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CHAPTER 6 WALL CONSTRUCTION - 2018 INTERNATIONAL RESIDENTIAL . . . a Nails are smooth-common, box or deformed shanks except where otherwise stated Nails used for framing and sheathing connections shall have minimum average bending yield strengths as shown: 80 ksi for shank diameter of 0 192 inch (20d common nail), 90 ksi for shank diameters larger than 0 142 inch but not larger than 0 177 inch, and 100 ksi for shank diameters of 0 142 inch or less
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number of jack studs trimmers cripples for headers TABLE R502 5(1) GIRDER SPANSa AND HEADER SPANSa FOR EXTERIOR BEARING WALLS (Maximum spans for Douglas fir-larch, hem-fir, southern pine and spruce-pine-firb and required number of jack studs)