Transcription
CONTRACT DRAWINGSSTATE OF CONNECTICUTNO.TITLECOVER SHEETIT RANSQUS TU LUSTINE TG1.0GENERAL NOTESG1.1BUILDING INFORMATION - CENTENNIAL HALL & GRASSO HALLA1.0ROOF PLAN - CENTENNIAL HALLA1.1ROOF PLANS - CENTENNIAL HALLA1.2ROOF DETAILS - CENTENNIAL HALLA1.3ROOF DETAILS - CENTENNIAL HALLA1.4ROOF DETAILS - CENTENNIAL HALLA2.0ROOF PLAN - GRASSO HALLA2.1ROOF PLANS - GRASSO HALLA2.2ROOF DETAILS - GRASSO HALLA2.3ROOF DETAILS - GRASSO HALLME1.1MECHANICAL ELECTRICAL ROOF PLANS - CENTENNIAL HALLME2.1MECHANICAL ELECTRICAL ROOF PLANS - GRASSO HALLITGOVERNOR NED LAMONTDEPARTMENT OF ADMINISTRATIVE SERVICESJOSH GEBALLECOMMISSIONERWESTERN CONNECTICUT STATE UNIVERSITYDR. JOHN B. CLARKPRESIDENTROOF REPLACEMENT AT CENTENNIAL HALL & GRASSO HALLWESTERN CONNECTICUT STATE UNIVERSITYDANBURY, CONNECTICUTD.C.S BUILDING NUMBER 00000PROJECT NO. BI-RD-315ARCHITECT:QUISENBERRY ARCARI MALIK, LLC195 SCOTT SWAMP ROADFARMINGTON, CT, LLPARKINGGARAGESITE PLANENGINEER:RZ DESIGN ASSOCIATES, INC.750 OLD MAIN STREETROCKY HILL, CT, 06067860-436-4336LOCATION PLAN
ABBREVIATIONSWIND UPLIFT RATINGSA.F.F.Above Finish FloorHGT.HeightA.C.Acoustic, AcousticalH.M.Hollow MetalA.C.T.Acoustical TileHORIZ.HorizontalA/CAir ConditioningH.B.Hose BibbA.H.U.Air Handling INFO.InformationALF.Aluminum FrameI.D.Inside DiameterANCH.Anchor, AnchorageINSUL.InsulationAB.Anchor BoltINT.InteriorLAngleJT.Joint1.WIND SPEED (95 MPH), 3 SEC GUST*2.GROUND SURFACE ROUGHNESS (C)*ANOD.AnodizedK.P.Kick Plate3.IMPORTANCE FACTOR (1.15)*APPR.ApprovedLABLaboratory4.SAFETY FACTOR (2.0)*ARCH.Architect, .P.B.O.As Provided By OwnerMACH.MachineA.S.B.O.As Selected By rASSY.AssemblyM.BD.Marker sonry .Bevel, sBD.BoardNNorthBOT.BottomN.I.C.Not In ContractB.O.Bottom OfN.T.S.Not To ScaleB.E.J.Brick Expansion JointOFF.OfficeBLDG.BuildingO.C.On CenterB.U.R.Built Up RoofingO.H.OverheadCAB.CabinetO.D.Outside DiameterC.U.H.Cabinet Unit T.D.Paper Towel DispenserCLG.CeilingPASS.PassageCLGHT.Ceiling CenterPLAM.Plastic LaminateCL.CenterlinePL.PlateC.T.Ceramic TilePLUMB.PlumbingC.BD.Chalk OL.ColumnP.E.J.Precast Expansion nceQTY.QuantityCJControl JointQ.T.Quarry in Water ConductorCORR.CorridorRECV.ReceivingCRS.Course, dDET.DetailREV.Revised, RevisionDIA.DiameterR.RiserDIM.DimensionR.D.Roof DrainDIST.DistanceRM.RoomDR.DoorS.N.D.Sanitary Napkin DispenserDBL.DoubleS.N.R.Sanitary Napkin ReceptacleD.H.Double T.SectionDWG.DrawingS.J.Seismic JointD.F.Drinking FountainSHT.SheetEA.EachSIM.SimilarELEC.Electric, ElectricalS.D.Soap DispenserEWC.Electric Water CoolerS.T.D.Sound Transmission ClassEL.ElevationS.T.C.Sound Transmission mergencySQ.SquareEQ.EqualS.F.Square FeetEQUIP.EquipmentS.S.Stainless SteelEXIST.ExistingSTD.StandardE.T.R.Existing To ion JointSTRUCT.Structure, StructuralEXT.ExteriorS.STL.Structural SteelE.I.F.S.Exterior Insulation Finish SystemSUSP.Suspend, SuspentionFT.Feet, FootS.A.T.C.Susp. Acoustic Tile CeilingF.R.G.P.Fiber Reinforced Gypsum PanelT.BD.Tack BoardFIN.Finish, FinishedTHRUThroughF.E.Fire ExtinguisherT.P.D.Toilet Paper DispenserF.R.Fire RetardantT.M.E.To Match ExistingFPRFG.FireproofingT>ounge and GrooveFIXT.FixtureT.O.Top r DrainU.L.Underwriter's LaboratoryFLR.FIN.Floor FinishU.H.Unit HeaterFTG.FootingU.V.Unit VentillatorFDNFoundationU.O.N.Unless Otherwise NotedFURN.Furnish, Furnishings, FurnitureVEST.VestibuleFURR.Furred, FurringVCT.Vinyl Composition Welded Wire FabricGYP. BD.Gypsum BoardW.BD.White BoardG.C.General ContractorW/WithH.C.HandicappedWD.Wood*INFORMATION PROVIDED BY FM GLOBALPER DATA SHEET 1-28 WIND DESIGNGENERAL NOTESARCHITECTURAL SYMBOLS1.GENERAL CONTRACTOR TO NOTIFY ARCHITECT OF ANY INCONSISTENCIES IN THEDRAWINGS, EXISTING CONDITIONS OR THE PROPOSED CONSTRUCTION IMMEDIATELY.2.GENERAL CONTRACTOR TO TAKE AND VERIFY ALL DIMENSIONS AND CONDITIONS ON THEJOB AND SHALL BE HELD RESPONSIBLE FOR THE SAME.EXISTING WALLWALL TO BE DEMOLISHEDNEW STUD WALL3.ALL NOTES AND DIMENSIONS DESIGNATED AS "TYP." OR "TYPICAL" APPLY TO ALL SIMILARCONDITIONS THROUGHOUT THE PROJECT.NEW CMU WALL4.THESE PLANS ARE NOT TO BE SCALED FOR CONSTRUCTION PURPOSES. DIMENSION LINESAND NOTES SUPERSEDE ALL SCALED REFERENCES.NEW FOUNDATION WALL5.ALL DIMENSIONS ARE TO FACE OF MASONRY, FACE OF STUD AND CENTERLINE OFSTRUCTURAL STEEL COLUMNS UNLESS OTHERWISE NOTED.OFFICEROOM NAME /ROOM NUMBER2156. ROOFING CONTRACTOR TO VERIFY QUANTITY AND LOCATION OF ROOF PENETRATIONS,AND TO FLASH ACCORDING TO MANUFACTURER'S SPECIFICATIONS.7.PROVIDE AN ALUMINUM DIVIDER STRIP AT ALL DOOR THRESHOLDS WHERE TWO DIFFERENTFINISHES MEET UNLESS OTHERWISE NOTED.2SECTION MARKERA3.2DEMOLITION NOTES1.2.REMOVE ALL MATERIALS, ASSEMBLIES AND CONSTRUCTED ELEMENTS AS REQUIRED TOACCOMMODATE THE NEW CONSTRUCTION.PROTECT ALL EXISTING FINISHES AND SPACES NOT AFFECTED BY THE CONSTRUCTION ORDIRECTLY ADJACENT TO THE CONSTRUCTION. ALL EXISTING FINISHES AFFECTED BY THEDEMOLITION WORK ARE TO BE RETURNED TO A STATE OF FINISH EQUIVALENT TO THATPRIOR TO COMMENCEMENT OF THE WORK.1ELEVATION MARKERA2.1DOOR IDENTIFICATION2033. PROVIDE DUST-PROOF PARTITIONS SEPARATING THE DEMOLITION AND WORK AREASFROM AREAS UNAFFECTED BY THE CONSTRUCTION.CWINDOW IDENTIFICATION4. CLEAN ALL AREAS OF THE PROJECT PERIODICALLY TO MAINTAIN A SAFE AND CLEARWORKING ENVIRONMENT. PROVIDE FINAL CLEANING OF THE ENTIRE PROJECT SITE AT THECOMPLETION OF THE PROJECT WORK.3WALL IDENTIFICATION5.6.PROVIDE TEMPORARY SHORING OR BRACING AS REQUIRED TO PROPERLY COMPLETE THEWORK. COORDINATE SHORING WITH ALL SUB-CONTRACTORS, AND NOTIFY THE ARCHITECTOF ANY PROBLEMS OR CONCERNS IMMEDIATELY.Col. 4-DCOLUMN IDENTIFICATIONELEVATION MARKERENSURE THAT EXISTING MECHANICAL AND ELECTRICAL SYSTEMS CONTINUE TO FUNCTIONAS PRACTICAL THROUGHOUT THE CONSTRUCTION PROCESS. COORDINATE WITH THEOWNER DIRECTLY ANY TIME PERIODS DURING WHICH ESSENTIAL SERVICES MAY BENON-FUNCTIONING OR DISCONNECTED.EXISTING DOOR7. REMOVE EXISTING ROOF AND SIDING AS REQUIRED TO ACCOMMODATE THE NEWCONSTRUCTION. ERECT TEMPORARY BARRIERS OR PROTECTIONS AS NECESSARY TOPROTECT THE EXISTING BUILDING FROM THE ELEMENTS DURING THE CONSTRUCTIONPROCESS.NEW DOOR8. PROTECT PEDESTRIANS FROM FALLING MATERIALS & DEBRIS AT ALL MEANS OF EGRESS,EXIT DISCHARGE POINTS, ETC. G.C. TO SUBMIT DOCUMENTATION SHOWING COMPLIANCEWITH IBC CH 33 SAFEGUARDS DURING CONSTRUCTIONSITE WORK1.GUTTERS AND DOWNSPOUTS SHALL DISCHARGE AT PERIMETER DRAIN IF PROVIDED OR ATGUTTER SPLASH BLOCKS UNLESS LOCAL CODES REQUIRE STORM WATER MANAGEMENTSYSTEMS. REFER TO APPROVED SITE PLAN FOR STORM WATER MANAGMENT SYSTEMPIPING DETAILS.METALS1.STRUCTURAL STEEL COMPONENTS SHALL CONFORM TO THE CURRENT SPECIFICATIONSFOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS ASADOPTED BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION.2.UNLESS OTHERWISE NOTED, ALL STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITHASTM SPECIFICATIONS A-36. STEEL FOR PIPE COLUMNS SHALL BE IN ACCORDANCE WITHASTM SPECIFICATIONS A-501.3.ALL STEEL-TO-STEEL CONNECTIONS SHALL BE FABRICATED IN ACCORDANCE WITHINDUSTRY STANDARD PRACTICES FOR BOLTED OR WELDED CONNECTIONS.MECHANICAL NOTES1.MECHANICAL CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO COMMENCINGWORK. NOTIFY THE ARCHITECT OF ANY CONDITIONS WHICH MAY ADVERSELY AFFECT THEPROPER INSTALLATION OF THE NEW SYSTEMS.2.MECHANICAL CONTRACTOR SHALL DESIGN, PURCHASE AND INSTALL ALL NEWCOMPONENTS AS REQUIRED TO PROPERLY CONDITION THE SPACE(S) AFFECTED BY THISCONSTRUCTION PROJECT. IF THE MODIFICATION OF EXISTING SYSTEMS IS NECESSARY,SUCH MODIFICATIONS SHALL NOT ADVERSELY AFFECT THE OPERATION OF THESESYSTEMS OR COMPONENTS.3.COORDINATE MECHANICAL WORK WITH THE WORK OF OTHER TRADES. DO NOT ALTER THEWORK OF PREVIOUS TRADES WITHOUT PRIOR APPROVAL.4. PERFORM ALL NEW MECHANICAL WORK IN ACCORDANCE WITH 2018 CT STATE BUILDINGCODE INCLUDING REFERENCED STANDARDS, CT AMENDMENTS AND ACCEPTEDSTANDARDS OF PRACTICE.ELECTRICAL NOTES1.ELECTRICAL CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO COMMENCINGWORK.2.ELECTRICAL CONTRACTOR SHALL DESIGN, PURCHASE AND INSTALL ALL NEW COMPONENTSAS REQUIRED TO PROPERLY SERVICE THE SPACE(S) AFFECTED BY THIS CONSTRUCTIONPROJECT. IF THE MODIFICATION OF EXISTING ELECTRICAL SYSTEMS IS NECESSARY, SUCHMODIFICATIONS SHALL NOT ADVERSELY AFFECT THE OPERATION OF THESE SYSTEMS.3.COORDINATE ELECTRICAL WORK WITH THE WORK OF OTHER TRADES. DO NOT ALTER THEWORK OF PREVIOUS TRADES WITHOUT PRIOR APPROVAL.4. PERFORM ALL NEW ELECTRICAL WORK IN ACCORDANCE WITH 2018 CT STATE BUILDINGCODE INCLUDING REFERENCED STANDARDS, CT AMENDMENTS AND ACCEPTEDSTANDARDS OF PRACTICE.5.COORDINATE THE FINAL LOCATION OF ALL ELECTRICAL DEVICES AND THEIR INTENDEDOPERATION WITH THE OWNER.drawing titleSTATE OF CONNECTICUTGENERAL NOTESDEPARTMENT OF ADMINISTRATIVE SERVICESprofessional sealREVISIONSmarkdatedescriptiondatedrawing prepared byQUISENBERRY ARCARI MALIK, LLC195 SCOTT SWAMP ROADFARMINGTON, CONNECTICUTproject02/23/2021scaleAS NOTEDdrawn byWESTERN CONNECTICUT STATE UNIVERSITYROOF REPLACEMENT AT CENTENNIAL HALLAND GRASSO HALLDANBURY, CONNECTICUTAMTdrawing no.project no.BI-RD-315G1.0
GRASSO HALLCENTENNIAL HALLdrawing titleBUILDING INFORMATIONCENTENNIAL HALL & GRASSO HALLprofessional sealREVISIONSmarkdatedescriptionSTATE OF CONNECTICUTDEPARTMENT OF ADMINISTRATIVE SERVICESdatedrawing prepared byQUISENBERRY ARCARI MALIK, LLC195 SCOTT SWAMP ROADFARMINGTON, CONNECTICUTproject02/23/2021scaleAS NOTEDdrawn byWESTERN CONNECTICUT STATE UNIVERSITYROOF REPLACEMENT AT CENTENNIAL HALLAND GRASSO HALLDANBURY, CONNECTICUTAMTdrawing no.project no.BI-RD-315G1.1
ROOF PLAN KEYA4A1.1BC2DA1.1- EXISTING CONCRETE PLANK DECK- RIGID INSULATION, 4" MIN. (2 - 2" LAYERS)- TAPERED INSULATION (14" PER FOOT,1.5" MIN. EDGE THICKNESS)- 12" RECOVERY BOARD- FULLY ADHERED EPDM ROOF SYSTEM- EXISTING METAL DECK- RIGID INSULATION, 5" MIN.(MECHANICALLY FASTENED BASE LAYER OFINSULATION, REMAINING INSULATION,COVER BOARD & EPDM MEMBRANE TO BEFULLY ADHERED)- TAPERED INSULATION (14" PER FOOT)- 12" RECOVERY BOARD- FULLY ADHERED EPDM ROOF SYSTEM- EXISTING SLOPED METAL DECK (14" PER FT)- RIGID INSULATION, 5" MIN.(MECHANICALLY FASTENED BASE LAYER OFINSULATION, REMAINING INSULATION,COVER BOARD & EPDM MEMBRANE TO BEFULLY ADHERED)- TAPERED INSULATION (14" PER FOOT)- 12" RECOVERY BOARD- FULLY ADHERED EPDM ROOF SYSTEM- EXISTING CANOPY METAL DECK- TAPERED INSULATION (14" PER FOOT)(MECHANICALLY FASTENED INSULATION,FULLY ADHERED COVERBOARD & EPDMMEMBRANE1- 2" RECOVERY BOARD- FULLY ADHERED EPDM ROOF SYSTEMGENERAL ROOFING NOTES:GENERAL CONTRACTOR TO REMOVE &REINSTALL ALL MECHANICAL EQUIPMENT ONNEW CURBS (SEE DETAIL) AS REQUIRED TOACCOMMODATE NEW ROOF INSTALLATIONCONTRACTOR IS TO VERIFY ALL EXISTINGCONDITIONS PRIOR TO BIDPRIOR TO INSTALLATION OF NEW ROOF,CONTRACTOR IS TO REMOVE ENTIREEXISTING ROOFING SYSTEM, INCLUDING ALLMEMBRANES, FLASHING, BOARDS,BLOCKING, TRIM, INSULATION, FASTENERS,SEALERS, AND REQUIRED EDGE METAL.ROOF IS TO BE STRIPPED DOWN TO THEEXISTING STRUCTUREEXHAUST FANS, FASTEN CURBS TO ROOFDECK WITH 3 8" SELF DRILLING SCREWS, THREEPER SIDE (MINIMUM TOTAL OF 12). FASTENEXHAUST FAN BASE FRAME TO CURB WITH 14"#14 SELF DRILLING SCREWS, THREE PER SIDE(FOUR PER SIDE FOR EXHAUST FANS 26" ORLONGER ON A SIDE). FASTEN FRAMES OFDUCTS ON ROOF TO P.T. SUPPORT SLEEPERDIRECTLY DOWN ONTO SUPPORTING DECKWITH 3 8" SELF DRILLING SCREWS, SPACED @12" O.C., MAX 4" FROM END (MINIMUM THREESCREWS PER SUPPORT)CONTRACTOR IS TO PROTECT THE ROOF,PHASE THE DEMOLITION & CONSTRICTION,IN SUCH A WAY AS TO PERMIT NO WATERINFILTRATION DURING DEMOLITION &CONSTRUCTIONOWNER & ARCHITECT TO SELECT EDGEMETAL COLOR FROM MANUFACTURERSFULL RANGE OF AVAILABLE COLORSOTHER MECHANICAL EQUIPMENT, FASTEN UNITCURB TO ROOF DECK WITH 3 8" SELF DRILLINGSCREWS @ 12" 0.C, MAX 4" FROM EACH END(MINIMUM THREE SCREWS PER SUPPORTEDGE). FASTEN BASE OF UNIT TO CURB WITH1 " #14 SELF DRILLING SCREWS SPACED @ 12"40.C, MAX 4" FROM EACH END (MINIMUMTHREE SCREWS PER SUPPORT EDGE).VERIFY SIZE OF EXISTING ROOF DRAINS INFIELDALL NEW BLOCKING IS TO BE PRESSURETREATED, USE CORROSION RESISTANTFASTENERS THAT ARE COMPATIBLE WITHTHE WOOD NAILERSCRICKET SLOPES SHALL BE CONSTRUCTED OFTAPERED INSULATION AT 12" PER FOOTWOOD NAILERS & BLOCKING ARE TO BESECURED AS FOLLOWS FOR A MINIMUMWIND ZONE RATING OF 90ALL INSULATION & RECOVERY BOARDS THATMAKES UP THE ROOFING SYSTEM ARE TO BEFULLY ADHERED TO THEMSELVES & TO THEEXISTING ROOF DECKWOOD TO WOOD - SIMPSONSTRONG - DRIVE SDS ¼-INCH DIAMETERCONNECTOR SCREWS OR EQUAL, TWOROWS, SPACED AT 24" O.C. FORZONE 2 & 12" O.C. FOR ZONE 3. (FULLEMBEDMENT, MAXIMUM 3”)CRICKET (12" PER FOOT)AT CONCRETE PLANK DECK - ADHERE ALLLAYERS OF INSULATION TO EXISTINGCONCRETE PLANK DECK AND COVER BOARDTO NEW INSULATION WITH LOW RISE FOAMINSULATION ADHESIVE. ( 3 4" TO 1" WIDEBEADS @ 12" O.C. )WOOD TO CONCRETE - SIMPSONSTRONG-TIE 3/8-INCH DIAMETER TITENHEAVY DUTY SCREW ANCHOR OR EQUAL,SPACED STAGGERED AT 48" O.C. FORZONE 2 & 24" O.C. FOR ZONE 3.(MIN.1.25” EMBEDMENT)CALL OSBI INSPECTION FOR EACH ITEM OR LAYERPRIOR TO COVERING. OSBI RESERVES THE RIGHTTO HAVE ITEMS REMOVED AT NO COST TO THEOWNER IF INSPECTION(S) ARE NOT REQUESTEDPRIOR TO COVERINGFOR HOT WORK (IF REQUIRED) REFER TO SPECSECTION 01 35 26, 1.2, E HOT WORK FORHOT WORK PERMIT REQUIREMENTSNO SMOKING ON THE ROOF AREAS OR WITHINTHE BUILDING AT ANY TIMES. A DESIGNATEDSMOKING AREA WITH ADEQUATE DISPOSALCONTAINERS WILL BE ESTABLISHED PRIOR TOCONSTRUCTION STARTINGREMOVE, RAISE, EXTEND & REINSTALL ALLEXISTING WIRING CONDUITS ON ROOFDECK AS REQUIRED TO ACCOMMODATENEW ROOF SYSTEMDUE TO PROJECT PROXIMITY TO THE DANBURYMUNICIPAL AIRPORT THE CONTRACTOR IS TOCONTACT THE DANBURY MUNICIPAL AIRPORTWITH BUILDING COORDINATES AND ELEVATIONPRIOR TO A CRANE BEING SETUP FOR USE ONTHE PROJECT SITE.DANBURY MUNICIPAL AIRPORT 203-797-4624SEE SPECIFICATIONS FOR MOREINFORMATION INCLUDING WARRANTYREQUIREMENTSBUILDING SPRINKLER & FIRE DETECTIONSYSTEMS ARE TO REMAIN FULLYOPERATIONAL DURING THE ENTIREDURATION OF THIS ROOF REPLACEMENTPROJECT31A1.1A1.1drawing titleSTATE OF CONNECTICUTROOF PLANCENTENNIAL HALLDEPARTMENT OF ADMINISTRATIVE SERVICESprofessional sealREVISIONSmark0ROOF PLANSCALE: 1/16" 1'-0"8'16'datedescriptiondatedrawing prepared byQUISENBERRY ARCARI MALIK, LLC195 SCOTT SWAMP ROADFARMINGTON, CONNECTICUT32'project102/23/2021scaleAS NOTEDdrawn byWESTERN CONNECTICUT STATE UNIVERSITYROOF REPLACEMENT AT CENTENNIAL HALLAND GRASSO HALLDANBURY, CONNECTICUTAMTdrawing no.project no.BI-RD-315A1.0
EXISTING GUARDRAILS TO REMAIN, RAISE AS REQUIRED TOACCOMMODATE NEW ROOF ASSEMBLY. PROVIDE NEWPITCH POCKETS AT ALL ANCHORING POINTS, TYPICAL OF (7).SEE DETAIL A1.4 / 3 FOR MORE INFORMATION11CRICKET, TYP.NEW ROOF HATCHA1.2A1.2311A1.4EXISTING GUARDRAILS TO REMAIN, RAISE ASREQUIRED TO ACCOMMODATE NEW ROOFASSEMBLY. PROVIDE NEW PITCH POCKETSAT ALL ANCHORING POINTS, TYPICAL OF (7).SEE DETAIL A1.4 / 3 FOR MORE INFORMATIONA1.22A1.3A1.4CRICKET, TYP.3WALK PADS,TYPICALA1142NEW ROOF HATCHA1.2NEW OVERFLOW 2A1.4A1.21061A1.4A1.4182A1.3A1.3A1.2AA1.2REMOVE & REINSTALL EXISTINGMECHANICAL UNITS & DUCTS ASREQUIRED TO INSTALL NEW ROOFA1.416A1.4A1.4A1.2A1.2WALK PADS, TYPICAL8A1.42A1.2NEW OVERFLOW SCUPPER44110A1.3A441A1.4A1.4A1.2A211A1.4A1.4ROOF PLAN2A1.22A1.2SCALE: 1/8" 1'-0"10A1.21034A1.2AA1.4A1.410EXISTING RTU &CURB TO REMAIN1A1.22A1.4NEW ROOF HATCHWALK PADS, TYPICALNEW OVERFLOW SCUPPERRAISE EXISTING STAIRS & GANGWAYAS REQUIRED TO CLEAR NEW ROOFASSEMBLY & RAISED DUCTWORKA1.312A1.2A1.4A1.3ROOF PLANSCALE: 1/8" A1.451A1.4A1.2RAISE EXISTING DUCTWORK AS REQUIREDTO REMOVE & INSTALL NEW ROOF510AA1.4A1.338A1.4A1.310CANOPY ROOF BELOWA1.2NEW OVERFLOW A1.468A1.2A1.2A1.2REMOVE BASE MOUNTS OF LADDER & RAISE.RE-WELD IN FIELD 8" HIGHER, FIELD VERIFY62A1.4A1.4A1.46A1.4A1.2A1.463A1.41STEP DOWN STEP 1.3794A1.3A1.3A1.3METASTA L DECK(IR &ELE TO STEPVATODNRT&OWER)410A1.3A1.22DROOF PLANA1.3NEW OVERFLOW SCUPPERA1.21SCALE: 1/8" 1'-0"drawing titleSTATE OF CONNECTICUTROOF PLANSCENTENNIAL HALLCANOPY ROOF BELOW1A1.210A1.3SCALE: 1/16" 1'-0"102A1.38A1.2ROOF PLAN2A1.2A1.46CO1A1.4EXISTING RTU &CURB TO REMAIN4BC10A1.21A1.4A1.26A1.3NEW OVERFLOW SCUPPERBA1.278A1.3EXISTING RTU &CURB TO REMAIN8AA1.4A1.32AA1.4A1.4WALK PADS, TYP.441A1.2A1.46NEW OVERFLOW SCUPPERA1.3NEW ROOF HATCH231A1.29A1.3A1.41A1.2METAL DECKCONCRETE PLANK DECK3SEE ROOF PLANKEY AND GENERALROOFING NOTES ONPAGE A1.0 FORMORE INFORMATIONDEPARTMENT OF ADMINISTRATIVE SERVICESprofessional sealREVISIONSmarkdatedescriptiondatedrawing prepared byQUISENBERRY ARCARI MALIK, LLC195 SCOTT SWAMP ROADFARMINGTON, CONNECTICUTproject02/23/2021scaleAS NOTEDdrawn byWESTERN CONNECTICUT STATE UNIVERSITYROOF REPLACEMENT AT CENTENNIAL HALLAND GRASSO HALLDANBURY, CONNECTICUTAMTdrawing no.project no.BI-RD-315A1.1
.040 ALUMINUM FASCIA SYSTEM, 7" FACE, W/CONT. ALUMINUM CLEAT, SECURED W/ #10 X 2"STAINLESS STEEL FASTENERS @ 12" O.C.NON-CURING SEALANTFULLY ADHERED EPDM ROOFING SYSTEMLEGEND:34" P.T. PLYWOOD, SECURETO NEW 2x6 BLOCKINGP.T. 2x6 PLATES, SECURE TO EXISTINGRECOVERY BOARDNON-CURING SEALANTEXISTING TO REMAIN62626FULLY ADHERED EPDM ROOFING SYSTEM27"213"P.T. 2x6 PLATES, SECURE TO EXISTING.050 ALUMINUM FASCIA SYSTEM, 13" FACE,W/ CONT. ALUMINUM CLEAT, SECURED W/ #10X 2" STAINLESS STEEL FASTENERS @ 12" O.C.626RECOVERY BOARD1 "4/ FT34" P.T. PLYWOOD, FASTEN TO INSIDEFACE OF PARAPET WALL WITH 14" X 2"TAPCONS @ 12" O.C.TAPERED INSULATION ( 14" PER FT ), 1.5" MIN.INSULATION 2" LAYERT.O. EXISTINGROOF DECKINSULATION 3" LAYERINSULATION 2" LAYER.040 ALUMINUM FASCIA EXTENSION WITHCONT. ALUMINUM CLEAT, FIELD VERIFY LENGTHTO COVER BLOCKINGINSULATION 2" LAYERT.O. EXISTINGROOF DECKADD ALTERNATE #1SELF ADHERED VAPOR BARRIERREMOVE & REINSTALL EXISTINGBRICK AS REQUIRED AFTERRAISING OF THRU WALL FLASHINGPROVIDE & INSTALL NEWWEEPS @ 24" O.C. MAXADD ALTERNATE #1SELF ADHERED VAPOR BARRIEREXISTING METAL ROOF DECKPITCHED @ 14" PER FOOTEXISTING ROOF DECKEXISTING STRUCTURE TO REMAINSEALANTCUT REGLET INTO EXTERIOR WALLTERMINATION BAR.040 ALUMINUM COUNTERFLASH(3" FACE)REMOVE EXISTING BRICK. PROVIDE &INSTALL NEW SMOOTH FACE BLOCK,SIZE TO MATCH EXISTINGRAISE EXISTING THRUWALL FLASHING,REMOVE BRICK AS REQUIREDFULLY ADHERED EPDMROOFING SYSTEMRECOVERY BOARDTAPERED INSULATION ( 14" PER FT ),1.5" MIN.3 " P.T. PLYWOOD, FASTEN TO4INSIDE FACE OF PARAPET WALLWITH 14" X 2" TAPCONS @ 12" O.C.TERMINATION BAR.040 ALUMINUM COUNTERFLASH (3" FACE)P.T. PLYWOOD, FASTEN TO INSIDEFACE OF PARAPET WALL WITH 14" X 2"TAPCONS @ 12" O.C.FULLY ADHERED EPDM ROOFING SYSTEMRECOVERY BOARD1 "4/ FT8" MIN.4"1 "4.040 ALUMINUM FASCIA SYSTEM, 8.5" FACE, W/CONT. ALUMINUM CLEAT, SECURED W/ #10 X 2"STAINLESS STEEL FASTENERS @ 12" O.C./ FTREMOVE & REINSTALL METAL WALLPANELS AS REQUIRED TO INSTALLFLASHINGINSULATION 2" LAYERNON-CURING SEALANTINSULATION 2" LAYERT.O. EXISTINGROOF DECK.040 ALUMINUM DRIP EDGE SYSTEM,3" FACE, W/ CONT. ALUMINUM CLEAT,SECURED W/ #10 X 2" STAINLESSSTEEL FASTENERS @ 12" O.C.ADD ALTERNATE #1SELF ADHERED VAPORBARRIERTAPERED INSULATION ( 14" PER FT ), 1.5" MIN.INSULATION 2" LAYERNON-CURING SEALANT34" P.T. PLYWOOD, SECURETO NEW 2x6 BLOCKINGP.T. 2x6 PLATES, SECURE TO EXISTINGFULLY ADHERED EPDM ROOFING SYSTEM262RECOVERY BOARD6FULLY ADHERED EPDM ROOFING SYSTEM3 " P.T. PLYWOOD, FASTEN TO INSIDE4FACE OF PARAPET WALL WITH 14" X 2"TAPCONS @ 12" O.C.TAPERED INSULATION ( 14" PER FT ), 1.5" MIN.RECOVERY BOARDINSULATION 2" LAYEREXISTING WOOD BLOCKING TO REMAIN1 "4EXISTING ROOF DECKINSULATION 2" LAYER38-1/2"CUT REGLET INTO EXTERIOR WALL36TYPICAL ROOF EDGE DETAILSCALE: 11 2" 1'-0"8" MIN.CUT BACK / MODIFY EXISTING METAL WALLPANEL AS REQUIRED TO MAINTAIN 8"MINIMUM DIMENSION ABOVE ROOF DECKSEALANTELEVATOR TOWER EDGE DETAILSCALE: 11 2" 1'-0"/ FTTAPERED INSULATIONT.O. EXISTINGROOF DECK( 14"INSULATION 2" LAYERPER FT ), 1.5" MIN.INSULATION 2" LAYERT.O. EXISTINGROOF DECKINSULATION 2" LAYERADD ALTERNATE #1SELF ADHERED VAPORBARRIERT.O. EXISTINGROOF DECKEXISTING ROOF DECKADD ALTERNATE #1SELF ADHERED VAPOR BARRIERADD ALTERNATE #1SELF ADHERED VAPOR BARRIEREXISTING ROOF DECKEXISTING ROOF DECKEXISTING STRUCTURE TO REMAINEXISTING STRUCTURE TO REMAIN8TYPICAL BRICK WALL FLASHING DETAILSCALE: 11 2" 1'-0"TYPICAL WALL PANEL FLASHING DETAILSCALE: 11 2" 1'-0"5SEALANTCUT REGLET INTO EXTERIOR WALL34" P.T. PLYWOOD, FASTEN TOINSIDE FACE OF PARAPET WALLWITH 14" x 2" TAPCONS @ 12" O.C.FULLY ADHERED EPDM ROOFING SYSTEMRECOVERY BOARDTAPERED INSULATION ( 14" PER FT ), 1.5" MIN.26INSULATION 2" LAYER26INSULATION 2" LAYERT.O. EXISTINGROOF DECKT.O. EXISTINGELEV. PENTHOUSEADD ALTERNATE #1SELF ADHERED VAPORBARRIER1 14" x .100 GUTTER HANGERS @ 30" 0.C.,SECURED W/ #10 X 1.5" STAINLESS STEELFASTENERS.040 ALUMINUM DRIP EDGE / 7" GUTTERW/ 3x4 .040 ALUMINUM CLOSED FACEDOWNSPOUT TO ROOF DECK BELOW W/SPLASHBLOCK AT OUTLET. SECURE TOBUILDING WITH CONCEALED FASTENERS &HANGERS, COLOR TO MATCH EDGE METAL4" P.T. PLYWOOD, SECURETO NEW 2x6 BLOCKINGP.T. 2x6 PLATES, SECURE TO EXISTING2626/ FT1 "4RECOVERY BOARD2TAPERED INSULATION ( 14" PER FT )62/ FT34" P.T. PLYWOOD, FASTEN TOINSIDE FACE OF PARAPET WALLWITH 14" X 2" TAPCONS @ 12" O.C.TAPERED INSULATION ( 14" PER FT ), 1.5" MIN.INSULATION 2" LAYERT.O. EXISTINGROOF DECKINSULATION 2" LAYERINSULATION 3" LAYER.040 ALUMINUM FASCIA WITH FASCIAEXTENSION. PROVIDE CONT. ALUMINUMCLEAT FOR BOTH, FIELD VERIFY LENGTHINSULATION 2" LAYERINSULATION 2" LAYERADD ALTERNATE #1SELF ADHERED VAPOR BARRIERT.O. EXISTINGROOF DECKEXISTING METAL ROOF DECKEXISTING WOOD BLOCKING TO REMAINADD ALTERNATE #1SELF ADHERED VAPOR BARRIEREXISTING ROOF DECKEXISTING METAL ROOF DECKPITCHED @ 14" PER FOOT9TYPICAL TERMINATION BAR DETAIL @ BRICKSCALE: 11 2" 1'-0"7EDGE DETAIL W/ GUTTERSCALE: 11 2" 1'-0"FULLY ADHERED EPDM ROOFING SYSTEMRECOVERY BOARD6INSULATION 3" LAYERADD ALTERNATE #1SELF ADHERED VAPORBARRIEREXISTING ROOF DECK3FULLY ADHERED EPDM ROOFING SYSTEM1 "48-1/2"8" MIN./ FTNON-CURING SEALANT2x6 P.T. WOOD BLOCKING TO ACCOMMODATENEW ROOF INSULATION, SECURE TO EXISTING1 14" GALVANIZED ROOF NAILS @ 12" O.C.1 "4.040 ALUMINUM FASCIA SYSTEM, 8.5" FACE, W/CONT. ALUMINUM CLEAT, SECURED W/ #10 X 2"STAINLESS STEEL FASTENERS @ 12" O.C.NON-CURING SEALANT2x6 P.T. BLOCKING & P.T. PLYWOOD AT EDGE,SECURED TO EXISTING.040 ALUMINUM COUNTERFLASH (3" FACE)2.040 ALUMINUM FASCIA SYSTEM, 8.5" FACE, W/CONT. ALUMINUM CLEAT, SECURED W/ #10 X 2"STAINLESS STEEL FASTENERS @ 12" O.C.FULLY ADHERED EPDM ROOFING SYSTEMRECOVERY BOARDTERMINATION BARTYPICAL ROOF EDGE DETAILSCALE: 11 2" 1'-0"8-1/2"10TYPICAL TERMINATION BAR DETAIL @ METAL PANELSCALE: 11 2" 1'-0"EXISTING STRUCTURE TO REMAIN4TYPICAL ROOF EDGE DETAILSCALE: 11 2" 1'-0"TYPICAL ROOF EDGE DETAILSCALE: 11 2" 1'-0"1drawing titleSTATE OF CONNECTICUTROOF DETAILSCENTENNIAL HALLDEPARTMENT OF ADMINISTRATIVE SERVICESprofessional sealSEE ROOF PLAN KEY AND GENERALROOFING NOTES ON PAGE A1.0FOR MORE INFORMATIONREVISIONSmarkdatedescriptiondatedrawing prepared byQUISENBERRY ARCARI MALIK, LLC195 SCOTT SWAMP ROADFARMINGTON, CONNECTICUTproject02/23/2021scaleAS NOTEDdrawn byWESTERN CONNECTICUT STATE UNIVERSITYROOF REPLACEMENT AT CENTENNIAL HALLAND GRASSO HALLDANBURY, CONNECTICUTAMTdrawing no.project no.BI-RD-315A1.2
OVERFLOW SCUPPER10" WIDE, .040 ALUMINUMOVERFLOW SCUPPER BY SAMEMANUFACTURER OF FASCIA SYSTEM,SECURED W/ #10 X 2" STAINLESSSTEEL FASTENERS @ 12" O.C.CONT. BEAD OF LAP SEALANTRECOVERY BOARDFULLY ADHERED EPDMROOFING SYSTEMRECOVERY BOARDNEW COMPRESSIBLE TUBETAPERED INSULATION ( 14" PER FT )CONT. BEAD OF LAP SEALANTINSULATION 2" LAYERCONT. BEAD OF LAP SEALANTINSULATION 3" LAYERT.O. EXISTINGROOF DECKFULLY ADHERED EPDM ROOFING SYSTEMADD ALTERNATE #1SELF ADHERED VAPOR BARRIERINSULATION 2" LAYER.040 ALUMINUM DRIP EDGE SYSTEM,3" FACE, W/ CONT. ALUMINUM CLEAT,SECURED W/ #10 X 2" STAINLESSSTEEL FASTENERS @ 12" O.C.FULLY ADHERED EPDM ROOFING SYSTEMP.T. PLYWOOD, FASTEN TO INSIDEFACE OF PARAPET WALL WITH 14" X 2"TAPCONS @ 12" O.C.61 "4/ FT4"2x4 & 2x10 P.T. WOOD BLOCKINGTO ACCOMMODATE NEW ROOFINSULATION, SECURE TO EXISTINGEXISTING WOODBLOCKING TO REMAINFULLY ADHERED EPDMROOFING SYSTEMRECOVERY BOARDTAPERED INSULATION ( 14" PER FT ),1.5" MIN.INSULATION 2" LAYERINSULATION 2" LAYEREXISTING ROOF DECKOVERFLOW SCUPPER DETAILSCALE: 11 2" 1'-0"264 26EXISTING METAL ROOF DECKROOF STEP DETAILSCALE: 11 2" 1'-0"TYPICAL EXPANSION JOINT TO WALL DETAILSCALE: 11 2" 1'-0"3NEW COMPRESSIBLE TUBEEXISTING WOOD BLOCKING TO REMAINFULLY ADHERED EPDM ROOFING SYSTEMCONT. BEAD OF LAP SEALANTRECOVERY BOARDCONT. BEAD OF LAP SEALANTTAPERED INSULATION ( 14" PER FT )FULLY ADHERED EPDM ROOFING SYSTEMEXISTING WOOD BLOCKING TO REMAININSULATION 3" LAYERINSULATION 3" LAYERT.O. EXISTINGROOF DECKRECOVERY BOARD2INSULATION 2" LAYEREXISTING WOOD BLOCKING TO REMAINEXISTING CANOPY ROOFSTRUCTURE & DECK TO REMAINADD ALTERNATE #1SELF ADHERED VAPOR BARRIER2x8 P.T. WOOD BLOCKING TO ACCOMMODATENEW ROOF INSULATION, SECURE TO EXISTINGTAPERED INSULATION ( 14" PER FT )2T.O. EXISTINGROOF DECKEXISTING METAL GUTTER TO REMAIN,REMOVE, MODIFY & REINSTALL AS REQUIRED10NON-CURING SEALANTRECOVERY BOARD/ FTINSULATION 3" LAYERT.O. EXISTINGROOF DECKEXISTING METAL ROOF DECK.040 ALUMINUM FASCIA SYSTEM, 8.5" FACE, W/CONT. ALUMINUM CLEAT, SECURED W/ #10 X 2"STAINLESS STEEL FASTENERS @ 12" O.C.FULLY ADHERED EPDM ROOFING SYSTEM8-1/2"/ FT3"1 "452x8 P.T. WOOD BLOCKING TO ACCOMMODATENEW ROOF INSULATION, SECURE TO EXISTING1 "4TAPERED INSULATION ( 14" PER FT )EXISTING METAL ROOF DECKNON-CURING SEALANT.040 ALUMINUM DRIP EDGE SYSTEM, 3" FACE, W/CONT. ALUMINUM CLEAT, SECURED W/ #10 X 2"STAINLESS STEEL FASTENERS @ 12" O.C.RECOVERY BOARDADD ALTERNATE #1SELF ADHERED VAPOR BARRIER.040 ALUMINUM FASCIA SYSTEM, 8.5" FACE, W/CONT. ALUMINUM CLEAT, SECURED W/ #10 X 2"STAINLESS STEEL FASTENERS @ 12" O.C.NON-CURING SEALANT42INSULATION 3" LAYERT.O. EXISTINGROOF DECKEXISTING STRUCTURE TO REMAINTAPERED INSULATION ( 14" PER FT )2INSULATION 2" LAYERADD ALTERNATE #1SELF ADHERED VAPOR BARRIERFULLY ADHERED EPDM ROOFING SYSTEMRECOVERY BOARD4TAPERED INSULATION ( 14" PER FT )T.O. EXISTINGROOF DECK82EXISTING WOOD BLOCKING TO REMAIN262648-1/2"12 2.040 ALUMINUM COUNTERFLASH3"3"32REMOVE & REINSTALL EXISTING METALPANEL AS REQUIRED TO INSTALL FLASHINGTERMINATION BARNON-CURING SEALANTP.T. 2x SOLID BLOCKING SECURED TOEXISTING MASONRYTAPERED INSULATION ( 14" PER FT )INSULATION 2" LAYERT.O. EXISTINGROOF DECKADD ALTERNATE #1SELF ADHERED VAPOR BARRIERINSULATION 3" LAYERT.O. EXISTINGROOF DECKADD ALTERNATE #1SELF ADHERED VAPOR BARRIEREXISTING METAL ROOF DECKADD ALTERNATE #1SELF ADHERED VAPOR BARRIEREXISTING METAL ROOF DECKEXISTING METAL ROOF DECK10CANOPY EDGE GUTTER DETAILSCALE: 11 2" 1'-0"EDGE DETAILSCALE: 11 2" 1'-0"7EXISTING METAL GUTTER TOREMAIN, REMOVE, MODIFY &REINSTALL AS REQUIREDCONT. BEAD OF LAP SEALANTFULLY ADHERED EPDMROOFING SYSTEMRECOVERY BOARDTAPERED INSULATION ( 14" PER FT )T.O. EXISTINGROOF DECKT.O. EXISTINGROOF DECKEXISTING CANOPY ROOFSTRUCTURE & DECK TO REMAIN1 "4/ FT28 228286ADD ALTERNATE #1SELF ADHEREDVAPOR BARRIEREXISTING METALROOF DECKTYPICAL EXPANSION JOINT DETAILSCALE: 11 2" 1'-0"2PROVIDE & INSTALL NEW RETRACTABLESAFETY POLE. ATTACH TO EXISTING LADDER2x8 P.T. WOOD BLOCKINGTO ACCOMMODATE NEWROOF INSULATION, SECURETO EXISTING2x6 P.T. WOOD BLOCKING,SECURED TO ADJACENTBLOCKINGFULLY ADHERED EPDMROOFING SYSTEMRECOVERY BOARDFULLY ADHERED EPDMROOFING SYSTEMRECOVERY BOARDTAPERED INSULATION( 14" PER FT )INSULATION 3" LAYER4EDGE DETAILSCALE: 11 2" 1'-0"ROOF HATCH - PAINTED FOR PROTECTIONCOLOR TO MATCH NEW EDGE METALPREMANUFACTURED ROOF HATCH & CURBRUN EPDM UP ROOF HATCH CURB &UNDER INTEGRAL CURB FLASHINGCANT STRIP AROUND FULLPERIMETER OF NEW ROOF HATCHEXISTING LADDER TO REMAINFULLY ADHERED EPDM ROOFING SYSTEMRECOVERY BOARDTAPERED INSULATION ( 14"PER FT ), 1.5" MIN.EXISTING WOOD BLOCKINGTO REMAININSULATION 2" LAYER262626262626TAPERED INSULATION ( 14" PER FT ), 1.5" MIN.2x6 P.T. WOOD BLOCKING SECURED TO EXISTINGTO ACCOMMODATE NEW ROOF INSULATIONEXISTING WOOD BLOCKING TO REMAININSULATION 2" LAYERINSULATION 2" LAYERINSULATION 2" LAYERT.O. EXISTINGROOF DECKADD ALTERNATE #1SELF ADHEREDVAPOR BARRIERT.O. EXISTINGROOF DECKADD ALTERNATE #1- SELF ADHERED VAPOR BARRIEREXISTING ROOF DECKEXISTING ROOF DECK9CANOPY BUILDING GUTTER DETAILSCALE: 11 2" 1'-0"6ROOF STEP DETAILSCALE: 11 2" 1'-0"ROOF HATCH DETAILSCALE: 11 2" 1'-0"1drawing titleSTATE OF CONNECTICUTROOF DETAILSCENTENNIAL HALLDEPARTMENT OF ADMINISTRATIVE SERVICESprofessional sealSEE ROOF PLAN KEY AND GENERALROOFING NOTES ON PAGE A1.0FOR MORE INFORMATIONREVISIONSmarkdatedescriptiondatedrawing prepared byQUISENBERRY ARCARI MALIK, LLC195 SCOTT SWAMP ROADFARMINGTON, CONNECTICUTproject02/23/2021scaleAS NOTEDdrawn byWESTERN CONNECTICUT STATE UNIVERSITYROOF REPLACEMENT AT CENTENNIAL HALLAND GRASSO HALLDANBURY, CONNECTICUTAMTdrawing no.project no.BI-RD-315A1.3
ROOF PENETRATIONPOURABLE SEALERALUMINUM DAM, TYPICALMEMBRANE FLASHINGV.I.F.RECOVERY BOARD1 "4TAPERED INSULATION ( 14" PER FT ),1.5" MIN.INSULATION 2" LAYER1 "4/ FTTAPERED INSULATION ( 14" PER FT ), 1.5"
architectural symbols existing door existing wall new door new foundation wall new cmu wall new stud wall wall to be demolished elevation marker room name / room number wall identification window identification door identification col. 4-dcolumn identification elevati
