HomeMy WebLinkAbout0841.97.2NOTE: OFFSET FACE OF STJO 1/2°
FROM FACE OF FOUND. WALL.
3/4" FLOOR DECKING
2"X4" TREATED PLATE 2 "X10" JOISTS
4" CONC. SLAB ON GRADES
W/ 6 MIS VAPOR BARRIER:!
J,
SLOPE 2" TO DOOR �- - -_-
"�� � -- -- ---- __ - - - - -- � x I (2) RISER AT 7 3/4' EACH
TYPICAL FOUNDATION WALL:
n p L p L p �.J (i) 9" TREAD °
V v v v p p z 8 CAP BLOCK
r--a --� -_ --- -� _ -a-
O° o° O° O° o.- O° ,- -- z (3) 8" LINE BLOCK
°�� °'. °,* °'. 00 c (PERIMETER INSULATION z SILL ANCHOR BOLTS @ 6' -0' O.C.
'° ° °� �\ DOWN TO GRANULAR FILL z 16'x8' CONCRETE FOOTING
°
>:
O °
MIN. \ °
c'7t
GRANULAR FILL 00.
k o 00 00 Oo
T
v
d v
�r
F CRAW IA " \-i` A I GARAGE REAR
0
NOTF: OFFSET FACE OF STUD 112'
FROM FACE OF FOUND. WALL
2 "X4" TREATED
SILL PLATE
4" GONG. SLAB ON 6RADF i w
W/ 6 MIL. VAPOR BARRIER 4
14' MIN. GRANULAR FILL
COVER 6 MIL. VISOUEEN
,VAPOR BARRIER
det.estF28
TYPICAL FOUNDATION WALL:
z 8' CAP BLOCK
* (3) 8' LINE BLOCK
z SILL ANCHOR BOLTS @ 6' -0" O.C.
z 161X8' CONCRETE FOOTING
v OVERDIG
- - - -- -- - GRADE
b V n v 1 L -1 V L p , i -1 V L v
t y
00 00 00 00 00
O° O° O°
Oo
°0 e
°0 o
Oo °
MIV h
X h
/
°0 Nx
x
6RANULAA FILL r 'r 0 �.
> 00
x
V', '
v
c�1
1' -4"
F2-7 SECTiOi T GARAGE FOUNDATION WALL
AT SIDING LOCATIONS det.estF27
3 -1/2' DIA.
ADJUSTABLE STEEL
COLUMN
METAL ANCHOR PLATE 4' MIN. GRAVEL FILL
4" CONCRETE SLAB ON GRADE ON 6 MIL. VISQUEEN
W/ 6 MIL. VAPOR BARRIER ( VAPOR BARRIER
SEE FOUNDATION PLAN
n d v n d v n d v n d p n d v
FOR PAD DIMENSIONS 00 00 o0 ° -,q ° n ° v n v ° n ° p 00 00 0
— - - - -- — n n n ° n =
> v v
p ° v p \ .i
/ W
p°p v n v ap v n \ = ��V o'
WIDTH
r2 TYPICAL_ FOUNDATION AT STEEL COLUMN
det.estF25
5/8" DRYWALL (GAR.) 112" DRYWALL (INT.)
R -13 BATT INSULATION �\ 2 0X4" STUDS AT 16" O.C.
W/ 2 MIL. VAPOR BARRIER ERA 3 1/4 BASE
PROVIDE ANCHOR BOLTS AT 6' O.C. ! -I 4" CONC. SLAB ON GRADE
W/ 6 MIL. VAPOR BARRIER OVER
4' CONC. SLAB
v � v p I
i? X 2' CONTINUOUS PERIMETER INSULATION
n n o
8' GRANULAR FILL 0 0 0'. d o e o ° e °° o o ° 12' GRANULAR FILL
00 00 00 0 ° 0 °
* -� TYPICAL FOUNDATION WALL:
� v �
\ v a� ° , / Iz 8' "L" BLOCK ON 8" C.M.U.
n ° ° x fz 16 "x24' CONT. CONC. TRENCH
FOOTING ON VIRGIN SOIL OR
W/ (2) #4 BARS CONT. ON
CERTIFIED COMPACTED FILL W/
MIN. BEARING CAPACITY OF
1' -4° j 2,000 P.S.F.
F19 INTERIOR WALL AT GARAGE Si AB FOUNDATION
,\�J det.estF19
NOTE: OFFSET FACE OF STUD 112"
HORIZONTAL SIDING FROM FACE OF FOUND. WALL
2'X4" STUDS AT 16" O.C.
3/4' INSULATION SHEATHING - —
�,, "- 112° DRYWALL
R -13 BATT INSULATION
4' CONC. SLAB ON GRADE
W/ 2 MIL. VAPOR BARRIER W/ 6 MIL. VAPOR BARRIER OVER
21X 2' CONTINUOUS PERIMETER INSULATION
mi
FIN. GRADE ° o° PROVIDE ANCHOR BOLTS AT 6' O.C.
c -- >' ° 12" GRANULAR FILL
jX
Z n° v n v n
TYPICAL FOUNDATION WALL:
p p v n
° ' ° t 8" 'L" BLOCK ON 8" C.M.U.
�� d v n d n d �.� U "
n n° v n z 16 z24 CONT. CONC. TRENCH
p
° n FOOTING ON VIRGIN SOIL OR
. v v n v
b v v n ° W/ (2) #4 BARS CONT. ON
CERTIFIED COMPACTED FILL W/
j MIN. BEARING CAPACITY OF
1 -4 --A j 2,000 P.S.F.
F18 EXTERIOR WALL AT HOUSE SL,-, FOUNDATION
det.estFiB
NOTE: OFFSET FACE OF STUD 112" _
FROM FACE OF FOUND. WALL -
112' DRYWALL 112" EXT. SHEATHING
2'X4' STUDS AT 16' O.C. HORIZONTAL SIDING
4' CONC. SLAB ON GRADE] PROVIDE ANCHOR BOLTS AT 6' O.C.
W/ 6 MIL. VAPOR BARRIER * ---- PROVIDE
-
MIN. 4' GRAVEL BASE
0
N
J - d VL J -
p L 1 v
FIN. GRADE
0 0
00 00 00
0 00 00 00
y \, \ `�
TYPICAL FOUNDATION WALL:
iX
8" CAP BLOCK ON 8' C.M.U.
—
d pn d
'\
V n v ° p
�z
16"x24' CONT. CONC. TRENCH
\
v
FOOTV ING ON VIRGIN SOIL OR
°
o n
a p n
� \ \\
W/ (2) #4 BARS CONT. ON
d
v
\
CERTIFIED COMPACTED FILL W/
a °p
vv n°
MIN. BEARING CAPACITY OF
— —
2,000 P.S.F.
i' -4'
EXTERIOR WALL AT
GARAGE
SLAB
FOUNDATION
det.estF17
4" CONC. SLAB ON GRADE W/±
THICKENED SLAB AT FRONT AND'
2% DOWNSLOPE TOWARDS FRONT! 2% SLOPE GRANULAR FILL
L L
v n v V _I L l p , L V
° 1 -i /2" OVERHANG AT BLOCK o0 00 00 °
°o °o °o °o °° o
FIN. GRADE ° o° o° no
° TYPICAL FOUNDATION WALL:
p V
° n ° A 8' CAP BLOCK
° V
'k v ° v v ° �, /,\\ i6 "x24° CONT. CONC. TRENCH
o p/ l
FOOTING ON VIRGIN SOIL OR
�\< ; \ W/ (2) #4 BARS CONT. ON
CERTIFIED COMPACTED FILL W/
MIN. BEARING CAPACITY OF
I'-4u �\ 2, 000 P.S.F.
F16 EXTERIOR FOUNDATION AT CONC. PORCH OVERHANG
det.estF16
HORIZONTAL SIDING
3/4" INSULATION SHEATHING
NOTE: OFFSET FACE OF STUD 112'
FROM FACE OF FOUND. WALL
4' CONC. SLAB W /THICKENED EDGE C-\j'
o '
112' EXPANSION JOINT MATERIAL n d d d
n v
11 112" GRANULAR FILL
0 v V p n v o <
v
o ° n v n o °o
o v v o 0
p p
00 00 v 00 Oc
v
0 °0 00 n O e O
° e
d
x, j V
p v
v v i
ov n v v v i
I A n d V n
n d
C11' n
/ ° p p v n v
n v
v
v n v p v �
p v
v n v v
v
i n d v n d n
14 EXTERIOR WALL AT PORCH
AT SIDING LOCATIONS
112' DRYWALL
PROVIDE ANCHOR BOLTS AT 6' O.C.
4' CONC. SLAB ON GRADE
W/ 6 MIL. VAPOR BARRIER OVER
21X 2' CONTINUOUS PERIMETER INSULATION
12' GRANULAR FILL
TYPICAL FOUNDATION WALL:
z 8' 'L' BLOCK ON 8' C.M.U.
* 161424' CONT. CONC. TRENCH
FOOTING ON VIRGIN SOIL OR
W/ (2) 14 BARS CONT. ON
CERTIFIED COMPACTED FILL W/
MIN. BEARING CAPACITY OF
2, 000 P.S.F.
112' DRYWALL i/2' DRYWALL
2'X4' AT 16' O.C.
4 CONC. THICKENED SLAB
3 1/4' BASE ;; , W/ 6 MIL. VAPOR BARRIER
A � a a a 7 12" GRANULAR FILL
— ° 00 p °0 00
00 00 a a o0 00
►�� - 00 00 a p 00 00 0
�D °o °o a Oo' °o Oo
F3 THICKEND SLAB AT BEARING WALL
det . estF3
det.estF14
e
h �^
u
e
l�Jd
--- -
MW Nw�
vi
z
0
H
H
LLJ
ox:
z
H
3
Q
0
z
0
H
a.
0
0
LU
W
LU L
t2 C
O
cr
Q O
O • �-i
a�
cr7 0
t
LO
w Z
z o m
Q,
0- 1 LL- o
a ED
DATE
5/BS/