An existing wide flange beam intersects an existing hollow structural section column of size 10x10 at the grid line with a beam centerline intersection point. A new gusset plate frames into the connection with a buckling-restrained brace designed by the brace supplier. Beam reinforcing references detail 6 on sheet S604 and elevations. An existing open web joist frames into the column below.
GRID (E) WF BEAM (E) HSS10x10 (E) OWJ (N) GUSSET PL REF. ELEV. (N) BRB TO BE DESIGNED BY BRB SUPPLIER, TYP. W.P. BRACE CL BEAM CL BEAM REINFORCING REF. 6/S604 AND ELEVATIONS
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