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2901 16TH ST 2019-07-09
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2901 16TH ST 2019-07-09
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Last modified
7/9/2019 11:57:02 AM
Creation date
7/9/2019 11:56:59 AM
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Address Document
Street Name
16TH ST
Street Number
2901
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• <br /> -'---k 2 45. II <br /> 45' 7— - <br /> 45' " <br /> i1 <br /> S.A. s <br /> 11,11111111111 <br /> - > <br /> 0 <br /> ir <br /> ' -ilii Q <br /> 2 k. <br /> W <br /> r II 45• <br /> il\÷... ,-.. LT <br /> 2> \ 2 PEAK SPLICE <br /> 45' 1) S.A. = SUBMERGED ARC PROCESS. W <br /> 45' <br /> I 7c:. 3 2) IF- MATERIAL_ IS 5_ 5/16" THICK, THEN WELDS �' <br /> RWILL BE $\ . <br /> 4.A. 45' /7+� C4 3) THEN WELDS WILLIC E(I� )ERIAL LS < �"VU <br /> 4) TYP. WEB SPLICE (IF MATERIAL IS > 516" <br /> THEN WELDS WILL BE a <br /> 5) ALL WELD SIZES ARE ? THE THINNEST �'' <br /> MATERIAL IN THE JOINT, EXCEPT FILLET <br /> WELDS WHICH ARE SIZED ACCORDING TO <br /> AISC TABLE (SEE BELOW). <br /> 6) ALL WELDING IS PERFORMED USING <br /> Lifir.. 1! <br /> PROCEDURES WHICH HAVE BEEN DEVELOPED <br /> b IN ACCORDANCE WITH AWS (U.S.) AND CSA <br /> kJ A a (CANADIAN) STANDARDS. <br /> 'III <br /> 7) S.A. WELDS ARE RETURNED 3" FROM SPLICE• <br /> 4 PLATES USING A FILLET WELD ON OPPOSITE t )1,1;7)1 <br /> SIDE OF WEB. }:} <br /> KNEE DETAIL BASE DETAIL NOTES <br /> • <br /> MINIMUM SIZE FILLET WELD <br /> (AISC 8th Edition – Toble 1.17.2A; 9th Edition – Table J2.4) ,NTA A®,S,'' 0 <br /> P WASh s Q <br /> Material Thickness of Thicker Port Joined Minimums Size of Fillet Welds ��tio ♦,I,�°f.,�' <br /> (Inches) (Inches) �y, p 3 z � ' SUNWARD CORPORATION <br /> 1/4Inclusive 143 Buyer:EMERALD NORTHWEST Drown By: EC=N <br /> To <br /> �rr .4` <br /> Over 1/4 to t� 3A6 Cust. :DELTA BAPTIST CHURCH 12 July 99 <br /> 2 ^Y1 <br /> i+ 0 'Fcz�--- ' Descr.:83 x 84 x 20 2:00 :12 Check By: <br /> Over /2 to1rS c . ; Site :EVERETT, WA <br /> Over 3:s 5A6 ti 1 Scale :NONE <br /> t EXPIRES 1 2 2 0-:.; p O :G22305 SHEET NO. EI3 OF 13 <br /> °Leg Dimension of Fillet Welds <br />
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