SHOP4824-A6DB CONCRETE - Medeek
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48'-0" 24'-0" 2'-11 1/2" 3'-5" 2'-3 1/2" 12'-3" 3'-1" 24'-0" 24'-0" 1'-6" 7'-6" 4'-0" 8'-0" 0'-5" 0'-6" 6'-0" 8'-0" 4040 x0 8" CONC. STEMWALL 20"x10" FTg. 10" CONC. BASEMent WALL 22"x12" FTg. 8" CONC. RETAINING WALL 20"x10" FTg. 3068 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% BASEMENT GARAGE DOWN 10" for DR. BLOCK-OUT FOUND 48"x48"x4" CONCRETE LanDING W/ DRAIN DOWN 10" FOR NoTCH BLOCK-OuT FoUND 2 PLACES on CL C L C L C L C L 4" CONCRETE SLAB SLOPE AS REQUIRED W/ DRAIN 4" CONCRETE SLAB ON GRADE SLOPE AS REQUIRED EMBEDDED HOLDOWNS 6X SST STHD14 SEE BRACED WALL PANEL DETAILS EMBEDDED HOLDOWNS 4X SST STHD14RJ 2 3 48"x48"x4" CONCRETE LanDING FURN WH F.D. F.D. FT2 FT1 FT2 FT1 FT1 FT2 FT2 3 3 3'-0" 8'-10" 2'-5 3/4" 1'-0" 0'-10" 0'-10" FT1 FT2 FT2 1'-6 1/2" 4'-2 1/2" 3'-1" 1'-6 1/2" 4'-2 1/2" 2'-6" 2'-6" 7'-3 1/2" 3'-4 7/8" 10" min 7 1/2" MAX TOP of LANDING ON GRADE 1 3 4 3 5-1/4" x 11-1/4" PsL Girder 1'-8" 10" 1'-6" (MIN.) 6" (MIN.) 8" 6" 4"DIA Rigid PerF. PVC Footing Drain PIPE MIN. 2% Slope to daylight 95% COMPACTED BACK Fill 4" Gravel BASE AS Required 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 #4 VERT. DOWELS @ 24" O/C 1 STEMwall Detail 1'-10" 1' 1'-6" (MIN.) 6" (MIN.) 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 2' 1'-4" 5-1/2" 11-1/4" 1/2" exp. Joint material 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 1'-8" 10" 1'-6" (MIN.) 8" 6" 4"DIA Rigid PerF. PVC Footing Drain PIPE MIN. 2% Slope to daylight 95% COMPACTED BACK Fill 4" Gravel BASE AS Required 4" CONCRETE SLAB REINF. AS REQUIRED GARAGE DOOR 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. 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" Gravel BASE AS Required 4 Door Stemwall Detail FOOTING & Foundation Plan Right Side Elevation scale: 1/4"=1'-0" Rear Elevation scale: 1/4"=1'-0" 1 9 2 9 3 9 FOOTING & Foundation NOTES: PLace REINFORCING STEEL 4" to 5" from inside face of wall 1. PlACE (2) #4 REBARS 3" FROM the top and bottom of Found. Walls 2. Place (2) #4 REBARS Around all openings in FounD. Walls 3. 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 Bucks 7. 5-1/4" x 11-1/4" x 23' 1-1/2" PSL girder w/ Steel shims 8. 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" 9' found hgt. (Pour @ 8'-10") PRINTED: 5/13/2012 LAST SAVED BY: Administrator DRAWING PATH: U:\DATA\drawing library\STUDIO\ CREATED:Wednesday, December 28, 2011 3:49:52 PM THIRD ANGLE PROJECTION MEDEEK DESIGN 1:48 SHOP4824-A6DB 4423 143rd PL SW, LYNNWOOD, WA 98087 ph (425) 381-1501 cell (425) 741-5555 Inc. 18 STUDIO_CONCRETE STUDIO_CONCRETE ALL INFORMATION CONTAINED IN THIS DRAWING IS PROPRIETARY TO, AND SHALL BE USEDOR DISTRIBUTED ONLY WITH THE WRITTEN PERMISSION OF, MEDEEK DESIGN INC. PRINTED COPIES OF THIS DOCUMENT ARE FOR REFERENCE ONLY. Basement and Foundation Plan NPW DESIGN.MEDEEK.COM DESIGNED BY: DATE: SHEET OF PLAN NO. SHEET CONTENTS: CUSTOMER: LOCATION: REVISION HISTORY: 3 SCALE REVISION: 10/25/2011 A.1
Transcript of SHOP4824-A6DB CONCRETE - Medeek
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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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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