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HomeMy WebLinkAboutS001.1Designed For: Patel Residence H. G. McCULLOUGH DESIGNERS, - 2146 Glenview Drive, Evansville, IN 47720 - Email: designers@hgmccullough.com - Telephone: 812 . 428 . 0174 - www.hgmccullough.comDate: 08-31-18 Plan number #17010 4 CONSTRUCTION DRAWINGS BY: GARY NANCE DESIGN Architectural Concepts By Make yourself at home 4631 Lisborn Drive Carmel, IN 46033 317.663.4793 P gnance@garynancedesign.com garynancedesign.com These design concepts are the property of Gary Nance Design and may not be used without approval from Gary Nance Design 2'-0" 10'-0"POURED CONCRETE WALL HEIGHT 11'-0" 63 4" 10'-0" POURED CONCRETE WALL HEIGHTFD1 FOUNDATION DETAILFD3 FOUNDATION DETAILFD2 FOUNDATION DETAILFD4 FOUNDATION DETAILTOP OF GARAGEFOUNDATIONMASONRYLEDGE512"4 MIL POLYETHYLENEVAPOR BARRIER2 " RIGID INSUL.MASONRYLEDGE512"GRAVELFILL4" DIA. PERFPIPE w/SOCKWATERPROOFING ASSPECIFIED BY GENERALCONTRACTORWRAP WASH GRAVELBACKFILL w/LANDSCAPEFELT MAT'L.12"x18" ANCHORBOLTS 48" O.C.12"x18" ANCHORBOLTS 48" O.C.AIR SPACE4" STONEVENEER7/16" O.S.B.SHEATHINGZIP WALL W/TAPPED JOINTSTOP OF MAINLEVEL SUB FL.1'-0"4"MASONRYLEDGE10" CONC. WALL w/ VERT.#6 REBARS 36" o.c. & (4)#4 HORZ. REBARS CONT.(LAP 24" AS NECESSARY)4" DIA. PERFPIPE w/SOCKWATERPROOFING ASSPECIFIED BY GENERALCONTRACTOR#3 DOWELS x 18 LONG@ 36" o.c.112"212"SLOPESTEPRUBBERFLASHINGINSUL.BATTS10'-0"POURED CONCRETE WALL HEIGHT7'-0"3'-0"FINISH SURFACE SPECIFIEDBY GENERAL CONTRACTOR20"x10" CONCRETEFOOTING @ 2500 PSI18"x8" CONCRETEFOOTING @ 2500 PSI18"x8" CONCRETEFOOTING @ 2500 PSI20"x10" CONCRETEFOOTING @ 2500 PSI20"x10" CONCRETEFOOTING @ 2500 PSISTEP SLOPE 11 2" 258"RUBBERFLASHINGGRAVEL FILL#3 DOWELS x 18 LONG@ 36" o.c.6'-0"4'-0"4" DIA. PERFPIPE w/SOCKWATERPROOFING ASSPECIFIED BY GENERALCONTRACTORGRAVEL FILLSTAMPED CONC.SLAB1'-218"8x4x12 "STL. ANGLE#5 BARS 10" O.C. SHORT WAYS1" CLEAR FROM BOTTOM#4 BARS 12" O.C.LONG WAYSRUBBER ROOFMEMBRANE8"STAMPED CONC.WEAR SLABNOTE: CONCRETE STEPS AS PERCONTRACTOR,VERIFY AT SITE W/FINAL GRADE2'-0"VERIFY DRAIN w/CONTRACTORSTONE SILL4"STEP SLOPE STONE SILLw/ FLASHING ANDWATERPROOFINGAS PER CONTR.SLOPE STONE SILLw/ FLASHING ANDWATERPROOFINGAS PER CONTR.STRUCTURAL SLAB THK.FD5 FOUNDATION DETAILFD6 FOUNDATION DETAILFD7 FOUNDATION DETAIL17 8"AIR SPACE5" STONE VENEERINSUL.BATTS18"x8" CONCRETEFOOTING @ 2500 PSI1'-0"STONE CAP912"SLOPE STONE SILLw/ FLASHING ANDWATERPROOFINGAS PER CONTR.GRAVEL FILL10" CONC. WALL w/ VERT.#6 REBARS 36" o.c. & (4)#4 HORZ. REBARS CONT.(LAP 24" AS NECESSARY)7'-4"2'-4"4" 9'-0"SLOPE STONE SILLw/ FLASHING ANDWATERPROOFINGAS PER CONTR.FD8 FOUNDATION DETAIL1112"12" CONC. WALL w/ VERT.#6 REBARS 36" o.c. & (4)#4 HORZ. REBARS CONT.(LAP 24" AS NECESSARY)01AFOUNDATION DETAILSSCALE: 3/8"=1'-0"SHEET NUMBER