An upturned built-up steel wide flange beam supports precast elements provided by others, featuring a kicker brace spaced at four feet on center between beams. Complete weld callouts require complete joint penetration welds at the flange, and plate one welded on near side and far side typical top and bottom. Orientation is governed per plan, with secondary structural steel members tied back via kicker bracing and stiffener plates.
TOP FLANGE > 3" NOTES: 1. SEE BUILT-UP WIDE FLANGE SCHEDULE AND DETAIL FOR MORE INFORMATION. 2. SEE TYPICAL STEEL DECK DETAILS. NOTES: 1. SEE "TYPICAL BEAM KICKER BRACE". 2. SEE "TYPICAL STEEL EDGE BEAM STIFFENER". 3. SEE "TYPICAL DECK EDGE CONDITIONS". SOSD ORIENTATION PER PLAN PRECAST BY OTHERS STL BM KICKER @ 4'-0" OC BTWN BMS, TBD STL BM 3 1 TYP CJP FLG TYP PL1 NS&FS TYP T&B 4' - 0" GRID B C 1" = 1'-0" 8 UPTURNED BUILT-UP BEAM DETAIL 3/4" = 1'-0" 6 HIGH SCREEN WALL
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