UNIVERSITY OF MAINE AT AUGUSTABANGOR CAMPUSBELFAST … · 2020. 3. 20. · deck slopes down. deck...
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ARCHITECT: PROJECT NAME: COMM. NO.: 21 March 2020 ph. - 207.942.3550 e-mail: [email protected]40 Boutelle Road - Bangor, Maine 04401 G. L. F R O S T A R C H I T E C T U R E BELFAST HALL ROOF REPLACEMENT THE UNIVERSITY OF MAINE AT AUGUSTA BANGOR CAMPUS BANGOR, MAINE LIST OF DRAWINGS A0 COVER SHEET A1.1 EXISTING ROOF PLAN AND DETAILS A1.2 NEW ROOF PLAN AND DETAILS A1.3 NEW ROOF DETAILS BID SET 19267 A B B R E V I A T I O N S SCHEDULE SCH SECTION SECT SHEET SHT SIMILAR SIM SOLID CORE WOOD DOOR SCWD SPECIFICATION SPEC SQUARE FOOT S.F. STAINLESS STEEL S.S. STANDARD STD. STEEL STL. STRUCTURAL STRUCT. TELEPHONE TEL. TEMPERED TMPD THICK (NESS) THK. TONGUE & GROOVE T & G TOP OF T.O. TOP OF CONCRETE T.O.C. TOP OF STEEL T.O.S. TOP OF WALL T.O.W. TYPICAL TYP. VAPOR BARRIER V.B. VENEER VNR VERTICAL VERT. WATER CLOSET W.C. WELDED WIRE FABRIC WWF WTIH W/ WITHOUT W/O WOOD WD ALUMINIUM ALUM ANODIZED ANOD AT @ BOARD BD BUILDING BLDG CATCH BASIN C.B. CEILING CLG. CENTER CTR CENTERLINE CL CERAMIC TILE C.T. COLUMN COL. CONCRETE CONC. CONTINUOUS CONT. CONTRACTOR INSTALLED C.I. CONTRACTOR SUPPLIED C.S. CONTROL JOINT CJ DETAIL DTL. DIAMETER DIA. DIMENSION DIM. DOOR DR DOUBLE DBL DOUBLE HUNG DH DOWN DN DRAWER DWR DRAWING DWG EACH EA ELECTRICAL ELEC. ELEVATION ELEV. EQUAL EQ. EXTERIOR EXT. FACE OF F.O. FINISH FIN. FLOOR FLR. FLOOR DRAIN F.D. FOUNDATION FND. FIBERGLASS F.G. GAGE,GAUGE GA GALVANIZED GALV. GENERAL CONTRACTOR G.C. GROUND GND. GYPSUM DRYWALL GYP. BD./GWB HEADER HDR. HEIGHT HT. HOLLOW METAL H.M. HORIZONTAL HORIZ. HOSE BIBB H.B. HOUR HR INSULATION INSUL. JOINT JT. MANUFACTURER MFR. MARKER BOARD M.B. MASONRY MAS MASONRY OPENING M.O. MAXIMUM MAX. MECHANICAL MECH. METAL MTL. MINIMUM MIN. MISCELLANEOUS MISC MOUNTED MTD NATURAL NAT. NOT IN CONTRACT N.I.C. NOT TO SCALE N.T.S. ON CENTER O.C. OUTSIDE DIAMETER O.D. OWNER SUPPLIED O.S. OWNER INSTALLED O.I. PAINTED PNTD PAIR PR PLASTIC LAMINATE P.LAM PLATE PL PLYWOOD PLYWD. PRESSURE TREATED P.T. PULL DOWN SCREEN P.S. REINFORCING REINF. REQUIRED REQD ROOM RM. ROUGH OPENING R.O. D E S I G N T E A M ARCHITECT G.L. FROST ARCHITECTURE 40 Boutelle Road Bangor, ME 04401 [email protected]UNIVERSITY OF MAINE AT AUGUSTA BANGOR CAMPUS BELFAST HALL ROOF REPLACEMENT Bangor, Maine 04401 Texas Avenue
UNIVERSITY OF MAINE AT AUGUSTABANGOR CAMPUSBELFAST … · 2020. 3. 20. · deck slopes down. deck slopes down. deck slopes down. deck slopes down. deck slopes down. slope new insulation
A B B R E V I A T I O N SSCHEDULE SCHSECTION SECTSHEET SHTSIMILAR SIMSOLID CORE WOOD DOOR SCWDSPECIFICATION SPECSQUARE FOOT S.F.STAINLESS STEEL S.S.STANDARD STD.STEEL STL.STRUCTURAL STRUCT.
TELEPHONE TEL.TEMPERED TMPDTHICK (NESS) THK.TONGUE & GROOVE T & GTOP OF T.O.TOP OF CONCRETE T.O.C.TOP OF STEEL T.O.S.TOP OF WALL T.O.W.TYPICAL TYP.
VAPOR BARRIER V.B.VENEER VNRVERTICAL VERT.
WATER CLOSET W.C.WELDED WIRE FABRIC WWFWTIH W/WITHOUT W/OWOOD WD
REMOVE EXISTING ROOF HATCH AND PREP OPENING FOR NEW HATCH, SEE DETAIL 9/A1.1.
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4" VTR
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4" VTR
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4" VTR
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4" VTR
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EXIST. INTAKE TO REMAIN.
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4" VTR
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R.D.
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4" VTR
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REMOVE AND REINSTALL EXISTING ANTENNA.
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APPROX. - VERIFY IN FIELD
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APPROX. - VERIFY IN FIELD
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DECK SLOPES DOWN
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DECK SLOPES DOWN
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DECK SLOPES DOWN
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DECK SLOPES DOWN
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DECK SLOPES DOWN
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DECK SLOPES DOWN
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DECK SLOPES DOWN
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DECK SLOPES DOWN
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TYP.
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ALTERNATE #1: REMOVE EXISTING EXPOSED FASTENER METAL ROOF AND SIDING AND INSTALL NEW CONCEALED FASTENER METAL ROOF, SIDING, AND TRIM.
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REMOVE EXISTING MEMBRANE ROOF AND 4" RIGID INSULATION TO EXISTING CONCRETE ROOF DECK, TYP.
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REMOVE ALL EXISTING METAL FASCIA, TYP.
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SHADED PORTION OF ROOF HAS GRAVEL BALLAST TO BE REMOVED BY G.C. AND RETAINED BY OWNER.
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EXIST. DECK TO REMAIN, TYP.
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REMOVE EXIST. FASCIA METAL, TYP.
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EXIST. WOOD BLOCKING TO REMAIN, TYP.
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REMOVE EXIST. MEMBRANCE AND INSULATION, TYP.
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TYPICAL ROOF WORK.
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APPROX.
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APPROX.
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REMOVE EXISTING MEMBRANE.
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BEND EXISTING FLASHING UP AND REUSE.
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TYPICAL ROOF WORK.
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REMOVE EXISTING MEMBRANE.
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BEND EXISTING FLASHING UP AND REUSE.
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REMOVE EXIST. TERMINATION BAR.
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ALTERNATE #1 REMOVE EXISTING METAL SIDING, TRIM AND INSTALL NEW.
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REMOVE EXISTING MEMBRANE UP WALL, TYP.
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REMOVE EXISTING MEMBRANE UP WALL, TYP.
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ALTERNATE #1 REMOVE EXISTING METAL SIDING, TRIM AND INSTALL NEW.
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ALTERNATE #1 REMOVE EXISTING METAL SIDING, TRIM AND INSTALL NEW.
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ALTERNATE #1 REMOVE EXISTING METAL SIDING, TRIM AND INSTALL NEW.
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EXIST. CONC. DECK TO REMAIN, TYP.
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REMOVE MEMBRANE AND INSULATION TO DECK, TYP.
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REMOVE MEMBRANE, TYP.
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METAL SIDING, TYP.
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EXIST. WALL TO REMAIN, TYP.
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EXIST. CONC. DECK TO REMAIN, TYP.
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REMOVE MEMBRANE AND INSULATION TO DECK, TYP.
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REMOVE EXIST. ROOF HATCH AND PREP OPENING FOR NEW HATCH.
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DESIGN:
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CHECKED:
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C COPYRIGHT 2016 G.L. FROST ARCHITECTURE
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DATE
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DRAWN:
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PROJECT No.
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DATE:
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0"
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ISSUE STATUS:
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DESCRIPTION
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REV.
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PROJECT:
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1
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SCALE: 1/8" = 1'-0"
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EXISTING ROOF PLAN
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ROOF NOTES: 1. BUILDING IS 3 STORIES HIGH, APPROXIMATELY 30'-0" FROM GROUND TO DECK. G.C. TO BUILDING IS 3 STORIES HIGH, APPROXIMATELY 30'-0" FROM GROUND TO DECK. G.C. TO PROVIDE ALL EQUIPMENT NECESSARY FOR REMOVAL AND INSTALLATION OF ROOF MATERIALS. 2. OWNER WILL PROVIDE ELECTRICAL SERVICES TO DISCONNECT ALL RTU'S, FANS, ETC. PRIOR OWNER WILL PROVIDE ELECTRICAL SERVICES TO DISCONNECT ALL RTU'S, FANS, ETC. PRIOR TO REMOVAL AND RECONNECT AFTER INSTALLATION. 3. G.C. IS RESPONSIBLE FOR REMOVAL AND REINSTALLATION OF RTU'S, FANS, ETC. G.C. IS RESPONSIBLE FOR REMOVAL AND REINSTALLATION OF RTU'S, FANS, ETC. 4. REMOVE ALL MEMBRANE ROOFING AND INSULATION TO CONCRETE DECK. REMOVE ALL MEMBRANE ROOFING AND INSULATION TO CONCRETE DECK. 5. REMOVE ALL METAL FASCIA AT AREAS TO RECEIVE NEW EPDM ROOF. REMOVE ALL METAL FASCIA AT AREAS TO RECEIVE NEW EPDM ROOF. 6. G.C. IS RESPONSIBLE FOR PROPER OFF-SITE DISPOSAL OF MATERIAL. G.C. IS RESPONSIBLE FOR PROPER OFF-SITE DISPOSAL OF MATERIAL. 7. REMOVE ALL EXISTING ROOF DRAINS AND INSTALL NEW AT EACH EXISTING LOCATION. REMOVE ALL EXISTING ROOF DRAINS AND INSTALL NEW AT EACH EXISTING LOCATION. 8. THE OWNER WILL RETAIN THE EXISTING STONE BALLAST. REMOVE AND STORE AT LOCATION THE OWNER WILL RETAIN THE EXISTING STONE BALLAST. REMOVE AND STORE AT LOCATION DIRECTED BY OWNER.
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2
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SCALE: 3/4" = 1'-0"
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EXISTING TYPICAL ROOF EDGE DETAIL
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SCALE: 1/2" = 1'-0"
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EXISTING CHIMNEY CONDITION
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SCALE: 1/2" = 1'-0"
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ALT. #1 - ELEVATION
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SCALE: 1/2" = 1'-0"
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ALT. #1 - ELEVATION
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SCALE: 3/4" = 1'-0"
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EXISTING DETAIL
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SCALE: 1/2" = 1'-0"
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ALT. #1 - ELEVATION
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SCALE: 1/2" = 1'-0"
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ALT. #1 - ELEVATION
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SCALE: 3/4" = 1'-0"
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EXISTING ROOF HATCH DETAIL
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PROJECT NORTH
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NEW ROOF ACCESS HATCH. SEE DETAIL 9/A1.2.
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4" VTR
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4" VTR
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EXIST. INTAKE TO REMAIN.
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4" VTR
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4" VTR
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REINSTALL EXISTING ANTENNA ON NEW PADS.
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A1.2
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EXIST. INTAKE TO REMAIN.
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4" VTR
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TYP.
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A1.3
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NEW WALK PADS UNDER ANTENNA BASE.
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R.D.
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R.D.
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ALTERNATE #1:
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NEW ROOF BUILD-UP: INSTALL FULLY ADHERED EPDM 90 MIL MEMBRANE ON FULLY ADHERED 1/2" HD COVER BOARD ON MECHANICALLY FASTENED 4" RIGID INSULATION ON EXISTING CONC. DECK. 30 YEAR WARRANTEE. ENSURE FASTENING PATTERN MATCHES WIND LOADS.
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DECK SLOPES DOWN
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DECK SLOPES DOWN
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DECK SLOPES DOWN
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DECK SLOPES DOWN
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DECK SLOPES DOWN
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SLOPE NEW INSULATION 1/8" PER FOOT
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SLOPE NEW INSULATION 1/8" PER FOOT
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NEW WALK PADS, TYP.
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A1.3
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EXIST. DECK TO REMAIN, TYP.
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NEW (2) PIECE METAL FASCIA, MATCH EXISTING PROFILE, TYP.
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EXIST. WOOD BLOCKING TO REMAIN, TYP.
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NEW ROOF BUILD-UP ON EXISTING CONC. DECK, TYP.
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TYPICAL ROOF WORK.
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APPROX.
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APPROX.
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REMOVE EXISTING MEMBRANE.
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BEND EXISTING FLASHING UP AND REUSE.
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TYPICAL ROOF WORK.
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NEW MEMBRANE UP WALL BENEATH EXIST. FLASHING.
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BEND EXISTING FLASHING DOWN AND REUSE.
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NEW TERMINATION BAR.
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EXIST. CONC. DECK TO REMAIN, TYP.
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NEW MEMBRANE, RUN UP WALL 2'-0" MIN. TYP.
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METAL SIDING, TYP. BASE BID OR ALT. #2.
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EXIST. WALL TO REMAIN, TYP.
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NEW ROOF BUILD-UP ON EXISTING CONC. DECK, TYP.
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INSTALL NEW MEMBRANE UP WALL, TYP.
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ALTERNATE #1 INSTALL NEW STANDING SEAM, CONCEALED FASTENER, METAL ROOF AND SIDING, TYP.
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INSTALL NEW MEMBRANE UP WALL, TYP.
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ALTERNATE #1 INSTALL NEW STANDING SEAM, CONCEALED FASTENER, METAL ROOF AND SIDING, TYP.
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ALTERNATE #1 INSTALL NEW STANDING SEAM, CONCEALED FASTENER, METAL ROOF AND SIDING, TYP.
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ALTERNATE #1 INSTALL NEW STANDING SEAM, CONCEALED FASTENER, METAL ROOF AND SIDING, TYP.
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EXIST. CONC. DECK TO REMAIN, TYP.
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NEW ROOF BUILD UP, TYP.
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NEW ROOF HATCH.
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NEW CANT STRIP, TYP.
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NEW TERMINATION BAR.
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NEW CONT. 2x4 BLOCKING.
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NEW POWDER COATED STEEL EXTENDABLE SAFETY POST, ATTACH TO EXISTING LADDER.
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DESIGN:
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CHECKED:
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C COPYRIGHT 2016 G.L. FROST ARCHITECTURE
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DATE
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DRAWN:
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PROJECT No.
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DRAWING No.
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DESCRIPTION
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REV.
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PROJECT:
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1
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NEW ROOF PLAN
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ROOF NOTES: 1. BASE BID AS SHOWN ON PLANS. BASE BID AS SHOWN ON PLANS. 2. ALTERNATE #1 - REMOVE AND REPLACE METAL ROOF AND SIDING AT ALTERNATE #1 - REMOVE AND REPLACE METAL ROOF AND SIDING AT ELEVATOR SHAFT. 3. INSTALL NEW ROOF ACCESS HATCH.INSTALL NEW ROOF ACCESS HATCH.
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2
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SCALE: 3/4" = 1'-0"
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NEW TYPICAL ROOF EDGE DETAIL
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3
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SCALE: 1/2" = 1'-0"
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NEW CHIMNEY CONDITION
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SCALE: 3/4" = 1'-0"
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NEW DETAIL
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SCALE: 1/2" = 1'-0"
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ALT. #1 - NEW ELEVATION
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SCALE: 1/2" = 1'-0"
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ALT. #1 - NEW ELEVATION
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SCALE: 1/2" = 1'-0"
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ALT. #1 - NEW ELEVATION
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SCALE: 1/2" = 1'-0"
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ALT. #1 - NEW ELEVATION
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SCALE: 3/4" = 1'-0"
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NEW ROOF HATCH DETAIL
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FASTENED 6" O.C.
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SCREW
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TO FIT OPENING
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ALL-PURPOSE SEALANT
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CONT. WOOD BLOCKING
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SIZED APPROPRIATELY
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BONDING ADHESIVE
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EPDM MEMBRANE ON
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HOT-AIR WELD
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SEAM CAULK
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PLATE & FASTENER
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EPDM MEMBRANE ON BARRIER BOARD ON RIGID INSULATION ON ROOF DECK, TYP.
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ALL FLASHINGS MUST BE A MINIMUM OF 6" HIGH WHENEVER POSSIBLE
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EXTERIOR INSULATION MUST BE REMOVED FROM CURB PRIOR TO FLASHING.
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DETAIL APPLICABLE FOR PRE-FAB FULLY WELDED CURBS ONLY.
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AND MUST BE ABOVE ROOF FLOOD LEVEL.
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THROUGH INSUL. AND INTO DECK .
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CLAMP
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UNSUPPORTED
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EPDM
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STAINLESS STEEL
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SEALANT
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HOT-AIR WELD
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BONDING ADHESIVE
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ALL-PURPOSE
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EPDM MEMBRANE
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INSULATION
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AND MUST BE ABOVE ROOF FLOOD LEVEL.
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FLASHING MINIMUM 6" HIGH WHENEVER POSSIBLE
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1" MIN
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SEE MANUFACTURER'S RECOMMENDATIONS FOR FASTENER SPACING.
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RUN MEMBRANE PERPENDICULAR TO DIRECTION OF INSULATION'S GREATEST DIMENSION.
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USE ROLL WIDTH THAT MINIMIZES SEAMS AND IS APPROPRIATE FOR APPLICATION.
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EPDM MEMBRANE
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EPDM MEMBRANE
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SLOPE (SEE NOTES)
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MANUFACTURER'S PRIMER
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SEALANT
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NOTE: 1. SEAMS MAY RUN PARALLEL TO SLOPE. 3. USE ACCEPTABLE MANUFACTURER PRIMER TO CLEAN AND PRIME EPDM MATING SURFACES PRIOR TO USE ACCEPTABLE MANUFACTURER PRIMER TO CLEAN AND PRIME EPDM MATING SURFACES PRIOR TO REMOVAL OF SEAM RELEASE LINER. 4. SEALANT IS REQUIRED OVER ALL FIELD AND FLASHING SEAM EDGES. SEALANT IS REQUIRED OVER ALL FIELD AND FLASHING SEAM EDGES. 5. EXTRA CLEANING IS REQUIRED AT FACTORY SPLICE AREAS AND OTHER AREAS WHERE EXCESS EXTRA CLEANING IS REQUIRED AT FACTORY SPLICE AREAS AND OTHER AREAS WHERE EXCESS DUSTING AGENTS MAY HAVE ACCUMULATED.
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%%ULAP CROSS SECTION
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FLASHING FASTENED 8" O.C.
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METAL CAP SECURED 24" O.C.W/ FASTENERS W/NEOPRENE WASHERS
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MODIFIED MEMBRANE
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METAL DECK
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BASE PLY
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INSULATION
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COVERBOARD
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NOTE: 1. REFERENCE SPECIFICATION FOR SURFACING, REFERENCE SPECIFICATION FOR SURFACING, MEMBRANE ADHESIVE TYPE, AND INSULATION/COVER BOARD TYPE AND ATTACHMENT METHOD. 2. EXISTING CURBS ARE 1'-4" H. BUILD UP EXISTING CURBS EXISTING CURBS ARE 1'-4" H. BUILD UP EXISTING CURBS TO 2'-0" ABOVE FINISHED ROOF.
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CAP FLASHING PLY 9" MIN. IN FIELD - TERMINATE AT TOP OF CURB, BUT DO NOT TURN OVER TOP
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BASE FLASHING PLY 6" MIN., WRAP UP AND OVER CURB.
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METAL EXHAUST FAN COVER, SIZE VARIES.
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TAPERED INSULATION
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DRAIN
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NEW ROOF
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NEW EPDM MEMBRANE ON RIGID INSULATION ON EXISTING ROOF DECK, TYP.
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FIELD WIND DESIGN SPEED: 60 MPH 60 MPH
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CORNER WIND DESIGN SPEED: 120 MPH 120 MPH
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CORNER WIND DESIGN SPEED: 120 MPH 120 MPH
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CORNER WIND DESIGN SPEED: 120 MPH 120 MPH
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CORNER WIND DESIGN SPEED: 120 MPH 120 MPH
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PERIMETER WIND DESIGN SPEED: 90 MPH 90 MPH
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PERIMETER WIND DESIGN SPEED: 90 MPH 90 MPH
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PERIMETER WIND DESIGN SPEED: 90 MPH 90 MPH
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PERIMETER WIND DESIGN SPEED: 90 MPH 90 MPH
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PERIMETER WIND DESIGN SPEED: 90 MPH 90 MPH
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PERIMETER WIND DESIGN SPEED: 90 MPH 90 MPH
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TYPICAL DIMENSIONS.
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CORNER WIND DESIGN SPEED: 120 MPH 120 MPH
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EXISTING ROOF/ WALL CONSTUCTION, TYP.
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NEW STANDING SEAM METAL PANEL ON NEW ROOF PAPER, ON NEW ICE & WATER SHIELD ON EXISTING SHEATHING AND WALL/ ROOF BUILD-UP, TYP.
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#12 x 1" WAFER HEAD SCREWS INTO OUTSIDE CLOSURE, TYP.
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NEW STANDING SEAM METAL PANEL ON NEW ROOF PAPER, ON NEW ICE & WATER SHIELD ON EXISTING SHEATHING AND WALL/ ROOF BUILD-UP, TYP.
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FLASHING, RUN DOWN FACE 6" MIN., TYP.
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#12 x 1" WAFER HEAD SCREWS INTO OUTSIDE CLOSURE, TYP.
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ANCHOR CLIP
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GABLE RAKE CLOSURE TRIM
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GABLE/RAKE STARTER CLEAT
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BUTYL TAPE
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NEW STANDING SEAM METAL PANEL ON NEW ROOF PAPER, ON NEW ICE & WATER SHIELD ON EXISTING SHEATHING AND WALL/ ROOF BUILD-UP, TYP.
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INSTALL NEW START GABLE SYSTEM AS PER MANUF. RECOMMENDATIONS, TYP.
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NEW STANDING SEAM METAL PANEL ON NEW ROOF PAPER, ON NEW ICE & WATER SHIELD ON EXISTING SHEATHING AND WALL/ ROOF BUILD-UP, TYP.
