System Description
Using wood structural panels that are required to resist lateral loads and normal wind load requirements of the IBC Section 1609.6.4.4.1, Chapter 30 of ASCE-7, or IRC Section R301.2.1, additional wind uplift resistance from the panel can be achieved by providing additional nails to the shear nailing at the top and bottom of the panel. These additional nails are used to transfer the uplift forces from the top plate to the panel, from panel to panel at splice locations (if present), and from panel to sill plate at the foundation, effectively eliminating the need for uplift straps at these locations. Uplift straps may still be required around window and door openings in exterior walls to transfer the wind uplift loads acting on the header to the foundation below.
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