An HSS8x8 vertical member and an HSS6x6 diagonal web member frame into an existing glued-laminated beam supported by an HSS6x3 chord member. The intersection is detailed with a 3/8-inch welded end plate, and a 1/2-inch by 6-inch plate fastened with four 5/8-inch diameter by 10-inch lag screws. Fillet welds of 1/4-inch and 3/8-inch size secure the steel elements together.
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