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HomeMy WebLinkAboutS400.0H. G. McCULLOUGH DESIGNERS, INC Designed For: M cCurdy Residence 2 9 5 WSV Date: 11-0 7-18 Plan number # 180 6 2 7 CONSTRUCTION DRAWINGS BY: - 2146 Glenview Drive, Evansville, IN 47720 - Email: designers@hgmccullough.com - Telephone: 812 . 428 . 0 174 - www.hgmccullough.com GARY NANCE DESIGN Architectural Concepts By Make yourself at home 4631LisbornDrive Carmel,IN 46033 317.663.4793P gnance@garynancedesign.com garynancedesign.com ThesedesignconceptsarethepropertyofGaryNanceDesign andmaynotbeusedwithoutapprovalfromGaryNanceDesign FULL THK FRICTION FIT FIBERGL INSUL. BATTS R-15 2x6 STUDS 16" O.C. w/ 1 2 " DRYWALL ASPHALT SHINGLES 7 16 " DECKING 15# ASPHALT SAT. FELT, EXCEPT IN HIGH RISK AREAS USE ICE & WATER SHIELD MEMBRANE 2 FRAMING SECTION 6 MIL POLYETHYLENE VAPOR BARRIER 4" CONC. SLAB 3500 PSI 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 BLOWN DESIGN BY MFG. INSUL. R-50 1'-03 4 " 9" 16 JST @ 16" O.C. 3 4 " T&G OSB SUB. FL. DRAFT STOP 1'-73 8 9'-11 " 8 1'-43 " 4 12'-11 " 8 1'-43 " 4 9'-91 " 2 " BEDROOM #3 UPPER GALLERY LIVING ROOM WALK UP BAR - ROUGH IN ONLY - PLUMB FOR SINK TWO BAY GARAGE 16 JST @ 16" O.C. 3 4 " T&G OSB SUB. FL. BALUSTRADE AND HANDRAIL SYSTEM TO BE DETERMINED BY CONTRACTOR (NOT SHOWN) (4) 2x12 CARRIAGES (4) 2x12 CARRIAGES 1 1 16 TREADS 3 4 RISERS 1 1 16 TREADS 3 4 RISERS 12 6PITCH 4" (MIN.) GRAVEL FILL 6 MIL POLYETHYLENE VAPOR BARRIER 4" CONC. SLAB W/ 6x6 #10 WWF 1'-63 4 " 8'-67 8 " ZIP WALL W/ TAPPED JOINTS 7/16" O.S.B. SHEATHING AIR SPACE BRICK VENEER 2 PLY"x91 2 " LVL HDR. 1'-5" 6'-9" 3" 11'-11 1 2 " 11'-7 1 2" FACE OF SHEATHING 7'-1111 16 3'-1011 " 16 " HEEL HEIGHT HEEL HEIGHT TOP OF TRUSS 3'-1011 16 " HEEL HEIGHT GIRDER TRUSS BLOWN INSUL. R-50 12 8PITCH 10'-9 3 4 " BOT. OF RAFTER CUT THIN SET BRICK VENEER 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. JST. HANGERS 2x10'S 16" O.C. 18"x8" CONCRETE FOOTING @ 2500 PSI 19 RISERS @71 8 " EA.= 18 TREADS 5'-0 @ 11" EA.= 3 4 " 3 4 " 16'-6" PLYWD. HANGER 11'-21 4 " 2'-0" 2x10'S 16" O.C. 4'-61 4 " 3 4 " 13'-9" 2'-9 1 4 " 3 4 " 1'-10" PLYWD. HANGER PLYWD. HANGER 1'-91 8 " 9'-45 8 " 2'-4 1 8 " 16 RISERS @7 1 16 " EA.= W14x38# FLUSH STL. BEAM W/ JST. HANGERS 2" MINIMUM SLOPED CONCRETE SLAB 1 2" EDGE 7 '-0" 5 4 "x31 2" BOARD 18"x3 4 " BOARD 31 2"x 3 4 " BOARD HEEL HEIGHT TOP OF TRUSS 12 PITCH 5 6 MIL POLYETHYLENE VAPOR BARRIER 18"x8" CONCRETE FOOTING @ 2500 PSI ZIP WALL W/ TAPPED JOINTS 7/16" O.S.B. SHEATHING AIR SPACE BRICK VENEER BLOWN INSUL. R-50 4 FRAMING SECTION 4" DIA. PERF PIPE w/SOCK WATERPROOFING AS SPECIFIED BY GENERAL CONTRACTOR GRAVEL FILL 2" RIGID INSULATION 8" CONC. WALL (2) ROWS OF #4 HORZ. REBARS LAP 24 AS NECESSARY 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. 1'-5" 14'-7 1 2" 14'-7 1 2" 13'-0" 1'-5" 3'-11 2" 1'-43 4 " 10'-11 8 " 2'-0" 6'-11 8 " BLOWN INSUL. R-50 16 JST @ 16" O.C. 3 4 " T&G OSB SUB. FL. "HER" CLOSET LAUNDRY TOP OF GARAGE FOUNDATION 3'-61 4 10'-11 " 8 " 12'-4" BOT. OF RAFTER CUT 3'-0" POURED CONCRETE WALL HEIGHT FULL THK FRICTION FIT FIBERGL INSUL. BATTS R-15 2x6 STUDS 16" O.C. w/ 1 2" DRYWALL 8 '-67 8 " INSUL. BATTS 10'-93 4 " BOT. OF RAFTER CUT FRAMING SECTIONS SCALE: 1/4"=1'-0" 9 SHEET NUMBER 11/16/18 Mike Sheeks