HomeMy WebLinkAbout0094.97.3148 CRAWL WALL AT GARAGE REAR
det . estF48
3/4' RIGID INSULATION NOTE: OFFSET FACE OF STUD 112'
PROVIDE TREATED FROM FACE OF FOUND. WALL
BAND BOARD AT
112' EXPANSION MATERIAL CONCRETE SLAB AREA
2x4 TREATED PLATE
3/4' FLOOR DECKING '" 4' CONC, SLAB ON GRADE
0
SEE FLOOR FRAMING SLOPE 1/8' PER FOOT
Dim—
PLAN FOR JOIST LAYOUT a a d P P
b. ° ° ° ° ° ° ° v ° ° v
d e e e O o o 0 d V V
TYPICAL FOUNDATION WALL: ° ° ° ° °
e °
° v Oo Oo Oo Oo Oo °° °O °O 00,
° °°
8" CAP BLOCK 0 00 00 00 00 00 °0 00 00
x (3) 8" LINE BLOCK PERIMETER INSULATION 00 00 00 00 00 00 °0 °0 °0 00
x SILL ANCHOR BOLTS @ 6' -0" D.C. DOWN TO GRANULAR FILL °0 00 00 00 °0 0'. o ° 00 00. °° 00. °° o °
0 0
Oo °o Oo Oo Oo 0
x 16 "x8' CONCRETE FOOTING QO 00 00 00 00 00 00 00 00
00 O ° O ° O ° O ° O ° 0° °O 0'. °°
R'M 00
4' MIN. GRANULAR
UNDER 6 MIL. VISOUEEN °
0
VAPOR BARRIER 0 00 00 00
° e v °° a a v a C� ° v °v •° a v
a v d ° a° e v i' MIN.
GRANULAR FILL
TYPICAL PORCH FOUNDATION AT CRAWL WALL
AT BRICK LOCATIONS
4' CONC. SLAB ON GRADE
PROVIDE THICKENED
SLAB AT FRONT SLOPE 1/8' PER FOOT
1 1/2"
TYPICAL FOUNDATION WALL:
x 4' CAP BLOCK
x (4) B" LINE BLOCK
x 16'X8" CONCRETE FOOTING
NOTE: OFFSET FACE OF STUD 112'
FROM FACE OF FOUND. WALL
3/4' FLOOR DECKING
1/2'
TYPICAL FOUNDATIO WALL:
x 4' CAP BLOCK
x (4) 8' LINE BLOCK
x 16'x8' CONCRETE FOOTING
v , , ,
A v
00
00
00
,
e v
00 00 °
00 00 00
00
00 00 00 00 00
00 00 00 00 O
00 00 00 00 00
NOTE: SILL PLATE TO BE FLUSH
° d O CO.
v
SEE FLOOR
FOR JOIST
FRAMING
LAYOUT
WITH CRAWL SIDE OF
2x4 TREATED PLATE
00
9'.
3/4' FLOOR DECKING
FOUNDATION WALL
4' CONC. SLAB ON GRADE
2x4 TREATED
SEE FLOOR FRAMING
W/ 6 MIL. VAPOR BARRIER
Oo 0
oo Oo Oo Oo 00
PLAN FOR JOIST LAYOUT
4" MIN. 0 o0 o0 o0 0° o° °a d °a 0 00
°d
WOOD PLATE
00
00
SLOPE 2" TO DOOR I
00 00 00 00 0
s
00
w
° ° °
(2) RISER AT 7-3/4' EACH TYPICAL FOUNDATION WALL:
a o ° , a s , , ° , . , a v ° v
a
(1) Q' TREAD
x 8' CAP BLOCK
00 0. 00 00 00 00
O 0
00
O
Co 00
(3) 8' LINE BLOCK
00 00 00 00 00
00
PERIMETER INSULATION
x SILL ANCHOR BOLTS @ 6' -0' O.C.
°0 00
00
DOWN TO GRANULAR FILL
x 16'x8' CONCRETE FOOTING
0
° 0
TYPICAL FOUNDATION WALL:
00
00
° ° ° ° ° ° 0,- °
°
v
6 " -8" MIN.
00
°0 °°
4' MIN. GRANULAR FILL
GRANULAR FILL 0
0°
00 00 00 0°
UNDER 6 MIL. VISOUEEN
x SILL ANCHOR BOLTS @ 6' -0'
P ° , �
v
VAPOR BARRIER
v v ,
v
x 16'X8" CONCRETE FOOTING
148 CRAWL WALL AT GARAGE REAR
det . estF48
3/4' RIGID INSULATION NOTE: OFFSET FACE OF STUD 112'
PROVIDE TREATED FROM FACE OF FOUND. WALL
BAND BOARD AT
112' EXPANSION MATERIAL CONCRETE SLAB AREA
2x4 TREATED PLATE
3/4' FLOOR DECKING '" 4' CONC, SLAB ON GRADE
0
SEE FLOOR FRAMING SLOPE 1/8' PER FOOT
Dim—
PLAN FOR JOIST LAYOUT a a d P P
b. ° ° ° ° ° ° ° v ° ° v
d e e e O o o 0 d V V
TYPICAL FOUNDATION WALL: ° ° ° ° °
e °
° v Oo Oo Oo Oo Oo °° °O °O 00,
° °°
8" CAP BLOCK 0 00 00 00 00 00 °0 00 00
x (3) 8" LINE BLOCK PERIMETER INSULATION 00 00 00 00 00 00 °0 °0 °0 00
x SILL ANCHOR BOLTS @ 6' -0" D.C. DOWN TO GRANULAR FILL °0 00 00 00 °0 0'. o ° 00 00. °° 00. °° o °
0 0
Oo °o Oo Oo Oo 0
x 16 "x8' CONCRETE FOOTING QO 00 00 00 00 00 00 00 00
00 O ° O ° O ° O ° O ° 0° °O 0'. °°
R'M 00
4' MIN. GRANULAR
UNDER 6 MIL. VISOUEEN °
0
VAPOR BARRIER 0 00 00 00
° e v °° a a v a C� ° v °v •° a v
a v d ° a° e v i' MIN.
GRANULAR FILL
TYPICAL PORCH FOUNDATION AT CRAWL WALL
AT BRICK LOCATIONS
4' CONC. SLAB ON GRADE
PROVIDE THICKENED
SLAB AT FRONT SLOPE 1/8' PER FOOT
1 1/2"
TYPICAL FOUNDATION WALL:
x 4' CAP BLOCK
x (4) B" LINE BLOCK
x 16'X8" CONCRETE FOOTING
NOTE: OFFSET FACE OF STUD 112'
FROM FACE OF FOUND. WALL
3/4' FLOOR DECKING
1/2'
TYPICAL FOUNDATIO WALL:
x 4' CAP BLOCK
x (4) 8' LINE BLOCK
x 16'x8' CONCRETE FOOTING
v , , ,
A v
00
00
00
,
e v
00 00 °
00 00 00
00
00 00 00 00 00
00 00 00 00 O
00 00 00 00 00
o
° d O CO.
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SEE FLOOR
FOR JOIST
FRAMING
LAYOUT
0
° v ° 00 00
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00 0, 00
00 00 00 00 °
"
2x4 TREATED
°°
Oo
Oo 0
oo Oo Oo Oo 00
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0
°a
4" MIN. 0 o0 o0 o0 0° o° °a d °a 0 00
°d
WOOD PLATE
00
00
00 0� 00
00 00 00 00 0
s
00
w
° ° °
00
00
00 00 Oo Oo Oo
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vv
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10.0'0'
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01 a
=
TYPICAL FOUNDATION WALL:
00
00 00
° ° ° ° ° ° 0,- °
°
v
8' CAP BLOCK
I x 8' POURED CONCRETE WALL
°0 °°
°0
W
0 °0 00
°0 °0
v
a VV a
J
x SILL ANCHOR BOLTS @ 6' -0'
O.C.
00 00 0
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°
x SILL ANCHOR BOLTS @ 6' -0' O.C.
x 16'X8" CONCRETE FOOTING
z
a ° ° 0a
° v v v
v v
I'-If'
MIN. GRANULAR FILL
v
x 16'x8' CONCRETE FOOTING
r,
° v v °
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GRANULAR FILL TO
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4' MIN. GRANULAR FILL
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UNDER 6 MIL. VISOUEEN
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VAPOR BARRIER
1' -4"
GRANULAR
° °e °e °e °.
°
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DRAIN TILE
4' DRAIN TILE
m
FRONT PORCH AT FOUNDATION WALL
BASEMENT FOUNDATION
det . estF35
det.estF46
R -13 INSULATION 3 /4" RIGID INSULATION
DRYWALL SIDING
3/4' DECKING 1x WOOD BAND
BOARD W/ ALUM.
DRIP CAP
(SEE ELEV.)
2x4 TREATED
SEE FLOOR FRAMING SILL PLATE
L
PLAN FOR JOIST LAYOUT
0 1/2"
d
8' POURED ° ` r ANCHOR BOLTS
CONC. WALL o ° AT 6' -0' O.C.
v
FLOOR SYSTEM AT FOUNDATION
AT POURED CONCRETE WALL
SEE FLOOR FRAMING
PLAN FOR JOIST LAYOUT
3/4" FLOOR DECKING
det.estF38
NOTE: OFFSET FACE OF STUD 112'
FROM FACE OF FOUND. WALL
2x4 TREATED ix BAND BOARD W/
PLATE DRIP EDGE
(SEE ELEV.)
° v °
GRADE
°
°
TYPICAL FOUNDATION WALL:
x 8' POURED CONCRETE WALL a
x SILL ANCHOR BOLTS @ 6'-0" D.C. ° a d
x 16'x8' CONCRETE FOOTIN �' 14 ° d OVERDIG
S v
Q v
3
d d
v °
a
4" CONCRETE SLAB ON GRADE 4" DRAIN TILE
v v
W/ 6 MIL. VAPOR BARRIER q' pRAIN TILE a °
d d
v
--�
2x4 TREATED PLATE
° d O CO.
v
SLAB ON GRADE
°0
0
° v ° 00 00
00
00
v
°o °o
°
°°
°°
d L L d L L °
V , L V ° o
Oo
0
4" MIN. 0 o0 o0 o0 0° o° °a d °a 0 00
°d
00
00
GRANULAR FILL 00 ° 0 d a d ° a ° a
00
00
5'-0'
FOUNDATION WALL — SIDING
PART'L / FULL BASEMENTS
NOTE: OFFSET FACE OF STUD 112'
PROVIDE TREATED FROM FACE OF FOUND. WALL
BAND BOARD AT
3/4" FLOOR DECKING CONCRETE SLAB AREA
NOTE: OFFSET FACE OF STUD 112'
FROM FACE OF FOUND. WALL
3/4' FLOOR DECKING
2x4 TREATED PLATE SEE FLOOR FRAMING
PLAN FOR JOIST LAYOUT
4' CONC. SLAB ON GRADE Q
SLOPE 2' 2" TO DOOR
(2) RISER AT 7 -3/4' EACH TYPICAL FOUNDATION WALL:
v e a P (i) 9" TREAD x 8' CAP BLOCK
° 00 ° 00 ° 00 ° 00 ° 00 ° 00 (3) 8' LINE BLOCK
00 9.r 00 00 00 00 PERIMETER INSULATION x SILL ANCHOR BOLTS @ 6' -0' O.C.
00 00 DOWN TO GRANULAR FILL x i6 "z8" CONCRETE FOOTING
00
6 -8 MIN. 00 4" MIN. GRANULAR FILL
GRANULAR FILL °0 °
0'° ' ° 0- ° 0. UNDER 6 MIL. VISOUEEN
A ` V d VAPOR BARRIER
d co
° v v ° v � ° v
CRAWL WALL AT GARAGE REAR
2x4 TREATED
GRANULAR FILL SILL PLATE
TO 12" ABOVE
TOP OF FOOTING NOTE: OFFSET FACE OF STUD 112'
FROM FACE OF FOUND, WALL
LLJ
4" CONC. SLAB ON GARDE Q
SEE FLOOR FRAMING
--�
2x4 TREATED PLATE
"
4 CONC.
SLAB ON GRADE
PLAN FOR JOIST LAYOUT
0
Lu
=
SLOPE 1/8' PER
FOOT
J
PERIMETER INSULATION
DOWN TO GRANULAR FILL
w
° ° °
° °
° V ,
,
°
00
O 0
00
O
Co 00
00 00
00 O
°0 00
0, 0
10.0'0'
0 00 00
00
TYPICAL FOUNDATION MALL:
00
00
00 00
°0 00
00 0
8' CAP BLOCK
cc
°0 °°
°0 0
W
0 °0 00
°0 °0
00
°0 °
x (3) 8" LINE BLOCK
00
00
QO
00 00 0
00
00
x SILL ANCHOR BOLTS @ 6' -0' O.C.
00
z
° °
x 16'x8' CONCRETE FOOTING
r,
~
°
cn
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cn
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4' MIN. GRANULAR FILL
° d L
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UNDER 6 MIL. VISOUEEN
°° e ° ` ° ° ° d
� �
cU
16' -18'
MIN.
�° a ° o
° °
VAPOR BARRIER
1' -4"
GRANULAR
FILL
FOUNDATION WALL AT PATIO
CRAWL /PART'L BASEMENT FOUNDATIONS
det.estF31
v v v v v v
° ° - 1
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00 oo Oo C0 7
C ° 00 CO Co 00
Oo CO
00
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GRANULAR FILL o0
00
v v
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a
1' -4'
det.estF28
TYPICAL FOUNDATION WALL:
x 8" CAP BLOCK
x (3) 8" LINE BLOCK
SILL ANCHOR BOLTS @ 6'-0" D.C.
16'x8' CONCRETE FOOTING
OVERDIG r GRADE
GARAGE FOUNDATION WALL — SIDING
CRAWL /BASEMENT FOUNDATION
NOTE: OFFSET FACE OF STUD 112'
FROM FACE OF FOUND. WALL
112" EXT. SHEATHING
BRICK VENEER Lu
1 112' FIN. GRADE
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FOUNDATION MALL g � og � oe � o;
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1' -4'
21 GARAGE WALL- AT BRICK RETURN
det.estF29
SLAB FOUNDATION
det.estF27
112' DRYWALL
ANCHOR BOLTS AT 6' O.C.
4' CONC. SLAB ON GRADE
GRANULAR FILL
TYPICAL FOUNDATION WALL:
x 8' CAP BLOCK ON 12" CAP BLOCK
x 16' x24" CONT . CONC. TRENCH
FOOTING ON VIRGIN SOIL OR
W/ (2) #4 BARS CONT . ON
CERTIFIED COMPACTED FILL W/
MIN. BEARING CAPACITY OF
2,000 P.S.F.
det.estF21
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