HomeMy WebLinkAboutS003 - 7GGGA
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G R A N U L A R FIL
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4"
MIN
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G R A N U L A R FIL
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4" MIN
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G R A N U L A R FIL
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SL
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6 MIL
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B A R R I E R OV
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4" MIN
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G R A N U L A R FIL
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40
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36
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5
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7
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8"
3"
15
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- 1"
4'
- 6 1/
4
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12
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- 6 3 /4
"
6' - 7"
8
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6
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9
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3
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2
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1
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2
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1
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4
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6
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1
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6
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8"
1'
- 8"
8"
3
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-
8
"
2
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3'
- 0"
8'
- 0"
2' - 0"
12
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- 0"
8
"
5
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4
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1
8
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2
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1
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2
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3
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2
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1
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1
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7
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8
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8
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5
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-
0
"
8
"
8"
20
'
- 4"
8"
15
'
- 0"
8"
15
'
- 4"
8"
18
'
- 10
1/
4
"
2'
- 0"
1'
- 10
3 /4
"
1'
- 0"
8"
17
'
- 4"
8"
6'
- 0"
8"
8
"
5
'
-
4
"
1
8
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2
"
1
'
-
4
"
1
7
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2
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8
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6
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6
'
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0
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1
'
-
0
"
8
"
8"
40
'
- 0"
12
'
- 0"
8"
8"
21
'
- 0"
8"
8"
52
'
- 0"
8"
1'
- 4"
21
'
- 8"
15
'
- 0"
16
'
- 8"
54
'
- 8"
18
'
- 8"
3'
- 0"
8'
- 10
"
DR
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4'
- 8"
8' - 2"
6'
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4'
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6' - 0"
22
'
- 4"
13
'
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6'
- 0"
13
'
- 4"
10
'
- 8 1 /4
"
10
1/
4
"
54
'
- 8"
3
4
'
-
8
"
5
1
'
-
4
"
7
'
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8
"
24
"
X
2
4
"
X
1
2
"
CO
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FO
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36
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16
"
X 8" CO
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D
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16
"
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S
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FO
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24
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PA
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51
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PA
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3
'
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0
"
5
'
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8
"
2
'
-
8
"
8"
15
'
- 4"
8'
- 5"
6' - 10
"
5'
- 6"
2
'
-
0
"
1
6
'
-
2
"
3
'
-
0
"
5
'
-
8
"
11
'
- 10
"
10
'
- 11
"
2'
- 0"
3'
- 6"
1'
- 0"
2
'
-
0
"
8"
2'
- 0"
15
'
- 2"
4'
- 3"
13
'
- 11
"
3'
- 0"
13
'
- 8"
8"
16
'
- 0"
8
'
-
0
"
2
2
'
-
0
3
/
4
"
3
'
-
0
"
1
7
'
-
7
1
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4
"
36
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X
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6
"
X
1
2
"
CO
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PA
D
FO
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3'
- 2"
8"
1
3
'
-
7
1
/
2
"
5
'
-
6
"
1'
- 4"
8'
- 11
"
11
'
- 10
1/
2
"
40
4
0
G
L
9
3
'
-
8
"
5
'
-
8
"
5
3
'
-
0
"
2
'
-
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"
3
3
'
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36
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X
3
6
"
X
1
2
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CO
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PA
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FO
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9
3
'
-
8
"
1'
- 8"
15
'
- 0"
SPECIAL WALL - SEE PRINT FOR NOTES
POURED WALL WITH BRICK / STONE
POURED CONCRETE WALL
CONTINUOUS FOOTING
POURED WALL GRADE BEAM
BEAM ABOVE (SIZE/TYPE NOTED)W SHAPE STEEL BEAM
WALL PLATE ANCHOR BOLT LINE MARKER
FOUNDATION PLAN LEGEND FOUNDATION NOTES:
1. ALL FOUNDATION WALLS TO BE 8" THICK UNLESS NOTHER OTHERWISE (U.N.O.)
2. DIMENSIONS ARE TO FACE OF WALL TYPICAL (U.N.O.)
3. TOP OF STEEL BEAMS TO ALIGN WITH TOP OF FOUNDATION WALLS U.N.O.
4. TOP OF CRAWL BEAMS TO ALIGN WITH BOTTOM OF FLOOR JOISTS (U.N.O.)
5. FOUNDATION DIMENSIONS TO 8" PORTION OF FOUNDATION WALL (U.N.O.)
6. ALL BASEMENT POURED CONCRETE WALLS TO BE 9'0" IN HEIGHT (U.N.O.)
7. ANCHOR BOLTS TO BE INSTALLED WITHIN 12" FROM EACH CORNER AND EVERY 6" O.C/ THERE AFTER
DE
P
T
H
WIDTH
SEE FOUNDATION PLAN FOR
PAD DIMENSIONS
METAL ANCHOR PLATE
3 1/2" DIA. ADJUSTABLE STEEL
COLUMN
4" CONCRETE SLAB ON GRADE
4" MIN. GRANULAR FILL ON 6 MIL VISQUEEN
VAPOR BARRIERDE
P
T
H
WIDTH
SEE FOUNDATION PLAN FOR
UNDER SLAB FOOTING
DIMENSIONS
TREATED SILL PLATE.
BEARING WALL. SEE FRAMING
PLAN.
4" CONCRETE SLAB ON GRADE
4" MIN. GRANULAR FILL ON 6 MIL VISQUEEN
VAPOR BARRIER
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5/22/2018
4:11:18 PM
S1
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F O U N D A T I O N PL
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1/
4
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= 1'
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1
FO
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PL
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3/4" = 1'-0"6 TYPICAL FOUNDATION AT COLUMN
3/4" = 1'-0"7 TYPICAL UNDER SLAB FOOTING
Re
v
.
No
.
Da
t
e
De
s
c
r
i
p
t
i
o
n
By Jaclyn Hanson at 4:12 pm, May 22, 2018
06/04/18
William Hohlt