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I —j. , .%v. . <br />Ju <br />Job. capt. <br />'a G <br />5/8" PL STIFFNER fd COL, CIL <br />AT BEAM BRG. POINTS OVER <br />STEEL COLUMNS <br />12" x 12"x 1 1/4" TOP PLATE <br />1/4" FILLET WELDS <br />ALL AROUND BEAM <br />TO TOP PLATE <br />CONT. 16ga VERTITRACK <br />(2) #12 SELF DRILLING SCREWS <br />AT EACH STUD <br />w/ MIN, %" EDGE DISTANCE <br />3X"x16ga METAL STUDS rd 16" O/C <br />-'*-�STEEL BEAM <br />(SEE PLAN) <br />ATTACH VERTITRACK TO STL, BEAM <br />w/(2) 0,146 DIA, PAF WITH FULL <br />PENETRATION TO THICKNESS ED 12" <br />O/C AND 3" AWAY FROM ENDS. <br />TOP OF STL, BM, <br />SEE PLAN <br />2 <br />S-8 <br />STEEL BEAM <br />(SEE PLAN) <br />N' FILLET WELD 0 1'-AL- ""'10 1 <br />(SEE PLAN) <br />METAL DECK <br />(SEE PLAN) <br />Xawn bg <br />JT RON BARR, A.I.A. <br />Revld bg STATE OF FLORIDA <br />Qs AR 0016160 <br />0 COPYRIGHT 2012 <br />3ARR ARCHITECTURAL STUDIO <br />001 <br />CADFILE No. <br />mmmmmmmm in- <br />0 o <br />.7 <br />IN W <br />(0 <br />cl <br />L cr) <br />m IN cy <br />mr c <br />0N c: <br />4mj F L cc <br />N <br />0(D 0) <br />4mJ Q E <br />Nftft <br />r `� <br />moftm <br />00 Ca <br />L �� v <br />0) ca <br />cl) <br />00 c <br />T- 0 <br />-c <br />4- (1) <br />5 <br />0 <br />co L <br />0 <br />LO <br />