HomeMy WebLinkAbout1082.95.20NOTE: CFFSET FACE OF STUD t?
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112' DRYWALL INT.
NOTE. OFFSET FACE OF STUD 1Z
HOWONTAL SIDING FROM FACE OF FOUND- WALL
n r STUl15 AT IT O.C.
518' DRYWALL R.
FROM FACE OF FOUND. WALL
HORIZONTAL SONG
12' DRYWALL
3N' INSULATION SHEATHING,
DRYWALL
R•13 BATT INSULATION
WI 2 ML VAPOR BARRIER
2'X4' STUDS AT 15 O.C.
3114' BASE
Ne INSULATION SHEATHING
PROVIDE ANCHOR BOLTS AT 6' O.C.
11.13 BATT NSWITICN
CONC. SLAB ON GRACE
PROVIDE ANCHOR BOLTS AT 5 O.C.
4' CONC SLAB ON GRADE
4 CONC. SLAB WITHCKENED EDGE
4' CONC, SLAB ON GARDE
W12 ML VAPOR BARRIER
I4'
W16 ML VAPOR BARRIER OVER
W16 ML VAPOR BARRIER OVER
a.
WI6 ML UAPOR BARRIER OVER
ML
7X T CONTINUOUS PEAEELETEA NSU ATK>N
4' CONC SLAB
2'X 7 CANTNUOUS PFAIA<TFA INSULATION
1R' EXPANSION JOINT MATERIAL
7X 7 CONTINUOUS PEA84Ef ER NSULATK
m RK GRADE
PROVDE ANCHOR BATS AT 5 0•C.
7 GRANULAR FLL - "" „`„
17 GRANULAR Flt
w
17 GRANULAR FLL
2,000 P.S.F.
17 GRANl1AA FL
" - ".`
TYPICkFOUNDAIIONWALL
11117 GRANULAR RLL
WAIL•-
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' 8 "L' BLOCK ON 8' C.M.U.
SHEET N0.
' 8 "L' BLOCK ON 8' C.M.U.
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' 125Q4' CONT. CONC. TRENCH
' 100 4' CONT CONC. TRENCH
4
' 8' 1' BLOCK ON 8' C.M.U.
FOOTING CIJ VIRGIN SOIL OR
"'
FOOTING ON VIRGIN SOL OR
'
125Q4' CCNT. CONIC. TRENCH
FOOTNGCNVIRGN SOL OR
"'
WI (2) 44 BARS CONT. ON
CERTFEDCOMPACTEDFLLWI
.'',' ,;
WI (2) 44 BARS CONT. ON
CERIIFEDCOMPACTEDFLLWI
W
w112) BARSCONT,
C•')
WIWIWW
u
MIN. BEARING CAPACITY OF
lA
MIN. BEARING CAPACITY OF
'
CERTFECOWACTEDFLLWI
1. -0'
2,000 P.S.F.
1.0
2,000 P.S.F.
I MIKE BEARING CAPACITY OF
EXTERIOR WALL AT HOUSE SLAB FOUNDATION
4 INTERIOR WALL AT GARAGE SLAB FOUNDATION
EXTERIOR WALL AT CONC. PORCH I SLAB FOUNDATION
�n 4
detestF5
detestF6
detestF4
4' CONC. SLAB ON GRADE WI
THICKENED SLAB AT FRONT AND
A OOMOF T OWAROS FRONT
AT BLOCK
-AUK
GRANULAR FN.
4' CONC. SLAB WIIHICKENED
SLABS AT EACH END AND SLOPED
DOWN 22% AWAY FROM HOUSE
FIN, GRADE
r GRADE ` ` ' TYPICAL FOUNDATION WALL
' 8' CAP BLOCK
' 12V r CONT. CCNC.TRENCH
FOOTING ON VIRGIN SOIL OR
I WI (2a 84 BARS CONT, ON
CERTFED CCUPACTEDFLLM
. 1 WK BEARING CAPACITY OF
2.000 P.S.F.
12V4' CONC. FOOTING
EXTERIOR FOUNDATIOIN AT CONC. PORCH OVERHANG
detesp
SHEATHING NOTE: OFFSET FACE OF STUD 1?
—\ FROM FACE OF FOUND. WALL
01/2'
NOTE OFFSET FACE OF STUD 1l7
314 "J' CHANNEL FROM FACE OF FOUND. WALL
BT40( i0WL00(ANC'OR91 BASHING
TO SHEATHINGWIWALLTES
1R' EXT. SHEATHINGS 12' DRYWALL
FR GRADE
4' CONC. SLAB ON GRADE
' HAP, -
' CAP BLOCK ON 17 CAP BLOCK
12544' CONT. CONC, TRENCH
FOOTING ON VIRGIN SOL OR
WI (2)84 BARS CONT. ON
CERTFED COMPACTED FLL WI
• MN. YANG CAPACITY OF
_ "
1'•0'
2,000 P.S.F.
EXTERIOR WALL AT CONC. BRIMSLAB FOUNDATION
detestFl l
SCALE - 3/8" =1' -0"
ORIGINAL:
10/20/93
REVISION.
9/12/94
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BARRIER OVER
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IWI6MLVPAOR
n 2 CONTINUOUS PERIMETER INSULATION
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17X14' CONT. CONC. TRENCH
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FOOTING ON VIRGIN SOIL OR
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WI (2) 84 BARS CONT. ON
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WI
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MN.BARINGCCAPA�FO
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2,000 P.S.F.
EXTERIOR WALL AT CONC, PORCH/SLAB FOUNDATION
deLestF9
NOTE OFFSET FACE OF STUD 1l7
314 "J' CHANNEL FROM FACE OF FOUND. WALL
BT40( i0WL00(ANC'OR91 BASHING
TO SHEATHINGWIWALLTES
1R' EXT. SHEATHINGS 12' DRYWALL
FR GRADE
4' CONC. SLAB ON GRADE
' HAP, -
' CAP BLOCK ON 17 CAP BLOCK
12544' CONT. CONC, TRENCH
FOOTING ON VIRGIN SOL OR
WI (2)84 BARS CONT. ON
CERTFED COMPACTED FLL WI
• MN. YANG CAPACITY OF
_ "
1'•0'
2,000 P.S.F.
EXTERIOR WALL AT CONC. BRIMSLAB FOUNDATION
detestFl l
SCALE - 3/8" =1' -0"
ORIGINAL:
10/20/93
REVISION.
9/12/94
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