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HomeMy WebLinkAboutS003 - 11GO14' - 0" 53' - 8" 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 PORCH 4" CONC. SLAB OVER 4" MIN. GRANULAR FILL PORCH 8" 15' - 4" 15' - 4" 8" 8" 21' - 0" 16"x8" UNDERSLAB FOOTING 24' - 8" 22' - 8" 25' - 4" 2' - 0" 2' - 8" DROP TOP OF WALL 16' - 3" 5' - 9" 16' - 8" 55' - 8" SUMP EJECT 4" CONC. SLAB OVER 4" MIN. GRANULAR FILL GARAGE 24' - 4" 8" 4' - 4" 32' - 0" 10' - 0" 17' 8" 4' - 0" - 4" 2' - 0" 5' - 8" 16' - 8" 14' - 8" DROP TOP OF WALL 2' - 9" 9' - 3" 67' - 8" 9' BASEMENT WALLS 16"x8" UNDERSLAB FOOTING 1' - 0" 52' - 4" 13' - 4" 8" 52' - 4" 16"x8" UNDERSLAB FOOTING 30' - 8" 2' - 0" 8" 5' - 4" 8" 8' - 3 3/4" 3' - 9 3/4" 3' - 9 1/4" 6' - 8 1/4" 7' - 5 1/2" 12' - 3 1/2" 13' - 0" 8' - 9 3/4" 5' - 6" 13' - 0" 21' - 0" 8' - 0" 8" 8" 52' - 4" AREA DRAIN 36"x36"x12" FOOTING 2' - 4" 16' - 0" 8" 2' - 0" 6' - 8" 2' - 4" 8" 3' - 2" 6' - 0" 8" 1' - 4" 8" 6' - 0" 1' - 4" PILASTERS FOR STEPS ABOVE 14' - 4" 18' - 4" 21' - 0" 3' - 0 1/4" 6' - 4" 18' - 4" 7" 3' - 1" 3' - 3 1/8" 4' - 7" 6 1/2" 5' - 0 1/2" 11' - 7 1/2" 24' - 7" 5' - 0" DROP T.O.W. 4' - 8" 4' - 0" 8" 8" 7' - 4" DROP T.O.W. 4' - 8" 8' - 4" AREA DRAIN 36"x36"x12" FOOTING 36"x36"x12" FOOTING 36"x36"x12" FOOTING 13' - 4" 9' - 2" 6' - 3" 15' - 3 1/4" 10' - 8 1/2" 4' - 2 1/2" 11' - 9 1/2" 4' - 1 1/4" 9' - 10 3/4" 6' - 8 1/4" 5' - 3 1/4" 11' - 0" 13' - 5 3/4" 2' - 2 7/8" 23' - 4 1/4" 18' - 3 1/2" 1' - 6 1/4" 5' - 4" 15' - 8" 7' - 6 1/2" 3' - 10 1/4" 3' - 7 1/4" 5' - 2 1/4" 10' - 11 3/4" 2" 1' - 8" 76' - 4" 67' - 8" 7' - 8" 76' - 4" FOUNDATION NOTES: 1. ALL FOUNDATION WALLS TO BE 8" THICK UNLESS NOTED 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: Wedgewood Building Co., LLC 317.669.6300 32 First Street NE Carmel, IN 46032 www.wedgewoodbc.com Copyright c 2 015 Wedgewood Building Co. LLC. 11/1/2018 2:06:16 PM S1 The Fecht Residence Lot 11- Gray Oaks FOUNDATION PLAN 1/4" = 1'-0" 1 FOUNDATION PLAN Rev. No. Date Description 11/15/18 Mike Sheeks