HomeMy WebLinkAbout05050040.3�N
cc
cl
I
c-
J
I
0
0
0
0
a-
0
0
a-
m
CD
0
d
O
i
0
d-
I
i2
m
� J
J
D
1
�ct
LL-
IN'
0
i
i� E
z
rn
3
D
rn
I �
00
Lp
00
0
LO
0
00
0
d-
0
c�
0
O
i
Io
N
O
LO
0
LO
O
O
N
I /
i Z
W
r �
!o
i D
I LL
0 34'-0" O
35' -3" 40` _ 0 40
%" 1{x'_84 >,
24'-6 a
FOUNDATION &SLAB ON GRADE PLAN
1/16" = 1' -0"
PLAN NOTES:
1. SEE DRAWING F2.1 FOR GENERAL NOTES.
2. INTERIOR SLAB ON GRADE SHALL BE 5" UNREINFORCED CLASS B CONCRETE ON 6" COMPACTED
GRANULAR FILL.
3. "T.F." INDICATES TOP OF FOOTING ELEVATION. TOP OF INTERIOR FOOTING ELEVATION
= 99' -0 ", IOP OF EXTERIOR FOOTING ELEVATION = 98' -8" UNLESS NOTED .OTHERWISE,
4. TOP OF SLAB ELEVATION = 100' -0" (U.S.G.S. ELEV. 890' -0 ") UNLESS NOTED OTHERWISE.
5. °C.J." INDICATES SAW CUT CONTROL JOINT IN SLAB ON GRADE. SEE C /F2.1.
6. + INDICATES COLUMN ISOLATION JOINT. SEE E /F2.1.
7. 0 INDICATES COLUMN FOOTING MARK. SEE FOOTING SCHEDULE ON THIS DRAWING.
8. COLUMN SIZES ARE INDICATED ON PLAN ADJACENT TO COLUMN.
9. "BP1" ADJACENT TO COLUMN INDICATES BASE PLATE TYPE. SEE DRAWING F2.1 FOR
CORRESPONI)ING BASE PLATE DETAILS. ALL BASE PLATES ARE BP1 UNLESS NOTED OTHERWISE.
10. PROVIDE (2) — #5 x 4' -0" (ONE TOP, ONE BOTTOM) IN SLAB AT ALL REENTRANT
CORNERS INCLUDING ISOLATION JOINT CORNERS THAT DO NOT INTERSECT CONTROL
JOINTS,
NORTH
COLUMN FOOTING SCHEDULE
MARK
SIZE (W x L x D)
REINFORCING
REMARKS
F3
3' -0" x 3' -0" x 2' -0"
(4) #4 EACH WAY
F4
4' -0" x 4' -0" x 2' -0"
(6) #4 EACH WAY
F5
5-0" x 5' -0" x 1' -0"
(7) #4 EACH WAY
F5A
5-0" x 5-0" x 2' -0"
(7) #4 EACH WAY
F6
6' -0" x 6' -0" x 1' -0"
(7) #5 EACH WAY
F638
6' -1" x 3' -8" x 2' -0"
(5) #5 x 5' -7°
(6) — #5 l�
F76
7' -0" x 6' -0" x 2' -0"
(6) — #6 EACH WAY
SEE DETAIL C /F2.1
F65
6' -0" x 5-0" x 2' -0"
(7) — #5 EACH WAY
SEE DETAIL C /F2.1
F87
8' -0" x 7' -0" x 2' -0"
(6) — #7 EACH WAY
F938
9' -3" x 3' -8" x 2' -0"
(5) #6 x 8' -9'
(9) — #5
'I
uke
CONSTRUCTION
600 East 96th Street
Suite 100
Indianapolis, IN 46240
Phone: (317) 808 -6000
Fax: (317) 808 -6797