SHOP4824-A6DB_CONCRETE10" CONC. BASEMent WALL 22"x12" FTg.
8" CONC. RETAINING WALL 20"x10" FTg.
30 68
24"x24"X16" FTg. W/ 3-#4-Bars Ea. Way 6x6 Post w/ SST Cc66 @ Top SST CB66 @ BASE
1/2" x 10" ANCHOR BOLTS 7" EMBEDMENT @ 6' O/C Max. W/ 2"x2"x3/16" WASHERS Min. 12" from wall ENDS and Corners
COMPACT Fill 95%
48"x48"x4" CONCRETE LanDING W/ DRAIN
DOWN 10" FOR NoTCH BLOCK-OuT FoUND 2 PLACES on CL
CLCLCLCL
EMBEDDED HOLDOWNS 6X SST STHD14 SEE BRACED WALL PANEL DETAILS
EMBEDDED HOLDOWNS 4X SST STHD14RJ
2 3
1 3
4 3
1'-8"
10"
8"
6"
4"DIA Rigid PerF. PVC Footing Drain PIPE MIN. 2% Slope to daylight
95% COMPACTED BACK Fill
4" CONCRETE SLAB REINF. AS REQUIRED
2X6 PRESSURE TREATED BOTTOM PLATE
1/2" DIA X 10" ANCHOR BOLTS W/ 2"X2"x3/16" WASHERS @ Max. 6FT o/C Spacing
6 MIL POLYethylene Vapor Barrier
3/4" WASHED DRAIN GRAVEL W/ Filter Fabric
Conc. FTG per PLAN W/ (2)-#4 CONT. HORIZ REBARS
Waterproofing to grade
Conc. Stemwall per plan w/ (3)-#4 Cont. Horiz REBARS w/ #4 VERT. REBAR @ 24" O/c
COMPACTED BACK Fill
1 STEMwall Detail
10"
8'-10"
4"DIA Rigid PerF. PVC Footing Drain PIPE MIN. 2% Slope to daylight
1/2" exp. Joint material
4" Gravel BASE AS Required
4" CONCRETE SLAB REINF. AS REQUIRED SCore slab with control joints @ 200 SQFT Max
2X8 PRESSURE TREATED BOTTOM PLATE
1/2" DIA X 10" ANCHOR BOLTS W/ 2"X2"x3/16" WASHERS @ Max. 6FT o/C Spacing
6 MIL POLYethylene Vapor Barrier
3/4" WASHED DRAIN GRAVEL W/ Filter Fabric
Conc. FTG per PLAN W/ (2)-#4 CONT. HORIZ REBARS
Waterproofing to grade
Conc. BASEMENT WALL per plan w/ (6)-#4 Cont. Horiz REBARS w/ #4 VERT. REBAR @ 24" O/c
COMPACTED BACK Fill
#4 VERT. DOWELS @ 24" O/C
Note: Basement floor or bracing must be installed prior to backfilling
2 basement wall Detail
4" Gravel BASE AS Required
4" CONCRETE SLAB REINF. AS REQUIRED SCore slab with control joints @ 200 SQFT Max
6 MIL POLYethylene Vapor Barrier
Conc. 24" x 24" x 16" FTG W/ (3)-#4 Bars EA. Way
Simpson Strong-Tie Column Cap (cc66) use 5/8" x 6-1/2" Machine Bolts
5-1/4" x 11-1/4" PSL Girder
95% COMPACTED BACK Fill
6X6 pressure Treated PoST (Height to suit)
Simpson strong-Tie Column Base (CB66) USE 5/8" x 6-1/2" Machine Bolts
3 Girder Post Detail
8"
6"
4"DIA Rigid PerF. PVC Footing Drain PIPE MIN. 2% Slope to daylight
95% COMPACTED BACK Fill
4" CONCRETE SLAB REINF. AS REQUIRED
GARAGE DOOR
3/4" WASHED DRAIN GRAVEL W/ Filter Fabric
Conc. FTG per PLAN W/ (2)-#4 CONT. HORIZ REBARS
Waterproofing to grade
Conc. Stemwall per plan w/ (3)-#4 Cont. Horiz REBARS w/ #4 VERT. stab out REBAR @ 24" O/c, bent into driveway
95% COMPACTED BACK Fill
#4 VERT. DOWELS @ 24" O/C
4" CONC. Driveway SLAB REINF. AS REQUIRED min. 2% grade control joints @ 10' max.
1/2" Exp. Joint Material
4 Door Stemwall Detail
FOOTING & Foundation NOTES:
PLace REINFORCING STEEL 4" to 5" from inside face of wall1. PlACE (2) #4 REBARS 3" FROM the top and bottom of Found. Walls2. Place (2) #4 REBARS Around all openings in FounD. Walls3. 3'x8" Found. w/ #4 REBAR @ 24" O/C VERT., (3) #4 BARS Horiz.4. 9'x10" FOUND. W/ #4 REBAR @ 24" O/C VERT., (6) #4 BARS HORIZ.5. 1/2"x10" ANCHOR BOLTS @ 6' o/c Max.6. USE STEEl WINDOW (4040) and Door Bucks7. 5-1/4" x 11-1/4" x 23' 1-1/2" PSL girder w/ Steel shims8.
FT1
FT2
22x12 conc. FTG. w/ 2-#4 REBARS CONT. in FTG.
20x10 CONC. FTG. w/2-#4 REBARS CONT. in FTG.
scale: 1/4"=1'-0"
PRINTED: 5/13/2012 LAST SAVED BY: Administrator
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