A parallel beam flange brace frames into a structural steel column with a typical shear plate connection as sized per plan. The supporting column aligns on center with the beam framing configured as indicated in the structural schedule. Field welds and bolt configurations are detailed per notes seven and eight with top of steel elevations established per plan.
COL PER PLAN TYP SHEAR PL CONN BEAM PER PLAN, TYP CL COL BEAM WHERE OCCURS PER PLAN SCHED 'A' (NOTE 7) FIELD WELDS (NOTE 8) T/STL PER PLAN
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