<html><head><style type="text/css"><!-- DIV {margin:0px;} --></style></head><body><div style="font-family:arial,helvetica,sans-serif;font-size:10pt">Jay -<br><br>If it is a flat roof it seems like a ballasted system might be the way to go. What is the beam/truss configuration?<br><br>-August<br><div> </div>August Goers<br><br><div style="font-family: arial,helvetica,sans-serif; font-size: 10pt;">Luminalt Energy Corporation<br><br><div style="font-family: arial,helvetica,sans-serif; font-size: 13px;"><font size="2" face="Tahoma"><hr size="1"><b><span style="font-weight: bold;">From:</span></b> jay peltz <jay@asis.com><br><b><span style="font-weight: bold;">To:</span></b> RE-wrenches <re-wrenches@lists.re-wrenches.org><br><b><span style="font-weight: bold;">Sent:</span></b> Tuesday, February 10, 2009 5:35:25 PM<br><b><span style="font-weight: bold;">Subject:</span></b> [RE-wrenches] anchoring racks to concrete roof<br></font><br>
I've got a client with a foam core concrete covered roof.<br>the concrete is 2.5" thick + over metal mesh over 6" ridged foam and then the same on the inside.<br><br><br>What anchor choices are best to mount the feet to?<br><br>Thanks in advance<br><br>jay<br><br>peltz power<br><br><br>_______________________________________________<br>List sponsored by Home Power magazine<br><br>List Address: <a ymailto="mailto:RE-wrenches@lists.re-wrenches.org" href="mailto:RE-wrenches@lists.re-wrenches.org">RE-wrenches@lists.re-wrenches.org</a><br><br>Options & settings:<br><a href="http://lists.re-wrenches.org/options.cgi/re-wrenches-re-wrenches.org" target="_blank">http://lists.re-wrenches.org/options.cgi/re-wrenches-re-wrenches.org</a><br><br>List-Archive: <a href="http://lists.re-wrenches.org/pipermail/re-wrenches-re-wrenches.org" target="_blank">http://lists.re-wrenches.org/pipermail/re-wrenches-re-wrenches.org</a><br><br>List rules & etiquette:<br><a
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