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Normally I would build my 2x4 walls with what I'll call a "fire stop" half way up and between the stud. This connects the two studs and reduces twisting (harder to twist ~48 inches of 2x4 than ~96).
With HT in mind would this be detrimental for non-staggered wall construction?
And... for a non load bearing wall what are thoughts on a single top and bottom plate ?
With HT in mind would this be detrimental for non-staggered wall construction?
And... for a non load bearing wall what are thoughts on a single top and bottom plate ?