HomeMy WebLinkAbout1435.97.2NOTE: OFFSET FACE OF STUD 112'
FROM FACE OF FOUND. WALL
21X4' TREATED PLATE
4° CONC. SLAB ON GRADE a
W/ 6 MIL. VAPOR BARRIER
SLOPE 2' TO DOOR L —
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3/4' FLOOR DECKING
2'XIO' JOISTS
(2) RISER AT 7 3/4' EACH TYPICAL FOUNDATION WALL:
(i) 9' TREAD * 8' CAP BLOCK
* (3) 8' LINE BLOCK
PERIMETER INSULATION x SILL ANCHOR BOLTS @ 6' -0' O.C.
DOWN TO GRANULAR FILL 16'x8' CONCRETE FOOTING
4' MIN. GRANULAR FILL
° 00 OVER 6 MIL. VISOUEEN
i VAPOR BARRIER
CRAWL WALL AT GARAGE REAR
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NOTE: OFFSET FACE OF STUD 112'
FROM FACE OF FOUND. WALL
TYPICAL FOUNDATION WALL:
2'X4' TREATED * 8' CAP BLOCK
SILL PLATE * (3) 8' LINE BLOCK
* SILL ANCHOR BOLTS @ 6'-0' O.C.
* 16'x8' CONCRETE FOOTING
4' CONC. SLAB ON GRADE w
W/ 6 MIL. VAPOR BARRIER a
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 GRADEJ ON 6 MIL. VISOUEEN
W/ 6 MIL. VAPOR BARRIERI VAPOR BARRIER
SEE FOUNDATION PLAN e e e a � ,
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TYPICAL FOUNDATION AT STEEL COLUMN
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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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8' GRANULAR FILL FO.- d 00
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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:
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.
IfJTERIOR WALL AT GARAGE SLAB FOUNDATION
NOTE: OFFSET FACE OF STUD 112'
HORIZONTAL SIDING FROM FACE OF FOUND. WALL
3/4' INSULATION SHEATHING
R -13 BATT INSULATION
W/ 2 MIL. VAPOR BARRIER
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112' DRYWALL
214' STUDS AT 16' O.C.
4' CONC. SLAB ON GRADE
W/ 6 MIL. VAPOR BARRIER
MIN. 4' GRAVEL BASE
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214' STUDS AT 16' O.C.
112' DRYWALL
4' CONC. SLAB ON GRADE
W/ 6 MIL. VAPOR BARRIER OVER
21X 2' CONTINUOUS PERIMETER INSULATION
PROVIDE ANCHOR BOLTS AT 6' O.C.
12' GRANULAR FILL
TYPICAL FOUPAATION WALL:
I L * 8' 'L' BLOCK ON 8' C.M.U.
* 1610' CONT. CONC. TRENCH
FOOTING ON VIA6IN SOIL OR
ry
N/ (2) ►4 BRAS CONT. ON
CERTIFIED COMPACTED FILL M/
MIN. BEARING CAPACITY OF
1'-4' 2,000 P.S.F.
EXTERIOR WALL AT HOUSE SLAB FOUNDATION
NOTE: OFFSET FACE OF STUD 112'
FROM FACE OF FOUND. WALL
112' EXT. SHEATHING
HORIZONTAL SIDING
PROVIDE ANCHOR BOLTS AT 6' O.C.
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- LF - FIN. GRADE
o; oe o;
oe oe oe TYPICAL FOUNDATION MALL:
* 8' CAP BLOCK ON 8' C.M.U.
� 16'x24' CONT. CONC. TRENCH
FOOTING ON VIRGIN SOIL OR
M/ (2) t4 BRAS CONT. ON
CERTIFIED COMPACTED FILL M/
NIN. BEARING CAPACITY OF
VV
2,000 P.S.F.
EXTERIOR WALL AT GARAGE SLAB FOUNDATION
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4' CONC. SLAB ON GRADE W/
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THICKENED SLAB AT FRONT AND
2% DOWNSLOPE TOWARDS FRONT
�—
2% SLOPE
GRANULAR FILL
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MIN. BEARING CAPACITY OF
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F16 EXTERIOR
FOUNDATION
AT CONC.
PORCH OVERHANG
HORIZONTAL SIDING
3/4' INSULATION SHEATHING
4' CONC. SLAB W /THICKENED EDGE
112' EXPANSION JOINT MATERIAL
11 1/2' GRANULAR FILL
NOTE: OFFSET FACE OF STUD 112'
FROM FACE OF FOUND. WALL
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EXTERIOR WALL AT PORCH
AT SIDING LOCATIONS
112' DRYWALL
3 1/4' BASE
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112' DRYWALL
PROVIDE ANCHOR BOLTS AT 6' O.C.
4' CONC. SLAB ON GRADE
W/ 6 MIL. VAPOR BARRIER OVER
2'X 2' CONTINUOUS PERIMETER INSULATION
12' GRANULAR FILL
TYPICAL FOUNDATION WALL:
* 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' [PYWALL
21X4' AT 16' O.C.
4' CONC. THICKENED SLAB
W/ 6 MIL. VAPOR BARRIER
a s a s a a 12' GRANULAR FILL
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