AC269.2 Proprietary Sheathing Jobsite-attached to Wood Light-frame Wall Construction Used as Shear Walls—Approved October 2013, editorially revised September 2018 (PDF Download)

Item #: AC269.2 9-2018
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AC269.2 establishes guidelines for evaluation of proprietary sheathing jobsite-attached to wood light-frame wall construction used as shear walls that are designed as individual full-height wall segments, without openings, to resist in-plane wind loads and seismic loads in buildings assigned to Seismic Design Categories (SDCs) A, B, and C.

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AC269.2 establishes guidelines for evaluation of proprietary sheathing jobsite-attached to wood light-frame wall construction used as shear walls that are designed as individual full-height wall segments, without openings, to resist in-plane wind loads and seismic loads in buildings assigned to Seismic Design Categories (SDCs) A, B, and C.

Pages 5
Publisher ICC-ES
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