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Extra info for 2008 Special Design Provisions for Wind and Seismic Standard (ANSI AF&PA SDPWS-08)
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. 42 or Greater 6d Common Nail 8d Common Nail 10d Common Nail 6" panel edge spacing 6" panel edge spacing 6" panel edge spacing 12" field spacing 12" field spacing 12" field spacing Alternate Nail Spacing at Top and Bottom Panel Edges 6" 4" 3" 6" 4" 3" 6" 4" 3" Uplift Capacity (plf) of Wood Structural Panel Sheathing or Siding 2,3 NailsSingle 4 Row 320 480 640 416 624 832 500 750 1000 NailsDouble 5 Row 640 960 1280 832 1248 1664 1000 1500 2000 1.
229" x 3" x 3" steel plate washer shall be used at each anchor bolt location. The edge of the plate washer shall extend to within 1/2" of the edge of the bottom plate on the sheathed side. b. Where other anchoring devices are used to anchor the wall to the foundation, they shall be installed on the same side of the wall as the sheathing unless other approved methods are used. 36 LATERAL FORCE-RESISTING SYSTEMS to the studs. 0. 65. c. 42 or 1 Greater Nail Spacing Required for Shearwall Design 8d Common Nail 8d Common Nail 10d Common Nail 6" panel edge spacing 4" panel edge spacing 6" panel edge spacing 12" field spacing 12" field spacing 12" field spacing Alternate Nail Spacing at Top and Bottom Plate Edges 3" 6" 4" 3" 6" 4" 3" 6" 4" 3" 2,3 Uplift Capacity (plf) of Wood Structural Panel Sheathing or Siding 6d Common Nail 6" panel edge spacing 12" field spacing 4" 0 168 336 0 216 432 NA 0 216 0 262 524 336 672 1008 432 864 1296 216 648 1080 524 1048 1572 1.
Therefore AF&PA does not assume any responsibility for errors or omissions in the SDPWS and SDPWS Commentary, nor for engineering designs and plans prepared from it. Inquiries, comments and suggestions from the readers of this document are invited. 1 Scope Allowable stress design (ASD) and load and resistance factor design (LRFD) provisions are applicable for the design of wood members and systems to resist wind and seismic loads. For other than short-term wind and seismic loads (10-minute basis), adjustment of design capacities for load duration or time effect shall be in accordance with the National Design Specification® (NDS®) for Wood Construction (6).
2008 Special Design Provisions for Wind and Seismic Standard (ANSI AF&PA SDPWS-08) by AF&PA