I prefer 7/16” OSB, (Method 3) over using fiberboard (Method 4) of IRC 602.10.. Fiberboard performs poorly it inevitably becomes wet during construction. Additionally, builders tend to over drive the pneumatic nails/staples thus rendering the sheathing essentially useless. I specify Method 3 specifically R602.10.5 continuously sheathed. This method gives the architect more flexibility with aperture sizes and spacing. The minimum 4’ panel length may be reduced to 24” when the adjacent opening is 65% of the wall height (for an 8’ plate height). Section 602.10.5 discusses these reduced panel sizes for other wall heights. In addition, there are significant reductions to percentage of braced wall line requirements using this method (see R602.10.1)
I hope you found this useful.
woodengineer