HomeMy WebLinkAbout0898.97.2NOTE: OFFSET FACE OF STUD 112"
FROM FACE OF FOUND. WALL
4" CONC. SLA 2'X4" TREATED PLATT /
B ON GRADE
W/ 6 MIL. VAPOR BARRIER
SLOPE 2u 2' TO DOOR *�
3/4' FLOOR DECKING
2 1X10" JOISTS
(2) RISER AT 7 3/4' EACH
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/AF2 CRAWL WALL AT GARAGE REAR
NOTE: OFFSET FACE OF STUD 112"
FROM FACE OF FOUND. WALL
2 "X4" TREATED
SILL PLATE
4" CONC. SLAB ON GRADE w
W/ 6 MIL. VAPOR BARRIER 4
TYPICAL FOUNDATION WALL:
K 8' CAP BLOCK
* (3) 8' LINE BLOCK
x SILL ANCHOR BOLTS @ 6' -0' O.C.
x 16'x8' CONCRETE FOOTING
5/8" DRYWALL (GAR.)
R =13 BATT INSULATION
W/ 2 MIL. VAPOR BARRIER
PROVIDE ANCHOR BOLTS AT 6' O.C.
4' CONC. SLAB
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VAPOR BARRIER
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TYPICAL FOUNDATION WALL:
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x SILL ANCHOR BOLTS @ 6' -0' O.C.
* 16'x8' CONCRETE FOOTING
OVERDIG GRADE
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SECTION AT GARAGE FOUNDATION WALL
AT SIDING LOCATIONS
3 -1/2' DIA.
ADJUSTABLE STEEL
COLUMN
METAL ANCHOR PLATE 4' MIN. GRAVEL FILL
4" CONCRETE SLAB ON GRADE
ON 6 MIL. VISOUEEN
W/ 6 MIL. VAPOR BARRIER VAPOR BARRIER
SEE FOUNDATION PLAN p V ° d
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W/ (2) 04 BARS CONT. ON
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112' DRYWALL (INT.)
2'X4' STUDS AT 16" O.C.
3 1/4" BASE
4" CONC. SLAB ON GRADE
W/ 6 MIL. VAPOR BARRIER OVER
21X 2' CONTINUOUS PERIMETER INSULATION
12' GRANULAR FILL
TYPICAL FOUNDATION WALL:
x 8" "L' BLOCK ON 8" C.M.U.
x 16 "x24" CONT. CONC. TRENCH
FOOTING ON VIRGIN SOIL OR
W/ (2) #4 BARS CONT. ON
CERTIFIED COMPACTED FILL W/
MIN. BEARING CAPACITY OF
2,000 P.S.F.
INTERIOR WALL AT GARAGE SLAB FOUNDATION
HORIZONTAL SIDING
3/4' INSULATION SHEATHING
R -13 BATT INSULATION
W/ 2 MIL. VAPOR BARRIER
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112' DRYWALL
2'X4' STUDS AT 16' O.C.
4' CONC. SLAB ON GRADE
W/ 6 MIL. VAPOR BARRIER
MIN. 4' GRAVEL BASE
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NOTE: OFFSET FACE OF STUD 112"
FROM FACE OF FOUND. WALL
2 "X4" STUDS AT 16' O.C.
112' DRYWALL
4' CONC. SLAB ON GRADE
W/ 6 MIL. VAPOR BARRIER OVER
21X 2' CONTINUOUS PERIMETER INSULATION
FIN. GRADE . °0 PROVIDE ANCHOR BOLTS AT 6' O.C.
00 °°
12" GRANULAR FILL
i p v ° p ° v c
v ° p ° TYPICAL FOUNDATION WALL:
vv
x 8' 'L' BLOCK ON 8' C.M.U.
c*u p d
x 16'0" CONT. CONC. TRENCH
° v °
FOOTING ON VIRGIN SOIL OR
W/ (2) #4 BARS CONT. ON
p CERTIFIED COMPACTED FILL W/
MIN. BEARING CAPACITY OF
i' -4'_ 2,000 P.S.F.
EXTERIOR WALL AT HOUSE SLAB FOUNDATION
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NOTE: OFFSET FACE OF STUD 112'
FROM FACE OF FOUND. WALL
112" EXT. SHEATHING
HORIZONTAL SIDING
PROVIDE ANCHOR BOLTS AT 6' O.C.
L J d FIN. GRADE VL
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00 00 00
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TYPICAL FOUNDATION WALL:
d !vv 8" CAP BLOCK ON 8C.M.U.
I ib'x24" CONT. CONC. TRENCH
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FOOTING ON VIRGIN SOIL OR
d W/ (2) #4 BARS CONT. ON
v v CERTIFIED COMPACTED FILL W/
MIN. BEARING CAPACITY OF
° p 2,000 P.S.F.
EXTERIOR WALL AT GARAGE SLAB FOUNDATION
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4' CONC. SLAB ON GRADE W/
THICKENED SLAB AT FRONT AND,
2% DOWNSLOPE TOWARDS FRONT
F---
2% SLOPE
GRANULAR FILL
1 -112' OVERHANG AT BLOCK
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FIN. GRADE
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TYPICAL FOUNDATION WALL:
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W/ (2) 04 BARS CONT. ON
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CERTIFIED COMPACTED FILL. W/
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MIN. BEARING CAPACITY OF
2, 000 P.S.F.
F16 EXTERIOR FOUNDATION AT CONC. PORCH OVERHANG
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HORIZONTAL SIDING
3/4' INSULATION SHEATHING
4' CONC. SLAB W /THICKENED EDGE
112' EXPANSION JOINT MATERIAL
11 112" GRANULAR FILL
NOTE: OFFSET FACE OF STUD 112
FROM FACE OF FOUND. WALL
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14 EXTERIOR WALL AT PORCH
AT SIDING LOCATIONS
112" DRYWALL
PROVIDE ANCHOR BOLTS AT 6' O.0
4' CONC. SLAB ON GRADE
W/ 6 MIL. VAPOR BARRIER OVER
2'X 2' CONTINUOUS PERIMETER INSULATION
12' GRANULAR FILL
TYPICAL FOUNDATION WALL:
x 8' ' L' BLOCK ON 8' C.M.U.
* 16'x24' CONT. CONC. TRENCH
FOOTING ON VIRGIN SOIL OR
W/ (2) #4 BARS CONT . ON
CERTIFIED COMPACTED FILL W/
MIN. BEARING CAPACITY OF
2,000 P.S.F.
112' DRYWALL i/2" DRYWALL
2'X4' AT 16' O.C.
4' CONC. THICKENED SLAB
3 1/4' BASE I W/ 6 MIL. VAPOR BARRIER
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12' GRANULAR FILL d 0 00 p V v o
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