HomeMy WebLinkAbout0328.97.5s
Al FOUNDATION WALL at PORCH - SIDING
ONE -STORY SLAB FOUNDATIONS det.estF6
N4! 'I CHANNEL ' NOTE: OFFSET FACE OF STUD 1R'
FROM FACE OF FOUND. WALL
BRICK ROWLOCK ANCHORED II it
TOSHEATHNGWI WALL TIES
' =A 1G
1R' DRYWALL
SLAB OVERHANG at PORCH
ONE -STORY SLAB FOUNDATIONS det.estF7
FOUNDATION WALL at PATIO - SIDING
det.estF9
BRiCKVE4EER �� y'
ANCHOR BFTSAT6' O.C.
FN. GRADE —' 4' CONIC SLAB ON GRADE
GRANULAR Rl!
I
r0' 1 N
j' 8' CAP BLOCK ON 12' CAP BLOCK
o, 17x24' OONT. CONIC. TRENCH
N i FOOTING ON VIRGIN SOIL OR
W/ (2) 4 BARS CONT. ON
CERTIFIED COMPACTED FILL W1
L- -� MN. BEARING CAPACITY OF
1'.0- 2.000 P.S.F.
FOUNDATION WALL at GARAGE - BRICK SCALE - 31811
ONE -STORY SLAB FOUNDATONS det.estF11
ORIGINAL:
10/20/93
REVISION:
8/15/95
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NOTE: OFFSET FACE OF STUD 112'
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HORIZONTAL SIDNG FROM FACE OF FOUND. WALL
2X4 STUDS AT 16' O,C.
R -13 BATT INSULATION
2X4 STUDS AT 16' O.C.
rn
314' INSULATION SHEATHING
W12MIL.VAPOA BARRIER
3114' BASE
1
0
^� l
1,2' DR'IWAL'
R -13 BATT INSULATION
WI2MILVAPCRBARRIER
4' CONIC. SLAB ON GRADE
CONC.
ANCHOR BOLTS AT 5 O.C. • r � - (
I
! 4' CONIC. SLAB ON GRADE
WI6 MIL VAPOR BARRIER OVER
i
WI6 MIL VAPOR BARRIER OVER
4' CCNC. SLAB
2W CONTINUOUS PERIMETER INSULATION
1frDRYWALL
2X4 AT 16' O.C.
2'X2' CONTINJUS PERIMETER INSULATION
,
'
4' THIG(t G SLAB
FIN. GRADE '"�
ANCHOR BOLTS AT 6 O.C.
8'GRANULARFILL o; °oa 0.1 0.*
12'GRANULARFILL
N 3114' BASE RIM
,ANC.
W16 MIL. VAPOR BARRIER
MCAL FOUNDATION WALL
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8 "1! BLOCK ON 8' C.M.U.
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12k24' CONT. CONIC, TRENCH
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MIN. it GRANULAR RL1
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TYNCAL FOUNDATION WALL:
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FOOTING ON VIRGIN SOIL OR
4
°
'8 "L' BLOCKON8'C,M.U.
C'J' ✓
WI (2) 44 BARS CONT. ON
N
12k24' CONT. CONC. TRENCH
CERTIFIED COMPACTED FILLWf
FOOTING ON VIRGIN SOIL OR
MIN. BEARING CAPACITY OF
1
WI (2) #4 BARS CONT. ON
2,000 P.S.F.
WIDTH • SEE St
CERTIFIED COMPACTED FILLWI
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MIN. BEARING CAPACITY OF
TYPICAL THICKENED SLAB
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2,000 P.S,F.
® WALL r
FOUNDATION GARAGE
u
REAR
deLestF3
FOUNDATION WALL atHOUSE
- SIDING
U YA NS
det.estFS
U aI BEARING WALL
r4
m
ONE -STORY SLAB FOUNDATIONS
det.estF4
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cm
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NOTE:
NOTE: OFFSET FACE OF STUD 12'
3!4' RIGID INSULATION FROM FACE F FOUND, WALL
HORIZONTAL SIDNG FROM FACE OF FOUND. WALL
' RIGID INSULATION
1Q' DRYWALL
4' CONIC. SLAB WIIHICKENED
SLABS AT EACH END AND SLOPED SIDING
1 PY DRYWALL
ANCHOR BOLTS AT a6' O.C.
DOWN 2 %AWAY FROM HOUSE
ANCHOR BOLTS AT 6' O.C.
I "CKE.NED EDGE
I4' CONIC SLAB ON GRADE
4' CONC. SLAB ON GRADE WI
01 /2'
4' CONC. SLAB ON GRADE
o
ION JONT MATERIAL
IWl6 ML VAPOR BARRIER OVER
PERIMETER INSULATION
2 A SLOPE
THICKENED SLAB AT FRONT AND
J WI6 MIL VPAOR BARRIER OVER
2)Q' CONTINUOUS PERIMETER INS
2% DOWNSLOPETOWARDS FRONT
RN. GRADE ;
117 GRANULAR FILL
`
17 GRANULAR FlL
FINISH GRADE
° °' °° °° °°
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°
° °; °; °;
°; 17 GRANULAR FILL
°; o; c; °;
° :j
11/2' °; °; °; o; °
TYPICAL FOUNDATION WALL:
°; o;
o;
FOUNDATION W
ICU FOUNDATION WALL
' 8 "L BLOCK ON 8' C.M.U.
' 8' CAP BLOCK
' 17x24' CONT. CONC. TRENCH
' 8 "L' BLOCK ON B' C.M.U.
`"
125c24' CONT, CONIC.
°
FOOTING ON VIRGIN 501E OR
4
N /
`',
0; 12k24' CONT. CONIC. TRENCH
N FOOTING ON VIRGIN SOL OR
✓
FOOTING ON VIRGIN SOL OR
WI (2) #4 BARS CONT. ON
W112) #4 BRAS CONT, ON
CERTIFIED COMPACTED FILLWI
; °. °
W1(2) #4 BARS CONT. ON
CERTFED COMPAC TED FILLWI
--------L2
MIN. BEARING CAPACITY OF
, ���
CENTIFIED COMPACTED
CERTIFIED COMPACTED FILL W/
D OF
MN. BEARING CAPACITY OF
1 2:000 P.S.F.
000 P.S.F.
1' -0 6117 GAANUL R ILL F 1'•�'
CAPACITY
2,000 P.S.F.
s
Al FOUNDATION WALL at PORCH - SIDING
ONE -STORY SLAB FOUNDATIONS det.estF6
N4! 'I CHANNEL ' NOTE: OFFSET FACE OF STUD 1R'
FROM FACE OF FOUND. WALL
BRICK ROWLOCK ANCHORED II it
TOSHEATHNGWI WALL TIES
' =A 1G
1R' DRYWALL
SLAB OVERHANG at PORCH
ONE -STORY SLAB FOUNDATIONS det.estF7
FOUNDATION WALL at PATIO - SIDING
det.estF9
BRiCKVE4EER �� y'
ANCHOR BFTSAT6' O.C.
FN. GRADE —' 4' CONIC SLAB ON GRADE
GRANULAR Rl!
I
r0' 1 N
j' 8' CAP BLOCK ON 12' CAP BLOCK
o, 17x24' OONT. CONIC. TRENCH
N i FOOTING ON VIRGIN SOIL OR
W/ (2) 4 BARS CONT. ON
CERTIFIED COMPACTED FILL W1
L- -� MN. BEARING CAPACITY OF
1'.0- 2.000 P.S.F.
FOUNDATION WALL at GARAGE - BRICK SCALE - 31811
ONE -STORY SLAB FOUNDATONS det.estF11
ORIGINAL:
10/20/93
REVISION:
8/15/95
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