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Extra resources for 2008 Special Design Provisions for Wind and Seismic Standard (ANSI AF&PA SDPWS-08)
All edges of all panels shall be supported by and fastened to framing members or blocking. 2. Nails shall be located at least 3/4" from edges of panels at top and bottom plates and at least 3/8" from all other edges of panels. Maximum nail spacing at panel edges shall be 4" on center. 3. Nails along intermediate framing members and blocking shall be the same size as installed at the panel edges. Maximum nail spacing shall be 6" on center. 4. The width of the nailed face of framing members and blocking shall be 2" nominal or greater at adjoining panel edges.
3D. ) 6 4 3 2 vw vw vw vw 1. 3 to determine ASD allowable unit shear capacity and LRFD factored unit resistance. 6. 3 for fiberboard shear walls. See Appendix A for common and box nail dimensions. 2. Shears are permitted to be increased to values shown for 15/32 inch sheathing with same nailing provided (a) studs are spaced a maximum of 16 inches on center, or (b) panels are applied with long dimension across studs. 3. 2A). The Specific Gravity Adjustment Factor shall not be greater than 1. 4. Apparent shear stiffness values Ga, are based on nail slip in framing with moisture content less than or equal to 19% at time of fabrication and panel stiffness values for shear walls constructed with either OSB or 3-ply plywood panels.
Exception: Where panels are thicker than 3/8" 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. Nail spacing of 2" on center or less at adjoining panel edges is specified, or b. 10d common nails having penetration into framing members and blocking of more than 1-1/2" are specified at 3" on center, or less at adjoining panel edges.
2008 Special Design Provisions for Wind and Seismic Standard (ANSI AF&PA SDPWS-08) by AF&PA