This elevation details the fastening requirements for a wood-framed shear wall panel assembly. Compression studs are located per plan, with end nailing requirements specified per detail 7/S602. The top plate splice is detailed per 7/S601, while intermediate stud nailing and stud sizes at adjoining panel edges are governed by 7/S602. Hold-downs are installed per plan and 5/S602, with bottom of wall connections to the concrete foundation specified per 7/S602. All panel edges are blocked per 7/S602, and end nailing is distributed equally over all compression studs at a maximum 12-inch on-center nail spacing.
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