DWG_A-1.1 Trash Enclosure Detail Fowler Ortho1 SCALE : 1/2'' = 1'-0''
TRASH ENCLOSURE FRONT ELEVATION6'-0"DIAGONAL BRACING
POWDER COATED
6X6 T.S. POST
8" CLR.5'-4"13'-4"
8"12'-0"8"
12'-0"7'-0"13'-4"HOLE FOR DROP BAR LATCH
6" CONCRETE
SLAB
HOLE FOR DROP
BAR LATCH
NOTES:
·CONC. SLAB AND APRON.
·CONSTRUCT TRASH ENCLOSURE W/8"X8"X16" SMOOTH CONCRETE BLOCK
·TRASH ENCLOSURE TO HAVE SMOOTH CMU.
·CMU TO BE PAINTED RED TO MATCH BUILDING & GATE TO BE PAINTED BLACK TO MATCH METAL CANOPIES.
·GATES TO OPEN 120 DEGREES.
8"
6"9"
11'-4"8"3'-6"5'-0"3'-6"8"6'-8"6'-8"13'-4"GROUT CAP
6" SLAB REINF. W/
#3@18" O.C. EACH
WAY (3,500 PSI
CONC.)
T.O. SLAB
REF. CIVIL
FINISHED GRADE,
RE: CIVIL
1'-6"12"5 15/16" CLR.5 15/16" CLR.6'-0"8" BOND BEAM WITH
2-#5 CONT. AND
MIN 2,500 PSI
CONCRETE.
DURAWALL HORIZONTAL
REINFORCING @ 16"
O.C.V.
PAINT; MATCH ELEVATIONS
1/2" PRE-MOLDED EXP. JT.
WHEEL STOP, 6" THICK
X 9" WIDE X 5' MIN
LENGTH
2'-6"8" CONC. STEM WALL
W/#5 VERTS @ 16"
O.C. & #5 HORIZ.
CONT. @ 12" O.C.
8" CMU WALL,
REINF. W/ #5 AT 32" O.C.
VERTICAL AT GROUTED
CELLS
INTERIOR
6" THICK X 9" WIDE X 5' MIN LENGTH
CONCRETE WHEEL STOP. (CENTERED
ALONG WALL, TYP.) ATTACHED TO CONC.
SLAB PER MANUF. RECOMMENDATIONS.
2"
SLOPE
MIN 1/4" PER FOOT
2 SCALE : 1/2'' = 1'-0''
TRASH ENCLOSURE PLAN
6 SCALE : 1/2'' = 1'-0''
TRASH ENCLOSURE WALL SECTION3"6"8"2'-3"3'-2"L2x2x1/4 ANGLE FRAME
WITH MITERED CORNERS
1 3/4"x16 GA. GALV. RIBBED
STEEL DECK, SPOT WELDED
TO FRAME 2" O.C. MAX.
1/2" CANE BOLT
AT EACH GATE.
HOLD FOUNDATION WALL DOWN
4" AT ALL GATES
STEEL 6" CHANNEL SHOWN DASHED
SET IN 18" DIA. CONC. FOOTING
FOUNDATION WALL SHOWN DASHED3'-6"2"x2"x3/16" STL
STUB AT CENTER
4x4 1/2 HD. STL. BUTTS
TOP, MIDDLE, & BOTTOM
WELD TO ANGLE
1/4" PLATE-ANGLE &
WELD TO 2x2 TUBE &
2x2 ANGLES EA. END
7
A-1.1
3
A-1.1
CLR.4
A-1.1
1 1/2"5/8"4"4"5/8"
B
A
B
AA BB
DRILL 3/8" DIA. HOLE
THRU BOTH PLATES FOR
PADLOCK
BENT FLAT BAR 3/16"
BENT FLAT BAR
1/4"x1 1/2"x15"
FLAT BAR
1/4"x1 1/2"x1 1/2"
1/4"x3"x1 1/2" FLAT BAR
BEYOND AT PERSONNEL
GATE LATCH ONLY
BENT FLAT BAR
3/16"x DIM.
SHOWN
SHAPE
PLATE
1/4"x4"x4"
1 3/4"x16 GA. GALV.
RIBBED STEEL DECK
2x2x1/4 ANGLE
FRAME
CONCRETE BLOCK, GROUT CELLS
FULL AT GATE OPENING.
#4 BAR x24" AT 24" O.C. PLUG
WELD TO CHANNEL
6x6x6'-0" T.S. POST, FLUSH
w/TOP OF WALL. EMBED POST
2'-0" INTO GROUND. FILL VOID
W/ SOLID GROUT
4x4 1/2 HD. STL. BUTTS TOP MIDDLE &
BOTTOM WELD TO ANGLE
2x2 w/ 1/4" PLATE TO ANGLE
POWDER COAT GATE TO
MATCH EXTERIOR FINISH PER
SPEC. ON SHEET A-4.0.
1" DIA. STEEL PIPE
SLEEVE
ROUND BAR
DROP LATCH
(MAX. DIA. = 3/4")
CANE HOLDING PIN,
1/4" DIA. ROD
WELDED TO ANGLE
16 GA. STEEL GATE
L2x2x1/4
STEEL ANGLE FRAME
CONCRETE SLAB AT
SCREEN WALL,
SEE CIVIL DRAWINGS.
1/4
3"
8"
CMU WALL BEYOND
3"1'-0"MINVARIES9"MAX.7 SCALE : 2'' = 1'-0''
DROP LATCH DETAIL
3 SCALE : 3'' = 1'-0''
LATCH DETAIL
4 SCALE : 3'' = 1'-0''
GATE HINGE DETAIL
5 SCALE :1/2'' = 1'-0''
STEEL GATE DETAIL
4
A-1.1
12'-0"4 1/2"4
A-1.1
A-1.1
* - *
SITE
PLANDESCRIPTION- COMMENTSDATEDELTAfowler orthodonticsHATCH DESIGNARCHITECTURE200 W. 36th ST.BOISE, IDAHO 83714OFFICE: (208) 475-3204FAX: (208) 475-3205THIS PLAN AND/OR DESIGN ARE NOT TO BE CHANGED ORCOPIED IN ANY FORM, NOR ARE THE DOCUMENTS TO BEASSIGNED TO A THIRD PARTY WITHOUT WRITTEN CONSENTAND PROPER COMPENSATION TO HATCH DESIGNARCHITECTURE.THE USE OF THE PLANS SHALL BE RESTRICTED TO THEORIGINAL SITE FOR WHICH THEY WERE PREPARED.DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS,INCLUDING THOSE IN ELECTRONIC FORM, PREPARED BYTHE DESIGNER AND THE DESIGNER'S CONSULTANTS AREINSTRUMENTS OF SERVICE FOR USE SOLELY WITH RESPECTTO THIS PROJECT. THE DESIGNER AND THE DESIGNER'SCONSULTANTS SHALL BE DEEMED THE AUTHORS ANDOWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICEAND SHALL RETAIN ALL COMMON LAW, STATUTORY ANDOTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS.DATE:
JOB NUMBER:20129
SEP 2020
DRAWN BY:
CHECKED BY:JLH
MP, MADCOPYRIGHT 2020HATCH DESIGNARCHITECTURESHEET
SHEET NUMBER
SHEET TITLENEW CONSTRUCTION:2015 S. EAGLE ROAD, MERIDIAN, ID 83642