HomeMy WebLinkAboutGN001 - 300JGW8"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 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:Wedgewood
Building Co., LLC
317.669.6300
32 First Street NE
Carmel, IN 46032
www.wedgewoodbc.com
Copyright c 2015 Wedgewood Building Co. LLC. 9/17/2019
1:11:06 PM
S2
The Beeler Residence
Lot #300 Westvale @ Jackson's Grant
1204 Westvale Drive, Carmel, Indiana 46032
FOUNDATION DETAILS WBCRev.No. Date Description 3/4" = 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.
09/23/19
Mike Sheeks