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</o:shapelayout></xml><![endif]--></head><body lang=EN-US link=blue vlink=purple><div class=WordSection1><p class=MsoNormal><span style='color:#1F497D'>Hi Dana,<o:p></o:p></span></p><p class=MsoNormal><span style='color:#1F497D'>I’d consider the DPW Easy Power Posts as each one takes 6 ¼” x 2” screws, and if you use the fat ¼” metal roofing screws a lot of the strength is in the metal to help with hold down. Triple rails under each row of modules with Easy power posts at 16” to 24” o.c. depending on the roof’s pattern … just a thought. I do wonder what their metal roof attachment method was. We have used these on metal in high snow-wind load scenarios, but into plywood, not OSB, using the # 14 x 1.5” Woodtite metal roofing screws. Good luck.<o:p></o:p></span></p><p class=MsoNormal><span style='color:#1F497D'><o:p> </o:p></span></p><div><p class=MsoNormal><span style='color:#1F497D'>Chris Worcester<o:p></o:p></span></p><p class=MsoNormal><span style='color:#1F497D'>Solar Wind Works<o:p></o:p></span></p><p class=MsoNormal><span style='color:#1F497D'>NABCEP Certified PV Installer<o:p></o:p></span></p><p class=MsoNormal><span style='color:#1F497D'>Office 530-582-4503<o:p></o:p></span></p><p class=MsoNormal><span style='color:#1F497D'>Cell 530-448-9692<o:p></o:p></span></p><p class=MsoNormal><span style='color:#1F497D'>Fax 530-582-4603<o:p></o:p></span></p><p class=MsoNormal><span style='color:#1F497D'>www.solarwindworks.com<o:p></o:p></span></p><p class=MsoNormal><span style='color:#1F497D'>chris@solarwindworks.com<o:p></o:p></span></p></div><p class=MsoNormal><span style='color:#1F497D'><o:p> </o:p></span></p><div><div style='border:none;border-top:solid #B5C4DF 1.0pt;padding:3.0pt 0in 0in 0in'><p class=MsoNormal><b><span style='font-size:10.0pt;font-family:"Tahoma","sans-serif"'>From:</span></b><span style='font-size:10.0pt;font-family:"Tahoma","sans-serif"'> RE-wrenches [mailto:re-wrenches-bounces@lists.re-wrenches.org] <b>On Behalf Of </b>Dana<br><b>Sent:</b> Wednesday, December 16, 2015 3:46 PM<br><b>To:</b> 'RE-wrenches'<br><b>Subject:</b> [RE-wrenches] SIPS panel roofs<o:p></o:p></span></p></div></div><p class=MsoNormal><o:p> </o:p></p><p class=MsoNormal><span style='font-size:14.0pt;font-family:"Century Gothic","sans-serif";color:black'>SIP ROOF INSTALLATION<o:p></o:p></span></p><p class=MsoNormal><span style='font-size:14.0pt;font-family:"Century Gothic","sans-serif";color:black'><o:p> </o:p></span></p><p class=MsoNormal><span style='font-size:14.0pt;font-family:"Century Gothic","sans-serif";color:black'>I was asked to install on a SIP panel roof today. 5/8” OSB over 6” of foam on a 9:12 roof pitch at 9800’ elevation with a Pro panel metal roof skin. There is a finished ceiling underneath the lower side of the SIP roof panel. <o:p></o:p></span></p><p class=MsoNormal><span style='font-size:14.0pt;font-family:"Century Gothic","sans-serif";color:black'>I explained that it was not ideal due to the lack of good attachment etc. They were not concerned and said “you’ll make it work!”<o:p></o:p></span></p><p class=MsoNormal><span style='font-size:14.0pt;font-family:"Century Gothic","sans-serif";color:black'><o:p> </o:p></span></p><p class=MsoNormal><span style='font-size:14.0pt;font-family:"Century Gothic","sans-serif";color:black'>I have done SIP panels in new construction and we could install backing from underneath and refoam.<o:p></o:p></span></p><p class=MsoNormal><span style='font-size:14.0pt;font-family:"Century Gothic","sans-serif";color:black'>My first thought was to do 2-2.5 times the normal L feet.<o:p></o:p></span></p><p class=MsoNormal><span style='font-size:14.0pt;font-family:"Century Gothic","sans-serif";color:black'>One thought was to use expanding moly-bolts.<o:p></o:p></span></p><p class=MsoNormal><span style='font-size:14.0pt;font-family:"Century Gothic","sans-serif";color:black'><o:p> </o:p></span></p><p class=MsoNormal><span style='font-size:14.0pt;font-family:"Century Gothic","sans-serif";color:black'>Has anyone have experience attaching to SIP roof that was not prepared for an array? <o:p></o:p></span></p><p class=MsoNormal><span style='font-size:14.0pt;font-family:"Century Gothic","sans-serif";color:black'><o:p> </o:p></span></p><p class=MsoNormal><span style='font-family:"Century Gothic","sans-serif";color:#002060'>----------------------------------------------------------------------------<o:p></o:p></span></p><p class=MsoNormal><span style='font-size:10.0pt;font-family:"Century Gothic","sans-serif";color:black'>Dana Orzel <o:p></o:p></span></p><p class=MsoNormal><span style='font-size:10.0pt;font-family:"Century Gothic","sans-serif";color:black'>Great Solar Works, Inc - NABCEP # 051112-136<o:p></o:p></span></p><p class=MsoNormal><span style='font-size:10.0pt;font-family:"Century Gothic","sans-serif";color:black'>E - <a href="mailto:dana@solarwork.com">dana@solarwork.com</a> - Web - solarwork.com <o:p></o:p></span></p><p class=MsoNormal><span style='font-size:10.0pt;font-family:"Century Gothic","sans-serif";color:black'>O - 970.626.5253 C - 208.721.7003<o:p></o:p></span></p><p class=MsoNormal><span style='font-size:10.0pt;font-family:"Century Gothic","sans-serif";color:black'>"Responsible Technologies for Responsible People since 1988" <o:p></o:p></span></p><p class=MsoNormal style='background:white'><b><span style='font-size:18.0pt;font-family:Webdings;color:green'>P</span></b><span style='font-family:"Helvetica","sans-serif";color:navy'> </span><span style='font-size:10.0pt;font-family:"Arial","sans-serif";color:green'>Please consider the environment before printing this email.</span><span style='font-family:"Helvetica","sans-serif";color:black'><o:p></o:p></span></p><p class=MsoNormal><span style='color:black'><o:p> </o:p></span></p><p class=MsoNormal><o:p> </o:p></p></div></body></html>