HomeMy WebLinkAbout0898.97.33/4" RIGID INSULATION NOTE: OFFSET FACE OF STUD 1/2'
PROVIDE TREATED! FROM FACE OF FOUND. WALL
BAND BOARD AT
3/4" FLOOR DECKING CONCRETE SLAB AREA 2'X4' TREATED PLATE 4' CONC. SLAB ON GRADE
- - --
2 "X10" JOISTS -\ SLOPE 1/8' PER FOOT W/ 6 MIL. VAPOR BARRIER
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TYPICAL FOUNDATION WALL:' ° ° ° ° ° ,
° O° O° O° O° O° O O O O d V L J
8" CAP BLOCK , 0 ° 00 ° 00 ° 00 ° 00 ° 00 ° o" 00 00 oo 00
(3) 8' LINE BLOCK i o0 00 00 00 00 00 0 °0 °0 °0
x SILL ANCHOR BOLTS @ 6' -0" D.C. PERIMETER INSULATION o °o 00 00 00 °o ° °0 °o °o °0 1 112'
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TYPICAL JOIST DRYWALL
OVERLAP OF 12'1
:,
AT BEAM LOCATIONS
SEE FRAMING PLAN FOR
LOCATIONS OF WALLS ABOVE
3/4' FLOOR DECKING
2 "X10" JOISTS
OVER 6 MIL. VISOUEFN! x
VAPOR BARRIER' ��
�_ - -- --" TYPICAL FOUNDATION WALL:
x 4° CAP BLOCK
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o'? ° ° 02 ° ° x SILL ANCHOR BOLTS @ 6' -0' D.C.
d 16 "x8' CONCRETE FOOTING
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RR =13 INSULATION
DRYWALL
3/4" DECKING
SEE FLOOR FRAMING
PLAN FOR DETAILS
PERIMETER INSULATION
8" C.M.U. WALL
3/4" RIGID INSULATION
SIDING
116" WOOD BAND
BOARD W/ ALUM.
DRIP CAP
2'x4' TREATED
SILL PLATE
0 1/2' -
ANCHOR BOLTS
AT 6' -0" O.C.
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R -13 INSULATION
DRYWALL
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8" POURED
CONC. WALL
3/4" RIGID INSULATION
SIDING
i1'x6" WOOD BAND
BBOARD W/ ALUM.
-- ;DRIP CAP
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12 "x4" TREATED
(SILL PLATE
1 L
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° L A BOLTS
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38 FLOOR SYSTEM AT FOUNDATION
AT POURED CONCRETE WALL
1 "X2" DOOR TRIM
BY 0. H. DOOR
MANUFACTURER
2x WOOD FINISH
iDOOR FRAME MATERIAL
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fJ 2" OVERHEAD DOOR
4' CONC. SLAB ON GRADE !PROVIDE THICKENED j4" CONC. SLAB ON GRADE
! !SLAB AT FRONT 1W/ 6 MIL. VAPOR BARRIER
4' GRANULAR FILL j / 6"-8" GRANULAR FILL
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37 TYPICAL FOUNDATION AT GARAGE DOOR
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NOTE: OFFSET FACE OF STUD 112"
i FROM FACE OF FOUND. WALL
det.estF43 2'X4" TREATED 3/4° FLOOR DECKING
4 CONC. SLAB ON GRADE WOOD PLATE
W/ 6 MIL. VAPOR BARRIER , 21Xi0' FLOOR JOISTS
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SLOPE 2' TO DOOR 1 r — —
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((2i) RISERS A
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8' MIN. GRANULAR FILL ° v
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GG v ° TYPICAL FOUNDATION WALL:
w x 8" POURED CONCRETE WALL
x SILL ANCHOR BOLTS @ W-01 D.C.
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4' DRAIN TILE 4' DRAIN TILE
33 TYPICAL BASEMENT WALL AT GARAGE
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2 1X10" JOIST
3/4" FLOOR DECKING
2 "X10" JOISTS
TYPICAL FOUNDATION WALL:
x 8" CAP BLOCKS
x (3) 8" LINE BLOCK
SILL ANCHOR BOLTS @ 6' -0" O.C. PERIMETER INSULATION
x 16 "xB" CONCRETE FOOTING! DOWN TO GRANULAR FILL
40 MIN. GRANULAR FILL
OVER 6 MIL. VISOUEEN
VAPOR BARRIER
NOTE: OFFSET FACE OF STUD 112'
FROM FACE OF FOUND. WALL
2'X40 TREATED PLATE
i
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GRADE
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"X
OVERDIG� ,' y
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32 TYPICAL FOUNDATION AT tXTERIOR CRAWL WALL
12 "X10" FLOOR JOISTS
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3/4' FLOOR DECKING
NOTE: OFFSET FACE OF STUD 112'
FROM FACE OF FOUND. WALL
2 "x4' TREATED
iPLATE
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! GRADE
TYPICAL FOUNDATION WALL:! a d
x 8 POURED CONCRETE WALL,
x SILL ANCHOR BOLTS @ 6' -0 ° O. C . ! , ° �N
x 16'x8" CONCRETE FOOTIN' a OVERDIG
x /
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° 4" DRAIN TILE rG
4 CONCRETE SLAB ON GRADE A K <�
W/ 6 MIL. VAPOR BARRIER 4" DRAIN TILE r'
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GRANULAR FILL '/ o p O p o° o° %
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5' -0"
31 TYPICAL FOUNDATION WALL AT BASEMENT
GRANULAR FILL
TO 12" ABOVE
TOP OF FOOTING
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NOTE: OFFSET FACE OF STUD 112'
PROVIDE TREATED FROM FACE OF FOUND. WALL
BAND BOARD ATI
3/4" FLOOR DECKING CONCRETE SLAB AREA'
4' CONC. SLAB ON GRADE!
2 "X10" JOISTS G 2'X4' TREATED PLATE W/ 6 MIL. VAPOR BARRIER
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SLOPE 1/8' PER FOOT
PERIMETER INSULATION — —
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8 CAP BLOCK 0 00 00 00 0 00 0 °0 °o °0 °0
x (3) 8" LINE BLOCK o0 FOUNDATION WALL
SILL ANCHOR BOLTS @ 6' -0" O.C.
x 16 "x8" CONCRETE FOOTING , �' ° ' '
00 00 0. °0 °
4' MIN. GRANULAR FILL ` v d d v
OVER 6 MIL. VISOUEEN ~" ' ��'� a d ° e '
VAPOR BARRIER , — - v 16' -18' MIN. -
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SCRAWL B
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PERIMETER INSULATION
8" C.M.U. WALL
3/4" RIGID INSULATION
SIDING
116" WOOD BAND
BOARD W/ ALUM.
DRIP CAP
2'x4' TREATED
SILL PLATE
0 1/2' -
ANCHOR BOLTS
AT 6' -0" O.C.
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SIDING
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BBOARD W/ ALUM.
-- ;DRIP CAP
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(SILL PLATE
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° L A BOLTS
d L �'\ AT 6' -0" O.C.
38 FLOOR SYSTEM AT FOUNDATION
AT POURED CONCRETE WALL
1 "X2" DOOR TRIM
BY 0. H. DOOR
MANUFACTURER
2x WOOD FINISH
iDOOR FRAME MATERIAL
r --
fJ 2" OVERHEAD DOOR
4' CONC. SLAB ON GRADE !PROVIDE THICKENED j4" CONC. SLAB ON GRADE
! !SLAB AT FRONT 1W/ 6 MIL. VAPOR BARRIER
4' GRANULAR FILL j / 6"-8" GRANULAR FILL
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37 TYPICAL FOUNDATION AT GARAGE DOOR
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NOTE: OFFSET FACE OF STUD 112"
i FROM FACE OF FOUND. WALL
det.estF43 2'X4" TREATED 3/4° FLOOR DECKING
4 CONC. SLAB ON GRADE WOOD PLATE
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AT 16" O.C.
SLOPE 2' TO DOOR 1 r — —
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GG v ° TYPICAL FOUNDATION WALL:
w x 8" POURED CONCRETE WALL
x SILL ANCHOR BOLTS @ W-01 D.C.
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v it
v
°
a vs
v , / 14" CONC. SLAB ON GRADE
GRANULAR FILL TO o0 00 00 °0 00 ° ° v Wi 6 MIL. VAPOR BARRIER
12' ABOVE TOP OF 00 o0 00 00 °
0 00- 00. ° o °CONCRETE FOOTING o° p o° ° o° ° o° ° o v
°
00 ° 00 ° 00 ° o ° O ° °
v a
v v L 4' GRANULAR FILL
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o0 00 Oa o ° ° 0 00 00 Oo 00
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o° o° o o _ , ° o o° o°
4' DRAIN TILE 4' DRAIN TILE
33 TYPICAL BASEMENT WALL AT GARAGE
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2 1X10" JOIST
3/4" FLOOR DECKING
2 "X10" JOISTS
TYPICAL FOUNDATION WALL:
x 8" CAP BLOCKS
x (3) 8" LINE BLOCK
SILL ANCHOR BOLTS @ 6' -0" O.C. PERIMETER INSULATION
x 16 "xB" CONCRETE FOOTING! DOWN TO GRANULAR FILL
40 MIN. GRANULAR FILL
OVER 6 MIL. VISOUEEN
VAPOR BARRIER
NOTE: OFFSET FACE OF STUD 112'
FROM FACE OF FOUND. WALL
2'X40 TREATED PLATE
i
i
GRADE
x /
X.
"X
OVERDIG� ,' y
o0 o0 o0 00
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32 TYPICAL FOUNDATION AT tXTERIOR CRAWL WALL
12 "X10" FLOOR JOISTS
�AT16'O.C.
3/4' FLOOR DECKING
NOTE: OFFSET FACE OF STUD 112'
FROM FACE OF FOUND. WALL
2 "x4' TREATED
iPLATE
j 7v --
! GRADE
TYPICAL FOUNDATION WALL:! a d
x 8 POURED CONCRETE WALL,
x SILL ANCHOR BOLTS @ 6' -0 ° O. C . ! , ° �N
x 16'x8" CONCRETE FOOTIN' a OVERDIG
x /
T
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° 4" DRAIN TILE rG
4 CONCRETE SLAB ON GRADE A K <�
W/ 6 MIL. VAPOR BARRIER 4" DRAIN TILE r'
° d 00� 00 00 O ��
o ° 0 0
L , L ° 1 d d O- I °o Oo °o
r , °' ° ° ° O O O O
a v e v s s �
4" MIN. ° ° ° ° ° ° , d ° ° d o 00 00
O° O° O° O° O° 1d v O° O° Op I
�--. O O O O ° O O O
GRANULAR FILL '/ o p O p o° o° %
/ O O d d O O
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5' -0"
31 TYPICAL FOUNDATION WALL AT BASEMENT
GRANULAR FILL
TO 12" ABOVE
TOP OF FOOTING
det.estF31
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NOTE: OFFSET FACE OF STUD 112'
PROVIDE TREATED FROM FACE OF FOUND. WALL
BAND BOARD ATI
3/4" FLOOR DECKING CONCRETE SLAB AREA'
4' CONC. SLAB ON GRADE!
2 "X10" JOISTS G 2'X4' TREATED PLATE W/ 6 MIL. VAPOR BARRIER
L�
SLOPE 1/8' PER FOOT
PERIMETER INSULATION — —
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ti TYPICAL FOUNDATION WALL: 0 °0 °0 °0 00 00 0 °0 °0 °0 °0' "\�j °° °° °° °° °° °° ° 0. ° 00 ° °° SEE TYPICAL
8 CAP BLOCK 0 00 00 00 0 00 0 °0 °o °0 °0
x (3) 8" LINE BLOCK o0 FOUNDATION WALL
SILL ANCHOR BOLTS @ 6' -0" O.C.
x 16 "x8" CONCRETE FOOTING , �' ° ' '
00 00 0. °0 °
4' MIN. GRANULAR FILL ` v d d v
OVER 6 MIL. VISOUEEN ~" ' ��'� a d ° e '
VAPOR BARRIER , — - v 16' -18' MIN. -
i' -4" GRANULAR FILL
FZg TYPICAL PATIO FOUNDATION AT CRAWL WALL
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