Silly question - how should a wall family be made with a CH Stud that has drywall inside the H portion of the stud (UL# U415 or sim)? Would the structural portion of the wall just be 5/8" shorter than it really is?
If made this way wouldn't it throw off schedules or am I overthinking again? Not that we schedule to that level of detail but intellectual curiosity got the better of me.
The only other way I could see to do this would be the multi-wall approach. Since it is a shaft wall that probably wouldn't cause too many issues since most projects don't have that many shaft walls.
If made this way wouldn't it throw off schedules or am I overthinking again? Not that we schedule to that level of detail but intellectual curiosity got the better of me.
The only other way I could see to do this would be the multi-wall approach. Since it is a shaft wall that probably wouldn't cause too many issues since most projects don't have that many shaft walls.
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