HomeMy WebLinkAbout1099.95.40
BRICK VENEER
3/4' INSULATION SHEATHING
R -13 BATT INSULATION
W/ 2 MIL. VAPOR BARRIER
NOTE: OFFSET FACE OF STUD 112"
FROM FACE OF FOUND. WALL
112" DRYWALL
14` CONC. SLAB ON GRADE
IW/ 6 MIL. VAPOR BARRIER OVER _
- - -- ° J 121X 2' CONTINUOUS PERIMETER INSULATION
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FIN. GRADE io.. 0° PROVIDE ANCHOR BOLTS AT 6' O.C.
• 7f'� �st'T e C _°o o 0 —_� 12` GRANULAR FILL
° v v
TYPICAL FOUNDATION WALL:
m o 8 L BLOCK ON 12 CAP BLOCK
v a 16 °x24° CONT. CONC. TRENCH
vv
° a a FOOTING ON VIRGIN SOIL OR
A W/ (2) #4 BARS CONT . ON
�`-- i v° v v° v v°
- - -- ` CERTIFIED COMPACTED FILL W/
MIN. BEARING CAPACITY OF
1' -4' 2,000 P.S.F.
F24 EXTERIOR WALL AT HOUSE SLAB'FOUNDATION
det.estF24
NOTE: OFFSET SILL PLATE 112' FROM
INTERIOR FACE OF FOUND. WALL
2 1X4` TREATED
4" CONC. SLAB ON GRADE WOOD PLATE i 3/4° FLOOR DECKING
W/ 6 MIL. VAPOR BARRIER 2'X10° FLOOR JOISTS
1 AT 16N O.C.
SLOPE 2' TO DOOR
- v v
a °° d (2) RISERS AT 7 3/4' EACH
v
00 00 00 00 00 a
9` TREAD
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8" MIN. GRANULAR FILL
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TYPICAL FOUNDATION WALL:
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is a x SILL ANCHOR BOLTS @ 6'-O° O.C.
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3 x 161X8' CONCRETE FOOTING
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4' CONC. SLAB ON GRADE
GRANULAR FILL TO . 00 00 o0 00 ov W/ 6 MIL. VAPOR BARRIER
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CONCRETE FOOTING °0 °o 00 °o j
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41. DRAIN TILE ' DRAIN TILE
60 TYPICAL_ BASEMENT WALL AT GARAGE
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NOTE: OFFSET FACE OF STUD 112 R -13 INSULATION
FROM FACE OF FOUND. WALL —�
DRYWALL
3/4 DECKING
ANCHOR BOLTS
AT 6' -0' O.C. -
SEE FLOOR FRAMING
PLAN FOR DETAILS
TYPICAL FOUNDATION WALL: cmj
8' POURED CONCRETE WALL = I -
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3/4" RIGID INSULATION
BRICK'VENEER
2 "x4' TREATED
tSILL PLATE
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TYPICAL FOUNDATION WALL:
EXTERIOR
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F50 TYPICAL
BASEMENT EXTERIOR
WALL
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00 00 00
AT BRICK LOCATIONS
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3/41
RIGID INSULATION
NOTE:
OFFSET FACE OF STUD 112"
00
PROVIDE TREATED I I
°0 00 o0
FROM FACE OF FOUND. WALL
BAND BOARD AT
00 00 00
00
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1121 EXPANSION MATERIAL CONCRETE SLAB AREA
°o 00 °o 00
NOTE: OFFSET FACE OF STUD 112'
FROM FACE OF FOUND. WALL
BRICK VENEER
3/41 INSULATION SHEATHING
4" CONC. SLAB W /THICKENED EDGE
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1121 EXPANSION JOINT MATERIAL d d d ° d vL _j
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TYPICAL FOUNDATION WALL:
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NOTE: OFFSET FACE OF STUD 112'
FROM FACE OF FOUND. WALL
BRICK VENEER
3/41 INSULATION SHEATHING
4" CONC. SLAB W /THICKENED EDGE
0
1121 EXPANSION JOINT MATERIAL d d d ° d vL _j
° v °
1121 DRYWALL
PROVIDE ANCHOR BOLTS AT 6' O.C.
4° CONC. SLAB ON GRADE
W/ 6 MIL. VAPOR BARRIER OVER
2 1X 2' CONTINUOUS PERIMETER INSULATION
12' GRANULAR FILL
TYPICAL FOUNDATION WALL:
8' °L° BLOCK ON 8' C.M.U.
j 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.
AT BRICK LOCATIONS det.estF61
�, I NOTE: OFFSET FACE OF STUD 112"
4" CONC. SLAB ON GRADE i FROM FACE OF FOUND. WALL 3/4' FLOOR DECKING
PROVIDE THICKENED
SLAB AT FRONT SLOPE 1/8" PER FOOT -
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0 00 o0 0 00 00 00 00 00 ° ° I 2'X4' TREATED
TYPICAL FOUNDATION WALL: I o. o. O. o� o° o° o° o° o° °d° vi WOOD PLATE
0 0 0 0 0 0 0 0 0 °
8' CAP BLOCK 00 °o o °o °o °o 00 v
x (3) 8' LINE BLOCK! °0 °o 00 00 °° °° °° °° ° ° `I
° 0. ° v
x 16`X8" CONCRETE FOOTING ° 0° y �- TYPICAL FOUNDATION WALL:
° ° ° d - x 8' POURED CONCRETE WALL
v LLJ
° a ° ° SILL ANCHOR BOLTS @ 6'-Om D.C.
v
0 c ! 16 1X8' CONCRETE FOOTING
INLa p ° v v ° 164-181 MIN. GRANULAR FILL —
° v ° v 4�V I
V v° v v v°
° v
GRANULAR FILL TO °
° d vl � 4' CONC. SLAB ON GRADE
12' ABOVE TOP OF 0 0 0 ° v W/ 6 MIL. VAPOR BARRIER
CONCRETE FOOTING 00 °o 00- 00 00. °o 00- °o v °
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i' -ii' MIN. ° ° °
1' -4° GRANULAR FILL
TYPICAL POACH FOUNDATION AT CRAWL WALL
AT BRICK LOCATIONS
55 TYPICAL PATIO FOUNDATION AT BASEMENT WALL
AT SIDING LOCATIONS
3/4' FLOOR DECKING NOTE: OFFSET FACE OF STUD 112'
FROM FACE OF FOUND, WALL
BRICK VENEER 2 "X10' JOISTS
(TYPICAL FOUNDATION WALL:
8' L -BLOCK
(3) 81 LINE BLOCK
1 112' PERIMETER INSULATION x SILL ANCHOR BOLTS @ 6' -0' O.C.
GRADE DOWN TO GRANULAR FILL x 16 °x8' CONCRETE FOOTING
TYPICAL FOUNDATIO WALL: OVERDIG
x 4' CAP BLOCK
x (4) 8' LINE BLOCK 4' MIN. GRANULAR FILL
x 16 °x8, CONCRETE FOOTING UNDER 6 MIL. VISOUEEN
VAPOR BARRIER
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EXTERIOR
WALL
AT PORCH
1121 DRYWALL
PROVIDE ANCHOR BOLTS AT 6' O.C.
4° CONC. SLAB ON GRADE
W/ 6 MIL. VAPOR BARRIER OVER
2 1X 2' CONTINUOUS PERIMETER INSULATION
12' GRANULAR FILL
TYPICAL FOUNDATION WALL:
8' °L° BLOCK ON 8' C.M.U.
j 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.
AT BRICK LOCATIONS det.estF61
�, I NOTE: OFFSET FACE OF STUD 112"
4" CONC. SLAB ON GRADE i FROM FACE OF FOUND. WALL 3/4' FLOOR DECKING
PROVIDE THICKENED
SLAB AT FRONT SLOPE 1/8" PER FOOT -
d ° d v° b, d V° d ° d v 4 vQ v v a vo o '� SEE FLOOR FRAMING
v v v
° ° 0 ° o - -- — PLAN FOR JOIST LAYOUTS
1 i/2° °. oe oe . °° °- °. °- o°
0 0 0 0 0 0 0 0 o v°
0 00 o0 0 00 00 00 00 00 ° ° I 2'X4' TREATED
TYPICAL FOUNDATION WALL: I o. o. O. o� o° o° o° o° o° °d° vi WOOD PLATE
0 0 0 0 0 0 0 0 0 °
8' CAP BLOCK 00 °o o °o °o °o 00 v
x (3) 8' LINE BLOCK! °0 °o 00 00 °° °° °° °° ° ° `I
° 0. ° v
x 16`X8" CONCRETE FOOTING ° 0° y �- TYPICAL FOUNDATION WALL:
° ° ° d - x 8' POURED CONCRETE WALL
v LLJ
° a ° ° SILL ANCHOR BOLTS @ 6'-Om D.C.
v
0 c ! 16 1X8' CONCRETE FOOTING
INLa p ° v v ° 164-181 MIN. GRANULAR FILL —
° v ° v 4�V I
V v° v v v°
° v
GRANULAR FILL TO °
° d vl � 4' CONC. SLAB ON GRADE
12' ABOVE TOP OF 0 0 0 ° v W/ 6 MIL. VAPOR BARRIER
CONCRETE FOOTING 00 °o 00- 00 00. °o 00- °o v °
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0 °
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0 0 0 0 o °
A v
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0 0 0 o v
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41 DRAIN TILE 4' DRAIN TILE
0 0 0 0 �
d v° d ° d
°
r� d ° v d d ' ° v ° q v°
i' -ii' MIN. ° ° °
1' -4° GRANULAR FILL
TYPICAL POACH FOUNDATION AT CRAWL WALL
AT BRICK LOCATIONS
55 TYPICAL PATIO FOUNDATION AT BASEMENT WALL
AT SIDING LOCATIONS
3/4' FLOOR DECKING NOTE: OFFSET FACE OF STUD 112'
FROM FACE OF FOUND, WALL
BRICK VENEER 2 "X10' JOISTS
(TYPICAL FOUNDATION WALL:
8' L -BLOCK
(3) 81 LINE BLOCK
1 112' PERIMETER INSULATION x SILL ANCHOR BOLTS @ 6' -0' O.C.
GRADE DOWN TO GRANULAR FILL x 16 °x8' CONCRETE FOOTING
TYPICAL FOUNDATIO WALL: OVERDIG
x 4' CAP BLOCK
x (4) 8' LINE BLOCK 4' MIN. GRANULAR FILL
x 16 °x8, CONCRETE FOOTING UNDER 6 MIL. VISOUEEN
VAPOR BARRIER
TYPICAL BRICK VENEER WALL AT CRAWL SPACE
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DATE:
5/25/95
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