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HomeMy WebLinkAboutS300.0H. 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 3'-0" POURED CONCRETE WALL HEIGHT 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 FRAMING SECTION INSUL. BATTS 8" CONC. WALL (2) ROWS OF #4 HORZ. REBARS LAP 24 AS NECESSARY BLOWN INSUL. R-50 1'-03 4 " 18'-85 8 " 19'-03 8 " 9" 16 JST @ 16" O.C. 3 4 " T&G OSB SUB. FL. 4" BLOCK RUBBER FLASHING GRAVEL FILL STAMPED CONC. SLAB ASPHALT SHINGLES 7 16 " DECKING 15# ASPHALT SAT. FELT, EXCEPT IN HIGH RISK AREAS USE ICE & WATER SHIELD MEMBRANE DRAFT STOP 9'-11 8 1'-43 " 4 12'-11 " 8 1'-43 " 4 3'-11 " 2" 1'-73 8 " 9'-4 5 16 " HEEL HEIGHT ENTRY FOYER KITCHEN COVERED ENTRY PORCH OPEN AIR PATIO 2x6 JOIST 16" O.C. 2x6 RAFTERS 16" O.C. 2x6 JOIST 16" O.C. 2 PLY"x117 8 " FLUSH LVL HDR. 12'-11 8 " 1" 11 2" 10'-111 2" 10'-43 4 " 1'-01 4 " 1'-0" 5 1'-5 " 1 2 7'-71 " 4 " 12 PITCH 2 1 2 SLOPE STEP 6 MIL POLYETHYLENE VAPOR BARRIER LINENS UPPER GALLERY BATHROOM 16 JST @ 16" O.C. 3 4 " T&G OSB SUB. FL. FULL THK FRICTION FIT FIBERGL INSUL. BATTS R-15 2x6 STUDS 16" O.C. w/ 1 2" DRYWALL ZIP WALL W/ TAPPED JOINTS 7/16" O.S.B. SHEATHING AIR SPACE BRICK VENEER 12 10 PITCH 3'-33 4 " 11'-7" 23'-15 8 " BOT. OF RAFTER CUT 2x10'S 16" O.C. 11 2" STEP 2x10'S 16" O.C. 7'-0" 8" CONC. WALL w/ VERT. #6 REBARS 36" o.c. & (4) #4 HORZ. REBARS CONT. (LAP 24" AS NECESSARY) 18"x8" CONCRETE FOOTING @ 2500 PSI 6 12 7'-0" PITCH 1015 16 " FULL THK FRICTION FIT FIBERGL INSUL. BATTS R-15 2x6 STUDS 16" O.C. w/ 1 2" DRYWALL 3 FRAMING SECTION 8" CONC. WALL w/ VERT. #6 REBARS 36" o.c. & (4) #4 HORZ. REBARS CONT. (LAP 24" AS NECESSARY) #3 DOWELS x 18 LONG @ 36" o.c. BLOWN INSUL. R-50 16 JST @ 16" O.C. 3 4 " T&G OSB SUB. FL. INSUL. BATTS 2x6 RAFTERS 16" O.C. 2x6 JOIST 16" O.C. 6 MIL POLYETHYLENE VAPOR BARRIER 4" CONC. SLAB 3500 PSI 1'-5 " 3 1 2" 11'-41 2" 11'-4 1 2" 31 2 " 1'-5 " SEAT CUT SEAT CUT 97 16 12'-1 " 1 8 1'-43 " 4 9'-91 " 2" 10'-0" POURED CONCRETE WALL HEIGHT FOUR SEASONS ROOM 4" DIA. PERF PIPE w/SOCK WATERPROOFING AS SPECIFIED BY GENERAL CONTRACTOR GRAVEL FILL DRAFT STOP 11'-7" BOT. OF RAFTER CUT 12 PITCH 8 18"x8" CONCRETE FOOTING @ 2500 PSI STICK FRAMING FRAMING SECTIONS SCALE: 1/4"=1'-0" 8 SHEET NUMBER 11/16/18 Mike Sheeks