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175 <br />I <br />40-56-A-SK003 A506 CONCRETE CURB BELOW <br />LEVEL 1 <br />EL 100'-0" <br />MECHANICAL EQUIPMENT. <br />- a REFER TO MECHANICAL DRAWINGS <br />STEEL TUBE COLUMN. <br />REFER TO STRUCTURAL <br />._ e� I DRAWINGS - <br />o m io o REFERENCE DETAIL 4 AND 6 <br />�.. a . ON SHEET A506 FOR <br />i®-- STEEL TUBE GIRT. <br />WATERPROOFING <br />i REFERSTRUCTURAL <br />DRAWINGS <br />-EPDXY FLOOR COATING <br />a g o a "° WITHOUT UNDERLAYMENT <br />ON WALL FACE <br />3.75 <br />REFER TO SECTION <br />2/A603-60 FOR NOTATION REMOVABLE STEEL PLATE <br />IN COMMON OVER. REFER TO <br />\� STRUCTURAL DRAWINGS <br />— - - — — _ PLATFORM LEVEL <br />j 100' - 10 1 /8" <br />1 LTV L Ut <br />- .4- 100, <br />— 0" <br />a , <br />I DRAIN TROUGH AND <br />PASSAGE SLOPED TO - <br />SUMP PIT. REFER TO EPDXY FLOOR COATING <br />- STRUCTURAL DRAWINGS i WITHOUT UNDERLAYMENT <br />y ON WALL FACE 3'-0" ABOVE <br />SUMP FLOOR <br />---- -- - - - -- <br />I_ <br />z. <br />a, CIP CONCRETE SLABS <br />_ IA3/4" SINGLE -SKIN METAL PANEL. _ AND WALLS, TYP'. REFER <br />: <br />REFERENCE DETAIL 4 AND 6 -I ° ® Q I CIP CONCRETE SLAPS FINISHED COATING BOTH SIDES. -/- �"%' TO STRUCTURAL DRAWINGS <br />ON SHEET A506 FOR e'. I AND WALLS, TYP. REFER ANCHORAGE PER MFR'S <' <br />_ <br />WATERPROOFING ` 1 I TO STRUCTURAL DRAWINGS REQUIREMENTS USING S.S. SCREWS <br />° <br />i66AND BUTYL MASTIC TAPE. REFER TO <br />a - - k�� <br />WATERSTOP TYP I ° e I SPECIFICATIONS FOR COLOR x, , <br />a <br />6 <br />( ) 1 _ �" 4 � REQUIREMENTS <br />ROUGHEN SURFACE TO 1/4" AMPLITUDE I ° ° P A508 <br />(DO NOT ROUGHEN AT WATERSTOP, TYP) 3"x3" METAL TRIM WITH HEMMED <br />� <br />fa <br />- I P E®GES. MATCH METAL PANEL = <br />MATERIAL AND FINISH. ANCHOR�' EPDXY FLOOR COATING <br />TO METAL PANEL RIBS ( 12 OC WITH UNDERLAYMENT Al <br />EPDXY FLOOR COATING �° <br />UP <br />WITH UNDERLAYMENT AT WITH S.S. SCREWS AN BUTYL , <>i :`�' WALLS AND FLOORS, <br />WALLS AND FLOORS, EXTEND UP°- a ° a I MASTIC TAPE - WALL FACE 3' 0",, BASISOFDESIGN: <br />P� <br />1 r <br />D UTY <br />FULL HEIGHT OF SUMP PIT WALLS a ° '< q a _ SHERWIN WILLIAMS #3741, LIGHT <br />ALL SIDES, BASIS OF DESlGN:SHERWIN I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ `V I -- GREY, REFER TO SPECIFICATIONS <br />WILLIAMS #3741, LIGHT GREY, REFER - o m - = =1 FIBERGLASS GRATING BELOW. <br />TO SPECIFICATIONS - - REFER TO STRUCTURAL DRAWINGS --- <br />SUMP PIT SECTIONoPANEL WASH SUMP PIT SECTION SPAR WASH <br />5 DETAILOD- 3BOOTH <br />2 <br />SCALE: 3/4" = 1°r®" ,A610-02a A603-61 SCALE: 1 1/2°` v 1'-®" _ _ __- _. <br />A606 A603-61 SCALE: 1 /2" 1'60" =A608-618-61 <br />&50 3.55 3.60 3.65 310 3.75 <br />- METAL WALL PANEL <br />BEYOND <br />4 <br />A608-61 CONCRETE CURB 1 <br />{ I BEYOND. REFER TO <br />I 1A200-19 A606-60 I <br />STRUCTURAL DRAWINGS <br />( LEVEL, M1 <br />- 11� <br />---- _ - - - <br />_ I �- '— <br />j ! ( ) REMOVABLE GUARDRAILS <br />BEYOND. REFER TO SHEET <br />j A606-01 FOR DESIGNATIONS <br />AND DIMENSIONS <br />- PLATFORM LEVEL <br />STEEL BEAM. REFER I ( { 1 <br />TO STRUCTURAL DRAWINGS - ` - -- -- ! �,.100' - 10 $ri <br />1 LEV, L 1 <br />--- - <br />PVC CURTAIN VALANCE. COLOR 10 ' = 01" <br />°: :_ - <br />TO BE DETERMINED BY OWNER. _ _ a � � _' , q - -', a. ? . � . A_ a. .° _. � .. - _ - a a - d <br />TYP BOTH SIDES OF BEAM I { I CONCRETE SLAB. _ ( ktA608-61 <br />NUT AND BOLT MOUNTING SLOPE TO SUMP PIT. <br />KIT PER MFR'S RECOMMENDATION = , REFER TO STRUCTURAL <br />DRAWINGS - — - — <br />PROVIDE 1/6" DIA. VINYL COATED <br />STEEL RESTRAINT CABLE TO FIBERGLASS GRATING, <br />DEEP CURTAIN ON TRACK SECTIONSPAR WASH BOOTH REFER TO STRUCTURAL <br />DRAWINGS <br />SCALE: 1/8" m 1'-0" 1A230-19 A608-61 <br />CURTAIN TRACK W/ PALL <br />BEARING ROLLERS AND 1" HOOF{ <br />-- - METAL WALL PANEL BEYOND <br />LEVEL M-11 3.50 3.55 3.60 METAL WAIL PANEL 3.65 3.70 3.75 <br />114, - 0 <br />91 <br />BEYOND <br />1 <br />PVC CURTAIN W/ OPAQUECONCRETE CURBBEYOND. REFER TO <br />PANELS (COLOR TO BE BLUE) AND I I STRUCTURAL DRAWINGS 1A230-19 A606-60 <br />TRANSPARENT VISION PANEL (VISION PANEL I J I 1 { <br />SIDE 36 HIGH x LENGTH OF CURTAIN. - __ 1 _-- - __ L���i 1 <br />--- <br />VISION PANEL BOTTOM 60 -- ------ -- - L- - -�-- -) __ 17 �( 1�P e O,P <br />AFF . MAINTIN 1 MIN CLEARANCE -_____ _ _ --, r FROM OF CURTAIN TO ! - - T -- - 1 <br />FINISHEDFLOOR. PROVIDE WEIGHTED - _ � � -- - —�. -�- - ---� <br />REMOVABLE GUARDRAILS <br />HEM BEYOND. REFER TO SHEET <br />A603-01 FOR DESIGNATIONS <br />I � � <br />AND DIMENSIONS <br />I � T <br />PLATFORM LEVEL <br />I 100'A10 8" <br />I — LEVEL 1 <br />- — <br />- 100' 0" a <br />{ { I CONCRETE SLAB. <br />SLOPE TO SUMP PITDETAIL PANEL WASH PVC CURTAIN. A60S-61 <br />®� ® CITY O EVE ET <br />REFER TO STRUCTURAL -=_ ° �., . ; � 6�_ <br />_ DRAWINGS � �=� � Syr_ <br />SCALE: 1 1/2" _ 'j'-®" <br />A606-61 A603-61 - REVIEWED FERMI <br />FIBERGLASS GRATING. <br />PANEL WASH 2 BOOTH SECTIONREFER TO STRUCTURAL 0 1/2' 1' 1 1/2' 2' <br />® DRAWINGS LONG ---6md MEOW <br />MIT�` � � '�' SCALE: 1 112" ®1'-0'° <br />3 <br />SCALE: 1/6" = 1'-0" 1A10-19 A603-61 a REGISTERED 0 1' 2' 4 6' <br />t ''€^� � ARCHITECT ' <br />ry SCALE: 1/2" m 1'-0" <br />w'evw.l�rp€�.com Copyright 2�319 �. �' f ..r`=`.�. <br />Architects Engineers, Inc, KENNETH M. LOWERY 0 4' S' 16, 24' <br />t669 3tiAv �i��,sr,ka63t5 State or'PlasKng1mi STATE OF WASHINGTON 11 <br />CertkaleofAuthux3ir n <br />Lynnvmd,vla0ingtnn,08036 AchrtedureNo. 603-9355e2 � SCALE: 1/8" = 1'-0" <br />dZy-g29-. 50[t Errgu, a ng 140, 3137 <br />SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ACCEPTABILITY DRAINN DATE SUBTITLE _ CURRENT REVISION SYMBOL DATE <br />CAJ 06/25/19 SECTIONS W2548317 06/25/10 <br />0 REVISION - RELEASE 117 (IFG = PH�JIl2) CAJ KML 06/25/19 THIS DESIGN AND/OR CHECKED - <br />SPECIFICATION IS APPROVED KML 06/25/19 SHEET <br />C9) ENGINEER - TITLE BOEINO 777 CWC BUILDING <br />_ APPROVED BY DEPT. DATE KML 06J25/19 <br />CHECKED <br />__ A608-61 <br />APPROVED BUILDING <br />-JO <br />B NO COMP No. 40-53-A003=01 <br />APPROVED DING NO. ' <br />_ ARC�ITLOT�RAL I1�A�TLR EVERETT, WA 40-55mA503-61 <br />