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

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5. ASTM C1396/C1396M-06a Standard Specification for Gypsum Board, ASTM, West Conshohocken, PA, 2006. 6. ASTM C 28/C 28M-01, Standard Specification for Gypsum Plasters, ASTM, West Conshohocken, PA, 2001. 7. ASTM C 150-00, Standard Specification for Portland Cement, ASTM, West Conshohocken, PA, 2000. 8. ASTM C 208-95(2001), Standard Specification for Cellulosic Fiber Insulation Board, ASTM, West Conshohocken, PA, 2001. 9. ASTM C 840-01, Standard Specification for Application and Finishing of Gypsum Board, ASTM, West Conshohocken, PA, 2001.

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. Collectors for shear transfer shall be provided through the full length of the force-transfer shear wall.

3. 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.

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