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S001 - 294JGW
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 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 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 BARRIER2' - 0"1' - 8" 12' - 0" 18' - 0" 22' - 0" 9' - 8" 26' - 8" 11' - 4" 10' - 8"8' - 8"3' - 6"8" 11' - 2" 5' - 6" 6' - 8"35' - 8" 8' - 8" 6' - 0" 26' - 4" 10' - 4" 2' - 8"2' - 4 1/2" DROP T.O.W. AT DOOR 9' - 3" 1' - 6"DROP T.O.W. AT DOOR 9' - 3" 1' - 6"DROP T.O.W. AT DOOR 9' - 3" 5' - 8" DROP T.O.W.3' - 6"1' - 0 1/2" 8" 4' - 0" 1' - 8" 20' - 0" 6' - 0" 8' - 8" 6' - 0" 37' - 8" 10' - 0"36' - 8" 5' - 0" 13' - 4" 11' - 8" 1' - 8" 10' - 0" 8' - 8" 2' - 8"1' - 8"1' - 0" 7' - 6" 6' - 0" 6' - 6" GARAGE 4" CONC. SLAB OVER 4" MIN. GRANULAR FILL BASEMENT 4" CONC. SLAB OVER 6 MIL. VAPOR BARRIER OVER 4" MIN. GRANULAR FILL 2" SLOPE TO DOOR PORCH 4" CONC. SLAB OVER 4" MIN. GRANULAR FILL 10' BASEMENT WALLS PORCH 4" CONC. SLAB OVER 4" MIN. GRANULAR FILL 1' - 4"2' - 0" 8" 6' - 0" 8" 2' - 0" 3' - 4" 8" 4' - 0" 8" 2' - 0" CONCRETE PILASTER BELOW STEPS 1' - 4"1' - 4"2' - 0" 8" 2' - 4" 8" 3' - 0"8' - 3"8" 1' - 8" 29' - 1" 18' - 0 1/2" 25' - 0"13' - 7 1/4"8" 14' - 9"6' - 0"2' - 8 3/4"4" RECESSED PIT AT SUMP SUMP EJECT 4" 8" 4" 1' - 4"89' - 8"90' - 0" 90' - 0"43' - 4"8"89' - 8"3' - 0"4' - 11 3/4"12' - 7"10' - 10 3/4" 3' - 0" 3' - 0 1/4" 8" 2' - 0" 3' - 0" 5' - 3 1/2" 3' - 0" 9' - 4 1/2" 3' - 0" 2' - 7 3/4" 10" 17' - 2 1/4" 3' - 8" 11' - 6" 1' - 4" 5' - 11 1/2" 1' - 4" 15' - 10 1/4" 8"9' - 3 3/4" 4' - 0" 1' - 3"3' - 8" 9' - 9 1/2" 3' - 0" 9' - 1 3/4" 10"2' - 11 3/4" 3' - 0" 9' - 3" 3' - 0" 11' - 7 1/4" 10"5' - 1 3/4"8' - 0"6' - 1 1/4"2' - 10"4' - 7 3/4"3' - 0" 1' - 9 1/2" 3' - 0" 7' - 3 3/4" 1' - 4 1/4"5' - 9" 3' - 0" 4' - 7 1/4" 4' - 7" 5' - 10 1/2" 10" 17' - 0" 10" 1' - 8" 10"3' - 0" 3' - 4 1/4" 8" 13' - 3 3/4" 3' - 0" 11' - 0" 3' - 0" 8" 1' - 3 3/4" 3' - 0" 3' - 0" 15' - 3 1/2" 4' - 2"3' - 0"5' - 0 1/4" 8" 8' - 8" 34' - 4" 8" 3' - 0" 11' - 7 3/4" 1' - 4 1/4"4' - 10 1/2" 5' - 10 1/2"3' - 10 1/2" 1' - 4" 2' - 8" 1' - 2 1/2"8" 8' - 0" 8" 4' - 9 1/2" 6' - 3 1/2"8" 10' - 8" 8"8"8" 8"8"8"8"10" 10" 10"10" 10"10" 8" 19' - 4" 10" 19' - 0" 10"8"8"8" 15' - 4" 10' - 0" 8" 25' - 4"43' - 0"4' - 1 3/4"DROP T.O.W.3' - 6" 1' - 0 1/4"1' - 0" 8" 8" 8"8"16" x 8" CONCRETE UNDERSLAB FOOTING 16" x 8" CONCRETE UNDERSLAB FOOTING 16" x 8" CONCRETE UNDERSLAB FOOTING 16" x 8" CONCRETE UNDERSLAB FOOTING 36" x 36" x 12" CONCRETE FOOTING 36" x 36" x 12" CONCRETE FOOTING 36" x 48" x 12" CONCRETE FOOTING 44" x 44" x 12" CONCRETE FOOTING 36" x 36" x 12" CONCRETE FOOTING 16" WIDE RETAINING WALL - BRICK LEDGE ALL SIDES 36" x 36" x 12" CONCRETE FOOTING 18' - 8"16" x 8" CONCRETE UNDERSLAB FOOTING 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 2015 Wedgewood Building Co. LLC. 11/13/2019 2:43:55 PM S1 The Meier Residence Lot #294 - Westvale at Jackson' s Grant 1157 Westvale Drive, Carmel, Indiana 46032FOUNDATION PLAN ABL 3/4" = 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. 1/4" = 1'-0"1 0 - FOUNDATION PLAN Rev.No. Date DescriptionApproved For Construction Owner Signature: ____________________ Date: _________ Owner Signature: ____________________ Date: _________ Architect Signature: ____________________ Date: _________ Wedgewood Building Co. ,LLC 12/03/19 Mike Sheeks