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HomeMy WebLinkAboutT-3430218q A 0 d- 3 e 0 u1 0 z 0 z r., i w 0 i HSS2Y2x2 TYP TOP CHORD STRUT BEHIND I I \\\ I I I I CENTER I DIAGONAL � I I BOTTOM CHORD DETAIL �11� SCALE: 1 1/2" = 1' -0" 278 a I a END HSS2yx2Y2 TRUSS DIAGONAL TYP STRUT TRUSS DIAGONALS — BOTTOM CHORD HSS2Y2x2 XB ADJACENT TO \TOP CHORDS HSS2&2 END RAs TOP CHORD TOP CHORD I I � SEAL STRUT \\ \\ / / - % �/is WELD CENTER DIAGONAL \ \ 707 1 4 CENTER HSS I I / / DIAGONAL 4END Res TIP BOTTOM CHORD A LL ENDS / —OF TRUSS MINIMUM CONDITION TRUSS BOTTOM CHORD \ \ / / OF TRUSS DIAGONALS U � BOTTOM CHORD MAXIMUM CONDITION SECTION SCALE: 1 1/2" = 1' -0" – TYPICAL TOP & BOT CONNECTION DETAIL SCALE: 1 1/2" = 1' -0" – END PL DETAIL SCALE: 1 1/2" = 1' -0" TYP HSS2Y2x2 TYP m TOP CHORD - - - - -- - - -- O HSS POST - -- - - - -� Y _ L - - -- I COL SHEATH CENTER DIAGONAL r� / SEE DETAIL SHEETS 1DIA" 4 I r 276 & 279 5 ®3" OC # /�i i III rr /r CENTER \ / N STIRRUPS r DIAGONAL CENTER TRUSS \ / DIAGONAL GRADE 3 s N 2 -6 DIAGONAL Yi6 2 -6 i // / BOTTOM CHORD I I / / OF TRUSS \ / / BOTTOM CHORD _ / TRUSS \\\ /// o B-13 - - -- __ END R%s DIAGONALS \ / OF TRUSS I 1' -6" LAP HSS4x4 STUB SLOTS M /—#5 0 TIEINSIDE OF HSS6x6 OC I o x I c.1 U(sx3xCONT I U4xlYzx5Y2 ABOVE & 6#6 x 4' -6" J F FRONT &BACK m BELOW OUTRIGGER I COLLAR /BEARING HSS6x6 POST AT TRELLIS ; o A R TO A -A M U R1" WELDED TO IDENTITY x 3' -6" S ® ® COL SHEETH / A OUTRIGGER N I I I I om o STUB COL 33/q'Wxt' -5 IDENTITY POSTS a II II A "DIA A307 o m SHIMS SNUG II II BOLTS SNUG I I I I ~ � WELD TO I I I N TIGHTx2 OUTRIGGER 0 II I STUB COL II " 4' -0" MAX VERT SPACING o II II 04 (MIN 3 PER COL) Uf6x6xCONT C I� r SIDES /- A -A rL I I \ Y TYP COLUMN SHEATH HSS6x6 I COLUMN SHEATH - 2' -6 "DIA 1Xz" HSS6x6 POST T=3430218 SUPPORT FRAME DETAIL SECTION DETAIL SECTION %c SCALE: 1 1/2" = 1' -0" 278 SCALE: 1 1/2" = 1' -0" SCALE: 3/4" = 1' -0" 278 SCALE: 1 1/2" = 1' -0" 1 RI{ SURVEYED: KPG BRIGHTENGINEERING, INC. Al CITY OF NTON RAINIER AVENUE S (SR 167) DRAWING NO. 278 DRAWN BY: ET STRUCTURILL Pa CIVIL ENGINEERING S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 DESIGN BY: PH BID Public Works Department (1 809 Surre 1 00 FED AID NO. - CM0167(048) CHECK BY: AB 5ai�1101 DOCUMENTS SEnT(20 (206) 625-3777 98101 APPR DFOR CONSTRUCTION STRUCTURAL DETAILS DATE: NOV 2011 PROJMGR: JF (zos >szs3n7 GATEWAY TRELLIS PLAN AND ELEVATION J /ONAL FAX: (206) 625 -1851 BY: DATE: SHEET NO. 278 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DSTRC03.dwg '�j 1Q z < jT� to /V ti O I G� �a o -c a .p o w