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TABLE R602.3(3) <br /> REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND <br /> MINIMUM NAIL PANEL NAIL <br /> MINIMUM MINIMUM MAXIMUM SPACING <br /> WOOD NOMINAL WALL <br /> STRUCTURAL PANEL STUD <br /> Penetration PANEL SPAN THICKNESS SPACING Edges Field <br /> Size RATING (inches) (inches) (inches (inches _ <br /> (inches) o.c.) o.c.) <br /> 6ci <br /> Common <br /> (2.0" x = -- - - _ <br /> 0.113") <br /> oci <br /> Common <br /> (2.5" x 1,. _ -- - <br /> 0.131") -- 12 <br /> For SI: 1 inch = 25.4 mm, 1 m.e per nour=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 I <br /> requirements shall be in accordance with Section R602.10. <br /> c.Wood structural panes with span ratings of Wall-16 or Wall-24 shall be permitted as an alternate to panels w <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.V <br /> 16 o.c.shall be used with studs spaced not more than 16 inches on center. <br /> 2 <br />