|
TRASH ENCLOSURE GENERAL NOTES:
<br /> 1. REFER TO STRUCTURAL FOR MASONRY, CONCRETE,
<br /> STRUCTURAL STEEL AND REINFORCING STEEL FOR
<br /> SPECIFICATIONS.
<br /> 2. PROVIDE LOCKING MECHANISM ON MAIN DOORS
<br /> AND PEDESTRIAN DOOR
<br /> 3. PROVIDE SITE LIGHTING AT TRASH ENCLOSURE. pn@!�
<br /> MIN. 5 FOOT CANDLE. Dumh
<br /> 4. GATE TO BE BUILT WITH 1-1/2" SQUARE STEEL J
<br /> Co TUBING WITH ALL JOINTS FULLY WELDED
<br /> TOGETHER AND 1 CROSS MEMBER PER GATE.
<br /> FRAME TO BE PRIMED AND PAINTED BLACK IN
<br /> COLOR.
<br /> Co
<br /> 5. ALL CONCRETE TO BE MIN. 3000 PSI IN 28 DAYS.
<br /> 6. REFER TO STRUCTURAL DRAWINGS FOR
<br /> SPECIFICATIONS (GENERAL NOTES) AND TYPICAL
<br /> DETAILS FOR MASONRY, CONCRETE, STRUCTURAL
<br /> Cu
<br /> STEEL AND REINFORCING STEEL.
<br /> 3 18 GA METAL
<br /> 0
<br /> DECK,PER PLAN
<br /> m
<br /> :N TS 3"x 2"x 1/4"STD STEEL,
<br /> WELD ALL JOINTS&GRIND SMOOTH
<br /> m 3"x 2"x 1/4"STD.STEEL ANGLEGNICH
<br /> WELD ALL JOINTS&GRIND SMOOTH
<br /> a�
<br /> w
<br /> T
<br /> d
<br /> (3)STEEL HINGE COLLARS ARCHITECTURE
<br /> W/GREASE FITTINGS WELD TO GATE I I
<br /> a) ANGLE FRAMING,PAINT PER PLAN S T v D I O
<br /> 0
<br /> N � ROUND CONCRETE TOP, AN OREGON LIMITED LIABILITY COMPANY
<br /> PAINT PER PLAN
<br /> U
<br /> 0-
<br /> 6"DIA PIPE GATE POST,
<br /> Cu FILL SOLID WITH CONCRETE,
<br /> PAINT PER PLAN
<br /> 1001 SE SANDY BLVD, SUITE 100
<br /> Q
<br /> PORTLAND, OR 97214
<br /> ui V. 503.552.9079
<br /> F. 503.241.7055
<br /> w 3"X1/4"STEEL PLATE WWW.GNICHARCH.COM
<br /> WELDED TO METAL DECK
<br /> N
<br /> (3)STEEL HINGE
<br /> C
<br /> LARS
<br /> a' W/GREASE FITTING;WELD ° 3.202
<br /> WE D TO GATE D AF?C
<br /> ------------------------ ------------------------- ------ --------------------- --------
<br /> CONCRETE CAP
<br /> Q CMU, PER PLAN
<br /> W/SOLID GROUT TS INTERMEDIATE 3"x 2"x 1/4" E1 I-K
<br /> (3)STEEL HINGE p AND REINFORCING STD.STEEL FRAME;WELD ALL MATTHEWS
<br /> .0 COLLARS W/GREASE FITTINGS, 6"DIA.STEEL
<br /> o� PRE-MANUFACTURED
<br /> PER STRUCTURAL PIPE FILLED JOINTS,GRIND SMOOTH
<br /> WELD TO GATE ANGLE FRAMING, 3 STEEL HINGE COLLARS
<br /> o METAL GATE HANDLES PAINT PER PLAN W/GREASE FITTINGS, - (3)STEEL HINGE RETAIN SLEEVE 0
<br /> (2)6"DIA. PIPE GATE WELD TO GATE ANGLE FRAMING, o `"/CONCRETE WELDED TO STEEL GATE POST 04 30-205
<br /> 1/2"EXPANSION JOINT RENEWAL DATE
<br /> o POST FILL SOLID W/CONCRETE, PAINT PER PLAN i
<br /> 0 EMBED T-0"INTO CONIC. FTG. p " SLOPED CONCRETE DUMPSTER PAD
<br /> a PAINT PER PLAN 6DIA. HSS GATE POST, CONCRETE
<br /> FILL SOLID WITH CONCRETE, BASE cel OVER GAVEL SLOPE TO DRAIN; 1 P� -
<br /> F- 3"x 2"x 1/4"STD. STEEL ANGLE, EMBED 2'-0"INTO CONC. FTG. REFER TO TRUCTURAL SHEETS
<br /> x 7/8"STEEL ROD WELD ALL JOINTS&GRIND SMOOTH p PAINT PER PLAN
<br /> Cu TS 3"x 2"x 1/4"STD STEEL,
<br /> ui SLIDE STOP TAB 3"x 2"x 1/4"STD. STEEL ANGLE,
<br /> WELD ALL JOINTS& WELD ALL JOINTS&GRIND SMOOTH, o
<br /> _0 1 1/2"X 1/4"FLAT STOCK GRIND SMOOTH - I Z_
<br /> o PAINT PER PLAN CV
<br /> F7
<br /> a LOCK TAB METAL SIDING TO \\\ a \\\%-
<br /> MATCH BUILDING 3"x 2"x 1/4"HSS FRAME, CONCRETECu
<br /> o \\\�A -.I
<br /> PANT PER PLAN JOINTS&GRIND SMOOTH, _ J REFER TO
<br /> FOOTING, �
<br /> STRUC. FOR
<br /> PAINT PER PLAN Q
<br /> aREINFORCEMENT \\\ a \\
<br /> METAL SIDING
<br /> ,
<br /> CANE BOLT
<br /> a ������
<br /> "HOLD-OPEN"TABS
<br /> O
<br /> INCREASE DEPTH WHERE -\\\ �\\\%��\\\\� i m
<br /> FROST DEPTH EXCEEDS T-0". O 0
<br /> 2
<br /> Y COORD.W/STRUCTRUAL V)
<br /> 0 FOR FROST DEPTH.
<br /> CD
<br /> 0
<br /> 7 TRASH ENCLOSURE GATE LOCKING HANDLE 6 TRASH ENCLOSURE GATE JAMB DETAIL
<br /> �, 5 TRASH ENCLOSURE GATE JAMB DETAIL 4 BOLLARD DETAIL 3 TRASH ENCLOSURE GATE JAMB DETAIL
<br /> SCALE: 1-1/2" = l'-0" SCALE: 1-1/2" = l'-0" SCALE: 1-1/2" = l'-0" SCALE: 1-1/2" = F-0" SCALE: 1-1/2" = 1'-0"
<br /> O N
<br /> _ LL
<br /> U
<br /> C
<br /> m
<br /> 2x8 HSS PURLINS, v
<br /> AT 24"0.C.MAX. CORRUGATED METAL DECK, z
<br /> o PAINTED PER PLAN
<br /> WELDED TO HSS BEAMS SLOPE: 1/4"PER FOOT • •
<br /> i 6"GUTTER TO TKZ'SMOOTH O CV
<br /> w � RECTILINEAR DOWNSPOUT,
<br /> cu
<br /> .cp � w0 DAYLIGHT TO NEAREST z O
<br /> o LANDSCAPE O 'o U
<br /> E a m 4x10 HSS BEAM, 4 U 62 C O cn
<br /> N WELDED TO 4"HSS POSTS r , O O
<br /> v O � � m �
<br /> 2"THICK CMU CAPCoU
<br /> O •� O
<br /> m
<br /> U >
<br /> a)
<br /> O
<br /> _
<br /> Lu PAINTED U O
<br /> U �
<br /> a
<br /> o STEEL DOOR CMU,PER PLAN, CSI Q i O
<br /> CV
<br /> N 0 � �
<br /> Q � N w W/SOLID GROUT CELLS � '�—i 0
<br /> aAND REINFORCEMENT,
<br /> .0 PER STRUCTURAL
<br /> ISSUED FOR PERMIT:
<br /> E
<br /> �
<br /> � o
<br /> � L
<br /> w J01 . 13.2021
<br /> E
<br /> ;v ° HSS GATE POST,
<br /> o, o PER PLAN�\A
<br /> o
<br /> � CONC.BLOCK WALLS,
<br /> cu Q PER PLAN,
<br /> SOLID GROUT CELLS REV: DATE: DESCRIPTION:
<br /> �_ w/REINFORCEMENT, CONC.CURB, PER PLAN
<br /> Ll
<br /> °' COORD.W/STRUCTURAL PER PLAN
<br /> a�
<br /> a�
<br /> o
<br /> CONC.CURB FINISH GRADE, CONC.CURB
<br /> PER CIVIL APRON SLAB, PER CIVIL
<br /> °' cu FINISH GRADE SLOPE: 1/8"PER FOOT
<br /> PER STRUCT.
<br /> FINISH GRADE
<br /> `� TO AREA DRAIN
<br /> Q ° ° ° � � � a d ° ° . °� °a' s .8 � � SHEET NAME:
<br /> INCREASE WHERE19
<br /> 0 o a a o 0 0 o a Q a a �' FROST DEPTH
<br /> aa�
<br /> oo
<br /> 4
<br /> CONCSLAB,
<br /> REQUIRESCOC.SLAB, (REFER TO
<br /> STRUC.
<br /> TRASH ENCLOSURE
<br /> RE PER STRUCTURALPER STRUCTURAL STEEL POST,
<br /> FOR FROST DEPTH)
<br /> EMBED 36"
<br /> Y SEE A9'1 SEE DETAILS
<br /> cu a) r__ _I PER IN CONC.
<br /> PER
<br /> m STRUCTURAL STRUCTURAL STRUCTURAL STRUCTURAL
<br /> a
<br /> co
<br /> L
<br /> .L Q1 __--J ___-
<br /> ------ _-- -o L _-______ __. _..I ________ -
<br /> O n
<br /> Co SHEET NUMBER:
<br /> 6
<br /> 2 TRASH ENCLOSURE SECTION
<br /> w 2 TRASH ENCLOSURE DETAIL A9cu
<br /> . 1
<br /> !D
<br /> cu SCALE: 1/2" = F-0" SCALE: 1/2" = F-0"
<br /> m
<br /> 02020 DB Franchising USA,LLC
<br />
|