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NEW PLATE LIMITS SHE' <br />LOCATION OF FLA <br />CLOSEST TO END Of <br />4F TYP. <br />1 F @ UPPER END, <br />TOP SIDE <br />END OF EXIS <br />MEIN <br />TYP 3 SIDES. WELD AFTE <br />CJP SPLICE WELD <br />NOTED IN DETAIL <br />1001 OR 2001; <br />AF, AF-V, AF-OH <br />DETAIL <br />SCALE: 1 1/2" 1 '-0" <br />TYPICAL NEARSIDE AND FARSIDE <br />NEW PLATE LIMITS SHALL BE AT <br />LOCATION OF FLANGE BOLT <br />CLOSEST TO END <br />4F TYi <br />1 F @ UPPER ENI <br />TOP SIE <br />END OF E <br />TYP 3 SIDES, WELD AFTER <br />CJP SPLICE WELD <br />NOTED IN DETAIL 6. <br />1001 OR 2001; <br />AF, AF-V, AF-OH <br />DETAIL <br />SCALE: 1 1/2" - 1 '-O" <br />TYPICAL NEARSIDE AND FARSIDE <br />IA/Fl n RFynNin <br />3F @ TOP SIDE <br />NEW PLATE LIMITS SHALL BE AT <br />LOCATION OF FLANGE BOLT <br />CLOSEST TO END OF <br />4F TYP. <br />1 F @ UPPER END, <br />TOP SIDE <br />END OF EXIS <br />MEaI� <br />SKIP WELD FULL LENGTH MINUS <br />THE MEMBER END WELDS, <br />SIDES. WELD <br />WELD A' FTER CJP SPLICE WELD TYP 3 COICE <br />NOTED IN DETAIL 6. OT <br />3F @, TOP SIDE N iED IN DELIMIL 0. <br />4F @ BOTTOM SIDE <br />1001 OR 200 <br />AF-V, AF-011-1 <br />E5201E521 <br />1/2" x 3" <br />3F 9 TOP SIDE <br />4F @ BOTTOM SIDE <br />SKIP WELD FULL LENGTH MINUS <br />THE MEMBER END WELDS. <br />WELD AFTER CJP SPLICE WELD <br />NOTED IN DETAIL 6. <br />3F @ TOP SIDE <br />z @ BOTTOM SIDE <br />--�00' 0R 2 00" 4F <br />AF-V, AF-OH <br />E520JE521 <br />LONGTUDINAL 3F @ TOP SIDE <br />F-11 I FT IAIF-I n A E- r-v Dn­[-Tr-h A C'InF- <br />I L SPLICE PLATE TES A <br />SCALE: 1 1 j2" = 1'-0" <br />1001 OR 2001- <br />p <br />AF, AF- 'V', AF--OH <br />DETAIL <br />SCALE: 1 112" = 1 '-0" <br />TYPICAL NEARSIDE AND FARSIDE <br />NEW PLATE LIMITS SHALL BE AT <br />LOCATION OF FLANGE BOLT <br />CLOSEST TO END <br />4F T1 <br />I F @ UPPER EN <br />TOP SI <br />END OF El <br />IYP 3 SIDES. WELD AFTER <br />CJP SPLICE WELD <br />NOTED IN DETAIL 6. <br />IP SPLICE WELD TO BE PERFORMED BEFORE <br />)NGITUDINAL FILLET WELDS BETWEEN NEW PLATE <br />ID WEB OF EXISTING WE EXISTING WF WEB TO <br />-RVE AS BACKING MATERIAL FOR CJP WELD. <br />071 OR 2071; <br />A -OH <br />-11 r -- <br />�okl G TYP. <br />2 G @ P L. X 11 <br />IJ <br />2 G <br />1001 OR 2001- <br />III <br />AF, AF-V, AF-OH <br />DETAIL <br />WF7i n i n" Q�vnmn <br />LLJ <br />STRUCTURAL <br />TOLERANCES <br />SURFACE FINISHES <br />MACHINING <br />TOLERANCES <br />0'-0" TO 30'-0": <br />±I /i C <br />PRECISION PARTS <br />3U <br />X. X <br />+,030" <br />> 30'-0": <br />± I/C <br />REAM, SHAFTS: <br />6y <br />X.XX <br />±.0110" <br />cn <br />LLJ <br />ANGLES: <br />± <br />TURN, MILL, BORE <br />1 2�/ <br />X.Xxx <br />X.XXXX <br />+ .005" <br />±.00l o" <br />DRILLED HOLES: <br />+ 1 /32" <br />CLIP, CUT, TRIM: <br />ANGLES <br />±0.02' <br />WELD <br />INSPECTION <br />AS FOLLOWS: <br />100% <br />VISUAL TEST <br />ALL WELDS <br />F @ TOP SIDE 100% <br />MT FOR ALL <br />FILLET WELDS <br />F @ BOTTOM SIDE 100% <br />MT FOR ALL <br />CJP WELDS WITH T <br />OI­Tli <�i4 <br />100% <br />LIT FOR ALL <br />OTHER CJP WELDS <br />WE! - D FULL LENGTH MINUS <br />MEMBER, END WELDS. <br />AFTER CJP SPLICE WELD <br />-D IN DETAIL_ 6. <br />3F @ TOP SIDE <br />Z 1001 OR 20014F @ BOTTOM SIDE ; _ A <br />AF-01H <br />WFi n PFynNin <br />SCALE: 1 1/2" = <br />1 '-0" <br />-kP\`Sl'2r-AND <br />FARSIDE, <br />FOF-1 SC,,TTOM-SiDl-- <br />DOUBLERINE'Al FIL <br />1J;NlIl'SFiAL,I-- BE AT FiRS"lFROW OF <br />FILANC­'E BOLTS. <br />FOR "TOD-SIDE DOUBLER: <br />NEW PLATE LIMITS SHALL BE AT THIRD <br />-') <br />ROW OF FLANGE BOLTS, COUNTING <br />FROM FIRST ROW AS SHOWN-4 <br />j <br />-4 <br />4F TYPICAL----_ <br />cf) <br />END OF EXISTING_/ <br />MEMBER <br />TYP. FOR EXTENT OF <br />WELD AS SHOWN <br />1/4 <br />11001 OR 2001; <br />DETAIL <br />AF--V, AF-OH <br />E5201E521 <br />/2" x 5" <br />3F @ TOP SIDE <br />4F @ BOTTOM SIDE <br />--)KIP WELD FULL LENGTH MINUS <br />THE MEMBER END WELDS. <br />WELD AFTER CJP SPLICE WELD <br />NOTED IN DETAIL 6. <br />3F @ TOP SIDE <br />1001 OR 2001;-- 4F @ BOTTOM SIDE <br />AF-V, AF-OH <br />E 520 E 52 <br />% <br />D FiRS-1- <br />VVELD 1�-O" BEYON! <br />f Ai5FBOL."I"S F01R BOT7 ilbTI'l ' <br />"H""'E DO(JBLER <br />'N <br />WELD 5" BEYOND i` <br />V DOUBLER. <br />FIRST ROW OF BOLS FOR 1 OP-SID'tz- <br />NN" <br />"k A 41�1' '1111 <br />NEW PIC T� 2 -x 5 <br />3F @ TOP SIDE <br />4F @ BOTTOM SIDE <br />\--EXTENT OF WELD AT <br />LOWER END OF PL 1/2" <br />FLANGE <br />BOLTS, TYP <br />SCALE: 1 1/2 E5201E521 <br />TYPICAL NEARSIDE AND FARSIDE. EXc',=l-P-'T X�3, <br />SEE DETAIL 4 (ABOVE) FOR <br />END OF SOTTOM-SIDE <br />DRBI BLER <br />'1001 OR <br />\ N \ 200 1 AF-V <br />sl <br />013 <br />OUTSIDE 0' N HSS 'o <br />TO P <br />TYP. 4 PLACE 3/16 <br />THIS DETAIL. <br />NEW HSS 5.00OXO.250___,/ <br />SLOT ENDS AT HSS <br />NO WELD WITHIN <br />OF TIPS — <br />2 > 1/4 <br />OF VHF FLANGES <br />1001 OR <br />2001; AF-V <br />MATERIAL: AS NOTED <br />FINISH: NONE <br />HOLES: NONE <br />REF. DRAWING: <br />VERIFICATION OF DIMENSIONS, S521 <br />DETAILS ETC... ARE REQUESTED CONTRACTOR: <br />DETAILS, <br />INDICATED. <br />EACH REQUEST FOR VERIFICATION ARCHITECT: <br />WILL BE ASSUMED CORRECT <br />UNLESS NOTED OTHERWISE. DETAILER: WEST COAST DRAFTING <br />NEW KNIFE PL 179 <br />/-E)(IS-rING F-VARIES <br />11006 OR <br />2006; (H) <br />@ SECT.B ONLY <br />SKEWED T-JOI <br />(3/16) <br />1006 OR <br />2006; OH <br />@ SECT. A ONLY <br />TYPICAL SECTION <br />A <br />:] 0 <br />E520 E52\ <br />1006 OR <br />2006; AF-OH <br />N <br />TYPICAL SECTION \@ SECT. C ONLY <br />E 52 ''2 1 <br />E 5 <br />TYPICAL SECTION rc-) <br />E520LE521 <br />1,± <br />JUNE 24/20 <br />TO SUIT JUNE 10 MARK—UPS <br />I <br />LE <br />JUNE 2 /20 <br />TO SUIT WELD DATA SHEETS <br />MAY 7/20 <br />TO SUIT SUB. 05120-3-1, RFI #564 <br />JAN 24/20 <br />APPROVAL CLOUDS REMOVED <br />JAN 14/20 <br />UPDATED TO SUIT JAN 13 COMMENTS <br />JAN 7/20 <br />FOR APPROVAL <br />REV <br />REV, <br />DATE <br />DESCRIPTION <br />STANDARD STEEL FABRICATING CO. <br />8155 FIRST AVENUE SOUTH, SEATTLE, WIX, 98109 <br />PHONE. (206) 767-3314 <br />WELD:E70XX <br />BOEING BUILDING 45-001 <br />PROJECT: <br />Gl STRUCTURAL VERTICAL UPGRADES <br />TITLE- EXISTING TRUSS REINFORCING PLATE WELDING <br />DRAWN: IRS <br />CHK: FC <br />PROJECT NO. <br />232219 <br />DRAWING NO. <br />E521 <br />SHEET NO <br />1 OF 1 <br />- --A— <br />