<html><head><style type="text/css"><!-- DIV {margin:0px;} --></style></head><body><div style="font-family:bookman old style,new york,times,serif;font-size:10pt"><div>check the specs on how the roof is attached to the building.....<br></div><div style="font-family: bookman old style,new york,times,serif; font-size: 10pt;"><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> Paul Lyons <Lyons@ZapotecEnergy.com><br><b><span style="font-weight: bold;">To:</span></b> re-wrenches@lists.re-wrenches.org<br><b><span style="font-weight: bold;">Sent:</span></b> Wednesday, August 26, 2009 3:32:17 PM<br><b><span style="font-weight: bold;">Subject:</span></b> [RE-wrenches] S-5 clamps on the standing seam roof<br></font><br>
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<p class="MsoNormal">Hello RE-Wrenches \u2013</p>
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<p class="MsoNormal">We are working on the design details for S-5 clamps on a standing
seam roof with the PV modules mounted directly on the clamps at four points
(i.e. no horizontal rails). The roof is made by Metl Span of Lewisville,
Texas. The building is in New England and the roof has a slope of 0.5:12 </p>
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<p class="MsoNormal">Have any of you had experience with these clamps and/or this
particular roof manufacturer? </p>
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<p class="MsoNormal">Paul Lyons, P.E.</p>
<p class="MsoNormal">Zapotec Energy Inc.</p>
<p class="MsoNormal">675 Massachusetts Ave</p>
<p class="MsoNormal">Cambridge, MA 02139-3309</p>
<p class="MsoNormal">Tel: 617-547-5900 ext.201</p>
<p class="MsoNormal">Fax: 617-547-5901</p>
<p class="MsoNormal">Mobile: 617-285-0634</p>
<p class="MsoNormal">Email: <a rel="nofollow" ymailto="mailto:Lyons@ZapotecEnergy.com" target="_blank" href="mailto:Lyons@ZapotecEnergy.com">Lyons@ZapotecEnergy.com</a></p>
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