Trash Enclosure Details1'-6" DIA.
B
AS202
C
AS202
2" x 2" x 1/4" ANGLE - MITER JOINT & WELD
AT CORNERS - PAINT TO MATCH
BUILDING
6" DIA. STL. PIPE FILL W/
CONCRETE
1 1/2" x 1/4" STL. STRAP AT REAR FACE
OF DOOR - WELD TO STEEL ANGLE AT
CORNERS
BOLT 'J' STRAPS TO DOORS, LOCATE
TO HOLD CANE BOLTS WHEN DOORS
ARE IN USE
CANE BOLT (STANLEY #1009-18")
3/4" STANDARD PIPE (SLEEVE) 6" IN
LENGTH WELDED AT BOTTOM CORNER
OF EA. DOOR
6" CONC. SLAB W/ 6x6 - W10xW10 W.W.M.
AT MID-DEPTH
9'-4"PRECAST CONCRETE CAP 6'4'-0"6"EXTRA HEAVY DUTY GATE FLIP LATCH
(EVERBUILT #20474)
PROVIDE HEAVY
DUTY CASTERS
@ EA. GATE
3/4" STANDARD PIPE (SLEEVE) 6" IN
LENGTH WELDED AT BOTTOM CORNER
OF EA. DOOR
GATE DETAIL
1" = 1'-0"
STONE TO MATCH
BUILDING
13 4" W x 2" D x 3 16' CHANNEL FRAME
(FULLY WELDED) WITH 112" DEEP; 20 GA.
CORRUGATED DECKING, BHP METALS
"BOXRIB" OR EQUAL, PAINTED ON BOTH
SIDES. PRIME AND PAINT. TO BE PAINTED
TO MATCH EXTERIOR DOOR COLOR
1'-6"
18"Ø x 48" POST FOOTING,
FOUNDATION BEYOND
7"6"4'3'-6"6"6"6"
END OF TRASH
ENCLOSURE CMU
WALL
SECTION
1/2" = 1'-0"
ALL BOLLARDS AT
TRASH ENCLOSURE
AREA TO BE PAINTED
TO MATCH GATES
6" DIA. STL. STD. WT. PIPE FILL WITH
CONCRETE
1" DIA. STL. PIPE 4" IN LENGTH WELDED TO 1"X2" BAR. WELD 3/4"
DIA. SOLID STL. ROD 8" IN LENGTH INSIDE 1" DIA. STL. PIPE TO ACT
AS HINGE FOR DOOR
WASHER
2" x 2" x 1/4" ANGLE FRAME
1 1/2" 18 GAUGE TYPE 'B' GALVANIZED METAL
DECKING
1" DIA. STL. PIPE 4" IN LENGTH WELD
TO ANGLE AT DOOR
1" DIA. STL. PIPE 4" IN LENGTH WELD
ONE TO ANGLE AT DOOR WELD
ANOTHER AT 1"x2" BAR
2" x 2" x 1/4" ANGLE FRAME AND
BRACES
GALVANIZED METAL DECKING,
SEE GATE DETAIL
3/4" DIA. STL. ROD, WELD TO 1" DIA.
STL. PIPE
6' HIGH x 6" DIA. STL. PIPE FILL W/
CONCRETE PAINTED. SEE SITE PLAN FOR
COLOR
(AT DOUBLE GATE - TRASH
ENCLOSURE)
A
AS202
1"x2"x5" STL. BAR - WELD TO 6" STL.
PIPE
1"x2"x5" STL. BAR - WELD TO 6" STL.
PIPE
HINGE DETAIL
3" = 1'-0"(AT TRASH ENCLOSURE)
JAMB DETAIL
3" = 1'-0"5'-4"2"6"+6'-0"
T.O. PRECAST
CONC. CAP
+0'-0"
FIN.
FLOOR
REINF. CONC.
APRON
1 2" EXPANSION
JOINT
TRASH ENCLOSURE
FDN. SEE STRUCT.
SECTION
1/2" = 1'-0"
STONE
VENEER
8" CMU
PRECAST
CONC. CAP
SECTION
1" = 1'-0"
PIPE BOLLARD
3/4" = 1'-0"
NOT USED
BIKE RACK
1" = 1'-0"
COPYRIGHT 2020 BRS ARCHITECTS * ALL RIGHTS RESERVED. REPRODUCTION OR TRANSLATION OF ANY PART OF THIS WORK WITHOUT WRITTEN PERMISSION OF BRS ARCHITECTS IS UNLAWFUL AND SUBJECT TO CRIMINAL PROSECUTION.1010 S. ALLANTE PL.SUITE 100BOISE, IDAHO 83709(208) 336-8370FAX (208) 336-8380CHECKED
JOB NO.
DATE
DRAWN
20060
10/9/20REVISIONS NO. DATE PROPOSED DESIGN FOR:LINDER AND CHINDENMERIDIAN, IDJACKSONS FOOD STORES, INC.C-STORECMH
AS202
SITE DETAILS
CMH