ARCH-R19_cellis@swbr.com.rvt19885.00CWJPartial Third FloorPlans - Office 351CWJCREA-102100% ConstructionDocumentsCornell UniversityCorson-Mudd 351/317 LabRenovationIthaca, NY01/17/2020 1/4" = 1'-0"1Partial Third Floor Demolition Plan - 351NORTH 1/4" = 1'-0"2Partial Third Floor Plan - 351 1/4" = 1'-0"3Partial Third Floor Reflected Ceiling Plan - 351DEMOLITION KEY NOTESNO.DESCRIPTION1REMOVE CASEWORK IN ITS ENTIRETY.2REMOVE SHELVING3REMOVE DOOR, FRAME & ASSOCIATED COMPONENTS. TURN LOCKCYLINDERS OVER TO OWNER. PREPARE OPENING TO RECEIVE SCHEDULEDDOOR WHERE APPLICABLE.4REMOVE MTL STUD AND GYP BD PARTITION5REMOVE FLOOR FINISH & ASSOCIATED WALL BASE. PREP FLOOR TORECEIVE SCHEDULE FINISHES. REFER TO ABATEMENT DRAWINGS FORREMOVAL.6REMOVE ACT CEILING & ASSOCIATED COMPONENTS. EXISTING WDBLOCKING @ CEILING EDGES TO REMAIN.7REMOVE CHALKBOARD & ASSOCIATED COMPONENTS.8REMOVE PROJECTION SCREEN ABOVE & ASSOCIATED COMPONENTS.9REMOVE WINDOW TREATMENTS, BLACKOUT SHADES & ASSOCIATEDCOMPONENTS. PATCH REMAINING HOLES IN CURTAINWALL MULLIONS W/COLOR MATCHED CAULK.10REMOVE CEILING TILES AS NEEDED TO ACCOMODATE THE REMOVAL OFACT CEILING IN ROOM 317. STORE CEILING TILES FOR MODIFICATION &REINSTALLATION.11REMOVE WINDOW TREATMENTS12REMOVE TANK RESTRAINTS & BLOCKING13REMOVE (1) LAYER OF GYP BD FROM FLOOR TO CEILING (PARTIALREMOVAL WHERE DIMENSIONS INDICATE).14REMOVE RESILIENT BASE15REMOVE GWB AND FURRING STRIPS16REMOVE & REINSTALL EXISTING ACOUSTICAL PANEL CEILING AT FLOORBELOW TO ENABLE PLUMBING WORK. REFER TO PLUMBING DRAWINGS FOREXTENTS. REPLACE ANY COMPONENTS DAMAGED DURING REMOVALAND/OR REINSTALLATION.17REMOVE & REINSTALL EXISTING ACOUSTICAL PANEL CEILING ABOVE TOENABLE MECHANICAL WORK. REFER TO MECHANICAL DRAWINGS FOREXTENTS. REPLACE ANY COMPONENTS DAMAGED DURING REMOVALAND/OR REINSTALLATION.PLAN KEY NOTESNO.DESCRIPTION1PROVIDE WINDOW TREATMENTS, WT-1. EXISTING WINDOWS ARE +/- 4'-9"HIGH, VIF. LENGTHS AS INDICATED ON FLOOR PLANS.210'-0" W X 4'-0" H MARKERBOARD, OF/CI. COORDINATE LOCATION W/OWNER.3PROVIDE (1) LAYER OF 1/2" GYP BD AT OPENING WITHIN PARTITIONASSEMBLY4SOLID SURFACE COUNTERTOP W/ PLAM CASEWORK5PATCH HOLE IN CONCRETE SLAB AT PIPING REMOVAL. PREP TO RECEIVEDSCHEDULED FINISH.6PROVIDE WD TRIM AT PERIMETER OF ELECTRICAL PANEL. PAINT TO MATCHWALL (PT-1).7INFILL REVEAL AT WALL BASE W/ (1) LAYER OF 1/2" GYP BD & PROVIDE 4"RESILIENT BASE. ALIGN FACE OF GYP BD W/ EXISTING GYP BD LAYERABOVE. MATCH COLOR OF RESILIENT BASE TO EXISTING BASE INCORRIDOR. CORRIDOR SIDE OF WALL TO RECIEVE PAINT TO MATCHEXISITING CORRIDOR PAINT.8PROVIDE (1) LAYER OF 1/2" GYP BD AND WD BLOCKING FOR OF/CI WALLBRACKET FOR OF/OI WALL CABINET AT OPENING WITHIN PARTITIONASSEMBLY. COORDINATE WALL CABINET SIZE AND LOCATION W/ OWNER.96'-0" W X 4'-0" H MARKERBOARD, OF/CI. COORDINATE LOCATION W/ OWNER.10INSTALL THROUGH-PENETRATION FIRESTOP SYSTEM AT EXISTING PIPEPENETRATIONS AT FLOOR AND DECK ABOVE.11CLEAN, PREP & PAINT FIN TUBE COVER, PT-112PROVIDE WALL-MOUNTED COAT RACK. VERIFY HEIGHT AND LOCATION W/OWNER.138'-0" W X 4'-0" H MARKERBOARD, OF/CI. COORDINATE LOCATION W/ OWNER.14CORRIDOR SIDE OF PARTITION TO RECEIVE PAINT TO MATCH EXISTINGCORRIDOR PAINT.15(1) LAYER OF 4'-0"H X 4'-0"W X 3/4" PLYWOOD BLOCKING CENTERED ON FLATPANEL DISPLAY LOCATION AND FASTENED TO 3 5/8" METAL STUDS. DO NOTPROVIDE 7/8" HAT CHANNELS AT BLOCKING LOCATION. SHIM PLYWOOD TOBE FLUSH W/ BACK FACE OF 5/8" GYP BD FINISH. 1/2" = 1'-0"5Detail - Top of Partition Infill 351 1/4" = 1'-0"4Interior Elevation - Office 351 - West#PLAN KEY NOTE#DEMO KEY NOTE DOOR ELEVATIONSFRAME ELEVATIONSGLAZING TYPES:S-11/4" SAFETY GLASSS-21/4" FIRE-RATED SAFETY GLASSD1F1SCHEDSEE DOORSEE DOOR SCHEDULED2SCHEDSEE DOOR10"10"8"MAX3' - 7"SEE DOOR SCHEDULEMAX3' - 7"8"5"8"SEE DOOR SCHEDULESCHEDSEE DOOR6"6"SEE DOOR SCHED FOR GLAZING TYPE, TYP.SEE DOOR SCHED FOR GLAZING TYPE, TYP.DOUBLE MTL STUD AT JAMBS, TYPICALDOORHM WRAPPED FRAME W/ GYP BD RETURNS AND MTL STUD ANCHORS2"PLANSEE FLRPARTITION TYPE AS SCHED.J1TYP.5/8"MIN.1/2"4"WALL WHERE APPLICABLE5/8" TYPEXIST 1/2" GYP BDDOOR3 5/8" DBL MTL STUD TO MATCH EXIST FRAMINGJ2WALL WHERE APPLICABLENOTE: VERIFY CONSTRUCTION AT PROPOSED OPENING IN EXIST CORRIDOR WALL.EXIST 1/2" GYP BDHM FRAMEJAMB ANCHOR4"1/2"2 1/16"5/8"1/2" GYP BD1/2" THICK SOLID SURFACE, 8" H BACKSPLASH. SCRIBE TO WALL & APPLY SEALANTSOLID SURFACE ON 3/4" SUBSTRATE BUILT UP EDGE, EASED EDGE. COUNTERTOP SECURED TO BACK AND SIDE WALLSSCHEDULED BASEFINISHED FLOOR2x4 WOOD BLOCKING @ BOTTOM & VERTICALLY @ ENDS. ANCHORS @ 12"OC2x6 WD NAILER ANCHORS STAGGERED @ 12" OC. SEE NOTE1" PLAM STANDARD @ ENDSVERIFY SINK CUT OUT W/ SPECIFIED SINK3/4" PLAM W/ APRON, 2X4 WD NAILER2' - 0"2' - 2"2' - 10"2' - 1"5 1/2"1 1/2"9" MINREMOVABLE PLAM FRONT PANEL W/ (2) BALL CATCHES @ EA. END3/4" PLAM BACKNOTE:3. PROVIDE 2 x 6 WD. BLOCKING IN STUD WALL CONSTRUCTION. FASTEN TO DOUBLED UP STUDS.2. FOR STUD WALL CONSTRUCTION USE 1/4" LAG BOLTS W/ OVERSIZED WASHERS.1. AT MASONRY WALLS USE 3/8" SLEEVE ANCHORS (EQUAL TO HILTI HS6) OR ADHESIVE ANCHORS 3/8" DIA X 1'-0" O.C. STAGGERED (EQUAL TO HILTI HY20).CLEAR1' - 0"WIRE PULL, BRUSHED ALUMINUM FINISHWALL CABINET, WHERE INDICATED ON ELEVATIONS(1) ADJ SHELFLINE BORING, TYPBLOCKING, TYP.CLEAR2' - 3" MINMIN8"1"MAX6"1/2" THICK SOLID SURFACE, 8" H BACKSPLASH. SCRIBE TO WALL & APPLY SEALANTSOLID SURFACE ON 3/4" SUBSTRATE , BUILT UP EDGE, EASED EDGE. COUNTERTOP SECURED TO BACK AND SIDE WALLSSCHEDULED BASEFINISHED FLOORCLEAT @ WALL2' - 6"1' - 8"2' - 10"2' - 1"1"END PANEL BEYOND, WHERE APPLICABLEWIRE PULL, BRUSHED ALUMINUM FINISHWALL CABINET(2) ADJ SHELVESLINE BORING, TYPBLOCKING, TYP.CLEAR1' - 0"1 1/2"DOOR6" HIGH DRAWERADJUSTABLE SHELFWOODBLOCKINGSCHEDULED BASEFINISHEDFLOORWIRE PULL BRUSHEDALUMINUM FINISH4"4 1/2"2"2' - 6"SEE INTERIOR ELEVATION2' - 1"7' - 0"WIRE PULL, BRUSHED ALUMINUM FINISHWALL CABINET(2) ADJ SHELVESLINE BORING, TYPBLOCKING, TYP.CLEAR1' - 0"1/2" THICK SOLID SURFACE, 8" H BACKSPLASH. SCRIBE TO WALL & APPLY SEALANTSOLID SURFACE ON 3/4" SUBSTRATE, BUILT UP EDGE, EASED EDGE. COUNTERTOP SECURED TO BACK AND SIDE WALLSTYP.60" TO TOP OF SIGNSINGLE DOOR9" AT PULL SIDE4" AT PUSH SIDELOCATE ON LATCH SIDE OF DOOR3 1/2"3 1/2"0003/8"1/2"3/4"3/4'' LETTERING (WHITE)CENTER ON SIGNBRAILLECOLOR: TBDEQEQEQEQ5' - 2"5/4 X 6 HARDWOOD TO MATCH WOOD LAMINATE DESK(2) STAINLESS STEEL BOBRICK B-6827 HOOKSSectionElevation1' - 4"EQEQEQEQWD BLOCKING BETWEEN STUDS9"5' - 2"5/4 X 6 HARDWOOD TO MATCH CASEWORK.(5) STAINLESS STEEL BOBRICK B-6827 HOOKSSectionElevationTYP8"3' - 4"EQEQEQEQWD BLOCKING BETWEEN STUDS5' - 2"5/4 X 6 HARDWOOD TO MATCH CASEWORK.(6) STAINLESS STEEL BOBRICK B-6827 HOOKSSectionElevationTYP8"4' - 0"EQEQEQEQ5' - 2"5/4 X 6 HARDWOOD TO MATCH CASEWORK.(4) STAINLESS STEEL BOBRICK B-6827 HOOKSSectionElevationTYP8"2' - 8"EQEQEQEQWD BLOCKING BETWEEN STUDSThese documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR. All rights reserved. ©387 East Main Street Rochester NY 14604585 232 8300 | rochester@swbr.comFILE PATH:SWBR Project NumberChecked By:Project Manager:Drawn By:Revisions1/17/2020 4:53:16 PMC:\1-Local Revit Models 2019\19885.00 CU Corson-Mudd Lab Renovation-ARCH-R19_cellis@swbr.com.rvt19885.00CWJInterior Details andDoor ScheduleCWJCREA-601100% ConstructionDocumentsCornell UniversityCorson-Mudd 351/317 LabRenovationIthaca, NY01/17/2020DOOR SCHEDULEDOOR #DOORFRAMEHARDWARELABELTHRESHOLDREMARKSDOOR #LEAFSSIZETYPEMATERIALFINISHGLASSELEVATIONJAMBMATERIALFINISHWIDTHHEIGHTTHICKLEVEL 3315(1)3' - 0"7' - 0"1 3/4"D1WDPT-2/PT-3S-2F1J2HMPT-2/PT-345 MINYSPLIT FINISH315317(1)3' - 0"7' - 0"1 3/4"D1WDPT-2/PT-3S-2F1J2HMPT-2/PT-345 MINYSPLIT FINISH317317A(1)3' - 0"7' - 0"1 3/4"D2WDPT-2S-1F1J1HMPT-2--317A317B(1)3' - 0"7' - 0"1 3/4"D2WDPT-2S-1F1J1HMPT-2--317B351(1)3' - 0"7' - 0"1 3/4"D1WDPT-2/PT-3S-2F1J2HMPT-2/PT-345 MINYSPLIT FINISH351JAMB DETAILS 3/4" = 1'-0"1SECTION - COUNTER WITH SINK 3/4" = 1'-0"2SECTION - COUNTER 3/4" = 1'-0"3SECTION - CASEWORKSIGNAGE MOUNTING TYPESTYPICAL ROOM SIGNAGE TYPE 3/4" = 1'-0"4Coat Rack Detail - Office 317A 3/4" = 1'-0"5Coat Rack Detail - Office 317 3/4" = 1'-0"6Coat Rack Detail - Office 351 3/4" = 1'-0"7Coat Rack Detail - Office 315 REF.REF.MISCELLANEOUS FINISH REQUIREMENTS TO WALLS, FLOORS & CEILINGS IN AREAS AFFECTED BY DEMO HAVE NOT BEEN TOTALLY INCORPORATED INTO THE ROOM FINISH SCHEDULE. REFER TO DEMOLITION, FLOOR & REFLECTED CEILING PLANS FOR EXTENT OF "CUTTING & PATCHING". PATCHING SHALL BE THE REPAIR WORK REQUIRED TO RESTORE SURFACES TO THE ORIGINAL CONDITION AND/OR MATCHING THE ADJACENT SURFACES.FLOORING TO RUN BENEATH ANY OPEN SPACES IN ROOMS, INCLUDING ADA CABINETS & APPLIANCES IN THE ROOM FINISH SCHEDULE - IN ANY ROW OR COLUMN "-" or "ETR" INDICATES THERE ARE NO CHANGES OR NEW FINISHES, EXISTING TO REMAINPAINT ALL EXPOSED HVAC, PLUMBING & ELECTRICAL CONSTRUCTION TO MATCH ADJACENT OR BACKGROUND SURFACES UNLESS OTHERWISE NOTED, INCLUDING BUT NOT LIMITED TO STEEL ACCESS DOORS & FRAME, STEEL GRILLES, DIFFUSERS, REGISTERS, AND LOUVERS. DO NOT PAINT OPERATIONAL COMPONENTS OF SYSTEMS INCLUDING BUT NOT LIMITED TO SPRINKLER HEADS, FIRE, SMOKE, OR HEAT DETECTORS.PROVIDE TRANSITION STRIPS BETWEEN DIFFERENT FLOOR MATERIALS AS INDICATED ON SCHEDULE.WHERE TRANSITIONS OCCUR AT DOORWAYS, CENTER TRANSITION BENEATH DOOR.PAINT DOOR FRAMES & DOORS UNLESS OTHERWISE INDICATED. FINISH FRAMES & DOORS THE SAME ON BOTH SIDES UNLESS INDICATED AS A SPLIT FINISH IN THE DOOR SCHEDULE.ALL GYPSUM BOARD CEILINGS TO BE FLAT FINISH UNLESS OTHERWISE NOTEDALL PAINTED VERTICAL SURFACES (WALLS, SOFFITS, COLUMNS, ETC ) TO BE AN EGGSHELL FINISH UNLESS OTHERWISE NOTED.GENERAL NOTES - FINISHESA.B.C.D.E.F.G.H.I.J.FINISH LEGENDSECTION 06 41 16 - PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETSPLASTIC LAMINATE CASEWORK & COUNTERTOPS (PLAM)PLAM-1WILSONART - COLOR: PASADENA OAK 7986-38(KITCHENETTE CABINETRY)PLAM-2WILSONART - COLOR: AMBER CHERRY 7919K-78(OFFICE 351)SECTION 07 92 00 - JOINT SEALANTJOINT SEALANTAT COUNTERTOP TO WALL TRANSITIONS, MATCH JOINT SEALANT TO COUNTERTOPSECTION 09 51 13 - ACOUSTICAL PANEL CEILINGSACOUSTICAL CEILING TILE (ACT)ACT-1CERTAINTEED PERFORM TILE, SQUARE LAY IN MINERAL FIBER TILE, STYLE: FINE FISSURED, TYPE: HHF-197, SIZE: 24" X 24", COLOR: WHITE, INCLUDE COORDINATING 15/16" SUSPENSION GRID, COLOR: WHITESECTION 09 65 00 - RESILIENT FLOORINGLUXURY VINYL FLOORING (LVT)LVT-1MANNINGTON, LUXURY VINYL TILE, COLLECTION: AMTICO COLLECTION, SIZE: 4.5" x 36", COLOR: FUSED BIRCH, INSTALLATION: 1/3STAGGERED RUNNING BOND, DIRECTION AS INDICATED ON PLANS (OFFICES 317, 317A, 317B & 317C)LVT-2MANNINGTON, LUXURY VINYL TILE WITH MICRO BEVEL EDGES, COLLECTION: SELECT PLANK, SIZE: 5" x 48", COLOR: CHATHAM OAK, INSTALLATION: 1/3STAGGERED RUNNING BOND, DIRECTION AS INDICATED ON PLANS (OFFICE 315 & 351)TRANSITION STRIP (TS)TS-1TARKETT, WHEELED TRAFFIC TRANSITION, CTA-XX-JL, COLOR: TBD FROM MANUFACTURERS FULL LINE (LVT TO EXISTING RESILIENT SHEET)SECTION 09 65 13 - RESILIENT BASE AND ACCESSORIESRUBBER BASE (RB)RB-1 JOHNSONITE, RUBBER BASE, 4" H, COVE TOE BASE, COLOR: TBDSECTION 09 91 23 - INTERIOR PAINTINGPAINT (PT)-ALL DOORS, FRAMES AND TRIM – SEMI-GLOSS-CEILINGS – FLAT-ALL PAINTED VERTICAL SURFACES (WALLS, SOFFITS, COLUMNS, ETC) TO BE AN EGGSHELL FINISH.-AT EXPOSED CEILING USE DRYFALL PAINT.PT-1BENJAMIN MOORE, COLOR: LINEN WHITE 912, FINISH: INTERIOR SATIN (GENERAL)PT-2BENJAMIN MOORE, COLOR: LINEN WHITE, FINISH: SEMI-GLOSS (DOOR &FRAMES, WHERE INDICATED TO BE SPLIT FINISH USE AT DOORS AND FRAME ROOM SIDE)PT-3BENJAMIN MOORE, COLOR: PEBBLE DRIFT, FINISH: SEMI-GLOSS (DOOR &FRAMES, CORRIDOR SIDE)SECTION 10 14 00 - SIGNSPANEL SIGNAGEINTEGRAL ACRYLIC SHEET COLOR:TBD FROM FULL RANGE OF INDUSTRY COLORS RAISED TEXT AND TYPEFACE COLOR: TBD FROM FULL RANGE OF INDUSTRY COLORSSECTION 12 36 61.16 – SOLID SURFACING COUNTERTOPSSOLID SURFACE COUNTERTOP (SS)SS-1 CORIAN SOLID SURFACE - COLOR: DOVESS-2CORIAN SOLID SURFACE - COLOR: SILTSECTION 12 24 13 – ROLLER WINDOW SHADESWINDOW TREATMENTS (WT)WT-1DRAPER INC. - STYLE: 3G MERMET COMPANY M-SCREEN #8503 - FLEX SHADE MESH SHADE WITH FASCIA, MANUALLY CLUTCH CONTROLLED, 3% OPENNESS, SHADE COLOR: 002020 WHITE/LINEN, HARDWARE COLOR: IVORY (EXTERIOR WINDOWS)1. WT-1 AT EXTERIOR WINDOWSROOM FINISH SCHEDULE REMARKSFACULTY OFFICE317ACONFERENCE317BFACULTY OFFICE315KITCHENETTE317COPEN OFFICE317PLANKORIENTATIONPLANKORIENTATIONPLANKORIENTATIONFULL LVT TILE, EDGE TO BE CENTERED UNDER DOOR TILE PATTERN TO CONTINUE UNINTERRUPTED BELOW DOORS OF 317A AND 317BLVT-1EXIST.RESILIENTSHEETTS-1FULL LVT TILE, EDGE TO BE CENTERED UNDER DOOR LVT-2EXIST.RESILIENTSHEETTS-1PLANKORIENTATIONNOTE: PLANK SIZE NOT TO SCALE, FOR DIRECTION ONLY.OPEN OFFICE351PLANKORIENTATIONEXIST.RESILIENTSHEETLVT-2TS-1FULL LVT TILE, EDGE TO BE CENTERED UNDER DOOR TS-1, TARKETT WHEELED TRAFFIC TRANSITION, 1/8" TO 1/4" CTA-XX-JLEXISTING RESILIENT SHEET1/8"LUXURY VINYL TILE, TAPER WITH LEVELING COMPOUND4"END OF WHEELED TRANSITION TO COVER EDGE OF RESILIENT SHEETLVT TO TRANSITION BENEATH DOOR PANEL, START WHEELED TRANSITIONWALL/ DOOR FRAME BEYONDDOOR These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR. All rights reserved. ©387 East Main Street Rochester NY 14604585 232 8300 | rochester@swbr.comFILE PATH:SWBR Project NumberChecked By:Project Manager:Drawn By:Revisions1/17/2020 4:53:17 PMC:\1-Local Revit Models 2019\19885.00 CU Corson-Mudd Lab Renovation-ARCH-R19_cellis@swbr.com.rvt19885.00CAF/CWJRoom Finish Plans,Schedule & LegendCWJCRE/CNGA-602100% ConstructionDocumentsCornell UniversityCorson-Mudd 351/317 LabRenovationIthaca, NY01/17/2020ROOM FINISH SCHEDULEROOM NUMBERROOM NAMEFLOORBASEWALLCEILINGFINISHREMARKSROOM NUMBERMATERIAL/ FINISHMATERIAL/ FINISHNORTHSOUTHEASTWESTMATERIALFINISHMATERIALFINISHMATERIALFINISHMATERIALFINISHLEVEL 3315FACULTY OFFICELVT-2RB-1ETR-CMUPT-1ETR-GWBPT-1GWBPT-1ETR-GWBPT-1ACT-11315317OPEN OFFICELVT-1RB-1ETR-CMUPT-1ETR-GWBPT-1GWB/ETR-GWBPT-1GWBPT-1ACT-11317317AFACULTY OFFICELVT-1RB-1ETR-CMUPT-1ETR-GWBPT-1GWBPT-1GWBPT-1ACT-11317A317BCONFERENCELVT-1RB-1GWB/ETR-GWBPT-1GWBPT-1ETR-GWBPT-1GWBPT-1ACT-1317B317CKITCHENETTELVT-1RB-1GWBPT-1ETR-GWBPT-1ETR-GWBPT-1--ACT-1317C351OPEN OFFICELVT-2RB-1ETR-GWBPT-1ETR-CMUPT-1ETR-GWBPT-1ETR-GWBPT-1ACT-11351 1/4" = 1'-0"1Partial Third Floor Finish Plan - 315 & 317 1/4" = 1'-0"2Partial Third Floor Finish Plan - 351 6" = 1'-0"3TRANSITION TS-1 EXISITNG RESILIENT SHEET TO LVT/CPTNORTH SECTION 07 92 00 JOINT SEALANTS1. PRODUCT: MILDEW RESISTANT SILICONE SEALANTA. MANUFACTURER: DOW CORNINGB. PRODUCT: 786 MILDEW RESISTANTC. COLOR: TO BE SELECTED FROM MANUFACTURER'S FULL RANGESPECIFICATIONS:SECTION 09 29 00 GYPSUM BOARD1. GYPSUM BOARD, TYPE X: ASTM C1396/C1396M.1. LONG EDGES: TAPERED.2. SOUND-ATTENUATION BLANKETS: ASTM C665, TYPE I (BLANKETS WITHOUT MEMBRANE FACING) PRODUCED BY COMBINING THERMOSETTING RESINS WITHMINERAL FIBERS MANUFACTURED FROM GLASS, SLAG WOOL, OR ROCK WOOL.1. FIRE-RESISTANCE-RATED ASSEMBLIES: COMPLY WITH MINERAL-FIBER REQUIREMENTS OF ASSEMBLY.3. ACOUSTICAL SEALANT: MANUFACTURER'S STANDARD NONSAG, PAINTABLE, NONSTAINING LATEX SEALANT COMPLYING WITH ASTM C834. PRODUCT EFFECTIVELY REDUCES AIRBORNE SOUND TRANSMISSION THROUGH PERIMETER JOINTS AND OPENINGS IN BUILDING CONSTRUCTION AS DEMONSTRATED BY TESTING REPRESENTATIVE ASSEMBLIES ACCORDING TO ASTM E90.4. GYPSUM BOARD FINISH LEVELS: FINISH PANELS TO LEVELS INDICATED BELOW AND ACCORDING TO ASTM C840:1. LEVEL 1: CEILING PLENUM AREAS, CONCEALED AREAS, AND WHERE INDICATED.2. LEVEL 4: AT PANEL SURFACES THAT WILL BE EXPOSED TO VIEW UNLESS OTHERWISE INDICATED.SECTION 09 22 16 NON-STRUCTURAL METAL FRAMING1.STUDS AND RUNNERS: ASTM C 645A. MIN BASE-METAL THICKNESS: 0.027"1. EQUIVALENT COATINGS AND METAL THICKNESS (DIMPLED STEEL) STUDS WILL NOT BE ALLOWED.B. DEPTH: AS INDICATED ON DRAWINGSC. PROTECTIVE COATING: ASTM A 653/A 653M, G40, HOT-DIP GALVANIZEDSECTION 02 70 00 SELECTIVE DEMOLITION1.SUMMARYA. DEMOLISH AND REMOVE SELECTED PORTIONS OF BUILDING.B. DISCONNECT AND CAP OR SEAL UTILITIES PRIOR TO DEMOLITION.C. MAINTAIN AND PROTECT ALL EXISTING UTILITY SERVICES.2. DEMOLITIONA. INSTALL TEMPORARY DUSTPROOF PARTITIONS AND ENCLOSURES.B. PATCH AND REPAIR DAMAGED SURFACES CAUSED BY SELECTIVE DEMOLITION OPERATIONS.C. DEMOLISHED MATERIALS BECOME CONTRACTOR'S PROPERTY, UNLESS OTHERWISE INDICATED.3. DISPOSAL OF DEMOLISHED MATERIALS:A. BURNING: NOT PERMITTED.B. DISPOSAL: OFF OWNER'S PROPERTY.4. SELECTIVE DEMOLITION SCHEDULEA. COORDINATE WITH OWNER'S REPRESENTATIVE FOR UTILITY SHUTDOWNS5. OCCUPANCYA. AREAS ADJACENT TO THE AREAS OF DEMOLITION MAY BE OCCUPIED. WORK IS TO BE CONDUCTED IN SUCH A MANNER AS TO MINIMIZE THE DISRUPTION OF NORMAL OPERATIONS.6. CONDITIONS OF STRUCTURESA. THE OWNER ASSUMES NO RESPONSIBILITY FOR ACTUAL CONDITIONS OF ITEMS OR STRUCTURES TO BE DEMOLISHED. CONDITIONS EXISTING AT THE TIME OF COMMENCEMENT OF CONTRACT WILL BE MAINTAINED BY THE OWNER INSOFAR AS IS PRACTICAL. HOWEVER, VARIATIONS WITHIN THE STRUCTURE MAY OCCUR BY THE OWNER'S REMOVAL AND SALVAGE OPERATIONS PRIOR TO START OF SELECTIVE DEMOLITION WORK.7. DAMAGESA. THE CONTRACTOR IS TO PROMPTLY REPAIR ALL DAMAGES CAUSED TO ADJACENT FACILITIES AND EQUIPMENT BY DEMOLITION WORK AT NO ADDITIONAL COST TO OWNER.SECTION 09 91 23 INTERIOR PAINTING1. PRODUCTS: A. GENERAL:a. MATERIALS FOR USE WITHIN EACH PAINT SYSTEM SHALL BE COMPATIBLE WITH ONE ANOTHER AND SUBSTRATES INDICATED, UNDER CONDITIONS OF SERVICE AND APPLICATION AS DEMONSTRATED BY MANUFACTURER, BASED ON TESTING AND FIELD EXPERIENCEb. FOR EACH COAT IN A PAINT SYSTEM, PRODUCTS SHALL BE RECOMMENDED IN WRITING BY TOPCOAT MANUFACTURERS FOR USE IN PAINT SYSTEM AND ON SUBSTRATE INDICATED.B. INTERIOR PRIMERS:a. INTERIOR GYPSUM BOARD PRIMER: FACTORY-FORMULATED LATEX-BASED PRIMER FOR INTERIOR APPLICATION• BENJAMIN MOORE; MOORCRAFT SUPER SPEC LATEX ENAMEL UNDERCOATER & PRIMER SEALER 253; APPLIED AT A DRY FILM THICKNESS OF NOT LESS THAN 1.2 MILS.b. INTERIOR FERROUS-METAL PRIMER: FACTORY-FORMULATED QUICK-DRYING RUST-INHIBITIVE ALKYD-BASED METAL PRIMER• BENJAMIN MOORE; MOORCRAFT SUPER SPEC ALKYD ENAMEL UNDERBODY AND PRIMER SEALER C245; APPLIED AT A DRY FILM THICKNESS OF NOT LESS THAN 1.5 MILS. C. INTERIOR FINISH COATS:a. INTERIOR FLAT ACRYLIC PAINT: FACTORY-FORMULATED FLAT LATEX PAINT FOR INTERIOR APPLICATION• BENJAMIN MOORE: MOORCRAFT SUPER SPEC LATEX FLAT 275: APPLIED AT A DRY FILM THICKNESS OF NOT LESS THAN 1.2 MILS.b. INTERIOR SEMIGLOSS ACRYLIC ENAMEL: FACTORY-FORMULATED SEMIGLOSS LATEX ENAMEL FOR INTERIOR APPLICATION:• BENJAMIN MOORE: MOORCRAFT SUPER SPEC LATEX SEMI-GLOSS ENAMEL 276: APPLIED AT A DRY FILM THICKNESS OF NOT LESS THAN 1.2 MILS.2. SUBMITTALSA. PRODUCT DATA: FOR EACH TYPE OF PRODUCT INCLUDE PREPARATION REQUIREMENTS AND APPLICATION INSTRUCTIONS.3. EXAMINATION:A. EXAMINE SUBSTRATES AND CONDITIONS, WITH APPLICATOR PRESENT, FOR COMPLIANCE WITH REQUIREMENTS FOR MAXIMUM MOISTURE CONTENT AND OTHER CONDITIONS AFFECTING PERFORMANCE OF THE WORK.B. GYPSUM BOARD SUBSTRATES: VERIFY THAT FINISHING COMPOUND IS SANDED SMOOTHC. VERIFY SUITABILITY OF SUBSTRATES, INCLUDING SURFACE CONDITIONS AND COMPATIBILITY, WITH EXISTING FINISHES AND PRIMERS.D. PROCEED WITH COATING APPLICATION ONLY AFTER UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTEDa. APPLICATION OF COATING INDICATES ACCEPTANCE OF SURFACES AND CONDITIONS4. PREPARATION:A. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS AND RECOMMENDATIONS IN "MPI ARCHITECTURAL PAINTING SPECIFICATION MANUAL" APPLICABLE TO SUBSTRATES AND PAINT SYSTEMS INDICATED.B. REMOVE HARDWARE, COVERS, PLATES, AND SIMILAR ITEMS ALREADY IN PLACE THAT ARE REMOVABLE AND RE NOT TO BE PAINTED. IF REMOVAL IS IMPRACTICAL OR IMPOSSIBLE BECAUSE OF SIZE OR WEIGHT OF ITEM, PROVIDE SURFACE-APPLIED PROTECTION BEFORE SURFACE PREPARATION AND PAINTING.a. AFTER COMPLETING PAINTING OPERATIONS, USE WORKERS SKILLED IN THE TRADES INVOLVED TO REINSTALL ITEMS THAT WERE REMOVED. REMOVE SURFACE-APPLIED PROTECTION IF ANY.C. CLEAN SUBSTRATES OF SUBSTANCES THAT COULD IMPAIR BOND OF PAINTS, INCLUDING DUST, DIRT, OIL, GREASE AND INCOMPATIBLE PAINTS AND ENCAPSULANTS.a. REMOVE INCOMPATIBLE PRIMERS AND REPRIME SUBSTRATE WITH COMPATIBLE PRIMERS OR APPLY TIE COAT AS REQUIRED TO PRODUCE PAINT SYSTEMS INDICATED.D. CONCRETE SUBSTRATES: REMOVE RELEASE AGENTS, CURING COMPOUNDS, EFFLORESCENCE AND CHALK. DO NOT PAINT SURFACES IF MOISTURE CONTENT OR ALKALINITY OF SURFACES TO BE PAINTED EXCEEDS THAT PERMITTED IN MANUFACTURER'S WRITTEN INSTRUCTIONS.5. APPLICATION:A. APPLY PAINTS ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS AND TO RECOMMENDATIONS IN "MPI MANUAL"a. USE APPLICATORS AND TECHNIQUES SUITED FOR PAINT AND SUBSTRATE INDICATED.b. PAINT SURFACES BEHIND MOVABLE EQUIPMENT AND FURNITURE SAME AS EXPOSED SURFACESc. PAINT FRONT AND BACKSIDES OF ACCESS PANELS, REMOVABLE OR HINGED COVERS, AND SIMILAR HINGED ITEMS TO MATCH EXPOSED SURFACESd. DO NOT PAINT OVER LABELS OF INDEPENDENT TESTING AGENCIES OR EQUIPMENT NAME, IDENTIFICATION, PERFORMANCE RATING OR NOMENCLATURE PLATES.B. TINT EACH UNDERCOAT A LIGHTER SHADE TO FACILITATE IDENTIFICATION OF EACH COAT IF MULTIPLE COATS OF SAME MATERIAL ARE TO BE APPLIED. TINT UNDERCOATS TO MATCH COLOR OF TOPCOAT, BUT PROVIDE SUFFICIENT DIFFERENCE IN SHADE OF UNDERCOATS TO DISTINGUISH EACH SEPARATE COAT.C. IF UNDERCOATS OR OTHER CONDITIONS SHOW THROUGH TOPCOAT, APPLY ADDITIONAL COATS UNTIL CURED FILM HAS A UNIFORM PAINT FINISH, COLOR AND APPEARANCE.D. APPLY PAINTS TO PRODUCE SURFACE FILMS WITHOUT CLOUDINESS, SPOTTING, HOLIDAYS, LAPS, BRUSH MARKS, ROLLER TRACKING, RUNS, SAGS, ROPINESS OR OTHER SURFACE IMPERFECTIONS. CUT IN SHARP LINES AND COLOR BREAKS.E. PAINTING FIRE SUPPRESSION, PLUMBING, HVAC, ELECTRICAL, COMMUNICATION AND ELECTRONIC SAFETY AND SECURITY WORK:a. PAINT THE FOLLOWING WORK WHERE EXPOSED IN OCCUPIED SPACES:• EQUIPMENT, INCLUDING PANELBOARDS• UNINSULATED METAL PIPING• UNINSULATED PLASTIC PIPING• PIPE HANGERS AND SUPPORTS• METAL CONDUIT• PLASTIC CONDUIT• DUCT, EQUIPMENT AND PIPE INSULATION HAVING COTTON OR CANVAS INSULATION COVERING OR OTHER PAINTABLE JACKET MATERIAL• OTHER ITEMS AS DIRECTED BY ARCHITECTb. PAINT PORTIONS OF INTERNAL SURFACES OF METAL DUCTS, WITHOUT LINER, BEHIND AIR INLETS AND OUTLETS THAT ARE VISIBLE FROM OCCUPIED SPACES.6. CLEANING AND PROTECTIONA. AT END OF EACH WORKDAY, REMOVE RUBBISH, EMPTY CANS, RAGS AND OTHER DISCARDED MATERIALS FROM PROJECT SITE.B. AFTER COMPLETING PAINTING APPLICATION, CLEAN SPATTERED SURFACES. REMOVE SPATTER PAINTS BY WASHING, SCRAPING OR OTHER METHODS. DO NOT SCRATCH OR DAMAGE ADJACENT FINISHED SURFACES.C. PROTECT WORK OF OTHER TRADES AGAINST DAMAGE FROM PAINT APPLICATION. CORRECT DAMAGE TO WORK OF OTHER TRADES BY CLEANING, REPAIRING, REPLACING AND REFINISHING, AS APPROVED BY ARCHITECT, AND LEAVE IN AN UNDAMAGED CONDITION.D. AT COMPLETION OF CONSTRUCTION ACTIVITIES OR OTHER TRADES, TOUCH UP AND RESTORE DAMAGED OR DEFACED PAINTED SURFACES.7. INTERIOR PAINTING SCHEDULEA. GYPSUM BOARD: PROVIDE THE FOLLOWING FINISH SYSTEMS OVER INTERIOR GYPSUM BOARD SURFACES:a. SEMIGLOSS ACRYLIC ENAMEL FINISH: TWO FINISH COATS OVER A PRIMER• PRIMER: INTERIOR GYPSUM BOARD PRIMER• FINISH COATS: WATERBORNE ACRYLIC EPOXY.B. FERROUS METAL: PROVIDE THE FOLLOWING FINISH SYSTEMS OVER FERROUS METAL:a. SEMIGLOSS ACRYLIC-ENAMEL FINISH: TWO FINISH COATS OVER A PRIMER• PRIMER: INTERIOR FERROUS-METAL PRIMERFINISH COATS: INTERIOR SEMIGLOSS ACRYLIC ENAMELSECTION 06 10 53 MISCELLANEOUS ROUGH CARPENTRY1. PRODUCT: WOOD GROUNDS, NAILERS, BLOCKING & BACKING PANELSA. LUMBER STANDARDS AND GRADE STAMPS: PS 20, AMERICAN SOFTWOOD LUMBER STANDARD AND INSPECTION AGENCY GRADE STAMPS.B. FIRE-RETARDANT TREATMENT: AWPA C20 FOR LUMBER AND AWPA C27 FOR PLYWOOD; NONCORROSIVE TYPEC. DIMENSION LUMBER: HEM-FIR, SELECT STRUCTURAL NO. 2SECTION 06 41 16 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS1. PRODUCT: CABINETS & SINK BASESA. ARCHITECTURAL WOODWORK STANDARDS GRADE: CUSTOMB. TYPE OF CONSTRUCTION: FRAMELESSC. DOOR AND DRAWER-FRONT STYLE: FLUSH OVERLAYD. LAMINATE CLADDING FOR EXPOSED SURFACES:a. HORIZONTAL SURFACES: GRADE HGSb. VERTICAL SURFACES: GRADE HGSE. MATERIALS FOR SEMIEXPOSED SURFACES: HIGH-PRESSURE DECORATIVE LAMINATE, NEMA LD 3, GRADE VGSF. CABINET HARDWARE:a. HINGES: 5-KNUCKLE, CONCEALED BRACKETS W/ EXPOSED HINGE PIN AND KNUCKLESb. PULLS: WIRE PULLSc. ADJUSTABLE SHELF SUPPORTSd. LOCKS: NONEe. FITTINGS FOR REMOVABLE APRON PANELS - PROVIDE EITHER:• ZINC ALLOY TWIN BALL CATCH, OR• KEKU PUSH-ON FITTINGS W/ EXTRA SETS EQUAL TO NUMBER INSTALLED, PACKAGED AND SECURED TO BACK SIDE OF PANEL OR ON WALL BEHIND PANEL.SECTION 08 12 13 HOLLOW METAL FRAMES1. HEAVY DUTY INTERIOR FRAMES PER SDI 250.8A. PHYSICAL PERFORMANCE: LEVEL B PER SDI A250.4B. MATERIALS: UNCOATED STEEL SHEET, MINIMUM 0.053 INCHC. CONSTRUCTION: FULLY-WELDEDD. EXPOSED FINISH: PRIMESECTION 08 14 16 FLUSH WOOD DOORS1. INTERIOR FLUSH WOOD DOORSA. CORE: a. NON-RATED: PARTICLEBOARD COREb. FIRE-RATED: MINERAL CORE, POSITIVE PRESSURE AB. FACE: MDO, FACTORY PRIMEDC. GRADE: WDMA EXTRA HEAVY DUTYSECTION 08 80 00 GLAZING1. GLASS PRODUCTSA. FULLY TEMPERED FLOAT GLASS: ASTM C 1048, KIND FT (FULLY TEMPERED), CONDITION A (UNCOATED) UNLESS OTHERWISE INDICATED, TYPE 1, CLASS 1 (CLEAR), QUALITY Q3.2. GLASS SCHEDULE:A. MONOLITHIC-GLASS (TYPE S-1)a. CLEAR FULLY TEMPERED FLOAT GLASSb. THICKNESS: 6.0 MM (0.25 INCH)c. PROVIDE SAFETY LABELING, 16 CFR 1201, CATEGORY IISECTION 08 31 13 ACCESS DOORS AND FRAMES1. ACCESS DOORS FOR WALLS & CEILINGSA. FRAMES: 16 GA (.0598 INCH) SHEET STEEL WITH FLANGE SUITABLE FOR ADJACENT MATERIALB. DOORS: 14 GA (.0625 INCH) SHEET STEELC. DOOR TYPE: FLUSH PANELD. FIRE RATING: NFPA 80SECTION 08 71 00 DOOR HARDWARE1. SUBMITTALS:A. PRODUCT DATA: MANUFACTURER'S PRODUCT DATA SHEETS INCLUDING INSTALLATION DETAILS, MATERIAL DESCRIPTIONS, DIMENSIONS OF INDIVIDUAL COMPONENTS AND PROFILES, OPERATIONAL DESCRIPTIONS AND FINISHES.B. DOOR HARDWARE SCHEDULE: PREPARED BY OR UNDER THE SUPERVISION OF SUPPLIER, DETAILING FABRICATION AND ASSEMBLY OF DOOR HARDWARE, AS WELL AS PROCEDURES AND DIAGRAMS. COORDINATE THE FINAL DOOR HARDWARE SCHEDULE WITH DOORS, FRAMES, AND RELATED WORK TO ENSURE PROPER SIZE, THICKNESS, HAND, FUNCTION, AND FINISH OF DOOR HARDWARE.2. WARRANTY:A. SPECIAL WARRANTY PERIODS:1.TEN YEARS FOR MORTISE LOCKS AND LATCHES.2.FIVE YEARS FOR EXIT HARDWARE.3.TEN YEARS FOR MANUAL SURFACE DOOR CLOSERS.4.TWO YEARS FOR ELECTROMECHANICAL DOOR HARDWARE3. MAINTENANCE SERVICE:A. CONTINUING SERVICE: BEGINNING AT SUBSTANTIAL COMPLETION, AND RUNNING CONCURRENT WITH THE SPECIFIED WARRANTY PERIOD, PROVIDE CONTINUOUS (6) MONTHS FULL MAINTENANCE INCLUDING REPAIR AND REPLACEMENT OF WORN OR DEFECTIVE COMPONENTS, LUBRICATION, CLEANING, AND ADJUSTING AS REQUIRED FOR PROPER DOOR OPENING OPERATION. PROVIDE PARTS AND SUPPLIES AS USED IN THE MANUFACTURE AND INSTALLATION OF ORIGINAL PRODUCTS.4. PRODUCTS: PROVIDE PRODUCTS INDICATED IN HARDWARE SCHEDULE. NO SUBSTITUTIONS PERMITTED.SECTION 08 88 13 FIRE-RESISTANT GLAZING1. GLASS PRODUCTSA. LAMINATED CERAMIC GLAZING: LAMINATED GLASS MADE FROM TWO PLIES OF CLEAR, CERAMIC GLASS2. GLASS SCHEDULE:A. LAMINATED CERAMIC GLAZING (TYPE S-2)a. 45 MINUTE FIRE-PROTECTION RATED LAMINATED CERAMIC GLASSb. THICKNESS: 8.0 MMc. PROVIDE SAFETY LABELING, 16 CFR 1201, CATEGORY IId. PRODUCTS: SUBJECT TO COMPLIANCE WITH THE REQUIREMENTS;• SAFTI FIRST RATED GLAZING SOLUTIONS; PRYAN PLATINUM L• TECHNICAL GLASS PRODUCTS; FIRELITE PLUS• VETROTECH SAINT-GOBAIN; SGG KERALITE FR-LSECTION 09 51 13 ACOUSTICAL PANEL CEILINGSSECTION 09 65 13 RESILIENT BASE AND ACCESSORIESSECTION 09 65 19 RESILIENT TILE FLOORINGSECTION 10 14 00 SIGNS1. SUBMITTALSA. PRODUCT DATA: FOR EACH TYPE OF PRODUCT.B. SHOP DRAWINGS: FOR PANEL SIGNS.C. SAMPLES FOR INITIAL SELECTION: FOR EACH TYPE OF SIGN ASSEMBLY, EXPOSED COMPONENT, AND EXPOSED FINISH.a. INCLUDE REPRESENTATIVE SAMPLES OF AVAILABLE TYPESTYLES AND GRAPHIC SYMBOLS.D. SAMPLES FOR VERIFICATION: FULL-SIZE SAMPLE SHOWING ALL COMPONENTS AND WITH THE REQUIRED FINISH(ES)2. PANEL SIGNSA. PANEL SIGN: SIGN WITH SMOOTH, UNIFORM SURFACES; WITH MESSAGE AND CHARACTERS HAVING UNIFORM FACES, SHARP CORNERS, AND PRECISELY FORMED LINES AND PROFILES; AND AS FOLLOWS:B. SOLID-SHEET SIGN: ACRYLIC SHEET WITH FINISH SPECIFIED IN "SURFACE FINISH AND APPLIED GRAPHICS" SUBPARAGRAPH AND AS FOLLOWS:a. THICKNESS: MANUFACTURER'S STANDARD FOR SIZE OF SIGN.b. SURFACE-APPLIED, RAISED GRAPHICS: APPLIED POLYMER CHARACTERS AND BRAILLE.c. SIGN-PANEL PERIMETER: FINISH EDGES SMOOTH.d. CORNER CONDITION IN ELEVATION: SQUARE.e. MOUNTING: SURFACE MOUNTED TO WALL WITH ADHESIVE AND TWO-FACE TAPE.f. SURFACE FINISH AND APPLIED GRAPHICS:• INTEGRAL ACRYLIC SHEET COLOR: AS SELECTED BY ARCHITECT FROM FULL RANGE OF INDUSTRY COLORS.• TEXT AND TYPEFACE: ACCESSIBLE RAISED CHARACTERS AND BRAILLE AND VARIABLE CONTENT AS SCHEDULED. FINISH RAISED CHARACTERS TO CONTRAST WITH BACKGROUND COLOR, AND FINISH BRAILLE TO MATCH BACKGROUND COLOR. AS SELECTED BY ARCHITECT FROM FULL RANGE OF INDUSTRY COLORS.C. MATERIALSa. ACRYLIC SHEET: ASTM D 4802, CATEGORY AS STANDARD WITH MANUFACTURER FOR EACH SIGN, TYPE UVF (UV FILTERING).b. TWO-FACE TAPE: MANUFACTURER'S STANDARD HIGH-BOND, FOAM-CORE TAPE, 0.045 INCH THICK, WITH ADHESIVE ON BOTH SIDES.D. INSTALLATIONa. INSTALL SIGNS LEVEL, PLUMB, TRUE TO LINE, AND AT LOCATIONS AND HEIGHTS INDICATED, WITH SIGN SURFACES FREE OF DISTORTION AND OTHER DEFECTS IN APPEARANCE.E. SCHEDULEa. PROVIDE (1) SIGN FOR EACH DOOR NUMBER INDICATED ON PLANS.SECTION 12 24 13 ROLLER WINDOW SHADES1. MANUAL, CHAIN-AND-CLUTCH OPERATING MECHANISM A. ROLLER MOUNTING CONFIGURATION: SINGLE ROLLERB. INSTALLATION ACCESSORIES: FRONT FASCIA2. SHADEBAND MATERIALS: COMPLYING W/ NFPA 701A. LIGHT-FILTERING FABRIC: WOVEN POLYESTER AND PVC-COATED POLYESTER3. PRODUCT SAFETY STANDARD: WCMA A100.1SECTION 12 36 61.16 SOLID SURFACING COUNTERTOPS1. SOLID SURFACE MATERIAL: HOMOGENEOUS-FILLED PLASTIC RESIN COMPLYING W/ ICPA SS-12. FABRICATE COUNTERTOPS ACCORDING TO SOLID SURFACE MATERIAL MANUFACTURER'S WRITTEN INSTRUCTIONS AND TO THE AWI/AWMAC/WI'S "ARCHITECTURAL WOODWORK STANDARDS". GRADE: CUSTOM3. COUNTERTOPS: 1/2-INCH-THICK SOLID SURFACE MATERIAL W/ FRONT EDGE BUILT UP W/ SAME MATERIAL, COUNTERTOP THICKNESS AS INDICATED ON DETAILS.4. BACKSPLASHES & END SPLASHES: 1/2-INCH-THICK, SOLID SURFACE MATERIAL5. LOCATIONS: KITCHENETTE COUNTERS W/ SINKS.1. PRODUCTS: AS INDICATED IN FINISH SCHEDULE.2. INSTALLATION: INSTALL ACOUSTICAL PANEL CEILINGS ACCORDING TO ASTM C636/C636M AND MANUFACTURER'S WRITTEN INSTRUCTIONS.3. CLEANING: CLEAN EXPOSED SURFACES OF ACOUSTICAL PANEL CEILINGS, INCLUDING TRIM, EDGE MOLDINGS, AND SUSPENSION-SYSTEM MEMBERS. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS FOR CLEANING AND TOUCHUP OF MINOR FINISH DAMAGE. REMOVE AND REPLACE CEILING COMPONENTS THAT CANNOT BE SUCCESSFULLY CLEANED AND REPAIRED TO PERMANENTLY ELIMINATE EVIDENCE OF DAMAGE.1. PRODUCTS: AS INDICATED IN FINISH SCHEDULE.2. ADHESIVES: WATER-RESISTANT TYPE RECOMMENDED BY RESILIENT-PRODUCT MANUFACTURER FOR RESILIENT PRODUCTS AND SUBSTRATE CONDITIONS INDICATED.3. RESILIENT BASE INSTALLATIONA. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS FOR INSTALLING RESILIENT BASE.B. APPLY RESILIENT BASE TO WALLS, COLUMNS, PILASTERS, CASEWORK AND CABINETS IN TOE SPACES, AND OTHER PERMANENT FIXTURES IN ROOMS AND AREAS WHERE BASE IS REQUIRED.C. INSTALL RESILIENT BASE IN LENGTHS AS LONG AS PRACTICAL WITHOUT GAPS AT SEAMS AND WITH TOPS OF ADJACENT PIECES ALIGNED.D. TIGHTLY ADHERE RESILIENT BASE TO SUBSTRATE THROUGHOUT LENGTH OF EACH PIECE, WITH BASE IN CONTINUOUS CONTACT WITH HORIZONTAL AND VERTICAL SUBSTRATES.E. ON MASONRY SURFACES OR OTHER SIMILAR IRREGULAR SUBSTRATES, FILL VOIDS ALONG TOP EDGE OF RESILIENT BASE WITH MANUFACTURER'S RECOMMENDED ADHESIVE FILLER MATERIAL.F. JOB-FORMED CORNERS: USE STRAIGHT PIECES OF MAXIMUM LENGTHS POSSIBLE AND FORM WITH RETURNS NOT LESS THAN 3 INCHES IN LENGTH. MITER OR COPE CORNERS TO MINIMIZE OPEN JOINTS.4. RESILIENT ACCESSORY INSTALLATIONA. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS FOR INSTALLING RESILIENT ACCESSORIES.B. RESILIENT MOLDING ACCESSORIES: BUTT TO ADJACENT MATERIALS AND TIGHTLY ADHERE TO SUBSTRATES THROUGHOUT LENGTH OF EACH PIECE. INSTALL REDUCER STRIPS AT EDGES OF FLOOR COVERING THAT WOULD OTHERWISE BE EXPOSED.5. CLEANING AND PROTECTIONA. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS FOR CLEANING AND PROTECTING RESILIENT PRODUCTS.B. REMOVE ADHESIVE AND OTHER BLEMISHES FROM SURFACES OPERATIONS IMMEDIATELY AFTER COMPLETING RESILIENT-PRODUCT INSTALLATION.C. PROTECT RESILIENT PRODUCTS FROM MARS, MARKS, INDENTATIONS, AND OTHER DAMAGE FROM CONSTRUCTION OPERATIONS AND PLACEMENT OF EQUIPMENT AND FIXTURES DURING REMAINDER OF CONSTRUCTION PERIOD.D. COVER RESILIENT PRODUCTS SUBJECT TO WEAR AND FOOT TRAFFIC UNTIL SUBSTANTIAL COMPLETION.1. PRODUCTS: AS INDICATED IN FINISH SCHEDULE.2. INSTALLATION MATERIALSA. TROWELABLE LEVELING AND PATCHING COMPOUNDS: LATEX-MODIFIED, PORTLAND-CEMENT-BASED OR BLENDED HYDRAULIC-CEMENT-BASED FORMULATION PROVIDED OR APPROVED BY FLOOR TILE MANUFACTURER FOR APPLICATIONS INDICATED.B. ADHESIVES: WATER-RESISTANT TYPE RECOMMENDED BY FLOOR TILE AND ADHESIVE MANUFACTURERS TO SUIT FLOOR TILE AND SUBSTRATE CONDITIONS INDICATED.3. INSTALLATION:A. PREPARE SUBSTRATES ACCORDING TO FLOOR TILE MANUFACTURER'S WRITTEN INSTRUCTIONS TO ENSURE ADHESION OF RESILIENT PRODUCTS.B. CONCRETE SUBSTRATES: PREPARE ACCORDING TO ASTM F710.C. FILL CRACKS, HOLES, AND DEPRESSIONS IN SUBSTRATES WITH TROWELABLE LEVELING AND PATCHING COMPOUND; REMOVE BUMPS AND RIDGES TO PRODUCE A UNIFORM AND SMOOTH SUBSTRATE.D. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS FOR INSTALLING FLOOR TILE.E. COVER FLOOR SUBJECT TO WEAR AND FOOT TRAFFIC TILE UNTIL SUBSTANTIAL COMPLETION.SECTION 07 84 13 PENETRATION FIRESTOPPINGA. FOR PENETRATIONS IN FIRE-RESISTANCE-RATED WALLS: PENETRATION FIRESTOPPING SYSTEMS WITH RATINGS DETERMINED PER ASTME814 OR UL1479, BASED ON TESTING AT A POSITIVE PRESSURE DIFFERENTIAL OF 0.01-INCH WG.1. F-RATING: NOT LESS THAN THE FIRE-RESISTANCE RATING OF CONSTRUCTIONS PENETRATED.B. ACCESSORIES: PROVIDE COMPONENTS FOR EACH PENETRATION FIRESTOPPING SYSTEM THAT ARE NEEDED TO INSTALL FILL MATERIALS AND TO MAINTAIN RATINGS REQUIRED. USE ONLY THOSE COMPONENTS SPECIFIED BY PENETRATION FIRESTOPPING SYSTEM MANUFACTURER AND APPROVED BY QUALIFIED TESTING AND INSPECTING AGENCY FOR CONDITIONS INDICATED.1. PERMANENT FORMING/DAMMING/BACKING MATERIALS.2. SUBSTRATE PRIMERS.3. COLLARS.4. STEEL SLEEVES.C. INSTALL PENETRATION FIRESTOPPING SYSTEMS TO COMPLY WITH MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS AND PUBLISHED DRAWINGS FOR PRODUCTS AND APPLICATIONS.D. INSTALL FILL MATERIALS BY PROVEN TECHNIQUES TO PRODUCE THE FOLLOWING RESULTS:1. FILL VOIDS AND CAVITIES FORMED BY OPENINGS, FORMING MATERIALS, ACCESSORIES AND PENETRATING ITEMS TO ACHIEVE REQUIRED FIRE-RESISTANCE RATINGS.2. APPLY MATERIALS SO THEY CONTACT AND ADHERE TO SUBSTRATES FORMED BY OPENINGS AND PENETRATING ITEMS.3. FOR FILL MATERIALS THAT WILL REMAIN EXPOSED AFTER COMPLETING THE WORK, FINISH TO PRODUCE SMOOTH, UNIFORM SURFACES THAT ARE FLUSH WITH ADJOINING FINISHES.These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR. All rights reserved. ©387 East Main Street Rochester NY 14604585 232 8300 | rochester@swbr.comFILE PATH:SWBR Project NumberChecked By:Project Manager:Drawn By:Revisions1/17/2020 4:53:17 PMC:\1-Local Revit Models 2019\19885.00 CU Corson-Mudd Lab Renovation-ARCH-R19_cellis@swbr.com.rvt19885.00CWJSpecificationsCWJCREA-603100% ConstructionDocumentsCornell UniversityCorson-Mudd 351/317 LabRenovationIthaca, NY01/17/2020 These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR. All rights reserved. © 387 East Main Street Rochester NY 14604 585 232 8300 | rochester@swbr.com FILE PATH:SWBR Project Number Checked By: Project Manager: Drawn By: Revisions 145 Culver Road Suite 200 Rochester, NY 14620-1678 Telephone 585 427 8888 Facsimile 585 427 8914 www.erdmananthony.com1/17/2020 11:50:17 AMC:\Users\monom\Documents\Revit 2019\CorsonMudd_MEP_Central_v2019_monomCVV2R.rvt19885.00 CWC PLUMBING SYMBOLS, NOTES & ABBREVIATIONS AST MSM P-000 100% Construction Documents Cornell University Corson-Mudd 351/317 Lab Renovation Ithaca, NY 01/17/2020 ABOVE ABV ABOVE FINISHED FLOOR AFF ACCESS DOOR AD ACID RESISTANT WASTE ARW ACID VENT AV ACID WASTE AW ALARM ALM AQUASTAT AQST ARCHITECT(URAL)ARCH ARCHITECT/ENGINEER A/E AREA DRAIN ADRN AUTOMATIC AUTO AUTOMATIC AIR VENT AAV BACK WATER VALVE BWV BACKFLOW PREVENTER BFP BALANCING VALVE BAL V BALL VALVE BV BATHTUB BT BELOW BLW BELOW FINISHED FLOOR BFF BRAKE HORSEPOWER BHP BRITISH THERMAL UNIT BTU BRITISH THERMAL UNITS (1000) PER HOUR MBH BRITISH THERMAL UNITS PER HOUR BTUH BUILDING BLDG BUTTERFLY VALVE BFV BY OWNER BO CATCH BASIN CB CHECK VALVE CKVA CIRCULATING PUMP CP CLEAN OUT CO COMPRESSED AIR CA COMPRESSOR COMP CONDENSATE DRAIN CD CONNECTION CONN CONTRACT LIMIT LINE CLL CONTRACTOR CONTR CONTROL VALVE CV CYCLE CY DECK PLATE CLEAN-OUT DPCO DEIONIZED WATER DIW DETAIL DTL DISTILLED WATER DI DIAMETER DIA DISHWASHER DWSH DOMESTIC COLD WATER SUPPLY CW DOMESTIC HOT WATER SUPPLY DHW DOMESTIC HOT WATER RECIRC DHWRC DOWN DN DRAIN DR DRAWING DWG DRINKING FOUNTAIN DF DRY WELL DRW ELECTRIC(AL)ELEC ELECTRIC WATER COOLER EWC ELECTRIC WATER HEATER EWH EMERGENCY SHOWER EMSHR EMERGENCY EYEWASH EMEW ENGINEER ENGR ENTERING WATER TEMPERATURE EWT EQUIPMENT EQPM EXISTING (E) EXPANSION TANK ET EXTERIOR EXT FACTORY MUTUAL FM FEET (FOOT)FT FIRE PROTECTION FP FLOOR CLEANOUT FCO FLOOR DRAIN FD FLOOR SINK FS FLOW SWITCH FS FORCED AIR FURNACE FAF FULL LOAD AMPS FLA GAGE (GAUGE)GA GALLON GAL GALLONS PER DAY GPD GALLONS PER HOUR GPH GALLONS PER MINUTE GPM GAS G GATE VALVE GV GREASE TRAP GT GREASE INTERCEPTOR GI GENERAL CONTRACTOR GC HUB DRAIN HD HAND SINK HSNK HERTZ HZ HIGH PRESSURE GAS HPG HOSE BIBB HB HORSEPOWER HP INCH(ES)IN INCHES WATER COLUMN IN WC INDIRECT WASTE IW INSIDE DIAMETER ID INSULATION INSUL INVERT INV IRON PIPE SIZE IPS KILOWATT KW KILOWATT HOUR KWH LAVATORY LAV LEAVING WATER TEMPERATURE LWT LIQUEFIED PERTOLEUM GAS LPG LOCKED ROTOR AMPS LRA MANHOLE MH MANUFACTURER MFR MATCHLINE ML MECHANICAL MECH METER M MIXING VALVE MV MINIMUM CIRCUIT AMPACITY MCA MOP SINK MSNK MOTOR CONTROL CENTER MCC NATURAL GAS NG NITROGEN NIT NON-FREEZE HOSE BIBB NFHB NORMALLY CLOSED NC NORMALLY OPEN NO NOT TO SCALE NTS OUTSIDE DIAMETER OD OVERFLOW ROOF DRAIN ORD OXYGEN OXY PHASE PH PLUMBING PLBG PNEUMATIC PNEU POUNDS PER SQUARE INCH PSI POUNDS PER SQUARE INCH ABSOLUTE PSIA POUNDS PER SQUARE INCH GAGE PSIG PRESSURE DROP PD PRESSURE REDUCING VALVE PRV PRESSURE TEMPERATURE RELIEF VALVE PTRV PROJECT PROJ PUMP P PUMP DISCHARGE LINE PD RAIN WATER LEADER RWL REDUCED PRESSURE ZONE RPZ REQUIRED REQD REVOLUTIONS PER MINUTE RPM RISER R ROOF DRAIN RD RUNNING LOAD AMPS RLA SANITARY SAN SANITARY SEWER SS SCHEDULE SCHED SECTION SECT SERVICE SINK SS SHOWER SHR SINK SNK SLEEVE SLV SPECIFICATIONS SPEC SQUARE FOOT SQ FT SQUARE INCH SQ IN STAINLESS STEEL SS STAND PIPE SP STORAGE TANK ST STORM DRAIN SD TEMPERATURE TEMP THERMOSTATIC MIXING VALVE TMV TRAP T TRAP PRIMER TP TRENCH DRAIN TD TYPICAL TYP UNLESS OTHERWISE NOTED UON UTILITY UTIL URINAL URN VACUUM VAC VACUUM BREAKER VB VALVE V VARIABLE FREQUENCY DRIVE VFD VEMT (SANITARY)V VENT TROUGH ROOF VTR VERIFY IN FIELD VIF VOLT V WALL HYDRANT WH WALL CLEAN-OUT WCO WATER CLOSET WC WATER HAMMER ARRESTOR WHA WATER HEATER WH WIRE MESH SCREEN WMS A.CONTRACTORS ARE URGED TO INSPECT THE SITE BEFORE SUBMITTING A BID PROPOSAL TO ENSURE KNOWLEDGE OF PROJECT REQUIREMENTS AND SITE CONDITIONS. IF NO CLARIFICATION IS REQUESTED, IT WILL BE CONSIDERED THAT THE CONTRACTORS ARE IN FULL UNDERSTANDING OF PROJECT REQUIREMENTS. B.PROVIDE LABOR, SUPERVISION, EQUIPMENT, MATERIALS, AND SERVICES REQUIRED FOR THE COMPLETE INSTALLATION OF THIS WORK IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE, AND LOCAL CODES, AUTHORITIES HAVING JURISDICTION, AND STANDARDS INCLUDING BUT NOT LIMITED TO, ASHRAE, IBC, NEC, AND NFPA. C.NOTHING CONTAINED IN THE SPECIFICATIONS OR SHOWN ON THE DRAWINGS SHALL BE CONSTRUED TO BE IN CONFLICT WITH ANY STATE OR LOCAL CODES, ORDINANCES OR REGULATIONS. D.NOTHING CONTAINED WITHIN THESE NOTES SHALL SUPERCEDE THE REQUIREMENTS OF THE SPECIFICATIONS. E.THE USE OF THE WORD "PROVIDE" SHALL MEAN TO FURNISH, INSTALL AND CONNECT, READY TO USE. F.THE USE OF THE WORD "FURNISH" SHALL MEAN TO PROCURE AND DELIVER TO THE SITE. G.THE USE OF THE WORD "INSTALL" SHALL MEAN TO PHYSICALLY PLACE INTO SERVICE AND CONNECT, READY TO USE. H.EQUIPMENT AND MATERIALS SHALL BE INSTALLED BY SKILLED TRADESMEN, FAMILIAR WITH THE COMPONENTS TO BE INSTALLED, AND IN ACCORDANCE WITH BEST PRACTICES OF THE INDUSTRY. I.BECAUSE OF THE SMALL SCALE OF THE DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, FITTINGS, AND ACCESSORIES THAT MAY BE REQUIRED. THIS CONTRACTOR SHALL CAREFULLY EXAMINE THE ARCHITECTURAL; STRUCTURAL; HEATING, VENTILATING AND AIR-CONDITIONING; ELECTRICAL; PLUMBING; AND OTHER PROJECT DOCUMENTS AS MAY BE NECESSARY FOR PROPER OPERATION OR INSTALLATION AND SHALL PROVIDE OFFSETS, FITTINGS, AND ACCESSORIES TO MEET PROJECT CONDITIONS. J.DISCREPANCIES BETWEEN DRAWINGS OR BETWEEN DRAWINGS AND SPECIFICATIONS SHALL BE REPORTED TO THE DESIGN PROFESSIONAL IN WRITING. OBTAIN WRITTEN INSTRUCTIONS FROM PROFESSIONAL AS TO THE MANNER IN WHICH TO PROCEED. NO DEPARTURES FROM THE PROJECT DOCUMENTS SHALL BE MADE WITHOUT PRIOR WRITTEN ACCEPTANCE BY THE PROFESSIONAL. K.DIMENSIONS, CLEARANCES, AND LOCATIONS OF EQUIPMENT AND MATERIALS SHALL BE FIELD VERIFIED PRIOR TO ORDERING, PROCURING AND FURNISHING SAME. L.NO EXTRA COMPENSATION OR CHARGES WILL BE ACCEPTED DUE TO DIFFERENCES BETWEEN THE ACTUAL MEASUREMENTS AND THOSE INDICATED ON THE PLAN. THOROUGHLY COORDINATE WORK WITH SITE CONDITIONS AND OTHER TRADES, DETERMINE EXACT ROUTE AND LOCATION OF EACH DUCT, PIPE, CONDUIT, ETC. BEFORE FABRICATION AND INSTALLATION. M.INSTALL WORK SUBSTANTIALLY AS INDICATED. VERIFY LOCATIONS AND ELEVATIONS ON JOB SITE; DO NOT DIRECTLY SCALE DRAWINGS. MAKE NECESSARY CHANGES IN ELEVATION, FITTINGS, OR OFFSETS TO ACCOMMODATE OBSTACLES OR INTERFERENCES. N.CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR DAMAGE TO THE BUILDING, PIPING OR EQUIPMENT THAT IS THE RESULT OF WORK FOR INSTALLATION OF THIS CONTRACT. O.THE INSTALLING CONTRACTOR IS RESPONSIBLE FOR PATCH AND REPAIR OF ALL SURFACES TO MATCH EXISTING MATERIALS AND ADJACENT FINISHES ASSOCIATED WITH INSTALLATION/REMOVAL OF THIS WORK UNLESS SPECIFICALLY NOTED OTHERWISE. P.WORK SHALL BE COMPLETED TO MAINTAIN ALL NECESSARY AND REQUIRED CLEARANCES, ACCESSES, AND OPENINGS, SUCH THAT FULL FUNCTIONALITY, PROPER OPERATION, AND REPAIR AND MAINTENANCE ARE ENSURED. Q.WHERE DEVICE HEIGHT OF 48" OCCURS AT POINT OF CHANGE OF FINISH, THE DEVICE SHALL BE RAISED OR LOWERED TO OCCUR IN ONE FINISH. R.WHERE DEVICE OCCURS IN BRICK, TILE, OR BLOCK WALLS, THEY SHALL BE MOUNTED AT A VERTICAL MASONRY JOINT & IN EITHER THE TOP OR BOTTOM HORIZONTAL JOINT, CLOSEST TO THE MOUNTING HEIGHT. S.UNLESS OTHERWISE NOTED, ALL MOUNTING HEIGHT DIMENSIONS LISTED ARE TO THE CENTER LINE OF THE WALL BOX OR DEVICE. T.NOT ALL ABBREVIATIONS & SYMBOLS MAY APPLY TO THIS PROJECT. U.ALL ELECTRICAL MATERIALS, DEVICES, APPLIANCES, AND EQUIPMENT SHALL BE LABELED AND LISTED BY A CERTIFIED TESTING LABORATORY OR AGENCY. V.DRAWINGS REPRESENT THE SCOPE OF WORK IN GENERAL ARRANGEMENT FORM AND ARE INTENDED TO SHOW GENERAL ROUTING AND REQUIRED SIZES/CAPACITIES OF SYSTEM COMPONENTS. GENERAL NOTES GENERAL DEMOLITION NOTES A.THE DEMOLITION PLANS AND NOTES HAVE BEEN PREPARED TO ASSIST THE CONTRACTORS IN IDENTIFYING THE AREAS AND ITEMS OF DEMOLITION AND RENOVATION ASSOCIATED WITH THIS PROJECT. THE INFORMATION PROVIDED IS NOT MEANT TO BE ALL-INCLUSIVE IN TERMS OF LISTING EACH AND EVERY SPECIFIC TASK TO BE PERFORMED. EACH CONTRACTOR WILL THOROUGHLY EXAMINE ALL CONTRACT DOCUMENTS PRIOR TO PERFORMING ANY WORK. B.DEMOLITION WORK INCLUDES, BUT IS NOT LIMITED TO, THE ITEMS INDICATED ON THE DEMOLITION DRAWINGS AND DESCRIBED IN THE DEMOLITION NOTES. THE EXTENT OF THE DEMOLITION WORK WILL INCLUDE ALL WORK REQUIRED TO COMPLETE THE PROJECT AND ENSURE WHETHER OR NOT THE WORK IS INDICATED ON THE DRAWINGS. C.EACH CONTRACTOR SHALL THOROUGHLY EXAMINE AND VERIFY ALL EXISTING CONDITIONS BEFORE PERFORMING ANY WORK AND IMMEDIATELY NOTIFY THE OWNER, IN WRITING, OF ANY DISCREPANCIES WITH THE DRAWINGS. D.ALL ITEMS NOTED TO BE REMOVED TO BE DISPOSED OF OFF-SITE BY RESPECTIVE CONTRACTORS, UNLESS NOTED OTHERWISE. WHERE INDICATED ON THE DRAWINGS AND/OR IN THE NOTES AS SALVAGE, THE CONTRACTOR SHALL CAREFULLY REMOVE INDICATED ITEMS AND STORE THEM WHERE DIRECTED BY THE OWNER. E.THE OWNER HAS THE OPTION TO RETAIN POSSESSION OF ANY REMOVED MATERIALS OR EQUIPMENT. ALL SUCH ITEMS SHALL BE CAREFULLY REMOVED AND STORED AT THE SITE BY THE CONTRACTOR WHERE DIRECTED BY THE OWNER. ANY MATERIALS OR EQUIPMENT NOT RETAINED BY THE OWNER WILL BECOME THE PROPERTY OF THE CONTRACTOR AND PROMPTLY REMOVED FROM SITE. F.ANY CONTRACTOR REMOVING OR MODIFYING MATERIAL CONTAINING ASBESTOS OR SUSPECTED OF CONTAINING ASBESTOS WILL NOTIFY THE OWNER AT ONCE AND STOP REMOVAL. IDENTIFICATION AND/OR REMOVAL OF ASBESTOS CONTAINING MATERIAL WILL BE THE RESPONSIBILITY OF THE OWNER. G.REFER TO ARCHITECTURAL, ELECTRICAL, AND MECHANICAL DRAWINGS FOR DEMOLITION WORK BY RESPECTIVE CONTRACTORS. EACH CONTRACTOR IS RESPONSIBLE FOR ALL DEMOLITION ASSOCIATED WITH HIS CONTRACT AND SCOPE OF WORK. EACH CONTRACTOR IS RESPONSIBLE TO PATCH AND/OR REPAIR ANY AND ALL CONSTRUCTION AFFECTED BY HIS DEMOLITION. THE EXTENT OF PATCH AND REPAIR SHALL BE AS REQUIRED TO RECEIVE THE SCHEDULED NEW WORK. ALL CONTRACTORS ARE RESPONSIBLE FOR COORDINATION OF WORK WITH OTHER CONTRACTORS BEFORE PERFORMING ANY WORK. H.ALL PATCH AND REPAIR WORK SHALL BE PERFORMED USING MATERIALS THAT MATCH THE EXISTING ADJACENT CONSTRUCTION. WHERE PATCHING EXISTING MASONRY WALLS OR INFILLING BETWEEN WALLS WITH MASONRY TO MATCH EXISTING, "TOOTH-IN" NEW MASONRY TO EXISTING. I.EACH CONTRACTOR IS RESPONSIBLE TO PROTECT ALL EXISTING CONSTRUCTION SCHEDULED TO REMAIN. EACH CONTRACTOR IS RESPONSIBLE TO PATCH AND/OR REPAIR ANY AND ALL CONSTRUCTION AFFECTED BY THEIR DEMOLITION. EACH CONTRACTOR SHALL PATCH (SUBSTRATE AND FINISHED SURFACES) ANY EXISTING FINISHES AFFECTED BY THEIR RESPECTIVE WORK. J.EXISTING CONDITIONS INDICATED ARE OBTAINED FROM AVAILABLE SOURCES (EXISTING DRAWINGS, FIELD SURVEYS, ETC.) AND ARE NOT GUARANTEED TO BE TRUE AND EXACT. CONTRACTOR(S) SHALL FIELD VERIFY EXISTING CONDITIONS AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE AFFECTED PORTION OF THE WORK. K.REMOVAL IN ITS ENTIRETY INCLUDES HANGERS, ELECTRICAL, CONTROLS, ETC., TO LEAVE A LIKE NEW OR MATCHING EXISTING CONDITION. A.INSTALLATION SHALL CONFORM TO THE REQUIREMENTS OF THE 2015 INTERNATIONAL PLUMBING CODE WITH NYS AMMENDMENTS AND APPLICABLE CORNELL DESIGN STANDARDS. B.PLUMBING CONTRACTOR SHALL PERFORM ALL TESTS, OBTAIN ALL PERMITS, INSPECTIONS AND CONNECTION FEES FOR PLUMBING INSTALLATION. C.PLUMBING CONTRACTOR SHALL PAY FOR ALL PERMITS, INSPECTIONS AND CONNECTION FEES FOR PLUMBING INSTALLATION. D.PLUMBING CONTRACTOR TO COORDINATE WITH ALL OTHER TRADES. E.ALL MATERIALS SHALL BE NEW, UNLESS OTHERWISE NOTED. F.PERFORM TESTING AS REQUIRED BY CODE AND LOCAL AUTHORITY HAVING JURISDICTION. G.PLUMBING CONTRACTOR SHALL VISIT THE SITE AND REVIEW EXISTING CONDITIONS AND MAKE ALLOWANCE FOR ANY EXISTING CONDITIONS PRIOR TO SUBMITTING BID. PLUMBING NOTES PLUMBING ABBREVIATIONS AD WHA P M PT P FD HB WH X P D CO S OR OR WH HB BALL VALVE PLUG VALVE SHUT-OFF VALVE IN RISER BALANCING VALVE MIXING VALVE CHECK VALVE ISOLATION VALVE SOLENOID VALVE STRAINER GLOBE VALVE PRESSURE REDUCING VALVE RELIEF VALVE X INDICATES P -PRESSURE T -TEMPERATURE PT -COMBINATION (PRESS./TEMP.) BRANCH CONNECTION -BOTTOM BRANCH CONNECTION -TOP ELBOW TURNED DOWN ELBOW TURNED UP CAP REDUCER CLEANOUT (FLOOR/WALL) WALL HYDRANT HOSE BIBB FLOOR DRAIN ROOF DRAIN UNION FLEXIBLE CONNECTOR DIRECTION OF FLOW DIRECTION OF DOWNWARD PITCH PRESSURE/TEMPERATURE TAP PRESSURE GAUGE THERMOMETER CIRCULATING PUMP METER WATER HAMMER ARRESTOR ACCESS DOOR DECK PLATE/YARD CLEAN-OUT POINT OF CONNECTION POINT OF DISCONNECTION EXTENT OF DEMOLITION PLUMBING SYMBOLS - VALVES & SPECIALTIES A C D F H L 12 13 14 15 16 17 18 9 8 1 2 3 4 1 5 7 1 4 6 3 1 D 10 1/2" DW (E) KEY PLAN N.T.S A D L 12 1815 AREA OF WORK AREA OF WORK VERIFY SCALE BAR IS ONE (1) INCH LONG ON ORIGINAL DRAWING: IF BAR IS NOT ONE (1) INCH LONG, ADJUST SCALE ACCORDINGLY 0 1 These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR. All rights reserved. © 387 East Main Street Rochester NY 14604 585 232 8300 | rochester@swbr.com FILE PATH:SWBR Project Number Checked By: Project Manager: Drawn By: Revisions 145 Culver Road Suite 200 Rochester, NY 14620-1678 Telephone 585 427 8888 Facsimile 585 427 8914 www.erdmananthony.com1/17/2020 11:50:17 AMC:\Users\monom\Documents\Revit 2019\CorsonMudd_MEP_Central_v2019_monomCVV2R.rvt19885.00 CWC PLUMBING DEMOLITION AST CEV P-101 100% Construction Documents Cornell University Corson-Mudd 351/317 Lab Renovation Ithaca, NY 01/17/2020 1/8" = 1'-0"1 THIRD FLOOR PLAN - PLUMBING DEMOLITION NORTHKEYED NOTES: 1. DISCONNECT AND REMOVE COMPRESSED AIR TURRET AND ASSOCIATED ACCESSORIES. DISCONNECT AND REMOVE 1/2" CA LINE BACK TO MAIN. CAP AND SEAL AIRTIGHT. 2. DISCONNECT AND REMOVE DEIONIZED WATER FAUCET, VALVES AND ACCESSORIES.DISCONNECT AND REMOVE 1/2” DW LINE BACK TO MAIN, CAP AND SEAL WATERTIGHT. 3. DISCONNECT AND REMOVE COLD WATER FAUCET, VALVES AND ACCESSORIES. DISCONNECT AND REMOVE 1/2”CW LINE BACK TO MAIN, CAP AND SEAL WATERTIGHT. 4. DISCONNECT AND REMOVE MIXED WATER FAUCET, VALVES AND ACCESSORIES. DISCONNECT AND REMOVE 1/2”CW AND 1/2”DHW LINESBACK TO MAIN, CAP AND SEAL EACH LINE WATERTIGHT. DISCONNECT AND REMOVE 2”DRAIN LINE BACK TO MAIN, CAP AND SEAL WATERTIGHT. 5. UTILITIES SERVING ADJACENT SINK AND COUNTER ARE ROUTED FROM THE FLOOR BELOW. DIECONNECT AND REMOVE 1/2”CA, DHW, CW AND DW BACK TO MAIN LOCATED BELOW FLOOR.DISCONNECT AND REMOVE 2”DRAIN LINE BACK TO MAIN BELOW FLOOR. FIELD VERIFY EXACT PIPE ROUTING. COORDINATE WITH ARCHITECTURAL PLANS FOR FLOOR REPAIR. COORDINATE WITH OWNER AND OCCUPANTS IN SPACES BELOW PROJECT AREA BEFORE BEGINNING WORK IN THAT LOCATION. 6. UTILITIES SERVING ADJACENT SINK AND COUNTER ARE ROUTED FROM THE FLOOR BELOW. DISCONNECT AND REMOVE 1/2”CA, DHW, AND CW BACK TO MAIN LOCATED BELOW FLOOR.DISCONNECT AND REMOVE 2”DRAIN LINE BACK TO MAIN BELOW FLOOR. FIELD VERIFY EXACT PIPE ROUTING. COORDINATE WITH ARCHITECTURAL PLANS FOR FLOOR REPAIR. COORDINATE WITH OWNER AND OCCUPANTS IN SPACES BELOW PROJECT AREA BEFORE BEGINNING WORK IN THAT LOCATION. 7. DISCONNECT AND REMOVE 1/2”DW WATER LINE. DW LINE ROUTED FROM ABOVE CEILING. DISCONNECT AND REMOVE BACK TO MAIN, FIELD VERIFY EXACT LOCATION, CAP AND SEAL WATERTIGHT. 8. DISCONNECT AND REMOVE MIXED WATER FAUCET, VALVES AND ACCESSORIES BACK ABOVE CEILING. DISCONNECT AND REMOVE 1/2”CW AND 1/2”DHW LINES, PREPARE PIPE FOR CONNECTION TO NEW WORK. DISCONNECT AND REMOVE 1-1/2”DRAIN LINE, PREPARE PIPE FOR CONNECTION TO NEW WORK. 9. DISCONNECT AND REMOVE DEIONIZED WATER FAUCET, VALVES AND ACCESSORIES.DISCONNECT AND REMOVE 1/2” DW LINE TO POINT INDICATED ON PLANS. DW LINE IS ROUTED AT FLOOR LEVEL. 10. DISCONNECT AND REMOVE 1-1/2" SANITARY STUB TRAP. DISCONNECT AND REMOVE PIPE BACK TO MAIN. CAP AND SEAL WATER TIGHT. FIELD VERIFY EXACT PIPE ROUTING. COORDINATE WITH ARCHITECTURAL PLANS FOR FLOOR REPAIR. COORDINATE WITH OWNER AND OCCUPANTS IN SPACES BELOW PROJECT AREA BEFORE BEGINNING WORK IN THAT LOCATION. XGENERAL NOTES: A. FIELD VERIFY EXACT LOCATION, DEPTH, COMPOSITION AND CONDITION OF ALL PIPING, VALVES AND SYSTEMS AS REQUIRED FOR WORK OF THE CONTRACT. B. DO NOT SHUT DOWN ANY PLUMBING MEDICAL GAS, NATURAL GAS, PROCESS PIPING OR RELATED SYSTEMS WITHOUT BUILDING OWNER’S PRIOR WRITTEN APPROVAL. FOLLOW ALL OWNER REQUIREMENTS AND SHUT DOWN PROCEDURES AS WELL AS ALL REQUIREMENTS FOR THIS PROJECT. C. DEMOLITION SHALL INCLUDE REMOVAL OF PIPING, HANGERS, RODS, INSULATION, SUPPORTS, FIXTURES, CARRIERS, TRIM, VALVES AND ACCESSORIES. DEMOLITION SHALL INCLUDE LEGAL DESPOSAL OF ALL ITEMS REMOVED. D. REMOVE AND REPLACE EXISTING CEILINGS AS REQUIRED FOR WORK SHOWN. REPLACE ALL DAMAGED CEILINGS; PROVIDE NEW CEILINGS. FIELD VERIFY CEILING TYPES AND EXTENT OF THIS WORK PRIOR TO BID DATE AND INCLUDE IT IN THE BID. E. PROVIDE ALL WORK IN COMPLIANCE WITH ALL LOCAL, STATE AND FEDERAL CODES. OBTAIN ALL REQUIRED PERMITS. F. PROVIDE CUTTING, CORING AND PATCHING OF ALL WALLS, SLABS AND DECKS AS REQUIRED FOR WORK SHOWN. COORDINATE ALL WORK WITH OWNER AND GENERAL CONTRACTOR. G. PITCH ALL SANITARY, WASTE PIPING SHOWN ON THESE DRAWINGS AS FOLLOWS: PIPING 3”AND SMALLER AT 2 PERCENT (1/4”PER FOOT) MINIMUM. PIPING 4”AND LARGER, PITCH AT 1 PERCENT (1/8”PER FOOT) MINIMUM. REF. FE FE REF.Printer 16" x 16" PLUMBING FIXTURE SCHEDULE TAG DESCRIPTION ACCESSORIES KITCHENETTE STYLE SINK WITH DECK-MOUNTED FAUCET. 1. SINK SINGLE BOWL DROP IN STYLE. 18GA 304 STAINLESS STEEL WITH FAUCET HOLES ON 4" CENTERS - ELKAY MODEL #LR2522SC OR EQUAL - ADA COMPLIANT 2. FAUCET REFER TO ARCHITECTURAL DRAWINGS FOR CABINET / CASEWORK IN 317C AND ROOM 351. - CHICAGO FAUCET MODEL #895-317E29ABCP OR EQUAL - VANDAL PROOF 4" WRISTBLADE HANDLE - ADA COMPLIANT SK-1 - CHROME PLATED FINISH 3. DRAIN - SINK TAILPIECE TO MATCH 4. FIXTURE STOPS - McGUIRE #LF2167LKF - LEAD FREE. 1/2" SUPPLIES WITH 1/2" O.D. FLEXIABLE RISERS - LOOSE KEY STOPS A C D F H L 12 13 14 15 16 17 18 188 SF FACULTY OFFICE 315 188 SF FACULTY OFFICE 317A 379 SF OPEN OFFICE 351 SK-1 3 SK-1 1 2P 4" AW V (E) STACK CO 2" AW V (E) STACK 2" SAN P P 1/2" CW 1/2" DHW NEW 1/2" CW AND DHW DOWN FROM ABOVE 59 SF KITCHENETTE 317C 179 SF OPEN OFFICE 317 131 SF CONFERENCE 317B PROVIDE ESCUTCHEONS AS REQUIRED (TYPICAL) 1/2" HW & CW DOWN IN WALL REFER TO FLOOR PLANS FOR ACTUAL ROUTING LOCATION REFER TO SCHEDULE BELOW FOR FAUCET MAKE AND MODEL REQUIREMENTS STOP VALVE FOR CW & HW, PROVIDE FLEXIBLE WATER LINES FROM VALVES TO FAUCET 1-1/2" SINK WASTE PIPING BRAIDED S.S. FLEXIBLE CONNECTIONS TO FAUCET (TYPICAL) REFER TO ARCHITECTURAL FOR SINK AND CABINET INFORMATION KEY PLAN N.T.S A D L 12 1815 AREA OF WORK AREA OF WORK VERIFY SCALE BAR IS ONE (1) INCH LONG ON ORIGINAL DRAWING: IF BAR IS NOT ONE (1) INCH LONG, ADJUST SCALE ACCORDINGLY 0 1 These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR. All rights reserved. © 387 East Main Street Rochester NY 14604 585 232 8300 | rochester@swbr.com FILE PATH:SWBR Project Number Checked By: Project Manager: Drawn By: Revisions 145 Culver Road Suite 200 Rochester, NY 14620-1678 Telephone 585 427 8888 Facsimile 585 427 8914 www.erdmananthony.com1/17/2020 11:50:27 AMC:\Users\monom\Documents\Revit 2019\CorsonMudd_MEP_Central_v2019_monomCVV2R.rvt19885.00 CWC PLUMBING NEW WORK AST CEV P-102 100% Construction Documents Cornell University Corson-Mudd 351/317 Lab Renovation Ithaca, NY 01/17/2020 1/8" = 1'-0"1 THIRD FLOOR PLAN - PLUMBING NEW WORK NORTHINSTALLATION NOTES: 1.PROVIDE 1/2" CW AND 1/2" DHW CONNECTIONS TO SINK. TAP INTO EXISTING 3/4" CW AND 3/4" DHW LINES LOCATED ON 3RD FLOOR. COORDINATE WITH ARCHITECTURAL PLANS FOR FLOOR PENETRATION. COORDINATE WITH OWNER AND OCCUPANTS IN SPACES BELOW PROJECT AREA BEFORE BEGINNING WORK IN THAT LOCATION. 2.PROVIDE 2" SANITARY DRAIN FROM SINK TO 4" AW LOCATED ON 2ND FLOOR. COORDINATE WITH ARCHITECTURAL PLANS FOR FLOOR PENITRATION. COORDINATE WITH OWNER AND OCCUPANTS IN SPACES BELOW PROJECT AREA BEFORE BEGINNING WORK IN THAT AREA. 3.PROVIDE 1/2" CW AND 1/2" DHW CONNECTIONS TO SINK. MAKE CONNECTIONS TO EXISTING PIPE STUBS ABOVE CEILING. PROVIDE 2" SANITARY DRAIN CONNECTION FROM SINK TO EXISTING SANITARY PIPE STUB. # NO SCALE A SINK PIPING DETAIL ABOVE ABV ABOVE FINISHED FLOOR AFF ACCESS DOOR AD ACID RESISTANT WASTE ARW ACID VENT AV ALARM ALM AQUASTAT AQST ARCHITECT(URAL)ARCH ARCHITECT/ENGINEER A/E AREA DRAIN ADRN AUTOMATIC AUTO AUTOMATIC AIR VENT AAV BACK WATER VALVE BWV BACKFLOW PREVENTER BFP BALANCING VALVE BAL V BALL VALVE BV BATHTUB BT BELOW BLW BELOW FINISHED FLOOR BFF BRAKE HORSEPOWER BHP BRITISH THERMAL UNIT BTU BRITISH THERMAL UNITS (1000) PER HOUR MBH BRITISH THERMAL UNITS PER HOUR BTUH BUILDING BLDG BUTTERFLY VALVE BFV BY OWNER BO CATCH BASIN CB CHECK VALVE CKVA CIRCULATING PUMP CP CLEAN OUT CO COLD WATER CW COMPRESSED AIR CA COMPRESSOR COMP CONDENSATE DRAIN CD CONNECTION CONN CONTRACT LIMIT LINE CLL CONTRACTOR CONTR CONTROL VALVE CV CYCLE CY DECK PLATE CLEAN-OUT DPCO DEIONIZED WATER DIW DETAIL DTL DISTILLED WATER DI DIAMETER DIA DISHWASHER DWSH DOWN DN DRAIN DR DRAWING DWG DRINKING FOUNTAIN DF DRY WELL DRW ELECTRIC(AL)ELEC ELECTRIC WATER COOLER EWC ELECTRIC WATER HEATER EWH EMERGENCY SHOWER EMSHR EMERGENCY EYEWASH EMEW ENGINEER ENGR ENTERING WATER TEMPERATURE EWT EQUIPMENT EQPM EXISTING (E) EXPANSION TANK ET EXTERIOR EXT FACTORY MUTUAL FM FEET (FOOT)FT FIRE PROTECTION FP FLOOR CLEANOUT FCO FLOOR DRAIN FD FLOOR SINK FS FLOW SWITCH FS FULL LOAD AMPS FLA GAGE (GAUGE)GA GALLON GAL GALLONS PER DAY GPD GALLONS PER HOUR GPH GALLONS PER MINUTE GPM GAS G GATE VALVE GV GREASE TRAP GT GREASE INTERCEPTOR GI GENERAL CONTRACTOR GC HAND SINK HSNK HERTZ HZ HIGH PRESSURE GAS HPG HOSE BIBB HB HORSEPOWER HP HOT WATER HW INCH(ES)IN INCHES WATER COLUMN IN WC INDIRECT WASTE IW INSIDE DIAMETER ID INSULATION INSUL INVERT INV IRON PIPE SIZE IPS KILOWATT KW KILOWATT HOUR KWH LAVATORY LAV LEAVING WATER TEMPERATURE LWT LIQUEFIED PERTOLEUM GAS LPG LOCKED ROTOR AMPS LRA MANHOLE MH MANUFACTURER MFR MATCHLINE ML MECHANICAL MECH METER M MIXING VALVE MV MINIMUM CIRCUIT AMPACITY MCA MOP SINK MSNK MOTOR CONTROL CENTER MCC NATURAL GAS NG NITROGEN N NON-FREEZE HOSE BIBB NFHB NORMALLY CLOSED NC NORMALLY OPEN NO NOT TO SCALE NTS OUTSIDE DIAMETER OD OVERFLOW ROOF DRAIN ORD OXYGEN OXY PHASE PH PLUMBING PLBG PNEUMATIC PNEU POUNDS PER SQUARE INCH PSI POUNDS PER SQUARE INCH ABSOLUTE PSIA POUNDS PER SQUARE INCH GAGE PSIG PRESSURE DROP PD PRESSURE REDUCING VALVE PRV PRESSURE TEMPERATURE RELIEF VALVE PTRV PROJECT PROJ PUMP P PUMP DISCHARGE LINE PD RAIN WATER LEADER RWL REDUCED PRESSURE ZONE RPZ REQUIRED REQD REVOLUTIONS PER MINUTE RPM RISER R ROOF DRAIN RD RUNNING LOAD AMPS RLA SANITARY SAN SANITARY SEWER SS SCHEDULE SCHED SECTION SECT SERVICE SINK SS SHOWER SHR SINK SNK SLEEVE SLV SPECIFICATIONS SPEC SQUARE FOOT SQ FT SQUARE INCH SQ IN STAINLESS STEEL SS STAND PIPE SP STORAGE TANK ST STORM DRAIN ST TEMPERATURE TEMP THERMOSTATIC MIXING VALVE TMV TRAP T TRAP PRIMER TP TRENCH DRAIN TD TYPICAL TYP UNLESS OTHERWISE NOTED UON UTILITY UTIL URINAL URN VACUUM VAC VACUUM BREAKER VB VALVE V VARIABLE FREQUENCY DRIVE VFD VEMT (SANITARY)V VENT TROUGH ROOF VTR VERIFY IN FIELD VIF VOLT V WALL HYDRANT WH WALL CLEAN-OUT WCO WATER CLOSET WC WATER HAMMER ARRESTOR WHA WATER HEATER WH WIRE MESH SCREEN WMS FIRE PROTECTION ABBREVIATIONS AD WHA P M PT P FD HB WH X P D CO S OR OR WH PIPING SYMBOLS -VALVES AND SPECIALTIES BALL VALVE PLUG VALVE SHUT-OFF VALVE IN RISER BALANCING VALVE MIXING VALVE CHECK VALVE ISOLATION VALVE SOLENOID VALVE STRAINER GLOBE VALVE PRESSURE REDUCING VALVE RELIEF VALVE X INDICATES P - PRESSURE T - TEMPERATURE PT - COMBINATION (PRESS./TEMP.) BACKFLOW PREVENTER (BFP) BRANCH CONNECTION - BOTTOM BRANCH CONNECTION - TOP ELBOW TURNED DOWN ELBOW TURNED UP CAP REDUCER CLEANOUT (FLOOR/WALL) WALL HYDRANT HOSE BIBB FLOOR DRAIN ROOF DRAIN UNION FLEXIBLE CONNECTOR DIRECTION OF FLOW DIRECTION OF DOWNWARD PITCH PRESSURE/TEMPERATURE TAP PRESSURE GAUGE THERMOMETER CIRCULATING PUMP METER WATER HAMMER ARRESTOR ACCESS DOOR DECK PLATE/YARD CLEAN-OUT POINT OF CONNECTION POINT OF DISCONNECTION EXTENT OF DEMOLITION HB FIRE PROTECTION SYMBOLES -VALVES AND SPECIALTIES FIRE PROTECTION NOTES A. THE AUTOMATIC SPRINKLER SYSTEMS WITHIN THIS FACILITY SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH NFPA-13. ALL FIRE SUPPRESSION SYSTEMS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH THE FIRE CODE OF NEW YORK STATE. B. ALL PIPE SIZES AND HYDRAULIC NODES SHOWN ARE FOR REFERENCE ONLY. FIRE PROTECTION CONTRACTOR TO PERFORM HYDRAULIC CALCULATIONS TO DETERMINE FINAL PIPE SIZES. C. THE CONTRACTOR SHALL COORDINATE WITH ALL TRADES AND COMPLY WITH ALL OBSTRUCTION REQUIREMENTS AS DESCRIBED WITHIN NFPA-13. D. THE CONTRACTOR SHALL VISIT THE SITE AND REVIEW EXISTING CONDITIONS AND MAKE ALLOWANCE FOR ANY EXISTING CONDITIONS PRIOR TO SUBMITTING BID. E. ALL COMPONENTS OF AUTOMATIC SPRINKLER SYSTEM SHALL BE LISTED FOR USE IN FIRE SUPPRESSION SYSTEMS AND BE LISTED BY UNDERWRITERS LABORATORIES (UL) AND FM GLOBAL (FM) GENERAL NOTES A. THIS LEGEND IS FOR THE CONTRACTOR'S REFERENCE ONLY. NOT ALL SYMBOLS AND/OR ABBREVIATIONS MAY APPLY TO THIS PARTICULAR PROJECT. ANY ADDITIONS OR OMISSIONS FROM THIS LEGEND SHEET DOES NOT IMPLY INCLUSION AND/OR EXCLUSION OF ANY PARTICULAR ITEMS FROM THE PROJECT. B. THE PLANS ARE DIAGRAMMATIC AND INDICATE ONLY THE SIZE AND GENERAL ARRANGEMENT OF PIPING/DUCTWORK AND EQUIPMENT. EXACT LOCATION OF ALL ELEMENTS SHALL BE DETERMINED AS WORK PROGRESSES, IN COOPERATION AND COORDINATION WITH THE WORK OF ALL TRADES. THEY ARE NOT INTENDED TO SHOW EVERY ITEM OF WORK OR MINOR PIECE OF EQUIPMENT. CONTRACTOR SHALL FURNISH AND INSTALL WITHOUT ADDITIONAL REMUNERATION ANY COMPONENT NECESSARY TO COMPLETE THE SYSTEM IN ACCORDANCE WITH THE BEST PRACTICE OF THE TRADE. C. ITEMS OF WORK OR EQUIPMENT SHOWN ON THE DRAWINGS ONLY, OR CALLED FOR IN THE SPECIFICATIONS ONLY, SHALL BE FURNISHED AND INSTALLED IN THE SAME MANNER AS IF THEY APPEARED ON BOTH THE DRAWINGS AND IN THE SPECIFICATIONS. D. DRAWINGS DO NOT INDICATE ALL OFFSETS, CHANGES IN ELEVATIONS, ETC. WHICH MAY BE REQUIRED. THE CONTRACTOR SHALL MAKE SUCH CHANGES IN PIPING/DUCTWORK AND LOCATION OF EQUIPMENT, ETC. TO ACCOMMODATE WORK, OBSTACLES, AND WORK OF OTHER TRADES/CONTRACTORS. E. INSTALL EQUIPMENT AND PIPING/DUCTWORK TO AVOID INTERFERENCE WITH THE OPERATION, SERVICE, AND MAINTENANCE OF EQUIPMENT. F. ALL COSTS FOR CUTTING, PATCHING AND PAINTING OF EXISTING WALLS, CEILINGS AND FLOORS TO ACCOMMODATE THE INSTALLATION OF WORK SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR UNLESS INDICATED OTHERWISE. MATERIALS FOR THE RESTORATION OF EXISTING SURFACES SHALL MATCH THE EXISTING SURFACES. G. PIPES AND/OR DUCTS PENETRATING FIRE WALLS AND FLOORS SHALL BE FIRESTOPPED USING UL APPROVED MATERIALS. REFER TO THE ARCHITECTURAL DRAWINGS FOR FIRE WALL AND FLOOR LOCATIONS. H. ALL PHYSICAL ATTRIBUTES OF EQUIPMENT AND DEVICES ARE BASED ON THOSE MANUFACTURERS LISTED IN THE SPECIFICATIONS AND/OR THE EQUIPMENT SCHEDULES. THE RESPECTIVE CONTRACTORS ARE RESPONSIBLE FOR ALL CHANGES BROUGHT ABOUT BY THE USE OF ITEMS BY OTHER MANUFACTURERS IF THOSE ITEMS DO NOT MATCH THE HYSICAL ATTRIBUTES OF THE MANUFACTURERS LISTED. GENERAL DEMOLITION NOTES A. THE DEMOLITION PLANS AND NOTES HAVE BEEN PREPARED TO ASSIST THE CONTRACTORS IN IDENTIFYING THE AREAS AND ITEMS OF DEMOLITION AND RENOVATION ASSOCIATED WITH THIS PROJECT. THE INFORMATION PROVIDED IS NOT MEANT TO BE ALL-INCLUSIVE IN TERMS OF LISTING EACH AND EVERY SPECIFIC TASK TO BE PERFORMED. EACH CONTRACTOR WILL THOROUGHLY EXAMINE ALL CONTRACT DOCUMENTS PRIOR TO PERFORMING ANY WORK. B. DEMOLITION WORK INCLUDES, BUT IS NOT LIMITED TO, THE ITEMS INDICATED ON THE DEMOLITION DRAWINGS AND DESCRIBED IN THE DEMOLITION NOTES. THE EXTENT OF THE DEMOLITION WORK WILL INCLUDE ALL WORK REQUIRED TO COMPLETE THE PROJECT AND ENSURE WHETHER OR NOT THE WORK IS INDICATED ON THE DRAWINGS. C. EACH CONTRACTOR SHALL THOROUGHLY EXAMINE AND VERIFY ALL EXISTING CONDITIONS BEFORE PERFORMING ANY WORK AND IMMEDIATELY NOTIFY THE OWNER, IN WRITING, OF ANY DISCREPANCIES WITH THE DRAWINGS. D. ALL ITEMS NOTED TO BE REMOVED TO BE DISPOSED OF OFF-SITE BY RESPECTIVE CONTRACTORS, UNLESS NOTED OTHERWISE. WHERE INDICATED ON THE DRAWINGS AND/OR IN THE NOTES AS SALVAGE, THE CONTRACTOR SHALL CAREFULLY REMOVE INDICATED ITEMS AND STORE THEM WHERE DIRECTED BY THE OWNER. E. THE OWNER HAS THE OPTION TO RETAIN POSSESSION OF ANY REMOVED MATERIALS OR EQUIPMENT. ALL SUCH ITEMS SHALL BE CAREFULLY REMOVED AND STORED AT THE SITE BY THE CONTRACTOR WHERE DIRECTED BY THE OWNER. ANY MATERIALS OR EQUIPMENT NOT RETAINED BY THE OWNER WILL BECOME THE PROPERTY OF THE CONTRACTOR AND PROMPTLY REMOVED FROM SITE. F. REFER TO ARCHITECTURAL, ELECTRICAL, AND MECHANICAL DRAWINGS FOR DEMOLITION WORK BY RESPECTIVE CONTRACTORS. EACH CONTRACTOR IS RESPONSIBLE FOR ALL DEMOLITION ASSOCIATED WITH HIS CONTRACT AND SCOPE OF WORK. EACH CONTRACTOR IS RESPONSIBLE TO PATCH AND/OR REPAIR ANY AND ALL CONSTRUCTION AFFECTED BY HIS DEMOLITION. THE EXTENT OF PATCH AND REPAIR SHALL BE AS REQUIRED TO RECEIVE THE SCHEDULED NEW WORK. ALL CONTRACTORS ARE RESPONSIBLE FOR COORDINATION OF WORK WITH OTHER CONTRACTORS BEFORE PERFORMING ANY WORK. G. ALL PATCH AND REPAIR WORK SHALL BE PERFORMED USING MATERIALS THAT MATCH THE EXISTING ADJACENT CONSTRUCTION. WHERE PATCHING EXISTING MASONRY WALLS OR INFILLING BETWEEN WALLS WITH MASONRY TO MATCH EXISTING, "TOOTH-IN" NEW MASONRY TO EXISTING. H. EACH CONTRACTOR IS RESPONSIBLE TO PROTECT ALL EXISTING CONSTRUCTION SCHEDULED TO REMAIN. EACH CONTRACTOR IS RESPONSIBLE TO PATCH AND/OR REPAIR ANY AND ALL CONSTRUCTION AFFECTED BY THEIR DEMOLITION. EACH CONTRACTOR SHALL PATCH (SUBSTRATE AND FINISHED SURFACES) ANY EXISTING FINISHES AFFECTED BY THEIR RESPECTIVE WORK. I. EXISTING CONDITIONS INDICATED ARE OBTAINED FROM AVAILABLE SOURCES (EXISTING DRAWINGS, FIELD SURVEYS, ETC.) AND ARE NOT GUARANTEED TO BE TRUE AND EXACT. CONTRACTOR(S) SHALL FIELD VERIFY EXISTING CONDITIONS AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE AFFECTED PORTION OF THE WORK. J. REMOVAL IN ITS ENTIRETY INCLUDES HANGERS, ELECTRICAL, CONTROLS, ETC., TO LEAVE A LIKE NEW OR MATCHING EXISTING CONDITION. FIRE PROTECTION SYMBOLS -VALVES AND SPECIALTIES UPRIGHT SPRINKLER HEAD -3/4" NPT, 8.0 K, ORDINARY TEMPERATURE FLOW SWITCH LISTED INDICATING VALVE WITH TAMPER SWITCH CHROME PLATED SEMI-RECESSED PENDANT SPRINKLER HEAD, UNLESS NOTED OTHERWISE -3/4" NPT, 8.0 K, ORDINARY TEMPERATURE These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR. All rights reserved. © 387 East Main Street Rochester NY 14604 585 232 8300 | rochester@swbr.com FILE PATH:SWBR Project Number Checked By: Project Manager: Drawn By: Revisions 145 Culver Road Suite 200 Rochester, NY 14620-1678 Telephone 585 427 8888 Facsimile 585 427 8914 www.erdmananthony.com1/17/2020 11:50:02 AMC:\Users\monom\Documents\Revit 2019\CorsonMudd_MEP_Central_v2019_monomCVV2R.rvt19885.00 CWC FIRE PROTECTION SYMBOLS, NOTES & ABBREVIATIONS AST CEV FP-000 100% Construction Documents Cornell University Corson-Mudd 351/317 Lab Renovation Ithaca, NY 01/17/2020 A C D F H L 12 13 14 15 16 17 18 D D D D D D D D D D D D 1 1 1 1 1 1 1 1 1 KEY PLAN N.T.S A D L 12 1815 AREA OF WORK AREA OF WORK VERIFY SCALE BAR IS ONE (1) INCH LONG ON ORIGINAL DRAWING: IF BAR IS NOT ONE (1) INCH LONG, ADJUST SCALE ACCORDINGLY 0 1 These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR. All rights reserved. © 387 East Main Street Rochester NY 14604 585 232 8300 | rochester@swbr.com FILE PATH:SWBR Project Number Checked By: Project Manager: Drawn By: Revisions 145 Culver Road Suite 200 Rochester, NY 14620-1678 Telephone 585 427 8888 Facsimile 585 427 8914 www.erdmananthony.com1/17/2020 11:50:02 AMC:\Users\monom\Documents\Revit 2019\CorsonMudd_MEP_Central_v2019_monomCVV2R.rvt19885.00 CWC FIRE PROTECTION DEMOLITION AST CEV FP-101 100% Construction Documents Cornell University Corson-Mudd 351/317 Lab Renovation Ithaca, NY 01/17/2020 1/8" = 1'-0"1 THIRD FLOOR PLAN - FIRE PROTECTION DEMOLITION NORTHGENERAL DEMOLITION NOTES: 1. THE PLANS INDICATE ONLY THE PART OF THE GENERAL ARRANGEMENT OF PIPING, SIZING AND EQUIPMENT IN AREA OF REMODEL. EXACT LOCATION OF ALL EXISTING ELEMENTS SHALL BE DETERMINED AS WORK PROGRESSES, IN COOPERATION AND COORDINATION WITH THE WORK OF ALL TRADES. THEY ARE NOT INTENDED TO SHOW EVERY ITEM OF WORK OR MINOR PIECE OF EQUIPMENT. 2. THE PLAN DRAWING WAS RESTORED FROM THE ORIGINAL FILE DATED 10/70/1980. THE LOCATION OF FIRE PROTECTION MAIN, BRANCH PIPING AND SPRINKLER HEADS MAY DIFFER FROM THE ACTUAL LOCATION AND ELEVATION. 3. COORDINATE REMOVAL OF SPRINKLER HEADS WITH FIRE ALARM CONTRACTOR INCLUDING INSTALLATION OF TEMPORARY HEAT DETECTORS. KEY DEMOLITION NOTES: 1. REMOVE EXISTING SPRINKLER HEADS, ASSOCIATED PIPING AND EQUIPMENT BACK TO BRANCH LINE. BRANCH LINE AND OUTLETS TO REMAIN. # REF. FE FE REF.Printer16" x 16" A C D F H L 12 13 14 15 16 17 18 188 SF FACULTY OFFICE 315 188 SF FACULTY OFFICE 317A 379 SF OPEN OFFICE 351 P P P P P P P P P 3" 3"3" 3" 6" 3" 1 1/4" 1 1/4"1 1/4"1 1/4"1 1/4" 1 1/4" 3" P P P P P P 1 1/4"1 1/4"1 1/4" 3"3"3" 1 1/4" 1 1 1 1 1 1 1 1 1 59 SF KITCHENETTE 317C179 SF OPEN OFFICE 317 131 SF CONFERENCE 317B KEY PLAN N.T.S A D L 12 1815 AREA OF WORK AREA OF WORK VERIFY SCALE BAR IS ONE (1) INCH LONG ON ORIGINAL DRAWING: IF BAR IS NOT ONE (1) INCH LONG, ADJUST SCALE ACCORDINGLY 0 1 These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR. All rights reserved. © 387 East Main Street Rochester NY 14604 585 232 8300 | rochester@swbr.com FILE PATH:SWBR Project Number Checked By: Project Manager: Drawn By: Revisions 145 Culver Road Suite 200 Rochester, NY 14620-1678 Telephone 585 427 8888 Facsimile 585 427 8914 www.erdmananthony.com1/17/2020 11:50:12 AMC:\Users\monom\Documents\Revit 2019\CorsonMudd_MEP_Central_v2019_monomCVV2R.rvt19885.00 CWC FIRE PROTECTION NEW WORK AST CEV FP-102 100% Construction Documents Cornell University Corson-Mudd 351/317 Lab Renovation Ithaca, NY 01/17/2020 1/8" = 1'-0"1 THIRD FLOOR PLAN - FIRE PROTECTION NEW WORK NORTHGENERAL INSTALLATION NOTES: 1.NEW INSTALLATION SHALL COMPLY WITH NFPA 13 LIGHT HAZARD COVERAGE. NEW BRANCH/DROP PIPING SHALL BE SCHEDULE 40 BLACK PIPING WITH THREADED FITTINGS. NEW SEMI- RECESSED PENDENT SPRINKLER HEADS INSTALLATION SHALL COMPLY WITH FIRE CODE OF NEW YORK STATE, FM GLOBAL REQUIREMENTS AND APPLICABLE NFPA AND CORNELL DESIGN STANDARDS. 2.THE PLANS INDICATE ONLY THE PART OF THE GENERAL ARRANGEMENT OF PIPING, SIZING AND EQUIPMENT. EXACT LOCATION OF ALL EXISTING ELEMENTS SHALL BE DETERMINED AS WORK PROGRESSES, IN COOPERATION AND COORDINATION WITH THE WORK OF ALL TRADES. THEY ARE NOT INTENDED TO SHOW EVERY ITEM OF WORK OR MINOR PIECE OF EQUIPMENT. 3.CONTRACTOR SHALL FIELD VERIFY PIPE SIZES PRIOR TO THE BEGINNING ANY WORK. 4.INSTALL ALL PIPING TO AVOID INTERFERENCE WITH THE OPERATION, SERVICE, AND MAINTENANCE OF EXISTING AND/OR NEW EQUIPMENT. 5.THE CONTRACTOR SHALL COORDINATE ALL INSTALLATIONS WITH LATEST ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS. 6.THE LOCATION OF FIRE PROTECTION MAIN AND BRANCH PIPING AND SPRINKLER HEADS MAY DIFFER FROM THE ACTUAL LOCATION AND ELEVATION. KEY INSTALLATION NOTES: 1.PROVIDE 1" BRANCH/DROP PIPING FROM EXISTING BRANCH LINES FOR SEMI-RECESSED PENDENT SPRINKLER HEADS IN NEW OFFICES CEILING. USE EXISTING OUTLETS WHERE POSSIBLE. # M S SP 1. ANY PHYSICAL INSTALLATION MODIFICATIONS DUE TO FIELD CONDITIONS SHALL BE RESOLVED BY THE MECHANICAL CONTRACTOR IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE MECHANICAL ENGINEER. 2. THIS CONTRACTOR SHALL PROVIDE ALL MISCELLANEOUS STEEL AND SUPPORTS TO SUSPEND DUCTWORK AND EQUIPMENT. 3. ALL EQUIPMENT SHALL BE INSTALLED WITH VIBRATION ISOLATORS. 4. THIS CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, AND EQUIPMENT TO ENSURE A COMPLETE SYSTEM. 5. THIS CONTRACTOR SHALL COORDINATE HIS WORK WITH ALL OTHER TRADES. 6. THE MECHANICAL CONTRACTOR SHALL SEAL ALL HIS RESPECTIVE WALL AND ROOF PENETRATIONS. 7. THE MECHANICAL CONTRACTOR SHALL PAY FOR ALL FEES AND PERMITS AS NECESSARY TO COMPLETE THE INSTALLATION. 8. THE MECHANICAL CONTRACTOR SHALL PROVIDE MANUAL AIR VENTS AT ALL HIGH POINTS IN HYDRONIC SYSTEMS AND AT EACH UNIT TO FACILITATE MANUAL VENTING. PROVIDE 3/4" HOSE END DRAINS, (WITH CAP & CHAIN), AT ALL LOW POINTS TO FACILITATE DRAINAGE. 9. ALL REFRIGERATION PIPING SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS, ALL PIPE SIZES SHALL BE PER MANUFACTURER'S REQUIREMENTS BASED ON PROPOSED PIPE ROUTING AND EQUIPMENT LOCATIONS. 10. ALL REFRIGERANT PIPING SHALL BE PITCHED A MINIMUM OF 1/2" IN 10'-0" IN THE DIRECTION OF THE REFRIGERANT FLOW. 11. ALL PIPE PENETRATIONS THROUGH CHASES, WALLS, OR FLOORS WHICH ARE FIRE- RATED SHALL BE PROPERLY SEALED TO MAINTAIN RATING. 12. ALL DUCTS THAT PENETRATE CHASES, WALLS, OR FLOORS WHICH ARE FIRE-RATED SHALL BE INSTALLED WITH FIRE DAMPERS IN ACCORDANCE WITH NFPA 90A. THIS APPLIES EVEN IF THEY ARE NOT SPECIFICALLY SHOWN ON THE DRAWINGS. 13. COORDINATION DRAWINGS AT NOT LESS THAN A 1/4" PER FOOT. SHOWING THE PROPOSED EQUIPMENT ARE REQUIRED FOR ALL AREAS AND SHALL BE REVIEWED BY ALL TRADES PRIOR TO SUBMISSION TO THE PROFESSIONAL. 14. ALL DUCTWORK, EQUIPMENT, PIPING, ETC. SHALL BE INSTALLED ABOVE THE FINISHED CEILING UNLESS SPECIFICALLY NOTED OTHERWISE. MECHANICAL NOTES 1. ALL DUCTWORK SIZES NOTED ARE FREE AREA SIZES. 2. TURNING VANES SHALL BE PROVIDED IN ALL RECTANGULAR DUCT ELBOWS. 3. BALANCING DAMPERS SHALL BE PROVIDED AT ALL DUCT BRANCHES. 4. THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING INSTALLATION OF AIR DEVICES WITHIN THE CEILING GRID WITH LIGHTING FIXTURES, SPRINKLER HEADS, ETC. 5. LENGTH OF FLEXIBLE DUCT BRANCHES SHALL NOT EXCEED 7'-0" MAXIMUM. ADDITIONAL LENGTH FOR INDIVIDUAL CONNECTIONS SHALL BE RIGID ROUND SHEET METAL DUCTWORK. 6. FLEXIBLE DUCT SHALL NOT BE ACCEPTABLE FOR EXHAUST FAN INSTALLATIONS. 7. DUCTWORK SIZES ARE DEFINITE AND LOCATIONS ARE APPROXIMATE. MECHANICAL CONTRACTOR CAN MAKE MINOR DUCTWORK SIZE REVISIONS TO ACCOMMODATE AVAILABLE SPACE. SIZING SHALL BE BASED ON A MAXIMUM OF .08" PRESSURE LOSS PER 100' (STATIC PRESSURE), AND A MAXIMUM 1100 FPM AIR VELOCITY. DUCTWORK SYSTEMS SHALL BE SIZED BASED ON HVAC FAN STATIC PRESSURE AND FAN DUTY POINTS. DUCTWORK NOTES OUTDOOR AMBIENT CONDITIONS: WINTER = -5°F DB SUMMER = 88° DB, 73°F WB INDOOR CONDITIONS: HEATING = 70°F COOLING = 75°F DB, 63°F WB CODES: 2015 INTERNATIONAL MECHANICAL CODE 2015 INTERNATIONAL ENERGY CONSERVATION CODE 2016 NEW YORK STATE UNIFORM CODE SUPPLEMENT DESIGN PARAMETERS 1. CONTRACTORS ARE URGED TO INSPECT THE SITE BEFORE SUBMITTING A BID PROPOSAL TO ENSURE KNOWLEDGE OF PROJECT REQUIREMENTS AND SITE CONDITIONS. IF NO CLARIFICATION IS REQUESTED, IT WILL BE CONSIDERED THAT THE CONTRACTORS ARE IN FULL UNDERSTANDING OF PROJECT REQUIREMENTS. 2. PROVIDE LABOR, SUPERVISION, EQUIPMENT, MATERIALS, AND SERVICES REQUIRED FOR THE COMPLETE INSTALLATION OF THIS WORK IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE, AND LOCAL CODES, AUTHORITIES HAVING JURISDICTION, AND STANDARDS INCLUDING BUT NOT LIMITED TO THE LATEST ADOPTED VERSIONS OF ASHRAE, IBC, IPC, IFGC, NEC, NFPA, AND SMACNA. 3. NOTHING CONTAINED IN THE SPECIFICATIONS OR SHOWN ON THE DRAWINGS SHALL BE CONSTRUED TO BE IN CONFLICT WITH ANY STATE OR LOCAL CODES, ORDINANCES OR REGULATIONS. 4. THE USE OF THE WORD "PROVIDE" SHALL MEAN TO FURNISH, INSTALL AND CONNECT, READY TO USE. 5. THE USE OF THE WORD "FURNISH" SHALL MEAN TO PROCURE AND DELIVER TO THE SITE. 6. THE USE OF THE WORD "INSTALL" SHALL MEAN TO PHYSICALLY PLACE INTO SERVICE AND CONNECT, READY TO USE. 7. EQUIPMENT AND MATERIALS SHALL BE INSTALLED BY SKILLED TRADESMEN, FAMILIAR WITH THE COMPONENTS TO BE INSTALLED, AND IN ACCORDANCE WITH BEST PRACTICES OF THE INDUSTRY. 8. THESE DRAWINGS ARE DIAGRAMMATIC AND INDICATE ONLY THE GENERAL ARRANGEMENT OF PIPING, DUCTWORK, CONDUITS, EQUIPMENT, ETC. ITEMS OF WORK OR EQUIPMENT SHOWN ON THE DRAWINGS ONLY, OR CALLED FOR IN THE SPECIFICATIONS ONLY, SHALL BE FURNISHED AND INSTALLED IN THE SAME MANNER AS IF THEY APPEARED ON BOTH DRAWINGS AND THE SPECIFICATIONS. 9. BECAUSE OF THE SMALL SCALE OF THE DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, FITTINGS, AND ACCESSORIES THAT MAY BE REQUIRED. THIS CONTRACTOR SHALL CAREFULLY EXAMINE THE ARCHITECTURAL, STRUCTURAL, HEATING, VENTILATING AND AIR-CONDITIONING, ELECTRICAL, PLUMBING, AND OTHER PROJECT DOCUMENTS AS MAY BE NECESSARY FOR PROPER OPERATION OR INSTALLATION AND SHALL PROVIDE OFFSETS, FITTINGS, AND ACCESSORIES TO MEET PROJECT CONDITIONS. 10. DISCREPANCIES BETWEEN DRAWINGS OR BETWEEN DRAWINGS AND SPECIFICATIONS SHALL BE REPORTED TO PROFESSIONAL IN WRITING. OBTAIN WRITTEN INSTRUCTIONS FROM PROFESSIONAL AS TO THE MANNER IN WHICH TO PROCEED. NO DEPARTURES FROM THE PROJECT DOCUMENTS SHALL BE MADE WITHOUT PRIOR WRITTEN ACCEPTANCE BY THE PROFESSIONAL. ALL PHYSICAL ATTRIBUTES OF EQUIPMENT AND DEVICES ARE BASED ON THOSE MANUFACTURERS LISTED IN THE SPECIFICATIONS AND/OR THE EQUIPMENT SCHEDULES. THE RESPECTIVE CONTRACTORS ARE RESPONSIBLE FOR ALL CHANGES BROUGHT ABOUT BY THE USE OF ITEMS BY OTHER MANUFACTURERS IF THOSE ITEMS DO NOT MATCH THE PHYSICAL ATTRIBUTES OF THE MANUFACTURERS LISTED. 11. THE FIRE RESISTANCE RATINGS OF ALL WALLS, PARTITIONS, FLOORS, STEEL, ETC. SHALL BE MAINTAINED. THE APPLICATION OF PRODUCTS AND/OR DEVICES INTENDED TO MAINTAIN THESE RATINGS SHALL BE SUBMITTED FOR REVIEW AND INSTALLED PER MANUFACTURER'S INSTRUCTIONS. 12. IN ORDER TO AVOID DELAY IN THE PROJECT SCHEDULE, AND THE POSSIBLE INSTALLATION OF NON-SPECIFIED MATERIALS, THE CONTRACTOR IS RESPONSIBLE FOR ORDERING ALL PRODUCTS IN A TIMELY FASHION. IF A DELAY OCCURS DUE TO NEGLIGENCE ON PART OF THE CONTRACTOR, ANY FINANCIAL BURDEN ENCOUNTERED WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. 13. DIMENSIONS, CLEARANCES, AND LOCATIONS OF EQUIPMENT AND MATERIALS SHALL BE FIELD VERIFIED PRIOR TO ORDERING, PROCURING AND FURNISHING SAME. 14. NO EXTRA COMPENSATION OR CHARGES WILL BE ACCEPTED DUE TO DIFFERENCES BETWEEN THE ACTUAL MEASUREMENTS AND THOSE INDICATED ON THE PLAN. THOROUGHLY COORDINATE WORK WITH SITE CONDITIONS AND OTHER TRADES, DETERMINE EXACT ROUTE AND LOCATION OF EACH DUCT, PIPE, CONDUIT, ETC. BEFORE FABRICATION AND INSTALLATION. 15. THE CONTRACTOR SHALL PROVIDE AND INSTALL ACCESS PANELS, WHETHER INDICATED ON THE CONTRACT DOCUMENTS OR NOT, WHERE REQUIRED TO PROVIDE ACCESS TO THEIR INSTALLATIONS. ACCESS PANELS SHALL MATCH THE FIRE RESISTANCE RATING OF THE PARTITION THAT THEY ARE BEING INSTALLED. CONTRACTOR SHALL COORDINATE THE LOCATION OF ALL ACCESS PANELS WITH THE ARCHITECT AND WITH OTHER TRADES TO AVOID DUPLICATION. 16. INSTALL WORK SUBSTANTIALLY AS INDICATED. VERIFY LOCATIONS AND ELEVATIONS ON JOB SITE. DO NOT DIRECTLY SCALE DRAWINGS. MAKE NECESSARY CHANGES IN ELEVATION, FITTINGS, OR OFFSETS TO ACCOMMODATE OBSTACLES OR INTERFERENCES. 17. CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR DAMAGE TO THE BUILDING, PIPING OR EQUIPMENT THAT IS THE RESULT OF WORK FOR INSTALLATION OF THIS CONTRACT. 18. THE INSTALLING CONTRACTOR IS RESPONSIBLE FOR PATCH AND REPAIR OF ALL SURFACES TO MATCH EXISTING MATERIALS AND ADJACENT FINISHES ASSOCIATED WITH INSTALLATION/REMOVAL OF THIS WORK UNLESS SPECIFICALLY NOTED OTHERWISE. 19. WORK SHALL BE COMPLETED TO MAINTAIN ALL NECESSARY AND REQUIRED CLEARANCES, ACCESSES, AND OPENINGS, SUCH THAT FULL FUNCTIONALITY, PROPER OPERATION, AND REPAIR AND MAINTENANCE ARE ENSURED. 20. WHERE DEVICE HEIGHT OF 48" OCCURS AT POINT OF CHANGE OF FINISH, THE DEVICE SHALL BE LOWERED TO OCCUR IN ONE FINISH. 21. WHERE DEVICE OCCURS IN BRICK, TILE, OR BLOCK WALLS, THEY SHALL BE MOUNTED AT A VERTICAL MASONRY JOINT & IN THE BOTTOM HORIZONTAL JOINT, CLOSEST TO THE MOUNTING HEIGHT. 22. UNLESS OTHERWISE NOTED, ALL MOUNTING HEIGHT DIMENSIONS LISTED ARE TO THE CENTER LINE OF THE BOX OR DEVICE. 23. NOT ALL ABBREVIATIONS & SYMBOLS MAY APPLY TO THIS PROJECT. 24. ALL ELECTRICAL MATERIALS, DEVICES, APPLIANCES, AND EQUIPMENT SHALL BE LABELED AND LISTED BY A CERTIFIED TESTING LABORATORY OR AGENCY. 25. DRAWINGS REPRESENT THE SCOPE OF WORK IN GENERAL ARRANGEMENT FORM AND ARE INTENDED TO SHOW GENERAL ROUTING AND REQUIRED SIZES/CAPACITIES OF SYSTEM COMPONENTS. GENERAL NOTES AB ABOVE AD ACCESS DOOR OR AREA DRAIN ADP APPARATUS DEW POINT AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AFUE ANNUAL FUEL UTILIZATION EFFICIENCY AGA AMERICAN GAS ASSOCIATION AHJ AUTHORITY HAVING JURISDICTION AHU AIR HANDLING UNIT AMB AMBIENT AMP AMPERES ANSI AMERICAN NATIONAL STANDARDS INSTITUTE APD AIR PRESSURE DROP ASHRAE AMERICAN SOCIETY OF HEATING REFRIGERATING AND AIR-CONDITIONING ENGINEERS ASPE AMERICAN SOCIETY OF PLUMBING ENGINEERS AST ABOVE GROUND STORAGE TANK ATC AUTOMATIC TEMPERATURE CONTROL ATCC AUTOMATIC TEMPERATURE CONTROLS CONTRACTOR AVG AVERAGE AWG AMERICAN WIRE GAGE AWT AVERAGE WATER TEMPERATURE AWWA AMERICAN WATER WORKS ASSOCIATION BAS BUILDING AUTOMATION SYSTEM BD BALANCING DAMPER BF BLIND FLANGE BS BIRDSCREEN BDD BACKDRAFT DAMPER BTU BRITISH THERMAL UNIT BTUH BRITISH THERMAL UNITS PER HOUR BHP BRAKE HORSEPOWER CA COMMISSIONING AGENT OR AUTHORITY CCO CEILING CLEANOUT CFM CUBIC FEET PER MINUTE CI CAST IRON CLG CEILING CONN CONNECTION CONT CONTINUATION CONV CONVECTOR COP COEFFICIENT OF PERFORMANCE CU CONDENSING UNIT CU FT CUBIC FEET CU IN CUBIC INCH CW COLD WATER °C DEGREES CELSIUS °F DEGREES FAHRENHEIT ø DIAMETER D DRYER, APPLIANCE DB DRY BULB DBP DOMESTIC BOOSTER PUMP DF DRINKING FOUNTAIN DHRP DOMESTIC HOT WATER RETURN PUMP DIR DIRECT DN DOWN DP DOMESTIC PUMP DR DRAIN DWG DRAWING DX DIRECT EXPANSION (E)EXISTING E/A EXHAUST AIR EAT ENTERING AIR TEMPERATURE EC ELECTRICAL CONTRACTOR EER ENERGY EFFICIENCY RATIO EFF EFFICIENCY ELEV ELEVATION ESP EXTERNAL STATIC PRESSURE ETR EXISTING TO REMAIN EWC ELECTRIC WATER COOLER EWH ELECTRIC WATER HEATER EWT ENTERING WATER TEMPERATURE EXT. F&B EXTERNAL FACE & BYPASS EXP EXPANSION FA FREE AREA FAS FIRE ALARM SYSTEM FC FLEXIBLE CONNECTION FD FLOOR DRAIN OR FIRE DAMPER FLA FULL LOAD AMPERES FLR FLOOR FMS FACILITY MANAGEMENT SYSTEM FOS FUEL OIL SUPPLY FOR FUEL OIL RETURN FPC FIRE PROTECTION CONTRACTOR FPI FINS PER INCH FPM FEET PER MINUTE FPS FIRE PROTECTION SYSTEM FS FLOOR SINK FT FEET OR FOOT FT LB FOOT POUND GA GAUGE GAL GALLONS GALV GALVANIZED GC GENERAL CONTRACTOR GI GREASE INTERCEPTOR GPH GALLONS PER HOUR GPM GALLONS PER MINUTE GRD GRILLES, REGISTERS, & DIFFUSERS GWH GAS WATER HEATER MECHANICAL ABBREVIATIONS H HUMIDITY HC HEATING CONTRACTOR HD HEAD HGT HEIGHT HP HORSEPOWER HR HOUR(S) HUM HUMIDIFIER HW HOT WATER HZ HERTZ ID INSIDE DIAMETER IN WC INCHES WATER COLUMN INV INVERT IN WG INCHES WATER GAGE IW INDIRECT WASTE JS JANITORS SINK KW KILOWATT KWH KILOWATT HOUR LxWxD LENGTH x WIDTH x DEPTH LAT LEAVING AIR TEMPERATURE L LAVATORY LAV LAVATORY LF LINEAR FEET LD LINEAR DIFFUSER LBS POUNDS LRA LOCKED ROTOR AMPERES LWT LEAVING WATER TEMPERATURE M/A MIXED AIR MAX MAXIMUM MBH 1,000 BTUH MMBH 1,000,000 BTUH MC MECHANICAL CONTRACTOR MD MOTORIZED DAMPER MFR MANUFACTURER MIN MINIMUM MOD MOTOR OPERATED DAMPER MR MOP RECEPTOR MTD MOUNTED N/A NOT APPLICABLE NC NORMALLY CLOSED NIC NOT IN CONTRACT NG NATURAL GAS NO NORMALLY OPEN NP NON-POTABLE NTS NOT TO SCALE O/A OUTSIDE AIR OD OUTSIDE DIAMETER OR OVERFLOW DRAIN OED OPEN END DUCT OZ OUNCE P PUMP PC PLUMBING CONTRACTOR PD PRESSURE DROP PH PHASE PPM PARTS PER MILLION PRV PRESSURE REDUCING VALVE PSI POUNDS PER SQUARE INCH PSIG POUNDS PER SQUARE INCH GAUGE PT PRESSURE/TEMPERATURE TEST PORT PVC POLYVINYLCHLORIDE R/A RETURN AIR RD ROOF DRAIN REQ'D REQUIRED RH RELATIVE HUMIDITY RLA RUNNING LOAD AMPS RPM REVOLUTIONS PER MINUTE RX REMOVE EXISTING S SINK S/A SUPPLY AIR SATC SUSPENDED ACOUSTICAL TILE CEILING SF SQUARE FEET S/FD SMOKE/FIRE DAMPER SH SHOWER SI SOLIDS INTERCEPTOR SMACNA SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION SP STATIC PRESSURE T TEMPERATURE TBR TO BE REMOVED TCC TEMPERATURE CONTROL CONTRACTOR TD TRENCH DRAIN THA TOTAL HEAT ADDED TP TEST PORT TSP TOTAL STATIC PRESSURE TSTAT THERMOSTAT TT TEMPERATURE TRANSMITTER TYP TYPICAL UNO UNLESS NOTED OTHERWISE UST UNDERGROUND STORAGE TANK UR URINAL V VENT VAV VARIABLE AIR VOLUME VBF VENT BELOW FLOOR VRV VARIABLE REFRIGERANT VOLUME VTR VENT THROUGH ROOF W WASHER, APPLIANCE OR WASTE WB WET BULB WC WATER CLOSET WPD WATER PRESSURE DROP HVAC SYMBOL LEGEND CONNECT TO EXISTING 1 A101 REFERENCE DRAWING 1 A101 DETAIL NUMBER DIRECTION INDICATOR DISCONNECT EXISTING SUPPLY AIRFLOW RETURN/ EXHAUST AIRFLOW DETAIL DESIGNATION SECTION DESIGNATION DUCT SECTION, EXHAUST DUCT SECTION, RETURN OR RELIEF AIR DUCT SECTION, SUPPLY OR OUTDOOR AIR REFERENCE DRAWING DETAIL NUMBER SUPPLY AIR DEVICE RETURN/ EXHAUST AIR DEVICE RECTANGULAR ELBOW, MITERED WITH TURNING VANES VOLUME DAMPER MOTOR OPERATED DAMPER BACKDRAFT DAMPER FIRE DAMPER, PROVIDE ACCESS DOOR WHERE SHOWN FIRE & SMOKE DAMPER, PROVIDE ACCESS DOOR WHERE SHOWN SMOKE DAMPER, PROVIDE ACCESS DOOR WHERE SHOWN DUCT SMOKE DETECTOR DUCT MOUNTED SENSOR (SP-STATIC PRESSURE, DP-STATIC DIFFERENTIAL PRESSURE, T-TEMPERATURE) HUMIDISTAT THERMOSTAT COMBINATION THERMOSTAT/ HUMIDISTAT CO2 SENSOR OCCUPANCY SENSOR CHANGE OF DIRECTION, RISE (R), DROP (D) DUCT ACCESS DOOR FLEX DUCT DUCT TRANSITIONS, RECTANGULAR 1t T H CO OC T H R D DUCT TRANSITION, RECTANGULAR TO ROUND 24x18 DUCT, WIDTH x HEIGHT (E)24x18 EXISTING DUCT TO REMAIN, WIDTH x HEIGHT EXISTING DUCT TO BE REMOVED, WIDTH x HEIGHT24x18 DUCT, ROUND DIAMETER SIZE24ø AD VD 1. THE DEMOLITION PLANS AND NOTES HAVE BEEN PREPARED TO ASSIST THE CONTRACTORS IN IDENTIFYING THE AREAS AND ITEMS OF DEMOLITION AND RENOVATION ASSOCIATED WITH THIS PROJECT. THE INFORMATION PROVIDED IS NOT MEANT TO BE ALL-INCLUSIVE IN TERMS OF LISTING EACH AND EVERY SPECIFIC TASK TO BE PERFORMED. EACH CONTRACTOR WILL THOROUGHLY EXAMINE ALL CONTRACT DOCUMENTS PRIOR TO PERFORMING ANY WORK. 2. DEMOLITION WORK INCLUDES, BUT IS NOT LIMITED TO, THE ITEMS INDICATED ON THE DEMOLITION DRAWINGS AND DESCRIBED IN THE DEMOLITION NOTES. THE EXTENT OF THE DEMOLITION WORK WILL INCLUDE ALL WORK REQUIRED TO COMPLETE THE PROJECT AND ENSURE WHETHER OR NOT THE WORK IS INDICATED ON THE DRAWINGS. 3. EACH CONTRACTOR SHALL THOROUGHLY EXAMINE AND VERIFY ALL EXISTING CONDITIONS BEFORE PERFORMING ANY WORK AND IMMEDIATELY NOTIFY THE ARCHITECT, IN WRITING, OF ANY DISCREPANCIES WITH THE DRAWINGS. 4. ANY WORK PERFORMED AS PART OF THIS CONTRACT REQUIRING OR ALTERATION WILL BE THE RESPONSIBILITY OF THE RESPECTIVE CONTRACTOR. 5. ALL ITEMS NOTED TO BE REMOVED TO BE DISPOSED OF OFF-SITE BY RESPECTIVE CONTRACTORS, UNLESS NOTED OTHERWISE. WHERE INDICATED ON THE DRAWINGS AND/OR IN THE NOTES AS SALVAGE AND DELIVER TO OWNER. THE CONTRACTOR WILL CAREFULLY REMOVE INDICATED ITEMS AND STORE THEM WHERE DIRECTED BY THE OWNER. 6. THE OWNER HAS THE OPTION TO RETAIN POSSESSION OF ANY REMOVED MATERIALS OR EQUIPMENT. ALL SUCH ITEMS SHALL BE CAREFULLY REMOVED AND STORED AT THE SITE BY THE CONTRACTOR WHERE DIRECTED BY THE OWNER. ANY MATERIALS OR EQUIPMENT NOT RETAINED BY THE OWNER WILL BECOME THE PROPERTY OF THE CONTRACTOR AND PROMPTLY REMOVED FROM SITE. 7. ANY CONTRACTOR REMOVING OR MODIFYING MATERIAL CONTAINING ASBESTOS OR SUSPECTED OF CONTAINING ASBESTOS WILL NOTIFY THE OWNER AT ONCE AND STOP REMOVAL. IDENTIFICATION AND/OR REMOVAL OF ASBESTOS CONTAINING MATERIAL WILL BE THE RESPONSIBILITY OF THE OWNER. 8. REFER TO ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL, TECHNOLOGY AND PLUMBING DRAWINGS FOR DEMOLITION WORK BY RESPECTIVE CONTRACTORS. EACH CONTRACTOR IS RESPONSIBLE FOR ALL DEMOLITION ASSOCIATED WITH HIS CONTRACT AND SCOPE OF WORK. EACH CONTRACTOR IS RESPONSIBLE TO PATCH AND/OR REPAIR ANY AND ALL CONSTRUCTION AFFECTED BY HIS DEMOLITION. THE EXTENT OF PATCH AND REPAIR SHALL BE AS REQUIRED TO RECEIVE THE SCHEDULED NEW WORK. ALL CONTRACTORS ARE RESPONSIBLE FOR COORDINATION OF WORK WITH OTHER CONTRACTORS BEFORE PERFORMING ANY WORK. 9. ALL PATCH AND REPAIR WORK SHALL BE PERFORMED USING MATERIALS THAT MATCH THE EXISTING ADJACENT CONSTRUCTION. WHERE PATCHING EXISTING MASONRY WALLS OR INFILLING BETWEEN WALLS WITH MASONRY TO MATCH EXISTING, "TOOTH-IN" NEW MASONRY TO EXISTING. 10. EACH CONTRACTOR IS RESPONSIBLE TO PROTECT ALL EXISTING CONSTRUCTION SCHEDULED TO REMAIN. EACH CONTRACTOR IS RESPONSIBLE TO PATCH AND/OR REPAIR ANY AND ALL CONSTRUCTION AFFECTED BY THEIR DEMOLITION. EACH CONTRACTOR SHALL PATCH (SUBSTRATE AND FINISHED SURFACES) ANY EXISTING FINISHES AFFECTED BY THEIR RESPECTIVE WORK. 11. EXISTING CONDITIONS INDICATED ARE OBTAINED FROM AVAILABLE SOURCES (EXISTING DRAWINGS, FIELD SURVEYS, ETC.) AND ARE NOT GUARANTEED TO BE TRUE AND EXACT. CONTRACTOR(S) SHALL FIELD VERIFY EXISTING CONDITIONS AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE AFFECTED PORTION OF THE WORK. 12. REMOVAL IN ITS ENTIRETY INCLUDES HANGERS, ELECTRICAL, CONTROLS, ETC., TO LEAVE A LIKE NEW OR MATCHING EXISTING CONDITION. GENERAL DEMOLITION NOTES SOLENOID VALVE FLOW METER BALL VALVE REFRIGERATION -HOT GAS HASHMARK FOR PIPING BELOW SLAB DEMO (DASHED-HEAVY LINE) EXISTING (LIGHT SOLID LINE) CHILLED WATER SUPPLY CHILLED WATER RETURN HEATING WATER SUPPLY HEATING WATER RETURN STEAM WET CONDENSATE RETURN CONDENSATE DRAIN (AIR CONDITIONING) PUMPED CONDENSATE FUEL OIL SUPPLY GLYCOL CHILLED SUPPLY REFRIGERATION -HIGH PRESSURE LIQUID REFRIGERATION -HIGH PRESSURE SUCTION GLYCOL HOT WATER SUPPLY GLYCOL HOT WATER RETURN FUEL OIL RETURN CONDENSER WATER SUPPLY CONDENSER WATER RETURN GLYCOL CHILLED RETURN (E) CWS CWR HWS HWR STM WCR C PC FOS FOR CS CR GCHS GCHR GHS GHR RL RS HG BDD TEMPERATURE SENSORS D P These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR. All rights reserved. © 387 East Main Street Rochester NY 14604 585 232 8300 | rochester@swbr.com FILE PATH:SWBR Project Number Checked By: Project Manager: Drawn By: Revisions 145 Culver Road Suite 200 Rochester, NY 14620-1678 Telephone 585 427 8888 Facsimile 585 427 8914 www.erdmananthony.com1/17/2020 11:50:13 AMC:\Users\monom\Documents\Revit 2019\CorsonMudd_MEP_Central_v2019_monomCVV2R.rvt19885.00 CWC HVAC SYMBOLS, NOTES & ABBREVIATIONS AST CEV M-000 100% Construction Documents Cornell University Corson-Mudd 351/317 Lab Renovation Ithaca, NY 01/17/2020 A C D F H L 12 13 14 15 16 17 18 D D D D D D D D D DD 36x16 SA 26x12 SA 10x6 RA 10x6 RA 24x18 24x16 18x10 16x10 10x1014x127ø7ø SA7ø7ø10x1010x1016x812x6 RA16x10 24x18 RA 24x16 RA 36x18 SA 36x18 SA 24x18 RA10x6 RA 1 1 1 2 3 2 3 2 5 4 4 4" DUCT DROP 4" DUCT DROP 48x24 RG 1 2 2 1 3 CAP & SEAL 6 CAP & SEAL 6 CAP & SEAL 6 6 6 CAP & SEAL 7 7 8 4 7 PREP FOR NEW CONNECTION PREP FOR NEW CONNECTION CAP & SEAL 9 9 EA EA KEY PLAN N.T.S A D L 12 1815 AREA OF WORK AREA OF WORK VERIFY SCALE BAR IS ONE (1) INCH LONG ON ORIGINAL DRAWING: IF BAR IS NOT ONE (1) INCH LONG, ADJUST SCALE ACCORDINGLY 0 1 These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR. All rights reserved. © 387 East Main Street Rochester NY 14604 585 232 8300 | rochester@swbr.com FILE PATH:SWBR Project Number Checked By: Project Manager: Drawn By: Revisions 145 Culver Road Suite 200 Rochester, NY 14620-1678 Telephone 585 427 8888 Facsimile 585 427 8914 www.erdmananthony.com1/17/2020 11:50:14 AMC:\Users\monom\Documents\Revit 2019\CorsonMudd_MEP_Central_v2019_monomCVV2R.rvt19885.00 CWC HVAC DEMOLITION AST CEV M-101 100% Construction Documents Cornell University Corson-Mudd 351/317 Lab Renovation Ithaca, NY 01/17/2020 1/8" = 1'-0" 1 THIRD FLOOR PLAN - HVAC DEMOLITION NORTHHVAC DEMOLITION NOTES: 1.DISCONNECT AND REMOVE EXHAUST AIR GRILLES, EXHAUST AIR DUCT, DAMPERS, HANGERS, SUPPORTS AND ACCESSORIES. DISCONNECT AND REMOVE DUCT TO POINT INDICATED ON THE PLAN. FIELD VERIFY DUCT ROUTING PRIOR TO START OF DEMOLITION WORK. 2.DISCONNECT AND REMOVE SUPPLY AIR DUCT, DIFFUSERS, VAV TERMINAL UNIT, DAMPERS, HANGERS, SUPPORTS, ACCESSORIES AND ALL CONTROLS. DISCONNECT AND REMOVE DUCT TO POINT INDICATED ON THE PLAN. FIELD VERIFY EXISTING CONDITIONS PRIOR TO START OF DEMOLITION WORK. 3.DISCONNECT AND REMOVE PNEUMATIC TUBE BACK TO MAIN. DISCONNECT AND REMOVE ALL SUPPORTS HANGERS AND ACCESSORIESCAP AND SEAL AIR TIGHT. 4.DISCONNECT AND REMOVE SUPPLY AIR DROP TO EXISTING REFRIGERATOR. DISCONNECT AND REMOVE DUCT CONNECTION TO EACH REFRIGERATOR. DISCONNECT AND REMOVE ALL HANGERS, SUPPORTS, DAMPER AND ACCESSORIES. 5.DISCONNECT AND REMOVE ELECTRIC DUCT HEATER, SUPPORTS, HANGERS, AND ACCESSORIES. COORDINATE WITH OTHER TRADES FOR ELECTRICAL DISCONNECTION. 6.REBALANCE EXISTING SYSTEM TO 200 CFM. 7.DISCONNECT AND REMOVE EXISTING HOT WATER FIN TUBE CONTROL VALVE AND ACCESSORIES AT THIS LOCATION. DISCONNECT AND REMOVE PNEUMATIC TUBE BACK TO MAIN AND SEAL AIR TIGHT. 8.DISCONNECT AND REMOVE EXISTING FIN TUBE AND COVER AT THIS LOCATION. FIN TUBE TO BE RELOCATED A FEW INCHES TO ACCOMMODATE NEW WALL TREATMENT. COORDINATE FINAL FIN TUBE LOCATION WITH ARCHITECTURAL PLANS. 9.DISCONNECT THERMOSTAT CONTROLLING VAV UNIT SAVE FOR RELOCATION. FIELD VERIFY LOCATION OF THERMOSTAT CONTROLLING THIS VAV. # REF. FE FE REF.A C D F H L 12 13 14 15 16 17 18 188 SF FACULTY OFFICE 315 188 SF FACULTY OFFICE 317A 379 SF OPEN OFFICE 351 10x10 12x10 7ø 14x10 14x10 24x18 36x18 24x188ø S-1 150 8ø S-1 200 8ø S-1 200 8ø S-1 150 24x12 R-1 700 VAV-8 VAV-4 VD 24x16 10x610x6 36x16 26x12 8ø S-1 200 12x12 R-1 200 VAV-1 VAV-5 8ø S-1 200 12x12 R-1 200 24x12 R-1 500 8ø S-1 250 8ø S-1 200 12x12 R-1 200 8ø S-1 250 VAV-3 VAV-7 VAV-6 VAV-2 8ø 8ø8ø 8ø 8ø 8ø 8ø 12x1014x88ø 14x10 59 SF KITCHENETTE 317C 179 SF OPEN OFFICE 317 131 SF CONFERENCE 317B 8ø P P P P P P P P 2 2 21 CV-2 CV-4 5 4 T T CV-1 T TS TT 4 5 3 CV-3 FD FD FDFD PROVIDE NEW FD IN EXISTING DUCT KEY PLAN N.T.S A D L 12 1815 AREA OF WORK AREA OF WORK VERIFY SCALE BAR IS ONE (1) INCH LONG ON ORIGINAL DRAWING: IF BAR IS NOT ONE (1) INCH LONG, ADJUST SCALE ACCORDINGLY 0 1 These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR. All rights reserved. © 387 East Main Street Rochester NY 14604 585 232 8300 | rochester@swbr.com FILE PATH:SWBR Project Number Checked By: Project Manager: Drawn By: Revisions 145 Culver Road Suite 200 Rochester, NY 14620-1678 Telephone 585 427 8888 Facsimile 585 427 8914 www.erdmananthony.com1/17/2020 11:50:15 AMC:\Users\monom\Documents\Revit 2019\CorsonMudd_MEP_Central_v2019_monomCVV2R.rvt19885.00 CWC HVAC NEW WORK AST CEV M-102 100% Construction Documents Cornell University Corson-Mudd 351/317 Lab Renovation Ithaca, NY 01/17/2020 1/8" = 1'-0"1 THIRD FLOOR PLAN - HVAC NEW WORK NORTHKEY NOTES: 1.REINSTALL AND RECONNECT EXISTING HW FIN TUBE AND COVER. PROVIDE ALL PIPING OFFSETS TO RECONNECT FIN TUBE. COORDINATE FINAL LOCATION WITH ARCHITECTURAL PLANS. 2.PROVIDE NEW ELECTRONIC CONTROL VALVE. 3.RE-LOCATED EXISTING THERMOSTAT. 4.RE-BALANCE EXISTING DIFFUSER TO 200 CFM. 5.RE-BALANCE EXISTING EXHAUST GRILLE TO 200 CFM. # VOLUME DAMPER FLEX DUCT CONNECTION EQUALIZING GRID CEILING ROUND OR SQUARE DIFFUSER NOTES: 1. BOX SENSOR SHALL BE ORIENTED IN SAME PLANE AS ELBOW AND BE WITHIN 10' OF HORIZONTAL OR PER MANUFACTURER'S RECOMENDATION. 2. IF INDICATED STRAIGHT RUN CANNOT BE OBTAINED, A FLOW -STRAIGHTENER SHALL BE PROVIDED AT THE BOX INLET. DAMPER CONTROLLER DAMPER CONTROLLER AIR-TERMINAL BOX 3 x D D D 3 x D R = D 1.5 x D RE-HEAT COIL RE-HEAT COIL SUPPLY AIR RETURN / EXHAUST AIR BRANCH DUCT MAIN DUCT TAPERED CONNECTION 45deg ANGLE OR CONICAL CONNECTION (IF ROUND) VOLUME DAMPER 1-1/2" POCKET SLIP 20 U.S. GAGE STEEL DUCTFIRE RESISTANT RUBBER IMPREGNATED FABRIC. SHEET METAL SCREWS ON 4" CENTERS. FAN OUTLET/INLET 1" x 1/8" BAND IRON 3"-4" (10" MAX.) These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR. All rights reserved. © 387 East Main Street Rochester NY 14604 585 232 8300 | rochester@swbr.com FILE PATH:SWBR Project Number Checked By: Project Manager: Drawn By: Revisions 145 Culver Road Suite 200 Rochester, NY 14620-1678 Telephone 585 427 8888 Facsimile 585 427 8914 www.erdmananthony.com1/17/2020 11:50:15 AMC:\Users\monom\Documents\Revit 2019\CorsonMudd_MEP_Central_v2019_monomCVV2R.rvt19885.00 CWC HVAC DETAILS AST CEV M-500 100% Construction Documents Cornell University Corson-Mudd 351/317 Lab Renovation Ithaca, NY 01/17/2020 NO SCALE A CEILING DIFFUSER WITH FLEX DUCT INSTALLATION NO SCALE B AIR TERMINAL BOX CONNECTIONS NO SCALE C DUCT TAKE-OFFS NO SCALEDTYPICAL FLEXIBLE CONNECTION DETAIL VAV SUPPLY AIR TERMINAL UNITS WITH ELECTRIC REHEAT SCHEDULE UNIT TAG SERVE DESIGN CFM DESIGN MIN CFM INLET SIZE FACTORY MAX. NC MIN. INLET PRESSURE (IN WC) ELECTRIC REHEAT MANUFACTURER & MODEL NOTESMAX CFM MIN CFM EAT (°F) LAT (°F)HEATING (BTUH) HEATING (kW)VOLTAGE PHASE AMPS CONTROL VAV-1 315 FACULTY OFFICE 200 50 4 400 45 30 0.30 55 85 1,620 0.47 480 3 0.8 SCR PRICE SDV5 1,2,3,4,5,6,7,8 VAV-2 317A FACULTY OFFICE 200 50 4 400 45 30 0.30 55 85 1,620 0.47 480 3 0.8 SCR PRICE SDV5 1,2,3,4,5,6,7,8 VAV-3 317 OPEN OFFICE & 317B CONFERENCE 700 100 7 800 95 30 0.30 55 85 3,240 0.95 480 3 1.5 SCR PRICE SDV5 1,2,3,4,5,6,7,8 VAV-4 351 OPEN OFFICE 700 100 7 800 95 30 0.30 55 85 3,240 0.95 480 3 1.5 SCR PRICE SDV5 1,2,4,5,6,7,8 NOTES: 1. PROVIDE REHEAT WITH INTERLOCKING DOOR DISCONNECT SWITCH, AIRFLOW SWITCH AND 24V TRANSFORMER FOR CONTROLS. 2. DISCHARGE AIR TEMPERATURE SENSOR TO BE PROVIDED BY BACS CONTRACTOR. 3. UNIT TO BE CONTROLLED BY VACANCY SENSOR . 4. PROVIDE DIRECT DIGITAL CONTROL ARRANGEMENT. 5. LOCATE CONTROLS ENCLOSURE AS INDICATED ON PLANS, CONTROLS TO BE SUPPLIED BY THE BACS CONTRACTOR. 6. UNIT SHALL BE INSTALLED ABOVE CEILING. 7. UNIT TO BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS. 8. PROVIDE INTEGRAL AIR FLOW SENSOR. VAV EXHAUST AIR TERMINAL UNITS SCHEDULE UNIT TAG SERVE DESIGN CFM DESIGN MIN CFM INLET SIZE FACTORY MAX. NC MIN. INLET PRESSURE (IN WC) MANUFACTURER & MODEL NOTESMAX CFM MIN CFM VAV-5 315 FACULTY OFFICE 200 50 4 225 50 30 1 PRICE SDEV5 2,3,4,5 VAV-6 317A FACULTY OFFICE 200 50 4 225 50 30 1 PRICE SDEV5 2,3,4,5 VAV-7 317 OPEN OFFICE & 317B CONFERENCE 700 130 8 800 130 30 1 PRICE SDEV5 2,3,4,5 VAV-8 351 OPEN OFFICE 700 130 8 800 130 30 1 PRICE SDEV5 2,3,4,5 NOTES: 1. NOT USED 2. PROVIDE DIRECT DIGITAL CONTROL ARRANGEMENT. 3. LOCATE CONTROLS ENCLOSURE AS INDICATED ON PLANS, CONTROLS TO BE SUPPLIED BY THE BACS CONTRACTOR. 4. UNIT SHALL BE INSTALLED ABOVE CEILING. 5. UNIT TO BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS. REGISTER, GRILL & DIFFUSER SCHEDULE UNIT TAG TYPE FACE LOCATION MATERIAL FINISH USE MANUFACTURER & MODEL NOTES S-1 SQUARE SEE PLAN STEEL BY ARCH. SUPPLY PRICE SPD 1,2,3 R-1 SQUARE SEE PLAN STEEL BY ARCH. RETURN PRICE 535 1,4 NOTES: 1. SEE PLANS FOR NECK SIZE. 2. 24X24 LAY-IN, PROVIDE ADAPTER WITH PROPER NECK SIZE WHERE DUCT CONNECTIONS ARE SHOWN ON DRAWINGS. 3. VOLUME DAMPER TO BE INSTALLED ON ALL BRANCH DUCTS SERVING EACH DIFFUSER. 4. 16x16, PROVIDE BORDER/PANEL FOR LAY-IN APPLICATION. CONTROL VALVE SCHEDULE EQUIP. TAG MFG MODEL VALVE TYPE VALVE BODY TYPE LOCATION SERVICE FLUID TYPE ENT FLUID TEMP °F FLUID FLOW VALVE SIZE ΔP (PSIG) Cv CALC Cv ACTUAL BODY RATING (PSIG) ACTUATOR NOTES GPM TYPE (PNEUM OR ELEC) RANGE ON / OFF or MODULATING FAIL POSITION CV-1 BELIMO B209 2-WAY FBNP 317 OPEN OFFICE EXISTING FIN TUBE HW 180 1.0 1/2 1 0.45 0.8 600 ELEC --- MODULATING FL 2,3,5,7 CV-2 BELIMO B209 2-WAY FBNP 351 OPEN OFFICE EXISTING FIN TUBE HW 180 1.0 1/2 1 0.45 0.8 600 ELEC --- MODULATING FL 2,3,5,7 CV-3 BELIMO B209 2-WAY FBNP 351 OPEN OFFICE EXISTING FIN TUBE HW 180 1.0 1/2 1 0.45 0.8 600 ELEC --- MODULATING FL 2,3,5,7 CV-4 BELIMO B209 2-WAY FBNP 351 OPEN OFFICE EXISTING FIN TUBE HW 180 1.0 1/2 1 0.45 0.8 600 ELEC --- MODULATING FL 2,3,5,7 NOTES: 1. FLANGES SIZES SHALL BE BASED ON MAX. PRESSURES 2. ADJUSTMENTS TO CALCULATED CV'S PER VENDOR INPUT 3. CONTRACTOR TO VERIFY VALVE SIZE PRIOR TO ORDERING 4. CS = CARBON STEEL 5. FBNP = FORGED BRASS, NICKEL PLATED 6. NC SR = NORMALLY CLOSED, SPRING RETURN 7. NO SR = NORMALLY OPEN, SPRING RETURN 8. FL = FAIL LAST These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR. All rights reserved. © 387 East Main Street Rochester NY 14604 585 232 8300 | rochester@swbr.com FILE PATH:SWBR Project Number Checked By: Project Manager: Drawn By: Revisions 145 Culver Road Suite 200 Rochester, NY 14620-1678 Telephone 585 427 8888 Facsimile 585 427 8914 www.erdmananthony.com1/17/2020 11:50:15 AMC:\Users\monom\Documents\Revit 2019\CorsonMudd_MEP_Central_v2019_monomCVV2R.rvt19885.00 CWC HVAC SCHEDULES AST CEV M-600 100% Construction Documents Cornell University Corson-Mudd 351/317 Lab Renovation Ithaca, NY 01/17/2020 BACS CONTROL SYMBOL LEGEND ANALOG INPUT ANALOG OUTPUT BINARY INPUT BINARY OUTPUT ANALOG VALUE BINARY VALUE VARIABLE FREQUENCY DRIVE NORMALLY CLOSED NORMALLY OPEN FAIL LAST POSITION TS BINARY POINT F COM ANALOG POINT SYMBOL AI AO BI BO AV BV VFD N.C. N.O. F.L.P. NAME TEMPERATURE SENSOR FLOW SENSOR NETWORK COMMUNICATION INTERFACE POINT, BACnet MSTP MOD MODULATING DEVICE TSA D ROOM TEMPERATURE SENSOR W/ SETPOINT ADJUSTMENT & VISUAL DISPLAY SYMBOL NAME OC OCCUPANCY SENSOR VO PUSH-BUTTON EMERGENCY VENTILATION OVERRIDE VS VACANCY SENSOR T TEMPERATURE SENSOR W/ SETPOINT ADJUSTMENT & VISUAL DISPLAY SA D COMBINATION TEMPERATUR AND RELATIVE HUMIDITY (RNET) SENSOR RH RELATIVE HUMIDITY SENSOR GENERAL NOTE: 1. RH TRENDED AND SHOWN AS GRAPHIS 2. RH SENSOR USED TO SALCULATE DEW POINT IN BMS DEVICE INTERCONNECTION WIRING AO ANALOG OUTPUT -DEVICE INTERCONNECTION WIRING These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR. All rights reserved. © 387 East Main Street Rochester NY 14604 585 232 8300 | rochester@swbr.com FILE PATH:SWBR Project Number Checked By: Project Manager: Drawn By: Revisions 145 Culver Road Suite 200 Rochester, NY 14620-1678 Telephone 585 427 8888 Facsimile 585 427 8914 www.erdmananthony.com1/17/2020 11:50:16 AMC:\Users\monom\Documents\Revit 2019\CorsonMudd_MEP_Central_v2019_monomCVV2R.rvt19885.00 CWC BMS CONTROLS LEGEND AND NOTES AST CWC MC-000 100% Construction Documents Cornell University Corson-Mudd 351/317 Lab Renovation Ithaca, NY 01/17/2020 VS BI VS BI VS BI FACULTY OFFICE [RM. 315] AI T ELECTRIC REHEATMOD AO AO MOD AO VAV-3 VAV-7 AI T ELECTRIC REHEATMOD AO AO VAV-2 AI T ELECTRIC REHEATMOD AO AO VAV-1 MOD AO VAV-6 MOD AO VAV-5 ROOM SEQUENCE OF OPERATION SYSTEM DESCRIPTION: 1. VARIABLE AIR VOLUME SUPPLY BOX 2. VARIABLE AIR VOLUME EXHAUST BOX 3. DUCT MOUNTED REHEAT COIL GENERAL: 1. SYSTEM SHALL BE CONTROLLED THROUGH THE BUILDING AUTOMATION AND CONTROL SYSTEM (BACS). 2. ALL SETPOINTS SHALL BE ADJUSTABLE. 3. THE BACS SHALL BE CAPABLE OF STARTING AND STOPPING THE SYSTEM FOR SEVEN DIFFERENT DAILY SCHEDULES PER WEEK. 4. THE BACS SHALL BE CAPABLE OF RETAINING ITS PROGRAMMING AND TIME SETTING DURING A LOSS OF POWER FOR AT LEAST TEN HOURS. SETPOINTS: SPACE COOLING TEMPERATURE SETPOINTS: OCCUPIED:75 ⁰F +/-1.5 ⁰F OCCUPIED SETBACK:75 ⁰F + 3 ⁰F UNOCCUPIED:75 ⁰F +6 ⁰F SPACE HEATING TEMPERATURE SETPOINTS: OCCUPIED:70 ⁰F +/-1.5 ⁰F OCCUPIED SETBACK:70 ⁰F -3 ⁰F UNOCCUPIED:70 ⁰F -6 ⁰F SPACE HIGH LIMIT TEMPERATURE: 85 ⁰F SPACE LOW LIMIT TEMPERATURE: 60 ⁰F ZONE OCCUPANCY SCHEDULE: 6 AM TO 8 PM, MON-FRI SUPPLY AIRFLOW RATE (CFM): REFERENCE FLOOR PLANS EXHAUST AIRFLOW RATE (CFM): REFERENCE FLOOR PLANS ZONE OCCUPANCY SHALL BE DETERMINED BASED ON A COMBINATION OF A TIME OF DAY SCHEDULE AND A SPACE VACANCY SENSOR. DURING THE SCHEDULED OCCUPANCY PERIOD, THE ZONE SHALL BE INITIALLY INDEXED TO OCCUPIED AND OPERATE FOR A MINIMUM OF 30 MINUTES, AT WHICH TIME THE SPACE VACANCY SENSOR SHALL INDEX THE SPACE BETWEEN OCCUPIED AND OCCUPIED SETBACK MODE. IF THE SPACE BECOMES OCCUPIED DURING THE SCHEDULED UNOCCUPIED PERIOD, AS DETERMINED VIA THE VACANCY SENSOR, THE ZONE SHALL BE INDEXED TO OCCUPIED FOR THE DURATION OF OCCUPANCY. THE ZONE SHALL INDEX BACK TO UNOCCUPIED WHEN OCCUPANCY IS NOT SENSED FOR A PERIOD OF 30 MINUTES. FOR ZONES WITH MULTIPLE VACANCY SENSORS, ZONE VACANCY SHALL BE BASED ON OCCUPANCY INPUTS FROM ANY OF THE SPACE VACANCY SENSORS ASSOCIATED WITH THAT ZONE. FOR SPACES WITH MULTIPLE TEMPERATURE SENSORS, THE AVERAGE OF THE TEMPERATURE READINGS SHALL APPLY WHEN THERE IS A CALL FOR HEATING OR COOLING. ZONE TEMPERATURE CONTROL: TEMPERATURE SETPOINTS SHALL BE DETERMINED BASED ON A COMBINATION OF PROGRAMMED SCHEDULE AND A SPACE VACANCY SENSOR. OCCUPIED HEATING: SHOULD THE SPACE TEMPERATURE FALL BELOW SETPOINT, THE OCCUPIED HEATING SETPOINT SHALL BE MAINTAINED BY FIRST MODULATING THE PERIMETER HEATING CONTROL VALVE AND THEN MODULATING THE ELECTRIC RE-HEAT COIL SCR CONTROLLER ONCE THE PERIMETER VALVE REACHES 100% OPEN. THIS SHALL BE ACCOMPLISHED BY SPLIT-RANGING THE PERIMETER AND RE-HEAT CONTROL IN THE SOFTWARE WITHIN THE BMS CONTROLLER SUCH THAT THE RE-HEAT CONTROLLER DOES NOT TURN ON UNTIL THE PERIMETER VALVE REACHES 100% OPEN. OCCUPIED COOLING: IF THE SPACE IS OCCUPIED DURING THE SCHEDULED OCCUPIED PERIOD, AND THE TEMPERATURE RISES ABOVE THE OCCUPIED COOLING TEMPERATURE SETPOINT, THE VAV DAMPER SHALL OPEN ABOVE MINIMUM POSITION TO MAINTAIN THE OCCUPIED COOLING TEMPERATURE SETPOINT. OCCUPIED SETBACK: IF THE SPACE IS UNOCCUPIED DURING THE SCHEDULED OCCUPIED PERIOD, THE ABOVE OCCUPIED HEATING/COOLING SEQUENCES SHALL APPLY. THE SPACE SHALL BE MAINTAINED AT THE OCCUPIED SETBACK TEMPERATURE SETPOINTS. UNOCCUPIED HEATING: IF THE SPACE IS UNOCCUPIED DURING THE SCHEDULED UNOCCUPIED PERIOD AND THE ZONE TEMPERATURE FALLS BELOW THE UNOCCUPIED HEATING TEMPERATURE SETPOINT, THE PERIMETER HEATING SHALL MODULATE AS NEEDED TO MAINTAIN THE UNOCCUPIED SETPOINT. UNOCCUPIED COOLING: IF THE SPACE IS UNOCCUPIED DURING THE SCHEDULED UNOCCUPIED PERIOD AND THE ZONE TEMPERATURE RISES ABOVE THE UNOCCUPIED COOLING TEMPERATURE SETPOINT, THE VAV DAMPER SHALL MODULATE OPEN ABOVE THE MINIMUM POSITION TO MAINTAIN THE UNOCCUPIED COOLING TEMPERATURE SETPOINT. IF THE SPACE BECOMES OCCUPIED DURING THE SCHEDULED UNOCCUPIED PERIOD, AS DETERMINED VIA THE VACANCY SENSOR, THE ZONE SHALL BE INDEXED TO OCCUPIED MODE FOR THE DURATION OF OCCUPANCY. THE ZONE SHALL INDEX BACK TO UNOCCUPIED WHEN OCCUPANCY IS NOT SENSED FOR A PERIOD OF 30 MINUTES. THE ELECTRIC REHEAT SHALL NOT OPERATE IF THE VAV AIR FLOW FALLS BELOW A MINIMUM LEVEL (ADJ). EXHAUST AIR VAV BOX CONTROL: THE EXHAUST AIR VAV SHALL MODULATE AS NEEDED TO MAINTAIN THE SUPPLY AIRFLOW RATE PLUS THE SPECIFIC AIRFLOW DIFFERENTIAL, WHICH SHALL BE DETERMINED DURING AIR BALANCING IN ORDER TO MEET THE ROOM AIRFLOW BALANCE AS INDICATED ON THE MECHANICAL SCHEDULE. T AV SETPOINTSA D AI T AV SETPOINT SA D AI T AV SETPOINT SA D AI FACULTY OFFICE [RM. 317A] OPEN OFFICE [RM. 317] VS BI AI T ELECTRIC REHEATMOD AO AO MOD AO VAV-4 VAV-8 T AV SETPOINT SA D AI COMBO SENSOR (RNET) OPEN OFFICE [RM. 351] AO EXISTING FIN TUBE AO EXISTING FIN TUBE AO EXISTING FIN TUBE AO EXISTING FIN TUBE VS TS AO EXISTING FIN TUBE CONFERENCE [RM. 317B] NOTE 3 NOTE 3 NOTE 3 NOTE 3 NOTE 2 NOTE 1 DETAIL NOTES: 1.WHERE MULTIPLE SENSORS ARE SPECIFIED WITHIN EACH ZONE, THE AVERAGE OF TEMPERATURE SHALL BE COMPUTED AND USED AS THE CONTROLLED VARIABLE, THE WORST CASE SETPOINT (E.G. HIGHEST SETTING DURING COOL) SHALL BE APPLIED. 2.WHERE MULTIPLE SENSORS ARE SPECIFIED THE SENSORS SHALL BE WIRED IN PARRALLEL INTO ONE DIGITAL INPUT POINT. 3.CONTROL VALVE PIPING AND RADIATOR ARE EXISTING. REPLACE CONTROL VALVE WITH ELECTRIC MODULATING TYPE AND REWIRE TO NEW BAS CONTROLLER. DAMPER CONTROL BI AI AI DAMPER POSITION FEEDBACK AIR FLOW FEEDBACK ALARM BI AI AI DAMPER POSITION FEEDBACK AIR FLOW FEEDBACK ALARM BI AI AI DAMPER POSITION FEEDBACK AIR FLOW FEEDBACK ALARM BI AI AI DAMPER POSITION FEEDBACK AIR FLOW FEEDBACK ALARM BI AI AI DAMPER POSITION FEEDBACK AIR FLOW FEEDBACK ALARM BI AI AI DAMPER POSITION FEEDBACK AIR FLOW FEEDBACK ALARM BI AI AI DAMPER POSITION FEEDBACK AIR FLOW FEEDBACK ALARM BI AI AI DAMPER POSITION FEEDBACK AIR FLOW FEEDBACK ALARM COMBO SENSOR (RNET) COMBO SENSOR (RNET) COMBO SENSOR (RNET) AI NOTE 3 KEY PLAN N.T.S A D L 12 1815 AREA OF WORK AREA OF WORK These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR. All rights reserved. © 387 East Main Street Rochester NY 14604 585 232 8300 | rochester@swbr.com FILE PATH:SWBR Project Number Checked By: Project Manager: Drawn By: Revisions 145 Culver Road Suite 200 Rochester, NY 14620-1678 Telephone 585 427 8888 Facsimile 585 427 8914 www.erdmananthony.com1/17/2020 11:50:16 AMC:\Users\monom\Documents\Revit 2019\CorsonMudd_MEP_Central_v2019_monomCVV2R.rvt19885.00 CWC CONTROLS SCHEMATICS AST CWC MC-101 100% Construction Documents Cornell University Corson-Mudd 351/317 Lab Renovation Ithaca, NY 01/17/2020 CONTROL POINTS LIST SPACE CONTROL POINT HARDWIRE POINTS SOFTWARE POINTS SHOWN ON GRAPHIC NOTESBI BO AI AO AV BV SCH TREND ALARM BACS EMCS DESCRIPTION FACULTY OFFICE [RM. 315] SUPPLY AIR VAV BOX DAMPER POSITION COMMAND X X X SUPPLY AIR VAV BOX AIRFLOW FEEDBACK (CFM)X X X X 10% FLOW DEVIATION FROM SETPOINT X BACnet MSTP NETWORK POINT SUPPLY AIR VAV BOX AIRFLOW SETPOINT (CFM)X X X BACnet MSTP NETWORK POINT SUPPLY AIR VAV BOX POSITION FEEDBACK (%)X X X X VALVE COMMAND ≠ FEEDBACK X BACnet MSTP NETWORK POINT SUPPLY VAV ALARM X X X HIGH DIGITAL STATE X RE-HEAT COIL COMMAND (%)X X X 5°F DT ACROSS COIL WITH ELEC. REHEAT COMMANDED OFF X FAIL LAST RE-HEAT COIL LEAVING AIR TEMPERATURE X X X SINGLE POINT SENSOR RE-HEAT COIL LEAVING AIR TEMPERATURE HIGH LIMIT X +80 DegF X GENERAL EXHAUST AIR VALVE POSITION COMMAND (CFM)X X X GENERAL EXHUAST AIR VAV BOX AIRFLOW FEEDBACK (CFM)X X X X 10% FLOW DEVIATION FROM SETPOINT X BACnet MSTP NETWORK POINT GENERAL EXHUAST AIR VAV BOX AIRFLOW SETPOINT (CFM)X X X BACnet MSTP NETWORK POINT GENERAL EXHUAST AIR VAV BOX POSITION FEEDBACK (%)X X X X VALVE COMMAND ≠ FEEDBACK X BACnet MSTP NETWORK POINT EXHAUST VAV ALARM X X X HIGH DIGITAL STATE X FLOW OFFSET SETPOINT (CFM)X X FLOW OFFSET ACTUAL (CFM)X X +- 20% CFM X SPACE SETPOINT ADJUSTMENT (RNET)X X SPACE TEMPERATURE (RNET)X X X =+/-4°F FROM SETPOINT X SPACE VACANCY/ OCCUPANCY, MINIMUM OCCUPANCY SETPOINT X X SPACE VACANCY/ OCCUPANCY X X X BASEBOARD RADIATOR CONTROL VALVE POSITION COMMAND X X FAIL LAST FACULTY OFFICE [RM. 317A] SUPPLY AIR VAV BOX DAMPER POSITION COMMAND X X X SUPPLY AIR VAV BOX AIRFLOW FEEDBACK (CFM)X X X X 10% FLOW DEVIATION FROM SETPOINT X BACnet MSTP NETWORK POINT SUPPLY AIR VAV BOX AIRFLOW SETPOINT (CFM)X X X BACnet MSTP NETWORK POINT SUPPLY AIR VAV BOX POSITION FEEDBACK (%)X X X X VALVE COMMAND ≠ FEEDBACK X BACnet MSTP NETWORK POINT SUPPLY VAV ALARM X X X HIGH DIGITAL STATE X RE-HEAT COIL COMMAND (%)X X X 5°F DT ACROSS COIL WITH ELEC. REHEAT COMMANDED OFF X FAIL LAST RE-HEAT COIL LEAVING AIR TEMPERATURE X X X SINGLE POINT SENSOR RE-HEAT COIL LEAVING AIR TEMPERATURE HIGH LIMIT X +80 DegF X GENERAL EXHAUST AIR VALVE POSITION COMMAND (CFM)X X X GENERAL EXHUAST AIR VAV BOX AIRFLOW FEEDBACK (CFM)X X X X 10% FLOW DEVIATION FROM SETPOINT X BACnet MSTP NETWORK POINT GENERAL EXHUAST AIR VAV BOX AIRFLOW SETPOINT (CFM)X X X BACnet MSTP NETWORK POINT GENERAL EXHUAST AIR VAV BOX POSITION FEEDBACK (%)X X X X VALVE COMMAND ≠ FEEDBACK X BACnet MSTP NETWORK POINT EXHAUST VAV ALARM X X X HIGH DIGITAL STATE X FLOW OFFSET SETPOINT (CFM)X X FLOW OFFSET ACTUAL (CFM)X X +- 20% CFM X SPACE SETPOINT ADJUSTMENT (RNET)X X SPACE TEMPERATURE (RNET)X X X =+/-4°F FROM SETPOINT X SPACE VACANCY/ OCCUPANCY, MINIMUM OCCUPANCY SETPOINT X X SPACE VACANCY/ OCCUPANCY X X X BASEBOARD RADIATOR CONTROL VALVE POSITION COMMAND X X FAIL LAST OPEN OFFICE & CONFERENCE [RM. 317 & 317B] SUPPLY AIR VAV BOX DAMPER POSITION COMMAND X X X SUPPLY AIR VAV BOX AIRFLOW FEEDBACK (CFM)X X X X 10% FLOW DEVIATION FROM SETPOINT X BACnet MSTP NETWORK POINT SUPPLY AIR VAV BOX AIRFLOW SETPOINT (CFM)X X X BACnet MSTP NETWORK POINT SUPPLY AIR VAV BOX POSITION FEEDBACK (%)X X X X VALVE COMMAND ≠ FEEDBACK X BACnet MSTP NETWORK POINT SUPPLY VAV ALARM X X X HIGH DIGITAL STATE X RE-HEAT COIL COMMAND (%)X X X 5°F DT ACROSS COIL WITH ELEC. REHEAT COMMANDED OFF X FAIL LAST RE-HEAT COIL LEAVING AIR TEMPERATURE X X X SINGLE POINT SENSOR RE-HEAT COIL LEAVING AIR TEMPERATURE HIGH LIMIT X +80 DegF X GENERAL EXHAUST AIR VALVE POSITION COMMAND (CFM)X X X GENERAL EXHUAST AIR VAV BOX AIRFLOW FEEDBACK (CFM)X X X X 10% FLOW DEVIATION FROM SETPOINT X BACnet MSTP NETWORK POINT GENERAL EXHUAST AIR VAV BOX AIRFLOW SETPOINT (CFM)X X X BACnet MSTP NETWORK POINT GENERAL EXHUAST AIR VAV BOX POSITION FEEDBACK (%)X X X X VALVE COMMAND ≠ FEEDBACK X BACnet MSTP NETWORK POINT EXHAUST VAV ALARM X X X HIGH DIGITAL STATE X FLOW OFFSET SETPOINT (CFM)X X FLOW OFFSET ACTUAL (CFM)X X +- 20% CFM X SPACE SETPOINT ADJUSTMENT (RNET)X X SPACE TEMPERATURE [RM 317] (RNET)X X X =+/-4°F FROM SETPOINT X SPACE TEMPERATURE [RM 317B] (RNET)X X X SEE NOTE 1 DRAWING MC-101 X SPACE VACANCY/ OCCUPANCY, MINIMUM OCCUPANCY SETPOINT X X SPACE VACANCY/ OCCUPANCY X X X BASEBOARD RADIATOR CONTROL VALVE POSITION COMMAND (317)X FAIL LAST BASEBOARD RADIATOR CONTROL VALVE POSITION COMMAND (317B)X X FAIL LAST OPEN OFFICE [RM. 351] SUPPLY AIR VAV BOX DAMPER POSITION COMMAND X X X SUPPLY AIR VAV BOX AIRFLOW FEEDBACK (CFM)X X X X 10% FLOW DEVIATION FROM SETPOINT X BACnet MSTP NETWORK POINT SUPPLY AIR VAV BOX AIRFLOW SETPOINT (CFM)X X X BACnet MSTP NETWORK POINT SUPPLY AIR VAV BOX POSITION FEEDBACK (%)X X X X VALVE COMMAND ≠ FEEDBACK X BACnet MSTP NETWORK POINT SUPPLY VAV ALARM X X X HIGH DIGITAL STATE X RE-HEAT COIL COMMAND (%)X X X 5°F DT ACROSS COIL WITH ELEC. REHEAT COMMANDED OFF X FAIL LAST RE-HEAT COIL LEAVING AIR TEMPERATURE X X X SINGLE POINT SENSOR RE-HEAT COIL LEAVING AIR TEMPERATURE HIGH LIMIT X +80 DegF X GENERAL EXHAUST AIR VALVE POSITION COMMAND (CFM)X X X GENERAL EXHUAST AIR VAV BOX AIRFLOW FEEDBACK (CFM)X X X X 10% FLOW DEVIATION FROM SETPOINT X BACnet MSTP NETWORK POINT GENERAL EXHUAST AIR VAV BOX AIRFLOW SETPOINT (CFM)X X X BACnet MSTP NETWORK POINT GENERAL EXHUAST AIR VAV BOX POSITION FEEDBACK (%)X X X X VALVE COMMAND ≠ FEEDBACK X BACnet MSTP NETWORK POINT EXHAUST VAV ALARM X X X HIGH DIGITAL STATE X FLOW OFFSET SETPOINT (CFM)X X FLOW OFFSET ACTUAL (CFM)X X +- 20% CFM X SPACE SETPOINT ADJUSTMENT (RNET)X X SPACE TEMPERATURE (RNET)X X X =+/-4°F FROM SETPOINT X SPACE VACANCY/ OCCUPANCY, MINIMUM OCCUPANCY SETPOINT X X SPACE VACANCY/ OCCUPANCY X X X BASEBOARD RADIATOR CONTROL VALVE POSITION COMMAND X X FAIL LAST KEY PLAN N.T.S A D L 12 1815 AREA OF WORK AREA OF WORK These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR. All rights reserved. © 387 East Main Street Rochester NY 14604 585 232 8300 | rochester@swbr.com FILE PATH:SWBR Project Number Checked By: Project Manager: Drawn By: Revisions 145 Culver Road Suite 200 Rochester, NY 14620-1678 Telephone 585 427 8888 Facsimile 585 427 8914 www.erdmananthony.com1/17/2020 11:50:16 AMC:\Users\monom\Documents\Revit 2019\CorsonMudd_MEP_Central_v2019_monomCVV2R.rvt19885.00 CWC CONTROLS POINTS LIST AST CWC MC-102 100% Construction Documents Cornell University Corson-Mudd 351/317 Lab Renovation Ithaca, NY 01/17/2020 DISTRIBUTION T DISTRIBUTION TRANSFORMER, REFER TO ONE LINE DIAGRAM 480V FLUSH MOUNTED PANELBOARD 480V SURFACE MOUNTED PANELBOARD 208V FLUSH MOUNTED PANELBOARD 208V SURFACE MOUNTED PANELBOARD SURFACE MOUNTED CONTROL PANEL FLUSH MOUNTED CONTROL PANEL HOMERUN TO PANELBOARD -SHORT LINE(S) = HOT CONDUCTOR(S); LONG LINE = NEUTRAL CONDUCTOR; LINE WITH DOT = GROUND EQUIPMENT ON SAME CIRCUIT, BUT SEPARATELY CONTROLLED MANUAL PULL STATION -42" AFF TO CENTER OF HANDLE FIRE ALARM AUDIBLE NOTIFICATION DEVICE -MOUNTING HEIGHT PER NFPA 72 HEAT DETECTOR, COMBINATION UOI, NUMBER INDICATES TEMPERATURE RATING SMOKE DETECTOR, PHOTOELECTRIC TYPE (D -DUCT MOUNTED, I -IONIZATION TYPE, A -UNIT WITH AUXILIARY CONTACT) AUDIBLE/VISIBLE NOTIFICATION DEVICE -MOUNTING HEIGHT PER NFPA 72, NUMBER INDICATES CANDELA RATING VISIBLE NOTIFICATION DEVICE -MOUNTING HEIGHT PER NFPA 72, NUMBER INDICATES CANDELA RATING P Ƨ ADDRESSABLE CONTROL MODULEACM AM ADDRESSABLE INTERFACE MODULE TS TAMPER SWITCH CONNECTION FS FLOW SWITCH CONNECTION RTS REMOTE TEST STATION ELECTRIC GONG -CONNECT TO 120VAC CIRCUIT AND FIRE ALARM SYSTEM DP DIFFERENTIAL PRESSURE SWITCH FACP FAAP FIRE ALARM CONTROL PANEL -6' AFF TO TOP OF BOX FIRE ALARM ANNUNCIATOR PANEL -6' AFF TO TOP OF BOX K CITY KEY BOX DH MAGNETIC DOOR HOLDER 15 15 DAYLIGHT SENSOR SWITCHES PASSIVE INFRARED VACANCY SENSOR -CEILING MOUNTED SWITCH PACK SINGLE POLE WALL SWITCH, LOWER CASE LETTER INDICATES SWITCHING ARRANGEMENT SWITCH DESIGNATIONS: 3 -THREE WAY 4 -FOUR WAY D -DIMMER K -KEYED L -LOW VOLTAGE MC -MOMENTARY CONTACT MT -MANUAL TIMER O -OCCUPANCY SENSOR O2 -OCCUPANCY SENSOR, DUAL CIRCUIT TYPE OB -OCCUPANCY SENSOR, SINGLE CIRCUIT WITH AUXILIARY CONTACT FOR BMS INPUT P -PILOT LIGHT T -DIGITAL TIMER DS SP CS V PC PHOTOCELL WS DH DAYLIGHT HARVESTING CONTROLLER ER RC CS CS NOTE: WALL MOUNTED SWITCHES SHALL BE 46" AFF TO CENTER OF DEVICE. U PASSIVE INFRARED OCCUPANCY SENSOR -CEILING MOUNTED ULTRASONIC OCCUPANCY SENSOR -CEILING MOUNTED CS XB OCCUPANCY SENSOR WITH AUXILIARY CONTACT FOR BMS INPUT - CEILING MOUNTED (X = SENSOR TECHNOLOGY) OCCUPANCY SENSOR -WALL MOUNTED (SAME SUBSCRIPTS AS CEILING MOUNTED) EMERGENCY LIGHTING CONTROL UNIT DIGITAL ROOM CONTROLLER RELAY (X = QUANTITY OF RELAYS) X EQUIPMENT DISCONNECT SWITCH, VOLTAGE RATING TO MATCH CIRCUIT, NUMBER INDICATES AMPERE RATING FUSED DISCONNECT SWITCH, VOLTAGE RATING TO MATCH CIRCUIT, NUMBERS INDICATE DISCONNECT/FUSE AMPERE RATING MAGNETIC MOTOR STARTER, NUMBER INDICATES NEMA SIZE COMBINATION DISCONNECT MAGNETIC MOTOR STARTER, NUMBERS INDICATE DISCONNECT AMPERE/NEMA SIZE RATING MANUAL MOTOR STARTER EQUIPMENT CONNECTION M M METER R ENCLOSED RELAY ST SHUNT TRIP VFD VARIABLE FREQUENCY DRIVE 30 30/15 00 30/1 J J JUNCTION BOX -WALL OR CEILING B BLANK OUTLET JUNCTION BOX -RECESSED IN FLOOR PB PULL BOX 2 2-POLE TOGGLE SWITCH SPD SURGE PROTECTIVE DEVICE CB ENCLOSED CIRCUIT BREAKER, NUMBER INDICATES AMPERE RATING 30 CONTACTORC CR CORD REEL PS POWER SUPPLY PUSH BUTTON MUSHROOM SWITCH E EMERGENCY POWER OFF BUTTON -(EPO) WIRELESS ACCESS POINT, CEILING MOUNTED (POWER OVER ETHERNET) TECHNOLOGY DATA OUTLET -WALL MOUNTED -FLUSH DEVICE DESIGNATIONS: C -MOUNT 6" ABOVE COUNTER TOP F -FLOOR MOUNTED H -MOUNT HORIZONTALLY 6" ABOVE COUNTER TOP W -WALL MOUNTED, 48" AFF TO CENTER # -NUMBER OF JACKS VOICE OUTLET -WALL MOUNTED -FLUSH W DATA OUTLET, CEILING MOUNTED NOTE: WALL MOUNTED DEVICES SHALL BE 18" AFF TO CENTER OF BOX, UNO S CEILING MOUNTED SPEAKER S WALL MOUNTED SPEAKER TV CATV / TV MONITOR OUTLET -WALL MOUNTED -FLUSH C WALL MOUNTED CLOCK VC VOLUME CONTROL TC ELECTRONIC TIME CLOCK IC INTERCOM STATION # # FLOOR BOX -SUBSCRIPT INDICATES TYPE -(SEE SPECIFICATIONS) RECEPTACLES FLOOR POKE-THRU -SUBSCRIPT INDICATES TYPE -(SEE SPECIFICATIONS)P WHIP BOX -SUBSCRIPT INDICATES TYPE -(SEE SPECIFICATIONS) DUPLEX RECEPTACLE -NEMA 5-20R -WALL MOUNTED -FLUSH SYMBOL DESIGNATIONS: AC -MOUNT 6" ABOVE SINK OR COUNTERTOP F -FLOOR MOUNTED GFI -GROUND FAULT INTERRUPTER UC -MOUNT BELOW COUNTERTOP, 18" AFF TO CENTER OF BOX, UNO IG -ISOLATED GROUND Q -QUAD SP -SURGE PROTECTED TP -TAMPER PROOF USB -USB CHARGER W -WHIP WP -GROUND FAULT INTERRUPTER WITH WEATHERPROOF WHILE-IN-USE COVER # -CIRCUIT NUMBER DOUBLE DUPLEX RECEPTACLE -NEMA 5-20R -WALL MOUNTED -FLUSH SPECIAL PURPOSE RECEPTACLE -SUBSCRIPT INDICATES NEMA TYPE WB FB DOUBLE DUPLEX RECEPTACLE -NEMA 5-20R -CEILING MOUNTED DUPLEX RECEPTACLE -NEMA 5-20R -CEILING MOUNTED SIMPLEX RECEPTACLE -NEMA 5-20R -WALL MOUNTED -FLUSH X X X X NOTE: WALL MOUNTED DEVICES SHALL BE 18" AFF TO CENTER OF BOX, UNO AMPERE ABANDON ALTERNATING CURRENT ABOVE FINISHED FLOOR ABOVE FINISHED GRADE AMPERES INTERRUPTING CURRENT AUTOMATIC TRANSFER SWITCH AMERICAN WIRE GAUGE BELOW FINISHED FLOOR BELOW FINISHED GRADE BASIC IMPULSE LEVEL BUILDING CONDUIT CIRCUIT BREAKER CLOSED CIRCUIT TELEVISION CIRCUIT CEILING CONCRETE CONNECTION CONTROL PANEL CURRENT TRANSFORMER COPPER DIRECT CURRENT DETAIL DIAMETER DISCONNECT DOWN DRAWING ELECTRIC, ELECTRICAL ELECTRICAL CONTRACTOR ELEVATION EMERGENCY EQUIPMENT EXISTING TO REMAIN EXISTING EXHAUST EXTERNAL FIRE ALARM FIRE ALARM ANNUNCIATOR PANEL FIRE ALARM CONTROL PANEL FURNISHED BY OTHERS FAN COIL UNIT FULL LOAD AMPERES FLEXIBLE FLOOR FINISHED FEET FUSE GAUGE GALVANIZED GENERAL CONTRACTOR GENERATOR GROUND FAULT INTERRUPTER GRADE GROUND HORSEPOWER HERTZ INTERRUPTING JUNCTION BOX KILO AMPERE THOUSAND CIRCULAR MILS KILOVOLT KILOVOLT AMPERES KILOVOLT AMPERES REACTIVE KILOWATT KILOWATT HOUR ABBREVIATIONS LA L-N LED MAX MCB MCC MDP MH MIN MLO MOV MOD MVA NC NE NEC NEMA NIC NO NTS OC OL OH P PC PF PFFB PH, Ø PNL PT PVC REQ'D RGS RLA RES RMC RMS RPM RX SA SEC SMR SYM T TEMP TC TRANS TYP UG UH UNO V VAC VM VP W WG W/ W/O WP WT XFMR A, AMP ABN AC AFF AFG AIC ATS AWG BFF BFG BIL BLDG C CB CCTV CKT CLG CONC CONN CP CT CU DC DET DIA, Ø DISC DN DWG E, (E) EC ELEV EM, EMER EQUIP ETR EX, EXIST EXH EXT FA FAAP FACP FBO FCU FLA FLEX FLR FIN FT FU GA GALV GC GEN GFI GR GRD HP HZ INT JB KA KCMIL KV KVA KVAR KW KWH LIGHTNING ARRESTOR LINE TO NEUTRAL LIGHT EMITTING DIODE MAXIMUM MAIN CIRCUIT BREAKER MOTOR CONTROL CENTER MAIN DISTRIBUTION PANEL MANHOLE MINIMUM MAIN LUG ONLY METAL OXIDE VARISTOR MOTOR OPERATED DAMPER MEGAVOLT AMPERES NORMALLY CLOSED NORMAL EMERGENCY NATIONAL ELECTRICAL CODE NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION NOT IN CONTRACT NORMALLY OPEN NOT TO SCALE ON CENTER OVERLOAD OVERHEAD POLE PHOTOCELL POWER FACTOR PROVISIONS FOR FUTURE BREAKER PHASE PANEL POTENTIAL TRANSFORMER POLYVINYLCHLORIDE REQUIRED RIGID GALVANIZED STEEL RUNNING LOAD AMPS RESISTOR RIGID METAL CONDUIT ROOT MEAN SQUARE REVOLUTIONS PER MINUTE REMOVE EXISTING SURGE ARRESTOR SECONDARY SURFACE METAL RACEWAY SYMMETRICAL TRANSFORMER TEMPERATURE TRIP COIL TRANSFORMER TYPICAL UNDERGROUND UNIT HEATER UNLESS NOTED OTHERWISE VOLTS VOLTS ALTERNATING CURRENT VOLT METER VAPOR PROOF WATTS WIRE GUARD WITH WITHOUT WEATHERPROOF WEIGHT TRANSFORMER 1. CONTRACTORS ARE URGED TO INSPECT THE SITE BEFORE SUBMITTING A BID PROPOSAL TO ENSURE KNOWLEDGE OF PROJECT REQUIREMENTS AND SITE CONDITIONS. IF NO CLARIFICATION IS REQUESTED, IT WILL BE CONSIDERED THAT THE CONTRACTORS ARE IN FULL UNDERSTANDING OF PROJECT REQUIREMENTS. 2. PROVIDE LABOR, SUPERVISION, EQUIPMENT, MATERIALS, CONSTRUCTION TOOLS, TRANSPORTATION, INSURANCE, AND SERVICES REQUIRED FOR THE COMPLETE INSTALLATION OF THIS WORK IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE, AND LOCAL CODES, AUTHORITIES HAVING JURISDICTION, AND STANDARDS INCLUDING BUT NOT LIMITED TO, ASHRAE, IBC, NEC, AND NFPA. 3. NOTHING CONTAINED IN THE SPECIFICATIONS OR SHOWN ON THE DRAWINGS SHALL BE CONSTRUED TO BE IN CONFLICT WITH ANY STATE OR LOCAL CODES, ORDINANCES OR REGULATIONS. 4. THE USE OF THE WORD "PROVIDE" SHALL MEAN TO FURNISH, INSTALL AND CONNECT, READY TO USE. 5. THE USE OF THE WORD "FURNISH" SHALL MEAN TO PROCURE AND DELIVER TO THE SITE. 6. THE USE OF THE WORD "INSTALL" SHALL MEAN TO PHYSICALLY PLACE INTO SERVICE AND CONNECT, READY TO USE. 7. EQUIPMENT AND MATERIALS SHALL BE INSTALLED BY SKILLED TRADESMEN, FAMILIAR WITH THE COMPONENTS TO BE INSTALLED, AND IN ACCORDANCE WITH BEST PRACTICES OF THE INDUSTRY. 8. BECAUSE OF THE SMALL SCALE OF THE DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, FITTINGS, AND ACCESSORIES THAT MAY BE REQUIRED. THIS CONTRACTOR SHALL CAREFULLY EXAMINE THE ARCHITECTURAL; STRUCTURAL; HEATING, VENTILATING AND AIR- CONDITIONING; ELECTRICAL; PLUMBING; AND OTHER PROJECT DOCUMENTS AS MAY BE NECESSARY FOR PROPER ORIENTATION OR INSTALLATION AND SHALL PROVIDE OFFSETS, FITTINGS, AND ACCESSORIES TO MEET PROJECT CONDITIONS. 9. DISCREPANCIES BETWEEN DRAWINGS OR BETWEEN DRAWINGS AND SPECIFICATIONS SHALL BE REPORTED TO PROFESSIONAL IN WRITING. OBTAIN WRITTEN INSTRUCTIONS FROM PROFESSIONAL AS TO THE MANNER IN WHICH TO PROCEED. NO DEPARTURES FROM THE PROJECT DOCUMENTS SHALL BE MADE WITHOUT PRIOR WRITTEN ACCEPTANCE OF THE PROFESSIONAL. 10. DIMENSIONS, CLEARANCES, AND LOCATIONS OF EQUIPMENT AND MATERIALS SHALL BE FIELD VERIFIED PRIOR TO ORDERING, PROCURING AND FURNISHING SAME. 11. NO EXTRA COMPENSATION OR CHARGES WILL BE ACCEPTED DUE TO DIFFERENCES BETWEEN THE ACTUAL MEASUREMENTS AND THOSE INDICATED ON THE PLAN. THOROUGHLY COORDINATE WORK WITH SITE CONDITIONS AND OTHER TRADES, DETERMINE EXACT ROUTE AND LOCATION OF EACH DUCT, PIPE, CONDUIT, ETC. BEFORE FABRICATION AND INSTALLATION. 12. INSTALL WORK SUBSTANTIALLY AS INDICATED. VERIFY LOCATIONS AND ELEVATIONS ON JOB SITE; DO NOT DIRECTLY SCALE DRAWINGS. MAKE NECESSARY CHANGES IN ELEVATION, FITTINGS, OR OFFSETS TO ACCOMMODATE OBSTACLES OR INTERFERENCES. 13. CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR DAMAGE TO THE BUILDING, PIPING OR EQUIPMENT THAT IS THE RESULT OF WORK FOR INSTALLATION OF THIS CONTRACT. 14. THE INSTALLING CONTRACTOR IS RESPONSIBLE FOR PATCH AND REPAIR OF ALL SURFACES TO MATCH EXISTING MATERIALS AND ADJACENT FINISHES ASSOCIATED WITH INSTALLATION/REMOVAL OF THIS WORK. 15. WORK SHALL BE COMPLETED TO MAINTAIN ALL NECESSARY AND REQUIRED CLEARANCES, ACCESSES, AND OPENINGS, SUCH THAT FULL FUNCTIONALITY, PROPER OPERATION, AND REPAIR AND MAINTENANCE ARE ENSURED. 16. WHERE DEVICE HEIGHT OCCURS AT POINT OF CHANGE OF FINISH, THE DEVICE SHALL BE RAISED OR LOWERED TO OCCUR IN ONE FINISH. ENSURE RESULTING HEIGHT DOES NOT EXCEED ADA REQUIREMENTS. 17. WHERE DEVICE OCCURS IN BRICK, TILE, OR BLOCK WALLS, THEY SHALL BE MOUNTED AT A VERTICAL MASONRY JOINT AND IN EITHER THE TOP OR BOTTOM HORIZONTAL JOINT, CLOSEST TO THE MOUNTING HEIGHT. ENSURE RESULTING HEIGHT DOES NOT EXCEED ADA REQUIREMENTS. 18. UNLESS OTHERWISE NOTED, ALL MOUNTING HEIGHT DIMENSIONS LISTED ARE TO THE CENTER LINE OF THE WALL BOX OR DEVICE. 19. ALL ELECTRICAL MATERIALS, DEVICES, APPLIANCES, AND EQUIPMENT SHALL BE LABELED AND LISTED BY A CERTIFIED TESTING LABORATORY OR AGENCY. 20. DRAWINGS REPRESENT THE SCOPE OF WORK IN GENERAL ARRANGEMENT FORM AND ARE INTENDED TO SHOW GENERAL ROUTING AND REQUIRED SIZES/CAPACITIES OF SYSTEM COMPONENTS. EXACT ROUTING OF CONDUITS AND CABLES SHALL BE DETERMINED BY JOB SITE SURVEY. 21. PROVIDE 2-#12, 1-#12 GND IN MINIMUM 3/4"C FOR ALL 20A, SINGLE POLE BRANCH CIRCUITS, UNLESS OTHERWISE NOTED. FOR 120V BRANCH CIRCUITS, PROVIDE NEXT LARGER WIRE SIZE FOR ONE-WAY CIRCUIT DISTANCES GREATER THAN 100 FEET. FOR 208V BRANCH CIRCUITS, PROVIDE NEXT LARGER WIRE SIZE FOR ONE-WAY CIRCUIT DISTANCES GREATER THAN 150 FEET. GENERAL NOTES: 1. THE DEMOLITION PLANS AND NOTES HAVE BEEN PREPARED TO ASSIST THE CONTRACTORS IN IDENTIFYING THE AREAS AND ITEMS OF DEMOLITION AND RENOVATION ASSOCIATED WITH THIS PROJECT. THE INFORMATION PROVIDED IS NOT MEANT TO BE ALL-INCLUSIVE IN TERMS OF LISTING EACH AND EVERY SPECIFIC TASK TO BE PERFORMED. EACH CONTRACTOR WILL THOROUGHLY EXAMINE ALL CONTRACT DOCUMENTS PRIOR TO PERFORMING ANY WORK. 2. DEMOLITION WORK INCLUDES, BUT IS NOT LIMITED TO, THE ITEMS INDICATED ON THE DEMOLITION DRAWINGS AND DESCRIBED IN THE DEMOLITION NOTES. THE EXTENT OF THE DEMOLITION WORK WILL INCLUDE ALL WORK REQUIRED TO COMPLETE THE PROJECT AND ENSURE WHETHER OR NOT THE WORK IS INDICATED ON THE DRAWINGS. 3. EACH CONTRACTOR SHALL THOROUGHLY EXAMINE AND VERIFY ALL EXISTING CONDITIONS BEFORE PERFORMING ANY WORK AND IMMEDIATELY NOTIFY THE ARCHITECT, IN WRITING, OF ANY DISCREPANCIES WITH THE DRAWINGS. 4. ANY WORK PERFORMED AS PART OF THIS CONTRACT REQUIRING OR ALTERATION WILL BE THE RESPONSIBILITY OF THE RESPECTIVE CONTRACTOR. 5. ALL ITEMS NOTED TO BE REMOVED TO BE DISPOSED OF OFF-SITE BY RESPECTIVE CONTRACTORS, UNLESS NOTED OTHERWISE. WHERE INDICATED ON THE DRAWINGS AND/OR IN THE NOTES AS 'SALVAGE AND DELIVER TO OWNER', THE CONTRACTOR WILL CAREFULLY REMOVE INDICATED ITEMS AND STORE THEM WHERE DIRECTED BY THE OWNER. 6. THE OWNER HAS THE OPTION TO RETAIN POSSESSION OF ANY REMOVED MATERIALS OR EQUIPMENT. ALL SUCH ITEMS SHALL BE CAREFULLY REMOVED AND STORED AT THE SITE BY THE CONTRACTOR WHERE DIRECTED BY THE OWNER. ANY MATERIALS OR EQUIPMENT NOT RETAINED BY THE OWNER WILL BECOME THE PROPERTY OF THE CONTRACTOR AND PROMPTLY REMOVED FROM SITE. 7. ANY CONTRACTOR REMOVING OR MODIFYING MATERIAL CONTAINING ASBESTOS OR SUSPECTED OF CONTAINING ASBESTOS WILL NOTIFY THE OWNER AT ONCE AND STOP REMOVAL. IDENTIFICATION AND/OR REMOVAL OF ASBESTOS CONTAINING MATERIAL WILL BE THE RESPONSIBILITY OF THE OWNER. 8. REFER TO ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL, TECHNOLOGY AND PLUMBING DRAWINGS FOR DEMOLITION WORK BY RESPECTIVE CONTRACTORS. EACH CONTRACTOR IS RESPONSIBLE FOR ALL DEMOLITION ASSOCIATED WITH HIS CONTRACT AND SCOPE OF WORK. EACH CONTRACTOR IS RESPONSIBLE TO PATCH AND/OR REPAIR ANY AND ALL CONSTRUCTION AFFECTED BY HIS DEMOLITION. THE EXTENT OF PATCH AND REPAIR SHALL BE AS REQUIRED TO RECEIVE THE SCHEDULED NEW WORK. ALL CONTRACTORS ARE RESPONSIBLE FOR COORDINATION OF WORK WITH OTHER CONTRACTORS BEFORE PERFORMING ANY WORK. 9. ALL PATCH AND REPAIR WORK SHALL BE PERFORMED USING MATERIALS THAT MATCH THE EXISTING ADJACENT CONSTRUCTION. WHERE PATCHING EXISTING MASONRY WALLS OR INFILLING BETWEEN WALLS WITH MASONRY TO MATCH EXISTING, "TOOTH-IN" NEW MASONRY TO EXISTING. 10. EACH CONTRACTOR IS RESPONSIBLE TO PROTECT ALL EXISTING CONSTRUCTION SCHEDULED TO REMAIN. EACH CONTRACTOR IS RESPONSIBLE TO PATCH AND/OR REPAIR ANY AND ALL CONSTRUCTION AFFECTED BY THEIR DEMOLITION. EACH CONTRACTOR SHALL PATCH (SUBSTRATE AND FINISHED SURFACES) ANY EXISTING FINISHES AFFECTED BY THEIR RESPECTIVE WORK. 11. EXISTING CONDITIONS INDICATED ARE OBTAINED FROM AVAILABLE SOURCES (EXISTING DRAWINGS, FIELD SURVEYS, ETC.) AND ARE NOT GUARANTEED TO BE TRUE AND EXACT. CONTRACTOR(S) SHALL FIELD VERIFY EXISTING CONDITIONS AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE AFFECTED PORTION OF THE WORK. 12. REMOVAL IN ITS ENTIRETY INCLUDES HANGERS, ELECTRICAL, CONTROLS, ETC., TO LEAVE A LIKE NEW OR MATCHING EXISTING CONDITION. GENERAL DEMOLITION NOTES: DRAWING NOTE -REFER TO DRAWING NOTE LIST ON SHEET (NEW WORK) DRAWING CONVENTIONS DRAWING NOTE -REFER TO DRAWING NOTE LIST ON SHEET (DEMOLITION)# # FEEDER TAG -REFER TO FEEDER SCHEDULE ON DRAWING Ex.xxX EXISTING DEVICES TO REMAIN ARE SHOWN IN LIGHT LINEWEIGHT. EXISTING DEVICES TO BE REMOVED ARE SHOWN IN DASHED LINEWEIGHT. NOT ALL ABBREVIATIONS & SYMBOLS MAY APPLY TO THIS PROJECT. GENERAL SYMBOL NOTES: 1. 2. 3. HVAC CONTROL POWER VAV TRANSFORMER, 120VAC PRIMARY, 24VAC SECONDARY, CLASS II, 100VA. MOUNT TO JUNCTION BOX ABOVE CEILING. PROVIDE PRIMARY FUSE AND SINGLE-POLE SINGLE-THROW PRIMARY SNAP SWITCH. T 24VAC WIRING These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR. All rights reserved. © 387 East Main Street Rochester NY 14604 585 232 8300 | rochester@swbr.com FILE PATH:SWBR Project Number Checked By: Project Manager: Drawn By: Revisions 145 Culver Road Suite 200 Rochester, NY 14620-1678 Telephone 585 427 8888 Facsimile 585 427 8914 www.erdmananthony.com1/17/2020 11:49:16 AMC:\Users\monom\Documents\Revit 2019\CorsonMudd_MEP_Central_v2019_monomCVV2R.rvt19885.00 RAM ELECTRICAL SYMBOLS, NOTES & ABBREVIATIONS AST DSU E-000 100% Construction Documents Cornell University Corson-Mudd 351/317 Lab Renovation Ithaca, NY 01/17/2020 LIGHTING FIXTURE SCHEDULE TYPE MANUFACTURER CAT. NUMBER LAMP TYPE COLOR LUMENS VOLTAGE WATTS CRI DIMMING MOUNTING DESCRIPTION LA METALUX 24EN-LD2-45-UNV-L835-CD 1 LED 3500K 4500 UNV 38 ≥80 0-10V (1-100%)RECESSED 2'X4' ARCHITECTURAL RECESSED TROFFER WITH CENTER LED CHANNEL PANELBOARD PLE3-8 LOCATION: OPEN OFFICE 317 MAIN BUS AMPS: 100A SERVICE VOLTAGE: 208Y/120V, 3PH, 4W MAIN CIRCUIT BREAKER: NONE MOUNTING: RECESSED FEEDER SIZE: (4) #1, (1) #8 GND IN 1-1/2"C FEED: DPLE3-3 FEED THRU LUGS: NONE S.C. RATING: 10,000 AMPS RMS SYM. DESCRIPTION PHASE AMPS TRIP POLES TRIP PHASE AMPS DESCRIPTIONPH A PH B PH C AMPS AMPS PH A PH B PH C RECP. - FACULTY OFFICE 315 9.0 20A/1P 1 2 20A/1P 9.0 RECP. - FACULTY OFFICE 317A RECP. - WEST - OPEN OFFICE 317 6.0 20A/1P 3 4 20A/1P 6.0 RECP. - WEST - OPEN OFFICE 317 RECP. - OFFICE 312 6.0 20A/1P 5 6 20A/1P 4.5 RECP. - KITCHENTTE 317C RECP. - OFFICE 312 6.0 20A/1P 7 8 20A/1P 7.5 RECP. - CONFERENCE 317B UNDER RECP. - KITCHENTTE 317C 1.5 20A/1P 9 10 20A/1P 0.0 SPARE SPARE 0.0 20A/1P 11 12 20A/1P 3.0 SPARE SPARE 0.0 20A/1P 13 14 20A/1P 0.0 SPARE SPARE 0.0 20A/1P 15 16 20A/1P 0.0 SPARE SPARE 0.0 20A/1P 17 18 20A/1P 6.0 SPARE SPARE 0.0 20A/1P 19 20 20A/1P 0.0 SPARE SPARE 0.0 20A/1P 21 22 20A/1P 0.0 SPARE SPARE 0.0 20A/1P 23 24 20A/1P 0.0 SPARE SPARE 0.0 20A/1P 25 26 20A/1P 0.0 SPARE SPARE 0.0 20A/1P 27 28 20A/1P 0.0 SPARE SPARE 0.0 20A/1P 29 30 20A/1P 0.0 SPARE 15.0 7.5 6.0 SUBTOTAL (AMPS)16.5 6.0 13.5 PH. A PH. B PH.C TOTAL PHASE AMPS 31.50 13.50 19.50 TOTAL PHASE kVA 3.78 1.62 2.34 TOTAL 3-PHASE kVA 7.74 TOTAL DEMAND 3-PHASE kVA 6.19 TOTAL DEMAND 3-PHASE AMPS 17.21 FLOOR MANUAL PULLSTATION. HEIGHT INDICATED IS TO TOP OF PULLSTATION COVER IF EQUIP. OTHERWISE HEIGHT INDICATES TOP OF DEVICE BACKBOX. WALL MOUNTED AUDIO/VISUAL OR VISUAL ONLY DEVICE. 4'-0" 6'-8" 2 1 2 L2L1 L3 VAV DIGITAL CONTROLLER 24VAC 120VAC 300VA CLASS II TRANSFORMER 120VAC, 1∅, PRIMARY 24VAC SECONDARY W/ MANUAL RESET OVERLOAD VAV UNIT W/ REHEAT COIL (RHC) INTEGRAL DISCONNECT SWITCH (FACTORY SUPPLIED W/ RHC) MAINTENANCE SWITCH ENCLOSED, LOCKABLE 1-POLE, 10A, NEMA 1 JUNCTION BOX 6"x6", METAL (3) #12, 3/4"C (3) #12, 3/4"C (4) #12, 3/4"C L2 L3 GND 480VAC TO OTHER REHEAT COILS SHOWN ON PLAN DRAWINGS (4) #12, 3/4"C TO OTHER VAV CONTROLLERS SHOWN ON PLAN DRAWINGS 2/C #16 TWISTED PAIR TYPICAL ALL CLASS II 24VAC WIRING KEY NOTES MOUNT ABOVE SUSPENDED CEILING IN VISUAL SIGHT AND CLOSE PROXIMITY TO CLASS II TRANSFORMER. MOUNT ABOVE SUSPENDED CEILING. 1 L1 GND RHC CONTROLLER 120VAC FIN FLR BOTTOM OF DISPLAY: 45" A.F.F. CENTERLINE OF IN-WALL BOX SHALL MATCH CENTERLINE OF DISPLAY 4" APPROX. 55" DISPLAY (BY CORNELL AVC) CEILING (8'-6" A.F.F.) J 1" EMT (DATA) 1-1/4" EMT (A/V) 3/4" FMC (POWER) IN-WALL BOX BEHIND DISPLAY (CHIEF #PAC56) (FURNISHED BY CORNELL AVC, INSTALLED BY E.C.) 1" EMT (DATA) 4-GANG MULTIPLE SERVICE WALL BOX (WIREMOLD #WSA42-4) (BY E.C.) -(2) GANGS RESERVED FOR A/V OUTLETS (A/V OUTLETS BY CORNELL AVC) -(1) GANG DECORATOR STYLE DUPLEX RECEPTACLE (BY E.C.) -(1) GANG TWO (2) DATA JACKS (BY E.C.) FOUR (4) INSIDE FACING DATA JACKS MOUNTED ON TOP SIDE OF IN-WALL BOX (BY E.C.)ONE (1) INSIDE FACING DUPLEX RECEPTACLE MOUNTED ON TOP OF SIDE OF IN-WALL BOX (BY E.C.) GENERAL NOTES: 1. ALL RACEWAY SHALL BE FURNISHED AND INSTALLED BY E.C. 2. ALL DATA CABLING, POWER BRANCH CIRCUITING AND ASSOCIATED DEVICES AND FACEPLATES SHALL BE PROVIDED BY E.C. 3. ALL A/V OUTLETS, CABLING AND FACEPLATES SHALL BE PROVIDED BY CORNELL AVC. 4. COORDINATE ALL WORK WITH CORNELL AVC PRIOR TO ROUGHING-IN. 5. PROVIDE DIVIDERS IN MULTIPLE SERVICE WALL BOX TO SEPERATE A/V AND DATA CABLING FROM 120V POWER. ABOVE CEILING JUNCTION BOX DATA CONDUIT STUBBED UP ABOVE CEILING WITH PLASTIC BUSHING (TYP.) TABLE HEIGHT: MAX. 31" A.F.F. These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR. All rights reserved. © 387 East Main Street Rochester NY 14604 585 232 8300 | rochester@swbr.com FILE PATH:SWBR Project Number Checked By: Project Manager: Drawn By: Revisions 145 Culver Road Suite 200 Rochester, NY 14620-1678 Telephone 585 427 8888 Facsimile 585 427 8914 www.erdmananthony.com1/17/2020 11:49:17 AMC:\Users\monom\Documents\Revit 2019\CorsonMudd_MEP_Central_v2019_monomCVV2R.rvt19885.00 RAM ELECTRICAL DETAILS & SCHEDULES AST DSU E-500 100% Construction Documents Cornell University Corson-Mudd 351/317 Lab Renovation Ithaca, NY 01/17/2020 NO SCALE2TYPICAL FIRE ALARM ELEVATIONS NO SCALE1TYPICAL POWER FEED WIRING - VAV W/ REHEAT COIL NO SCALE3FRONT WALL ELEVATION - ROOM 317B A C D F H L 12 13 14 15 16 17 18 1 1 KEY PLAN N.T.S A D L 12 1815 AREA OF WORK AREA OF WORK VERIFY SCALE BAR IS ONE (1) INCH LONG ON ORIGINAL DRAWING: IF BAR IS NOT ONE (1) INCH LONG, ADJUST SCALE ACCORDINGLY 0 1 These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR. All rights reserved. © 387 East Main Street Rochester NY 14604 585 232 8300 | rochester@swbr.com FILE PATH:SWBR Project Number Checked By: Project Manager: Drawn By: Revisions 145 Culver Road Suite 200 Rochester, NY 14620-1678 Telephone 585 427 8888 Facsimile 585 427 8914 www.erdmananthony.com1/17/2020 11:49:17 AMC:\Users\monom\Documents\Revit 2019\CorsonMudd_MEP_Central_v2019_monomCVV2R.rvt19885.00 RAM ELECTRICAL DEMOLITION - LIGHTING AST DSU ED-101 100% Construction Documents Cornell University Corson-Mudd 351/317 Lab Renovation Ithaca, NY 01/17/2020 1/8" = 1'-0"1 THIRD FLOOR PLAN - ELECTRICAL DEMOLITION NORTHDEMOLTION KEY NOTES 1. DISCONNECT AND REMOVE ALL EXISTING LIGHT FIXTURES AND ASSOCIATED CONTROL DEVICES IN THEIR ENTIRETY. DISCONNECT AND REMOVE BRANCH CIRCUITING BACK TO NEAREST ABOVE CEILING JUNCTION BOX IN CORRIDOR AND SAVE FOR REUSE. JJCR A C D F H L 12 13 14 15 16 17 18 UCAC COOLER ALARM CONTROL PANEL & KEPAD ? RACEWAY WITH FIVE (5) DUPLEX RECEPTACLES 48" A.F.F. 24" A.F.F. RACEWAY WITH FIVE (5) DUPLEX RECEPTACLES 39.5" A.F.F. RACEWAY WITH THREE (3) DUPLEX RECEPTACLES 48" A.F.F. 24" A.F.F. 48" A.F.F. 24" A.F.F. DPLE3-3 EPLE3-3 SQUARE D PLE3-8 RACEWAY WITH FIVE (5) EMERGENCY POWER DUPLEX RECEPTACLES 45" A.F.F. (CKTS. EPLE3-9,10,12,14,16) 6-20 EPLE3-7 24" A.F.F. 48" A.F.F. 24" A.F.F. PLUGMOLD PLUGMOLD (ETR) (ETR) (ETR) PLUGMOLD (ETR) (ETR) (ETR) (ETR) PLE3-1 2 3 3 2D 1D 2D 2D 2D 2D (1) FAX (1) TELEPHONE 4D 2D 1 1 4 4 KEY PLAN N.T.S A D L 12 1815 AREA OF WORK AREA OF WORK VERIFY SCALE BAR IS ONE (1) INCH LONG ON ORIGINAL DRAWING: IF BAR IS NOT ONE (1) INCH LONG, ADJUST SCALE ACCORDINGLY 0 1 These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR. All rights reserved. © 387 East Main Street Rochester NY 14604 585 232 8300 | rochester@swbr.com FILE PATH:SWBR Project Number Checked By: Project Manager: Drawn By: Revisions 145 Culver Road Suite 200 Rochester, NY 14620-1678 Telephone 585 427 8888 Facsimile 585 427 8914 www.erdmananthony.com1/17/2020 11:49:18 AMC:\Users\monom\Documents\Revit 2019\CorsonMudd_MEP_Central_v2019_monomCVV2R.rvt19885.00 RAM ELECTRICAL DEMOLITION - POWER & TELECOM AST DSU ED-102 100% Construction Documents Cornell University Corson-Mudd 351/317 Lab Renovation Ithaca, NY 01/17/2020NORTH1/8" = 1'-0" 1 THIRD FLOOR PLAN - ELECTRICAL DEMOLITION DEMOLTION KEY NOTES 1. UNLESS NOTED OTHERWISE, DISCONNECT AND REMOVE ALL EXISTING PLUGMOLD, RECEPTACLES, CORD REELS, TELE-POWER POLES AND ASSOCIATED RACEWAY IN THEIR ENTIRETY. DISCONNECT AND REMOVE BRANCH CIRCUITING BACK TO SOURCE. 2. DISCONNECT AND REMOVE EXISTING PANELBOARD AND ASSOCIATED FEEDER BACK TO PANELBOARD DPLE3-3. SAVE AND PROTECT TWO (2) EXISTING BRANCH CIRCUITS (CKTS. 5 & 7) FOR RELOCATION TO NEW PANELBOARD. 3. DISCONNECT AND REMOVE EXISTING RECEPTACLES TO ACCOMMODATE DEVICE REPLACEMENT AND RELOCATION. SAVE AND PROTECT EXISTING BRANCH CIRCUTITING FOR RECONNECTION. 4. DISCONNECT AND REMOVE ALL EXISTING DATA OUTLETS AND ASSOCIATED CABLING BACK TO SOURCE. CONTACT CIT OPERATIONS SUPPORT AT 607-255-5500 TO DISCONNECT ACTIVE SERVICES AND REMOVE HARDWARE FROM THE RENOVATION AREA PRIOR TO START OF DEMOLITION WORK. Printer 16" x 16" A C D F H L 12 13 14 15 16 17 18 188 SF FACULTY OFFICE 315 188 SF FACULTY OFFICE 317A 379 SF OPEN OFFICE 351 59 SF KITCHENETTE 317C 179 SF OPEN OFFICE 317 131 SF CONFERENCE 317B LA LA LALA LA LA LA D D DD DCS V CS V CS V CS CS V 1 1 LA LA LA LA LA LA LA LA KEY PLAN N.T.S A D L 12 1815 AREA OF WORK AREA OF WORK VERIFY SCALE BAR IS ONE (1) INCH LONG ON ORIGINAL DRAWING: IF BAR IS NOT ONE (1) INCH LONG, ADJUST SCALE ACCORDINGLY 0 1 These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR. All rights reserved. © 387 East Main Street Rochester NY 14604 585 232 8300 | rochester@swbr.com FILE PATH:SWBR Project Number Checked By: Project Manager: Drawn By: Revisions 145 Culver Road Suite 200 Rochester, NY 14620-1678 Telephone 585 427 8888 Facsimile 585 427 8914 www.erdmananthony.com1/17/2020 11:49:27 AMC:\Users\monom\Documents\Revit 2019\CorsonMudd_MEP_Central_v2019_monomCVV2R.rvt19885.00 RAM ELECTRICAL LIGHTING PLAN AST DSU EL-101 100% Construction Documents Cornell University Corson-Mudd 351/317 Lab Renovation Ithaca, NY 01/17/2020 1/8" = 1'-0" 1 THIRD FLOOR PLAN - LIGHTING NORTHNEW WORK KEY NOTES 1. EXTEND AND RECONNECT EXISTING AREA LIGHTING CIRCUITS TO NEW LIGHT FIXTURES. GENERAL NOTES 1. PROVIDE FIRESTOPPING OF ALL RACEWAY AND SLEEVE PENETRATIONS. Printer 16" x 16" Printer16" x 16" E301 E303 E305 E309A E309B E309 E311 E304 E304B E306 E304A E310 E334 E318 E340 E344A E344 E344B E344C E321 E323 E325 E331 E331A E335E339E341E343E345E347 E351 E300SB E300SA E320 E300C E300E E339A E318A W335B W335C W335D W335 W339 W311 W309 W307 W305 W303 W301 W320A W320 W316 W320B W316A W316B W314 W314A W308 W308A W308C W308D W302 W302A W364W360W358W354 W354A W350A W350W342 W343 W345 W347 W347A W351 W355 W359 W361 W363 W363A W300S W300C W308B W344 W350B W313 W317 W319W319A W321 W321A W327A W327BW327 W331W331A W335A W357 W319B A300C A300UE A300UF A305 A306 A300TB A300UG A367 A300TA A300S A300J OPEN TO BELOW OPEN TO BELOW E301 E303 E305 E309A E309B E309 E311 E304 E304B E306 E304A E310 E334 E318 E340 E344A E344 E344B E344C E321 E323 E325 E331 E331A E335E339E341E343E345E347 E351 E300SB E300SA E320 E300C E300E E339A E318A DN UP DN UP DN UP DN DN DN UP DN UP A C D F H L 12 13 14 15 16 17 18 188 SF FACULTY OFFICE 315 188 SF FACULTY OFFICE 317A 379 SF OPEN OFFICE 351 PLE3-1 (ETR) (ETR) (ETR) AC GFI UC GFI AC T UC AC AC 59 SF KITCHENETTE 317C 179 SF OPEN OFFICE 317 131 SF CONFERENCE 317B T VAV-1 VAV-7 VAV-2 VAV-9 VAV-8 VAV-3 DPLE3-3 EPLE3-3 SQUARE D 16-EPLE3-3 VAV-10 VAV-4 DPHE3-1 20A-3P C.B.EPLE3-2 20A-1P C.B. 16 1 1 1 1 1 2 2 2 2 2 3 3 4 4 14-EPLE3-3 6 9 66 8 88 8 DPHE3-1 20A-3P C.B. PLE3-1 20A-1P C.B. 14 PLE3-1 20A-1P C.B. 16 6 3 5 3 1 1 1 7 7 77(ETR) (ETR) (ETR) (ETR) 7 EM 2 (TYP. OF 4) 8 9 PLE3-810 WORKSTATION FURNITURE SYSTEM 9 6,14,16 11 PLE3-1 6 GFI GFI GFI 8 4 AC GFI13 DPHE3-1 (ETR)EPLE3-2 (ETR) KEY PLAN N.T.S A D L 12 1815 AREA OF WORK AREA OF WORK VERIFY SCALE BAR IS ONE (1) INCH LONG ON ORIGINAL DRAWING: IF BAR IS NOT ONE (1) INCH LONG, ADJUST SCALE ACCORDINGLY 0 1 These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR. All rights reserved. © 387 East Main Street Rochester NY 14604 585 232 8300 | rochester@swbr.com FILE PATH:SWBR Project Number Checked By: Project Manager: Drawn By: Revisions 145 Culver Road Suite 200 Rochester, NY 14620-1678 Telephone 585 427 8888 Facsimile 585 427 8914 www.erdmananthony.com1/17/2020 11:49:42 AMC:\Users\monom\Documents\Revit 2019\CorsonMudd_MEP_Central_v2019_monomCVV2R.rvt19885.00 RAM ELECTRICAL POWER PLAN AST DSU EP-101 100% Construction Documents Cornell University Corson-Mudd 351/317 Lab Renovation Ithaca, NY 01/17/2020NORTH1/8" = 1'-0" 1 THIRD FLOOR PLAN - POWER NEW WORK KEY NOTES 1. REPLACE EXISTING WIRING DEVICE AND ASSOCIATED COVERPLATE WITH TYPE INDICATED. UNLESS NOTED OTHERWISE, EXISTING BRANCH CIRCUITING SHALL BE RECONNECTED TO REPLACEMENT DEVICES. 2. PROVIDE RECESSED DOUBLE DUPLEX RECEPTACLES FOR NORMAL POWER COMPUTER WORKSTATIONS. RECEPTACLES SHALL BE MOUNTED AT 36" A.F.F. (BOTTOM OF RECEPTACLE). 3. PROVIDE 300VA, CLASS II, 120VAC PRIMARY, 24VAC SECONDARY TRANSFORMER WITH MANUAL RESET OVERLOAD FOR AIR VALVE, AIR TERMINAL AND DIGITAL CONTROLLER 24VAC POWER (DESIGN MAKE: RIB MODEL #PSH300A OR APPROVED EQUAL). PROVIDE 1-POLE LOACKABLE MAINTENANCE SWITCH AT EACH TRANSFORMER LOCATION. PROVIDE ALL CLASS II, 24VAC, WIRING BETWEEN TRANSFORMER AND INDICATED LOW VOLTAGE DEVICES UTILIZING 16/2 TWISTED PAIR CABLES. TRANSFORMER AND MAINTENANCE SWITCH SHALL BE WALL MOUNTED NEAR ROOM CEILING IN AN ACCESSBILE LOCATION. REFER TO DETAIL 1/E-500. 4. CONTRACTOR SHALL INSTALL FLUSH MOUNTED IN-WALL A/V BOX (FURNISHED BY CORNELL AVC) AT LOCATION SHOWN. EXACT MOUNTING HEIGHT OF BOX SHALL BE COORDINATED IN FIELD WITH CORNELL AVC. CONTRACTOR SHALL TREAT COMPLETE OUTSIDE SURFACE OF BOX WITH ACOUSTICAL PUTTY (KINETICS NOISE CONTROL ISO BACKER OR APPROVED EQUAL). REFER TO DETAIL 3/E-500 FOR ADDITIONAL INFORMATION. 5. PROVIDE ONE INSIDE FACING DUPLEX RECEPTACLE MOUNTED ON TOP OF IN- WALL A/V BOX. PROVIDE SECOND DUPLEX RECEPTACLE (DECORATOR STYLE) IN WALL MOUNTED MULTIPLE SERVICE BACKBOX. REFER TO DETAIL 3/E-500 FOR ADDITIONAL INFORMATION. 6. PROVIDE ONE (1) RECESSED DOUBLE DUPLEX RECEPTACLE CONNECTED TO EMERGENCY POWER SYSTEM FOR GPU WORKSTATION. RECEPTACLE SHALL BE MOUNTED AT 36" A.F.F. (BOTTOM OF RECEPTACLE). WIRING DEVICES SHALL BE RED IN COLOR. 7. PROVIDE CIRCUIT BREAKER TO MATCH EXISTING PANELBOARD CONSTRUCTION AND KAIC RATING. 8. UNLESS NOTED OTHERWISE, ALL NORMAL POWER BRANCH CIRCUITS IN THIS AREA SHALL BE CIRCUITED TO PANELBOARD PLE3-8, UTILIZING 2#12, 1#12 E.G. IN 3/4"C. 9. PROVIDE DUAL COMPARTMENT RACEWAY (WIREMOLD 4000 SERIES), ROUTED BELOW EXISTING RADIATOR, TO ROUTE POWER AND DATA BRANCH CIRCUITING TO WORKSTATION FURNITURE SYSTEM. CONDUIT FEEDING DUAL COMPARTMENT RACEWAY SHALL BE CONCEALED WITHIN CHASE WALL. CONTRACTOR SHALL TERMINATE POWER BRANCH CIRCUITING AT FURNITURE SYSTEM POWER FEED CONNECTION POINT. REFER TO DRAWING ET-101 FOR SCOPE RELATED TO DATA BRANCH CIRCUITING. 10. PROVIDE NEW RECESSED PANELBOARD AT LOCATION SHOWN TO REPLACE REMOVED SURFACE MOUNTED PANELBOARD PLE3-8. PROVIDE NEW FEEDER BACK TO PANELBOARD DPLE3-3 AND RECONNECT TO EXISTING 100A-3P CIRCUIT BREAKER; FEEDER SHALL CONSIST OF 4#1, 1#8 E.G. IN 1-1/2"C. EXTEND AND RECONNECT TWO (2) EXISTING BRANCH CIRCUITS (CKTS. 5 & 7) THAT FEED EXISTING RECEPTACLES IN ADJACENT OFFICE 312 TO REPLACEMENT PANEL. 11. REPLACE AND RELOCATE EXISTING WIRING DEVICES AND ASSOCIATED COVERPLATES WITH TYPES INDICATED. EXTEND AND RECONNECT EXISTING BRANCH CIRCUITING TO REPLACEMENT DEVICES. 12. PROVIDE ABOVE FLOOR FURNITURE CONNECTION FLOOR BOX FOR ROUTING OF A/V, DATA AND POWER CABLING TO FURNITURE SYSTEM. CONTRACTOR SHALL TERMINATE POWER BRANCH CIRCUITING AT FURNITURE SYSTEM POWER FEED CONNECTION POINT. REFER TO DRAWING ET-101 FOR SCOPE RELATED TO DATA BRANCH CIRCUITING. 13. PROVIDE RECESSED GFI TYPE DUPLEX RECEPTACLE ABOVE OWNER FURNISHED CABINETS AND WORKSURFACE. EXTEND AND CONNECT EXISTING POWER CIRCUIT FROM ADJACENT RECEPTACLES TO THIS DEVICE. COORDINATE EXACT MOUNTING HEIGHT WITH OWNER PRIOR TO ROUGHING. GENERAL NOTES 1. PROVIDE FIRESTOPPING OF ALL RACEWAY AND SLEEVE PENETRATIONS. 1/32" = 1'-0"2 OVERALL THIRD FLOOR - POWER PLAN REF. FE FE REF.Printer 16" x 16" REF. FE FE REF.E301 E303 E305 E309A E309B E309 E311 E304 E304B E306 E304A E310 E334 E318 E340 E344A E344 E344B E344C E321 E323 E325 E331 E331A E335 E339E341E343E345E347 E351 E300SB E300SA E320 E300C E300E E339A E318A W335B W335C W335D W335 W339 W311 W309 W307 W305 W303 W301 W320A W320 W316 W320B W316A W316B W314 W314A W308 W308A W308C W308D W302 W302A W364W360W358W354 W354A W350A W350W342 W343 W345 W347 W347A W351 W355 W359 W361 W363 W363A W300S W300C W308B W344 W350B W313 W317 W319W319A W321 W321A W327A W327BW327 W331W331A W335A W357 W319B A300C A300UE A300UF A305 A306 A300TB A300UG A367 A300TA A300S A300J OPEN TO BELOW OPEN TO BELOW E301 E303 E305 E309A E309B E309 E311 E304 E304B E306 E304A E310 E334 E318 E340 E344A E344 E344B E344C E321 E323 E325 E331 E331A E335 E339E341E343E345E347 E351 E300SB E300SA E320 E300C E300E E339A E318A DN UP DN UP DN UP DN DN DN UP DN UP A C D F H L 12 13 14 15 16 17 18 188 SF FACULTY OFFICE 315 188 SF FACULTY OFFICE 317A 379 SF OPEN OFFICE 351 59 SF KITCHENETTE 317C 179 SF OPEN OFFICE 317 131 SF CONFERENCE 317B 1D 2D 4D 4D 1D 1D 4D 1D 1D 1D 1D 1D 1D 1D 1D2 2 2 2 2 2 1 1 1 1 1 W 3 W 3 2D AC 2D 2D 5 4 EXISTING CABLETRAY (TYP.) FOUR (4) EXISTING 4"C (TYP.) EXISTING DATA RACK (TYP.) KEY PLAN N.T.S A D L 12 1815 AREA OF WORK AREA OF WORK VERIFY SCALE BAR IS ONE (1) INCH LONG ON ORIGINAL DRAWING: IF BAR IS NOT ONE (1) INCH LONG, ADJUST SCALE ACCORDINGLY 0 1 These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR. All rights reserved. © 387 East Main Street Rochester NY 14604 585 232 8300 | rochester@swbr.com FILE PATH:SWBR Project Number Checked By: Project Manager: Drawn By: Revisions 145 Culver Road Suite 200 Rochester, NY 14620-1678 Telephone 585 427 8888 Facsimile 585 427 8914 www.erdmananthony.com1/17/2020 11:49:52 AMC:\Users\monom\Documents\Revit 2019\CorsonMudd_MEP_Central_v2019_monomCVV2R.rvt19885.00 RAM TELECOM PLAN AST DSU ET-101 100% Construction Documents Cornell University Corson-Mudd 351/317 Lab Renovation Ithaca, NY 01/17/2020NORTH1/8" = 1'-0"1 THIRD FLOOR PLAN - TELECOM NEW WORK KEY NOTES 1. PROVIDE RECESSED DATA OUTLETS FOR COMPUTER WORKSTATIONS. OUTLETS SHALL BE MOUNTED AT 36" A.F.F. (BOTTOM OF OUTLET). 2. PROVIDE DATA OUTLETS FOR WORKSTATION FURNITURE SYSTEM. OUTLETS SHALL BE INSTALLED IN PRE-INSTALLED KNOCKOUTS WITHIN FURNITURE SYSTEM. DATA CABLING SHALL BE ROUTED IN PRE-INSTALLED CHANNELWAYS WITHIN FURNITURE SYSTEM. 3. PROVIDE TWO (2) CAT 6A DATA OUTLETS ABOVE DROP CEILING FOR CEILING MOUNTED WIRELESS ACCESS POINT (FURNISHED AND INSTALLED BY CORNELL CIT). COORDINATE FINAL LOCATION OF OUTLETS WITH OWNER PRIOR TO ROUGHING. 4. PROVIDE INSIDE FACING DATA OUTLETS, QUANTITY AS SHOWN, MOUNTED ON TOP OF IN-WALL A/V BOX (BOX FURNISHED BY CORNELL AVC, INSTALLED BY CONTRACTOR). REFER TO DETAIL 3/E-500 FOR ADDITIONAL INFORMATION. 5. PROVIDE DATA OUTLETS, QUANTITY AS SHOWN, IN WALL MOUNTED MULTIPLE SERVICE BACKBOX. REFER TO DETAIL 3/E-500 FOR ADDITIONAL INFORMATION. GENERAL NOTES 1. PROVIDE, ROUTE, TERMINATE AND TEST ALL HORIZONTAL DATA CABLING FROM DATA OUTLET BACK TO EXISTING DATA RACK IN 3RD FLOOR TELECOMMUNICATION ROOM. UTILIZE EXISTING ABOVE CEILING CABLETRAYS AND CONDUITS IN CORRIDOR TO ROUTE CABLING BACK TO DATA RACK. COORDINATE FINAL TERMINATIONS AND TESTING WITH OWNER. 2. PROVIDE FIRESTOPPING OF ALL RACEWAY AND SLEEVE PENETRATIONS. THIS INCLUDES, BUT IS NOT LIMITED TO, FIRESTOPPING THE INSIDE OF ALL NEW AND EXISTING RACEWAYS AND CABLE TRAYS, UTILIZED BY THIS PROJECT, ENTERING THE TELECOMMUNICATION ROOM. 1/32" = 1'-0" 2 OVERALL THIRD FLOOR - TELECOM PLAN Printer 16" x 16" A C D F H L 12 13 14 15 16 17 18 188 SF FACULTY OFFICE 315 188 SF FACULTY OFFICE 317A 379 SF OPEN OFFICE 351 59 SF KITCHENETTE 317C 179 SF OPEN OFFICE 317 131 SF CONFERENCE 317B 2 2 2 1 1 KEY PLAN N.T.S A D L 12 1815 AREA OF WORK AREA OF WORK VERIFY SCALE BAR IS ONE (1) INCH LONG ON ORIGINAL DRAWING: IF BAR IS NOT ONE (1) INCH LONG, ADJUST SCALE ACCORDINGLY 0 1 These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR. All rights reserved. © 387 East Main Street Rochester NY 14604 585 232 8300 | rochester@swbr.com FILE PATH:SWBR Project Number Checked By: Project Manager: Drawn By: Revisions 145 Culver Road Suite 200 Rochester, NY 14620-1678 Telephone 585 427 8888 Facsimile 585 427 8914 www.erdmananthony.com1/17/2020 1:12:43 PMC:\Users\monom\Documents\Revit 2019\CorsonMudd_MEP_Central_v2019_monomCVV2R.rvt19885.00 RAM FIRE ALARM PLAN AST DSU FA-101 100% Construction Documents Cornell University Corson-Mudd 351/317 Lab Renovation Ithaca, NY 01/17/2020 1/8" = 1'-0" 1 THIRD FLOOR PLAN - FIRE ALARM GENERAL NOTES 1. PROVIDE FIRESTOPPING OF ALL RACEWAY AND SLEEVE PENETRATIONS. NEW WORK KEY NOTES 1. PER CORNELL STANDARDS, PROVIDE TEMPORARY HEAT DETECTORS TO PROVIDE FIRE DETECTION WHILE SPRINKLERS ARE OUT OF SERVICE. DETECTORS SHALL BE CONNECTED TO EXISTING INITIATION LOOP ON THE FLOOR. HEAT DETECTORS SHALL BE TESTED AND OPERATIONAL PRIOR TO ANY DEMOLITION OF SPRINKLERS IN THE AREA. ONCE SPRINKLER SYSTEM WORK HAS BEEN COMPLETED (INCLUDING TESTING), ALL HEAT DETECTORS AND THEIR ASSOCIATED WIRING SHALL BE REMOVED. 2. PROVIDE FIRE ALARM NOTIFICATION DEVICE AT THE LOCATION SHOWN. DEVICE SHALL BE CONNECTED TO NEAREST EXISTING NOTIFICATION APPLIANCE CIRCUIT.