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HomeMy WebLinkAboutS001 - 232JGB55' - 0" 17' - 8"8" 13' - 4" 8" 8"4' - 8" 8" 4' - 0" 8" 2' - 0"6' - 0" 54' - 8" 14' - 0" 1' - 4"21' - 4" 11' - 4" 37' - 8"22' - 0" 55' - 0"2' - 4 1/2"DROP TOP OF WALL8' - 3" 3' - 0 1/2" 8" 6' - 8"2' - 0"8"20' - 0" 19' - 0" 13' - 4" 8" 4' - 8" 5' - 4" 3' - 5 3/4" 10' - 7" 5' - 3 1/2" 6' - 11 3/4" 8" 21' - 4" 8" 22' - 8"10' - 0"22' - 4"4' - 0"12' - 8 1/2" 6' - 7 3/4" 2' - 1 3/4" 5' - 1 1/4" 3' - 9 3/4"1' - 5 3/4"2' - 3 1/2"8' - 1 3/4" 7' - 8" 8" 12' - 8" 8" 9' - 7" DROP T.O.W. 4' - 8" 7' - 1" DROP T.O.W. 4' - 8" 5' - 0" 1' - 4"21' - 4" BSMT. FND. WALLS32' - 4" BSMT. FND. WALL 74' - 8"76' - 8"59' - 8"15' - 0" 4" CONC. SLAB OVER 4" MIN. GRANULAR FILL 4" CONC. SLAB OVER 4" MIN. GRANULAR FILL 4" CONC. SLAB OVER 4" MIN. GRANULAR FILL 4" CONC. SLAB OVER 6 MIL VAPOR BARRIER OVER 4" MIN. GRANULAR FILL BASEMENT GARAGE GARAGE PORCH 4" CONC. SLAB OVER 4" MIN. GRANULAR FILL PORCH 6' - 0 1/2"2' - 9 1/2" 2' - 10"1' - 8" 14' - 11" 2' - 0" 1' - 1 3/4" 18' - 3 1/4"4' - 7"10' - 10" 4' - 8 1/4" 1' - 0 1/2" 9' - 4"15' - 2 3/4" 6' - 7 1/2" 36"x36"x12" FOOTING 36"x36"x12" FOOTING 16"x8" THICKENED CONC. SLAB 16"x8" THICKENED CONC. SLAB 10' - 8"10' - 8" 9' - 4" 12' - 2 1/4" 10' - 8"7' - 11 1/4" 5' - 5 1/4" 6' - 7 1/2" 24"x24"x12" FOOTING 24"x24"x12" FOOTING 3' - 7 1/2"12' - 9" 9' - 5 1/2" 13' - 7 1/2" 21' - 1 3/4" 1' - 4" 8" 20' - 0"10' - 8" 8" 21' - 0" 8" 16"x8" THICKENED CONC. SLAB 16"x8" THICKENED CONC. SLAB 16"x8" THICKENED CONC. SLAB ROCKWELL WINDOW WELL UNIT AREA DRAIN 20' - 0"18' - 0" SHORT WALLS15' - 8" 1' - 4"8"7' - 4" 4' - 0" ROCKWELL WINDOW WELL UNIT RECESSED SLAB FOR EJECTOR AND SUMP PITS SLOPE FLOOR 2"13' - 8" 1' - 4"8" 5' - 4" 16' - 0"SLOPE FLOOR 2"3' - 8 1/2"16' - 3" DROP TOP OF WALL2' - 4 1/2" 1' - 4" 8"21' - 4" 8" 10"11' - 7 1/2" ROUGH -IN AREA DRAIN 3' - 4" 8" 3' - 4" 8" 3' - 4"CONCRETE PILASTERS BELOW STEPS CONCRETE PILASTERS BELOW STEPS 8' - 0"1' - 8" 2' - 0" 2' - 0"4"1' - 0" 4"1' - 8"8" 2' - 4" 8" 2' - 8" STUB OUT FOR LIGHT 6' - 0"FOUNDATION NOTES: 1. ALL FOUNDATION WALLS TO BE 8" THICK UNLESS NOTHER OTHERWISE (U.N.O.) 2. DIMENSIONS ARE TO FACE OF WALL TYPICAL (U.N.O.) 3. TOP OF STEEL BEAMS TO ALIGN WITH TOP OF FOUNDATION WALLS U.N.O. 4. TOP OF CRAWL BEAMS TO ALIGN WITH BOTTOM OF FLOOR JOISTS (U.N.O.) 5. FOUNDATION DIMENSIONS TO 8" PORTION OF FOUNDATION WALL (U.N.O.) 6. ALL BASEMENT POURED CONCRETE WALLS TO BE 9'0" IN HEIGHT (U.N.O.) 7. ANCHOR BOLTS TO BE INSTALLED WITHIN 12" FROM EACH CORNER AND EVERY 6" O.C/ THERE AFTER CUSTOMER:PROJECT NAME:LOCATION:DRAWING TITLE: DRAWN BY:WedgewoodBuilding Co., LLC317.669.630032 First Street NECarmel, IN 46032www.wedgewoodbc.comCopyright c 2017 Wedgewood Building Co. LLC. 12/21/2020 6:32:51 PM S1Wedgewood Building Company, LLCLOT #232 BRIDGEMONT AT JACKSONS GRANTTHE SPEC RESIDENCE AT JACKSONS GRANTFOUNDATION PLAN ABL1/4" = 1'-0"1 FOUNDATION PLAN Rev.No. Date DescriptionBy Greg Cradick at 6:35 pm, Dec 21, 2020 01/20/21