73Lemans
Member
Hoping I can put my mind at ease with this post.
I'm no carpenter, but cutting into 2x12 top chords to run these connectors doesn't seem right to me. Is this standard practice for a pole building truss? Is there anything to be concerned with insofar as snow loads or sagging later in its life? This is on both sides of the truss.


I'm no carpenter, but cutting into 2x12 top chords to run these connectors doesn't seem right to me. Is this standard practice for a pole building truss? Is there anything to be concerned with insofar as snow loads or sagging later in its life? This is on both sides of the truss.





