HomeMy WebLinkAbout0327.97.51
117 DRYWALL
'- 1 31 E -- ---- ---
�I \ J 'I
wl �
01
III
2x4 AT 16' O.C.
4' CONC. 1 1102E SLAB
Wi 6 ML. VAPOP BARRIER
°
MIN, 17 GRANULAR RLL
o- �r v 1 0;
1
WIDTH - SEE S1
TYPICAL THICKENED SLAB
at BEARING WALL det.estF3
NOTE: OFFSET FACE OF STUD 11?
HORIZONTAL SIDING FROM FACE OF FOUND. WALL 11? DRYWAL
314' RIGID INSULATION _ ,�
ANCHOR BOLTS AT o O.C.
NC. SLAB WITHCKENED EDGE I" 4 CONIC. SLAB ON GRADE
EVANSICN JOINT MATERIAL WI6 ML VAPOR BARRIER OVER
12x7 CONTINUOUS PEFACER INSULATI
11117 GRANULAR FELL • o, ,° U
Qo o. -� 17GRANULARFLL
o;
o; �1
8 "12 BLOCK ON 8' C.M.U.
12x24' CONT. CONIC. TRENCH
i FOOTING ON VIRGIN SOL OR
4 1 6 0 4 BASS CONT. ON
CERTIFIED COMPACS, FILL W/
y- I MN. BEARING 0APAC7Y OF
1' -0' j 2.000 P.S.F.
s
FOUNDATION WALL at PORCH - SIDING
ONE -STORY SLAB FOUNDATIONS det.estR
314 "j CHANNEL NOTE: OFFSET FACE CF S l!D 12'
FROM FACE OF FOUND. WALL
BRICK ROWLOCK A"RED
TO SHEATHING WI WALL TES =A N�
17 DRYWAL
W NSULATION SHEATHING
RICK VENE"?
ANCHOR BOLTS AT 61C.
FN. GRADE � __ e
° GRANULAR PL
1- 8' CAP BLOCK ON 17 CAP BLOCK
o, 12x24' OONT WNC. TRENCH
'
FOOTING ON VIRGIN SOIL OR
W/ (2) 44 BAFS CONT. ON
CERTFED COMPACTED FILLWI
;---- MN. BEARING CAPACITY OF
2.000 P.S.F.
>> FOUNDATION WALL at GARAGE - BRICK
�J ONE -STORY SLAB FOUNDATIONS det.estFll
NOTE: OFFSET FACE OF STUD 112'
FROM FACE OF FOUND, WALL 2x4 STUDS AT 16'0.C.
314' INSULATION SHEATHING
R -13 BATT INSULATION
WI 2 MIL. VAPOR BARRIER
RKGRADE ' o;
0; ° 0;
V
4' CONC, SLAB ON GRADE
WI MIL VAPOR BARRIER OVER
2x2' CONTINUOUS PERIMETER IN
ANCHOR BOLTS AT 6' O.C,
17 GRANULAR FILL
R- 13BA1T INSULATION
W12 MIL. VAPOR BARRIER
ANCHOR BOLTS AT 5 O.C.
4' CONC. SLAB
8' GRANULAR FILL
0
GV
I
112' DRYWALL IINT.�
W STUDS AT 16' O.C.
3114' BASE
4' CONC. SLAB ON GRADE
Wl6 MIL VAPOR BARRIER OVER
2x2' CONTINUOUS PERIMETER IP
12' GRANULAR FILL
8-L' BLOCK ON 8' C.M.U.
024' GONT. CONC. TRENCH
FOOTING ON VIRGIN SOIL OR
WI (2) 44 BARS CONT. ON
CERTIFIED COMPACTED FILL Wl
MIN. BEARING CAPACITY OF
2,000 P.S.F.
Al FOUNDATION WALL at GARAGE REAR
ONE -STORY SLAB FOUNDATIONS det.estF5
314' RIGID INSULATION NOTE: OFFSET FACE OF STUD 117
FROM FACE OF FOUND. HALL
8-L! BLOCK ON 8' C.M.U.
N
' 024' CONT. CONC. TRENCH
FOOTING ON VIRGIN SOIL OR
SLABS AT EACH END AND SLOPED SIDING
WI (2) 44 BARS CONT, ON
112' DRYWALL
CERTIFIED COMPACTED FILLWI
MIN, BEARING CAPACITY OF
1' C'
2,000 P.S.F.
FOUNDATION WALL at HOUSE - SIDING
w
0
ONE -STORY SLAB FOUNDATIONS
det.estF4
R- 13BA1T INSULATION
W12 MIL. VAPOR BARRIER
ANCHOR BOLTS AT 5 O.C.
4' CONC. SLAB
8' GRANULAR FILL
0
GV
I
112' DRYWALL IINT.�
W STUDS AT 16' O.C.
3114' BASE
4' CONC. SLAB ON GRADE
Wl6 MIL VAPOR BARRIER OVER
2x2' CONTINUOUS PERIMETER IP
12' GRANULAR FILL
8-L' BLOCK ON 8' C.M.U.
024' GONT. CONC. TRENCH
FOOTING ON VIRGIN SOIL OR
WI (2) 44 BARS CONT. ON
CERTIFIED COMPACTED FILL Wl
MIN. BEARING CAPACITY OF
2,000 P.S.F.
Al FOUNDATION WALL at GARAGE REAR
ONE -STORY SLAB FOUNDATIONS det.estF5
314' RIGID INSULATION NOTE: OFFSET FACE OF STUD 117
FROM FACE OF FOUND. HALL
SCALE - 3/8" =1' -0"
ORIGINAL:
10/20/93
REVISION:
8/15/95
cn
J
4' CONC. SLAB WITHICKENED
o
CD
a>
SLABS AT EACH END AND SLOPED SIDING
w
112' DRYWALL
rn
DOWN 2 %AWRY FFOM HOUSE \
ANCHOR BCL TSA T T O.C.
w
0
CONC. SLAB ON GRADE
E-- 2%SLOPE
4' CONIC. SLAB ON GRADE WI
0112'
h'
W16 MIL VPAOR BARRIER OVER
THICKENED SLAB AT FRONT AND
2x2' CONTINUOUS PERIMETER INSULATI
2% OOWNSLOPE T OWARDS F -rONT
FIN. GRADE
a
Z
1NSH GRADE
° °� o;
GRANULAR FlLL
° �; �a
o;
17 GRANULAR FILL
t 112'
o'; o; o; a;
,; o; o; a; °
o; o; o;
J
TYPICALFOUNDAiIONWAIL:
�
G4 FOUNDATION WALL
°
8' CAP BLOCK
0
rn
' 8-L' BLOCK ON 8' C.M.U.
' 17X24' CONT. CONC. TRENCH
q
"'
c~n
024' CONT. CONIC. TRENCH
o
FOOTING ON VIRGIN SOIL OR
N
o
rn
�
FOOTING ON VIRGIN SOIL OR
WI (2) 44 BARS CONT. ON
/
4#
WI (2) 44 BARS CONT. ON
m
CERTIfIEDCOMPACTEDFILLWI
::1,
L-�
CERTIFIED COMPACTED FILWI
d
MIN. BEARING CAPACITY OF
L
-
N
»
MIN. BEARING CAPACY OF
fi
1' 0'
2.000 P.S.F.
1.0 * 6117 GA LAR L F 1' 0'
2,000 P.S.F.
w
=
w
=
w
=cc
w
SLAB OVERHANG at PORCH
FOUNDATION WALL at PATIO - SIDING
ONE -STORY SLAB FOUNDATIONS
det.estF7
ONE -STORY SLAB FOUNDATIONS
det.estF9
SCALE - 3/8" =1' -0"
ORIGINAL:
10/20/93
REVISION:
8/15/95
cn
J
Egli
V
o
CD
a>
w
rn
w
0
z
0
a
Z
0
J
�
0
rn
c~n
co
o
rn
�
v
6i
4#
m
d
25
d
w
o
-
N
»
C'7
»>
o
w
=
w
=
w
=
w
=cc
w
N
0
ca co
-3-
cz N
Rs N
co
'.n
cn
CD
� M
E�
o CZ
� V
0
'EET N0.
SD1
U
c
Egli
V
o
CD
a>
w
rn
0
'EET N0.
SD1