An HSS8x4x3/8 hollow structural section member frames into each side of an existing 6-3/4x12 glulam beam. The connection interfaces with an existing wide flange beam at elevation markers including bottom of beam at 26'-4", roof back at 28'-4", horizontal brace at 30'-9", roof front at 32'-10", and press box level at 33'-10".
PRESS BOX LEVEL 33' - 10" B.O. BEAM 26' - 4" ROOF - FRONT 32' - 10" ROOF - BACK 28' - 4" HORIZ BRACE 30'-9" (E) WF BEAM (E) 6 3/4x12 GL HSS8x4x3/8 EA SIDE OF (E) GL BM S-301 10 OPP
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