The detail illustrates a steel column constructed from an HSS 102x102x6.4 profile with a diagonal angle brace (L76x76x6.4) connecting between structural elements. At the top, a steel wide flange beam supports a cross-laminated timber (CLT) deck, with a designed beam-to-glulam connection requiring a factored shear force of 100 kN. At the base, the column sits above a lower-level steel beam coordinated for a folding door assembly.
U/S OF DECK - HIGH POINT 108.48 CLT, SEE PLAN BEAM TO GLULAM CONNECTION. GLULAM SUPPLIER TO DESIGN FOR FACTORED SHEAR FORCE OF: Vf = 100 kN HSS 102x102x6.4 W/ 4-19DIA BOLTS LOWER LEVEL BEAM FOR FOLDING DOOR. COORDINATE HEIGHT WITH FOLDING DOOR SUPPLIER. CONNECTION OF FOLDING DOOR TO BEAM TO BE COORDINATED BY FOLDING DOOR SUPPLIER. 5 S-MB-5.25 DIAG BRACE L76x76x6.4
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