<html><head><style type="text/css"><!-- DIV {margin:0px;} --></style></head><body><div style="font-family:arial,helvetica,sans-serif;font-size:12pt">I like to bolt through the structural member, but have used toggles in some applications.&nbsp; Of course, you need to download the structural specifications and confirm that the toggles are robust enough for the application.<br><div>&nbsp;</div>Nick Soleil<br>Project Manager<br>Advanced Alternative Energy Solutions, LLC<br>PO Box 657<br>Petaluma, CA 94953<br>Cell:   707-321-2937<br>Office: 707-789-9537<br>Fax:    707-769-9037<div><br></div><div style="font-family: arial,helvetica,sans-serif; font-size: 12pt;"><br><div style="font-family: times new roman,new york,times,serif; font-size: 12pt;"><font face="Tahoma" size="2"><hr size="1"><b><span style="font-weight: bold;">From:</span></b> Jason Szumlanski &lt;Jason@fafcosolar.com&gt;<br><b><span style="font-weight: bold;">To:</span></b> RE-wrenches
 &lt;re-wrenches@lists.re-wrenches.org&gt;<br><b><span style="font-weight: bold;">Sent:</span></b> Wed, December 22, 2010 11:25:08 AM<br><b><span style="font-weight: bold;">Subject:</span></b> Re: [RE-wrenches] PV On Corrugated Metal Roof on Steel Building<br></font><br>
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--></style><div class="WordSection1"><p class="MsoNormal"><span style="font-size: 11pt; font-family: &quot;sans-serif&quot;; color: rgb(31, 73, 125);">That\u2019s a good point about the scaffolding. I was thinking about a SnapNRack corrugated bracket bolted through the purlins. 5/16 Tek screws to fit the bracket may be the way to go \u2013 I\u2019ll get the engineer to look at it.</span></p><p class="MsoNormal"><span style="font-size: 11pt; font-family: &quot;sans-serif&quot;; color: rgb(31, 73, 125);"> &nbsp;</span></p><p class="MsoNormal"><span style="font-size: 11pt; font-family: &quot;sans-serif&quot;; color: rgb(31, 73, 125);">I\u2019m hoping to minimize penetrations, yet meet the 130 mph wind speed. Based on the pictures I was provided, it looks like the roof will handle the load\u2026 we\u2019ll see.</span></p><p class="MsoNormal"><span style="font-size: 11pt; font-family: &quot;sans-serif&quot;; color: rgb(31, 73, 125);"> &nbsp;</span></p><p
 class="MsoNormal"><span style="font-size: 11pt; font-family: &quot;sans-serif&quot;; color: rgb(31, 73, 125);">Thanks for the tip.</span></p><p class="MsoNormal"><span style="font-size: 11pt; font-family: &quot;sans-serif&quot;; color: rgb(31, 73, 125);"> &nbsp;</span></p><div><p class="MsoNormal"><span style="font-family: &quot;serif&quot;; color: rgb(31, 73, 125);">Jason Szumlanski</span></p><p class="MsoNormal"><span style="font-family: &quot;serif&quot;; color: rgb(31, 73, 125);">Fafco Solar</span></p></div><p class="MsoNormal"><span style="font-size: 11pt; font-family: &quot;sans-serif&quot;; color: rgb(31, 73, 125);"> &nbsp;</span></p><div><div style="border-width: 1pt medium medium; border-style: solid none none; border-color: rgb(181, 196, 223) -moz-use-text-color -moz-use-text-color; padding: 3pt 0in 0in;"><p class="MsoNormal"><b><span style="font-size: 10pt; font-family: &quot;sans-serif&quot;; color: windowtext;">From:</span></b><span
 style="font-size: 10pt; font-family: &quot;sans-serif&quot;; color: windowtext;"> re-wrenches-bounces@lists.re-wrenches.org [mailto:re-wrenches-bounces@lists.re-wrenches.org] <b>On Behalf Of </b>Allan Sindelar<br><b>Sent:</b> Wednesday, December 22, 2010 12:47 PM<br><b>To:</b> RE-wrenches<br><b>Subject:</b> Re: [RE-wrenches] PV On Corrugated Metal Roof on Steel Building</span></p></div></div><p class="MsoNormal"> &nbsp;</p><p class="MsoNormal" style="margin-bottom: 12pt;">Jason,<br>We have installed to similar buildings using #14 tek screws. If you look into their rated pullout strength, you'll find that the large gauges have surprising pullout resistance in purlins. And no interior scaffolding is required.<br>Allan</p><div><p class="MsoNormal"><span class="il"><b>Allan</b></span><b> Sindelar</b><span style="font-size: 10pt;"><br><a rel="nofollow" ymailto="mailto:Allan@positiveenergysolar.com" target="_blank"
 href="mailto:Allan@positiveenergysolar.com"><span class="il">Allan</span>@positiveenergysolar.com</a><br>NABCEP Certified Photovoltaic Installer<br>EE98J Journeyman Electrician<br><b>Positive Energy, Inc.</b><br>3201 Calle Marie<br>Santa Fe, New Mexico 87507<br><b>505 424-1112</b><br><a rel="nofollow" target="_blank" href="http://www.positiveenergysolar.com/">www.positiveenergysolar.com</a></span></p></div><p class="MsoNormal"><br>On 12/22/2010 10:01 AM, Jason Szumlanski wrote: </p><p class="MsoNormal"><span style="font-size: 11pt; font-family: &quot;sans-serif&quot;;">We are working on a contract to put PV on a steel building with a corrugated metal roof. The corrugated metal is not a problem \u2013 we have solutions for that. I am wondering about how to best attach to the structural members.</span></p><p class="MsoNormal"><span style="font-size: 11pt; font-family: &quot;sans-serif&quot;;">&nbsp;</span></p><p class="MsoNormal"><span style="font-size:
 11pt; font-family: &quot;sans-serif&quot;;"><span>For an idea of what we are up against, see: <a target="_blank" href="http://www.fafcosolar.com/download/349/IMG_0828.JPG">http://www.fafcosolar.com/download/349/IMG_0828.JPG</a></span></span></p><p class="MsoNormal"><span style="font-size: 11pt; font-family: &quot;sans-serif&quot;;">&nbsp;</span></p><p class="MsoNormal"><span style="font-size: 11pt; font-family: &quot;sans-serif&quot;;">Any suggestions for attachment methods?</span></p><p class="MsoNormal"><span style="font-size: 11pt; font-family: &quot;sans-serif&quot;;">&nbsp;</span></p><div><p class="MsoNormal"><span style="font-family: &quot;serif&quot;;">Jason Szumlanski</span></p><p class="MsoNormal"><span style="font-family: &quot;serif&quot;;">Fafco Solar</span></p></div><div><p style="margin-bottom: 12pt;">&nbsp;</p></div><pre> &nbsp;</pre><pre> &nbsp;</pre><pre>_______________________________________________</pre><pre>List sponsored by Home
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