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I <br />2'-699 <br />t� <br />0f <br />LLI <br />0 <br />STIF PL1/2 <br />TYP <br />L OF WF C L OF WF <br />(3) EQUAL TREADS @ 2' 9" <br />TYP, DECK 316 4-12 3-SIDES 316 <br />TO STEEL BMt %6 4-12 TYP %6 <br />PLATFORM ELEVATION SECTION <br />SCALE: 1 99-1'-09, <br />TYP TO TREAC <br />& STRINGER <br />44" #19 FLAT MESH WELD — HSS2x2xY6 <br />TO GUARDRAIL TUBE & TYP <br />KICKPLATE @ 6" OC TYP <br />16 <br />CAP P V14 <br />TOE KICK PV4x6" Y4 <br />TYP <br />16 TYP <br />- STIF PLY TYP <br />Y4 TYP <br />Y4 <br />SHIM AS REQD <br />TYP <br />(E) WF BEAM <br />SS COL <br />EE PLAN <br />HANNEL <br />EE PLAN <br />LOSURE PV18 <br />'f <br />(E) COL TRUSS---,.,-", <br />5559 <br />� r-7 <br />TYP Q01 <br />m <br />STIF PV <br />CHANNEL <br />SEE PLAN <br />TYP I6 <br />>/16 <br />\-- WF <br />BEAM <br />SEE PLAN <br />STAR <br />CONNECTION <br />g BEAM TO BEAM CONN <br />SCALE: 1 99 =19 <br />—099 <br />5559 SCALE: 199-17-099 <br />SYM REVISION <br />BY <br />APPROVED DATE SYM <br />REVISION BY APPROVED DATE <br />ORIG <br />BUILDING 40-031 - FACTORY STEAM PIPING 11578401 <br />CEI <br />EO <br />04.17.14 <br />A <br />FACTORY PRV/SRV DECK UPGRADE <br />W5805116 <br />CEI <br />EO <br />04,09.20 <br />A <br />PERMIT SUBMITTAL <br />W5805116 <br />CEI <br />EO <br />08.19.22 <br />I <br />rf-� <br />S454,S4551 S 59 <br />v 0 L <br />5559 <br />/rl Tnn Tns €(-r ni onnn <br />(E) TRUSS VERT <br />%560 5559 <br />STIF PU/2T KNIFE PL�x7xAS REQD <br />� TYP ¢ — <br />4 PLACES 5/6 C / Y \ <br />PI,2x8x0'®8 <br />99 <br />j4 <br />�4 .� <br />PIPE SUPPORT HSS5x5xY4 / SLOT HSS FOR <br />SEE F/S560 KNIFE PLATE <br />±9}_0}9 VIF / <br />Y4 09-4,9 <br />Y4 0' — 4,9 TYP <br />UJ:�- <br />Ed= <br />— (E) 2L ORIENTATION <br />VARIES <br />C) <br />I <br />4 Ira <br />GUIDE/ANCHOR BRACE DETAII <br />SCALE: 1 99-1 }-0" n <br />i <br />M � <br />r- L,%4 X 1 G X J— `I - <br />SHEAR PL <br />CATWALK CONNECTION <br />SCALE: 1 "=1'-0 <br />(E) HANDRAIL <br />TO BE REMOVED <br />PL i6x6x2'-6" <br />(E) 12CA <br />CATWALK <br />STRINGER <br />S454,S455IS559 <br />5559 <br />L4x4xl/2x0'-099 ES OF Y4 TYP IDES <br />GUSSET PL W/ (2) — (E) TOP TRUSS <br />%"0 A325 THRU BOLTS CHORD <br />I <br />—_ --- _-- ---- _ — <br />(E) ANGLE <br />CLIP <br />(E) 2L (E) 2L <br />`-(E) 2L <br />- PLr4x4x1'-299 <br />WHERE OCCURS <br />W/ CONT <br />WELD TO (E) TRUSS <br />DIAGONAL <br />PER A/S502-3, SLOT <br />CENTER AS <br />REQD TO CLEAR <br />GUSSET <br />TRUSS <br />CONNECTION <br />DETAIL <br />4 <br />SCALE. 19,-1'-099 <br />A <br />S220, 222 5559 <br />1 A A 1/ <br />n r- f, r, 1- <br />TRUSS CONNECTION DETAIL <br />SCALE. 199-1'-0" -- A <br />REMOVE (E) GUARDRAIL & —/ <br />SCREEN. INSTALL (N) 2'-6" <br />GUARRAIL POST & WELD <br />(E) CROSS MEMBER <br />-_ PL/4 DIAMOND <br />PL DECK <br />(N) HSS GUARDRAIL —=-=---- - -- <br />POST SEE PLAN I ®. cm <br />8 <br />S217,S220 222 5559 <br />REMOVE (E) <br />1 GUARDRAIL <br />TYP SCREEN. INSTALL <br />1 (N) GUARRAII_ POST <br />& WELD (E) CROSS <br />MEMBER <br />PLY4x 1 2x3'-4" <br />SHEAR PL <br />5 <br />99 17--y 87 / 1 9-3997} <br />2 3 "� J <br />O /4 A325 <br />THRU BOLTS <br />CATWALK CONNECTION � M <br />SCALE: 1'9" I'-0" CITY OF EVERETT S559 <br />REVIEWEDFOR PERMIT <br />°' - --- <br />ACCEPTABILITY <br />DRAWN <br />CEI <br />DATE <br />04.17.14 <br />SUBTITLE - - <br />CURRENT REVISION SYMBOL DATE <br />®�� <br />THIS DESIGN AND/OR <br />CHECKED <br />L 1 <br />W580511608.19.22 <br />SPECIFICATION IS APPROVED <br />E. OJALA <br />04.17.14 <br />-------A <br />SHEET <br />ov" <br />-- APPROVED BY DEPT. DATE <br />- ENGINEER <br />J. VOLKMAN <br />04.17.14 <br />TITLE FACTORY PRV SRV DECK UPGRADE <br />/ <br />S559 <br />CHECKED <br />E. OJALA <br />APPROVED04-31 <br />04.17.14 <br />BUILDING <br />JOB NO. COMP NO. <br />11578401 <br />�L <br />APPROVED <br />I <br />_ <br />STRUCl URAL MASTER EVERETT, <br />WA DWG NO. 40--031—S559 <br />