HomeMy WebLinkAbout0213.95.2O
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54' -8" OUT /OUT
24' -10'
-
2' -4 1/2" ' -3 I/2'
F:' -111 14' -4" r2l
14' -2"
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PILASTER
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14" TRIM_ JOI5T
24" O.G. MAX
3 -"111
GRANL SWAGE
13' -10 1/4"
36" X 3611 X 12"
GONG. FOOTING
11
ql�
_ (TYP) I I
8" X I6" PIER F (TYP) 2
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t 14" TRIM -DIST 24" O.G. MAX
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PILASTER (TYP) I
II
II
II
II
I I OARAOE 5LAE3
NOT EXCAVATED
SLOPE 2"
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m I I HOLD BLOCK DOWN
AT GARAGE DOOR OPENING
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FOUNDATION NOTES:
I. ALLOWABLE SOIL PRESSURE 2000 P51.
2. FLOOR 5LAB AREAS TO BE COMPACTED TO q5%
MAX. DRY DENSITY.
3. STANDARD BASEMENT AND GARAGE SLAB TO BE
4" CONCRETE ON 6 MIL. BAPOR BARRIER OVER
4" GRAVEL FILL. OMIT VAPOR BARRIER ® GARAGE.
4. STRUCTURAL CONCRETE FOOTINGS TO BE 2500
PSI, 5LA65 3500 PSI.
5. BOTTOM OF ALL FOOTINGS TO BE SET BELOW
LOCAL FR05T LINE. SEE DETAILS.
6. PROVIDE ANCHOR BOLTS 1 12 "DIA. x 10" 5TARTING
® 6" FROM EACH CORNER ® 6-0" O.G. AND AT
EACH 51DE OF ALL OPENING5, MIN. (2) PER PIECE
OF 51 LL.
-1. GRAWL.51PAGE:
A. PROVIDE MIN. 4" GRAVEL OVER 6 MIL
POLY VAPOR BARRIER.
B. DEPTH OF GRAWL TO BE MIN. 2' --0 ", BOTTOM
OF J015T TO GRAVEL.
It
MASONRY LEDGE Q
WHERE APPLICABLE -L
4
24"
(TYP. ALL)
DETAIL I
MAIN LEVEL FIN. FLR.
TOP OF FOUND. WALL
®MA50NRY GOND. N
PROVIDE 4 "X8"
MASONRY LEDDGE i MAIN LEVEL FIN. FLR.
DETAIL(2
_ ■ice - -
5GALE: 114"=l'-0"
NOTE: REF. STRUCTURAL SHEET FOR GENERAL FRAMING NOTES.
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' 4'
L REVERSE
8" L
E BUCK
WIND W
1_3"
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BLOCK
10' -6"
01 -4"
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— — —
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PORCH SLAB
NOT EXCAVATED
I16
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2
BEAM POCKET
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x
14" TRIM J015T
°
24" O.G. MAX
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221-0"
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BASEMENT
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P05T ON
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3611 X 3611
FOOTING
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14' TRIM JOIST
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24" O.G. I
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ICKEN
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15 -a I/2
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13'-6 1/2 "
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tt
-
2' -4 1/2" ' -3 I/2'
F:' -111 14' -4" r2l
14' -2"
■
H I L —
m I
m � I
PILASTER
J
v24' -8"
X
A
�
m
�- q I
L J
14" TRIM_ JOI5T
24" O.G. MAX
3 -"111
GRANL SWAGE
13' -10 1/4"
36" X 3611 X 12"
GONG. FOOTING
11
ql�
_ (TYP) I I
8" X I6" PIER F (TYP) 2
m I m 1 I
L
t 14" TRIM -DIST 24" O.G. MAX
Iz
PILASTER (TYP) I
II
II
II
II
I I OARAOE 5LAE3
NOT EXCAVATED
SLOPE 2"
I
I II
m I I HOLD BLOCK DOWN
AT GARAGE DOOR OPENING
I
I ;I
I
I
III
(V
4
2
is
=r
m
(V
N
N
FOUNDATION NOTES:
I. ALLOWABLE SOIL PRESSURE 2000 P51.
2. FLOOR 5LAB AREAS TO BE COMPACTED TO q5%
MAX. DRY DENSITY.
3. STANDARD BASEMENT AND GARAGE SLAB TO BE
4" CONCRETE ON 6 MIL. BAPOR BARRIER OVER
4" GRAVEL FILL. OMIT VAPOR BARRIER ® GARAGE.
4. STRUCTURAL CONCRETE FOOTINGS TO BE 2500
PSI, 5LA65 3500 PSI.
5. BOTTOM OF ALL FOOTINGS TO BE SET BELOW
LOCAL FR05T LINE. SEE DETAILS.
6. PROVIDE ANCHOR BOLTS 1 12 "DIA. x 10" 5TARTING
® 6" FROM EACH CORNER ® 6-0" O.G. AND AT
EACH 51DE OF ALL OPENING5, MIN. (2) PER PIECE
OF 51 LL.
-1. GRAWL.51PAGE:
A. PROVIDE MIN. 4" GRAVEL OVER 6 MIL
POLY VAPOR BARRIER.
B. DEPTH OF GRAWL TO BE MIN. 2' --0 ", BOTTOM
OF J015T TO GRAVEL.
It
MASONRY LEDGE Q
WHERE APPLICABLE -L
4
24"
(TYP. ALL)
DETAIL I
MAIN LEVEL FIN. FLR.
TOP OF FOUND. WALL
®MA50NRY GOND. N
PROVIDE 4 "X8"
MASONRY LEDDGE i MAIN LEVEL FIN. FLR.
DETAIL(2
_ ■ice - -
5GALE: 114"=l'-0"
NOTE: REF. STRUCTURAL SHEET FOR GENERAL FRAMING NOTES.
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March 5, IcIc
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March 5, IcIc