HomeMy WebLinkAboutS-1ON SKETck A
FOUNDATION / SLAB PLAN
SCALE: 1/8" = 1' -0"
PLAN NOTES:
1. SEE DRAWING S6 FOR GENERAL NOTES, TYPICAL DETAILS AND ADDITIONAL INFORMATION.
2. T/F INDICATES TOP OF FOOTING ELEVATION. T/F = 846' -4" (UNLESS OTHERWISE NOTED).
3. T/P INDICATES TOP OF PIER ELEVATION. T/P = 848' -4" (UNLESS OTHERWISE NOTED).
4. F1 INDICATES FOOTING TYPE, SEE DRAWING S4 FOR FOOTING SCHEDULE.
5. P1 INDICATES PIER TYPE, SEE DRAWING S4 FOR PIER SCHEDULE.
6. SEE DRAWING S4 FOR COLUMN SCHEDULE.
7. TOP OF FINISHED SLAB ELEVATION IS 849' -0" (UNLESS OTHERWISE NOTED).
8. SLAB ON GRADE IS 4" THICK CONCRETE REINFORCED WITH SYNTHETIC FIBERS. PLACE SLAB
ON A MINIMUM OF 6" COMPACTED GRANULAR MATERIAL.
9. C.J. INDICATES CONTROL JOINT, CONTROL JOINTS ARE TO BE LOCATED AS SHOWN. TYPICALLY
THE CONTROL JOINTS ARE LOCATED AT THE CORNER OF PIERS OR COLUMN WRAPS. REFER TO
TYPICAL DETAIL ON DRAWING S6.
10. SEE MECHANICAL DRAWINGS FOR FLOOR DRAINS REQUIRED INSIDE THE BUILDING. SEE TYPICAL
DETAIL ON DRAWING S6 FOR FLOOR DRAIN INSTALLATION.
11. COLUMN WRAP (INFILL) REQUIRED FOR ALL COLUMNS AT LOWER LEVEL. SEE TYPICAL DETAILS ON
ET S6.
1 12. 12' -0" x 6' -0" x 0' -8" THICKENED SLAB. REINFORCE WITH #5 BARS ® 1' -0" o.c. EACH WAY
3" CLEAR TO BOTTOM.
O1 13. 10' -0' x 7' -0" x 0' -8" THICKENED SLAB. REINFORCE WITH 15 BARS ® 1' -0" o.c. EACH WAY
3" CLEAR TO BOTTOM.
fl- 34` -
..
i
�f-11151-60
i 1 "'4
r
I �
I
M
�+
;i
�r
nip ._ , '.,� . ' ��.,�.:�'�".►
D\92
A&
Ahmmak
CONSULTING ENGINEERS
Ter Horst, Lamson & Fisk, Inc.
2629 Waterfront Parkway
East Drive Suite 100
Indianapolis, IN 46214
Phone: 317 -328 -1500
Fax: 317- 328 -9383
GiSTEgF��Q�
No
#870332
' STATE OF
Certified By!����rrkr�..���� ► +i''
W �
D �
N
m-P,
O C N
y a o
> a
tz C W_
IY
Z
W
0
W
N
5
w
ylallllll
O
Z
p
N
co
rn
m
,-
M
am
1
N
1
m
'v
y
'v►
m
f!
m
3
p
m
V
d
L'- cn
a
0
0
0
0
E-4
cn
cn
W
P4
U C:d
cn
xl
� w
Title:
z
Q
0
Z
J
cr-
Q
U
FOUNDATION/
SLAB PLAN
y.
Sheet No.:
M`
# i :_,N
`�Z y