A hollow structural section steel column bears on a 12 millimeter thick steel baseplate with steel shims at ends per detail section, reinforced by 10 millimeter thick typical stiffener plates welded to the column and baseplate. The assembly rests on a cross-laminated timber floor panel per plan, anchored by eight PT_H 10x100 fasteners with 60 millimeter minimum pre-drilled holes into the cross-laminated timber. A continuous glulam beam runs below per plan, connected by sixteen PT_H 10x260 fasteners with 100 millimeter minimum pre-drilled holes into the glulam beam. A drag strap is positioned below per plan aligning with the column centerline.
S3.14 10 S3.14 10 TYP. 50 TYP. 50 TYP. 50 CONTINUOUS GLULAM BEAM BELOW PT_H (16) 10x260 / 100 MIN PRE-DRILLED HOLES INTO GL BEAM 200 600 800 PT_H (8) 10x100 / 60 MIN PRE-DRILLED HOLES INTO CLT 350 DRAG STRAP BELOW PER PLAN EDGE OF SHIM UNDERNEATH BASEPLATE 12mm THK STEEL BASEPLATE C/W STEEL SHIMS @ENDS PER DETAIL L SECTION HSS COLUMN ABOVE PER PLAN CLT FLOOR PANEL PER PLAN 10 THK STIFFENER PLATES, TYP
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