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54'-0" OUT /OUT
VENT I —VENT
PORCH SLAB
4" GONG. ON
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o 24" O.C. MAX
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21'-41/4' GRANL SPAGE
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12'-21/4"
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12'-21/4"
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ry
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14" 1' IM J015T5
o 24 O.G. HAX
22'-&"
Yll,
BRICK LEDGE
141-411
t �Zl_
FFF —1
L _J
14" TRIM J015T5
a 24" O.G. MAX
36" X 561,
GONG. FOOTING
-T-111/2' F —1 —1
+ E I I
L �-J�P�IEERWTY�PJ L
BLOCK UP
FROM TOP OF
rl`rZ TO LE--,/EL
Vi/ TOP OF
FLOOR J015T
--i
L + _J
13'-41/4"
m II
14' TRIM J015T5 II
0 24" O.C. MAX
II
W-0 114"
ZI: I I I " I
T
PORCH SLAB
4" GONG. ON
4" MIL GRAVEL
+
7
14- TRIM J015T5
a 24" O.C. MAX
X
L LA5TER
2'--7 5/4" 51--71/211
6 50
�ilT 771
Q4 A9� CAS
11 r -URN F
v
2'-011
F_
11'-2 112' II
OARAOE 5LAf3
NOT EXCAVATED
SLOPE 2"
HOLD BLOCK DOWN
AT GARAGE DOOR OPENING
3 II
MIN& V4AL
3' -O"
2510"
FOUNDATION NOTES:
I. ALLOWABLE 501L PRE55ME 2000 F>51.
2. FLOOR SLAB AREAS TO BE COMPACTED TO q5%
MAX. DRY DENSITY.
5. STANDARD BASEMENT AND GARAGE SLAB TO BE
4" CONCRETE ON & MIL. BAFOR BARRIER OVER
4" GRAVEL FILL.
4. STRUCTURAL 6ONGRETE FOOTIN65 TO BE 2500
F151, 5LAB5 3500 P51.
5. BOTTOM OF ALL FOOTINGS TO BE SET BELOW
LOCAL FROST LINE. SEE DETAILS.
6. PROVIDE ANCHOR BOLTS 112"Pl^. x 10" 5TARTIN6
a fo" FPOM EACH CORNER a 6-0" O.C. AND AT
EAGH510E OF ALL OPENIN&5, MIN. (2) PER PIECE
OF SILL.
-7. CRAWL SPACE:
A. PROVIDE MIN. 4" GRAVEL OVER & MIL
POLY VAPOR BARRIER.
B. DEPTH OF GRAVlL TO BE MIN. 2--0", BOTTOM
OF JOIST TO GRAVEL.
@MA5ONf:ZY COND.
PROVIDE 4" X 4"
MASONRY LEDGE MAIN LEVEL
TOP OF FOUND. WALL
DETAIL
SOD TOTAL YARD
5GALE: 1/4"=l'-0"
REF. STRUCTURAL SHEET FOR GENERAL FRAMING NOTES. NOTE:
V
7z
< J:
LW Z
�D <
<
<
<
Z 0-
0- <
0
d)
-4-1
O
2
Feb. 15, Iclq5
L
,31LOCK Lr
?'ROM TOP Of
PIER TO LEVEL
[/TOP OF
LOOR J015T
II
14" 1' IM J015T5
o 24 O.G. HAX
22'-&"
Yll,
BRICK LEDGE
141-411
t �Zl_
FFF —1
L _J
14" TRIM J015T5
a 24" O.G. MAX
36" X 561,
GONG. FOOTING
-T-111/2' F —1 —1
+ E I I
L �-J�P�IEERWTY�PJ L
BLOCK UP
FROM TOP OF
rl`rZ TO LE--,/EL
Vi/ TOP OF
FLOOR J015T
--i
L + _J
13'-41/4"
m II
14' TRIM J015T5 II
0 24" O.C. MAX
II
W-0 114"
ZI: I I I " I
T
PORCH SLAB
4" GONG. ON
4" MIL GRAVEL
+
7
14- TRIM J015T5
a 24" O.C. MAX
X
L LA5TER
2'--7 5/4" 51--71/211
6 50
�ilT 771
Q4 A9� CAS
11 r -URN F
v
2'-011
F_
11'-2 112' II
OARAOE 5LAf3
NOT EXCAVATED
SLOPE 2"
HOLD BLOCK DOWN
AT GARAGE DOOR OPENING
3 II
MIN& V4AL
3' -O"
2510"
FOUNDATION NOTES:
I. ALLOWABLE 501L PRE55ME 2000 F>51.
2. FLOOR SLAB AREAS TO BE COMPACTED TO q5%
MAX. DRY DENSITY.
5. STANDARD BASEMENT AND GARAGE SLAB TO BE
4" CONCRETE ON & MIL. BAFOR BARRIER OVER
4" GRAVEL FILL.
4. STRUCTURAL 6ONGRETE FOOTIN65 TO BE 2500
F151, 5LAB5 3500 P51.
5. BOTTOM OF ALL FOOTINGS TO BE SET BELOW
LOCAL FROST LINE. SEE DETAILS.
6. PROVIDE ANCHOR BOLTS 112"Pl^. x 10" 5TARTIN6
a fo" FPOM EACH CORNER a 6-0" O.C. AND AT
EAGH510E OF ALL OPENIN&5, MIN. (2) PER PIECE
OF SILL.
-7. CRAWL SPACE:
A. PROVIDE MIN. 4" GRAVEL OVER & MIL
POLY VAPOR BARRIER.
B. DEPTH OF GRAVlL TO BE MIN. 2--0", BOTTOM
OF JOIST TO GRAVEL.
@MA5ONf:ZY COND.
PROVIDE 4" X 4"
MASONRY LEDGE MAIN LEVEL
TOP OF FOUND. WALL
DETAIL
SOD TOTAL YARD
5GALE: 1/4"=l'-0"
REF. STRUCTURAL SHEET FOR GENERAL FRAMING NOTES. NOTE:
V
7z
< J:
LW Z
�D <
<
<
<
Z 0-
0- <
0
d)
-4-1
O
2
Feb. 15, Iclq5
F_
11'-2 112' II
OARAOE 5LAf3
NOT EXCAVATED
SLOPE 2"
HOLD BLOCK DOWN
AT GARAGE DOOR OPENING
3 II
MIN& V4AL
3' -O"
2510"
FOUNDATION NOTES:
I. ALLOWABLE 501L PRE55ME 2000 F>51.
2. FLOOR SLAB AREAS TO BE COMPACTED TO q5%
MAX. DRY DENSITY.
5. STANDARD BASEMENT AND GARAGE SLAB TO BE
4" CONCRETE ON & MIL. BAFOR BARRIER OVER
4" GRAVEL FILL.
4. STRUCTURAL 6ONGRETE FOOTIN65 TO BE 2500
F151, 5LAB5 3500 P51.
5. BOTTOM OF ALL FOOTINGS TO BE SET BELOW
LOCAL FROST LINE. SEE DETAILS.
6. PROVIDE ANCHOR BOLTS 112"Pl^. x 10" 5TARTIN6
a fo" FPOM EACH CORNER a 6-0" O.C. AND AT
EAGH510E OF ALL OPENIN&5, MIN. (2) PER PIECE
OF SILL.
-7. CRAWL SPACE:
A. PROVIDE MIN. 4" GRAVEL OVER & MIL
POLY VAPOR BARRIER.
B. DEPTH OF GRAVlL TO BE MIN. 2--0", BOTTOM
OF JOIST TO GRAVEL.
@MA5ONf:ZY COND.
PROVIDE 4" X 4"
MASONRY LEDGE MAIN LEVEL
TOP OF FOUND. WALL
DETAIL
SOD TOTAL YARD
5GALE: 1/4"=l'-0"
REF. STRUCTURAL SHEET FOR GENERAL FRAMING NOTES. NOTE:
V
7z
< J:
LW Z
�D <
<
<
<
Z 0-
0- <
0
d)
-4-1
O
2
Feb. 15, Iclq5
V
7z
< J:
LW Z
�D <
<
<
<
Z 0-
0- <
0
d)
-4-1
O
2
Feb. 15, Iclq5
LW Z
�D <
<
<
<
Z 0-
0- <
0
d)
-4-1
O
2
Feb. 15, Iclq5