HomeMy WebLinkAbouts0012 2
3'
-
2
"
7'-012"3'-812"
312"
7'-2"
4'-10"
TO NOSING (ABOVE)
NOTE:
2x4 BEARING WALL
- DOUBLE STUDS @ 19.2" o.c.
- ALIGN w/ JOISTS
- 8'-10" h. w/ P.T. SILL ⅊
- NO DRYWALL, NAIL GUARDRAIL
FLATS TO STUD WALL
W8 x 18 STEEL BEAM
42" x 42" x 18" THICK C.I.P.
CONCRETE COLUMN FOOTING
- HOLD T/ FT'G. DOWN 3 12"
FROM T/ SLAB
BASEMENT
UNEXCAVATED
01
A6.0 5'-3
1 4 "
3'-734"
3'
-
7
3 4 "
8"thk. X 16"w SLAB
BEARING WALL SUPPORT
- DETAIL 04/D2.1
3" Ø PVC RADON
REDUCTION PIPE
- SEE DTL. 02/D2.1
GUARDRAIL -
BOTH SIDES
HANDRAIL
- ONE SIDE
31
2
"
08
D2.1
9'
-
1
0
"
TO
℄ P
I
E
R
/
F
T
'
G
.
HOLD T/ GARAGE SLAB
DOWN 1" FROM T/ FDN.
& SLOPE TO O.H. DOOR
2x4 NOTCH SLOPED 3"
FROM REAR TO FRONT
FOR SLAB SUPPORT
- SEE DTL. 10/D2.1
10'-0"
TO ℄ PIER / FT'G.
9'
-
9
1 2 "
TO
℄ P
I
E
R
/
F
T
'
G
.
10"
10
"
4" x 12" x 8 18"d.
BEAM POCKET
FD
3'
-
0
"
10" C.I.P. CONCRETE
FOUNDATION WALLS
UP
3
'
-
2
"
16'-034"
TO ℄ STEEL COLUMN
2'-0"
32
"
x
2
3
"
HO
P
P
E
R
36" x 36" x 18" THICK C.I.P.
CONCRETE COLUMN FOOTING
- HOLD T/ FT'G. DOWN 3 12"
FROM T/ SLAB
15
'
-
1
1 4 "
TO
℄ S
T
E
E
L
B
E
A
M
/
C
O
L
U
M
N
15
'
-
4
"
CO
N
T
R
O
L
J
O
I
N
T
CO
N
T
R
O
L
J
O
I
N
T
10
"
CONTROL JOINT
W8 x 18 STEEL BEAM
11
'
-
5
1 2 "
TO
℄ S
T
E
E
L
B
E
A
M
/
C
O
L
U
M
N
10
"
12
'
-
0
"
36" x 36" x 18" THICK C.I.P.
CONCRETE COLUMN FOOTING
-HOLD T/ FT'G. DOWN 3 12"
FROM T/ SLAB
10"36'-1014"
TO ℄ STEEL COLUMN
15'-112"
TO ℄ FLOOR DRAIN
B C
15
'
-
5
3 4 "
TO
℄ S
T
E
E
L
B
E
A
M
/
C
O
L
U
M
N
15
'
-
9
1 2 "
FURNACE
VERTICAL CONTROL JOINT
- SEE DTL. 01/D2.1
WH
OP
T
I
O
N
A
L
WI
N
D
O
W
W
E
L
L
OP
T
I
O
N
A
L
WI
N
D
O
W
W
E
L
L
8" x 20" C.I.P.
CONCRETE FOOTINGS
GR
GROUNDING ROD
- PREF. LOCATION
- KY ONLY
REFER TO DETAIL SHEET D2.0 FOR
GARAGE SLAB REBAR REQUIREMENT
NOTE:
4'
-
0
"
WA
L
L
2'
-
8
"
HA
U
N
C
H
10
"
#4 RE-BAR @ 18" o.c.
- FRONT TO BACK
- PLACED ABOVE SIDE
TO SIDE BARS IN SLAB
#4 RE-BAR @ 11" o.c.
- SIDE TO SIDE
- PLACED BELOW FRONT
TO BACK BARS IN SLAB
2'
-
1
1
1 2 "
1'
-
0
1 2 "
2'
-
8
"
HA
U
N
C
H
4'-312"1'-10"8"
HOLD DOWN HAUNCH
& WALL 3 12" FOR PORCH
2x4 LET IN FOR
SLAB SUPPORT
LINE OF PORCH ABOVE
#4 RE-BAR
- STUBBED OUT & LOOPED
D
A
08
D2.1
32
"
x
2
3
"
HO
P
P
E
R
29
'
-
9
"
14
'
-
6
"
3 1 2 "
5'
-
0
"
13'-412"
TO ℄ TOILET DRAINFULL BATH
ROUGH-IN
9 1 2 "
1'
-
9
1 2 "
5'-918"
TO ℄ OF SINK
8'
-
7
3 4 "
TO
℄ W
E
T
W
A
L
L
12
'
-
4
"
WATER
SOFT. R.I.
LOCATION
9'-0" FOUNDATION
PREF'D
EJECTOR
LOCATION
PREF'D
SUMP
LOCATION
8"11'-6"8"6'-112"
1'-1112"18'-1112"14'-0"12'-2"9'-6"
56'-7"
9'
-
2
1 2 "
10
'
-
1
1
1 2 "
2'
-
7
1 2 "
4'
-
3
1 2 "
20
'
-
2
"
5'
-
2
"
6'
-
1
1
"
12
'
-
0
"
60
'
-
7
"
2'-0"20'-5"16'-7"17'-7"
56'-7"
3"
15
'
-
6
"
3"
2'
-
0
"
2'
-
4
"
16
'
-
0
"
1'
-
0
"
9'
-
0
"
18
'
-
3
"
12
'
-
0
"
60
'
-
7
"
10'-4"
TO ℄ TUB DRAIN
10"
4'
-
0
"
VERTICAL CONTROL JOINT
- SEE DTL. 01/D2.1
8"
10
"
2'
-
0
"
8"
1'
-
6
5 8 "
FOUNDATION DIAGONALS
A B
A 0"A 32'-4"
B 32'-4"B 0"
C 63'-5 9/32"C 54'-7"
D 56'-4 31/32"D 71'-9 3/32"
FOUNDATION DIAGONALS
A B
A 0"A 32'-4"
B 32'-4"B 0"
C 63'-5 9/32"C 54'-7"
D 56'-4 31/32"D 71'-9 3/32"
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A2.0
SCALE = 1'-0"
FOUNDATION PLAN
1/4"01