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Thurston Hall 407 Renovation Drawings INDEXED
GENERALG-000Title Sheet / Project DataG-001Code Compliance Plan -4th FloorARCHITECTURALA-001General Notes and LegendsA-101Enlarged Demolition Plan & RCP -4th Floor A-111Enlarged Floor Plan & RCP -4th FloorA-601Elevations, Details and SchedulesA-602SpecificationsFIRE PROTECTIONFP-101Fire Protection PlansPLUMBING P-000 Plumbing Symbols, Notes & AbbreviationsP-001Plumbing SpecificationsP-101 Plumbing PlansP-500 Plumbing Details & SchedulesMECHANICAL M-000 HVAC Symbols Notes & AbbreviationsM-001 HVAC SpecificationsM-101 HVAC PlansM-500 HVAC Details & SchedulesMC-000 BMS Controls Legend & NotesMC-101 BMS Controls SchematicMC-102 BMS Controls Points ListELECTRICAL E-000 Electrical Symbols, Notes & AbbreviationsE-001 Electrical SpecificationsEL-101 Electrical Lighting PlansEP-101 Electrical Power PlansET-101 Telecom PlansFA-101 Fire Alarm PlansArchitect & Structural Engineer:SWBR387 East Main StreetRochester, NY 14604585 232 8300rochester@swbr.comThese 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 #4/16/2021 2:21:59 PMBIM 360://21012.00 Cornell Thurston Hall 407 Reno/21012.00 Cornell Thurston Hall 407 Reno.rvt21012.00DMKSTitle Sheet / ProjectDataDMKSYSG-000Bid DocumentsCORNELL UNIVERSITYThurston Hall 407 RenovationIthaca, NYApril 16, 2021April 16, 2021Thurston Hall 407RenovationBid Documents21012.00130 Hollister Drive,Ithaca, NY 14850Drawing ListLocation MapRegional MapMechanical, Electrical, Plumbing, Fire Protection Engineer:Erdman Anthony Associates, Inc.145 Culver Road, Suite 200Rochester, NY 14620585 427 8888 E2E12211UPE2E2E2E2E1E2E2E2E2E2E2E2E1E1E2E2E2E2E2E2E2E2E2E2E2E2E2E2E2E2E2E222E1E1E1E2E2E2E2E2E2E2E2E1E2E2E2E2E2E2E2E2E2XXTHURSTON HALLKIMBALL HALLBARD HALLNORTHPRESUMED EXISTING FIRE RATED ASSEMBLIES FIRE RESISTANT CONSTRUCTION WALL LEGENDE.U.E.W.XXXXEGRESS UNITSEGRESS WIDTHPROPOSED RATED ASSEMBLIES NOTE:1. EXISTING WALL CONSTRUCTION WITH A PRESUMED FIRE-RESISTANCE RATING OF THE TYPE INDICATED. THE ACTUAL CONDITIONS IN THE FIELD HAVE NOT BEEN VERIFIED TO CONFIRM COMPLIANCE. NEW PENETRATIONS SHALL BE CONSTRUCTED IN ACCORDANCE WITH UL LISTED THROUGH-PENETRATION FIRE STOP SYSTEMS FOR THE HOURLY RATING INDICATED. 2. WHERE THERE IS AN ACCESSIBLE CONCEALED FLOOR, FLOOR-CEILING, FIRE BARRIERS, FIRE PARTITIONS, SMOKE BARRIERS, SMOKE PARTITIONS OR ANY OTHER WALL REQUIRED TO HAVE PROTECTED OPENINGS OR PENETRATIONS SHALL BE IDENTIFIED WITH STENCILING IN THE CONCEALED SPACE. SUCH IDENTIFICATION SHALL:• BE LOCATED WITHIN 15 FEET OF THE END OF EACH WALL AND AT INTERVALLS NOT EXCEEDING 30 FEET MEASURED HORIZONTALLY ALONG THE WALL OR PARTITION.• INCLUDE LETTERING NOT LESS THAN 3" IN HEIGHT WITH A MINIMUM 3/8" STROKE IN CONTRASTING COLORS WHICH IDENTIFIES THE RATED WALL OR PARTITION TYPE. FIRE RESISTANCE RATING SCHEDULE FOR BUILDING ELEMENTSCONSTRUCTION CLASSIFICATION TYPE IIB.DESCRIPTIONFIRE RESISTANCE RATINGSTRUCTURAL FRAME INCLUDING COLUMNS, GIRDERS AND TRUSSES0 HR0 HR0 HRFLOOR CONSTRUCTION INCLUDING SUPPORTING BEAMS AND JOISTSROOF CONSTRUCTION INCLUDING SUPPORTING BEAMS AND JOISTS246 SFOFFICE414178 SFOFFICE416400CA419130 SFHALL400CB400UB1293 SFMECH400UA400UCROOFA.1BCDEFGHJKL7L.15.4T17T16T15T14T12T11T9T8T7T6TKTJTGTF449 SF401438 SF402239 SF4221110 SF400CA257 SF421438 SF403258 SF420258 SF419404 SF404406 SF406880 SF409257 SF418258 SF417257 SF416247 SF415400U184 SF400T400Z158 SF400CBSTAIR400S119 SF400E255 SF409A960 SF40060 SF405STAIR400SBBARD HALLTHURSTON HALLBARD HALLTHURSTON HALLKIMBALL HALLTHURSTON HALLKIMBALL HALLTHURSTON HALLFEFE435 SF407PROJECT WORK AREAEXISTING RESEARCH LABORATORY SPACE TO BE RECONFIGURED FOR OFFICE WORKSPACE FUNCTIONNORTHEEEXIST INTERIOR EXIT STAIRWAYEXIST INTERIOR EXIT STAIRWAYEXIST INTERIOR EXIT STAIRWAYSTAIR400SACPET = 34'-0"EATD = 64'-0"EATD = 90'-0"CPET = 30'-0"EDEHEPOCODE COMPLIANCE PLAN LEGENDEXIT. MAINTAIN OPERATIONAL AT ALL TIMES DURING CONSTRUCTIONEXIT DISCHARGEHORIZONTAL EXITEXTERIOR PROTECTIVE OPENINGEXIT SIGNINDICATES FIRE-RESISTANT WALL CONSTRUCTION OF VARIOUS TYPES AND HOURLY RATINGS. SEE FIRE-RESISTANT CONSTRUCTION WALL LEGEND.ALTERATION LEVEL 2:RECONFIGURATION OF EXISTING SPACE TO PROVIDE NEW FUNCTION AS LABELED. SEE DETAIL PLANS.SPECIFIC CODE INFORMATION NOTEPOINT OF ORIGINDECISION POINTCPET = X'-X"EATD = X'-X"COMMON PATH OF EGRESS TRAVELCPET = X'-X"EGRESS ACCESS TRAVEL DISTANCEEATD = X'-X" CODE COMPLIANCE GENERAL NOTESCODE 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.INTERIOR LOAD-BEARING PARTITIONS (NOT INDICATED BELOW) SHOULD BE BUILT WITH MATERIALS AND CONSTRUCTION IDENTICAL TO THOSE ASSEMBLIES WITH A 1-HR FIRE RESISTIVE RATING (I.E., BOARD TYPE AND FASTENER SPACING). OPENING PROTECTION (FIRE DOORS AND FIRE DAMPERS) AND THROUGH PENETRATION FIRE STOP SYSTEMS ARE NOT REQUIRED UNLESS SPECIFICALLY INDICATED OTHERWISE. XXX"EXIT CAPACITY (OCCUPANTS)CLEAR EXIT WIDTH (INCHES)EXIT LOADEDEXIT DISCHARGEFEFIRE EXTINGUISHERDFAUTOMATED EXTERNAL DEFIBRILLATORAUTOMATED EXTERNAL DEFIBRILLATORACCESSIBLE ENTRANCE, EXIT OR TOILET ROOMCODE COMPLIANCE PLAN GENERAL NOTES• 2020 INTERNATIONAL BUILDING CODE• 2020 INTERNATIONAL EXISTING BUILDING CODE• 2020 INTERNATIONAL FIRE CODE• 2020 INTERNATIONAL PLUMBING CODE• 2020 INTERNATIONAL MECHANICAL CODE• 2020 INTERNATIONAL FUEL GAS CODE• 2020 INTERNATIONAL ENERGY CONSERVATION CODE• NATIONAL ELECTRICAL CODE, NFPA 70, -2008 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.• 2013 ASHRAE 90.11. THE FOLLOWING BUILDING AND ACCESSIBILITY CODES AND STANDARDS ARE APPLICABLE TO THIS PROJECT:2. CODE 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.3. REFERENCE FCNYS CHAPTER 14 FOR FIRE SAFETY PROVISIONS DURING CONSTRUCTION, DEMOLITION AND ALTERATION OPERATIONS.BARDTHURSTONKIMBALLFOURTHTHIRDSECONDFIRSTBASEMENTSUB-BASEMENTGRADE LEVEL123123412312121211FULLY SPRINKLEREDFULLY SPRINKLEREDFULLY SPRINKLEREDThese 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:Revisions4/16/2021 2:22:02 PMBIM 360://21012.00 Cornell Thurston Hall 407 Reno/21012.00 Cornell Thurston Hall 407 Reno.rvt21012.00DMKSCode Compliance Plan-4th FloorDMKSYSG-001Bid DocumentsCORNELL UNIVERSITYThurston Hall 407 RenovationIthaca, NYApril 16, 2021CODE KEYPLAN3/32" = 1'-0"3Code Compliance Plan -4th FloorCONTROL AREA SECTIONAL DIAGRAM AB 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>ongue 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, mortarDetail no.Detail section cutDetail no.DRAWING NO.A-XXXXViewing directionAccessibilityAccessible unitV/HAUVisual / hearing accommodation unitMaterial symbolsArchitectural / Structural abbreviationsA-XXX1432Drawing no.Elevation no.GYPSUM BOARD / METAL STUD SERIES PARTITIONSLEGENDINDICATES 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 U419XX**A3INDICATES PARTITION TYPEINDICATES ADDITIONAL SOUND ATTENUATIONBLANKETS FOR ACOUSTICAL PURPOSES(REFER TO GENERAL PARTITION NOTES)AA. ALL STUD PARTITIONS NOT INDICATED WITH A PARTITION TYPE SHALL BE TYPE A3A.B. PARTITIONS WITH SOUND ATTENUATION BLANKETS:1. PROVIDE SOUND ATTENUATION BLANKETS IN ALL CAVITY SPACES IN WALL FULL HEIGHT2. THICKNESS OF BLANKETS IN STUD WALLS SHALL BE EQUAL TO THICKNESS OF CAVITY TO NEAREST 1/2", UNLESS INDICATED OTHERWISE3. PARTITIONS 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 SEALANT4. SEE WALL TYPE DESCRIPTIONS FOR CONDITIONS REQUIRING MINERAL FIBER SAFING INSULATION BATTSC. GYPSUM BOARD TO BE "TYPE X" UNLESS OTHERWISE NOTEDD. ALL PARTITIONS ARE TO BE TO THE UNDERSIDE OF DECK UNLESS OTHERWISE NOTEDE. DIMENSIONS SHOWN FOR EACH PARTITION DESCRIPTION INDICATE FACE-TO-FACE THICKNESS OF MATERIALS LISTED FOR THAT PARTITIONF. PROVIDE LISTED U.L. FIRE-RESISTANT JOINT ASSEMBLIES @ TOP OF ALL WALLS INDICATED TO BE FIRE-RESISTANT RATEDG. EQ (EQUIVALENT THICKNESS) STUDS SHALL NOT BE USED TO CONSTRUCT ANY FIRE-RESISTANT WALL CONSTRUCTION. ALL METAL STUDS USED IN THE CONSTRUCTION OF FIRE-RESISTANT-RATED WALL CONSTRUCTION SHALL HAVE MINIMUM STEEL BASE-METAL THICKNESS OF .03”(30MIL) UNLESS OTHERWISE INDICATED (EXCLUDING UL DESIGN DESCRIPTIONS).H. THE TOP OF ALL PARTITIONS FRAMED AGAINST THE UNDERSIDE OF STRUCTURES SHALL HAVE PROVISIONS FOR DEFLECTION & RESTRAINT SEE DETAIL 1/A-001I. PROVIDE CONTROL JOINTS IN GYPSUM BOARD WALLS & CEILINGS.FOR CEILINGS: •INSTALL CONTROL JOINT IN AREAS EXCEEDING 2500SF. •SPACE CONTROL JOINTS NOT MORE THAN 50 FEET O.C. •INSTALL CONTROL JOINTS WHERE CEILING FRAMING OR FURRING CHANGES DIRECTION.FOR PARTITIONS AND FURRING: •INSTALL CONTROL JOINTS IN PARTITIONS AND WALL FURRING RUNS EXCEEDING 30FT. •SPACE CONTROL JOINTS NOT MORE THAN 30 FT O.C. •INSTALL CONTROL JOINTS IN FURRED ASSEMBLIES WHERE JOINTS OCCUR IN BASE SUBSTRATE OF EXTERIOR WALLS.CONTROL JOINTS IN FIRE-RESISTANT CONSTRUCTION REQUIRE FIRE-RATED JOINT SYSTEMS OR SPECIAL DETAILING. SEE DETAIL 2/A-001.J. 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 JAMBK. REFER TO CODE COMPLIANCE PLANS FOR PARTITION FIRE RESISTANCE RATINGS.L. 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.GENERAL PARTITION NOTES:GENERAL NOTES:1. ALL GENERAL NOTES PERTAIN TO ALL ARCHITECTURAL (A-SERIES) DRAWINGS IN THIS SET2. WHERE 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".3. PROVIDE CONCEALED STEEL STUD BLOCKING OR 2" x 18 GA CONTINUOUS STEEL STRAPPINGATTACHED 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 SCOPE4. FLOOR FINISH TRANSITIONS/CHANGES SHALL OCCUR BELOW THE DOOR5. DIMENSIONS 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 THICKNESS6. ALL EXISTING DIMENSIONS ARE APPROXIMATE AND FOR CONTRACTORS VERIFICATIONS. IFDISCREPANCIES ARISE, NOTIFY THE ARCHITECT (AND/OR CONSTRUCTION MANAGER) PRIORTO PROCEEDING WITH THE WORK THAT MAY BE EFFECTED BY THE DIMENSION CHANGE7. EVERY ATTEMPT HAS BEEN MADE TO INDICATE PERTINENT EXISTING UTILITIES AND CONDITIONSAS ACCURATELY AS POSSIBLE FROM EXISTING SURVEYS, DRAWINGS AND OTHER DATA. PRIORTO THE BID OPENING, CONTRACTORS SHALL WALK THE JOB SITE AND SATISFY THEMSELVESTO EXISTING CONDITIONS. THE ARCHITECT SHALL BE CONSULTED WHEN ANY QUESTIONARISES RELATIVE TO MATERIALS NOT SPECIFICALLY SHOWN OR SPECIFIED8. ALL 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 WORK9. PENETRATIONS THROUGH FIRE-RESISTANT CONSTRUCTION SHALL BE BUILT IN ACCORDANCEWITH U.L. LISTED THROUGH-PENETRATION FIRESTOP SYSTEMS. SEE CODE COMPLIANCE PLANFOR PARTITION LOCATIONS. PENETRATIONS THROUGH NON FIRE-RESISTANT RATEDHORIZONTAL ASSEMBLIES, NOT PROTECTED BY A SHAFT ENCLOSURE, SHALL HAVE ITSANNULAR SPACE FILLED WITH NON-COMBUSTIBLE MATERIAL TO PREVENT THE PASSAGE OFFLAME, SMOKE FUMES, AND HOT GASES. NON-COMBUSTIBLE PENETRATING ITEMS SHALL NOTPENETRATE MORE THAN 3 FLOOR ASSEMBLIES. COMBUSTIBLE PENETRATING ITEMS SHALL NOTPENETRATE MORE THAN 1 FLOOR ASSEMBLYREFER TO CODE COMPLIANCE PLAN(S) FOR PARTITIONS REQUIRED TO BE FIRE-RESISTANT-RATED CONSTRUCTION.A3SCOPE SUMMARY AND BID ALTERNATESPROJECT INTENT:THE PURPOSE OF THIS LEVEL 2 ALTERATION IS TO RECONFIGURE EXISTING RESEARCH LABORATORY SPACE FOR AN OFFICE WORKSPACE FUNCTION. ALTERNATE #1:PROVIDE CASEWORK IN ROOM 409 INCLUDING PLAM BASE AND WALL CABINETS, SOLID SURFACE COUNTERTOP AND ADA ACCESSIBLE SINK. REFER TO SHEET A-111, A-601, A-602, P-101, P-500. ALTERNATE #2:PREP AND PAINT EXISTING WINDOW FRAMES WITHIN WORK AREA AS INDICATED ON DRAWINGS. REFER TO SHEET A-111.REFER TO SPECIFICATION 'SECTION 01 23 00 -ALTERNATES' FOR ADDITIONAL INFORMATION.EXISTING STRUCTURAL STEEL FRAMINGSCREW 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 ELEVATIONPACKING 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:Revisions4/16/2021 2:21:52 PMBIM 360://21012.00 Cornell Thurston Hall 407 Reno/21012.00 Cornell Thurston Hall 407 Reno.rvt21012.00DMKSGeneral Notes andLegendsDMKSDMKSA-001Bid DocumentsCORNELL UNIVERSITYThurston Hall 407 RenovationIthaca, NYApril 16, 20213" = 1'-0"1Partition Deflection Detail FEFET11T9T8T7T6TKTJTJ2TH2112322EXIST RADIATOR TO REMAIN. PROVIDE TEMPORARY PROTECTION DURING DEMOLITION AND CONSTRUCTION. TYP OF (3)EXIST RADIATOR TO REMAIN. PROVIDE TEMPORARY PROTECTION DURING DEMOLITION AND CONSTRUCTION. TYP OF (1)45ROOM 407 (EXISTING)ROOM 407A (EXISTING)6EXIST UTILITIES TO REMAIN, REFER TO MEP DRAWINGS FOR REMOVALS668766699991011117121. EVERY 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.2. ALL EXISTING WORK (CEILING, FLOORS, WALLS, FINISHES, ETC.), BOTH IN AND OUT OF WORK AREA, 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.3. 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.4. "REMOVE" IS DEFINED AS: DETACH ITEMS FROM EXISTING CONSTRUCTION AND DISPOSE OF THEM OFF-SITE UNLESS INDICATED TO BE SALVAGED OR REINSTALLED.5. DASHED LINES INDICATE ITEMS TO BE REMOVED.6. REFER TO MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR DEMOLITION OF THOSE ITEMS.7. DEMOLITION WORK SHALL INCLUDE THE REMOVAL OF ALL ITEMS INDICATED TO BE REMOVED AND/OR SALVAGED. WORK SHALL ALSO INCLUDE REMOVAL OF ALL MINOR SUPPORTS, BRACKETS, FASTENERS, CONDUITS, PIPING, AND SIMILAR ITEMS WHICH ARE NOT INDICATED TO REMAIN.8. ALL EXIST FIRE EXTINGUISHERS TO REMAIN. 9. INFILL ALL OPENINGS IN FLOOR ASSEMBLY FOLLOWING REMOVAL OF PARTITIONS AND MECHANICAL, ELECTRICAL AND PLUMBING ASSEMBLIES. MAINTAIN FIRE RESISTANCE RATING AT FLOOR ASSEMBLY.DEMOLITION GENERAL NOTEST11T9T8T7T6TKTJ2TH219' -0"OSSOSSEM18' -10"18' -10"OSSSOSOSEM47ROOM 407 (EXISTING)ROOM 407A (EXISTING)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:Revisions4/16/2021 2:21:55 PMBIM 360://21012.00 Cornell Thurston Hall 407 Reno/21012.00 Cornell Thurston Hall 407 Reno.rvt21012.00DMKSEnlarged DemolitionPlan & RCP -4th FloorDMKSYS/DMKSA-101Bid DocumentsCORNELL UNIVERSITYThurston Hall 407 RenovationIthaca, NYApril 16, 20211/4" = 1'-0"1Demolition Plan -4th Floor Enlarged*SHOWN ASON PLANDEMOLITION NOTESNO.DESCRIPTION1REMOVE FUME HOOD AND ASSOCIATED COMPONENTS.2REMOVE AND SALVAGE LABORATORY CASEWORK (METAL CABINETS, EPOXYCOUNTERTOPS AND ASSOCIATED HARDWARE). CONTRACTOR SHALL TURN OVERCASEWORK TO OWNER AT BUILDING LOADING DOCK. COORDINATE TURNOVER WITHOWNER'S REPRESENTATIVE.3REMOVE EPOXY SINK AND ASSOCIATED PLUMBING FIXTURES. REFER TO PLUMBINGDRAWINGS FOR DETAILS.4REMOVE CEILING MOUNTED SNORKEL EXHAUST EQUIPMENT AND ASSOCIATEDCOMPONENTS. TURN OVER TO OWNER.5REMOVE WALL MOUNTED SHELVING AND ASSOCIATED HARDWARE. TURN OVER TOOWNER. PATCH AND REPAIR WALL.6REMOVE RESILIENT WALL BASE. EXIST PAINTED STEEL BASE TO REMAIN, PREP FORSCHEDULED WALL BASE.7REMOVE ACOUSTICAL CEILING TILE ASSEMBLY INCLUDING TILE, GRID, ANDASSOCIATED COMPONENTS. PROVIDE TEMPORARY SUPPORT FOR ITEMS SHOWN TOREMAIN. REFER TO MECHANICAL, ELECTRICAL DRAWINGS FOR REMOVALS SCOPE ANDITEMS TO BE SALVAGED AND/OR REINSTALLED.8REMOVE CEILING MOUNTED CURTAIN TRACK.9REMOVE WINDOW TREATMENTS & ASSOCIATED COMPONENTS. EXIST BLACKOUTSHADES & ASSOCIATED COMPONENTS TO REMAIN. PATCH REMAINING HOLES INWINDOW FRAMING WITH COLOR MATCHED SEALANT AND PREP FOR SCHEDULEDWINDOW TREATMENTS.10REMOVE AND SALVAGE FLOOR MOUNTED DOOR STOP FOR REINSTALLATIONFOLLOWING FLOORING INSTALLATION.11REMOVE WALL MOUNTED FIRE BLANKET KIT AND TURN OVER TO OWNER.12REMOVE CARPET AND PAD, PREP FOR SCHEDULED FLOORING.NORTH1/4" = 1'-0"2Demolition RCP -4th Floor EnlargedNORTH FEFET11T9T8T7T6TKTJTJ2TH2880 SF409255 SF409A435 SF407AA3A-60112A-6013A-60112333ALIGN CENTER OF PARTITION WITH CENTER OF GRID LINE T944455511168"6' - 0"2' - 0"777788888888889910111A-001T11T9T8T7T6TKTJ2TH2OSSOSSEM407409409AOSSSOSOSEM44418' -10"18' -10"18' -10"REFLECTED CEILING PLAN LEGENDEXIST SUSPENDED ACOUSTIC CEILING TILE (ACT 2' X 2' GRID)SOSEMEXIST EMERGENCY STROBE LIGHTEXIST OCCUPANCY SENSOREXIST SMOKE DETECTORSUPPLY DIFFUSER, REFER TO MECHANICAL DRAWINGSRETURN AIR REGISTER, REFER TO MECHANICAL DRAWINGSEXIST 2' X 4' LIGHT FIXTURE REFER TO ELECTRICAL DRAWINGSEXIST SPRINKLER HEAD#CEILING TYPE -NEW CEILINGHEIGHT AFFX' -X"E#CEILING TYPE -EXISTING CEILINGHEIGHT AFF -VERIFY IN FIELDX' -X"E11PROVIDE SUSPENDED ACOUSTIC CEILING TILE (ACT 2' X 2' GRID)EXIST DIFFUSER TO REMAIN, REFER TO MECHANICAL DRAWINGST11T9T8T7T6TJSOS306306A307SE18' -10"E18' -10"E18' -10"NOTE:3RD FLOOR RCP SHOWN FOR INFORMATION ONLY. REFER TO MEP DRAWINGS FOR SCOPE IMPACTING SPACES BELOW WORK AREA.T11T9T8T7T6306306A307300S300ENOTE:3RD FLOOR PLAN SHOWN FOR INFORMATION ONLY. REFER TO MEP DRAWINGS FOR SCOPE IMPACTING SPACES BELOW WORK AREA.1/4" = 1'-0"1Enlarged Floor Plan -4th Floor1/4" = 1'-0"2Enlarged RCP -4th Floor1/8" = 1'-0"4Enlarged RCP -3rd Floor1/8" = 1'-0"3Enlarged Floor Plan -3rd FloorNORTHNORTHNORTHNORTH*SHOWN ASON PLANKEY NOTESNO.DESCRIPTION1CLEAN, PREP, PAINT EXIST FIN TUBE COVER TO MATCH WALL COLOR.2ALTERNATE #1: PROVIDE PLAM CASEWORK WITH SOLID SURFACECOUNTERTOP AND SINK. REFER TO PLUMBING DRAWINGS.3PREP EXIST FLOOR. PROVIDE FINISH FLOORING AND RESILIENT WALLBASE AS SCHEDULED4PROVIDE ACOUSTICAL CEILING TILE SYSTEM AS SCHEDULEDINCLUDING TILE, GRID, TRIM AND ASSOCIATED COMPONENTS.5PREP AND PAINT WALLS AS SCHEDULED INCLUDING EXIST SURFACEMOUNTED UTILITIES; CONDUITS, RACEWAY, PIPING.6REINSTALL EXIST FLOOR MOUNTED DOOR STOP TO PREVENT DOORSWING CONFLICT AT EXIST EXPOSED PIPING.7ALTERNATE #2: PREP AND PAINT EXIST WINDOW FRAMES ASSCHEDULED.8PROVIDE WINDOW TREATMENTS AS SCHEDULED.9PATCH EXIST FLOOR PENETRATION FOLLOWING PLUMBINGREMOVALS. PREP FOR SCHEDULED FINISH FLOORING.10PROVIDE OPENING IN EXIST CONC FLOOR FOR PROPOSED PLUMBINGPENETRATION. REFER TO PLUMBING DRAWINGS.11PROVIDE OPENING IN EXIST 6" CMU PARTITION FOR PROPOSED 10"DIA DUCT. PATCH AND REPAIR WALL FOLLOWING MECHANICALINSTALLATION TO MAINTAIN EXIST WALL CONTINUITY ABOVE CEILING.REFER TO MECHANICAL DRAWINGS.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:Revisions4/16/2021 2:21:58 PMBIM 360://21012.00 Cornell Thurston Hall 407 Reno/21012.00 Cornell Thurston Hall 407 Reno.rvt21012.00DMKSEnlarged Floor Plan &RCP -4th FloorDMKSYSA-111Bid DocumentsCORNELL UNIVERSITYThurston Hall 407 RenovationIthaca, NYApril 16, 2021 3' - 0"3' - 0"2' - 10"1' - 8"2' - 6"7' - 0"FINISHED END PANEL, PLAM-1, TYP.SS-1 COUNTERTOP, BACKSPLASHPLAM-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-1RB-1 TO RUN AT WALL BELOW ADA SINK BASE3' - 0"3' - 0"RB-1 EXIST STEEL COLUMN2' - 0"PROVIDE FINISHED END PANEL AT ALL EXPOSED SIDES (TYP)NOTE:NEW CASEWORK IN RM 409 TO BE BID AS ALTERNATE #1.1/2" 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 WALLSCHEDULED 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' - 1"5 1/2"1 1/2"9" MINREMOVABLE PLAM FRONT PANEL W/ (2) BALL CATCHES @ EA. END3/4" PLAM BACKCLEAR2' - 3" MINMIN8"1"MAX6"CLEAR1' - 0"WIRE PULL, BRUSHED ALUMINUM FINISHWALL CABINET, WHERE INDICATED ON ELEVATIONS(1) ADJ SHELFLINE BORING, TYPBLOCKING, TYP.2' - 0"2' - 2"7' - 0"DOOR6" HIGH DRAWERADJUSTABLE SHELFWOODBLOCKINGSCHEDULED BASEFINISHEDFLOORWIRE PULL BRUSHEDALUMINUM FINISH4"4 1/2"2"2' - 1"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 WALLWIRE PULL, BRUSHED ALUMINUM FINISHWALL CABINET(2) ADJ SHELVESLINE BORING, TYPBLOCKING, TYP.CLEAR1' - 0"7' - 0"2' - 6"1' - 8"2' - 10"A. 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.B. FLOORING TO RUN BENEATH ANY OPEN SPACES IN ROOMS, INCLUDING ADA CABINETS & APPLIANCES C. IN THE ROOM FINISH SCHEDULE -IN ANY ROW OR COLUMN "-" or "ETR" INDICATES THERE ARE NO CHANGES OR NEW FINISHES, EXISTING TO REMAIND. PAINT 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. E. DO NOT PAINT OPERATIONAL COMPONENTS OF SYSTEMS INCLUDING BUT NOT LIMITED TO SPRINKLER HEADS, FIRE, SMOKE, OR HEAT DETECTORS.F. PROVIDE TRANSITION STRIPS BETWEEN DIFFERENT FLOOR MATERIALS AS INDICATED ON SCHEDULE.G. WHERE TRANSITIONS OCCUR AT DOORWAYS, CENTER TRANSITION BENEATH DOOR.H. 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.I. ALL GYPSUM BOARD CEILINGS TO BE FLAT FINISH UNLESS OTHERWISE NOTEDJ. ALL PAINTED VERTICAL SURFACES (WALLS, SOFFITS, COLUMNS, ETC ) TO BE AN EGGSHELL FINISH UNLESS OTHERWISE NOTED.GENERAL NOTES -FINISHESFINISH LEGENDSECTION 06 41 16 -PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETSPLASTIC LAMINATE CASEWORK & COUNTERTOPS (PLAM)PLAM-1WILSONART -COLOR: TBD FROM MANUFACTERER'S FULL RANGE. 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-1ULTIMA ITEM NO 1910; ARMSTRONG WORLD INDUSTRIES, INC, SQUARE LAY IN MINERAL FIBER TILE, PATTERN: E (LIGHTLY TEXTURED), TYPE: IV, SIZE: 24" X 24", COLOR: WHITE. SECTION 09 68 00 -CARPETINGCARPET TILECPT-1CUBIC; INTERFACE INC, TUFTED TEXTURE LOOP CARPET TILE, SIZE: MODULAR 50 CM x 50 CM, COLOR: TBD FROM MANUFACTURER'S FULL RANGE. TRANSITION STRIP (TS)TS-1TARKETT, WHEELED TRAFFIC TRANSITION, CTA-XX-JL, COLOR: TBD FROM MANUFACTURER'S FULL RANGE (CPT TO EXISTING RESILIENT SHEET).SECTION 09 65 13 -RESILIENT BASE AND ACCESSORIESRUBBER BASE (RB)RB-1JOHNSONITE, RUBBER BASE, 4" H, COVE TOE BASE, COLOR: TBD FROM MANUFACTURER'S FULL RANGE.SECTION 09 91 23 -INTERIOR PAINTINGPAINT (PT)-ALL DOORS, FRAMES AND TRIM: SEMI-GLOSS-CEILINGS: FLAT, AT EXPOSED CEILING USE DRYFALL PAINT.-ALL PAINTED VERTICAL SURFACES (WALLS, SOFFITS, COLUMNS, ETC): EGGSHELLPT-1SHERWIN WILLIAMS, COLOR: EIDER WHITE, FINISH: INTERIOR SATIN (GENERAL)PT-2SHERWIN WILLIAMS, COLOR: GAUNTLET GRAY, FINISH: SEMI-GLOSS (DOOR &FRAMES, WHERE INDICATED TO BE SPLIT FINISH USE AT DOORS AND FRAME ROOM 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: TBD FROM MANUFACTURER'S FULL RANGE.SECTION 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 REMARKSTS-1, TARKETT WHEELED TRAFFIC TRANSITION, 1/8" TO 1/4" CTA-XX-JLEXISTING RESILIENT SHEET1/8"CARPET TILE, TAPER WITH LEVELING COMPOUND3 13/16"END OF WHEELED TRANSITION TO COVER EDGE OF RESILIENT SHEETCPT TO TRANSITION BENEATH DOOR PANEL, START WHEELED TRANSITIONWALL/ DOOR FRAME BEYONDDOOR EXISTING VCT FLOORING TO REMAINCORRIDOROFFICE3 1/2"3 1/2"0003/8"1/2"3/4"3/4'' LETTERING (WHITE)CENTER ON SIGNBRAILLECOLOR: TBDEQEQEQEQTYP.60" TO TOP OF SIGNSINGLE DOORMIN9"1/4" = 1'-0"1Interior Elevation Rm 4093/4" = 1'-0"2Section -Sink3/4" = 1'-0"3Section -CaseworkROOM FINISH SCHEDULEROOMNUMBERFLOORBASEWALLCEILINGFINISHNOTESROOMNUMBERMATERIAL/ FINISHMATERIAL/FINISHNORTHSOUTHEASTWESTMATERIALFINISHMATERIALFINISHMATERIALFINISHMATERIALFINISHFOURTH FLOOR407CPT-1RB-1ETRPT-1ETRPT-1GYP BDPT-1ETRPT-1ACT-1407409CPT-1RB-1ETRPT-1ETRPT-1ETRPT-1GYP BDPT-1ACT-1409409ACPT-1RB-1ETRPT-1ETRPT-1ETRPT-1ETRPT-1ACT-1409A6" = 1'-0"4Transition TS-1 Existing Resilient Sheet to CPT1 1/2" = 1'-0"5Typical Room Signage Type1/4" = 1'-0"6Singage Mounting TypesThese 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:Revisions4/16/2021 2:21:58 PMBIM 360://21012.00 Cornell Thurston Hall 407 Reno/21012.00 Cornell Thurston Hall 407 Reno.rvt21012.00DMKSElevations, Details andSchedulesDMKSYSA-601Bid DocumentsCORNELL UNIVERSITYThurston Hall 407 RenovationIthaca, NYApril 16, 2021 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 09 51 13 ACOUSTICAL PANEL CEILINGSSECTION 09 65 13 RESILIENT BASE AND ACCESSORIESSECTION 09 68 13 TILE CARPETINGSECTION 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 NUMBERINDICATED 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,B. HYDRAULIC-CEMENT-BASED FORMULATION PROVIDED OR APPROVED BYCARPET TILE MANUFACTURER FOR APPLICATIONS INDICATED.C. ADHESIVES: WATER-RESISTANT, MILDEW-RESISTANT, NONSTAINING TYPERECOMMENDED BY CARPET TILE AND ADHESIVE MANUFACTURERS TO SUITFLOOR TILE AND SUBSTRATE CONDITIONS INDICATED.3. INSTALLATION:A. PREPARE SUBSTRATES ACCORDING TO CARPET TILE MANUFACTURER'SWRITTEN INSTRUCTIONS TO ENSURE ADHESION OF CARPET TILE.B. CONCRETE SUBSTRATES: PREPARE ACCORDING TO ASTM F710.C. FILL CRACKS, HOLES, AND DEPRESSIONS IN SUBSTRATES WITHTROWELABLE LEVELING AND PATCHING COMPOUND; REMOVE BUMPS ANDRIDGES TO PRODUCE A UNIFORM AND SMOOTH SUBSTRATE.D. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS FOR INSTALLINGCARPET TILE.E. COVER FLOOR SUBJECT TO WEAR AND FOOT TRAFFIC TILE UNTILSUBSTANTIAL 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 MAINTAINRATINGS 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 THEWORK, FINISH TO PRODUCE SMOOTH, UNIFORM SURFACES THAT ARE FLUSH WITH ADJOINING FINISHES.E. FM APPROVAL: SUBMIT CERTIFICATE OF COMPLIANCE ISSUED BY FM GLOBAL FOR FIRESTOPPING MATERIALS.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:Revisions4/16/2021 2:21:59 PMBIM 360://21012.00 Cornell Thurston Hall 407 Reno/21012.00 Cornell Thurston Hall 407 Reno.rvt21012.00DMKSSpecificationsDMKSYSA-602Bid DocumentsCORNELL UNIVERSITYThurston Hall 407 RenovationIthaca, NYApril 16, 2021 FEFE FEFE T11 T9 T8 T7 T6 TK TK TJ TJ2 TH2 409407 400E 400S 409A EXISTING SPRINKLER HEAD (TYP.) 1 1 1 1 1 1 EXISTING SPRINKLER PIPING ABOVE CEILING (TYP.) T11 T9 T8 T7 T6 TK TK TJ TJ2 TH2 EXISTING SPRINKLER HEAD (TYP.) 1 1 1 1 1 1 EXISTING SPRINKLER PIPING ABOVE CEILING (TYP.) VERIFY SCALE BAR IS ONE (1) INCH LONG ON ORIGINAL DRAWING: IF BAR IS NOT ONE (1) INCH LONG, ADJUST SCALE ACCORDINGLY 0 1 145 Culver Road, Suite 200 Rochester, NY 14620 Telephone 585 427 8888 Facsimile 585 427 8914 www.erdmananthony.com 145 Culver Road Suite 200 Rochester, NY 14620 Telephone 585 427 8888 www.erdmananthony.com 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: Revisions4/16/2021 4:19:58 PMC:\Users\monom\Documents\Revit 2020\Thurston_MEP-Central_R20_monomCVV2R.rvt21012.00 JB FIRE PROTECTION PLANS AK FP-101 Bid Documents CORNELL UNIVERSITY Cornell Thurston Hall Lab 407 Reno Ithaca, NY April 16, 2021 1/4" = 1'-0" 2 FOURTH FLOOR FIRE PROTECTION PLAN KEYED NOTES: 1. RELOCATE EXISTING SPRINKLER HEAD TO LOCATION SHOWN TO ACCOMMODATE NEW CEILING AND LIGHT FIXTURE LOCATIONS. # GENERAL NOTES: A. UNLESS NOTED OTHERWISE, ALL EXISTING SPRINKLER HEAD LOCATIONS AND SPACING SHALL REMAIN UNCHANGED. 1/4" = 1'-0"1 FOURTH FLOOR FIRE PROTECTION PLAN - DEMO KEYED NOTES: 1. TEMPORARILY REMOVE EXISTING SPRINKLER HEAD AND ESCUTCHEON TO ACCOMMODATE CEILING REVISIONS. EXISTING SPRINKLER HEAD IS FED WITH FLEXIBLE BRAIDED HOSING AND SHALL REMAIN CONNECTED TO EXISTING FIRE PROTECTION LINES THROUGHOUT CONSTRUCTION. PROVIDE NEW ESCUTHCHEONS IN NEW CEILING. # 04/16/21 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 OR CONFORM TO ADA STANDARDS. 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 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. DEMOLITION 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 BF BLIND FLANGE BFF BELOW FINISH FLOOR BS BIRDSCREEN BDD BACKDRAFT DAMPER BT BATHTUB BTU BRITISH THERMAL UNIT BTUH BRITISH THERMAL UNITS PER HOUR BHP BRAKE HORSEPOWER CCO CEILING CLEANOUT CFM CUBIC FEET PER MINUTE CI CAST IRON CLG CEILING CO CLEANOUT CONN CONNECTION CONT CONTINUATION COP COEFFICIENT OF PERFORMANCE CPVC CHLOROL POLYVINYL CHLORIDE CU CONDENSING UNIT CU FT CUBIC FEET CU IN CUBIC INCH CW COLD WATER CX COMMISSIONING AGENT OR AUTHORITY °C DEGREES CELSIUS °F DEGREES FAHRENHEIT ø DIAMETER D DRYER, APPLIANCE DB DRY BULB DBP DOMESTIC BOOSTER PUMP DEMO DEMOLITION DF DRINKING FOUNTAIN DHRP DOMESTIC HOT WATER RETURN PUMP DIR DIRECT DN DOWN DCW DOMESTIC COLD WATER DCWS DOMESTIC COLD WATER SYSTEM DHW DOMESTIC HOT WATER DHWS DOMESTIC HOT WATER SYSTEM DHC DOMESTIC HOT WATER RECIRCULATION DHCS DOMESTIC HOT WATER RECIRCULATION SYSTEM DP DOMESTIC PUMP DR DRAIN DWG DRAWING DW DISTILLED WATER DWH DOMESTIC WATER HEATER DX DIRECT EXPANSION (E)EXISTING E/A EXHAUST AIR EAT ENTERING AIR TEMPERATURE EC ELECTRICAL CONTRACTOR EER ENERGY EFFICIENCY RATIO EFF EFFICIENCY ELEV ELEVATION ELEV ELEVATOR EQUIP EQUIPMENT 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 FCO FLOOR CLEANOUT 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 FEET PER SECOND FPS FIRE PROTECTION SYSTEM FS FLOOR SINK FT FEET OR FOOT FT LB FOOT POUND GA GAUGE GAL GALLONS GALV GALVANIZED GC GENERAL CONTRACTOR GCO GRADE CLEANOUT GI GREASE INTERCEPTOR GPH GALLONS PER HOUR GPM GALLONS PER MINUTE GWH GAS WATER HEATER H HUMIDITY HB HOSE BIBB HC HEATING CONTRACTOR HD HEAD HGT HEIGHT HP HORSEPOWER PLUMBING ABBREVIATIONS HR HOUR(S) HUM HUMIDIFIER HW HOT WATER HZ HERTZ IBC INTERNATIONAL BUILDING CODE ID INSIDE DIAMETER IFGC INTERNATIONAL FUEL GAS CODE IN INCHES IN WC INCHES WATER COLUMN INV INVERT IN WG INCHES WATER GAGE IPC INTERNATIONAL PLUMBING CODE IW INDIRECT WASTE JC JANITORS CLOSET JS JANITORS SINK KW KILOWATT KWH KILOWATT HOUR LxWxD LENGTH x WIDTH x DEPTH LAT LEAVING AIR TEMPERATURE L LAVATORY LAV LAVATORY LBS POUNDS LF LINEAR FEET LD LINEAR DIFFUSER LPG LIQUID PROPANE GAS 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 MFR MANUFACTURER MIN MINIMUM MR MOP RECEPTOR MS MOP SINK MTD MOUNTED N/A NOT APPLICABLE NC NORMALLY CLOSED NEC NATIONAL ELECTRIC CODE NFPA NATIONAL FIRE PROTECTION ASSOCIATION NIC NOT IN CONTRACT NG NATURAL GAS NO NORMALLY OPEN NP NON-POTABLE NTS NOT TO SCALE O/A OUTSIDE AIR OD OUTSIDE DIAMETER OD 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 SATC SUSPENDED ACOUSTICAL TILE CEILING SF SQUARE FEET S/FD SMOKE/FIRE DAMPER SH SHOWER SI SOLIDS INTERCEPTOR SK SINK SMACNA SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION SSK SERVICE SINK SST STAINLESS STEEL 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 VAC VACUUM 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 WCO WALL CLEANOUT WH WALL HYDRANT WHA WATER HAMMER ARRESTOR WPD WATER PRESSURE DROP YCO YARD CLEANOUT YD YARD DRAIN YH YARD HYDRANT PLUMBING SYMBOL LEGEND CONNECT TO EXISTING 1 A101 REFERENCE DRAWING 1 A101 DETAIL NUMBER DIRECTION INDICATOR DISCONNECT EXISTING FLOW ARROW DETAIL DESIGNATION SECTION DESIGNATION REFERENCE DRAWING DETAIL NUMBER GATE VALVE PLAN VIEW PRESSURE REGULATING VALVE BUTTERFLY VALVE BALL VALVE CHECK VALVE BACKFLOW PREVENTER GLOBE VALVE PLUG VALVE BALANCING VALVE PRESSURE RELIEF VALVE STRAINER DOUBLE LINE SANITARY VENTV 2-WAY VALVE 3-WAY VALVE MIXING VALVE FLOW SWITCH PRESSURE SWITCH WATER HAMMER ARRESTOR THERMOMETER PRESSURE GAUGE AUTOMATIC AIR VENT UNION PIPE CAP SOLENOID VALVE TRIPLE DUTY VALVE CIRCULATING PUMP ROOF DRAIN FLOOR DRAIN FLOOR SINK FLOOR CLEANOUT PIPE BREAK TEMPERED WATER NON-POTABLE WATER DOMESTIC HOT WATER RECIRCULATION DOMESTIC HOT WATER DOMESTIC COLD WATERDCW EXISTING (LIGHT SOLID LINE)EX DEMO (DASHED HEAVY LINE)DEMO NATURAL GAS LIQUID PROPANE GAS STORM DRAIN OVERFLOW STORM DRAINSD DHW DHCR NPW TW SAN OSD G LPG VENTURI FLOW METER PLAN VIEW PIPE ANCHOR PIPE GUIDE DOUBLE LINE FLANGED CONNECTION NON-FREEZE WALL HYDRANT HOSE BIBB EXPANSION LOOP COMPRESSED AIRCA METER FLEXIBLE PIPE CONNECTION PIPE DROP WALL CLEANOUT PIPE UP CONCENTRIC INCREASER/REDUCER ECCENTRIC INCREASER/REDUCER P D VERIFY SCALE BAR IS ONE (1) INCH LONG ON ORIGINAL DRAWING: IF BAR IS NOT ONE (1) INCH LONG, ADJUST SCALE ACCORDINGLY 0 1 145 Culver Road, Suite 200 Rochester, NY 14620 Telephone 585 427 8888 Facsimile 585 427 8914 www.erdmananthony.com 145 Culver Road Suite 200 Rochester, NY 14620 Telephone 585 427 8888 www.erdmananthony.com 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: Revisions4/16/2021 4:20:01 PMC:\Users\monom\Documents\Revit 2020\Thurston_MEP-Central_R20_monomCVV2R.rvt21012.00 JB PLUMBING SYMBOLS, NOTES & ABBREVIATIONS AK P-000 Bid Documents CORNELL UNIVERSITY Cornell Thurston Hall Lab 407 Reno Ithaca, NY April 16, 2021 04/16/21 B. ABOVE GROUND WASTE & VENT PIPING: 1. HUBLESS, CAST-IRON SOIL PIPE AND FITTINGS a. PIPE AND FITTINGS: ASTM A 888 OR CISPI 301 b. HEAVY-DUTY, HUBLESS-PIPING COUPLINGS: ASTM C 1277 AND ASTM C 1540, STAINLESS-STEEL SHIELD WITH STAINLESS-STEEL BANDS AND TIGHTENING DEVICES; AND ASTM C 564, RUBBER SLEEVE WITH INTEGRAL, CENTER PIPE STOP. 2. PVC PIPE AND FITTINGS a. SOLID-WALL PVC PIPE: ASTM D 2665, DRAIN, WASTE, AND VENT. b. PVC SOCKET FITTINGS: ASTM D 2665, MADE TO ASTM D 3311, DRAIN, WASTE, AND VENT PATTERNS AND TO FIT SCHEDULE 40 PIPE. c. ADHESIVE PRIMER: ASTM F 656. d. ADHESIVE PRIMER: ASTM F 656. C. ESCUTCHEONS: 1. SPLIT-PLATE, STAMPED-STEEL TYPE: WITH CHROME-PLATED FINISH, CONCEALED HINGE, AND SPRING-CLIP FASTENERS. INSTALL ESCUTCHEONS FOR PIPING PENETRATIONS OF WALLS, CEILINGS, AND FINISHED FLOORS. INSTALL ESCUTCHEONS WITH ID TO CLOSELY FIT AROUND PIPE, TUBE, AND INSULATION OF INSULATED PIPING AND WITH OD THAT COMPLETELY COVERS OPENING. PART 3 - EXECUTION A. PIPING INSTALLATION: 9. DRAWING PLANS, SCHEMATICS, AND DIAGRAMS INDICATE GENERAL LOCATION AND ARRANGEMENT OF DOMESTIC WATER PIPING. INDICATED LOCATIONS AND ARRANGEMENTS ARE USED TO SIZE PIPE AND CALCULATE FRICTION LOSS, EXPANSION, AND OTHER DESIGN CONSIDERATIONS. INSTALL PIPING AS INDICATED UNLESS DEVIATIONS TO LAYOUT ARE APPROVED ON COORDINATION DRAWINGS. 10. INSTALL DOMESTIC WATER PIPING LEVEL AND PLUMB. INSTALL PIPING FREE OF SAGS AND BENDS. INSTALL PIPING TO ALLOW APPLICATION OF INSULATION. 11. INSTALL DRAIN PIPING AT INDICATED SLOPES. INSTALL PIPING FREE OF SAGS AND BENDS. INSTALL PIPING TO ALLOW APPLICATION OF INSULATION. 12. INSTALL PIPING CONCEALED FROM VIEW AND PROTECTED FROM PHYSICAL CONTACT BY BUILDING OCCUPANTS UNLESS OTHERWISE INDICATED AND EXCEPT IN EQUIPMENT ROOMS AND SERVICE AREAS. 13. INSTALL PIPING INDICATED TO BE EXPOSED AND PIPING IN EQUIPMENT ROOMS AND SERVICE AREAS AT RIGHT ANGLES OR PARALLEL TO BUILDING WALLS. DIAGONAL RUNS ARE PROHIBITED UNLESS SPECIFICALLY INDICATED OTHERWISE. 14. INSTALL PIPING ABOVE ACCESSIBLE CEILINGS TO ALLOW SUFFICIENT SPACE FOR CEILING PANEL REMOVAL, AND COORDINATE WITH OTHER SERVICES OCCUPYING THAT SPACE. 15. INSTALL PIPING TO PERMIT VALVE SERVICING. 16. INSTALL NIPPLES, UNIONS, SPECIAL FITTINGS, AND VALVES WITH PRESSURE RATINGS THE SAME AS OR HIGHER THAN THE SYSTEM PRESSURE RATING UNLESS OTHERWISE INDICATED. 17. INSTALL FITTINGS FOR CHANGES IN DIRECTION AND BRANCH CONNECTIONS. 18. INSTALL UNIONS IN COPPER TUBING AT FINAL CONNECTION TO EACH PIECE OF EQUIPMENT, MACHINE, AND SPECIALTY. 19. INSTALL ABOVEGROUND COPPER TUBING ACCORDING TO CDA'S "COPPER TUBE HANDBOOK". 20. INSTALL ABOVEGROUND PVC PIPING ACCORDING TO ASTM D 2665. 21. DO NOT ENCLOSE, COVER, OR PUT PIPING INTO OPERATION UNTIL IT IS INSPECTED AND APPROVED BY AUTHORITIES HAVING JURISDICTION. 22. INSTALL SLEEVE SEALS FOR PIPING PENETRATIONS OF CONCRETE WALLS AND SLABS. 23. INSTALL ESCUTCHEONS FOR PIPING PENETRATIONS OF WALLS, CEILINGS, AND FLOORS. B. JOINT CONSTRUCTION: 1. REAM ENDS OF PIPES AND TUBES AND REMOVE BURRS. BEVEL PLAIN ENDS OF STEEL PIPE. 2. REMOVE SCALE, SLAG, DIRT, AND DEBRIS FROM INSIDE AND OUTSIDE OF PIPES, TUBES, AND FITTINGS BEFORE ASSEMBLY. 3. JOIN HUB-AND-SPIGOT, CAST-IRON SOIL PIPING WITH GASKET JOINTS ACCORDING TO CISPI'S "CAST IRON SOIL PIPE AND FITTINGS HANDBOOK" FOR COMPRESSION JOINTS. 4. JOIN HUBLESS, CAST-IRON SOIL PIPING ACCORDING TO CISPI 310 AND CISPI'S "CAST IRON SOIL PIPE AND FITTINGS HANDBOOK" FOR HUBLESS-PIPING COUPLING JOINTS. 5. THREADED JOINTS: THREAD PIPE WITH TAPERED PIPE THREADS ACCORDING TO ASME B1.20.1. CUT THREADS FULL AND CLEAN USING SHARP DIES. REAM THREADED PIPE ENDS TO REMOVE BURRS AND RESTORE FULL ID. JOIN PIPE FITTINGS AND VALVES AS FOLLOWS: a. APPLY APPROPRIATE TAPE OR THREAD COMPOUND TO EXTERNAL PIPE THREADS. b. DAMAGED THREADS: DO NOT USE PIPE OR PIPE FITTINGS WITH THREADS THAT ARE CORRODED OR DAMAGED. 6. WELDED JOINTS: a. CONSTRUCT JOINTS ACCORDING TO AWS D10.12/D10.12M, USING QUALIFIED PROCESSES AND WELDING OPERATORS. b. BEVEL PLAIN ENDS OF STEEL PIPE. c. PATCH FACTORY-APPLIED PROTECTIVE COATING AS RECOMMENDED BY MANUFACTURER AT FIELD WELDS AND WHERE DAMAGE TO COATING OCCURS DURING CONSTRUCTION. 7. SOLDERED JOINTS FOR COPPER TUBING: JOIN COPPER TUBE AND FITTINGS ACCORDING TO ASTM B 828 OR CDA'S "COPPER TUBE HANDBOOK". USE ASTM B 813 WATER-FLUSHABLE, LEAD-FREE FLUX AND ASTM B 32, LEAD-FREE-ALLOY SOLDER. 8. PRESSURE-SEALED JOINTS FOR COPPER TUBING: JOIN COPPER TUBE AND PRESSURE-SEAL FITTINGS WITH TOOLS RECOMMENDED BY FITTING MANUFACTURER. 9. JOINTS FOR PEX PIPING: JOIN ACCORDING TO ASTM F 1807. 10. PLASTIC, NONPRESSURE-PIPING, SOLVENT-CEMENT JOINTS: CLEAN AND DRY JOINING SURFACES. JOIN PIPE AND FITTINGS ACCORDING TO THE FOLLOWING: a. COMPLY WITH ASTM F 402 FOR SAFE-HANDLING PRACTICE OF CLEANERS, PRIMERS, AND SOLVENT CEMENTS. b. PVC PIPING: JOIN ACCORDING TO ASTM D 2855 AND ASTM D 2665 APPENDIXES. A. INSULATION INSTALLATION 1. EXAMINE SUBSTRATES AND CONDITIONS FOR COMPLIANCE WITH REQUIREMENTS FOR INSTALLATION TOLERANCES AND OTHER CONDITIONS AFFECTING PERFORMANCE OF INSULATION APPLICATION. a. VERIFY THAT SYSTEMS TO BE INSULATED HAVE BEEN TESTED AND ARE FREE OF DEFECTS. b. VERIFY THAT SURFACES TO BE INSULATED ARE CLEAN AND DRY. c. PROCEED WITH INSTALLATION ONLY AFTER UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. 2. SURFACE PREPARATION: CLEAN AND DRY SURFACES TO RECEIVE INSULATION. REMOVE MATERIALS THAT WILL ADVERSELY AFFECT INSULATION APPLICATION. 3. INSTALL INSULATION MATERIALS, ACCESSORIES, AND FINISHES WITH SMOOTH, STRAIGHT, AND EVEN SURFACES; FREE OF VOIDS THROUGHOUT THE LENGTH OF PIPING INCLUDING FITTINGS, VALVES, AND SPECIALTIES. 4. INSTALL ACCESSORIES COMPATIBLE WITH INSULATION MATERIALS AND SUITABLE FOR THE SERVICE. INSTALL ACCESSORIES THAT DO NOT CORRODE, SOFTEN, OR OTHERWISE ATTACK INSULATION OR JACKET IN EITHER WET OR DRY STATE. 5. INSTALL INSULATION WITH LONGITUDINAL SEAMS AT TOP AND BOTTOM OF HORIZONTAL RUNS. 6. INSTALL MULTIPLE LAYERS OF INSULATION WITH LONGITUDINAL AND END SEAMS STAGGERED. 7. DO NOT WELD BRACKETS, CLIPS, OR OTHER ATTACHMENT DEVICES TO PIPING, FITTINGS, AND SPECIALTIES. 8. KEEP INSULATION MATERIALS DRY DURING APPLICATION AND FINISHING. 9. INSTALL INSULATION WITH TIGHT LONGITUDINAL SEAMS AND END JOINTS. BOND SEAMS AND JOINTS WITH ADHESIVE RECOMMENDED BY INSULATION MATERIAL MANUFACTURER. 10. INSTALL INSULATION WITH LEAST NUMBER OF JOINTS PRACTICAL. 11. INSTALL INSULATION CONTINUOUSLY THROUGH WALLS AND PARTITIONS. 12. WHERE VAPOR BARRIER IS INDICATED, SEAL JOINTS, SEAMS, AND PENETRATIONS IN INSULATION AT HANGERS, SUPPORTS, ANCHORS, AND OTHER PROJECTIONS WITH VAPOR-BARRIER MASTIC. a. INSTALL INSULATION CONTINUOUSLY THROUGH HANGERS AND AROUND ANCHOR ATTACHMENTS. b. FOR INSULATION APPLICATION WHERE VAPOR BARRIERS ARE INDICATED, EXTEND INSULATION ON ANCHOR LEGS FROM POINT OF ATTACHMENT TO SUPPORTED ITEM TO POINT OF ATTACHMENT TO STRUCTURE. TAPER AND SEAL ENDS AT ATTACHMENT TO STRUCTURE WITH VAPOR-BARRIER MASTIC. c. INSTALL INSERT MATERIALS AND INSTALL INSULATION TO TIGHTLY JOIN THE INSERT. SEAL INSULATION TO INSULATION INSERTS WITH ADHESIVE OR SEALING COMPOUND RECOMMENDED BY INSULATION MATERIAL MANUFACTURER. d. COVER INSERTS WITH JACKET MATERIAL MATCHING ADJACENT PIPE INSULATION. INSTALL SHIELDS OVER JACKET, ARRANGED TO PROTECT JACKET FROM TEAR OR PUNCTURE BY HANGER, SUPPORT, AND SHIELD. 13. APPLY ADHESIVES, MASTICS, AND SEALANTS AT MANUFACTURER'S RECOMMENDED COVERAGE RATE AND WET AND DRY FILM THICKNESSES. 14. INSTALL INSULATION WITH FACTORY-APPLIED JACKETS AS FOLLOWS: a. DRAW JACKET TIGHT AND SMOOTH. b. COVER CIRCUMFERENTIAL JOINTS WITH 3-INCH-WIDE STRIPS, OF SAME MATERIAL AS INSULATION JACKET. SECURE STRIPS WITH ADHESIVE AND OUTWARD CLINCHING STAPLES ALONG BOTH EDGES OF STRIP, SPACED 4 INCHES O.C. c. OVERLAP JACKET LONGITUDINAL SEAMS AT LEAST 1-1/2 INCHES. INSTALL INSULATION WITH LONGITUDINAL SEAMS AT BOTTOM OF PIPE. CLEAN AND DRY SURFACE TO RECEIVE SELF-SEALING LAP. STAPLE LAPS WITH OUTWARD CLINCHING STAPLES ALONG EDGE AT 2 INCHES O.C. FOR BELOW-AMBIENT SERVICES, APPLY VAPOR-BARRIER MASTIC OVER STAPLES. d. COVER JOINTS AND SEAMS WITH TAPE, ACCORDING TO INSULATION MATERIAL MANUFACTURER'S WRITTEN INSTRUCTIONS, TO MAINTAIN VAPOR SEAL. e. e. WHERE VAPOR BARRIERS ARE INDICATED, APPLY VAPOR-BARRIER MASTIC ON SEAMS AND JOINTS AND AT ENDS ADJACENT TO PIPE FLANGES AND FITTINGS. 15. CUT INSULATION IN A MANNER TO AVOID COMPRESSING INSULATION MORE THAN 75 PERCENT OF ITS NOMINAL THICKNESS. 16. FINISH INSTALLATION WITH SYSTEMS AT OPERATING CONDITIONS. REPAIR JOINT SEPARATIONS AND CRACKING DUE TO THERMAL MOVEMENT. 17. REPAIR DAMAGED INSULATION FACINGS BY APPLYING SAME FACING MATERIAL OVER DAMAGED AREAS. EXTEND PATCHES AT LEAST 4 INCHES BEYOND DAMAGED AREAS. ADHERE, STAPLE, AND SEAL PATCHES SIMILAR TO BUTT JOINTS. GENERAL PLUMBING REQUIREMENTS PART 1 - GENERAL A. RELATED DOCUMENTS:ALL APPLICABLE REQUIREMENTS OF OTHER PORTIONS OF THE CONTRACT DOCUMENTS APPLY TO THE WORK OF THIS SECTION INCLUDING, BUT NOT LIMITED TO, ALL DRAWINGS, ALL SPECIFICATIONS, GENERAL CONDITIONS, AND GENERAL REQUIREMENTS INCLUDING SUBMITTALS. B. APPLICABLE CODES: ALL WORK TO BE COMPLETED IN COMPLIANCE WITH APPLICABLE CODES, INCLUDING BUT NOT LIMITED TO THE 2018 CONNECTICUT BUILDING CODE AND THE LOCAL AUTHORITY HAVING JURISDICTION. C. SUBMITTALS: PRIOR TO THE PERFORMANCE OF ANY WORK OR INSTALLATION OF ANY MATERIALS, OBTAIN APPROVAL FROM THE DESIGN PROFESSIONAL BY SUBMITTING SHOP DRAWINGS AND DATA SHEETS. SUBMITTAL OF SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES WILL BE ACCEPTED ONLY WHEN SUBMITTED BY THE GENERAL CONTRACTOR. DATA SUBMITTED FROM SUBCONTRACTORS AND MATERIAL SUPPLIERS DIRECTLY TO THE DESIGN PROFESSIONAL WILL NOT BE PROCESSED. CERTIFIED DRAWINGS AND CATALOG DATA SHEETS SHALL SHOW: 1. SPECIFICALLY WHAT ITEMS AND FEATURES ARE TO BE PROVIDED. 2. APPLICABLE SPECIFICATION SECTION NUMBER AND EQUIPMENT TAG NUMBER. 3. PRINCIPAL DIMENSIONS AND DETAILS OF CONSTRUCTION. 4. WEIGHTS: INFORMATION REQUIRED FOR THE DESIGN OF SUPPORTS AND FOUNDATIONS. 5. SIZES AND LOCATIONS OF PIPING AND CONNECTIONS. 6. PERFORMANCE DATA CERTIFIED BY THE MANUFACTURER. 7. SUBMIT SCHEDULE OF PROPOSED PIPING, VALVES, SPECIALTIES, ETC. 8. ANY DEVIATIONS FROM THE CONTRACT DOCUMENTS SHALL BE SEPARATELY IDENTIFIED. PLUMBING SUBMITTALS SHALL BE PROVIDED FOR THE FOLLOWING ITEMS: 1. PIPING AND FITTING MATERIALS. 2. PLUMBING VALVES AND SPECIALTIES. 3. PIPING HANGER AND ATTACHMENT ASSEMBLIES. 4. PIPING INSULATION. 5. ALL SCHEDULED PLUMBING FIXTURES, DRAINS, CLEANOUTS AND EQUIPMENT. 6. UTILITY CONNECTION DETAILS REQUIRED BY AUTHORITIES HAVING JURISDICTION. APPROVAL OF SHOP DRAWINGS DOES NOT RELEASE RESPONSIBILITY OF COORDINATING WORK AT THE SITE AND TAKING FIELD MEASUREMENTS. IN CASES WHERE INTERFERENCES BECOME APPARENT, NOTIFY DESIGN PROFESSIONAL SO THAT SUCH INTERFERENCES MAY BE RESOLVED PRIOR TO PROCEEDING WITH SHOP WORK. NO CLAIM WILL BE ALLOWED FOR WORK THAT MIGHT HAVE TO BE MOVED OR REPLACED BASED ON A CLAIM THAT WORK WAS PLACED IN ACCORDANCE WITH DIMENSIONS INDICATED ON AN APPROVED SHOP DRAWING D. COORDINATION: 1. THE DRAWINGS SHOW THE GENERAL ARRANGEMENT, DIRECTIONS AND SIZES OF EQUIPMENT, PIPING, ETC. IT IS NOT INTENDED TO SHOW EVERY OFFSET AND FITTING OF EVERY SITE DIFFICULTY THAT MAY BE ENCOUNTERED. PROVIDE ALL MATERIALS AND PERFORM ALL LABOR NECESSARY TO MAKE COMPLETE WORKING SYSTEMS, READY FOR USE, WITHOUT EXTRA CHARGE. ALL MEASUREMENTS MUST BE VERIFIED IN THE FIELD. 2. EXAMINE THE SITE AND ALL DRAWINGS BEFORE PROCEEDING WITH THE LAYOUT AND INSTALLATION OF THIS TO SUIT ACTUAL CONDITIONS. CONFER AND COOPERATE WITH OTHER TRADES IN THE FIELD SO THAT ALL WORK WILL BE INSTALLED IN PROPER RELATIONSHIP. COORDINATE PRECISE LOCATION OF PARTS WITH OTHER WORK. ALL SYSTEMS SHALL BE INSTALLED TO PROVIDE MAXIMUM HEADROOM, EXCEPT WHERE DIMENSIONED OTHERWISE ON THE DRAWINGS. 3. COORDINATE ALL UTILITY SHUTOFFS WITH THE OWNER. E. RECORD DOCUMENTS: MAINTAIN A CLEAN, UNDAMAGED SET OF PRINTS OF CONTRACT DRAWINGS AND SHOP DRAWINGS. MARK THE SET TO SHOW THE ACTUAL INSTALLATION WHERE THE INSTALLATION VARIES SUBSTANTIALLY FROM THE WORK AS ORIGINALLY SHOWN. F. REGULATIONS AND PERMITS: PROVIDE NOTICES, FILE PLANS, OBTAIN PERMITS AND LICENSES, PAY FEES, AND OBTAIN NECESSARY APPROVALS FROM AUTHORITIES HAVING JURISDICTION. PAY FOR AND OBTAIN ALL REQUIRED PERMITS & SCHEDULE INSPECTIONS IN A TIMELY MANNER AS TO NOT DELAY THE PROJECT. OBTAIN ALL NECESSARY PERMITS INCLUDING BUT NOT LIMITED TO ENTERING MANHOLES, USE OF WATER FROM LOW PRESSURE HYDRANTS, DEMOLITION AND NEW WORK, ETC. PRIOR TO COMMENCE OF WORK. PART 2 - PRODUCTS A. GENERAL PRODUCT REQUIREMENTS: ALL EQUIPMENT AND MATERIALS, EXCEPT AS OTHERWISE SPECIFIED, SHALL BE NEW, OF CURRENT PRODUCTION, FIRST QUALITY AND OF THE BEST OF EACH CLASS SPECIFIED. MATERIALS, PRODUCTS, AND EQUIPMENT SHALL BE DELIVERED TO JOBSITE WITH FACTORY PACKAGING BEARING MANUFACTURER'S NAME OR LABEL. PART 3 - EXECUTION A. GENERAL PLUMBING INSTALLATION: SEQUENCE, COORDINATE, AND INTEGRATE THE VARIOUS ELEMENTS OF PLUMBING SYSTEMS, MATERIALS, AND EQUIPMENT. COMPLY WITH THE FOLLOWING REQUIREMENTS: 1. COORDINATE SYSTEMS, EQUIPMENT, AND MATERIAL INSTALLATION WITH OTHER BUILDING COMPONENTS. 2. ROUTING OF PIPES ON PLANS IS DIAGRAMMATIC; CONTRACTOR TO PROVIDE ADDITIONAL OFFSETS AS REQUIRED TO AVOID OBSTRUCTIONS. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD. 3. ARRANGE FOR CHASES, SLOTS, AND OPENINGS IN OTHER BUILDING COMPONENTS DURING PROGRESS OF CONSTRUCTION TO ALLOW FOR PLUMBING INSTALLATIONS. 4. COORDINATE THE INSTALLATION OF REQUIRED SUPPORTING DEVICES AND SLEEVES TO BE SET IN POURED-IN-PLACE CONCRETE AND OTHER STRUCTURAL COMPONENTS AS THEY ARE CONSTRUCTED. 5. ALL PIPING TO BE RUN CONCEALED EXCEPT WHERE NOTED OTHERWISE. ALL ABOVE GROUND PIPING TO BE INSTALLED AS CLOSELY AS POSSIBLE TO WALLS, CEILINGS, BEAMS, AND COLUMNS, CONSISTENT WITH PROPER SPACE ALLOWANCE FOR COVERING AND REMOVAL OF PIPES. INSTALL SYSTEMS, MATERIALS, AND EQUIPMENT LEVEL AND PLUMB, PARALLEL AND PERPENDICULAR TO OTHER BUILDING SYSTEMS AND COMPONENTS. 6. PROVIDE ESCUTCHEONS ON ALL PIPE PENETRATIONS EXPOSED TO VIEW, UNDER COUNTERS AND WITHIN CABINETS. 7. INSTALL EQUIPMENT TO FACILITATE SERVICING, MAINTENANCE, AND REPAIR OR REPLACEMENT OF EQUIPMENT COMPONENTS. CONNECT EQUIPMENT FOR EASE OF DISCONNECTING, WITH A MINIMUM OF INTERFERENCE WITH OTHER INSTALLATIONS. PROVIDE SUITABLE ADAPTERS AT CONNECTIONS BETWEEN PIPING AND EQUIPMENT. FIELD VERIFY TYPE REQUIRED. ALL PIPING CONNECTIONS BETWEEN DISSIMILAR METALS TO INCLUDE DIELECTRIC UNIONS. 8. PROVIDE ACCESS PANELS OR DOORS WHERE EQUIPMENT IS CONCEALED BEHIND FINISHED SURFACES. 9. COMPLY WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS AND RECOMMENDATIONS, TO THE EXTENT THAT THOSE INSTRUCTIONS AND RECOMMENDATIONS ARE MORE EXPLICIT OR STRINGENT THAN REQUIREMENTS CONTAINED IN CONTRACT DOCUMENTS. 10. INSPECT MATERIALS OR EQUIPMENT IMMEDIATELY UPON DELIVERY AND AGAIN PRIOR TO INSTALLATION. REJECT DAMAGED AND DEFECTIVE ITEMS. 11. KEEP WORK, FIXTURES AND MATERIALS PROTECTED AT ALL TIMES. CONTRACTOR TO MAKE GOOD ALL DAMAGE CAUSED EITHER DIRECTLY OR INDIRECTLY BY HIS WORKMEN. WORK SHALL BE PROPERLY PROTECTED TO PREVENT OBSTRUCTION OR DAMAGE. CLOSE PIPE OPENINGS WITH CAPS OR PLUGS DURING INSTALLATION. TIGHTLY COVER FIXTURES AND EQUIPMENT TO PROTECT AGAINST DIRT, WATER, CHEMICAL OR MECHANICAL INJURY. 12. AT COMPLETION OF WORK, ALL PARTS OF THE INSTALLATION TO BE THOROUGHLY CLEANED AND ADJUSTED, ALL VALVES AND CONTROL DEVICES ADJUSTED FOR PROPER OPERATION AND ENTIRE PLUMBING SYSTEM TESTED AND OPERATING IN PERFECT WORKING ORDER. B. TESTING: 1. CONTRACTOR SHALL INSPECT AND TEST ALL SYSTEMS BEFORE PLACING THEM INTO SERVICE. PRESSURE TESTS SHALL BE CONDUCTED ON ALL PIPING. ALL TEST EQUIPMENT TO BE PROVIDED BY THE CONTRACTOR. TEST CRITERIA SHALL BE AS FOLLOWS OR ACCORDING TO PROCEDURES OF THE AUTHORITY HAVING JURISDICTION. WATER PIPING - SUBJECT PIPING TO STATIC WATER PRESSURE OF 50 PSI ABOVE OPERATING PRESSURE, WITHOUT EXCEEDING PRESSURE RATING OF PIPING SYSTEM MATERIALS. ISOLATE TEST SOURCE AND ALLOW TO STAND FOR 4 HOURS. LEAKS AND LOSS IN TEST PRESSURE CONSTITUTE DEFECTS THAT MUST BE REPAIRED. DRAIN AND VENT PIPING - SUBJECT PIPING TO STATIC WATER PRESSURE OF 10 FEET OF HEAD. ISOLATE TEST SOURCE AND ALLOW TO STAND FOR 4 HOURS. LEAKS AND LOSS IN TEST PRESSURE CONSTITUTE DEFECTS THAT MUST BE REPAIRED. 2. ALL LEAKS AND DEFECTS TO BE REPAIRED AND SYSTEM SUCCESSFULLY RETESTED BEFORE PLACEMENT INTO SERVICE. ALL RETESTING TO BE BY THE CONTRACTOR. PIPING TO BE CONSIDERED DEFECTIVE IF IT DOES NOT PASS TESTS AND INSPECTIONS. C. CLEANING OF SYSTEMS AND PREMISES: ALL EQUIPMENT AND FIXTURES SHALL BE THOROUGHLY CLEANED OF DIRT AND DEBRIS AT THE COMPLETION OF THE PROJECT AND PRIOR TO ACCEPTANCE BY THE OWNER. 1. PLACE PLUGS IN ENDS OF UNCOMPLETED PIPING AT END OF DAY AND WHEN WORK STOPS. 2. PROTECT DRAINS DURING REMAINDER OF CONSTRUCTION PERIOD TO AVOID CLOGGING WITH DIRT AND DEBRIS AND TO PREVENT DAMAGE FROM TRAFFIC AND CONSTRUCTION WORK. 3. CLEAN INTERIOR OF PIPING. REMOVE DIRT AND DEBRIS AS WORK PROGRESSES. 4. CLEAN DRAIN STRAINERS, DOMES AND TRAPS. REMOVE DIRT AND DEBRIS. D. CLEAN AND DISINFECT POTABLE DOMESTIC WATER PIPING AS FOLLOWS OR ACCORDING TO PROCEDURES OF THE AUTHORITY HAVING JURISDICTION. a. PURGE NEW PIPING AND PARTS OF EXISTING PIPING THAT HAVE BEEN ALTERED, EXTENDED, OR REPAIRED BEFORE USING b. FLUSH PIPING SYSTEM WITH CLEAN, POTABLE WATER UNTIL DIRTY WATER DOES NOT APPEAR AT OUTLETS. c. FILL SYSTEM OR PART THEREOF WITH WATER/CHLORINE SOLUTION WITH AT LEAST 50 PPM (50 MG/L) OF CHLORINE. ISOLATE WITH VALVES AND ALLOW TO STAND FOR 24 HOURS. d. FLUSH SYSTEM WITH CLEAN, POTABLE WATER UNTIL NO CHLORINE IS IN WATER COMING FROM SYSTEM AFTER THE STANDING TIME. e. REPEAT PROCEDURES IF BIOLOGICAL EXAMINATION SHOWS CONTAMINATION. f. SUBMIT WATER SAMPLES IN STERILE BOTTLES TO AUTHORITIES HAVING JURISDICTION. PLUMBING PIPING PART 1 - GENERAL A. POTABLE-WATER PIPING AND COMPONENTS SHALL COMPLY WITH NSF 14 AND NSF 61 ANNEX G. PLASTIC PIPING COMPONENTS SHALL BE MARKED WITH "NSF-PW." B. COMPLY WITH NSF/ANSI 14, "PLASTICS PIPING SYSTEMS COMPONENTS AND RELATED MATERIALS," FOR PLASTIC PIPING COMPONENTS. INCLUDE MARKING WITH "NSF-DWV" FOR PLASTIC DRAIN, WASTE, AND VENT PIPING AND "NSF-SEWER" FOR PLASTIC SEWER PIPING. C. PIPE WELDING QUALIFICATIONS: QUALIFY PROCEDURES AND OPERATORS ACCORDING TO ASME BOILER AND PRESSURE VESSEL CODE. D. DELIVERY, STORAGE AND HANDLING: 1. DELIVER PIPES AND TUBES WITH FACTORY-APPLIED END CAPS. MAINTAIN END CAPS THROUGH SHIPPING, STORAGE, AND HANDLING TO PREVENT PIPE END DAMAGE AND TO PREVENT ENTRANCE OF DIRT, DEBRIS, AND MOISTURE. 2. STORE AND HANDLE PIPES AND TUBES HAVING FACTORY-APPLIED PROTECTIVE COATINGS TO AVOID DAMAGING COATING, AND PROTECT FROM DIRECT SUNLIGHT. 3. HANDLING FLAMMABLE LIQUIDS: REMOVE AND DISPOSE OF LIQUIDS FROM EXISTING NATURAL-GAS PIPING ACCORDING TO REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION. PART 2 - PRODUCTS A. ABOVE GROUND DOMESTIC WATER PIPING 1. COPPER TUBE AND FITTINGS a. HARD COPPER TUBE: ASTM B 88, TYPE L (ASTM B 88M, TYPE B) WATER TUBE, DRAWN TEMPER . b. WROUGHT-COPPER, SOLDER-JOINT FITTINGS: ASME B16.22, WROUGHT-COPPER PRESSURE FITTINGS . c. COPPER PRESSURE-SEAL-JOINT FITTINGS: WROUGHT-COPPER FITTING WITH EPDM-RUBBER, O-RING SEAL IN EACH END. 2. MINERAL-FIBER, PREFORMED PIPE INSULATION a. TYPE I, 850 DEG F MATERIALS: MINERAL OR GLASS FIBERS BONDED WITH A THERMOSETTING RESIN. COMPLY WITH ASTM C 547, TYPE I, GRADE A, WITH FACTORY-APPLIED ASJ. b. DOMESTIC COLD WATER: INSULATION TO BE 1 INCH THICK. c. DOMESTIC HOT AND RECIRCULATED HOT WATER: INSULATION TO BE 1 INCH THICK. VERIFY SCALE BAR IS ONE (1) INCH LONG ON ORIGINAL DRAWING: IF BAR IS NOT ONE (1) INCH LONG, ADJUST SCALE ACCORDINGLY 0 1 145 Culver Road, Suite 200 Rochester, NY 14620 Telephone 585 427 8888 Facsimile 585 427 8914 www.erdmananthony.com 145 Culver Road Suite 200 Rochester, NY 14620 Telephone 585 427 8888 www.erdmananthony.com 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: Revisions4/16/2021 4:20:02 PMC:\Users\monom\Documents\Revit 2020\Thurston_MEP-Central_R20_monomCVV2R.rvt21012.00 JB PLUMBING SPECIFICATIONS AK P-001 Bid Documents CORNELL UNIVERSITY Cornell Thurston Hall Lab 407 Reno Ithaca, NY April 16, 2021 04/16/21 FEFE FEFE T11 T9 T8 T7 T6 TK TK TJ TJ2 TH2 (E) (E) 2 3 3 3 2 5 4 4 1 1 4 T11 T9 T8 T7 T6 TK TK TJ TJ2 TH2 409407 400E 400S 409A SK-1 1 2 4 3 VERIFY SCALE BAR IS ONE (1) INCH LONG ON ORIGINAL DRAWING: IF BAR IS NOT ONE (1) INCH LONG, ADJUST SCALE ACCORDINGLY 0 1 145 Culver Road, Suite 200 Rochester, NY 14620 Telephone 585 427 8888 Facsimile 585 427 8914 www.erdmananthony.com 145 Culver Road Suite 200 Rochester, NY 14620 Telephone 585 427 8888 www.erdmananthony.com 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: Revisions4/16/2021 4:20:03 PMC:\Users\monom\Documents\Revit 2020\Thurston_MEP-Central_R20_monomCVV2R.rvt21012.00 JB PLUMBING PLANS AK P-101 Bid Documents CORNELL UNIVERSITY Cornell Thurston Hall Lab 407 Reno Ithaca, NY April 16, 2021 1/4" = 1'-0"1 FOURTH FLOOR PLUMBING PLAN - DEMO 1/4" = 1'-0" 2 FOURTH FLOOR PLUMBING PLAN - NEW GENERAL 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 LABORATORY 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 DISPOSAL 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) DEMOLITION KEYED NOTES: 1. DISCONNECT AND REMOVE ALL NITROGEN PIPING, TURRETS AND ASSOCIATED ACCESSORIES. DISCONNECT AND REMOVE 1/2”N2 LINES BACK TO MAIN. CAP AND SEAL ALL PIPES. 2. DISCONNECT AND REMOVE SINK, FAUCET, VALVES AND ACCESSORIES. DISCONNECT AND REMOVE 1/2”CW, 1/2”DHW, 1/2”DW, AND 2” DRAIN TO VALVES/MAIN ON 3RD FLOOR BELOW. CAP AND SEAL ALL PIPES. REMOVE VENT PIPING BACK TO RISER AND CAP INSIDE WALL. 3. DISCONNECT AND REMOVE ALL CA LINES, ASSOCIATED VALVES AND ACCESSORIES. CAP AND SEAL AIR TIGHT ABOVE CEILING. 4. DISCONNECT AND REMOVE ALL CHW SUPPLY AND RETURN LINES, ASSOCIATED VALVES AND ACCESSORIES. DISCONNECT AND REMOVE 1/2" CW LINES BACK TO MAIN. CAP AND SEAL ALL PIPES. REMOVE ALL LABORATORY VACUUM PIPING BACK TO CEILING AND CAP. 5. EXISTING EMERGENCY SHOWER, PIPING, VALVES, ACCESSORIES AND SUPPLY PIPING TO REMAIN. REPAIR EXISTING INSULATION AS NECESSARY AND PROVIDE PVC JACKET ON ALL EXPOSED PIPING. # ALTERNATE #1 NEW WORK KEYED NOTES: 1. PROVIDE 1/2" CW AND 1/2" DHW CONNECTIONS TO SINK. RE-USE EXISTING 1/2" CW PREVIOUSLY SERVING DEMOLISHED FUME HOOD. TAP INTO EXISTING 3/4" DHW LINE 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 EXISTING 2" AW PREVIOUSLY SERVING DEMOLISHED FUME HOOD. 3. PROVIDE 1-1/2" SANITARY VENT FROM DRAIN TO EXISTING VENT RISER. 4. PROVIDE NEW SS SINK. COORDINATE WITH G.C.. REFER TO DETAIL ON DRAWING P-500. # 04/16/21 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 8-1/2" OR EQUAL - ADA COMPLIANT 2. FAUCET REFER TO ARCHITECTURAL DRAWINGS FOR CABINET / CASEWORK IN ROOM 409. - CHICAGO FAUCET MODEL #895-317E29ABCP OR EQUAL - VANDAL PROOF 4" WRISTBLADE HANDLE - ADA COMPLIANT SK-1 - CHROME PLATED FINISH 3. DRAIN - SINK GRID DRAIN AND TAILPIECE TO MATCH 4. FIXTURE STOPS - QUARTER TURN - LEAD FREE. 1/2" BRAIDED HOSE FLEXIBLE SUPPLIES WITH 1/2" O.D. FLEXIBLE RISERS PROVIDE ESCUTCHEONS AS REQUIRED (TYPICAL) 3/4" HW & CW DOWN IN WALL REFER TO FLOOR PLANS FOR ACTUAL ROUTING LOCATION REFER TO SCHEDULE 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) OPTIONAL HOSE PROVIDED TO SPOUT WITH FAUCET REFER TO ARCHITECTURAL FOR CABINET INFORMATION EXTEND VENT CONNECTION TO EXISTING VENT PIPING VERIFY SCALE BAR IS ONE (1) INCH LONG ON ORIGINAL DRAWING: IF BAR IS NOT ONE (1) INCH LONG, ADJUST SCALE ACCORDINGLY 0 1 145 Culver Road, Suite 200 Rochester, NY 14620 Telephone 585 427 8888 Facsimile 585 427 8914 www.erdmananthony.com 145 Culver Road Suite 200 Rochester, NY 14620 Telephone 585 427 8888 www.erdmananthony.com 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: Revisions4/16/2021 4:20:03 PMC:\Users\monom\Documents\Revit 2020\Thurston_MEP-Central_R20_monomCVV2R.rvt21012.00 JB PLUMBING DETAILS & SCHEDULES AK P-500 Bid Documents CORNELL UNIVERSITY Cornell Thurston Hall Lab 407 Reno Ithaca, NY April 16, 2021 NO SCALE1SINK PIPING DETAIL 04/16/21 M S SP 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 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 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 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 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 = 9°F DB SUMMER = 92° DB, 74°F WB INDOOR CONDITIONS: HEATING = 70°F COOLING = 75°F CODES: 2020 MECHANICAL CODE OF NYS DESIGN PARAMETERS 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 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 CX COMMISSIONING AGENT OR AUTHORITY °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 VERIFY SCALE BAR IS ONE (1) INCH LONG ON ORIGINAL DRAWING: IF BAR IS NOT ONE (1) INCH LONG, ADJUST SCALE ACCORDINGLY 0 1 145 Culver Road, Suite 200 Rochester, NY 14620 Telephone 585 427 8888 Facsimile 585 427 8914 www.erdmananthony.com 145 Culver Road Suite 200 Rochester, NY 14620 Telephone 585 427 8888 www.erdmananthony.com 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: Revisions4/16/2021 4:19:59 PMC:\Users\monom\Documents\Revit 2020\Thurston_MEP-Central_R20_monomCVV2R.rvt21012.00 JB HVAC SYMBOLS, NOTES & ABBREVIATIONS AK M-000 Bid Documents CORNELL UNIVERSITY Cornell Thurston Hall Lab 407 Reno Ithaca, NY April 16, 2021 04/16/21 MECHANICAL SPECIFICATIONS DUCT INSULATION A. INSULATE INDOOR CONCEALED SUPPLY DUCTS WITH 1-1/2" FLEXIBLE DUCT WRAP ABOVE CEILING OR RIGID BOARD IF EXPOSED, 1.5 OR 3 LB/CU.CT. NOMINAL DENSITY. DO NOT INSULATE LINED METAL DUCTS,FACTORY-INSULATED FLEXIBLE DUCTS, OR FLEXIBLE CONNECTORS. INSULATION SHALL BE INSTALLED WITH SMOOTH, STRAIGHT, EVEN SURFACES, FREE OF VOIDS. INSULATION TO HAVE A MINIMUM INSTALLEDR-VALUE OF 6.0. INDOOR DUCTS FOR OUTSIDE AIR INTAKES SHALL HAVE A MINIMUM INSTALLED R-VALUE OF 8.0. B. KEEP INSULATION MATERIALS DRY DURING ONSITE STORAGE, APPLICATION, AND FINISHING. REPAIR ORREPLACE ANY DAMAGED INSULATION. C. COORDINATE CLEARANCE REQUIREMENTS WITH DUCT INSTALLER. INSTALL INSULATION CONTINUOUSLY THROUGH HANGERS. D. INSULATION SHALL MEET ASTM E 84 SURFACE BURNING CHARACTERISTICS, FLAME-SPREAD INDEX OF 25 OR LESS AND SMOKE-DEVELOPED INDEX OF 50 OR LESS. INSULATION SHALL NOT CONTAIN ASBESTOS, LEAD, ORMERCURY. E. MINERAL FIBER BLANKET INSULATION SHALL BE MINERAL OR GLASS FIBERS BONDED WITH A THERMOSETTING RESIN, AND SHALL COMPLY WITH ASTM C 553, TYPE II AND ASTM C 1290. F. ADHESIVES SHALL BE NON-TOXIC, WATER BASED, AND COMPATIBLE WITH INSULATION MATERIALS, JACKETS,AND SUBSTRATES. G. VAPOR-BARRIER MASTIC SHALL BE WATER BASED AND SUITABLE FOR INDOOR USE ON BELOW AMBIENT SERVICES. J. SECURE BLANKET INSULATION WITH ADHESIVE AND INSULATION PINS. DO NOT OVERCOMPRESS INSULATIONDURING INSTALLATION. K. INSTALL INSULATION WITH TIGHT LONGITUDINAL SEAMS AND END JOINTS. BOND SEAMS AND JOINTS WITH ADHESIVE AS RECOMMENDED BY MANUFACTURER. SEAL JOINTS, SEAMS, AND PENETRATIONS WITH VAPORBARRIER MASTIC FOR DUCTS WITH BELOW AMBIENT SURFACE TEMPERATURES.. AIR DUCT ACCESSORIES A. COMPLY WITH NFPA 90A AND 90B, AND WITH SMACNA'S "HVAC DUCT CONSTRUCTION STANDARDS - METALAND FLEXIBLE" FOR ACCEPTABLE MATERIALS, MATERIAL THICKNESSES, AND CONSTRUCTION METHODS. B. MANUAL VOLUME DAMPERS SHALL BE RUSKIN MD35 OR EQUIVALENT FOR RECTANGULAR DUCTS ANDMDRS25 OR EQUIVALENT FOR ROUND DUCTS. STANDARD LEAKAGE RATING, SUITABLE FOR HORIZONTAL OR VERTICAL APPLICATIONS. 16 GAUGE HAT-SHAPED FRAME. 16 GAUGE STEEL BLADES, MULTIPLE OR SINGLEBLADE, PARALLEL OR OPPOSED BLADE DESIGN. C. TURNING VANES SHALL BE GALVANIZED STEEL, SINGLE WALL. D. FIRE DAMPERS SHALL BE RATED AND LABELED PER UL 155 AND NRTL. 1-1/2 HOUR FIRE RATING. CURTAIN TYPE WITH BLADE OUTSIDE AIRSTREAM WITH MOUNTING SLEEVE. HEAT-RESPONSIVE DEVICE SHALL BEREPLACEABLE, 165 F RATED, FUSIBLE LINKS. PROVIDE PRESSURE RELIEF ACCESS DOORS IN DUCT CLOSE ENOUGH TO REINSTALL FUSIBLE LINKS. EQUIPMENT A. REFER TO SCHEDULES FOR BASIS OF DESIGN EQUIPMENT. ANY SUBSTITUTIONS TO BE PROVIDED AND NOTED AS AN OR EQUAL TO THE BASIS OF DESIGN. B. ALL EQUIPMENT TO BE INSTALLED PER MANUFACTURERS WRITTEN INSTRUCTIONS. C. PROVIDE START-UP OF ALL EQUIPMENT. D. VERIFY ALL EQUIPMENT OPERATED PER DESIGN INTENT AND MANUFACTURERS OPERATING STANDARDS. E. PROVIDE IOM MANUALS FOR ALL EQUIPMENT. MANUAL TO BE PROVIDED IN ONE BINDER ANDGIVEN TO OWNER. TESTING, ADJUSTING, AND BALANCING A. PERFORM TESTING, ADJUSTING, AND BALANCING (TAB) AFTER LEAKAGE AND PRESSURE TESTS ON AIR ANDWATER DISTRIBUTION SYSTEMS HAVE BEEN SATISFACTORILY COMPLETED. B. PRIOR TO TAB EXAMINE SYSTEMS TO VERIFY BALANCING DEVICES ARE ACCESSIBLE, EQUIPMENT TESTING AND CLEANING IS COMPLETE, AND SAFETY INTERLOCKS AND CONTROLS ARE OPERATING CORRECTLY.REPORT ANY DEFICIENCIES. C. PERFORM TAB PROCEDURES IN ACCORDANCE WITH NEBB'S PROCEDURAL STANDARDS FOR TESTING,ADJUSTING, AND BALANCING OF ENVIRONMENTAL SYSTEMS. D. CUT DUCTS, PIPES, AND EQUIPMENT CABINETS FOR INSTALLATION OF TEST PROBES TO THE MINIMUM EXTENT NECESSARY. ONCE TAB IS COMPLETE, PATCH PROBE HOLES IN DUCTS TO MATCH DUCTCONSTRUCTION. E. MARK EQUIPMENT AND BALANCING DEVICES WITH A PERMANENT IDENTIFICATION MATERIAL TO SHOW FINAL SETTINGS. F. PREPARE SCHEMATIC DIAGRAMS OF SYSTEMS' "AS-BUILT" DUCT LAYOUTS. DETERMINE BEST LOCATIONSFOR ACCURATE AIRFLOW MEASUREMENTS. G. CHECK FOR AIRFLOW BLOCKAGES AND PROPER SEALING OF AIR HANDLING UNIT COMPONENTS. VERIFY THAT AIR DUCT SYSTEM IS SEALED. H. ADJUST AIR SYSTEM FANS TO DELIVER TOTAL INDICATED AIRFLOWS. MEASURE TOTAL AIRFLOW. WHERETHERE IS INSUFFICIENT SPACE FOR PITOT TUBE TRAVERSE MEASUREMENTS, MEASURE AIRFLOW BY TOTALING THE AIRFLOW AT TERMINAL OUTLETS AND INLETS. I. MEASURE FAN STATIC PRESSURE AS FAR DOWNSTREAM FROM THE FAN AS PRACTICAL AND UPSTREAMFROM RESTRICTIONS IN THE DUCT. MEASURE DUCT STATIC PRESSURE. J. MEASURE AIR INLETS AND OUTLETS WITHOUT MAKING ADJUSTMENTS. K. ADJUST AIR OUTLETS AND INLETS FOR EACH SPACE TO INDICATED AIRFLOWS WITHIN SPECIFIEDTOLERANCES USING BRANCH VOLUME DAMPERS. ADJUST PATTERNS OF ADJUSTABLE OUTLETS TO AVOID DRAFTS. L. TOLERANCES: +5% FOR AIR OUTLETS, AIR INLETS, AND WATER FLOW RATES. M. PREPARE A WRITTEN REPORT INCLUDING CERTIFICATION SHEET SIGNED AND SEALED BY CERTIFIED TABENGINEER. INCLUDE LIST OF INSTRUMENTS USED AND PROOF OF CALIBRATION. N. FINAL REPORT SHALL INCLUDE THE FOLLOWING DATA: N.A. REGISTERS, GRILLES, DIFFUSERS: LOCATION AND ZONE, SIZE, AIRFLOW RATE IN CFM. N.B. VAV: SYSTEM IDENTIFICATION, LOCATION, MAKE AND TYPE, MODEL NUMBER, VOLTS, PHASE, HERTZ, FULL LOAD AMPERAGE, TOTAL AIRFLOW IN CFM, TOTAL STATIC PRESSURE IN INCHES W.G.. BASIC MATERIALS AND METHODS A. ALL WORK SHALL BE COMPLETED IN COMPLIANCE WITH APPLICABLE CODES, INCLUDING, BUT NOT LIMITED TO, THE MECHANICAL CODE OF NEW YORK STATE AND THE ENERGY CONSERVATION CODE OF NEW YORKSTATE. B. ALL EXISTING TO REMAIN EQUIPMENT, DUCTWORK, AND PIPING SHALL BE FIELD VERIFIED FOR LOCATION, SIZE, CONNECTION POINTS, AND ACCESSIBILITY. C. ALL CUTTING AND PATCHING WORK FOR NEW PENETRATIONS SHALL BE DONE BY THE G.C. D. MECHANICAL CONTRACTOR'S BID SHALL INCLUDE SERVICING FOR THE PERIOD OF GUARANTEE FOR ALLEQUIPMENT AND MATERIALS FURNISHED UNDER THE MECHANICAL CONTRACT. E. PROVIDE ELECTRONIC COPY OF CATALOG CUT SHEET SUBMITTALS FOR MATERIALS PROVIDED BYCONTRACTOR. DATA TO INDICATE CAPACITY, DIMENSIONS, AND REQUIRED OPTIONS AND ACCESSORIES. F. PROVIDE REPRODUCIBLE AS-BUILT RECORD CAD DRAWINGS FOR ALL COMPLETED WORK. G. FURNISH FOUR OWNER MANUALS CONSISTING OF BOUND COPIES OF SUBMITTAL DATA, O&M MANUALS, SPARE PARTS LISTS, SUPPLIER CONTACT INFORMATION, AND WARRANTY INFORMATION FOR MATERIALSSUBMITTED FOR REVIEW. H. LAYOUTS OF PIPING, DUCTWORK, AND EQUIPMENT SHOWN ON DRAWINGS ARE DIAGRAMMATIC AND SHALL BE CONSTRUED AS SUCH. DO NOT SCALE DRAWINGS. CONTRACTOR SHALL FIELD VERIFY ALL EXISTINGCONDITIONS PRIOR TO FABRICATION AND INSTALLATION OF MATERIAL. IT IS RECOMMENDED THAT THE CONTRACTOR VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING A PROPOSAL. LACK OF FIELDVERIFICATION DOES NOT CONSTITUTE A BASIS FOR ADDITIONAL MONIES DURING CONSTRUCTION. CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR COMPLETENESS OF INSTALLATION INCLUDINGCOORDINATION OF WORK WITH OTHER TRADES. I. ALL WORK AND MATERIAL SHALL BE IN COMPLETE ACCORDANCE WITH THE ORDINANCES, REGULATIONS, CODES, ETC, OF ALL POLITICAL ENTITIES EXERCISING JURISDICTIONS, SPECIFICALLY INCLUDING THE NYSENERGY CODE. J. TAKE PARTICULAR CARE TO COORDINATE ALL PIPING, DUCTWORK, PLUMBING, AND MAJOR ELECTRICAL COMPONENTS ABOVE CEILING, TO PREVENT CONFLICT. REMOVE AND RELOCATE WORK AS MAY BE MADENECESSARY BY SUCH CONFLICT, AT NO EXTRA COST TO THE OWNER. THE USE OF COORDINATION DRAWINGS IS RECOMMENDED BUT MAY NOT BE REQUIRED. LACK OF COORDINATION DRAWINGS ASSUMESCONTRACTOR HAS VERIFIED AND COORDINATED ALL WORK ASSOCIATED WITH INSTALLATION, ANDASSUMES RESPONSIBILITY FOR ALL INTERFERENCES THAT MAY ARISE. K. THE CONTRACTOR SHALL PROVIDE A COMPLETE AND OPERABLE SYSTEM IN ACCORDANCE WITH THE INTENT OF THE DOCUMENTS. ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH THESESPECIFICATIONS, THE PLANS, AND DETAILS. THE CONTRACTOR SHALL HAVE THE RESPONSIBILITY AND EXPERIENCE TO UNDERSTAND THE INTENT OF WORK AND INSTALL THE WORK CORRECTLY AND INACCORDANCE WITH BEST INDUSTRY PRACTICE. L. PROVIDE SHOP DRAWING SUBMITTALS FOR ALL SPECIFIED EQUIPMENT, DAMPERS, DUCTWORK AND APPURTENANCES, INSULATION, PIPING AND APPURTENANCES, VALVES, CONTROLS, AND ALL OTHERMATERIALS. PROVIDE 3 COPIES OF OWNER OPERATION AND MAINTENANCE INFORMATION, IN 3 RING BINDERS, AT THE END OF THE PROJECT. METAL DUCTS A. DUCT CONSTRUCTION, INCLUDING SHEET METAL THICKNESSES, SEAM AND JOINT CONSTRUCTION, REINFORCEMENTS, AND HANGERS AND SUPPORTS SHALL COMPLY WITH SMACNA'S "HVAC DUCT CONSTRUCTIONSTANDARDS - METAL AND FLEXIBLE". B. ALL DUCTS SHALL BE GALVANIZED SHEET STEEL, COMPLYING WITH ASTM A 653/A653M. C. INSTALL DUCTS AS INDICATED ON DRAWINGS UNLESS DEVIATIONS TO LAYOUT ARE APPROVED ON SHOP DRAWINGS. DRAWINGS AND PLANS INDICATE GENERAL LOCATION AND ARRANGEMENT OF DUCT SYSTEM.INSTALL DUCTS PARALLEL AND PERPENDICULAR TO BUILDING LINES. INSTALL DUCTS CLOSE TO WALLS, ROOFS,AND COLUMNS. PROTECT DUCT INTERIORS FROM MOISTURE, CONSTRUCTION DUST, AND FOREIGN MATERIALS. D. DUCT HANGER SPACING SHALL COMPLY WITH SMACNA'S HVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE. INSTALL HANGERS AND SUPPORTS WITHIN 24 INCHES OF EACH ELBOW AND WITHIN 48 INCHES OFEACH BRANCH INTERSECTION. INSTALL UPPER ATTACHMENTS TO STRUCTURES. E. SEAL DUCTS ACCORDING TO SMACNA. SUPPLY AND RETURN AIR DUCTS, SEAL CLASS A. EXHAUST DUCTS, SEAL CLASS A. LIMIT DUCT AIR LEAKAGE TO LESS THAN 5%. F. MAKE CONNECTIONS TO EQUIPMENT WITH FLEXIBLE CONNECTORS. CONNECTORS SHALL BE FLAME-RETARDANTOR NONCOMBUSTIBLE FABRIC. COMPLY WITH UL 181, CLASS 1 FOR COATINGS OR ADHESIVE. GLASS FABRIC DOUBLE COATED WITH NEOPRENE, MIN 26 OZ/SQ YD, 480 LBF/INCH TENSILE STRENGTH IN THE WARP AND 350LBF/INCH IN THE FILLING. G. FLEXIBLE DUCT SHALL COMPLY WITH SMACNA FOR BRANCH INLET AND OUTLET CONNECTIONS. R-6 INSULATION VALUE. UL 181, CLASS 1 BLACK POLYMER FILM SUPPORTED BY HELICALLY WOUND, SPRING-STEEL WIRE,FIBROUS GLASS INSULATION, POLYETHYLENE VAPOR-BARRIER FILM. 4 INCH W.G. POSITIVE AND 0.5 INCH NEGATIVE PRESSURE, MAX 4000 FPM VELOCITY. ATTACH WITH NYLON STRAPS. H. PAINT INTERIOR OF METAL DUCTS THAT ARE VISIBLE THROUGH REGISTERS AND GRILLES AND THAT DO NOT HAVE DUCT LINER. APPLY ONE COAT OF ZINC BASED PRIMER AND ONE COAT OF FLAT, BLACK, LATEX PAINT. I. AFTER INSTALLATION, VISUALLY INSPECT DUCT SYSTEM TO ENSURE THAT NO VISIBLE CONTAMINANTS AREPRESENT. PERFORM LEAKAGE TESTS IN ACCORDANCE WITH SMACNA'S "HVAC DUCT LEAKAGE TEST MANUAL". SUBMIT A TEST REPORT FOR EACH TEST. TEST REPRESENTATIVE DUCT SECTIONS, TOTALING NO LESS THAN25% OF TOTAL INSTALLED DUCT AREA. CONDUCT TESTS AT STATIC PRESSURES EQUAL TO MAXIMUM DESIGN PRESSURE OF SYSTEM BEING TESTED. DUCT SYSTEM WILL BE CONSIDERED DEFECTIVE IF IT DOES NOT PASSTESTS AND INSPECTIONS. VERIFY SCALE BAR IS ONE (1) INCH LONG ON ORIGINAL DRAWING: IF BAR IS NOT ONE (1) INCH LONG, ADJUST SCALE ACCORDINGLY 0 1 145 Culver Road, Suite 200 Rochester, NY 14620 Telephone 585 427 8888 Facsimile 585 427 8914 www.erdmananthony.com 145 Culver Road Suite 200 Rochester, NY 14620 Telephone 585 427 8888 www.erdmananthony.com 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: Revisions4/16/2021 4:19:59 PMC:\Users\monom\Documents\Revit 2020\Thurston_MEP-Central_R20_monomCVV2R.rvt21012.00 JB HVAC SPECIFICATIONS AK M-001 Bid Documents CORNELL UNIVERSITY Cornell Thurston Hall Lab 407 Reno Ithaca, NY April 16, 2021 04/16/21 FEFE FEFE T11 T9 T8 T7 T6 TK TK TJ TJ2 TH2 D ATN VAV-9S 2925 D (E) VAV-10S 575 (E) VAV-10E 575 T(D) 1 2 2 1 1 1 1 22222 1 3 3 3 4 4 4 4 T11 T9 T8 T7 T6 TK TK TJ TJ2 TH2 409 400E 400S 409A T T(N)(N) P P 8ø S-1 250 8ø S-1 250 8ø S-1 250 8ø S-1 250 8ø S-1 250 8ø S-1 250 VAV-9-S VAV-9A-S 20x1016x8 8ø 8ø 8ø 8ø 8ø 8ø 16x8(E) VAV-10S 575 (E) VAV-10E 575 1 1 P P VAV-9A-E VAV-9-E R-1 R-1 1 2 2 2 14X12 14X12 2 VERIFY SCALE BAR IS ONE (1) INCH LONG ON ORIGINAL DRAWING: IF BAR IS NOT ONE (1) INCH LONG, ADJUST SCALE ACCORDINGLY 0 1 145 Culver Road, Suite 200 Rochester, NY 14620 Telephone 585 427 8888 Facsimile 585 427 8914 www.erdmananthony.com 145 Culver Road Suite 200 Rochester, NY 14620 Telephone 585 427 8888 www.erdmananthony.com 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: Revisions4/16/2021 4:20:00 PMC:\Users\monom\Documents\Revit 2020\Thurston_MEP-Central_R20_monomCVV2R.rvt21012.00 JB HVAC PLANS AK M-101 Bid Documents CORNELL UNIVERSITY Cornell Thurston Hall Lab 407 Reno Ithaca, NY April 16, 2021 1/4" = 1'-0" 1 FOURTH FLOOR HVAC PLAN - DEMO 1/4" = 1'-0"2 FOURTH FLOOR HVAC PLAN - NEW KEYED NOTES: 1. DISCONNECT AND REMOVE EXHAUST AIR DUCT, GRILLES, DAMPERS, HANGERS, SUPPORTS, ACCESSORIES, ETC. DISCONNECT AND REMOVE DUCT TO POINT INDICATED ON PLAN. FIELD VERIFY DUCT ROUTING AND EXISTING CONDITIONS PRIOR TO START OF DEMOLITION WORK. 2. DISCONNECT AND REMOVE SUPPLY AIR DUCT, DIFFUSERS, VAV TERMINAL UNIT, ALL CONTROLS, DAMPERS, HANGERS, SUPPORTS, ACCESSORIES, ETC. DISCONNECT AND REMOVE DUCT TO POINT INDICATED ON THE PLAN. FIELD VERIFY DUCT ROUTING AND EXISTING CONDITIONS PRIOR TO START OF DEMOLITION WORK. 3. EXISTING VAV-10S & VAV-10E, ASSOCIATED CONTROLS, DUCTWORK, GRILLES/DIFFUSERS, ETC. TO REMAIN. RE-BALANCE EXISTING SYSTEM TO INDICATED VALUES. 4. EXISTING PERIMETER HOT WATER FINNED TUBE RADIATORS TO REMAIN. # KEYED NOTES: 1. RE-BALANCE EXISTING SYSTEM TO INDICATED VALUES. PROVIDE ADDITIONAL FLEX DUCT CONNECTION AS NECESSARY TO RELOCATE EXISTING DIFFUSER INTO NEW GRID LOCATION. 2. PROVIDE NEW VAV BOX, DUCTWORK, CONTROLS AND ACCESSORIES. # 04/16/21 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-9-E ROOM 409 1,000 250 10 1800 210 30 1 PRICE SDEV5 1,2,3,4 VAV-9A-E ROOM 407 500 125 8 1100 125 30 1 PRICE SDEV5 1,2,3,4 NOTES: 1. PROVIDE DIRECT DIGITAL CONTROL ARRANGEMENT. 2. LOCATE CONTROLS ENCLOSURE AS INDICATED ON PLANS, CONTROLS TO BE SUPPLIED BY THE BACS CONTRACTOR. 3. UNIT SHALL BE INSTALLED ABOVE CEILING. 4. 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. VAV SUPPLY AIR TERMINAL UNITS 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-9-S ROOM 409 1,000 250 10 1800 210 30 0.30 PRICE SDV5 1,2,3,4,5,6,7,8 VAV-9A-S ROOM 407 500 125 8 1100 125 30 0.30 PRICE SDV5 1,2,3,4,5,6,7,8 NOTES: 1. PROVIDE WITH 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. UNISTRUT THREADE D HANGER ROD HANGER STRAP NOTE: SIZE AND RATING OF HANGERS AND SUPPORTS SHALL BE PER LATEST "SMACNA" STANDARDS. DUCT OVER 60" DUCT 60" MAX 1" MIN. SUPPLY AIR RETURN / EXHAUST AIR BRANCH DUCT MAIN DUCT TAPERED CONNECTION 45deg ANGLE OR CONICAL CONNECTION (IF ROUND) VOLUME DAMPER 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 3D DD1.5 x D R = D 1.5 x DVERIFY SCALE BAR IS ONE (1) INCH LONG ON ORIGINAL DRAWING: IF BAR IS NOT ONE (1) INCH LONG, ADJUST SCALE ACCORDINGLY 0 1 145 Culver Road, Suite 200 Rochester, NY 14620 Telephone 585 427 8888 Facsimile 585 427 8914 www.erdmananthony.com 145 Culver Road Suite 200 Rochester, NY 14620 Telephone 585 427 8888 www.erdmananthony.com 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: Revisions4/16/2021 4:20:00 PMC:\Users\monom\Documents\Revit 2020\Thurston_MEP-Central_R20_monomCVV2R.rvt21012.00 JB HVAC DETAILS & SCHEDULES AK M-500 Bid Documents CORNELL UNIVERSITY Cornell Thurston Hall Lab 407 Reno Ithaca, NY April 16, 2021 NO SCALE1DUCT SUPPORT ATTACHMENTS NO SCALE2DUCT TAKE-OFFS NO SCALE3CEILING DIFFUSER WITH FLEX DUCT INSTALLATION NO SCALE4SUPPLY/EXHAUST AIR TERMINAL BOX CONNECTIONS 04/16/21 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 DISPLAYSA 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 VERIFY SCALE BAR IS ONE (1) INCH LONG ON ORIGINAL DRAWING: IF BAR IS NOT ONE (1) INCH LONG, ADJUST SCALE ACCORDINGLY 0 1 145 Culver Road, Suite 200 Rochester, NY 14620 Telephone 585 427 8888 Facsimile 585 427 8914 www.erdmananthony.com 145 Culver Road Suite 200 Rochester, NY 14620 Telephone 585 427 8888 www.erdmananthony.com 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: Revisions4/16/2021 4:20:00 PMC:\Users\monom\Documents\Revit 2020\Thurston_MEP-Central_R20_monomCVV2R.rvt21012.00 JB BMS CONTROLS LEGEND & NOTES AK MC-000 Bid Documents CORNELL UNIVERSITY Cornell Thurston Hall Lab 407 Reno Ithaca, NY April 16, 2021 04/16/21 VS BI AI T MOD AO VAV-1 MOD AO VAV-5 ROOM SEQUENCE OF OPERATION SYSTEM DESCRIPTION: 1. VARIABLE AIR VOLUME SUPPLY BOX 2. VARIABLE AIR VOLUME EXHAUST BOX 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 MODULATING THE PERIMETER HEATING CONTROL VALVE AND THE VAV DAMPER SHALL MODULATE TO THE MINIMUM POSITION TO MAINTAIN THE OCCUPIED HEATING TEMPERATURE SETPOINT. 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: DURING THE UNOCCUPIED HEATING PERIOD, THE VAV BOXES SHALL CLOSE TO AND REMAIN AT THEIR MINIMUM POSITIONS. IF THE SPACE IS UNOCCUPIED DURING THE SCHEDULED UNOCCUPIED PERIOD AND THE ZONE TEMPERATURE FALLS BELOW THE UNOCCUPIED HEATING TEMPERATURE SETPOINT, THE UNOCCUPIED HEATING SETPOINT SHALL BE MAINTAINED BY MODULATING THE PERIMETER HEATING CONTROL VALVE. 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. EXHAUST AIR VAV BOX CONTROL: THE EXHAUST AIR VAV SHALL MODULATE AS NEEDED TO MAINTAIN THE SUPPLY AIRFLOW RATE. T AV SETPOINT SA D AI AO EXISTING FIN TUBE NOTE 3 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 PARALLEL 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 COMBO SENSOR (RNET) TYPICAL SUPPLY AND EXHAUST VAV TERMINAL UNIT CONTROL VERIFY SCALE BAR IS ONE (1) INCH LONG ON ORIGINAL DRAWING: IF BAR IS NOT ONE (1) INCH LONG, ADJUST SCALE ACCORDINGLY 0 1 145 Culver Road, Suite 200 Rochester, NY 14620 Telephone 585 427 8888 Facsimile 585 427 8914 www.erdmananthony.com 145 Culver Road Suite 200 Rochester, NY 14620 Telephone 585 427 8888 www.erdmananthony.com 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: Revisions4/16/2021 4:20:01 PMC:\Users\monom\Documents\Revit 2020\Thurston_MEP-Central_R20_monomCVV2R.rvt21012.00 JB BMS CONTROLS SCHEMATIC AK MC-101 Bid Documents CORNELL UNIVERSITY Cornell Thurston Hall Lab 407 Reno Ithaca, NY April 16, 2021 04/16/21 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 RM 407 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 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 RM 409 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 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 TOTALS 6 0 10 6 HARDWARE 22 VERIFY SCALE BAR IS ONE (1) INCH LONG ON ORIGINAL DRAWING: IF BAR IS NOT ONE (1) INCH LONG, ADJUST SCALE ACCORDINGLY 0 1 145 Culver Road, Suite 200 Rochester, NY 14620 Telephone 585 427 8888 Facsimile 585 427 8914 www.erdmananthony.com 145 Culver Road Suite 200 Rochester, NY 14620 Telephone 585 427 8888 www.erdmananthony.com 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: Revisions4/16/2021 4:20:01 PMC:\Users\monom\Documents\Revit 2020\Thurston_MEP-Central_R20_monomCVV2R.rvt21012.00 JB BMS CONTROLS POINTS LIST AK MC-102 Bid Documents CORNELL UNIVERSITY Cornell Thurston Hall Lab 407 Reno Ithaca, NY April 16, 2021 04/16/21 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 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 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: 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. 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: C -MOUNT 6" ABOVE SINK OR COUNTERTOP F -FLOOR MOUNTED GFI -GROUND FAULT INTERRUPTER H -MOUNT HORIZONTALLY 6" ABOVE SINK OR COUNTERTOP 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 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 RTS REMOTE TEST STATION 15 15 WIRELESS ACCESS POINT, CEILING MOUNTED (POWER OVER ETHERNET) TELECOMMUNICATIONS VOICE/DATA OUTLET -(2) DATA JACKS & (1) VOICE JACK -WALL MOUNTED -FLUSH - 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 # # #SECURITY COUNDUIT TO DOOR FRAME PUSH BUTTON DOOR SWITCH CR CARD READER KP SECURITY KEY PAD DC DOOR CONTACT EQUIPMENT MANUAL MOTOR STARTER EQUIPMENT CONNECTION M J J JUNCTION BOX -WALL OR CEILING JUNCTION BOX -RECESSED IN FLOOR LIGHTING FIXTURES RECESSED LINEAR LUMINAIRES DAYLIGHT SENSOR LIGHTING CONTROLS 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 M -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 PC PHOTOCELL WS DH DAYLIGHT HARVESTING CONTROLLER ER RC CS NOTE: WALL MOUNTED SWITCHES SHALL BE 46" AFF TO CENTER OF DEVICE. V PASSIVE INFRARED VACANCY SENSOR -CEILING MOUNTED OCCUPANCY SENSOR -WALL MOUNTED (SAME SUBSCRIPTS AS CEILING MOUNTED) EMERGENCY LIGHTING CONTROL UNIT DIGITAL ROOM CONTROLLER RELAY (X = QUANTITY OF RELAYS) X 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 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 VERIFY SCALE BAR IS ONE (1) INCH LONG ON ORIGINAL DRAWING: IF BAR IS NOT ONE (1) INCH LONG, ADJUST SCALE ACCORDINGLY 0 1 145 Culver Road, Suite 200 Rochester, NY 14620 Telephone 585 427 8888 Facsimile 585 427 8914 www.erdmananthony.com 145 Culver Road Suite 200 Rochester, NY 14620 Telephone 585 427 8888 www.erdmananthony.com 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: Revisions4/16/2021 4:19:54 PMC:\Users\monom\Documents\Revit 2020\Thurston_MEP-Central_R20_monomCVV2R.rvt21012.00 BRW ELECTRICAL SYMBOLS, NOTES & ABBREVIATIONS DSU E-000 Bid Documents CORNELL UNIVERSITY Cornell Thurston Hall Lab 407 Reno Ithaca, NY April 16, 2021 04/16/21 1. THE CONTRACTOR SHALL INSPECT THE EXISTING CONDITIONS AT THE SITE AND THE PROJECT CONTRACT DOCUMENTS PRIOR TO THE START OF ANY WORK TO DETERMINE WHAT EFFECT THE EXISTING CONDITIONS WILL HAVE IN HIS WORK. POTENTIAL PROBLEMS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY. THE SUBMISSION OF A PROPOSAL SHALL BE CONSTRUED AS EVIDENCE THAT THIS CONTRACTOR HAS VISITED THE SITE AND HAS MADE A THOROUGH EXAMINATION OF THE EXISTING CONDITIONS. CLAIMS FOR LABOR, EQUIPMENT OR MATERIALS REQUIRED FOR DIFFICULTIES ENCOUNTERED SHALL BE BOURNE BY THE BIDDER. 2. THE WORK UNDER CONTRACT SHALL BE COMPATIBLE WITH THE EXISTING SYSTEM CONDITIONS. A. LOCATION OF EQUIPMENT OR THE ROUTING OF THE VARIOUS SYSTEMS AS WELL AS OPERATING IN FLOOR SLABS OR WALLS SHALL BE GOVERNED BY EXISTING CONDITIONS AS THEY APPEAR IN THE FIELD OR ON THE AS-BUILT DRAWINGS. ALL CORING SHALL BE COORDINATED WITH THE BUILDING OWNER. B. CARE SHALL BE TAKEN DURING THE INSTALLATION OF THE NEW WORK NOT TO DAMAGE OR INTERRUPT THE EXISTING BUILDING SYSTEMS AND SERVICE INSTALLED. DAMAGE TO EXISTING SYSTEMS AND EQUIPMENT CAUSED BY WORK UNDER THIS CONTRACTOR DURING THE INSTALLATION OF HIS WORK SHALL BE REPAIRED AND/OR REPLACED AT THIS CONTRACTOR'S EXPENSE TO THE COMPLETE SATISFACTION OF THE BUILDING OWNER. C. SHUTDOWN OF EXISTING SYSTEMS FOR CONNECTIONS TO EXISTING SERVICES SHALL BE COORDINATED WITH THE BUILDING OWNER. THE CONTRACTOR SHALL SUBMIT REQUESTS, WHERE THEY AFFECT THE OPERATION OF THE BUILDING SYSTEMS, AT LEAST ONE (1) WEEK IN ADVANCE OF ANY REQUIRED SHUTDOWN. THE ACTUAL TIME MUTUALLY AGREED TO BY THE BUILDING OWNER AND THIS CONTRACTOR. 3. THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, SERVICES AND INCIDENTALS NECESSARY FOR COMPLETE AND OPERATIONAL SYSTEMS IN ACCORDANCE WITH THE INTENT OF THE SPECIFICATIONS AND THE DRAWINGS. 4. ALL WORK SHALL BE INSTALLED IN CONFORMANCE TO THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE, AND ALL OTHER FEDERAL, STATE AND LOCAL REGULATIONS AND ORDINANCES. 5. OBTAIN AND PAY FOR ALL INSPECTIONS, LICENSES, PERMITS AND APPROVALS REQUIRED BY GOVERNING AUTHORITIES AND INSTALL ALL WORK IN COMPLIANCE THEREOF. INCLUDE IN BID, ALL APPLICABLE TAXES AND PREMIUMS OF INSURANCE REQUIRED BY THE GENERAL CONDITIONS OF THE CONTRACT. 6. ELECTRICAL EQUIPMENT SHALL BE MOUNTED AT THE FOLLOWING HEIGHTS UNLESS OTHERWISE NOTED OR DETAILED ON THE ELECTRICAL OR ARCHITECTURAL DRAWINGS. NOTES ON ARCHITECTURAL DRAWINGS SHALL SUPERSEDE THOSE NOTED ON OR DETAILED ON THE ELECTRICAL DRAWINGS. IF THE MOUNTING HEIGHT OF ANY ELECTRICAL COMPONENT IS QUESTIONABLE, OBTAIN CLARIFICATION FROM THE ENGINEER BEFORE INSTALLATION. 7. A. WALL MOUNTED RECEPTACLES --18 INCHES AFF TO CENTER B. LIGHT SWITCHES, PUSHBUTTON STATIONS, HOA SWITCHES, SELECTOR SWITCHES, AND ALL OTHER TOGGLE OR CONTROL SWITCHES --4 FEET ABOVE FINISHED FLOOR TO CENTERLINE. C. SAFETY SWITCHES, SERVICE SWITCHES AND INDIVIDUALLY MOUNTED STARTERS AND CONTACTORS FOR THE CONTROL, OPERATION OR ISOLATION OF MOTORIZED EQUIPMENT --5 FEET AFF TO CENTER LINE. 8. AT THE COMPLETION OF DAILY WORK, THE CONTRACTOR SHALL REMOVE FROM THE PROPERTY ALL RUBBISH OR WASTE MATERIAL BELONGING TO HIM. KEEP THE JOB SITE FREE FROM ACCUMULATION OF WASTE MATERIALS AND RUBBISH. 9. SAFETY REGULATIONS ESTABLISHED BY OSHA SHALL BE MAINTAINED THROUGHOUT THE ENTIRE CONSTRUCTION PERIOD OF THE PROJECT. 10. IT IS THE INTENT OF THESE SPECIFICATIONS AND THE ELECTRICAL DRAWINGS TO CALL FOR FINISHED WORK, TESTED AND READY FOR OPERATION. ANY INCIDENTAL ACCESSORIES NECESSARY TO MAKE THE ELECTRICAL INSTALLATION COMPLETE AND PERFECT IN ALL RESPECTS AND READY FOR OPERATION, EVEN IF NOT PARTICULARLY SPECIFIED, SHALL BE FURNISHED, DELIVERED AND INSTALLED UNDER THIS SECTION WITHOUT ADDITIONAL EXPENSE TO THE OWNER. DISCREPANCIES OR A QUESTION OF INTENT, SHALL BE REFERRED TO THE ENGINEER FOR DECISION BEFORE ORDERING ANY MATERIALS OR EQUIPMENT, OR BEFORE THE START OF ANY RELATED WORK, AND THE INTERPRETATIONS OF THE ENGINEER SHALL BE FINAL, CONCLUSIVE AND BINDING. 11. DRAWINGS ARE DIAGRAMMATIC ONLY. THE EXACT LOCATION, MOUNTING HEIGHTS, SIZE OF EQUIPMENT AND ROUTING OF RACEWAYS SHALL BE COORDINATED AND DETERMINED IN THE FIELD. 12. THE EXACT LOCATION AND MOUNTING HEIGHTS OF ALL LIGHTING FIXTURES, LOCATED IN MECHANICAL EQUIPMENT SPACES, SHALL BE COORDINATED IN THE FIELD BY THE CONTRACTOR BEFORE INSTALLATION OF SAME, SO AS TO AVOID INTERFERENCE WITH DUCTS, PIPING AND OTHER MECHANICAL EQUIPMENT. 13. ALL STRAIGHT FEEDER, BRANCH CIRCUIT AND CONDUIT RUNS SHALL BE PROVIDED WITH SUFFICIENT PULL BOXES TO LIMIT THE MAXIMUM LENGTH OF ANY SINGLE CABLE PULL TO 150 FEET. EXACT SIZES OF PULL BOXES AND LOCATIONS TO BE DETERMINED IN THE FIELD BY THE CONTRACTOR. 14. THE CONTRACTOR SHALL COORDINATE WITH THE HEATING, VENTILATING, AIR CONDITIONING AND PLUMBING CONTRACTORS AS TO THE EXACT LOCATION OF THEIR RESPECTIVE EQUIPMENT; THE POWER WIRING, CONTROL WIRING AND ALL ELECTRICAL CONNECTIONS REQUIRED BY THEM. ALL WORK, CONNECTIONS AND CONDUIT TURN-UPS SHALL BE COORDINATED WITH THE RESPECTIVE CONTRACTORS BEFORE THE START OF CONSTRUCTION IN THE FIELD. GENERAL RACEWAYS A. RIGID GALVANIZED STEEL (RGS) CONDUIT SHALL BE HOT DIPPED STEEL CONFORMING TO UL STANDARD NO.6 AS MANUFACTURED BY WHEATLAND, REPUBLIC STEEL, ALLIED TUBE OR EQUAL. B. ELECTRIC METALLIC TUBING (EMT) SHALL BE HOT DIPPED STEEL CONFORMING TO UL STANDARD NO. 797. TUBING SHALL BE AS MANUFACTURED BY WHETLAND, REPUBLIC STEEL, ALLIED TUBE OR EQUAL. C. FLEXIBLE METAL CONDUIT SHALL BE SINGLE STRIP, CONTINUOUS, FLEXIBLE, INTERLOCKED DOUBLE WRAPPED STEEL, GALVANIZED INSIDE AND OUTSIDE, FORMING SMOOTH WIRING CHANNEL. FLEXIBLE METAL CONDUIT SHALL BE AS MANUFACTURED BY PYLE-NATIONAL, AMERICAN FLEXIBLE CONDUIT OR EQUAL. D. LIQUID TIGHT FLEXIBLE METAL CONDUIT SHALL BE SIMILAR TO FLEXIBLE METAL CONDUIT, BUT WITH EXTRUDED MOISTURE AND OILPROOF OUTER JACKET OF POLYVINYL CHLORIDE PLASTIC AND BE AS MANUFACTURED BY AMERICAN FLEXIBLE CONDUIT, INTERNATIONAL METAL HOSE OR EQUAL. E. RIGID GALVANIZED STEEL CONDUIT FITTINGS, COUPLINGS, BUSHINGS, LOCKNUTS AND CONNECTORS SHALL BE THREADED AND GALVANIZED OR CADMIUM PLATED AND SHALL BE AS MANUFACTURED BY O-Z/GEDNEY, THOMAS & BETTS OR EQUAL. F. COUPLINGS AND CONNECTORS FOR ELECTRIC METALLIC TUBING SHALL BE GALVANIZED STEEL SET SCREW TYPE AND SHALL BE AS MANUFACTURED BY O-Z/GEDNEY, THOMAS & BETTS OR EQUAL. G. FITTINGS FOR FLEXIBLE METALLIC CONDUIT SHALL BE STEEL OR MALLEABLE IRON ZINC PLATED WITH CENTER STOP AND INSULATED THROAT AS MANUFACTURED BY O-Z/GEDNEY, THOMAS & BETTS OR EQUAL. H. FITTINGS FOR LIQUID TIGHT FLEXIBLE METAL CONDUIT SHALL BE MALLEABLE IRON ZINC PLATED SUITABLE FOR GROUNDING AND BE AS MANUFACTURED BY O-Z/GEDNEY, THOMAS & BETTS OR EQUAL. I. ALL RACEWAYS ARE TO BE A MINIMUM OF 1/2" UNLESS OTHERWISE NOTED PULL, JUNCTION, OUTLET BOXES AND WIREWAYS A. EACH OUTLET, JUNCTION OR PULL BOX SHALL BE OF THE PROPER TYPE, CLASS AND CONSTRUCTION TO SUIT THE SPECIFIC CONDITIONS ENCOUNTERED. B. PULL AND JUNCTION BOXES SHALL BE CODE GAUGE MINIMUM THICKNESS GALVANIZED STEEL WITH SCREW-ON COVERS, UNLESS OTHERWISE NOTED. PROVIDE CABLE SUPPORTS FOR THE SUPPORT OF ALL TIERS OF CABLES AND CONDUCTORS WITHIN THE PULL OR JUNCTION BOXES. PULL AND JUNCTION BOXES SHALL BE MANUFACTURED BY KEYSTONE- COLUMBIA, LEE PRODUCTS OR McKINSTRY METAL WORKS. C. INTERIOR OUTLET BOXES SHALL BE CODE GAUGE GALVANIZED STEEL AND SHALL BE OF THE SHAPES AND SIZES TO SUIT THEIR RESPECTIVE LOCATIONS AND INSTALLATIONS, AND SHALL BE PROVIDED WITH COVERS TO SUIT THEIR FUNCTION AND INSTALLATION. BOXES SHALL BE MIDLAND-ROSS, APPLETON ELECTRIC COMPANY OR RACO. D. WIREWAYS SHALL BE OF THE TOTALLY ENCLOSED TYPE, CONSTRUCTED OF CODE GAUGE SHEET METAL WITH HINGED COVER. PROVIDE ALL FITTINGS, TEES, ELBOWS, WIRE RETAINERS, CLOSURE PLATES, HANGERS AND COMPONENT PARTS REQUIRED FOR A COMPLETE INSTALLATION. WIREWAYS SHALL BE AS MANUFACTURED BY McKINSTRY METAL WORKS, LEE PRODUCTS OR KEYSTONE COLUMBIA. ALL CONDUCTORS RATED FOR 600 VOLT FOR THE WIRING OF BRANCH CIRCUITS, MOTORIZED CIRCUITS, AUXILIARY SYSTEM WIRING AND DISTRIBUTION FEEDER CONDUCTORS IN RACEWAY SHALL BE SOFT DRAWN COPPER AND SHALL HAVE A CONDUCTIVITY OF NOT LESS THAN 98 PERCENT OF THE ANSI STANDARD ANNEALED COPPER. CONDUCTORS SHALL BEAR THE MARKINGS OF THE UNDERWRITERS' LABORATORIES, THE AWG SIZE, TYPE INSULATION, MAXIMUM PERMISSIBLE VOLTAGE AND THE MANUFACTURER'S NAME AND TRADE MARK. WIRING SHALL BE A MINIMUM OF #12 AWG, EXCEPT MOTOR CONTROL CIRCUIT WIRING AND FIRE ALARM SYSTEM WIRING MAY BE #14 AWG. ALL WIRING SHALL BE STRANDED. WIRE AND CABLE SHALL BE TYPE THWN-THHN BUILDING WIRE, 600V, RATED FOR 75 DEGREES C IN WET LOCATIONS AND 90 DEGREES C IN DRY LOCATIONS. WIRE AND CABLES SHALL BE UL LISTED, BEAR THE UL LABEL AND BE MANUFACTURED BY ALPHA WIRE COMPANY, BELDEN INC., GENERAL CABLE CORPORATION, OR SOUTHWIRE COMPANY. METAL CLAD (MC) CABLE RATED FOR 600 VOLTS FOR THE WIRING OF BRANCH CIRCUITS SHALL BE SOFT DRAWN COPPER AND SHALL HAVE A CONDUCTIVITY OF NOT LESS THAN 98 PERCENT OF THE ANSI STANDARD ANNEALED COPPER. CLADDING SHALL BE CONTINUOUS INTERLOCKED WRAPPED STEEL GALVANIZED INSIDE AND OUTSIDE. WIRING SHALL BE #12 AWG STRANDED. CABLE SHALL BE PROVIDED WITH A GROUND WIRE. CONNECTORS SHALL BE LISTED FOR USE WITH MC CABLE. TOGGLE SWITCHES SHALL BE OF THE TOTALLY ENCLOSED, FLUSH TUMBLER TYPE AND SHALL BE SPECIFICATION GRADE. TOGGLE SWITCH FINISH SHALL BE AS SPECIFIED BY THE ARCHITECT OR TO MATCH EXISTING, HOWEVER, WHEN NOT SPECIFIED BY THE ARCHITECT, BODIES SHALL BE IVORY HANDLE, QUIET INDICATING TYPE WITH SCREW TYPE TERMINALS. TOGGLE SWITCHES SHALL BE AS MANUFACTURED BY COOPER, HUBBELL, LEVITON OR PASS & SEYMOUR. RECEPTACLES SHALL BE SPECIFICATION GRADE AND BE SUPPORTED BY MOUNTING YOKE HAVING PLASTER EARS. RECEPTACLES SHALL BE SIDE OR BACK WIRED WITH SCREW TERMINALS. ALL RECEPTACLES SHALL BE OF THE GROUNDING TYPE AND SHALL BE CONNECTED TO THE METAL MOUNTING YOKE. A TERMINAL SHALL BE PROVIDED FOR GROUND WIRE ON ALL RECEPTACLES. RECEPTACLES FINISH SHALL BE SPECIFIED BY THE ARCHITECT, OR TO MATCH EXISTING HOWEVER, WHEN NOT SPECIFIED BY THE ARCHITECT, BODIES SHALL BE IVORY TYPE. RECEPTACLES SHALL BE MANUFACTURED BY COOPER, HUBBELL, LEVITON OR PASS & SEYMOUR. PROVIDE SPECIFICATION GRADE, THERMOPLASTIC DEVICE PLATES. FINISH OF THE DEVICE PLATES SHALL BE A STANDARD COLOR DETERMINED DURING SHOP DRAWING REVIEW. PLATES SHALL BE OF APPROPRIATE TYPE AND SIZE FOR WIRING AND CONTROL DEVICES, SIGNAL AND TELEPHONE OUTLETS. DEVICE PLATES SHALL BE BY THE SAME MANUFACTURER AS THE DEVICES. WIRE AND CABLE CONNECTORS FOR #8 AWG AND SMALLER SHALL BE OF THE PRESSURE INDENT TYPE WITH AN INSULATING COVER EQUAL TO BUCHANAN ELECTRIC PRODUCTS. CONNECTIONS TO MOTOR LEADS SHALL BE MADE WITH SOLDERLESS LUGS SIMILAR TO BURNDY ENGINEERING COMPANY. WIRE AND CABLE CONNECTORS FOR #6 AWG AND LARGER SHALL BE OF THE BOLTED PRESSURE TYPE EQUAL TO O- Z/GEDNEY MANUFACTURING COMPANY OR BURNDY ENGINEERING COMPANY. COPPER CABLES #1/0 AWG AND LARGER SHALL BE FASTENED WITH A CONNECTOR REQUIRING TWO (2) BOLTS. JOINTS, TAPS AND SPLICES SHALL BE COVERED WITH SCOTCH BRAND TYPE #33 OR APPROVED. FIRE STOP SEALANTS USED TO SEAL ALL OPENINGS AROUND ELECTRICAL RACEWAY SYSTEMS PASSING THROUGH FLOORS AND FIRE RATED WALLS SHALL BE OF THE FIRE RETARDANT SILICONE FOAM TYPE. THE SEALANT SHALL BE PLIABLE IN CHARACTER CAPABLE OF ADHERING ITSELF TO THE SURROUNDING SURFACES WITHIN THE VOID BEING FILLED. THE SEALANT SHALL REMAIN IN THE PLIABLE STATE PERMITTING NORMAL BUILDING VIBRATION AND ALLOWING FOR MATERIAL EXPANSION AND CONTRACTION WITHOUT CRACKING OR CRUMBLING. FIRE STOP SEALANTS SHALL BE FLAME SAFE AS MANUFACTURED BY THOMAS & BETTS OR APPROVED EQUAL. FURNISH ACCESS PANELS FOR ACCESS TO ALL CONCEALED PARTS OF THE ELECTRICAL SYSTEM THAT REQUIRED ACCESSIBILITY FOR THE PROPER OPERATING AND MAINTENANCE OF THE SYSTEM. THE ACCESS PANELS WILL BE INSTALLED BY THE CONTRACTOR UNDER THE APPROPRIATE SECTION OF THE SPECIFICATIONS FOR THE SURFACE IN WHICH THE PANELS ARE LOCATED. COORDINATE LOCATION OF ALL ACCESS PANELS WITH THE ARCHITECT. MINIMUM SIZE ACCESS PANEL IS TO BE 12 INCHES BY 24 INCHES. ACCESS PANELS SHALL BE PRIME PAINTED WITH CYLINDER LOCK AND TWO KEYS AS MANUFACTURED BY INLAND STEEL PRODUCTS COMPANY, "MILCOR", MIAMI CAREY, WALSH-NANNON-GLADWIN, INC., "WAY LOCTOR" OR EQUAL. FURNISH AND INSTALL ALL SUPPLEMENTARY STEEL, CHANNELS AND SUPPORTS REQUIRED FOR THE PROPER INSTALLATION, MOUNTING AND SUPPORT OF ALL LIGHTING FIXTURES, AND ELECTRICAL EQUIPMENT TO BE INSTALLED UNDER THIS CONTRACT. SUPPLEMENTARY STEEL, CHANNELS AND SUPPORTS SHALL BE FURNISHED, INSTALLED AND SECURED WITH ALL FITTINGS, SUPPORT RODS AND APPURTENANCES REQUIRED FOR A COMPLETE SUPPORT OR MOUNTING SYSTEM AND SHALL BE UL LISTED, BE GALVANIZED STEEL, AND BE MANUFACTURED BY MIDLAND-ROSS, UNISTRUT, POWER-STRUT, T.J. COPE OR CHALFANT. NAMEPLATES SHALL BE THREE-PLY BLACK BAKELITE WITH 1/4 INCH HIGH ENGRAVED WHITE LETTERS AND TWO (2) MOUNTING HOLES, NAMEPLATES SHALL BE SECURELY ATTACHED TO EQUIPMENT WITH GALVANIZED SCREWS OR RIVETS. WORDING OF THE NAMEPLATES SHALL BE IN CONFORMANCE WITH THE RESPECTIVE SCHEDULES AND NOTES ON THE DRAWINGS. NAMEPLATES SHALL BE PROVIDED ON THE FOLLOWING EQUIPMENT; MOTOR CONTROLS, PANELBOARDS, DISTRIBUTION BOARD, REMOTE OPERATING STATION, TIME CLOCK, SAFETY SWITCH, PILOT LIGHT AND CONTROL DEVICE IDENTIFYING THE UNITS CONTROLLED OR PROTECTED. NAMEPLATES SHALL BE PROVIDED FOR ALL AUXILIARY SYSTEM EQUIPMENT AS INDICATED AND INCLUDED UNDER OTHER PARAGRAPHS OF THIS SECTION. PROVIDE DISCONNECT SWITCHES FUSED OR UNFUSED AS SHOWN ON DRAWINGS. SWITCHES SHALL BE NEMA TYPE HD SAFETY SWITCHES FOR HEAVY DUTY WITH INTERLOCKING COVER, SIDE OPERATED. SWITCHES EXPOSED TO WEATHER SHALL HAVE RAINTIGHT ENCLOSURES. SWITCH ENCLOSURE SHALL BE NEMA LISTED FOR LOCATION AND ATMOSPHERE IN WHICH THEY ARE MOUNTED. CURRENT CARRYING PARTS SHALL BE SILVER PLATED. DISCONNECT SWITCHES SHALL BE AS MANUFACTURED BY ONE OF THE FOLLOWING; GENERAL ELECTRIC, EATON, SQUARE D, SIEMENS OR EQUAL. PROVIDE PANELBOARDS WITH COPPER BUS, ISOLATED NEUTRAL BAR, GROUND BAR, SURFACE MOUNTED BOX AND HINGED DOOR-IN-DOOR COVER, 20 AMP, 1-POLE BREAKERS UNLESS NOTED ON DRAWINGS. ALL NEW FIRE ALARM DEVICES SHALL BE COMPATIBLE/LISTED FOR USE WITH THE EXISTING FIRE ALARM SYSTEM IN THE BUILDING (FCI E3 SERIES). PRODUCTS INTERIOR RACEWAY SYSTEMS A. PROVIDE THROUGHOUT THE BUILDING A COMPLETE RACEWAY SYSTEM FOR THE INSTALLATION OF FEEDERS, BRANCH CIRCUITS, AUXILIARY SYSTEM WIRING REQUIRED FOR THE FUNCTION AND OPERATION OF ALL ELECTRICAL AND AUXILIARY SYSTEMS SPECIFIED. THE RACEWAY SYSTEMS SHALL BE COMPLETE IN EVERY DETAIL AND SHALL CONSIST OF ALL CONDUIT, OUTLETS, PULL AND JUNCTION BOXES, FITTINGS, HANGERS, SUPPORTS AND ALL APPURTENANCES REQUIRED TO COMPLY WITH THE INTENT OF THIS SPECIFICATION. B. RACEWAYS SHALL BE THOROUGHLY GROUNDED AND BONDED IN COMMON. C. NO RACEWAYS OR MC CABLE SHALL BE EXPOSED IN FINISHED SPACES. PIPE SLEEVES SHALL EXTEND 3/4 INCH ABOVE FINISHED FLOOR, AND BE FLUSH IN WALLS. ALL CONDUIT SLEEVES PASSING THROUGH FLOORS AND FIRE RATED WALLS SHALL BE RETURNED TO THE ORIGINAL FIRE RATING OF THE FLOOR OR WALL AFTER THE INSTALLATION OF RACEWAYS IN SAME BY MEANS OF FILLING THE OPENING WITH A FOAM SILICONE MATERIAL. D. THE INCLUDED DRAWINGS ARE, FOR THE MOST PART, DIAGRAMMATIC AND, EXCEPT WHERE DEFINITELY DIMENSIONED, THE LOCATIONS OF RACEWAYS AND RACEWAY SYSTEMS SHALL BE DETERMINED IN THE FIELD. E. WIRING SHALL NOT BE PULLED INTO THE RACEWAY SYSTEM UNTIL IT IS MECHANICALLY COMPLETE IN ALL DETAILS. F. FURNISH AND INSTALL A 1/8 INCH NYLON PULL CORD IN ALL EMPTY RACEWAYS. G. RACEWAYS INSTALLED EXPOSED IN MECHANICAL SPACES OR CONCEALED IN CEILING OR WALLS --EMT WITH CONDUCTORS OR MC CABLE. H. WIREWAYS INSTALLED EXPOSED IN FINISHED AREAS--SURFACE METAL RACEWAYS. I. CONNECTIONS TO PORTABLE EQUIPMENT FROM JUNCTION BOXES AND CONNECTION OF RACEWAYS TO MOTOR CONDUIT TERMINAL BOXES --LIQUIDTIGHT FLEXIBLE METAL CONDUIT WITH A MAXIMUM LENGTH OF 6 FEET, 0 INCHES LONG AND A MINIMUM LENGTH OF 18 INCHES. J. FLEXIBLE TAPS FROM JUNCTION BOXES ABOVE SUSPENDED CEILINGS TO RECESSED FLUORESCENT LIGHTING FIXTURES SHALL BE IN FLEXIBLE METAL CONDUIT WITH CONDUCTORS OR MC CABLE. LENGTH OF FLEXIBLE METAL CONDUIT FROM THE JUNCTION BOXES TO THE RECESSED LIGHTING FIXTURES SHALL BE A MAXIMUM OF 6 FEET, 0 INCHES LONG. K. BRANCH CIRCUIT WIRING IN FURRED OR STUD WALLS --EMT WITH CONDUCTORS OR MC CABLE. L. LOW VOLTAGE CABLING (FIRE ALARM, DATA, SECURITY, ETC.) SHALL BE PLENUM RATED AND SUPPORTED BY "D" RINGS, "J" HOOKS, ETC. EVERY THREE (3) FEET ABOVE CEILING, SLEEVED THROUGH WALLS, AND IN RACEWAY DOWN WALL CAVITIES. M. PROVIDE HOSPITAL GRADE MC CABLE TO ALL DEVICES NOTED AS HOSPITAL GRADE. EQUIPMENT AND SYSTEMS INSTALLED AND CONNECTED UNDER THIS CONTRACT SHALL BE BONDED AND GROUNDED IN ACCORDANCE WITH THE STANDARDS OF THE LATEST NATIONAL ELECTRICAL SAFETY CODE, THE STATE ELECTRICAL CODE, AND ALL STATE AND LOCAL REGULATIONS AS A MINIMUM. GROUNDING AND BONDING REQUIREMENTS SPECIFIED OR INDICATED ON THE DRAWINGS THAT EXCEED THE REQUIREMENTS OF THE AGENCIES INDICATED ABOVE SHALL BE ADHERED TO. UNLESS OTHERWISE SPECIFIED HEREIN, ALL CONDUITS PASSING THROUGH EXTERIOR FLOORS, WALLS OR PARTITIONS SHALL BE PROVIDED WITH SLEEVES HAVING AN INTERNAL DIAMETER ONE INCH LARGER (MINIMUM) THAN THE OUTSIDE DIAMETER OF THE RACEWAYS PASSING THROUGH THEM UNLESS OTHERWISE SPECIFIED, ALL SLEEVES SHALL BE SCHEDULE 40 BLACK STEEL PIPE, SET FLUSH WITH FINISHED WALL OR SET ONE INCH ABOVE FINISHED FLOOR SURFACES. THE SPACE BETWEEN SLEEVE AND CONDUIT SHALL BE PACKED WITH FIRE AND WATERPROOF FOAM SILICON. CORE DRILLING OR DRILLING THROUGH STRUCTURAL MEMBERS, WHEN REQUIRED, SHALL BE PERFORMED UNDER THIS SECTION AFTER RECEIPT OF APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. COLOR CODING SHALL BE MAINTAINED FOR ALL FEEDERS AND BRANCH CIRCUIT WIRING THROUGHOUT THE PROJECT. COLOR IMPREGNATE INSULATION SHALL BE USED FOR ALL CONDUCTORS UP TO AND INCLUDING NO. 6 AWG. CONDUCTORS LARGER THAN NO. 6 SHALL BE IDENTIFIED BY COLOR BANDING TAPES AT ALL TERMINATION POINTS, JUNCTION PULL AND OUTLET BOXES. A. PHASES, NEUTRAL, AND GROUND CONDUCTORS FOR THE 240/120V SYSTEM SHALL BE COLOR CODED AS FOLLOWS: • PHASE A -BLACK • PHASE B -RED • 240/120V GROUNDED NEUTRAL -WHITE • EQUIPMENT GROUND CONDUCTOR -GREEN B. PHASES, NEUTRAL, AND GROUND CONDUCTORS FOR 208/120V SYSTEM SHALL BE COLOR CODED AS FOLLOWS: • PHASE A -BLACK • PHASE B -RED • PHASE C -BLUE • 208/120V GROUNDED NEUTRAL -WHITE • EQUIPMENT GROUND CONDUCTOR -GREEN C. PHASES, NEUTRAL, AND GROUND CONDUCTORS FOR 480/277V SYSTEM SHALL BE COLOR CODED AS FOLLOWS: • PHASE A -BROWN • PHASE B -ORANGE • PHASE C -YELLOW • 480/277V GROUNDED NEUTRAL -GRAY • EQUIPMENT GROUND CONDUCTOR -GREEN THIS SECTION SHALL INCLUDE THE MAKING OF THE NECESSARY TESTS REFERRED TO HEREIN IN THE PRESENCE OF THE ARCHITECT TO SHOW THAT THE PARTICULAR SYSTEM OR EQUIPMENT HAS BEEN PROPERLY INSTALLED AND IS IN GOOD OPERATING CONDITION, AS HEREINAFTER SPECIFIED. THE ARCHITECT SHALL BE NOTIFIED TWO (2) WEEKS IN ADVANCE OF THE DATE FOR ALL TESTS SO THAT HE MAY BE PRESENT TO WITNESS THE TESTS. THE INSTALLATION OF ALL EQUIPMENT AND CONDUIT SHALL BE IN ACCORDANCE WITH THE LOCAL SEISMIC REQUIREMENTS. PROVIDE TYPED NEW AND UPDATED PANEL SCHEDULES IN ALL PANELS. PROVIDE LABELING ON ALL RECEPTACLES INDICATING PANEL AND CIRCUIT. EXISTING FIRE ALARM SYSTEM (FCI E3 SERIES) SHALL BE TESTED, AND REPORTS PROVIDED TO OWNER IN ACCORDANCE WITH NFPA 90. EXECUTION 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. VERIFY SCALE BAR IS ONE (1) INCH LONG ON ORIGINAL DRAWING: IF BAR IS NOT ONE (1) INCH LONG, ADJUST SCALE ACCORDINGLY 0 1 145 Culver Road, Suite 200 Rochester, NY 14620 Telephone 585 427 8888 Facsimile 585 427 8914 www.erdmananthony.com 145 Culver Road Suite 200 Rochester, NY 14620 Telephone 585 427 8888 www.erdmananthony.com 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: Revisions4/16/2021 4:19:54 PMC:\Users\monom\Documents\Revit 2020\Thurston_MEP-Central_R20_monomCVV2R.rvt21012.00 BRW ELECTRICAL SPECIFICATIONS DSU E-001 Bid Documents CORNELL UNIVERSITY Cornell Thurston Hall Lab 407 Reno Ithaca, NY April 16, 2021 04/16/21 CS CSCS CS CS CS CS CS T11 T9 T8 T7 T6 TK TK TJ TJ2 TH2 c a,ba,ba,ba,b c a,b a,b a,b a,b a,b a,b a,b a,b cc c c 3 b 3 ba e f e,f e,f e,f 3-LAMP, 18-CELL, PARABOLIC LIGHT FIXTURE WITH LED LAMPS (TYP.) 3-LAMP, 18-CELL, PARABOLIC LIGHT FIXTURE (TYP.) (ETR) (ETR) (ETR)(ETR)(ETR)(ETR) (ETR)(ETR) (ETR)(ETR)(ETR) (ETR) (ETR)(ETR) c MOUNTED TO VERTICAL PIECE OF CHANNEL SUPPORT e,f (ETR)1 1 1 1 1 2 22 3 3 33 3 3 3 2 4 T11 T9 T8 T7 T6 TK TK TJ TJ2 TH2 409407 400E 400S 409A c bac c,d a,ba,ba,ba,b a,b a,b a,b a,b a,b a,bc,d a,b d ba e f e,f e,f e,f e,f 3-LAMP, 18-CELL, PARABOLIC LIGHT FIXTURE WITH LED LAMPS (TYP.) 3-LAMP, 18-CELL, PARABOLIC LIGHT FIXTURE WITH LED LAMPS (TYP.) (ETR) (ETR) (ETR)(ETR)(ETR)(ETR) (ETR)(ETR) (ETR)(ETR)(ETR) (ETR) (ETR) (ETR)(ETR) c,d V a,b V MM MM 3-LAMP, 18-CELL, PARABOLIC LIGHT FIXTURE WITH LED LAMPS (TYP.) e,f V M M 1 3 5 3 c,d c,d c,d c,d a,b 4 2 4 4 3 3 3 4 2 4 2 4 2 4 2 2 VERIFY SCALE BAR IS ONE (1) INCH LONG ON ORIGINAL DRAWING: IF BAR IS NOT ONE (1) INCH LONG, ADJUST SCALE ACCORDINGLY 0 1 145 Culver Road, Suite 200 Rochester, NY 14620 Telephone 585 427 8888 Facsimile 585 427 8914 www.erdmananthony.com 145 Culver Road Suite 200 Rochester, NY 14620 Telephone 585 427 8888 www.erdmananthony.com 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: Revisions4/16/2021 4:19:55 PMC:\Users\monom\Documents\Revit 2020\Thurston_MEP-Central_R20_monomCVV2R.rvt21012.00 BRW ELECTRICAL LIGHTING PLANS DSU EL-101 Bid Documents CORNELL UNIVERSITY Cornell Thurston Hall Lab 407 Reno Ithaca, NY April 16, 2021 1/4" = 1'-0"1 FOURTH FLOOR LIGHTING PLAN - DEMO 1/4" = 1'-0"2 FOURTH FLOOR LIGHTING PLAN - NEW DEMOLITION NOTES: 1. DISCONNECT AND REMOVE EXISTING CEILING MOUNTED OCCUPANCY SENSOR IF IT IS USED TO CONTROL ROOM LIGHT FIXTURES. IF THE SENSOR IS ONLY BEING USED TO CONTROL THE HVAC SYSTEM AND IS TIED INTO BUILDING BMS SYSTEM THEN THE DEVICE SHALL REMAIN. INDICATE ANY REMAINING SENSORS ON AS-BUILT DRAWINGS. 2. DISCONNECT AND REMOVE EXISTING TOGGLE SWITCHES. 3. DISCONNECT AND REMOVE EXISTING LIGHT FIXTURE AND SAVE FOR RELOCATION. DISCONNECT AND REMOVE BRANCH CIRCUITING BACK TO NEAREST ABOVE CEILING JUNCTION BOX AND SAVE FOR REUSE. 4. PROVIDE TEMPORARY SUPPORT OF ALL CEILING MOUNTED LIGHT FIXTURES THAT ARE EXISTING TO REMAIN (ETR) TO ACCOMMODATE CEILING GRID AND TILE REPLACEMENT. RE-INSTALL LIGHT FIXTURES UPON COMPLETION OF GRID AND TILE REPLACEMENT. KEYED NOTES: 1. REVISE BRANCH CIRCUITING OF EXISTING LIGHT FIXTURES TO ACCOMMODATE NEW CEILING MOUNTED VACANCY SENSOR, MOMENTARY SWITCHES AND NEW SWITCHING SCHEME. ONE (1) MOMENTARY SWITCH SHALL CONTROL THE MIDDLE LAMP OF THE FIXTURE ONLY, WHILE THE OTHER SWITCH SHALL CONTROL THE TWO (2) OUTBOARD LAMPS. 2. PROVIDE ALL REQUIRED MODIFICATIONS TO EXISTING LIGHT FIXTURES WITH LED T8 LAMPS TO ACCOMMODATE NEW INBOARD/OUTBOARD LAMP CONTROL. 3. PROVIDE NEW MOMENTARY CONTACT SWITCHES AND CEILING MOUNTED VACANCY SENSORS FOR ROOM LIGHTING CONTROL. PROVIDE NEW SURFACE MOUNTED BACKBOX AND RACEWAY FOR MOMENTARY SWITCHES. 4. RE-INSTALL EXISTING LIGHT FIXTURE AT LOCATION INDICATED. EXTEND AND RECONNECT EXISTING LIGHTING BRANCH CIRCUITING TO RELOCATED FIXTURE. 5. PROVIDE NEW MOMENTARY CONTACT SWITCHES AND CEILING MOUNTED VACANCY SENSORS FOR ROOM LIGHTING CONTROL. UTILIZE EXISTING RECESSED BACKBOX FOR MOMENTARY SWITCHES. # # 04/16/21 JJ JJ T11 T9 T8 T7 T6 TK TK TJ TJ2 TH2 LPP-4B LPP-4-AB (ETR) (ETR) FUME HOOD FUME HOOD LOCATED ABOVE RACEWAY LOCATED ABOVE RACEWAY PLUGMOLD GFIGFI FED FROM CEILING WITH EMT CONDUIT FED FROM CEILING WITH EMT CONDUIT RECESSED IN CEILING TILEc S SS S S APPROX. 48" A.F.F. S APPROX. 48" A.F.F. 1 1 1 1 1 1 1 22 3 3 3 3 3 3 33 PLUGMOLD PLUGMOLD 5 6 T11 T9 T8 T7 T6 TK TK TJ TJ2 TH2 409407 400E 400S 409ALOCATED ABOVE RACEWAY LOCATED ABOVE RACEWAY GFIGFI S SS S S APPROX. 48" A.F.F. S APPROX. 48" A.F.F. LPP-4B LPP-4-AB 34 34 36 36 42 40 42 40 36-LPP-4-AB 34-LPP-4-AB 42-LPP-4-AB 40-LPP-4-AB (ETR) (ETR) PLUGMOLD 1 2 3 4 6 GFI GFI 4 GFI 5 RECESSED IN CEILING TILEc PLUGMOLD PLUGMOLDPLUGMOLD VERIFY SCALE BAR IS ONE (1) INCH LONG ON ORIGINAL DRAWING: IF BAR IS NOT ONE (1) INCH LONG, ADJUST SCALE ACCORDINGLY 0 1 145 Culver Road, Suite 200 Rochester, NY 14620 Telephone 585 427 8888 Facsimile 585 427 8914 www.erdmananthony.com 145 Culver Road Suite 200 Rochester, NY 14620 Telephone 585 427 8888 www.erdmananthony.com 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: Revisions4/16/2021 4:34:35 PMC:\Users\monom\Documents\Revit 2020\Thurston_MEP-Central_R20_monomCVV2R.rvt21012.00 BRW ELECTRICAL POWER PLANS DSU EP-101 Bid Documents CORNELL UNIVERSITY Cornell Thurston Hall Lab 407 Reno Ithaca, NY April 16, 2021 1/4" = 1'-0" 1 FOURTH FLOOR POWER PLAN - DEMO 1/4" = 1'-0" 2 FOURTH FLOOR POWER PLAN - NEW DEMOLITION NOTES: 1. DISCONNECT AND REMOVE EXISTING RECEPTACLE AND ASSOCIATED BRANCH CIRCUITING BACK TO SOURCE. 2. DISCONNECT AND REMOVE EXISTING FUME HOOD BRANCH CIRCUITING BACK TO SOURCE. 3. DISCONNECT AND REMOVE SPECIAL RECEPTACLE AND ASSOCIATED BRANCH CIRCUITING BACK TO SOURCE; PROVIDE BLANK COVERPLATE ON RACEWAY. 4. DISCONNECT AND REMOVE ALL EXISTING WIRING DEVICES AND ASSOCIATED COVERPLATES TO ACCOMMODATE REPLACEMENT DEVICES AND COVERPLATES. 5. AFTER DEMOLITION WORK IS COMPLETE, DISCONNECT AND REMOVE ALL REMAINING WIRING DEVICES WITHIN PROJECT AREA TO ACCOMMODATE DEVICE AND COVERPLATE REPLACEMENT. EXISTING BRANCH CIRCUITING SHALL REMAIN FOR REUSE. 6. TEMPORARILY DISCONNECT AND REMOVE EXISTING CEILING MOUNTED RECEPTACLE TO ACCOMMODATE CEILING GRID AND TILE REPLACEMENT. RE- INSTALL DEVICE UPON COMPLETION OF GRID AND TILE REPLACEMENT. KEYED NOTES: 1. PROVIDE TRACING AND RE-LABELING OF ALL REMAINING RECEPTACLES WITHIN PROJECT AREA. 2. RE-CIRCUIT PORTION OF EXISTING PLUGMOLD IN ROOM 407B TO CIRCUIT #24 IN PANELBOARD LPP-4-AB. PROVIDE U.L. LISTED CIRCUIT BREAKER TO MATCH EXISTING PANELBOARD CONSTRUCTION (SQUARE D NQOD) AND KAIC RATING. 3. RE-CIRCUIT EXISTING RECEPTACLES MOUNTED IN SINGLE COMPARTMENT RACEWAY TO CIRCUIT #25 IN PANELBOARD LPP-4-AB. PROVIDE U.L. LISTED CIRCUIT BREAKER TO MATCH EXISTING PANELBOARD CONSTRUCTION (SQUARE D NQOD) AND KAIC RATING. 4. REPLACE EXISTING RACEWAY MOUNTED RECEPTACLE WITH GFCI TYPE RECEPTACLE TO ACCOMMODATE NEW SINK. 5. REPLACE ALL REMAINING WIRING DEVICES (RECEPTACLES, TOGGLE SWITCHES, ETC.) AND ASSOCIATED COVERPLATES WITHIN PROJECT AREA. EXISTING BRANCH CIRCUITING SHALL BE RECONNECTED TO REPLACEMENT DEVICES. COORDINATE FINAL DEVICE AND COVERPLATE FINISHES WITH ARCHITECT PRIOR TO ORDERING. 6. RE-CIRCUIT EXISTING RECEPTACLE MOUNTED IN SINGLE COMPARTMENT RACEWAY TO CIRCUIT #26 IN PANELBOARD LPP-4-AB. PROVIDE U.L. LISTED CIRCUIT BREAKER TO MATCH EXISTING PANELBOARD CONSTRUCTION (SQUARE D NQOD) AND KAIC RATING. # # GENERAL NOTES: 1. ALL EXPOSED SURFACE MOUNTED EMT CONDUIT AND DUAL-COMPARTMENT RACEWAY SHALL BE PAINTED TO MATCH SURROUNDING SURFACE. 2. ALL CIRCUITS IN THESE ROOMS ORIGINATE FROM EITHER LPP-4-AB OR LPP-4B. 04/16/21 W T11 T9 T8 T7 T6 TK TK TJ TG TG TJ2 TH2 TG2 TG2 409407 400U 400Z 400CB 400E 400S 409A 3D1T 1T 3D 3D 3D 3D 2D 2D 2D 3D S LOCATED ABOVE RACEWAY S EXISTING WALL MOUNTED WIRELESS ACCESS POINT (ETR) VERIFY SCALE BAR IS ONE (1) INCH LONG ON ORIGINAL DRAWING: IF BAR IS NOT ONE (1) INCH LONG, ADJUST SCALE ACCORDINGLY 0 1 145 Culver Road, Suite 200 Rochester, NY 14620 Telephone 585 427 8888 Facsimile 585 427 8914 www.erdmananthony.com 145 Culver Road Suite 200 Rochester, NY 14620 Telephone 585 427 8888 www.erdmananthony.com 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: Revisions4/16/2021 4:19:56 PMC:\Users\monom\Documents\Revit 2020\Thurston_MEP-Central_R20_monomCVV2R.rvt21012.00 BRW TELECOM PLANS DSU ET-101 Bid Documents CORNELL UNIVERSITY Cornell Thurston Hall Lab 407 Reno Ithaca, NY April 16, 2021 GENERAL NOTES: 1. ALL EXISTING DATA OUTLETS AND ASSOCIATED RACEWAYS SHOWN ON DRAWING SHALL BE EXISTING TO REMAIN. 1/4" = 1'-0"1 FOURTH FLOOR TELECOM PLAN 04/16/21 Ƨ Ƨ Ƨ T11 T9 T8 T7 T6 TK TK TJ TJ2 TH2 (ETR) c MOUNTED ON VERTICAL PIECE OF CHANNEL SUPPORT (ETR) 2 2 2 1 3 T11 T9 T8 T7 T6 TK TK TJ TJ2 TH2 409407 400E 400S 409A (ETR) c (ETR) 1 30 75 2 VERIFY SCALE BAR IS ONE (1) INCH LONG ON ORIGINAL DRAWING: IF BAR IS NOT ONE (1) INCH LONG, ADJUST SCALE ACCORDINGLY 0 1 145 Culver Road, Suite 200 Rochester, NY 14620 Telephone 585 427 8888 Facsimile 585 427 8914 www.erdmananthony.com 145 Culver Road Suite 200 Rochester, NY 14620 Telephone 585 427 8888 www.erdmananthony.com 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: Revisions4/16/2021 4:19:57 PMC:\Users\monom\Documents\Revit 2020\Thurston_MEP-Central_R20_monomCVV2R.rvt21012.00 BRW FIRE ALARM PLANS DSU FA-101 Bid Documents CORNELL UNIVERSITY Cornell Thurston Hall Lab 407 Reno Ithaca, NY April 16, 2021 1/4" = 1'-0" 1 FOURTH FLOOR FIRE ALARM PLAN - DEMO 1/4" = 1'-0"2 FOURTH FLOOR FIRE ALARM PLAN - NEW DEMOLITION NOTES: 1. DISCONNECT AND REMOVE EXISTING FIRE ALARM NOTIFICATION DEVICE AND SAVE FOR RELOCATION. DISCONNECT AND REMOVE EXISTING FIRE ALARM NOTIFICATION CIRCUITING BACK TO NEAREST ABOVE CEILING JUNCTION BOX AND SAVE FOR REUSE. 2. DISCONNECT AND REMOVE EXISTING SMOKE DETECTOR. PROVIDE ALL REQUIRED MODIFICATIONS TO EXISTING FIRE ALARM SYSTEM INITIATION LOOP BRANCH CIRCUITING TO REMOVE DETECTORS. MODIFICATIONS TO INITIATION LOOP BRANCH CIRCUITING SHALL BE COMPLETED ONCE TEMPORARY HEAT DETECTORS ARE REMOVED (SEE GENERAL NOTE 1). 3. TEMPORARILY DISCONNECT AND REMOVE EXISTING CEILING MOUNTED FIRE ALARM DEVICE TO ACCOMMODATE CEILING GRID AND TILE REPLACEMENT. RE-INSTALL DEVICE UPON COMPLETION OF GRID AND TILE REPLACEMENT. KEYED NOTES: 1. RE-INSTALL EXISTING FIRE ALARM NOTIFICATION DEVICE AT LOCATION SHOWN. EXTEND AND RECONNECT EXISTING FIRE ALARM NOTIFICATION CIRCUITING TO RELOCATED DEVICE. ADJUST CANDELA SETTING OF EXISTING DEVICE TO BE AT LEAST THE VALUE INDICATED. 2. ADJUST CANDELA SETTING OF EXISTING FIRE ALARM NOTFICATION DEVICE TO BE AT LEAST THE VALUE INDICATED. # # GENERAL NOTES: 1. PER CORNELL STANDARDS, TEMPORARILY REPLACE ALL EXISTING SMOKE DETECTORS WITHIN THE RENOVATION AREA WITH HEAT DETECTORS TO AVOID FALSE ALARMS DURING CONSTRUCTION. HEAT DETECTORS SHALL BE TESTED AND OPERATIONAL PRIOR TO THE START OF WORK. ONCE THE RENOVATION WORK HAS BEEN COMPLETED, REMOVE ALL HEAT DETECTORS. CORNELL EHS SHALL WITNESS ALL TESTS. 04/16/21