14-1060-0020
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2 3 4 5 6 7 8 9
10
12 13 14 15
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;7-7731'
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TOP WALL BR ' ACKET DETAIL
2W 7 SCALE- 3- = V-91
Fffm
17
18
0
ii
0
EVIS CL30
Us
AD ED ROD
i IJLSl-Avl&,wE2
20 21 22 23 24 25--- --26
FRONT WALL BRACKET DETAIL
CANOPY SECTION
SCALE: 3/8" = I -o
ui
L E O R. & G.C.15-RESPO.NISIBLE FOR .THE
< bESG A-N—DJNSTALLATION OF WALL
:2 f SUPPORT FOR THE PROVIDED REACTIONS
CONCRETE WALL
CANOPY LOADS ARE AS FOLLOWS: BY OTHERS
SHEAR (UP&DOWN) = 2366 LBF
AXIAL (PULL IN/OUT) 6991 LBF
m (4) 1/2" THREADED RODS W1 HILTI HIT-HY 200
EPDXY INTO CONCRETE
0
s,'4"'X6° 'X8'ALUM. PLATE
3/4" S/S BOLT W/ NUT & WASHER
0
N GALVANIZED CLEVIS CL30.15000
co POUND RATED CAPACITY
C) N \ r
60
E
V)
V')
p
ti c
4
44 4
4
4
cld
44
4 2` MIN.
E.O.R. & G.C. IS RESPONSIBLE FOR THE
DESIGN AND INSTALLATION OF WALL
SUPPORT FOR THE PROVIDED REACTIONS
CANOPY LOADS ARE AS FOLLOWS:
SHEAR (UP&DOWN) = 936 LBF CONCRETE
[AXIAL (PULL IN /OUT) WALL BY OTHERS
_-36�8 LBF
(2) 1 /Z'THREADED RODS W/ HILTI
HIT-HY 200 EPDXY INTO CONCRETE
ACCESS HOLE --\
3/"' PLATE WELDED TO BEAM
8
-----------------------------------------------
I
I— 6'X8"X. 188" CLOSED BEAM
BOTTOM WALL BRACKET DETAIL
SCALE: 3" = 1 -0"
6"X8° 'X.189'CLOSED BEAM
SUPPORT DETAIL
SCALE = I �_0
-17
vvr�
0 AO I A. 100 '-L%JJLLJ ULI'llyl
— 6 SECTION DETAIL
2 W SCALE: 3 _.r_o.
flim..
ml
5"
-------------------------
1. At lkilnf-%
ff -f
1A I I
WASHER (1) PI
4"X8° 'X. 125" GUTTER
NO. DATE REVISION BY
--F I
ca
06
3" SCH40 PIPE STRUT z
ALUM. INSERT uJ
cn
WELDED TO
--j
STRUT W/ < U
<
3/4-IOUNC TAP CL-
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Lo
THRU
6"----�
911—