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<DIV class=OutlookMessageHeader dir=ltr align=left><SPAN
class=906125521-25122010><FONT face=Arial> Jason</FONT></SPAN></DIV>
<DIV class=OutlookMessageHeader dir=ltr align=left><SPAN
class=906125521-25122010><FONT face=Arial>the Ejot Solar
Fastener</FONT> <FONT face=Arial>is designed for trapazoidal standing
seam rib profiles like you may be up against on this roof. The only
drawback is that the m8x1.25 [.312"] self-tapping lag standoffs are not
self-drilling. This makes for an extra step in the process requiring an
aligned pilot hole to allow the threads to be formed properly. And
though they don't show a jam nut on the underside against the purlin, it
would probably be a good idea to use one. </FONT></SPAN><SPAN
class=906125521-25122010><FONT face=Arial> </FONT></SPAN></DIV>
<DIV class=OutlookMessageHeader dir=ltr align=left><SPAN
class=906125521-25122010><FONT face=Arial></FONT></SPAN> </DIV>
<DIV class=OutlookMessageHeader dir=ltr align=left><SPAN
class=906125521-25122010><FONT face=Arial><A
href="http://www.ejot.com/ejot.de/Der_EJOT_Solarbefestiger_ist_keine_Stockschraube_Bau_2011--5816,websiteLang__en.htm">http://www.ejot.com/ejot.de/Der_EJOT_Solarbefestiger_ist_keine_Stockschraube_Bau_2011--5816,websiteLang__en.htm</A></FONT></SPAN></DIV>
<DIV class=OutlookMessageHeader dir=ltr align=left><SPAN
class=906125521-25122010><FONT face=Arial></FONT></SPAN> </DIV>
<DIV class=OutlookMessageHeader dir=ltr align=left><SPAN
class=906125521-25122010>
<DIV>Jim Duncan</DIV>
<DIV>North Texas Renewable Energy</DIV>
<DIV>
<DIV>
<DIV>NABCEP Certified Solar PV</DIV>
<DIV>Installer No.31310-57</DIV>
<DIV>TECL 27398</DIV></DIV></DIV>
<DIV><A href="mailto:ntrei@1scom.net">ntrei@1scom.net</A> </DIV>
<DIV><FONT face="Times New Roman"
color=#0000ff><U></U></FONT> </DIV><FONT face=Arial></FONT></SPAN></DIV>
<DIV class=OutlookMessageHeader dir=ltr align=left><SPAN
class=906125521-25122010> </SPAN></DIV>
<DIV class=OutlookMessageHeader dir=ltr align=left><SPAN
class=906125521-25122010></SPAN><SPAN class=906125521-25122010><FONT
face=Arial> </FONT></SPAN></DIV>
<DIV class=OutlookMessageHeader dir=ltr align=left><SPAN
class=906125521-25122010> </SPAN><BR>On 12/22/2010 10:01 AM, Jason
Szumlanski wrote: </DIV>
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<DIV style="FONT-SIZE: 12pt; FONT-FAMILY: arial,helvetica,sans-serif">
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style="FONT-SIZE: 12pt; FONT-FAMILY: times new roman,new york,times,serif">
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<P class=MsoNormal><SPAN style="FONT-SIZE: 11pt; FONT-FAMILY: 'sans-serif'">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 – 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: 'sans-serif'"></SPAN> </P>
<P class=MsoNormal><SPAN
style="FONT-SIZE: 11pt; FONT-FAMILY: 'sans-serif'"><SPAN>For an idea of what
we are up against, see: <A
href="http://www.fafcosolar.com/download/349/IMG_0828.JPG"
target=_blank>http://www.fafcosolar.com/download/349/IMG_0828.JPG</A></SPAN></SPAN></P>
<P class=MsoNormal><SPAN
style="FONT-SIZE: 11pt; FONT-FAMILY: 'sans-serif'"></SPAN> </P>
<P class=MsoNormal><SPAN
style="FONT-SIZE: 11pt; FONT-FAMILY: 'sans-serif'">Any suggestions for
attachment methods?</SPAN></P>
<P class=MsoNormal><SPAN
style="FONT-SIZE: 11pt; FONT-FAMILY: 'sans-serif'"></SPAN> </P>
<DIV>
<P class=MsoNormal><SPAN style="FONT-FAMILY: 'serif'">Jason
Szumlanski</SPAN></P>
<P class=MsoNormal><SPAN style="FONT-FAMILY: 'serif'">Fafco
Solar</SPAN></P></DIV>
<DIV>
<P style="MARGIN-BOTTOM: 12pt"> </P></DIV><PRE> </PRE><PRE> </PRE></DIV></DIV></DIV></DIV></BLOCKQUOTE></BODY></HTML>