A wide-flange beam and wide-flange column moment frame assembly features a buckling-restrained brace connected via a gusset plate and connection details per the brace manufacturer. Stiffener plates are provided as required by the brace manufacturer and positioned perpendicular to the wide-flange beam where applicable. A seismic tie connection is bolted to the beam web as indicated on plan.
WF BM WF BM WF COL GUSSET PL AND CONN PER BRB MFR BRB PER SCHED SEISMIC TIE CONNECTION AS INDICATED ON PLAN 5 S4.21 CONN PER 'D'/2 'D'/2 'D' CL COL CL BM CL BRACE STFNR PL AS REQD BY BRB MFR STFNR PL AS REQD BY BRB MFR PERP WF BM WHERE OCCURS 1
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