Do the values in the 2008 SDPWS Table 4.3A Nominal Unit Shear Capacities for Wood-Frame Shear Walls vary if your sheathing runs vertically instead of horizontally? The shear walls I am considering are framed at 24"o.c. and sheathing is spec'd as 15/32 APA Rated Sheathing. I haven't found any information indicating a required sheathing direction associated with the shear values given in Table 4.3A.
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