Circle K - Yelm (Yelm & Killion), WA - Canopy OTP£
·
·
·
·
·
12'-0"
28'-0»
28'-0»
28'-0»
STREET SIDE
192'-0"
28'-0»
28'-0»
28'-0»
I m
< 8'-0„
I I I I I I I I I I I I I
i
I
$-0 I I I I I
N I I I I I I I I
22»
(TYP)
a_16"
(NP)
NOTICE: THIS DOCUMENT IS THE PROPERTY OF JIMCO SALES & MFG. NEITHER THIS DOCUMENT
NOR ANY DATA OR INFORMATION HEREIN SHALL BE COPIED OR REPRODUCED IN ANY MANNER,
LOANED OR OTHERWISE DISPOSED OF, OR USED FOR ANY PURPOSE WHATSOEVER, WITHOUT THE
PRIOR WRITTEN PERMISSION OF JIMCO SALES & MFG. IF THIS DOCUMENT IS LOANED BY OR
WITH THE AUTHORITY OF JIMCO SALES & MFG, THE BORROWER, INCONSIDERATION OF SUCH
LOAN, AGREES TO THE FOREGOING CONDITIONS AND TO RETURN THIS DOCUMENT ON REQUEST
OR UPON COMPLETION OF THE SPECIFICALLY AUTHORIZED WORK FOR WHICH IT WAS USED.
1 3/4" 0
HOLE
i=Ll• wAllli
BASE PLATE DETAIL
1 SCALE: 1
SPREAD FOOTING
SEE THIS SHEET
STORE SIDE
FOUNDATION PLAN
SCALE: 1 /8"=1 ' —0"
NOTE:
A) FOOTINGS INCLUDING CONCRETE, REBAR, FORMWORK AND
ASSOCIATED EARTHWORK SHALL BE FURNISHED AND INSTALLED
BY GENERAL CONTRACTOR EXCEPT ANCHOR BOLTS SHALL BE
FURNISHED BY JIMCO AND INSTALLED BY GENERAL CONTRACTOR.
B) SEE FOUNDATION, CONCRETE NOTES ON DWG CS1.
COLUMN WITH BASEPLATE
FURNISHED AND INSTALLED
BY JIMCO
THE COLUMN IS NOT CONSIDERED
CONSTRAINED UNTIL THE CONCRETE IS
POURED AROUND THE COLUMN BASE
CONCRETE SLAB
BY OTHERS
3'-0"
2,-6" MIN. EMBED
TOP OF NUT
HSS12X12X1/4
COLUMN TYPICAL
FIELD NOTE:
LEAVE A 36" MIN. BLOCKOUT/CLEARANCE
@ FOOTING FOR COLUMN ERECTION
3'-0" GENERAL CONTRACTOR TO PROVIDE
CONCRETE COVER AROUND
AND / OR OVER BURIED COLUMN,
BASEPLATE AND ANCHOR BOLTS TO
PROTECT THEM FROM CORROSION.
4"f NON —SHRINK GROUT
BY GENERAL CONTRACTOR. GROUT
SHALL c PS
CONFORM
TASTM C 1 107
WITH
d
8'-0" (SQR)
SPREAD FOOTING DETAIL
SCALE: 1 /2"=1 '-0"
(4) 1 1 /2"GX36" LG. ANCHOR
BOLTS (F1554-55) W/9" THREAD,
LEVELING RING WASHERS & DBL.
NUTS @ TOP AND 4" THREAD,
W/SINGLE NUT @ BOTTOM, SEE
NOTE A.
(9) #5 HORIZONTAL REBAR
TOP AND BOTTOM EACH WAY
SELECT FILL MAY BE
REQUIRED FOR PAD
FOOTING SEE GEOTECH
REPORT FOR DESIGN
OF FOOTING BASE.
12'-0"
c+�
CERFABRICATED
g •: FABRICATOR i
OR
cC\2
E4
� o
0
m
c�
z
O
Z J
O Q
a_
Q W
o 0
�
U
w
0
O z
LL_ Q
CD
Z
>_ u�
n z
O O
<
U W
07
0
z
z
O
O
Y J
Q
<
W Y
U
O
U � �
J
� w
_
U W
m
Q
O
J
W
Ld
Z
0
Z
w
Date:
2024.08.03
213531
-05'00
r
m
w
Q
0
U
z
U)
W
O
Y
(n
z
W
J
O
cl�
�
U
>
LJ_
z
O
Elf
W
F__
m
O
cf)
I-_
U
w
U
O
z
W
U)
W
z
� z
m N
=
m z
z ft�
o O
Y N
I
U
Q m
w
�i
U 00
0
JOB NO.
24-2256RO
DWG. NO.
AB1
OF 3 SHEETS