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NOTE: OFFSET FACE OF STUD 112'
FROM FACE OF FOUND. WALL
21X4' TREATED PLATE
4' CONC. SLAB ON GRADE tz
W/ 6 MIL. VAPOR BARRIER
r --
SLOPE 2' TO DOOR L__
1
L d v , L , V , L
vv vv vv
00 00 00 , 00 00 o0
° 0° 0° 0° 0° °o
° ° ° ° ° °
0 0,
/ °
OO
00
6' -8° MIN. �� 0
GRANULAR FILL °0 e 0.
°
X ° d v t, d °
° v ° v ° t, ° a
°
3/4' FLOOR DECKING
2'Xi0' JOISTS
(2) RISER AT 7 3/4' EACH TYPICAL FOUNDATION WALL:
(1) 9' TREAD * 8' CAP BLOCK
x (3) 8' LINE BLOCK
PERIMETER INSULATION * SILL ANCHOR BOLTS @ 6' -0' O.C.
DOWN TO GRANULAR FILL * 16'x8' CONCRETE FOOTING
4' MIN. GRANULAR FILL
O° °0 OVER 6 MIL. VISOUEEN
i VAPOR BARRIER
CRAWL WALL AT GARAGE REAR
NOTE: OFFSET FACE OF STUD 112"
FROM FACE OF FOUND. WALL
25X4' TREATED
SILL PLATE
4' CONC. SLAB ON GRADE W
W/ 6 MIL. VAPOR BARRIER
V L V, L, P L V , L, L v
00 00 00 00 00
o° o° 0e 00
oe o°
° °
O°
o
6' -8" MIN.
GRANULAR FILL ; ° 00
V b, ° v v
n ° b. ° s
° v ° ° co
VV
1'-4'
det . estF28
TYPICAL FOUNDATION WALL:
* 8' CAP BLOCK
* (3) 8' LINE BLOCK
* SILL ANCHOR BOLTS @ 6' -0" O.C.
* 16'x8' CONCRETE FOOTING
I GRADE
SECTION AT GARAGE FOUNDATION WALL
AT SIDING LOCATIONS
1/2" DIA.
JUSTABLE STEEL
LUNN
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 ° ,
A D d v d v d v d v
FOR PAD DIMENSIONS 00 o0 00 'V ° s ° v 1, o ° s ° v 00 00 0
s ° n ° b. °
° v v ° ° n
vv vv
° ° e
° °
s s
x
� WIDTH.
z, TYPICAL FOUNDATION AT STEEL COLUMN
det . estF27
det.estF25
5/8' DRYWALL (GAR.)
R -13 BATT INSULATION
W/ 2 MIL. VAPOR BARRIER
PROVIDE ANCHOR BOLTS AT 6' O.C.
4' CONC. SLAB ° ° v
VV
, , , °
8' GRANULAR FILL d d o 0
o0 00 o0 o0 0 00
00 00 °0 °0 °0
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° ° ° v ° °
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d V L d ° d
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V
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 B" '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.
F19 INTERIOR WALL QT. GARAGE SLAB FOUNDATION
HORIZONTAL SIDING
3/4' INSULATION SHEATHING
R -13 BATT INSULATION
W/ 2 MIL. VAPOR BARRIER
zo
Z
o
Cu
112' DRYWALL
21X4' STUDS AT 16' O.C.
4' CONC. SLAB ON GRADE
W/ 6 MIL. VAPOR BARRIER
MIN. 4' GRAVEL BASE
cl-
Lu
0
N
NOTE: OFFSET FACE OF STUD 112"
FROM FACE OF FOUND. WALL
det.estFi9
112' DRYWALL
14' CONC. SLAB ON GRADE
W/ 6 MIL. VAPOR BARRIER OVER
FIN. GRADE ° 00 PROVIDE ANCHOR BOLTS AT 6' O.C.
Oe e
° °o° °o
12' GRANULAR FILL
n v c s ° v n
° ° e
VV TYPICAL FOUNDATION WALL:
8' 'L' BLOCK ON 8' C.M.U.
`„ A v a � ° v V 16'x24' CONT. CONC. TRENCH
° ° ° FOOTING ON VIRGIN SOIL OR
W/ (2) #4 BARS CONT. ON
CERTIFIED COMPACTED FILL W/
MIN. BEARING CAPACITY OF
V-41 2,000 P.S.F.
EXTERIOR WALL AT HOUSE SLAB FOUNDATION
det.estFiB
NOTE: OFFSET FACE OF STUD 112'
FROM FACE OF FOUND. WALL
112' EXT. SHEATHING
HORIZONTAL SIDING
PROVIDE ANCHOR BOLTS AT 6' O.C.
VL
� v L -IL I v
__4L , I
FIN. GRADE
0 a-
00 0, 00
0 00 00 °0
TYPICAL FOUNDATION WALL:
d s d 8" CAP BLOCK ON 8' C.M.U.
x 1610' CONT. CONC. TRENCH
VV FOOTING ON VIRGIN SOIL OR
°
d v ° W/ (2) #4 BARS CONT. ON
o s d s
CERTIFIED COMPACTED FILL W/
V ° MIN. BEARING CAPACITY OF
2,000 P.S.F.
V-41
EXTERIOR WALL AT GARAGE SLAB FOUNDATION
det.estF17
4' CONC. SLAB ON GRADE W/
v
iri
c:c
THICKENED SLAB AT FRONT AND
w
2% DOWNSLOPE TOWARDS FRONT
w
F-
-2% SLOPE
GRANULAR FILL
ac
°
° v , ,
v
I—
1 -112' OVERHANG AT BLOCK
a
z
°
a
0
oe oe
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FIN. GRADE
00 o0
o0 00 00
71
V
° °
, 0_- ° °
°
° ° ° ° °
TYPICAL FOUNDATION WALL:
8' CAP BLOCK
w
°
Vd °v °
ac
16 "x24" CONT. CONC. TRENCH
o
-�,
Iab
°
°
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°
° v
FOOTING ON VIRGIN SOIL OR
z
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°
°
W/ (2) #4 BARS CONT. ON
`a °��d�p
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CERTIFIED COMPACTED FILL W/
m
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° ' v
>
>
MIN. BEARING CAPACITY OF
Q
+
� 1
I
-4' -�k
w
�2, 000 P.S.F.
0
EXTERIOR
FOUNDATION
AT CONC.
PORCH OVERHANG,
F16
NOTE: OFFSET FACE OF STUD 112'
FROM FACE OF FOUND. WALL
HORIZONTAL SIDING
3/4' INSULATION SHEATHING
4' CONC. SLAB W /THICKENED EDGE
O
112' EXPANSION JOINT MATERIAL d d d ° d VL
o ° v v ° ° ° o
V
° e ° v e Oe
O ° V O O
V
OO 00 v ° 00 0,
11 1/2' GRANULAR FILL 0 00 00 0 00
v ° n
VV
° e
O °
1 n d vs L
d
Cu
°
° t, ° v °
VV
°
d v L d L
1,-4°
14 EXTERIOR WALL AT PORCH
AT SIDING LOCATIONS
112' DRYWALL
3 1/4' BASE
det.estF16
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.
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.
112' DRYWALL
2'X4' AT 16' O.C.
4' CONC. THICKENED SLAB
W/ 6 MIL. VAPOR BARRIER
� Z 1np Is 1 li �
12' GRANULAR FILL
00 0 0
OO° 00 00. o o
S 00 00 p 00 00 O
v a p a v
°0 00 00 00 00
�
W
":eF rzOt1D.
!PLAN
3 THICKEND SLAB AT BEARING WALL
det . estF3
det.estF14
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GATE:
5/B5/95