HomeMy WebLinkAboutS001 - FOUNDATION PLANGeneral Notes
1.01
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:
1
/
8
"
=
1
'
-
0
"
8/
3
1
/
1
2
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Contract Drawn By:
Coordinator's Name:
ALV-0055-00-Sebastian 2-Story.dwg Mar 22, 2023 - 1:32pm
Coordinator's Phone #:
Phone #:
Original Site Specific Dwg. &
Effective Change Order Date:
Contract Revisions: (#, Date, By, Description)
Sheet No.
Subdivision:
Job #:
Customer Name:
Job Address:
LJR
M. HYATT
859.578.4290
3/6/23
ALBANY VILLAGE
ALV-0055-00
KIDWAI
14405 MARSDALE PLACE
Key Notes
2x4 NOTCH FOR GARAGE FLOOR SUPPORT; HEIGHT TO BE FIELD DETERMINED
OUTLINE OF BASEMENT STAIRS
8"W x 8"H x 4"D BEAM POCKET
CONTINUOUS FOOTING AND FOUNDATION - DROP TO BE FIELD DETERMINED
BOTTOM OF WINDOW SILL TO BE A MAX 40" A.F.F.
3-1/2"Ø ADJ. (11 GA.) STEEL COLUMN 13K MIN CAPACITY (ASD) ON 36"x36"x12" PLAIN CONC. FOOTING
5'-0" DIAMETER AREA SLOPED TO DRAIN, 2" LOWER THAN TOP OF SLAB
REFER TO SHEET S-1A FOR GARAGE SLAB DETAILS
GARAGE SLAB TO BE HELD A MINIMUM OF 4" BELOW TOP OF FOUNDATION AND IS TO SLOPE 1/4" PER FOOT
TOWARDS GARAGE DOOR
OUTLINE OF CONCRETE PORCH SLAB ABOVE (1-1/2" OVERHANG TYP.)
HOLD TOP OF FOUNDATION EVEN WITH MAIN WALL FOR CONCRETE PORCH SLAB SUPPORT
- REFER TO SHEET 0N.1 FOR GENERAL NOTES.
- ALL FOUNDATION WALLS TO BE 9' TALL AND 8" THICK UNLESS OTHERWISE NOTED.
- OVERALL FOUNDATION WALL HEIGHT MAY VARY UP TO 1".
SEE SHEET ON.1 FOR VERTICAL FOUNDATION WALL
SEE SPECIFICATION MANUAL DETAIL FOR PORCH CONSTRUCTION
LINE OF STUD WALL/PORCH SLAB ABOVE
8"x16" THICKENED CONCRETE FOOTING
A
5.01
17
'
-
5
"
9
10'-31
2" TO C.L. OF COLUMN
9
11
4'-11"
19
2
15
'
-
1
1
1 4"
TO
C
.
L
.
O
F
B
E
A
M
17
'
-
1
"
TO
C
.
L
.
O
F
B
E
A
M
1
4'-6"
C.L. OF COLUMN
15'-101
2"
TO C.L. OF COLUMN
FULL BASEMENT
15
'
-
5
"
10"W x 8H x 4"D BEAM POCKET
A
7.01
--
--
--
2'-11" TO
C.L. OF
DRAIN
24
'
-
0
1 2"
9
12
'
-
3
1 2"
TO
C
.
L
.
O
F
B
E
A
M
CJ
3
W8x10 STEEL BEAM CONTINUOUS
W8x10 STEEL BEAM
W10x26 STEEL BEAM
SPLICE BEAM
HERE IF REQ.
(2)3-1/2" DIA. ADJ. (11 GA.) STEEL COLUMN ON 42"x42"x12" CONC. FOOTING WITH #4 BARS @ 12" O.C. EWB
40
4
0
E
G
R
E
S
S
15'-41
2"
TO C.L. OF COLUMN
END JOIST
8'
-
0
1 4"
TO
C
.
L
.
O
F
B
E
A
M
W10x26 STEEL BEAM
19 20
3'
-
3
3 4"
T
O
C.
L
.
O
F
F
T
G
.
14'-33
4" TO C.L.
OF COLUMN
6'-10" TO C.L.
OF COLUMN
14
8"
8'
-
3
1 2"
9'-10"
15
8"
8"
10'-6"
17
10
10
'
-
0
"
8"
8'-6"8"
2
4
UNEXCAVATED
12'-71
2"
TO C.L. OF COLUMN 9
12'-4"
TO C.L. OF COLUMN4
10
'
-
0
3 4"
TO
C
.
L
.
O
F
B
E
A
M
18
'
-
6
"
TO
C
.
L
.
O
F
D
R
A
I
N
4
14
'
-
0
"
TO
C
.
L
.
O
F
B
E
A
M
W8x10 STEEL BEAM
9
1'
-
0
"
11
'
-
2
1 2"
14
'
-
3
1 2"
58
'
-
0
"
2'-0"
CONTROL JOINT LOCATION GUIDELINES.
EL
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1
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28
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30
4
3-1/2" ADJ. STEEL PIPE COLUMN w/ 24K MIN. CAPACITY (ASD) ON A 48"x48"x12" CONC. FOOTING w/ #4
BOTTOM BARS @ 12" O.C. EACH WAY
7'-1" FOOTING
17'-31
2"
63'-1"
12'-4"
TO C.L. OF COLUMN
A
7.01
10'-1" TO C.L. OF COLUMN
07
/
1
8
/
1
8
W
J
S
19'-4"
UNEXCAVATED
13
8
12
12
9'-0"16'-0"2'-0"
5
12
20
'
-
2
"
1'-0"
2'-6"
10
'
-
0
"
12
'
-
6
"
22
'
-
6
"
1'-0"
9'-6"
81'-11"
81'-11"
74'-11"
35
'
-
6
"
10
'
-
0
"
20'-0"
WHEN OVERDIG WIDTH EXCEEDS 2' AND FILL
DEPTH EXCEEDS 4', REFER TO DETAIL S-1A, S-1B,
S-1C, S-1D FOR CONSTRUCTION
METHOD/DETAILS
45'-5"
5
35'-71
2"37'-31
2"
15'-5"
31'-5"17'-7"
4'
-
0
"
4'
-
0
"
3'
-
7
"
TO
C
.
L
.
OF
B
E
A
M
19'-0"
TO C.L. OF COLUMN
11'-1"
TO C.L. OF COLUMN
17'-7"
4 4
15'-5"
9
W10x26 STEEL BEAM (2-SPAN CONT.)
6'-0"
6'-0"
8"
8"
62
'
-
0
"
15
'
-
1
0
1 2"
12'-0"5'-2"
UNEXCAVATED
10
14
17
24
'
-
2
3 4"
15
6'
-
9
3 4"
18
'
-
1
1 2"
15
'
-
7
3 4"
17'-2"10"
534"
12'-2"5'-0"
8"
CJ
6
912"
17'-31
2"
8"
512"
4'
-
3
"
11
'
-
2
"
(2
)
1
-
3
/
4
"
x
1
1
-
7
/
8
"
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DO
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B
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D
J
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D
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C
A
B
I
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E
T
E
D
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E
A
B
O
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E
AD
D
'
L
D
O
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B
L
E
J
O
I
S
T
(2)3-1/2" ADJ. STEEL PIPE COLUMN w/ 31K MIN CAPACITY (TOTAL) (ASD) ON A 54"x54"x12" CONC. FOOTING
w/ #4 BOTTOM BARS @ 12" O.C. EACH WAY
8"11'-4"
REISSUED: 03/22/2023