I have a customer with a low slope roof supported by TJI beams. Does anyone
have experience permitting and installing on TJIs? I'm curious if jurisdictions
are requiring Structural Engineer stamps.
Since the top chord of the beams is only 1 3/8" thick should we be using
shorter lag bolts for these installations? It also seems that it would be
undesirable to penetrate into the web of the beam.
Any advice would be appreciated here.
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