I guess my point is, if sheetrock/purlins are sufficient bracing for the trusses, why is it not an acceptable bracing for a shear wall? Especially in this case where both the in plane lateral loads and out of plane loads are so low.
Jeff Hedman , S.E.
L.R. Pope Engineering, Inc.
1240 East 100 South Suite # 15B
St. George, Utah 84790
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David Topete, SE