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Extra resources for 2008 Special Design Provisions for Wind and Seismic Standard (ANSI AF&PA SDPWS-08)
6. Wood structural panels shall conform to the requirements for its type in DOC PS 1 or PS 2. 2 Shear Walls using Wood Structural Panels over Gypsum Wallboard or Gypsum Sheathing Board: Shear walls sheathed with wood structural panel sheathing over gypsum wallboard or gypsum sheathing board shall be permitted to be used to resist seismic and wind forces. 3B. 1. 3 Particleboard Shear Walls: Shear walls sheathed with particleboard sheathing shall be permitted to be used to resist wind forces and seismic forces in Seismic Design Categories A, B, and C.
Nails along intermediate framing members shall be the same size as nails specified for panel edge nailing. At intermediate framing members, the maximum nail spacing shall be 6" on center. Exception: Where panels are thicker than 7/16" or studs are spaced less than 24" on center, the maximum nail spacing shall be 12" on center. 4. The width of the nailed face of framing members and blocking shall be 2" nominal or greater at adjoining panel edges except that a 3" nominal or greater width at adjoining panel edges and staggered nailing at all panel edges are required where: a.
49 or greater. 90. 4. Wood structural panels shall overlap the top member of the double top plate and bottom plate by 1-1/2" and a single row of fasteners shall be placed ¾" from the panel edge. 5. Wood structural panels shall overlap the top member of the double top plate and bottom plate by 1-1/2". Rows of fasteners shall be ½" apart with a minimum edge distance of ½". Each row shall have nails at the specified spacing. American Forest & paper association 4 LATERAL FORCE-RESISTING SYSTEMS NailsSingle 4 Row NailsDouble 5 Row 6" 40 LATERAL FORCE-RESISTING SYSTEMS Page left blank intentionally American Wood Council Special Design Provisions for Wind and Seismic 41 Appendix A Table A1 Standard Common, Box, and Sinker Nails...........