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(2) NEW PL 3/4" x 11 <br />NOTE: SEE DETAIL FOR NEW PL. DETAILS, <br />2 S',0LS521 <br />SECTION �A <br />SCALE: 1 1/2" 1 '-0" 532V_ <br />S520 <br />STEP 2: LACING BARS TO STRUT <br />BE REMOVED, A C' EZ,InI A -M— r", <br />C12x3O(E) <br />PL 1/2x8(E) <br />NEW PL 1/4 pp <br />1: WELD NEW <br />TO EXISTING <br />0, TYP. TOP <br />A' <br />NOTE: REMOVAL OF LACING BARS SHALL ONLY OCCUR <br />AFTER NEW PLATES HAVE BEEN WELDED TO CHANNELS. <br />SECTION <br />SCALE: 1 1/2" 1'-0" <br />SKEWED <br />FILLET <br />(3/16) <br />D ETAI L <br />Sym <br />SCALE: 1 <br />1/2" 19-0" <br />REVISION <br />ORIG <br />45-001 STRUCTURAL VERTICAL UPGRADES <br />A <br />RESPONSE TO <br />SKANSKA RFI <br />#525 & #530 <br />Al <br />RESPONSE TO <br />SKANSKA RFI <br />#564 <br />A2 <br />RESPONSE TO <br />SKANSKA RFI <br />#734 <br />A3 <br />DEFERRED SUBMITTAL <br />(2) NEW PL 1/2" x 10" <br />M H I arn9r,Tfla <br />EXISTIN <br />WF21x8z- EQ <br />"Q <br />N I <br />SHEET iNuTES <br />symm.' 1. ALL ITEMS ARE EXISTING EXCEPT <br />WELDS AND WHERE CALLED OUT NEW <br />2 <br />NOTE: SEE DETAIL FOR NEW PL. DETAILS. <br />0 , S <br />S5T252 1 <br />SECTION <br />SCALE.- 1 1/2" = 1 p-0" <br />TYP. AT ENDS <br />WF12-A40(E) <br />,--NOTE: CONNECTION <br />PLATE OFFSET TO ONE <br />SIDE OF HSS <br />`-TENDON SADDLE <br />S322 5520 <br />BY APPROVED <br />QATE sym <br />1786915 <br />CP&A <br />10.08.19 <br />1785915 <br />CPA/RLP <br />JTH <br />11,15.19 <br />1786915 <br />CP&A/JTH <br />JTH <br />02.26.20 <br />1786915 <br />CPA/JTH <br />JTH <br />04.03.20 <br />1786915 <br />CPA/HSK <br />07.1010 <br />syk <br />A i7o, .7z cz r", <br />SECTION <br />SCALE: 1 1/2" 1'-0" <br />S321IS520 <br />3x24(E) <br />NEW PL 1/4" <br />SECTION <br />( � <br />SCALE: 1 1/2" 1'-0" S�21 _5 �0 <br />(2) NEW PL 1/2" x 3" <br />F <br />SYMM. <br />EXISTING <br />WF12x53 <br />NOTE: SEE DETAIL FOR NEW PL. DETAILS. <br />55220]S521 <br />SECTION <br />SCALE: 1 1/2" = 1 °-0" S322 I S520 <br />H <br />SYMM, _WF8x35(E) <br />i <br />0 0 o o o o o o <br />1/2"(E) <br />0 0 0 0 0 0 <br />F_ 7 <br />(2)C8x I 8.75(E) <br />ST4WF8.5(E) -NEW PL 1/4" <br />EAIL <br />SCALE: 1 1/2"= 1'-0' <br />109 <br />(2) NEW PL 1/2" x 5" <br />STRUCTURAL <br />TOLERANCES <br />SURFACE FINISHES <br />MACHINING <br />TOLERANCES <br />0'-0" TO 30'-0"- <br />±1/16" <br />PRECISION PARTS <br />X.X <br />±.030" <br />CIO <br />> 3 0'- 0'9: <br />REAM, SHAFTS: <br />X.xx <br />X.xXx <br />±.O I o" <br />±,005" <br />cf) <br />V) <br />ANGLES, <br />±1.0' <br />TURN, MILL, BORE: <br />12Y <br />X.xxxx <br />±.00" 10 <br />DRILLED HOLES: + 1 /32" <br />CLIP, CUT, TRIM_ <br />25 <br />ANGLES <br />±0.02' <br />=3 <br />EXISTING TYP. AT ENDS <br />WF1 4)(53 EQ "EQ <br />SCALE. 1 1/2" 1 9-0" <br />PL 1/4" <br />0 i'TENDON BRACKET (E) <br />0111 o I <br />X, Oil 0 <br />0 0 <br />/ <br />WF8x24(E) 11 <br />o 0 1 0 0 <br />WF8x24(E) 0 0 o/ <br />1 0 0 0 z lei 0 0 0 <br />(E) <br />0 0 0 0 0 0 0 0 <br />D ETAI L <br />SCALE: 1 1/2" 1'-0" <br />--- WF1 2x65(E) <br />SYMM. OF LACING BARS <br />-------EXTENTS OF LACING <br />BAR REMOVAL, TOP <br />AND BOTTOM <br />TENDON (E) <br />(3/16) <br />-WF8x24(E) NEW HSS <br />PL 1/2"(E) <br />NOTE: CONNECTION <br />PLATE OFFSET TO ONE <br />SIDE OF HSS <br />D ETA L <br />SCALE: 1 1/2" 1 e-0" S32�_sl20 <br />clo) <br />m1p <br />13'-1 1/2" <br />(FIELD VERIFY) <br />1 -Y <br />4 I L_47 <br />24(E) <br />I PL 1/4" <br />TENDON <br />BRACKET (E) <br />/2"(E) <br />(3/16) <br />D ETAI L 4 <br />SCALE: 1 1/2" 1'-0" S�22 S520 <br />9F1 2x7g(E) <br />-NOTE: CONNECTION TO T PLATE OFFSET ONE <br />SIDE OF HSS � Iftm.101 <br />q - SYMM, OF LACING BARS <br />V-10 1/2" �__EXTENTS OF LACING BAR <br />REMOVAL, TOP AND BOTTOM <br />IT <br />NEW PL 1/4" <br />NEW PL 1/4" TYP. >-3/16-7- <br />q sm NEW HSS NEW HSS <br />LACII'� F SYMM. OF <br />G \1 BARS <br />(2) C12)(30(E)LACING BARS <br />xi vc�_ i (2) C123O(E)-j <br />3p <br />4'-4 1/2" <br />NOTE: CONTRACTOR TO SUBMIT EXACT LACING DEMOLITION DETAILS, INCLUDING V.-EXISTING LACING BARS, NOTE: CONTRACTOR TO SUBMIT EXACT LACING DEMOLITION DETAILS, INCLUDING \-EXISTING LACING BARS, <br />GEOMETRY. CUT LACING 1/2- TOP BTM OF CI-IANELS INBOARD FROM CHANNEL WEB. LACING OCCUR SIMILAR PLACES GEOMETRY. CUT LACING 1/2" INBOARD FROM CHANNEL WEB. LACING OCCUR SIMILAR PLACES <br />& <br />PORTION WELDED TO CHANNEL FLANGE MAY REMAIN. :!:::!:'',I!!:!;,:;!:;;!!;:::::ii:i:l���i�:i:ll���l!!!!:::!!!::: PORTION WELDED TO CHANNEL FLANGE MAY REMAIN. TOP & BTM OF CHANNELS <br />D ET I L I I ADD:ENDUM G1 - 20 <br />�o DETAIL 07.1020 DETAIL r8 <br />SCALE: 1 1/2" 1 D-V Sj2 20 <br />5322 20 <br />SCALE: 1 1/2" 12-Opp S32�S520 2:020] SCALE: 1 1/20P V-0" <br />CDEFERRED SUBMITF:DT:AL <br />A: <br />'s'ON 69 SUBTITL 178=15 sy COL E <br />REMSION BY APPROVED DATE DRAWN DATE <br />0 T),r ACCEPTABILITY <br />1786915 A3 07.10.20 <br />STEEL SECTIONS AND DETkIlS <br />X <br />THIS DESIGN AND/OR <br />SPECIFICATION IS APPROVED ENGINEER MLE SHEET <br />1 45-001 STRUCTURAL VERTICAL UPGRADES <br />APPROVED BY DEPT. DATE <br />S520 <br />IEEE D__ <br />jo <br />Ow COMP NO. <br />27q35 <br />BUILDING 45-001 APPR IE 1786915 <br />APPROVED DWG NO. <br />STRUCTURAL MASTER EVERETT, WA 45-001 —S520 Rev A3 <br />J <br />