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Additional resources for 2008 Special Design Provisions for Wind and Seismic Standard (ANSI AF&PA SDPWS-08)
4 Openings: Where windows and doors interrupt wood structural panel sheathing or siding, framing anchors or connectors shall be provided to resist and transfer the appropriate uplift loads around the opening and into the foundation. 5 Sheathing Extending to Top Plate: The following requirements shall apply: 1. The top edge of the wood structural panel shall be attached to the upper top plate. Nail row, end spacing, and edge spacing shall be as shown in Figure 4G. 2. Roof or upper level uplift connectors shall be on the same side of the wall as the sheathing unless other methods are used to prevent twisting of the top plate due to eccentric loading.
Double diagonally sheathed lumber shear walls shall be constructed of two layers of 1" thick nominal diagonal sheathing boards laid perpendicular to each other on the same face of the supporting members. 3D. 2 Gypsum Sheathing Board: Four-footwide pieces of gypsum sheathing board shall be applied parallel or perpendicular to studs. Two-foot-wide pieces of gypsum sheathing board shall be applied perpendicular to the studs. Gypsum sheathing board shall conform to ASTM C 1396 and shall be installed in accordance with ASTM C 1280.
The Commentary follows the same subject matter organization as the SDPWS. Discussion of a particular provision in the SDPWS is identified in the Commentary by the same section or subsection. When available, references to more detailed information on specific subjects are included. In developing the provisions of the SDPWS, data and experience with structures in-service has been carefully evaluated by the AF&PA Wood Design Standards Committee for the purpose of providing a standard of practice. It is intended that this document be used in conjunction with competent engineering design, accurate fabrication, and adequate supervision of construction.
2008 Special Design Provisions for Wind and Seismic Standard (ANSI AF&PA SDPWS-08) by AF&PA