A1-1 - SITE DETAILS_ADN 00280 F—
11' -8" 11' -8"
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BREAK METAL CAP 4
A1.1
7/16" FIBER CEMENTITIOUS STIFFNER STEEL 1.5 X 2.85 WELDED WIRE MESH TACK
PANELS ON 7/8" HAT CHANNELS WELD TO STEEL ANGLE
@ 16" O.C. ON 8" CMU BLOCKS FRAME 6" O.C.
'v
d b
3/32" THICK KICK PLATE SET
IN STEEL ANGLE MET. FRAME
21/2" X 21/2" X 1/4" STEEL
° ANGLEFRAME
42
d : - CONCRETE FOOTING
5 DUMPSTER GATES, FRONT ELEVATION
1/2" = 1' -0"
21 /2" X 2 1/2" X 1/4"
STEEL ANGLE FRAME
1
BREAK METALCAP
7/16" FIBER CEMENTITIOUS
PANELS ON 7/8" HAT
CHANNELS @ 16" O.C. ON
8" CMU BLOCKS
8" T.S.
BID F-
in
3/32" THICK KICK PLATE SET
IN STE NG ME E
DUMPSTER GATES, BACK ELEVATION
1/2" = 1' -0"
1/8"
0 2 4 8 16
/---A
1/4"
0 1 2 4
11' -8"
8
"v
N
PP, CANE BOLT AT DUMPSTER GATE
U1" = 1' -0"
Vill 11 11 111![
d • - - - - -- - SHIM WRAPPED IN BREAK METAL,
HEM ENDS AND ATTACH @ 16" O.C.
- 8" BOND BEAM WITH 1 - #5
HORIZONTAL REINFORCMENT, TYP.
I
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I
2
o
8" BOND BEAM WITH 1 - #5
O° HORIZONTAL REINFORCMENT, TYP.
7/16" FIBER CEMENTITIOUS
11' - 8" PANELS ON 7/8" HAT CHANNELS
ON 8" CMU BLOCK
HORIZONTAL REINFORCING
4 > > @ 16" O.C.
A1.1 2
o # 5 @ 24" O.C. W/ MATCHING
DOWELS, TYP.
/ I
\ I
I
\ 7" CONC. SLAB
I
2,.,...,
M (2) #6 @ TOP & BOTTOM,
#3 STIRRUP @ 18" O.C.
I I
8" T.S. A1.1 a
D STE NCLOSURE WALL SECTION
1" = 1' -0"
11m,
0
CV
'v
'v
A SECTION, DUMPSTER GATE
`f 1" = 1' -0"
111-01, 11' - 0"
L ANGLE FRAME
N
GLE FRAME
I ENLARGED TRASH ENCLOSURE PLAN
1 1/49l = 1' -0"
BOLLARDS, SEE
DETAIL 5/A5.1
1/2" 1 1/2" 3"
GRAPHIC SCALES
0 1 2 4 8 0 .5 1 2 3 0 .25 .5 1 1.5 2 2.5 3
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O'Neill Conrad Oppelt Architects, Inc.
114 E. Gevalles Street
San Antonio, Texas 782D4
www.ocoarchliects.com
t, 210.829,1731
f, 210,829,1730
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Revision Schedule
Number Date Description
1
11/5/12
ADDENDUM #1
2
11/15/12
ADDENDUM #2
DATE:
15 NOVEMBER 2012
DRAWN BY:
MKD
CHECKED BY:
MAO
PROJECT NUMBER:
OCO JOB #1120
SHEET NAME
SITE DETAILS
SHEET NUMBER
Al A