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HomeMy WebLinkAboutS003 - 24GODEPTHWIDTH SEE FOUNDATION PLAN FOR PAD DIMENSIONS METAL ANCHOR PLATE 3 1/2" DIA. ADJUSTABLE STEEL COLUMN 4" CONCRETE SLAB ON GRADE 4" MIN. GRANULAR FILL ON 6 MIL VISQUEENVAPOR BARRIERDEPTH WIDTH 8"METAL TIE BRICK VENEER SHEATHING BATT INSULATION GRADE THROUGH WALL FLASHING 4" DRAIN TILE 4" MIN. GRANULAR FILL 5'- 0" . OVERDIGWALL HEIGHT3/4" DECKING SEE FLOOR FRAMING PLAN FOR JOIST LAYOUT 4" CONCRETE SLAB ON GRADE W/ 6 MIL. VAPOR BARRIER GRANULAR FILL TO 12" ABOVE TOP OF FOOTING. WATERPROOFING TYPICAL FOUNDATION WALL: *POURED CONCRETE WALL (SEEPLAN FOR DIM.) *SILL ANCHOR BOLTS @ 6'-0" O.C. *#6 VERTICAL REINF. @ 5" FROM SOIL SIDE OF WALL. SPACING PER CODE. *16" X 8" CONCRETE FOOTING *#3 HORIZ. STEEL WALLREINFORCING *LOOP WIRE REINFORCING 5'- 0". 2'- 0".LOWER LEVEL MAIN LEVEL 8"5'- 0" . OVERDIGWALL HEIGHTDEPTHWIDTH SEE FOUNDATION PLAN FOR UNDER SLAB FOOTING DIMENSIONS TREATED SILL PLATE. BEARING WALL. SEE FRAMING PLAN. 4" CONCRETE SLAB ON GRADE 4" MIN. GRANULAR FILL ON 6 MIL VISQUEEN VAPOR BARRIERDEPTH WIDTH GARAGE 4" CONC. SLAB OVER 4" MIN. GRANULAR FILL BASEMENT 4" CONC. SLAB OVER 6 MIL. VAPOR BARRIEROVER 4" MIN. GRANULAR FILL 2" SLOPE TO DOORPORCH 4" CONC. SLAB OVER 4" MIN. GRANULAR FILL 9' BASEMENT WALLSPORCH 4" CONC. SLAB OVER 4" MIN. GRANULAR FILL CRAWL 6 MIL. VAPOR BARRIER OVER 4" MIN. GRANULAR FILL CONCRETE PILASTERS BELOW STEPS SLAB RECESSED 4"SUMP EJECT 4' - 2 1/2" DROP T.O.W. INSIDE WELL 22' - 6"7' - 11 1/2" 16' - 0" 4' - 0" 4' - 0" 11' - 8"11' - 0" 6' - 4" 6' - 11" 16' - 3" DROP T.O.W. AT O.H.D. 2' - 6" 4' - 0" 9' - 8" 8" 4' - 4" 8" 4' - 0"1' - 4" 8" 11' - 9 3/4" 3' - 0" 4' - 10" 3' - 0" 4' - 8 1/4" 8" 29' - 2"10" 8" 9' - 8" 8" 14' - 4 1/4" 1' - 4" 6' - 6" 1' - 4" 11' - 8 1/8" 3' - 2 7/8"8"3' - 6"8' - 4 3/4"1' - 4" 5' - 8 1/4" 3' - 0" 3' - 0 3/4" 1' - 8 1/4" 3' - 0"5' - 8" 1' - 4" 14' - 4 1/4" 8" 16' - 5 3/4"1' - 4" 10' - 0" 1' - 4" 7' - 8" 3' - 0" 13' - 6 1/4" 8"11' - 8 3/4" 3' - 0" 2' - 8" 12' - 6 1/2" 3' - 0" 4 3/4" 8" 15' - 2" 10" 3' - 0" 1' - 6 1/2" 10' - 4 1/4"2' - 10"26' - 11"19' - 1"22' - 4"8" 7' - 0" 8" 8' - 4" 8" 15' - 6" 5' - 6"16"W X 8"D CONCRETE UNDERSLAB FOOTING 36" x 36" x 12"D CONCRETE FOOTING 36" x 36" x 12"D CONCRETE FOOTING 36" x 36" x 12"D CONCRETE FOOTING 36" x 36" x 12"D CONCRETE FOOTING 10" 21' - 0" 10" 13' - 9 1/4" 3' - 0" 11' - 10 3/4" 8"58' - 8"3' - 1 1/2" 3' - 0" 10' - 4 1/4"6' - 4" 1' - 4" 9' - 0" 54' - 8"10"11' - 2" 8" 16' - 8" 10" 21' - 0" 10" 36" x 36" x 12"D CONCRETE FOOTING 1' - 8 1/4" 6' - 7 1/2" 3' - 0" 10' - 0 1/4" 1' - 4" 2" 5' - 8 1/4" 8" 8"12' - 0"17' - 4" 2' - 0" 18' - 8" 2' - 0" 2' - 8" 10' - 4" 6' - 4" 71' - 4"58' - 8"10' - 4" 10"10"10"8"3' - 0"1' - 4"8" 3' - 0" 8" CONCRETE PILASTERSBELOW STEPS 2' - 8" 1' - 0" TIMBER RETAINING WELL 8" 5' - 8"8" 5' - 8"71' - 4"4' - 0"5' - 8"DROP T.O.W. 1' - 0"1' - 0" CUSTOMER:PROJECT NAME:LOCATION:DRAWING TITLE: DRAWN BY:WedgewoodBuilding Co., LLC317.669.630032 First Street NECarmel, IN 46032www.wedgewoodbc.comCopyright c 2015 Wedgewood Building Co. LLC. 6/11/2021 1:14:04 PM S1The Dobson ResidenceLot #24 - Gray Oaks14275 Gray Oaks CourtFOUNDATION PLAN ABL3/4" = 1'-0"2 TYPICAL FOUNDATION AT COLUMN 3/4" = 1'-0"3 TYPICAL FOUNDATION WALL AT HOUSE 3/4" = 1'-0"4 TYPICAL UNDER SLAB FOOTING GENERAL NOTES: 1. REFER TO COVER PAGE FOR SPANISH TRANSLATIONS = REFERIRSE A LA PORTADA DE LAS TRADUCCIONES AL ESPAÑOL.Rev.No. Date Description1/4" = 1'-0" 1 FOUNDATION PLAN 07/13/21