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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.
Click to expand...
Done that before, seams to work just fine.
 
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