HomeMy WebLinkAbout4110S101.pdfFOUNDATION PLAN
6.
PLAN NOTES:
DRAWINGS. SLOPE SLAB TO DRAINS AS REQUIRED. COORDINATE
SCALE: 3/16" = 1'-0"
NOTES AND TYPICAL DETAILS.
1.
2. "TF" - INDICATES TOP-OF-FOOTING ELEVATION.
LOCATION OF CONTROL JOINTS WITH SLAB SLOPE AND
"FX" - INDICATES FOOTING MARK. REFER TO FOOTING SCHEDULE ON
3.
4.
853.0' ON SITE GRADING PLAN.
PROVIDE CONTROL JOINTS IN SLAB ON GRADE AT A MAXIMUM
COORDINATE TOP OF SLAB ELEVATION WITH ARCHITECTURAL
CONTROL JOINTS, RE-ENTRANT CORNERS AND CORNERS OF
SPACING OF 10'-0" IN EACH DIRECTION. COORDINATE CONTROL
JOINT LOCATION WITH ARCHITECTURAL DRAWINGS.
ARCHITECTURAL FLOOR FINISHES.
5.
CONTRACTOR SHALL COORDINATE FOUNDATION WORK WITH
REFERENCE ELEVATION 100'-0" CORRESPONDS TO ELEVATION
REFER TO DRAWINGS S301 THROUGH S304 FOR GENERAL
MECHANICAL, ELECTRICAL, PLUMBING AND REFRIGERATION TRADES
PROVIDE (2) - #4 BARS x 4'-0" LONG IN SLAB AT TERMINATION OF 7.
8.
9.
REFRIGERATION PITS. REFER TO TYPICAL DETAIL ON DRAWING S301.
10.
DRAWING S303.
PRIOR TO PLACEMENT OF CONCRETE.
11.
THIS DRAWING.
PERMISSIBLE OPENING LOCATION FOR BELOW GRADE UTILITIES.
SLAB, ADJACENT TO COLUMN LINE "A" AS PER DETAIL 6/S402.
REFER TO TYPICAL BELOW GRADE OPENINGS DETAILS ON
POST "X" - INDICATES TIMBER POST. REFER TO TIMBER POST SCHEDULE
ON DRAWING S303.
PROVIDE CONTINUOUS, UNSPLICED #5 BAR, 25'-0" LONG EMBEDDED IN
FOOTING. EXTEND BAR UP THROUGH CONCRETE PIER AND FLOOR
COORDINATE LOCATION WITH ELECTRICAL TRADE.
5'-0" x 5'-0" x 1'-0"
4'-0" x 4'-0" x 1'-0"
3'-0" x 3'-0" x 1'-0"
2'-0" x 1'-0" CONTINUOUS
SIZE
F1
F3
F2
F4
MARK REMARKS
FOOTING SCHEDULE
5 - #5 EACH WAY
#5 @ 16" (TRANSVERSE)
3 - #5 (CONTINUOUS)
REINFORCING
COLUMN FOOTING
WALL FOOTING
COLUMN FOOTING
COLUMN FOOTING
4 - #5 EACH WAY
3 - #5 EACH WAY
12.
1
NOTE 4
NOTE 4
NOTE 4
NOTE 4
NOTE 3
(TYPICAL)
REINF. W/ 6x6 W1.4xW1.4 WWR
4" CONCRETE SLAB-ON-GRADE
ELEV. T/SLAB = 100'-0"
BA DC
1'-2"
OUT. FACE
OF FDN. WALL
1'-2"
OUT. FACE
OF FDN. WALL
24'-0"31'-3"23'-3"
NOTE 7
(TYPICAL)
1
3
2
1
1
"
14
'
-
0
"
17
'
-
9
"
9'
-
0
"
3
2
1'
-
2
"
14
'
-
0
"
70
'
-
1
0
"
28
'
-
9
"
40
'
-
1
1
"
DCBA
1'-5"
14'-2"5'-6"8'-8"3'-7"11'-9"8'-9"10'-10 1/2"10'-2 1/2"
O
U
T
.
F
A
C
E
O
F
F
D
N
.
W
A
L
L
80'-10"
F4
TF=99'-0"
F4
TF=99'-4"
S401
4
F1
TF=97'-4"
S401
3
TYP. AT
COLUMN S401
1
F2
TF=97'-4"
F2
TF=97'-4"
F2
TF=97'-4"
F2
TF=97'-4"
S401
2
F1 TF
=
9
7
'
-
4
"
S401
1
F3
TF=97'-4"
S401
3
S402
9
F1 TF
=
9
7
'
-
4
"
S401
1
F3
TF=95'-4"
STEP
FTG.
STEP
FTG. F1
TF=97'-4"
F1
TF=95'-4"
S401
1
F1
F1
TF=97'-4"
S401
3
TYP. AT
COLUMN
F3
TF=97'-4"
F2
TF=97'-4"
F2
TF=97'-4"
TF
=
9
7
'
-
4
"
S402
12
F1 TF
=
9
7
'
-
4
"
STEP
FTG.
S401
2
F1
S402
8
F3
TF=95'-4"
S401
3
TYP. AT
COLUMN
P
O
S
T
A
STEP
FTG.
F1 TF
=
9
7
'
-
4
"
TF
=
9
5
'
-
4
"
4
'
-
0
"
N
O
O
P
E
N
I
N
G
S
P
E
R
M
I
T
T
E
D
T
H
R
U
F
D
N
.
W
A
L
L
F1
8'
-
0
"
M
A
X
.
NO
T
E
9
S401
1
STEP
FTG.
4'-0"
NO OPENINGS
PERMITTED
THRU FDN. WALL
NOTE 7
8'-0" MAX.
NOTE 9
F1
TF=97'-4"
6
TF=95'-4"
S402
S304
NOTE 11
S401
2
S401
S304
C
WINDOW
S304
A
B
S401
F5
5
TYP. AT
WINDOW
5
TYP. AT
S403
14
TF=96'-8"
S403
14F5TF
=
9
6
'
-
8
"
NOTE 7
8'
-
2
"
(TYPICAL)
C
P
O
S
T
9'
-
4
"
POS
T
C
C
P
O
S
T
TF
=
9
5
'
-
4
"
L
C
P
O
S
T
L
L
F1
10
S402
11
S402
C
P
O
S
T
L
1
'
-
1
"
STEP
FTG.
84
'
-
1
0
"
1'
-
2
"
O
U
T
.
F
A
C
E
O
F
F
D
N
.
W
A
L
L
1'-2"
OUT. FACE
OF FDN. WALL
STEP
FTG.
STEP
FTG.
STEP
FTG.
S401
1
REFER TO CEILING FRAMING
PLAN ON DRAWING S504S304
D
F5
TF=95'-4"
STEP
FTG.
1'-2"
OUT. FACE
OF FDN. WALL
POS
T
B
C
P
O
S
T
L
C
P
O
S
T
L
C
P
O
S
T
L
9'
-
4
"
9'
-
3
"
P
O
S
T
A
P
O
S
T
A
3'-7"41
1
0
S
1
0
1
.
d
w
g
MA
R
C
H
1
7
,
2
0
1
5
4110
ISSUED FOR 50 %
ISSUED FOR REDLINE REVIEW
RECORD DRAWINGS
ISSUED FOR PERMIT
KICK OFF MEETING
FINAL APPROVED PLAN
ISSUED FOR BID
GETGO, LLC.
--
--
KAB
3550
THE BRIDGES
CARMEL, INDIANA
03/03/15
02/25/15
03/03/15
01/23/15
--
S101
FOUNDATION PLAN
03/03/15
TFB
STEP
FTG.
6" CONCRETE SLAB-ON-GRADE. REINFORCE SLAB WITH (2) LAYERS 6x6 W2.1xW2.1
WELDED WIRE REINFORCEMENT. ELEVATION TOP OF SLAB VARIES. REFER TO
13.
ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION.
8" MASONRY WALL. REINFORCE WITH #5 VERTICAL BARS AT 32" ON CENTER.14.
GROUT SOLID CELLS SOLID WITH REINFORCING.
TRASH ENCLOSURE GATE BY MEULLER DOOR COMPANY. COORDINATE15.
EXACT SIZE AND LOCATION OF GATE WITH ARCHITECTURAL DRAWINGS.
S304
E
TF=95'-4"
F1
STEP
FTG.
TF=97'-4"
F1
P
O
S
T
A
P
O
S
T
A
TF=97'-4"
F1
S403
15
STEP
FTG.
TF=95'-4"
F1
NOTE 13
NOTE 15
(EACH SIDE)
NOTE 3
(TYPICAL)
F1
TF=97'-4" NOTE 14
NOTE 14
S403
13
F5
TF=96'-8"
3/18/15
S401
5
TYP. AT
WINDOW
S403
16
S403
16
S403
17
S403
18
4'-0" x 1'-0" CONTINUOUSF5 #5 @ 16" (TRANSVERSE)
4 - #5 (CONTINUOUS)WALL FOOTING
NOT USED.