HomeMy WebLinkAbout0515.95.2NOTE: OFFSET FACE OF STUD 112'
FROM FACE OF FOUND. WALL
3/4' FLOOR DECKING
2'X4" TREATED PLATE 2'X!05 JOISTS
4" CONC. SLAB ON GRADE All
W/ 6 MIL. VAPOR BARRIER
SLOPE 2" TO DOOR �_�
(2) RISER AT 7 3/4' EACH
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NOTE: OFFSET FACE OF STUD 112"
FROM FACE OF FOUND. WALL
21X4" TREATED
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4" CONC. SLAB ON GRADEI CIO
W/ 6 MIL. VAPOR BARRIER
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TYPICAL FOUNDATION WALL:
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x (3) 8' LINE BLOCK
* SILL ANCHOR BOLTS @ 6' -0" O.C.
* 16'x8' CONCRETE FOOTING
OVERDIG
GRADE
2627\_SECTION AT GARAGE FOUNDATION WALL
AT SIDING LOCATIONS
3 -1/2' DIA.
ADJUSTABLE STEEL
COLUMN
METAL ANCHOR PLATE q' MIN. GRAVEL FILL
4' CONCRETE SLAB ON GRADE ON 6 NIL. VISUUEEN
N/ 6 MIL. VAPOR BARRIER VAPOR BARRIER
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TYPICAL FOUNDATION AT STEEL COLUMN
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1' -4"
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.
�* 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
NOTE: OFFSET FACE OF STUD 1125
HORIZONTAL SIDING FROM FACE OF FOUND. WALL
3/4' INSULATION SHEATHING
R -13 BATT INSULATION
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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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2 "X4' STUDS AT 16' O.C.
112' DRYWALL
4' CONC. SLAB ON GRADE
W/ 6 MIL. VAPOR BARRIER OVER
PROVIDE ANCHOR BOLTS AT 6' O.C.
12" GRANULAR FILL
8" "L" BLOCK ON 8' C.M.U.
d °v °� a vd° 16 "x24' CONT. CONC. TRENCH
FOOTING ON VIRGIN SOIL OR
I v v ° a
° W/ (2) #4 BARS CONT. ON
CERTIFIED COMPACTED FILL W/
MIN. BEARING CAPACITY OF
V-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.
L J d VL a FIN. GRADE
7 V L 7 V
00 00 o0
0 00 00 00 TYPICAL FOUNDATION WALL:
* 8' CAP BLOCK ON 8' C.M.U.
x 16' x24' CONT. CONC. TRENCH
vv FOOTING ON VIRGIN SOIL OR
V ' d ° W/ (2) #4 BARS CONT. ON
CERTIFIED COMPACTED FILL W/
a v, v a s MIN. BEARING CAPACITY OF
2,000 P.S.F.
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EXTERIOR WALL AT GARAGE SLAB FOUNDATION
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1
4' CONC. SLAB ON GRADE W/I
THICKENED SLAB AT FRONT AND
2% DOWNSLOPE TOWARDS FRONT
2% SLOPE GRANULAR FILL
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1 -112" OVERHANG AT BLOCK a
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FIN. GRADE °° °° °0 °° °°
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° ° ° ° ° ° ° ° ° TYPICAL FOUNDATION WALL:
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_ ° ° a i6 "x24' CONT. CONC. TRENCH
C, j �� p o a a o FOOTING ON VIRGIN 50IL OR
W/ (2) #4 BARS CONT. ON
I� v° d ° d �° CERTIFIED COMPACTED FILL W/
e° a v °v
° m v MIN. BEARING CAPACITY OF
1'4' 1 2,000 P.S.F.
YMINEXTERIOR FOUNDATION AT CONC. PORCH OVERHANG
HORIZONTAL SIDING
3/4' INSULATION SHEATHING
NOTE: OFFSET FACE OF STUD 112'
FROM FACE OF FOUND. WALL
4' CONC. SLAB W /THICKENED EDGE
of
112' EXPANSION JOINT MATERIAL ° d ° d o t' s ° d v
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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.0
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.
* 1610' 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
214' AT 16" O.C.
4' CONC. THICKENED SLAB
W/ 6 MIL. VAPOR BARRIER
A V a a a a 12' GRANULAR FILL
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3' -0''
THICKEND SLAB AT BEARING WALL
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