Laserfiche WebLink
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 /> U I I <br /> COLOR. <br /> m <br /> 5. ALL CONCRETE TO BE MIN. 3000 PSI IN 28 DAYS. <br /> 6. REFER TO STRUCTURAL DRAWINGS FOR <br /> J SPECIFICATIONS (GENERAL NOTES) AND TYPICAL <br /> DETAILS FOR MASONRY, CONCRETE, STRUCTURAL <br /> Cu <br /> p STEEL AND REINFORCING STEEL. <br /> >, <br /> a � <br /> 3 0 <br /> 0 00 <br /> 0 <br /> m <br /> :N <br /> m <br /> w <br /> CuGNICH <br /> .o <br /> TRASH ENCLOSURE MATERIALS <br /> T ARCHITECTURE <br /> U <br /> °' ID MATERIAL MANUFACTURER COLOR NOTES S T U D I O <br /> 00 AN OREGON LIMITED LIABILITY COMPANY <br /> a> <br /> CMU BLOCK WILLAMETTE-GRAYSTONE CHARCOAL SPLIT FACE,8x16x8; <br /> Q 8x8x8 AS NECESARY <br /> Cu TRASH ENCLOSURE SIDE ELEVATION 3 <br /> u CMU CAP WILLAMETTE-GRAYSTONE CHARCOAL 12x16x2 <br /> Q <br /> SCALE: 1/2" = Y-0" 1001 SE SANDY BLVD, SUITE 100 <br /> PT-2 PAINT SHERWIN-WILLIAMS BLDG DB DARK PORTLAND, OR 97214 <br /> ui V. 503.552.9079 <br /> Q RAY, ATE BODY <br /> BLDG DB BLUE, F. 503.241.7055 <br /> w PT-3 PAINT SHERWIN-WILLIAMS GATE FRAMES, <br /> WWW.GNICHARCH.COM <br /> POSTS AND ROOF <br /> N <br /> 0 6"GUTTER TO 3"x2"SMOOTH <br /> a) RECTILINEAR DOWNSPOUT, 3.202 <br /> N - DAYLIGHT TO NEAREST LANDSCAPE; - <br /> PAINT PER PLAN <br /> SLOPE: 1/4"PER FOOT SLOPE: 1/4"PER FOOT <br /> 12ERIK <br /> 2 _Nj MATTHEWS <br /> 5 <br /> o <br /> 6"ROOF qg p Ag.1 DOWNSPOUT LOCATION; No- C-32764 <br /> DAYLIGHT TO NEAREST LANDSCAPE; 6"ROOF 04 30_2025 <br /> N z OVERHANG PROVIDE SPLASH BLOCK OVERHANG <br /> EVJL DATA <br /> o p 2 20'-0" <br /> Ll Cu <br /> O rl"+ J <br /> E <br /> CD <br /> Cu <br /> i O <br /> 2 0" <br /> 2 <br /> Ll <br /> Q <br /> HSS GATE POST 5 FLUSH MOUNTED WALL HYDRANT, CMU WALLS <br /> Cu PAINT PER PLAN AT TRASH ENCLOSURE INTERIOR, <br /> SIM. qg 1 3-1"x 6-8"PEDESTRIAN AT 30"A.F.F.,COORD.W/PLUMBING <br /> Q ACCESS GATE, <br /> Z W/4"HSS POSTS, 19 <br /> p FILLED W/CONC., LO ai <br /> EMBED 36"INTO O <br /> o <br /> o 1 CONC. FTG. O <br /> w PROVIDE SIMILAR LOCKING Ag.1 6'-0" L. 6'-0" L. 4'-0" O m <br /> MECHANISM TO MAIN GATE <br /> Cu <br /> LLAR <br /> PEDESTRIAN 6FILLED W/OCONCD <br /> CD w ACCESS DOOR, <br /> W/CORRUGATED METAL, 1 <br /> a PAINTED PER PLAN Ag.1 CMU WALLS <br /> ® SAO CONC.SLAB <br /> -- <br /> o rLLL ----------- pF. ��----- W/REINFORCEMENT, -----------------------� O <br /> Ln <br /> 3 i TOgR FOO i PER STRUCTURAL i i 4 <br /> Ag.O ---°�/N- �---------------------- <br /> -------------- <br /> AREA �� Ag.O <br /> --------- -----------� IDRAIN-------- ---------- LL <br /> 4 TRASH ENCLOSURE SIDE ELEVATION 3 TRASH ENCLOSURE SIDE ELEVATION rl i l i I� r i l I -1 <br /> N I I I I I I <br /> m � IIIIIIIIIIIIIIIIIIIIIII IIII III IIIIIIIIIIIIIIIIIIIIIIII o v � <br /> SCALE: 1/2" = V-0" SCALE: 1/2" = V-0" 1 1 1 V I I V V I I <br /> o I I I I z <br /> I I I I DUMPSTER BY S�Op I I I I I I I I I I I I I I I I I I I I • • <br /> I GARBAGE SERVICE F' 74 <br /> " F' FO pOI 4.-O L0/ O `0 <br /> PROVIDER <br /> Cu c 0- <br /> .� I � IIIIIIIIIIIIIIIIIIIIIIII � I I � IIIIIIIIII Illlllllllll � j z O <br /> o IIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIII 0 O 'o U <br /> j LJ <br /> j LJ <br /> LL Z U LI-I IIII -I-I-I IIII -I J U LI-I IIII -I-I-I IIII -I J U p O <br /> O Q 6"H x 6"W CONC.CURB 81/2" 6"H x 6"W CONC.CURB N <br /> a 0 � AT SIDES OF TYP AT SIDES OF <br /> O = 4"x4"HSS ROOF POST, � m N <br /> CD 7TRASH ENCLOSURE,TYP. TRASH ENCLOSURE,TYP. n l U <br /> W N <br /> m O Q <br /> METAL DECKING • U U cn <br /> m CD0 <br /> OVER 2x8 HSS PURLINS O o 0 } <br /> oo OVER 4x10 HSS BEAMS 7 _J __/d O Q O O <br /> OVER 4x4 HSS POSTS n <br /> Q IN CMU WALL <br /> Ag.1 5 PROVIDE METAL SLEEVES 6 PROVIDE METAL SLEEVES (2)4'-4"x 5'-8"STEEL GATES, Q lJ <br /> 0 o qg 1 IN CONC.APRON FOR A9.1 IN CONC.APRON FOR W/6" DIA.HSS GATE POST, <br /> a GATE CANE ANCHORS,TYP. GATE CANE ANCHORS,TYP. FILLED W/CONC.; <br /> .Q EMBED 36"INISSUED FOR PERMIT: <br /> w o CONC.FTG. <br /> L <br /> `u <br /> O l . 13.2021 <br /> E 6"DIA. HSS GATE POST, CMU PER PLAN <br /> FILL SOLID W/CONCRETE, <br /> o rn EMBED 3'-0"INTO CONC. FTG. ____ SOLID GROUT (2)4'-4"x 5'-8" <br /> W/5/8"0 x 6"ANCHOR, <br /> ALL CELLS � STEEL GATES, <br /> o Q PAINT PER PLAN w <br /> W/6" DIA. HSS <br /> Cu 2 o GATE POST, <br /> E <br /> ° REV: DATE: DESCRIPTION: <br /> J / 6"DIA. HSS GATE POST o FILLED W/CONC.; PROVIDE METAL SLEEVES PROVIDE METAL SLEEVES <br /> FILL SOLID W/CONCRETE, EMBED 36"INTO <br /> Q IN CONC.APRON FOR IN CONC.APRON FOR <br /> _� (2)3"X1/4"STEEL PLATES �� EMBED 3'-0"INTO CONC.FTG. CONC. FTG. <br /> a �_ WELDED TO METAL DECK O W/5/8"DIA.x 6"ANCHOR, GATE CANE ANCHORS,TYP. GATE CANE ANCHORS,TYP. <br /> O w PAINT PER PLAN <br /> U L <br /> a _� 9 <br /> O 60 <br /> N <br /> N <br /> Cu <br /> d _ <br /> a CuA9'0 SHEET NAME: <br /> CORRUGATED METAL <br /> PAINTED PER PLAN <br /> N 1'-6"TYP. <br /> 0 <br /> .c Y CONC.CURB CONC. <br /> APRON <br /> SLAB <br /> TRASH ENCLOSURE <br /> Cu <br /> - <br /> E L PER <br /> CMLDWGS. zo PER STRUCTURAL PLAN/ ELEVATIONS <br /> C <br /> 0 Cua <br /> CU rn 3/4"PIPE <br /> 0 > CANE BOLT 1/2"DIA.x 24"L CANE BOLT <br /> o SET INTO CONC.SLAB, "HOLD-OPEN"TABS LATCH RODS <br /> 12"DEEP SHEET NUMBER: <br /> Coo <br /> E Q 2 TRASH ENCLOSURE FRONT ELEVATION 1 TRASH ENCLOSURE PLAN . 0 <br /> Cu <br /> Cu SCALE: 1/2" = F-0" SCALE: 1/2" = F-0" <br /> Cu <br /> 02020 DB Franchising USA,LLC <br />