The connection assembly features a glulam beam dapped to receive internal steel plates, supported by a steel beam column or framing member. It incorporates stiffener plates welded to the steel section and bearing plates dapped into the wood member. Fasteners and bolts secure the timber-to-steel connection as specified by engineering loads.
Text on the drawing
150 100 100 50 U/S ROOF DECK 6 TYP 6 STIFF PL 8 ES AT GLULAMS BEAM, SEE PLAN BEARING PL16 DAPPED IN GLULAM BEAM, SURFACE PREP PER SPECIFACATION FOR PAINT, TYP EXPOSED BRG PLATES GLULAM BEAM, SEE PLAN PL8 FASTENERS, SEE PLAN AND SCHEDULE FOR CONNECTION LOADS PL10 DAPPED IN GLULAM BEAM
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