<html><head><meta http-equiv="content-type" content="text/html; charset=utf-8"></head><body dir="auto"><div>We have done different things, but simple solution is to add blocking and lag into that instead and avoid the TJI's.<br><br><div>Michael D Nelson</div><div>MD Electric & Solar, Inc.</div><div>707-684-0064 mobile</div><div>707-884-1862 office</div><div><a href="http://www.mdelectricsolar.com">www.mdelectricsolar.com</a></div><div><a href="http://www.facebook.com/mdelectricandsolar">www.facebook.com/mdelectricandsolar</a></div><br></div><div><br>On Mar 2, 2018, at 6:18 PM, frenergy <<a href="mailto:frenergy@psln.com">frenergy@psln.com</a>> wrote:<br><br></div><blockquote type="cite"><div>
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<p>Jerry,</p>
<p> Metal roof? comp? tile?</p>
<p>Bill<br>
</p>
<br>
<div class="moz-cite-prefix">On 3/2/2018 1:23 PM, Jerry Caldwell
wrote:<br>
</div>
<blockquote type="cite" cite="mid:204992430.9530569.1520025823878@mail.yahoo.com">
<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>
<br>
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<pre class="moz-signature" cols="72">--
Feather River Solar Electric
Bill Battagin, Owner
4291 Nelson St.
Taylorsville, CA 95983
530.284.7849
CA Lic 874049
<a class="moz-txt-link-abbreviated" href="http://www.frenergy.net">www.frenergy.net</a></pre>
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