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on <br />N <br />w <br />p <br />0 <br />CL <br />CL <br />kn <br />WF8x35 <br />(2) C808.75 <br />4 PANELS @ 17'-6"=70'—O" <br />E322 E520 <br />c <br />E322 E5220 <br />c� <br />WF8x24 <br />E3221E520 <br />WF8x35 <br />(2) C8x 18.75 <br />, -� CY, <br />WF8x24 <br />TRUSS T-3 ELEVATION A <br />SCALE: 3/16"=V-0" EWFTS5E322 <br />ALL FRAMING SHOWN IS EXISTING <br />EXCEPT WHERE CALLED OUT "NEW." <br />WF8x35 <br />(2), C8x'I 8.75 <br />LL_ <br />LLJ <br />CD <br />001 <br />L-i <br />cf) <br />Lj_ <br />Lj_ <br />-j- <br />:z <br />CD <br />DD 3: <br />7 —6" TYP <br />TO WP <br />WF1 448 <br />0 0 <br />LLJ <br />STRUCTURAL TOLERANCES <br />SURFACE FINISHES <br />MACHINING <br />TOLERANCES <br />LLJ <br />0 —0" TO 30'-0": <br />±1/16" <br />PRECISION PARTS 3Z/ <br />X.X <br />±�030" <br />0- <br />> 3 0'— 0 <br />1 /8" <br />REAM, SHAFTS: 6y <br />X.XX <br />±.01 o " <br />C/� <br />Ll__jj <br />ANGLES: <br />1 . 0, <br />TURN, MILL, BORE: "I <br />\y <br />X. XX X <br />Kxxxx <br />±.005" <br />±.0010" <br />DRILLED HOLES: <br />+ 1 /32" <br />I CLIP, CUT, TRIM: '5\y <br />ANGLES <br />±0.02' <br />BLDG, <br />symm. <br />2 PANELS @ 15'-0" = 30'-0" <br />NEW HSS 5.000"x 0.250" <br />BRACE MEMBER <br />E322 E5 20 <br />'X <br />S P ICE <br />0 I Q10 1-9 <br />WF6x2O WF6x20 <br />4 <br />E322 Eta <br />2-0 <br />TRUSS T-9 ELEVATION <br />SCALE: 3/16"=1'-0" E#S51 E322 <br />ALL FRAMING SHOWN IS EXISTING <br />EXCEPT WHERE CALLED OUT "NEW." <br />90 <br />100 101 12 103 <br />(5� RAY� ra, 96'—n" = 1 �n'—n" <br />Oa <br />LLJ <br />LL_ <br />0 <br />C-31i <br />TO WP <br />7 <br />7 <br />—0" <br />E_3922E520 <br />13'-0" TO WP <br />F322 F520 <br />WF1 2x65 <br />7�- <br />WF1 2x79 <br />WFI 209 <br />WFI 2x 79 <br />WFI 2x65 <br />(2) C12x3O <br />(2) Cli 2x3O <br />(2) C 1 2x 3 0 <br />(2) C12x3O <br />(2) C12x3O <br />NEW HSS <br />L.L <br />J <br />n <br />5.000"x 0.250" <br />BRACE MEMBER <br />NEW HSS v- <br />/5.000"x 0.250" <br />BRACE MEMBER <br />LL- <br />Li <br />SPLICE <br />CDS�Q <br />�OD <br />4�1 "s <br />O Li <br />ry <br />Ln <br />Q0 <br />SPLICE <br />CD <br />x <br />cli <br />x <br />cl-J <br />N\ <br />C) <br />0 <br />0 <br />= <br />>< <br />Ax\ <br />. <br />LL_ <br />� <br />(D <br />LC) <br />0 C/) <br />CL� <br />C) <br />E3'2�E 520 <br />� 2��� <br />t <br />.. <br />� c� S <br />E322 E520 <br />......, Q f <br />� � ,, <br />1 ?�'53 <br />cn <br />LL_ <br />D <br />-C <br />F <br />WF12x40 <br />r-- <br />WF12x40 <br />'I <br />L( <br />WF12x53 <br />W F 1200 <br />W/1`11200 <br />2'— 0 <br />CL <br />REF TO WP <br />0 <br />Ln <br />ct- <br />LL_ <br />6'— 6 <br />r'\Lr iu vvr CENTERLINE TRUSS T-6 ELEVATION <br />WELD INSPECTION AS FOLLOWS: <br />100% VISUAL TEST ALL WELDS <br />100% MT FOR ALL FILLET WELDS <br />< 100% MT FOR ALL CJP WELDS WITH T OR,-` 7 <51,, <br />100% UT FOR ALL OTHER CJP WELDS <br />SCALE: 3/16"=1'-0" ERFS51 E322 <br />NO T <br />I E — APPLIES TO CENTER TRUSS T-6 ONLY. <br />ALL FRAMING SHOWN IS EXISTING <br />EXCEPT WI IEPE CALLED OUT "NEW <br />MATERIAL: AS NOTED' <br />FINISH: NONE <br />HOLES: NONE <br />REF.DRAWING: <br />VERIFICATION OF DIMENSIONS, RFS5 S322 <br />DETAILS, ETC.., ARE REQUESTED CONTRACTOR: <br />WHERE INDICATED. <br />In N <br />EACH REQUEST FOR VERIFICATION ARCHITECT: <br />WILL BE ASSUMED CORRECT I <br />UNLESS NOTED OTHERWISE. I DETAILER: WEST COAST DRAFTING <br />WELD: <br />0 <br />0 <br />CD <br />=Z <br />00 <br />Lo <br />ZE\ <br />JUNE 24/20 <br />TO SUIT JUNE 10 MARK —UPS <br />MAY 7/20 <br />TO SUIT SUB. 05120-3-1 <br />JAN 24/20 <br />APPROVAL MARK—UP NOTES ADDED <br />,BAN 14/20 <br />DRAWING REF. UPDATED PER APPR. <br />DEC 19/19 <br />FOR APPROVAL <br />REV I <br />DATE <br />DESCRIPTION <br />STANDARD STEEL FABRICATM CO, <br />S155 FIRST AVENUE SOUTH, SEAT LE, WA., 98109 <br />PHONE: (206) 767-3314 <br />PROJECT: BOEING BUILD9NG 45-001 <br />Gl STRUCTURAL VERTICAL UPGRADES <br />TITLE: TRUSS ELEVATONS <br />DRAWN: RS <br />I CHK: MB <br />PROJECT NO. <br />232219 <br />I DRAWING NO. <br />E322 <br />HEET NO, <br />71 OF 1 <br />ZL <br />