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HomeMy WebLinkAboutS000.20Designed For:Westvale Lot 92Stump ResidenceDate: 08-20-19Plan number #190601H. G. McCULLOUGH DESIGNERS, INCCONSTRUCTION DRAWINGS BY:- 2146 Glenview Drive, Evansville, IN 47720 - Email: designers@hgmccullough.com- Telephone: 812 . 428 . 0174 - www.hgmccullough.comMake yourself at homeMcKENZIECOLLECTION.COM 4631LisbornDriveCarmel ,IN46033 317.574.7617P3 FRAMING SECTION 2'-0"12"POURED CONCRETE WALL HEIGHTTRUSSES 24" o.c. T.C. L.L. 30 PSF T.C. D.L. 10 PSF B.C. D.L. 10 PSF B.C. L.L. 0 PSF TOTAL 50 PSF NOTE: TRUSS DESIGN BY MFG. 2 BAY GARAGE ASPHALT SHINGLES 7 16 " DECKING 15# ASPHALT SAT. FELT, EXCEPT IN HIGH RISK AREAS USE ICE & WATER SHIELD MEMBRANE BLOWN INSUL. R-50 12 PITCH 12 12 PITCH 12 TOP OF GARAGE FOUNDATION 2" MINIMUM SLOPED CONCRETE SLAB FULL THK FRICTION FIT FIBERGL INSUL. BATTS R-15 2x4 STUDS 16" O.C. w/ 1 2" DRYWALL ZIP WALL W/ TAPPED JOINTS 7/16" O.S.B. SHEATHING AIR SPACE BRICK VENEER 4" CONC. SLAB W/ 6x6 #10 WWF TOP OF MAIN LEVEL SUB FLOOR 20"x10" CONCRETE FOOTING @ 2500 PSI 2 " RIGID INSUL. 1'-5"8'-111 2"8'-7"31 2"3'-53 4"13'-51 2"13'-2"9'-71116"6"TOP OF GARAGE FOUNDATION BOT. OF LOOKOUT 8'-878 " 3'-7116" 13'-512"HEELHEIGHT3'-114" 8'-1112"3'-214" 8'-1012"HEELHEIGHTHEELHEIGHT12'-118" 13'-258"BOT. OF LOOKOUT 12 PITCH12 12" CONCRETE BLOCK 6" CONCRETE BLOCK 1'-31 2" RUBBER FLASHING EXTEND ABOVE CONC. SLAB VERIFYAS PER CONTR.2'-0"12"POURED CONCRETE WALL HEIGHT4" 4 FRAMING SECTION 1'-01 2"12'-51 2" 12'-51 2" 3'-53 4" 2 BAY GARAGE 9'-418"2'-8716"10'-118" TRUSSES 24" o.c. T.C. L.L. 30 PSF T.C. D.L. 10 PSF B.C. D.L. 10 PSF B.C. L.L. 0 PSF TOTAL 50 PSF NOTE: TRUSS DESIGN BY MFG. ASPHALT SHINGLES 7 16 " DECKING 15# ASPHALT SAT. FELT, EXCEPT IN HIGH RISK AREAS USE ICE & WATER SHIELD MEMBRANE BLOWN INSUL. R-50 12 PITCH 12 TOP OF GARAGE FOUNDATION 2" MINIMUM SLOPED CONCRETE SLAB FULL THK FRICTION FIT FIBERGL INSUL. BATTS R-15 2x4 STUDS 16" O.C. w/ 1 2" DRYWALL ZIP WALL W/ TAPPED JOINTS 7/16" O.S.B. SHEATHING AIR SPACE BRICK VENEER 4" CONC. SLAB W/ 6x6 #10 WWF TOP OF MAIN LEVEL SUB FLOOR 20"x10" CONCRETE FOOTING @ 2500 PSI 2 " RIGID INSUL. TOP OF TRUSS 9'-71116"11'-558"HEELHEIGHT1'-0"2'-5 1 4"8'-878"BOT. OF LOOKOUT BOT. OF LOOKOUT 6"2'-0"12"POURED CONCRETE WALL HEIGHT4" MASONRY LEDGE TRUSSES 24" o.c. T.C. L.L. 30 PSF T.C. D.L. 10 PSF B.C. D.L. 10 PSF B.C. L.L. 0 PSF TOTAL 50 PSF NOTE: TRUSS DESIGN BY MFG. 2 BAY GARAGE 5 FRAMING SECTION 1'-01 2" 13'-51 2" 13'-51 2" 3'-53 4"13'-512"3'-7116"10'-118" ASPHALT SHINGLES 7 16 " DECKING 15# ASPHALT SAT. FELT, EXCEPT IN HIGH RISK AREAS USE ICE & WATER SHIELD MEMBRANE BLOWN INSUL. R-50 TOP OF MAIN LEVEL SUB FLOOR 20"x10" CONCRETE FOOTING @ 2500 PSI 2 " RIGID INSUL. TOP OF GARAGE FOUNDATION FULL THK FRICTION FIT FIBERGL INSUL. BATTS R-15 2x4 STUDS 16" O.C. w/ 1 2" DRYWALL ZIP WALL W/ TAPPED JOINTS 7/16" O.S.B. SHEATHING AIR SPACE BRICK VENEER 2" MINIMUM SLOPED CONCRETE SLAB 4" CONC. SLAB W/ 6x6 #10 WWF TOP OF TRUSS HEELHEIGHT7'-9716"6"2'-51 4"1'-0" 12 PITCH 12 BOT. OF LOOKOUT SCALE: 1/4"=1'-0"FRAMING SECTIONS 8 SHEET NUMBER 08/30/19 Mike Sheeks