Floor sheathing bears atop a double 6x6 top plate supported by a 2x stud wall with structural sheathing. The double top plate is tied at plate splices using Simpson HST3 straps with nailing along the wall specified per plan. Joists and trusses run either parallel to the stud wall or perpendicular into a Simpson joist hanger, featuring a web stiffener per manufacturer where applicable.
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