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Extra info for 2008 Special Design Provisions for Wind and Seismic Standard (ANSI AF&PA SDPWS-08)
5:1 shall be blocked shear walls. 9bs/h. 0. 09h/bs. 0. 2 shall apply as illustrated in Figure 4F. Design for force transfer shall be based on a rational analysis. The following limitations shall apply: 1. The length of each wall pier shall not be less than 2'. 2. A full-height wall segment shall be located at each end of a force-transfer shear wall. 3. Where out-of-plane offsets occur, portions of the wall on each side of the offset shall be considered as separate force-transfer shear walls. 4.
Fiberboard sheathing shall conform to ASTM C 208. 5 Gypsum Wallboard, Gypsum Base for Veneer Plaster, Water-Resistant Gypsum Backing Board, Gypsum Sheathing Board, Gypsum Lath and Plaster, American Forest & paper association 4 LATERAL FORCE-RESISTING SYSTEMS Exception: Where the width of the nailed face of framing members is required to be 3" nominal, two framing members that are 2" in nominal thickness shall be permitted to be used provided they are fastened together with fasteners designed in accordance with the NDS to transfer the induced shear between members.
2. b. 2, and c. c. 229"x3"x3" in size. The hole in the plate washer shall be permitted to be diagonally slotted with a width of up to 3/16" larger than the bolt diameter and a slot length not to exceed 1-3/4", provided a standard cut washer (see Appendix A) is placed between the plate washer and the nut. The plate washer shall extend to within 1/2" of the edge of the bottom plate on the side(s) with sheathing or other material with nominal unit shear capacity greater than 400 plf for wind or seismic.
2008 Special Design Provisions for Wind and Seismic Standard (ANSI AF&PA SDPWS-08) by AF&PA