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TABLE R602.3(3) <br /> REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND <br /> PANEL NAIL <br /> MINIMUM NAIL <br /> MINIMUM MINIMUM MAXIMUM SPACING <br /> WOOD NOMINAL WALL <br /> STRUCTURAL PANEL STUD <br /> Penetration PANEL SPAN THICKNESS SPACING Edges Field <br /> RATING (inches) (inches) (inches (inches <br /> (inches; o.c.) o.c.) <br /> Common <br /> (2.0" x 24/0 <br /> 0.113") <br /> 8d <br /> Common <br /> (2.5" x 1.75 24/1 E, <br /> 0.131") 12 <br /> For SI: 1 inch =25.4 mm, 1 mile per hour=0.447 m/s. <br /> a. Panel strength axis parallel or perpendicular to supports.Three-ply plywood sheathing with studs spaced mo <br /> center shall be applied with panel strength axis perpendicular to supports. <br /> b.Table is based on wind pressures acting toward and away from building surfaces in accordance with Section f <br /> requirements shall be in accordance with Section R602.10. <br /> c.Wood structural panels with span ratings of Wall-16 or Wall-24 shall be permitted as an alternate to panels wi <br /> Plywood siding rated 16 o.c-or 24 o.c.shall be permitted as an alternate to panels with a 24/16 span rating.0 <br /> 16 o.c.shall be used with studs spaced not more than 16 inches on center. <br /> 2 <br />