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Cut I-Joist Flange - Recommendations on Who Could Repair

By the way, I wasn't kidding. Compression side defects on small spans are a non issue. It can't roll because ply is nailed to it, and if you fill the gap it can't compress. I even got an engineer to by off on it multiple times on production stuff. It's just no big deal.

Brent.
 
MASSDRIVER said:
By the way, I wasn't kidding. Compression side defects on small spans are a non issue. It can't roll because ply is nailed to it, and if you fill the gap it can't compress. I even got an engineer to by off on it multiple times on production stuff. It's just no big deal. Brent.
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Done that before, seams to work just fine.
 
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