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S001 - 23GO
19' - 8" 19' - 6 1/4" 21' - 0" 18' - 4" 14' - 4" 14' - 0" 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" 21' - 0"8" 16"x8" UNDERSLAB FOOTING TIMBER RETAINING AS REQUIRED AREA DRAIN 22' - 4" 22' - 8" 25' - 4" 2' - 0"3' - 8" DROP TOP OF WALL16' - 3" 2' - 5"8' - 0"20' - 4" 19' - 4" 16' - 0" 2' - 0" 6' - 8" SUMP EJECT 4" CONC. SLAB OVER 4" MIN. GRANULAR FILL GARAGE 22' - 0" 8"4' - 4" 32' - 0" 10' - 0"8"17' - 4"4' - 0" 16' - 8" 14' - 8" 22' - 4" 2' - 0" DROP TOP OF WALL 9' - 3" 2' - 9" 67' - 8" 9' BASEMENT WALLS 36"x36"x12" FOOTING16"x8" UNDERSLAB FOOTING 12' - 8" 12' - 3 1/2"9' - 3 5/8" 1' - 1 5/8" 7' - 9" 21' - 10 1/4"7' - 11 1/2" 2' - 9 1/2" 5' - 8 1/4" 4' - 0"13' - 3 1/4" 4' - 7 1/2" 31' - 2 1/4" 21' - 1 3/4" 8" 13' - 4"10' - 0"2' - 9" 1' - 0 1/4"6' - 1 1/2" 16"x8" UNDERSLAB FOOTING 36"x36"x12" FOOTING 12" PORCH FOUNDATION WALL w/BRICK LEDGE 18' - 4" 12' - 4"8" 9' - 0" 8" 5' - 8" 8"2 1/4"2' - 0"8"3 3/4"5' - 6"8' - 9 3/4" 6MIL VAPOR BARRIER OVER 4" MIN. GRANULAR FILL CRAWL 4' - 0" DROP T.O.W. 4' - 0" 7' - 5 3/4" 3' - 6 1/4" CRAWL SPACE ACCESS OPENING 13' - 0"9' - 8"8" 8"8 1/4"16"x8" UNDERSLAB FOOTING 10' - 8" 5' - 1 1/4" 4' - 3 3/4" 2' - 7" 7' - 9 3/4" 21' - 10 1/4" 2' - 0 1/4" 3' - 8 1/4" 3' - 4 3/4" 7' - 4"19' - 9" 1' - 11 1/2"9' - 1 5/8" 5' - 6 1/8" 10' - 8 1/4"1 3/4" 2 1/4" 36"x36"x12" FOOTING 36"x36"x12" FOOTING 2' - 4"16' - 0" 8" 2' - 0" 6' - 8" 2' - 4" 1' - 0"8"3' - 2" 6' - 0"8" 1' - 4" 8" 6' - 0" 1' - 4"PILASTERS FOR STEPS ABOVE 36" x 36" x 12" FOOTING 6' - 5 1/4" 9 3/4" 3' - 9 3/4" 12' - 5 3/4" 1' - 1" 3' - 4"16' - 4" 4' - 0" 12' - 8"16' - 4"67' - 8"72' - 4"72' - 4"1' - 0" 16' - 0" 2' - 4" 8"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 (SEE PLAN 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 WALL REINFORCING *LOOP WIRE REINFORCING 5'- 0". 2'- 0".LOWER LEVEL MAIN LEVEL DEPTHWIDTH 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 VISQUEEN VAPOR BARRIER DEPTH WIDTH 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 BARRIER 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 2019 Wedgewood Building Co. LLC. 6/14/2019 10:39:30 AM S1 Wedgewood Building Company Lot 23 Gray Oaks - Spec 4702 Wellswood Bend, Carmel, IN 46033 FOUNDATION PLAN ABL 1/4" = 1'-0"1 FOUNDATION PLAN Rev.No. Date Description 3/4" = 1'-0"2 TYPICAL FOUNDATION WALL AT HOUSE 3/4" = 1'-0"3 TYPICAL FOUNDATION AT COLUMN 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. By Andrew Lund at 10:41 am, Jun 14, 2019 06/27/19 Mike Sheeks