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GN001 - 301JGW
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" FROMSOIL 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 FOOTINGDIMENSIONS TREATED SILL PLATE. BEARING WALL. SEE FRAMING PLAN. 4" CONCRETE SLAB ON GRADE 4" MIN. GRANULAR FILL ON 6 MIL VISQUEEN VAPOR BARRIER 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 CUSTOMER:PROJECT NAME:LOCATION:DRAWING TITLE: DRAWN BY:Copyright © 2020 Wedgewood Building Co. LLC. Wedgewood Building Co., LLC32 First Street NECarmel, IN 46032317.669.6300www.wedgewoodbc.com9/7/2021 3:31:55 PM S2The Farooqui ResidenceLot 301 Westvale @ Jackson's GrantWestvale Dr, Carmel, IN 46032FOUNDATION DETAILS WBC3/4" = 1'-0"1 TYPICAL FOUNDATION WALL AT HOUSE 3/4" = 1'-0"2 TYPICAL UNDER SLAB FOOTING 3/4" = 1'-0"3 TYPICAL FOUNDATION AT COLUMN GENERAL NOTES: 1. REFER TO COVER PAGE FOR SPANISH TRANSLATIONS = REFERIRSE A LA PORTADA DE LAS TRADUCCIONES AL ESPAÑOL.Rev.No. Date DescriptionBy Andrew Lund at 3:41 pm, Sep 07, 2021 09/27/21