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CUENT: <br /> 6" DIA. STL. PIPE FILL W/ bp <br /> CONCRETE PAINTED <br /> 3/4" DIA. STL. ROD, WELD <br /> TO 1" DIA. STL. PIPE #12 SELF TAPPING SCREW <br /> #12 SELF TAPPING <br /> Q. .,� Q GALVANIZED METAL DECKING, W/ WASHER AND GASKET SCREW W/ WASHER AND <br /> SEE GATE DETAIL GASKET. PROVIDE (3) <br /> a 3"x16"x 20 GA. PER PAN @ SUPPORT <br /> GALVANIZED PAN DECK, <br /> ° d BY STEEL SUPPLIER 3"x16 @16" O.C. @ RIB x 20 GA. X12 SELF TAPPING SCREW <br /> a 4 � GALVANIZED PAN DECK, <br /> BY STEEL SUPPLIER <br /> 4 <br /> 2" x 2" x 1/4" ANGLE F 4"x7" 24 GA. SHEET <br /> FRAME AND BRACES METAL GUTTER <br /> .1" DIA. STL. PIPE 4" IN HSS 4X3X MAIN <br /> LENGTH WELD ONE TO <br /> FRAME 1"x1"xYs" ANGLE <br /> ANGLE AT DOOR WELD GUTTER SUPPORT <br /> ANOTHER AT 6" PIPE HSS 4X3X 3f6 <br /> MAIN FRAME HSS 4X3X %s <br /> ® 1 <br /> JDD D�o S� � (AT TRASH ENCLOSURE) #12 SELF TAPPING MAIN FRAME #12 SELF TAPPING ARCO <br /> SCREW @16" O.C. SCREW @16" O.C. " <br /> 2x2x %s �8 <br /> _ 1' ®P WEST COAST PRODUCTS,LLC <br /> SCALE: NTS HSS BRACE HSS 2x2x <br /> BRA2x3 DOWNSPOUT <br /> D <br /> Yl TYP. ALL CONNECTIONS U.N.O. <br /> 3x3x '6 HSS COL s 3x3x %6 HSS COL s TYP. ALL CONNECTIONS U.N.O. `�' <br /> 6 3"x16"x 20 GA. <br /> GALVANIZED PAN DECK, <br /> 1" DIA. STL. PIPE 4" IN T.O. CMU WALL T.O. CMU WALL <br /> BY STEEL SUPPLIER ` <br /> LENGTH WELD TO ANGLE -- <br /> AT DOOR <br /> Y4 x7Y4 x7Y4 BASE PLATE `.. :. " " <br /> 01 '" Y"� x 7" EMBED Y4 x7Y4"x7� BASE PLATE <br /> W � <br /> ANCHOR BOLTS W/ (2) Yz "� x 7" EMBED p� <br /> ANCHOR BOLTS 07 DECKING TAI <br /> 2" x 2" x 1/4" ANGLE — SCALE: NTS <br /> FRAME y4 <br /> 1 " �mG <br /> 2" <br /> 18215 72ND AVENUE SOUTH <br /> 05 � �D� 06 7�49> KENT, WA 98032 <br /> WASHER — SCALE: NTS — SCALE: NTS (425)251-6222 <br /> (425)251-8782 FAX <br /> CIVIL ENGINEERING, LAND PLANNING, <br /> 1 1/2" 18 GAUGE TYPE 'B' 2" x 2" x 1/4" ANGLE — MITER SURVEYING, ENVIRONMENTAL SERVICES <br /> GALVANIZED METAL DECKING JOINT & WELD AT CORNERS — No. DATE REVISION DESCRIPTION <br /> 8" SPLIT FACE PAINT TO MATCH BUILDING <br /> — CMU, PAINT TO 1 1/2" x 1/4" STL. STRAP AT 01/18/16 BUILDING PERMIT SUBMITTAL <br /> MATCH STORE REAR FACE OF DOOR — WELD t <br /> TO STEEL ANGLE AT CORNERS <br /> 1" DIA. STL. PIPE 4" IN LENGTH 13/4" W x 2" D x Y16' CHANNEL 3 <br /> WELDED TO 6" PIPE. WELD 3/4" DIA. 6" DIA. STL. FRAME (FULLY WELDED) WITH 1Y2" <br /> SOLID STL. ROD 8" IN LENGTH INSIDE PIPE FILL W/ DEEP; 20 GA. CORRUGATED <br /> FOR DIA. PIPE TO ACT AS HINGE CONCRETE DECKING, BHP METALS "BOXRIB" <br /> DOORQ <br /> OR EQUAL, PAINTED TO MATCH <br /> BLDG COLORS <br /> 6" DIA. STL, STD. WT. SLIDING LATCH DOLCO 207 <br /> PIPE FILL WITH CONCRETE ( ) <br /> ® A <br /> (�o2 (AT TRASH ENCLOSURE) 02 BOLT 'J' STRAPS TO DOORS, <br /> LOCATE TO HOLD CANE BOLTS <br /> WHEN DOORS ARE IN USE O <br /> SCALE: NTS <br /> CANE BOLT (STANLEY #1009-18") tt <br /> 3/4" STANDARD PIPE (SLEEVE) <br /> SEAL <br /> ° ° 6" IN LENGTH WELDED AT <br /> 4 ® 24" ON 99 q BOTTOM CORNER OF EA. DOOR !; OF CAL f — , <br /> OF GROUTED CELL 3/4 CEMENT PLASTER �n_>� 6" CONC. SLAB WITH `� F0, <br /> OVER 8 CMU, FINISH CONCRETE ENVELOPE 3 @ 12" OC E.W. @ DANIEL BRIAN <br /> �4 @ 24" HORIZ TO MATCH '�,°�_ <br /> �>�-��—b�� 1 AT GATE POST � �� <br /> IN BOND BEAM CONVENIENCE STORE BB <br /> C-18865 x <br /> #4 DOWELS @ 24" O.C. <br /> DIA. <br /> �" <br /> GA <br /> �.. DETAL� REN. 8/31/17 �c/U <br /> #4 DOWELS @ 24>9 Seo ARG <br /> OC. @ WHEEL STOPS ci LL SCALE: 1/2" - 1'-0" <br /> ryz <br /> LL w <br /> (2) #4 <br /> 6" J—BEAD <br /> 10y" 3"x16"x 20 GA. 10" <br /> c`v m 11'-8 1/4- 11'-8 1/4- <br /> GALVANIZED PAN DECK, <br /> BY STEEL SUPPLIER <br /> 2"x7" FASCIA y4"/FT SLOPE <br /> 3"x16"x 20 GA. 07 08 4"0' GUTTER <br /> sa GALVANIZED PAN DECK, <br /> » BY STEEL SUPPLIER — — 1X1XY" ANGLE CONT. <br /> a 7 SHEET 2x2x %s HSS <br /> METAL FASCIA <br /> 1 _8" 2x2x 3/6 SS B ACE HSS 4X3X %6 MAIN FRAME DEVELOPMENT INFORMATION: <br /> 6" CONC. SLAB WITH 2X3 DOWN SPOUT <br /> #3 @ 12" OC E.W. @ <br /> L2yz x 1Y2 X 3/6 GALV 3"X3"X %6 HSS COL. TYP. OI 3000 am/pm <br /> 12" 2x2x f6 HSS BRACE 3"X3"X 3/6 HSS COL. TYP. OF 6" DIA STL. PIPE FILL w/ 6. W/ Y" X 7y"X7Y" BASE <br /> CONCRETE FUEL CANOPY <br /> : o 0 6. W/ y4" X 7Y"X7Y" BASE PLATE W/ (2) y9,O X 799 <br /> 03 DDu dafio fin D D DRH <br /> PLATE W/ (2) Y2"0 X 7" BENJAMIN MOORE DTM EMBED ANCHOR BOLTS <br /> EMBED ANCHOR BOLTS ACRYLIC GLOSS ENAMEL <br /> o #P28-08 <br /> "SAFETY WHITE" #4 HORIZONTAL IN BOND <br /> _ —OR BETTER BM @ 24" OC. SITE ADDRESS: <br /> SCALE: NTS [� #4 HORIZONTAL IN BOND _ c� <br /> BM @ 24" OC. a Ld <br /> ......... <br /> ESCALON AVENUE <br /> #4 VERTICAL @ 24" OC. @ <br /> E0 <br /> CMU q GROUT REINFORCED @ HIGHWAY 120 <br /> JOINT 6" <br /> EXPANSION WIDE CELLS ONLY BSCAL®N,GA <br /> co <br /> WHEEL STOP CULTURED STONE VENEER <br /> #4 VERTICAL @ 24" OC. @ REINF. CONC. u FACILITY # TBD <br /> CMU GROUT REINFORCED APRON SPLASH GUARD <br /> 6" WIDE CELLS ONLY DESIGNED BY- . ALLIANCE Z&DM: <br /> WHEEL STOP o 0 <br /> yg"/FT SLOPE asf I CHECKED By Dg0 BP REPi'al: <br /> LANDSCAPING AREA <br /> y8" <br /> X'/FT <br /> . . 4�� MIN COMPACTED <br /> SLOPE GRANULAR FILL VERSION: PRO�cr Na <br /> 17223 <br /> HOOK TYP. DRAWING TITLE. <br /> 6" CONC. SLAB WITH <br /> 4" MIN COMPACTED °. a �I ( #4 @ 12" OC E.W. @ q <br /> TO SEWER <4 G ANULAR FILL I SEE FOUNDATION 03 1'-0" TRASH/RECYCLE <br /> 6" CONC. SLAB WITH DETAIL (TYP) — <br /> ENCLOSURE <br /> 2—#4 CONT. #4 @ 12" OC E.W. @ 1 -6 18"0 x 3' POST <br /> TYPICAL 6" 6" 1'-0" 1'-6" <br /> FOOTING, FOUNDATION SHEET No: <br /> BEYOND <br /> o� NOT UDDD Dection Secfion <br /> _ <br /> AA BB <br /> SCALE: NTS SCALE: 1/2" = l'—O" SCALE: 1/2" <br /> - l '—O" SDmm2_ <br />