HomeMy WebLinkAbout0344.97.5NOTE: OFFSET FACE OF STUD t7
FROM FACE OF FOUND. WALL 2x4 STUDS AT 16'
R -13 BATT INSULATION I I 4'_G SLAB ON GRADE
Wi 2 MIL VAPOR BARRIER I WI6 MIL VAPOR BARRIER OVER
h 7X'2' CONTINUOUS PERIMETER INSULATION
AR GRADE d z ANCHOR BOLTS AT 6 O.C.
17 GRANULAR FILL
—TYPICAL FOUNDATION WALL
z,
'8-L' BLOCK ON 8' C.M.U.
1214' CONT. CONC. TRENCH
FOOTING ON VIRGIN SOIL OR
y WI (2) 44 BARS CONT, ON
CERTIFIED COMPACTED FILL WI
MIN. BEARING CAPACITY OF
2,000 P.S.F.
FOUNDATION WALL at HOUSE - SIDING
ONE -STORY SLAB FOUNDATIONS det.estF4
NOTE OFFSET FACE OF STUD 12'
FROM FACE OF FOUND. WALL
12' DRYWALL
BRICK VENEER
FN. GRADE
f
4' CONC SLAB ON (SHADE
•, . , - •, .
GRANULAR ALL
2X4 STUDS AT 16' O.C.
WI2MLVAPOR BARRIER i
I—
3114'BASE
ANCHOR BOLTS AT c O.C. A c !
ANSH GRADE
ICAL FOUNDATION WALL
' 8' CAP BLOC✓< ON 12' CAP BLOCK
GRANULAR ALL
Wl6 ML VPAOR BARBER OVER
' 12'x24' CONT. CONIC. TRENCH
N
ITYPICAL FOUNDATION WALL
FOOTING ON VIRGIN SOIL OR
,
8' GRANULAR FILL o, ; e ,e ; `, ° °_ .�
°°
17 GRANULAR FILL
WI
(2) 14 BARS CONT, ON
TYPICAL FOUNDATION WALL
8-L' BLOCK ON8'C.M.U.
CERTIFIED
COMPACTED FILL WI
It
N
MIN. BEARING CAPACITY OF
WI (2) IE BARS CONE.
CERTIFIED COMPACTED FI FILLWI
2,000 P.S.F.
FOOTING ON VIRGIN SOIL OR
WI (2) 44 BARS CONT, ON
17x24 CONC. FOOTING
FOUNDATION WALL at GARAGE - BRICK
ONE -STORY SLAB FOUNDATIONS
detestF10
518' DRYWALL GAR
-- 2% SLOPE
u4 un i VIMLL m i
R -13 GATT NSUTATKNJ
� O_
2X4 STUDS AT 16' O.C.
WI2MLVAPOR BARRIER i
I—
3114'BASE
ANCHOR BOLTS AT c O.C. A c !
ANSH GRADE
4' CONC SLAB ON GRADE
GRANULAR ALL
Wl6 ML VPAOR BARBER OVER
Wl6 ML VAPOR BARRIER OVER
4' CONIC. SLAB
ITYPICAL FOUNDATION WALL
2'x'2' CON'1N000S PERIMETER INS
,
8' GRANULAR FILL o, ; e ,e ; `, ° °_ .�
°°
17 GRANULAR FILL
I
°' °
TYPICAL FOUNDATION WALL
8-L' BLOCK ON8'C.M.U.
' 8"L: BLOCK ON 8' C.M.U.
It
N
' 17X24' CONT. CONC. TRENCH
WI (2) IE BARS CONE.
CERTIFIED COMPACTED FI FILLWI
I, 1 A� f F 1' -0' i
FOOTING ON VIRGIN SOIL OR
WI (2) 44 BARS CONT, ON
17x24 CONC. FOOTING
CERTIFIED COMPACTED FILL WI
'
MIN. BEARING CAPACITY OF
2,000 P.S.F.
5 FOUNDATION WALL at GARAGE REAR
ONE -STORY SLAB FOUNDATI ONS detestF5
314' RIGID INSULATION
4' CONC. SLAB WITIACKENED EDGE
tf1' EXPANSION JOINT MATERIAL
11117 GRANULAR ALL
NOTE: OFFSET FACE OF STUD 1 Z
FROM FACE OF FOUND. WALL
I!!I=
�M
12' DRYWALL
ANCHOR BOLTS AT 61C.
0 CONC. SLAB ON GRADE
WI 6 MIL VAPOR BARRIER OVER
y I Y AL WUNUAI IL'N WALL
'
b 8-1: BLOCK ON 8' C.M.U.
'125 24' CONT. CONC TRENCH
FOOTING ON VIRGIN SOK OR
WI (2)44 BARS CONT. ON
CERTIFIED COMPACTED FILL WI
MN. BEARING CAPACITY OF
1, 1'-0' 2,000 P.S.F.
s FOUNDATION WALL at PORCH - SIDING
ONE -STORY SLAB FOUNDATIONS detestF6
NOTE: OFFSET FACE OF STUD 117
-- 2% SLOPE
j 4' CONC. SLAB ON GRADE WI
� O_
THICKENED SLAB AT FRONT AND
4- CONC. SLAB WIRHICKENED
SABSATEACH END AND SLOPED SONG
DOWN 2% AWAY FROM HOUSE —�� 1
2% CCWNSLOPETOWARDS PONT
ANSH GRADE
°� °' °�
°: °: °: _:
1 112' ° d
GRANULAR ALL
Wl6 ML VPAOR BARBER OVER
°; °; °; °;
7x2' CONTINUOUS PERIMETER INSULAT
ITYPICAL FOUNDATION WALL
17 GRANULAR FILL
+
I
1' 8' CAP BLOCK
of • ,
8-L' BLOCK ON8'C.M.U.
024' CONT. CONC. TRENCH
It
N
'
.
WI (2) IE BARS CONE.
CERTIFIED COMPACTED FI FILLWI
I, 1 A� f F 1' -0' i
FOOTING ON V RGIN SOIL ORH
Wl BARS CONT. ON
17x24 CONC. FOOTING
FOUNDATION WALL at PATIO - SIDING
(2) 44
detestF9
CERTIFIED COMPACTED FILL Wi
t _
w
MIN. BEARING CAPACITY OF
F 1'•0'
2.000 P.S.F.
SLAB OVERHANG at PORCH
�J
ONE -STORY SLAB FOUNDAMNS
detestF7
NOTE: OFFSET FACE OF STUD 117
cn
314' RIGID INSULATION FRONT FACE OF FOUND. WALL
� O_
4- CONC. SLAB WIRHICKENED
SABSATEACH END AND SLOPED SONG
DOWN 2% AWAY FROM HOUSE —�� 1
112' DRYWALL
ANCHOR BOLTS AT 6' O.C.
CZ N
co
4' CONC. SLAB ON GRADE
012' �'
Wl6 ML VPAOR BARBER OVER
FIN. GRADE I
7x2' CONTINUOUS PERIMETER INSULAT
V/ c�
17 GRANULAR FILL
T E
I
�
of • ,
8-L' BLOCK ON8'C.M.U.
024' CONT. CONC. TRENCH
N
FOOTING ON VIRGIN SOL OR
'
.
WI (2) IE BARS CONE.
CERTIFIED COMPACTED FI FILLWI
I, 1 A� f F 1' -0' i
MIN. BEARING CAPACITY OF
2,000 P.S.F.
17x24 CONC. FOOTING
FOUNDATION WALL at PATIO - SIDING
ONF -STORY SLAB FOUNDATIONS
detestF9
SCALE - 318 " =1' -0"
ORIGINAL:
4/28/93
REVISION:
9/12/94
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