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VAPOR BARRIER
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-47 TYPICAL PORCH FOUNDATION AT CRAWL WALL
AT SIDING LOCATIONS
TYPICAL JOIS1 DRYWALL
OVERLAP OF i2'
• AT BEAM LOCATIONS
SEE FRAMING PLAN FOR
LOCATIONS OF WALLS ABOVE
3/4" FLOOR DECKING
21X10' JOISTS
1 1/2'
TYPICAL FOUNDATION WALL:
X 4' CAP BLOCK
* (4) 8' LINE BLOCK
* 16'x8' CONCRETE FOOTING
det.estF47
R -13 INSULATION
DRYWALL
3/4' DECKING
SEE FLOOR FRAMING
PLAN FOR DETAILS
8' POURED
CONC. HALL
1 "X2' DOOR TRIM
BY O.H. DOOR
MANUFACTURER
4' CONC. SLAB ON GRADE
3/4° RIGID INSULATION
SIDING
1160 WOOD BAND
BOARD W/ ALUM.
DRIP CAP
21101 JOIST
3/4" FLOOR DECKING
21X10" JOISTS
TYPICAL FOUNDATION WALL:
* 8° CAP BLOCK
(3) 8' LINE BLOCK
x SILL ANCHOR BOLTS @ 6' -0° O.C. PERIMETER INSULATION
168x8' CONCRETE FOOTING DOWN TO GRANULAR FILL
� 4" MIN. GRANULAR FILL
2 °z4° TREATED OVER 6 MIL. VISOUEEN
SILL PLATE VAPOR BARRIER
01/2"
JANCHOR BOLTS
AT 6' -0" O.C.
FLOOR SYSTEM AT FOUNDATION
AT POURED CONCRETE WALL
2x WOOD FINISH
DOOR FRAME MATERIAL
20 OVERHEAD DOOR
PROVIDE THICHENEO 4' CONC. SLAB ON GRADE
SLAB AT FRONT H 6 MIL. VAPOR BAAAIE
CRAWL BEAM:
3/4" RIGID INSULATION
NOTE: OFFSET FACE OF
STUD 112'
2 °x8' TREATED SILL PLATE
x (4) 2'x12' BUILT -UP
(!RECESS
FROM FACE OF FOUND. WALL
ANCHOR BOLT
W/ NO SHIM
PAOVIOE TREATED
v
v v
a
a v a
MIN. GRANULARO0
� W/WASHER IN SILL PLATE
3/4'
BAND BOARD AT
FLOOR DECKING CONCRETE SLAB AREA
00 04'
OVER 6 MIL. VISOUEEN
---- -__ - --
- -_-
2 "X4' TREATED PLATE
4' CONC. SLAB ON GRADE
00 O0
VAPOR BARRIER
TYPICAL FOUNDATION WALL:
112' EXPANSION MATERIAL
°
SLOPE 1/8' PER FOOT
W/ 6 MIL. VAPOR BARRIER
x 4' CAP BLOCK
21X10'
JOISTS
° ° O °
° 'Co- 0 0 x (2) 8' LINE BLOCK
TYPICAL FOUNDATION
WALL:
° ° 0.? 01 v ° 0.? ' x SILL ANCHOR BOLTS @ 6' -0' D.C.
°V�
en
L d °
a °v
- i6'z8' CONCRETE FOOTING
a, co D
V° d
°
. P r r , . , r r,
� ,
DOOR
°a v
x 8" CAP
BLOCK
1_4
c o0 o0 o0 00 00
• • • ° • •
0 0 0 o d v L
00 00 00 00
(3) 8" LINE
BLOCK
TYPICAL CONC.
BLOCK PIER FOUNDATION
o o o o o 0
° 000 000 °
00 00 00 00 00 00
O0 00 0;
21X4' TREATED
FROM FACE OF FOUND. WALL
SILL ANCHOR BOLTS @ 6' -0'
O.C.
PERIMETER INSULATION
FLOOR DECKING
00 00 00 00 00 0
°0 °0 °0 °0
21X10' FLOOR JOISTS
* 16 "X8' CONCRETE FOOTING
DOWN TO GRANULAR FILL
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AT 16" O.C.
44
00 00 00 00 00 00
SLOPE 2" TO DOOR I — —
• 00 00 00
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VAPOR BARRIER
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d -1 L d
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aL d d. i' -!i' MIN. . a �' a
V-41 GRANULAR FILL
-47 TYPICAL PORCH FOUNDATION AT CRAWL WALL
AT SIDING LOCATIONS
TYPICAL JOIS1 DRYWALL
OVERLAP OF i2'
• AT BEAM LOCATIONS
SEE FRAMING PLAN FOR
LOCATIONS OF WALLS ABOVE
3/4" FLOOR DECKING
21X10' JOISTS
1 1/2'
TYPICAL FOUNDATION WALL:
X 4' CAP BLOCK
* (4) 8' LINE BLOCK
* 16'x8' CONCRETE FOOTING
det.estF47
R -13 INSULATION
DRYWALL
3/4' DECKING
SEE FLOOR FRAMING
PLAN FOR DETAILS
8' POURED
CONC. HALL
1 "X2' DOOR TRIM
BY O.H. DOOR
MANUFACTURER
4' CONC. SLAB ON GRADE
3/4° RIGID INSULATION
SIDING
1160 WOOD BAND
BOARD W/ ALUM.
DRIP CAP
21101 JOIST
3/4" FLOOR DECKING
21X10" JOISTS
TYPICAL FOUNDATION WALL:
* 8° CAP BLOCK
(3) 8' LINE BLOCK
x SILL ANCHOR BOLTS @ 6' -0° O.C. PERIMETER INSULATION
168x8' CONCRETE FOOTING DOWN TO GRANULAR FILL
� 4" MIN. GRANULAR FILL
2 °z4° TREATED OVER 6 MIL. VISOUEEN
SILL PLATE VAPOR BARRIER
01/2"
JANCHOR BOLTS
AT 6' -0" O.C.
FLOOR SYSTEM AT FOUNDATION
AT POURED CONCRETE WALL
2x WOOD FINISH
DOOR FRAME MATERIAL
20 OVERHEAD DOOR
PROVIDE THICHENEO 4' CONC. SLAB ON GRADE
SLAB AT FRONT H 6 MIL. VAPOR BAAAIE
det.estF38
NOTE: 'OFFSET FACE OF STIR 112'
FROM FACE OF FOUND. WALL
2'14' TREATED PLATE
OVERDIG
00 00 00 00
d °
\� V d ° ° d V
1' -4'
GRADE
TYPICAL FOUNDATION AT EXTERIOR CRAWL WALL
2'X10' FLOOR JOISTS
det.estF32
AT 16' D.C. NOTE: OFFSET FACE OF STUD 112"
3/4" FLOOR DECKING FROM FACE OF FOUND. WALL
2'x4' TREATED
PLATE
'-_— f
d d
° d GRADE
a
i
TYPICAL FOUNDATION WALL: '
°
x 8' POURED CONCRETE WALL
x SILL ANCHOR BOLTS @ 6' -02 O.C. cm d A GRANULAR FILL
OVERDIG TO i2' ABOVE
x 16'x8" CONCRETE FOOTIN d
dd
TOP OF FOOTING
3 i
°
[�VT
v s
4' CONCRETE SLAB ON GRADE ° , d 4" DRAIN TILE
W/ 6 MIL. VAPOR BARRIER ° a °
4 DRAIN TILE
°
'9,6 p0 0' °O 0
o• o°
AA O O O
o
po po po
r v° ° 0 0 0
A v d v ° ° °
4" MIN. 0 O 0 0 0 0 V O 00 00
O ° 00 Oa 00 00 v v d v 00 00 00
GRANULAR FILL o0 00 a d ; ° a 00 00
5--o
31 TYPICAL FOUNDATION WALL AT BASEMENT
det . estF31
NOTE: OFFSET FACE OF STUD 112'
PROVIDE TREATED FROM 'FACE OF FOUND. WALL
BAND BOARD AT
3/4' FLOOR DECKING CONCRETE SLAB AREA
4' CONC. SLAB ON GRADE
2'X10' JOISTS 2'X4' TREATED PLATE W/ 6 MIL. VAPOR BARRIER
SLOPE 1/8' PER FOOT
PERIMETER INSULATION
DOWN TO GRANULAR FILL ° a ° a a jo-.0
° , , ' ° d ° V ° V ° ° A d O O O 0 1 o O° Oo Oo Oo 00 00 00 00 00 00 00 00 0° Oo 0O° Oo TYPICAL FOUNDATION WALL: 0 °0 °0 °0 °0 °0 °0 °0 °° Oo• o• o° O. p0 00 00 8' CAP BLOCK 0 ° 00 ° 00 ° 00 ° 00 0' 00 00
(3) 8' LINE BLOCK 00
x SILL ANCHOR BOLTS @ 6' -0' O.C. 0
x 16'x8" CONCRETE FOOTING °
0 �
0,\\\
00 00 0 ° o°
o \ �
4' MIN. GRANULAR FILL ° a d a ° ° °. d ° d °.
°
OVER 6 MIL. VISOUEEN °° ° ° ° d ° d ° a a . a 11 14 V
VAPOR BARRIER v 16' -18' MIN. '
GRANULAR FILL
F29 TYPICAL PATIO FOUNDATION AT CRAWL WALL
1 1/2'
SEE TYPICAL
FOUNDATION WALL
det.estF29
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CRAWL BEAM:
4' GRANULAR FILL
6 " -8" GRANULAR FILL
2 °x8' TREATED SILL PLATE
x (4) 2'x12' BUILT -UP
(!RECESS
ANCHOR BOLT
W/ NO SHIM
a , ° a a
v
v v
a
a v a
MIN. GRANULARO0
� W/WASHER IN SILL PLATE
a
Ivo 0-FILL 00
00 04'
OVER 6 MIL. VISOUEEN
---- -__ - --
- -_-
a
p o p o p e p o o
00
00 O0
VAPOR BARRIER
TYPICAL FOUNDATION WALL:
112' EXPANSION MATERIAL
z
x 4' CAP BLOCK
0
° ° O °
° 'Co- 0 0 x (2) 8' LINE BLOCK
° ° 0.? 01 v ° 0.? ' x SILL ANCHOR BOLTS @ 6' -0' D.C.
°V�
en
L d °
a °v
- i6'z8' CONCRETE FOOTING
a, co D
37 TYPICAL FOUNDATION AT
GARAGE
DOOR
°a v
1_4
det.estF37
TYPICAL CONC.
BLOCK PIER FOUNDATION
NOTE: OFFSET FACE OF STUD 112'
F43
21X4' TREATED
FROM FACE OF FOUND. WALL
det.estF43
4' CONC. SLAB ON GRADE WOOD PLATE 3/4°
FLOOR DECKING
W/ 6 MIL. VAPOR BARRIERI
n
21X10' FLOOR JOISTS
`r
AT 16" O.C.
44
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SLOPE 2" TO DOOR I — —
Q�
a
a
v
a a
d . ° ° ° ° ` ° d 4 d ° °
(2) RISERS AT 7 3/4" EACH
4 v °v a
' 00 00 00 00 00 , ° a
(1) 9' TREAD
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o• o• o° o° o° O '
0 0 0 0 o v
8' MIN. GRANULAR FILL ' no ° ° ° ° ° ° V
R -i3 INSULATION
A v°
o ° v a
TYPICAL FOUNDATION WALL:
3/4' RIGID INSULATION
a a ° o
W
x 8' POURED CONCRETE WALL
DRYWALL
SIDING
a
d°
x SILL ANCHOR BOLTS @ 6'-0" D.C.
x 16'X8' CONCRETE FOOTING
AP
3/4' DECKING
i'z6' WOOD BAND
°
BOARD W/ ALUM.
a
DRIP CAP
A v °
°
' ° a
4" CONC. SLAB ON GRADE
GRANULAR FILL TO o0 00 00 00 00 ` o
W/ 6 MIL. VAPOR BARRIER
2'X4" TREATED
12" ABOVE TOP OF 00 O0 00 00 ° a
SEE FLOOR FRAMING
SILL PLATE
CONCRETE FOOTING 00 O0 00 00 00 vLv a
PLAN FOR DETAILS
°
0 i/2
00 00 00 00
00 °O 00 00 °O, v
° V v L
4' GRANULAR FILL
v L
PERIMETER INSULATION
00 O0 00 0 a
A v°
0 00 00
00 00
B C.M.U. WALL
ANCHOR BOLTS
°° °. °° 0.? °° p p °° a
e °° 0o °°
p e°
AT 6' -0" O.C.
4' DRAIN TILE
4" DRAIN TILE
FLOOR SYSTEM
AT FOUNDATION
33 TYPICAL BASEMENT WALL
AT GARAGE
41
AT CRAWL WALL
det . estF41
det . estF33
det.estF38
NOTE: 'OFFSET FACE OF STIR 112'
FROM FACE OF FOUND. WALL
2'14' TREATED PLATE
OVERDIG
00 00 00 00
d °
\� V d ° ° d V
1' -4'
GRADE
TYPICAL FOUNDATION AT EXTERIOR CRAWL WALL
2'X10' FLOOR JOISTS
det.estF32
AT 16' D.C. NOTE: OFFSET FACE OF STUD 112"
3/4" FLOOR DECKING FROM FACE OF FOUND. WALL
2'x4' TREATED
PLATE
'-_— f
d d
° d GRADE
a
i
TYPICAL FOUNDATION WALL: '
°
x 8' POURED CONCRETE WALL
x SILL ANCHOR BOLTS @ 6' -02 O.C. cm d A GRANULAR FILL
OVERDIG TO i2' ABOVE
x 16'x8" CONCRETE FOOTIN d
dd
TOP OF FOOTING
3 i
°
[�VT
v s
4' CONCRETE SLAB ON GRADE ° , d 4" DRAIN TILE
W/ 6 MIL. VAPOR BARRIER ° a °
4 DRAIN TILE
°
'9,6 p0 0' °O 0
o• o°
AA O O O
o
po po po
r v° ° 0 0 0
A v d v ° ° °
4" MIN. 0 O 0 0 0 0 V O 00 00
O ° 00 Oa 00 00 v v d v 00 00 00
GRANULAR FILL o0 00 a d ; ° a 00 00
5--o
31 TYPICAL FOUNDATION WALL AT BASEMENT
det . estF31
NOTE: OFFSET FACE OF STUD 112'
PROVIDE TREATED FROM 'FACE OF FOUND. WALL
BAND BOARD AT
3/4' FLOOR DECKING CONCRETE SLAB AREA
4' CONC. SLAB ON GRADE
2'X10' JOISTS 2'X4' TREATED PLATE W/ 6 MIL. VAPOR BARRIER
SLOPE 1/8' PER FOOT
PERIMETER INSULATION
DOWN TO GRANULAR FILL ° a ° a a jo-.0
° , , ' ° d ° V ° V ° ° A d O O O 0 1 o O° Oo Oo Oo 00 00 00 00 00 00 00 00 0° Oo 0O° Oo TYPICAL FOUNDATION WALL: 0 °0 °0 °0 °0 °0 °0 °0 °° Oo• o• o° O. p0 00 00 8' CAP BLOCK 0 ° 00 ° 00 ° 00 ° 00 0' 00 00
(3) 8' LINE BLOCK 00
x SILL ANCHOR BOLTS @ 6' -0' O.C. 0
x 16'x8" CONCRETE FOOTING °
0 �
0,\\\
00 00 0 ° o°
o \ �
4' MIN. GRANULAR FILL ° a d a ° ° °. d ° d °.
°
OVER 6 MIL. VISOUEEN °° ° ° ° d ° d ° a a . a 11 14 V
VAPOR BARRIER v 16' -18' MIN. '
GRANULAR FILL
F29 TYPICAL PATIO FOUNDATION AT CRAWL WALL
1 1/2'
SEE TYPICAL
FOUNDATION WALL
det.estF29
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DATE:
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