<div dir="auto">Hi All - We tie into TJIs commonly, if you Google "TJI solar" you'll find manufacturer docs on how to properly lag in.<div dir="auto"><br></div><div dir="auto">August</div></div><div class="gmail_extra"><br><div class="gmail_quote">On Mar 2, 2018 1:24 PM, "Jerry Caldwell" <<a href="mailto:solarcowboy@yahoo.com">solarcowboy@yahoo.com</a>> wrote:<br type="attribution"><blockquote class="gmail_quote" style="margin:0 0 0 .8ex;border-left:1px #ccc solid;padding-left:1ex"><div><div style="font-family:Helvetica Neue,Helvetica,Arial,sans-serif;font-size:13px"><div>Dear Wrenches,</div><div><br></div><div>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. </div><div><br></div><div>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.</div><div><br></div><div>Any advice would be appreciated here.</div><div><br></div><div>Thank you,</div><div><br></div><div>Jerry Caldwell<br></div></div></div><br>______________________________<wbr>_________________<br>
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