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HomeMy WebLinkAbout030 Roof Plan3A301______________1A302______________1A301______________2A301______________2A302______________CL15'-9 1/4"15'-9 1/4"1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"CL9'-6 5/8"9'-6 5/8"1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"1234AB3A111______________1A111______________2A111______________CLCL13'-3 11/16"13'-3 3/4"13'-3 3/4"13'-3 11/16"RIDGEWHITE TPO ROOF MEMBRANE ON TAPERED INSULATIONSOLAR PHOTOVOLTAIC PANELSA. SEE SHEET G101 FOR BUILDING CODE DATA AND FIRE RATED WALL LOCATIONS.B. SEE SHEET A001 FOR ASSEMBLY TYPES AND CONSTRUCTION.C. IN NO CASE SHALL CONSTRUCTION RELATED WORK BE DONE OVER, OR CONSTRUCTION RELATED TRAFFIC BE ROUTED OVER FINISHED ROOF AREAS OR ROOF SECTIONS NOT INCLUDED IN THE WORK WITHOUT PROTECTION BEING PLACED OVER ROOF MEMBRANE. ALL ROOF AREAS OR ROOF SECTIONS THAT HAVE ROOF RELATED WORK NOT INCLUDING RE-ROOF WORK IS REQUIRED TO HAVE ROOF PROTECTION PLACED OVER ROOF MEMBRANE. PROTECTIONS SHALL CONSIST OF THE FOLLOWING (BOTTOM TO TOP).1. 1-INCH EXPANDED POLYSTYRENE.2. 10-MIL POLYETHYLENE.3. 1/2" PLYWOOD.4. WEIGH DOWN ALL PROTECTION MATERIALS TO PREVENT DISPLACEMENT BY WIND.D. ROOF AREAS THAT HAVE NOT BEEN PROTECTED FROM CONSTRUCTION RELATED TRAFFIC AS SPECIFIED ABOVE SHALL BE REMOVED AND REPLACED AT NO ADDITIONAL EXPENSE TO THE OWNER.E. DETAILS IN THE PROJECT DRAWINGS ARE SHOWN AT SPECIFIC LOCATIONS AND ARE INTENDED TO SHOW GENERAL REQUIREMENTS THROUGHOUT.A. DETAILS NOTED ARE "TYPICAL" AND IMPLY ALL SIMILAR CONDITIONS TREATED SIMILARLY. MODIFICATIONS TO BE MADE BY THE CONTRACTOR TO ACCOMMODATE MINOR VARIATIONS WITHOUT ADDITIONAL COST TO THE OWNER.F. PIPE CUTTING AND THREADING OPERATIONS ARE NOT ALLOWED ON MEMBRANE ROOF AREAS. CUTTING AND THREADING OPERATIONS ARE TO BE PERFORMED AT GROUND LEVEL. CLEANED, THREADED PIPE MAY BE LOADED ONTO THE ROOF WHERE PROTECTION HAS BEEN PLACED OVER FINISHED MEMBRANES. IMMEDIATELY NOTIFY ROOFING CONTRACTOR IF MEMBRANE IS DAMAGES OR PUNCTURED. TEMPORARILY PATCH PUNCTURES WITH DUCT-TAPE (DO NOT USE SEALANT) UNTIL ROOFING CONTRACTOR CAN MAKE REPAIRS.G. PROVIDE CRICKETS ON THE UP SLOPE OF ALL ROOF CURBS AS REQUIRED FOR DRAINAGE.H. FIELD VERIFY ALL DIMENSIONS.GENERAL ROOFING NOTESROOFING -WIND UPLIFT FORCESINTERIOR PERIMETER UPLIFT FORCE:CORNER UPLIFT FORCE:28 (LBF/SF)51 (LBF/SF)ROOF AREASDESIGN REQUIREMENTS PER SEI/ASCE 7-16RISK CATEGORY: IIBASIC WIND SPEED: 115 MPH (3-SEC GUST)BUILDING EXPOSURE: BTOPOGRAPHY FACTOR: 1.0NOTE(S):1. CALCULATED UPLIFT FORCES ARE FOR DESIGN OF ATTACHMENT OF ROOF COOMPONENTS TO STRUCTURAL SUBSTRATES.2. DIMENSIONS SHOWN ON WIND UPLIFT DIAGRAM ARE ROUNDED UP TO NEAREST WHOLE FOOT.3. UPLIFT FORCES INDICATED ARE ULTIMATE WIND PRESSURE PER ASCE/SEI 7-16.37 (LBF/SF)OUTER PERMIMETER UPLIFT FORCE:1234ABTYP.10'-0"TYP.10'-0"TYP.4'-0"TYP.10'-0"ROOF DRAIN / OVERFLOWPIPE PENETRATION THROUGH ROOFROOF HATCHROOF TYPE -SEE ASSEMBLIES SHEETEXPANSION JOINT IN COPING STONESROOF SYMBOL LEGENDRIDGE#WALKPADS PROVIDE AROUND ALL SERVICEABLE EQUIPMENT, PROVIDE AT ROOF HATCHDIRECTION OF FINISHED ROOF SLOPE FROM TAPERED INSULATION / CRICKETSROOF SLOPE RIDGE LINEROOF SLOPE VALLEY LINEROOF EDGEPARAPET ROOF TO WALLTAPERED INSULATION / CRICKETPHOTOVOLTAIC PANEL ARRAYROOF PLAN NOTEROOF SECTION DESIGNATION TAGROOF AREA'X'RHXEJ1. CHANGE IN ROOF DECK DIRECTION. SEAL BOTH SIDES WITH SPRAY FOAM AIR/VAPOR TIGHT.2. ROOFTOP EQUIPMENT. SEE MECHANICAL#ROOFING KEYNOTESREVISIONS8/12/2022 11:37:01 AMROOF PLANA1108.11.2022© 2022 | ALL RIGHTS RESERVEDSITE REVIEW SETDESIGNED BY | DesignerDRAWN BY | O'CONNELLDOWNTOWN BOZEMANSTOCKMAN BANK801 W MAIN STREET | Project# SBDBZN_200 | L:\StockmanBank\SBDBZN_200PROJECT# | SBDBZN_2001/4" = 1'-0"A1101ROOF PLAN1/8" = 1'-0"A1102WIND UPLIFT DIAGRAM