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Additional resources for 2008 Special Design Provisions for Wind and Seismic Standard (ANSI AF&PA SDPWS-08)

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The length of a wall pier shall be defined as the sheathed length of the pier. 5:1 shall not be considered as portions of force-transfer shear walls. 1 shall apply. 2 shall apply. 1 WALL SEGMENT WALL SEGMENT WINDOW SHEATHING IS PROVIDED ABOVE AND BELOW ALL OPENINGS b WALL SEGMENT b DOOR WINDOW WALL SEGMENT h b b WALL SEGMENT WIDTH Note: bs is the minimum shear wall segment length, b, in the perforated shear wall. 4 shall apply to each full-height wall segment as illustrated in Figure 4E. The following limitations shall apply: 1.

1. 1. American Wood Council Special Design Provisions for Wind and Seismic 43 References R American Forest & paper association 44 REFERENCES References 1. ASD/LRFD Manual for Engineered Wood Construction, American Forest & Paper Association, Washington, DC, 2005. 13. ASTM C 926-98a, Standard Specification for Application of Portland Cement Based Plaster, ASTM, West Conshohocken, PA, 1998. 2. 1-99, Particleboard, ANSI, New York, NY, 1999. 14. ASTM C 1002 Standard Specification for Steel SelfPiercing Tapping Screws for the Application of Gypsum Panel Products or Metal Plaster Bases to Wood Studs or Steel Studs, ASTM, West Conshohocken, PA, 2007.

Edges of sheathing shall be nailed to sheathing tension splices using the same nail size and spacing as the sheathing or siding nails at the bottom plate. American Forest & paper association 4 LATERAL FORCE-RESISTING SYSTEMS Wood structural panel sheathing or siding shall be permitted to be used for simultaneously resisting shear and uplift from wind forces. 0. 65. foundation shall be designed to resist the combined uplift and shear forces developed in the wall. Anchors shall be spaced at 16" on center or less.

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2008 Special Design Provisions for Wind and Seismic Standard by AF&PA
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