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El <br />6151, (181-5131, Wp/Wp) -10 P9 <br />84- 6S FINISHED DIM. <br />61" CUT THRU Ai 3" NO PAINT <br />8 <br />,Al <br />b 101 A2 MT 100% <br />STD. STEEL WPS TC-U4a-GF <br />9" NO PAINT CJP FI <br />,LLETS 1-TALL NOT EXCEED <br />3 <br />LEG DISTANCE ONTO FLANGE <br />11/4 <br />1/8 <br />HSS 5.000"0 X 0.250 X 8'-59" <br />16 <br />2 101 B TRUSS T-6 BRACES <br />-A" (24'-113" 4 WP/WP) —9L5-"' is <br />11'-9;1" FINISHED DIM. <br />61" CUT THRU <br />:z <br />8( 5/8 )-2 <br />A325 W%NUTSc WASH. <br />19> MACHINING <br />ALLOWANCE <br />16 MIN. <br />1 ROOT <br />C) <br />12 <br />12 <br />4 <br />r99 <br />v 6 5 / 6 , <br />3 12 — <br />4/ 1/2 <br />SECTION A <br />- - - - - - - - - - - - - - - - ----- - - - - - - - - - - - - - - - - - - - ---- --- - - - - - - - - - -- - - <br />4 <br />A <br />SECTION B <br />M16T 100% <br />clol MACHINING <br />9 NO PAINT STD. STEEL WPS TC-U4ci-GF ALLOWANCE <br />CJP, FILLET SHALL NOT EXCEED 9 7� <br />LEG DISTANCE ONTO FLANGE 7 <br />16\ 141 MIN. <br />/4 <br />45* ROOT' <br />1/8 7 <br />HSS 5.000"0 X 0.250 X 11'-87" <br />2 101 C TRUSS T-6 BRACES 8( 5/8 )--2 <br />NOTE: TAKE -OFF ON BRACE A325 W/NUTS & WASH. <br />2 <br />Al -6ipp (171-111" WP/WP) -IC�" <br />84-Y FINISHED DIM. <br />61" CUT THRU <br />3" NO PAINT <br />d101 A2 MT 100% <br />9" NO PAINT STD. STEEL WPS TC-U4a-GF <br />CJP, FILLET SHALL NOT EXCEED m <br />Tj" LEG DISTANCE ONTO FLANGE 7 1/4 <br />45* <br />HSS 5.000"0 X 0.250 X 8'-2jj" 1/8 7 <br />A <br />4 101D TRUSS T-9 BRACES <br />PF ROOT < x __j <br />oclol- <br />--J <br />X <br />L11 \77, <br />b101 —, PJP WELD <br />clolWHERE OCCURS <br />d101 9 <br />j I T6" MIN. <br />oblol <br />SECTION H <br />SECTION C <br />12 <br />/2 <br />MACHINING <br />ALLOWANCE <br />19" MIN. <br />PF ROOT <br />8 ( 5/8 )-2 x 2 <br />A325 W/NUTS e WASH_ ab101 F/S <br />BACKING BAR <br />aIII 101 <br />MT 1 001o\/ <br />4 PLACES\ <br />T`O a c 10 1 <br />3/16 � \0 1 <br />GRIND F'_LjSFi <br />8Tk`.-P4----GF 45' <br />G <br />12 <br />5 <br />A2 <br />SECTION D <br />IV > <br />STRUCTURAL <br />TOLERANCES <br />SURFACE FINISHES(MACHINING <br />TOLERANCES <br />0'-0" TO 30'-0": <br />+ 1 /16- <br />PRECISION PARTS <br />X.X <br />+.030" <br />D_ <br />cf� <br />> 3 0'- 0 <br />REAM, SHAFTS: <br />x.xx <br />±.O I o" <br />cf) <br />X. x XX <br />±.005" <br />LLJ <br />ANGLES: <br />± 1.0, <br />TURN, MILL, BORE: <br />x.xxxx <br />±.00 I o" <br />DRILLED HOLES: + 1 /32" <br />CLIP, CUT, TRIM: <br />2 5�/ <br />ANGLES <br />±0.02' <br />Al <br />A <br />C, 7 <br />`PL 2- h101 <br />I - 101H BRACE CONN. PLATE <br />T-6 '1018 TO W12X65 TRUSS TOP CHORD <br />DO NOT PAINT <br />Ai <br />F <br />A C�' I <br />16 PL -1" - M101 <br />2 <br />1 101M BRACE CONN. PLATE <br />T-6 IOIC TO W12X79 TRUSS TOP CHORD <br />DO NOT PAINT <br />LL \-PL P101 <br />2 101 P BRACE CONN. PLATE <br />T-9 101D TO W14X48 TRUSS TOP CHORD <br />DO NOT PAINT <br />PREP N/S <br />Tj"@45* <br />4 PLACES <br />:z <br />_Ic\ <br />cjb101 <br />2 <br />ab101 DETAIL <br />BACKING BAR <br />A\ <br />PL 2 k101_/_1,_11___, <br />1 101K - BRACE CONN. PLATE <br />T-6 101B TO W12X53 TRUSS DIAGONAL <br />DO NOT PAINT <br />911, <br />NJ- <br />3" RAID. <br />PL <br />101 N BRACE CONN. PLATE <br />T-6 10112C' TO W12X40 TRUSS POST <br />DO NOT PAINT <br />!P4 <br />2 <br />LOW <br />D <br />A V_*_ LOICO <br />I <br />P!__ tiol <br />2 <br />2 101T BRACE CONN. PLATE <br />T-9 101D TO W14X111 TRUSS POST <br />DO NOT PAINT 1 <br />7 <br />MARK ZONE QTY <br />BILL OF MATERIAL <br />SHIP PIECE LENGTH WEIGHT MATERIAL <br />OTY ARK MARK TYPE DESCRIPTION <br />ri m T FT IN LB GRADE <br />_IcN <br />2 <br />1018 <br />MI <br />TRUSS T-6 BRACE <br />A2 <br />2 <br />b101 <br />HSS <br />5.000XO.250 <br />2 <br />aol0l <br />PL <br />3/4X8-1/2 <br />2 <br />ab101 <br />PL <br />1/2X4-7/15 <br />2 <br />loic <br />ml <br />TRUSS T-6 BRACE <br />A2 <br />2 <br />clol <br />HSS <br />5.00OXO.250 <br />2 <br />00101 <br />PL <br />3/4X8-1/2 <br />2 <br />abl 01 <br />PL <br />1/2X4-7/16 <br />A24 <br />4 <br />101D <br />dlOI <br />ml <br />TRUSS T-9 BRACE <br />HSS <br />5�000.250 <br />0 <br />4 <br />ca101 <br />PL <br />3/4X8-1/2 <br />4 <br />ob101 <br />PL <br />11/2X4-7/16 <br />1 <br />101H <br />MI <br />BRACE CONN. <br />PLATE <br />Al <br />1 <br />h101 <br />PL <br />11/2X6-7/16 <br />I <br />101K <br />MI <br />BRACE CONN. <br />PLATE <br />AI <br />kIO1 <br />PL <br />1/2X8-1/4 <br />A1 <br />I <br />101M <br />M101 <br />MI <br />BRACE CONN. <br />PLATE <br />PL <br />1/2X6-9/16 <br />A <br />1 <br />10IN <br />Mfl <br />BRACE CONN. <br />PLATE <br />1 <br />n101 <br />PL <br />1/2X9-1/16 <br />2 <br />2 <br />101P <br />P101 <br />M1 <br />BRACE CONN. <br />PLATE <br />PL <br />1/2X6-1/2 <br />2 <br />101T <br />W <br />BRACE CONN. <br />PLATE <br />A2 <br />tiol <br />PL <br />1/2XB-1/4 <br />7 <br />101V <br />ml <br />BRACE CONN. <br />PLATE <br />7 <br />viol <br />PL <br />1/2X5 <br />1 <br />1 <br />1101w <br />w101 <br />ml <br />BRACE CONN. <br />PLATE <br />PL <br />1/2X5-3/4 <br />A <br />SECTION F <br />12 <br />/2 7 3/8 <br />A <br />SECTION G <br />REMARKS <br />252 <br />8 5 <br />9/15 <br />215 <br />A500-GR <br />B <br />8 <br />1/2 <br />31 <br />A572-GR <br />50 <br />MACHINE, 9/16" MIN. <br />4 <br />7/16 <br />6 <br />A572-CR <br />50 <br />335 <br />11 8 <br />7/16 <br />298 <br />A500-GR <br />B <br />8 <br />1/2 <br />31 <br />A572-GR <br />50 <br />MACHINE, 9/15" MIN. <br />4 <br />7/16 <br />6 <br />A572-GR <br />50 <br />488 <br />8 2 <br />3/16 <br />416 <br />A500-GR <br />B <br />8 <br />1/2 <br />61 <br />A572-GR <br />50 <br />MACHINE, 9/16" MINI. <br />4 <br />7/16 <br />11 <br />A572-GR <br />50 <br />10 <br />1013/16 <br />10 <br />A572-OR <br />50 <br />13 <br />10 <br />13116 <br />13 <br />A572-GR50 <br />lo <br />10 <br />13115 <br />10 <br />A572-GR <br />50 <br />14 <br />10 <br />13/15 <br />14 <br />A572-CR <br />50 <br />23 <br />1 0 <br />1/2 <br />23 <br />A572-GR <br />50 <br />29 <br />1 0 <br />1/2 <br />29 <br />A572-GR <br />50 <br />71 <br />1 <br />0 <br />71 <br />A572-GR50 <br />10 <br />— <br />1 1 <br />o <br />10 <br />IA572-GR <br />50 <br />-0 <br />4( 7/8 )-2-1/4 <br />A325 W/NUTS & WASH. <br />In <br />4( 7/8 )-2-1/4 x 7 <br />\ <br />A325 W/NUTS & WASH. A -PL 2 W101 <br />"v 1 <br />101W <br />BRACE CONN. PLATE <br />N/11 F 1 <br />A S T 8 5 2 <br />- - <br />PL 2 <br />V101 <br />T"y 6, 101C <br />PA� <br />O DN01,.I <br />7 1010i BRACE CONN. <br />PLATE <br />NOTE: 'ENSION CONTF%N L BOLAS COME <br />0,1 B, 101 C, IOID <br />C 0 M P L EW(� E WITH A563 HEAVY <br />X <br />HEX NUT <br />_EJUNE <br />24/20 <br />TO SUIT DUNE 10 MARK-UPS <br />IF ` <br />DO NOPA%fl <br />AND F446 TYPE 1 FLAK SASH R. <br />MAY 7/20 <br />TO SUIT SUB. 05120-3-1 RFI 734 <br />BOLT <br />RFI 742 CONN. PL'S BEVEL CUT <br />32 <br />'Fe, <br />5/8 <br />2 <br />LEJEUNE TC <br />ao <br />PE 1 <br />HEAVY HEX, <br />PLAIN <br />0 <br />JAN 24/20 <br />SHOP ISSUE <br />32 <br />H1' <br />7/8 <br />2-1/4 <br />LEJEUNE TC <br />BOLT <br />B <br />DRAWING REF. UPDATED PER APPR. <br />WE L D. INSPELCTION AS FOLLOWS..; <br />_kTY IF <br />HEAVY HEX, <br />PLAIN <br />101A,F,G DELETED RFI 607 608 <br />S <br />100% VISUAL TEST ALL WELDS <br />QTYITYPE <br />I SIZE <br />I LENGTH <br />GRADE <br />REMARKS <br />ZA <br />DEC 19/19 <br />I <br />F OR APPROVAL <br />'100% M-F FOR ALL FILLETWELDS <br />NET FIELD BOLTS <br />REV <br />DATE <br />I DESCRIPTION <br />100% T FOR ALL CJP WELDS WITH <br />MT <br />II F� <br />00 UFOR AL-L., OTHER C%j'P WELDS <br />MATERIAL: AS NOTED <br />s II I I ARD STEEL FABROONG CO. <br />FINISH: SHOP PRIMER U/N <br />8155 FIRST AVENUE SOUTH, SEAME, WA., 98109 <br />HOLES: 15/16 U/N <br />- <br />REF.DRAWING: E322 E326 E409 <br />SS326 S409 322 <br />PHONE (206) 767-3314 <br />BOEING BUILDING 45-001 <br />PROJECT: GI STRUCTURAL VERTICAL UPGRADES <br />VERIFICATION OF DIMENSIONS, <br />DETAILS, ETC... ARE R17QUESTED <br />WHERE INDICATED. <br />EACH REQUEST FOR VERIFICATION <br />WILL BE ASSUMED CORRECT <br />UNLESS NOTED OTHERWISE. <br />TITLE: TRUSS T-4, T-6, T-9 VERTICAL BRACES & PL'S <br />CONTRACTOR: <br />I DRAWN- R5, CHK:MB <br />ARCHITECT: <br />[DETAILER: WEST COAST DRAFTING <br />PROJECT NO. <br />232219 <br />DRAWING NO. SHEET NO <br />101 1 OF 1 <br />