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<p class=MsoNormal><font size=2 color=navy face=Arial><span style='font-size:
10.0pt;font-family:Arial;color:navy'>IMHO the <span class=SpellE>TileTrack</span>
system for flat concrete tile or S-tile is the best approach there is. <span
class=GramE>The 3/8” SS all thread can be accommodated by a ~3/8”
hole in the tile, leaving an exceedingly narrow gap around the all-thread to caulk.</span>
<o:p></o:p></span></font></p>
<p class=MsoNormal><font size=2 color=navy face=Arial><span style='font-size:
10.0pt;font-family:Arial;color:navy'><o:p> </o:p></span></font></p>
<p class=MsoNormal><font size=2 color=navy face=Arial><span style='font-size:
10.0pt;font-family:Arial;color:navy'>By way of distinction, I never use tile
track on comp-shingle or torchdown roofs, using instead Fast-Jacks and Oatey
elastomeric flashing.<o:p></o:p></span></font></p>
<p class=MsoNormal><font size=2 color=navy face=Arial><span style='font-size:
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<p class=MsoNormal><font size=2 color=navy face=Arial><span style='font-size:
10.0pt;font-family:Arial;color:navy'>- Peter<o:p></o:p></span></font></p>
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10.0pt;font-family:Arial;color:navy'><o:p> </o:p></span></font></p>
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<p class=MsoNormal><font size=2 color=navy face=Arial><span style='font-size:
10.0pt;font-family:Arial;color:navy;mso-no-proof:yes'>Peter T. Parrish, Ph.D.,
President<br>
<st1:State w:st="on"><st1:place w:st="on">California</st1:place></st1:State>
Solar Engineering, Inc.<br>
<st1:address w:st="on"><st1:Street w:st="on">820 Cynthia Ave.</st1:Street>, <st1:City
w:st="on">Los Angeles</st1:City>, <st1:State w:st="on">CA</st1:State> <st1:PostalCode
w:st="on">90065</st1:PostalCode></st1:address><br>
CA Lic. 854779, NABCEP Cert. 031806-26<br>
<a href="mailto:peter.parrish@calsolareng.com">peter.parrish@calsolareng.com</a><span
style='mso-spacerun:yes'> </span><br>
Ph 323-258-8883, <st1:City w:st="on"><st1:place w:st="on">Mobile</st1:place></st1:City>
323-839-6108, Fax 323-258-8885<span style='mso-spacerun:yes'>
</span></span></font><font size=1 color=navy><span style='font-size:9.0pt;
mso-bidi-font-family:Arial;color:navy;mso-no-proof:yes'><span
style='mso-spacerun:yes'> </span><span
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yes'><o:p></o:p></span></font></p>
<p><font size=2 color=navy face=Arial><span style='font-size:10.0pt;mso-no-proof:
yes'> </span></font><font size=3 color=black face="Times New Roman"><span
style='font-size:12.0pt;font-family:"Times New Roman";color:windowtext'><o:p></o:p></span></font></p>
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<p class=MsoNormal><b><font size=2 face=Tahoma><span style='font-size:10.0pt;
font-family:Tahoma;font-weight:bold'>From:</span></font></b><font size=2
face=Tahoma><span style='font-size:10.0pt;font-family:Tahoma'>
re-wrenches-bounces@lists.re-wrenches.org
[mailto:re-wrenches-bounces@lists.re-wrenches.org] <b><span style='font-weight:
bold'>On Behalf Of </span></b>Nick <span class=SpellE>Soleil</span><br>
<b><span style='font-weight:bold'>Sent:</span></b> Wednesday, June 23, 2010
5:10 PM<br>
<b><span style='font-weight:bold'>To:</span></b> RE-wrenches<br>
<b><span style='font-weight:bold'>Subject:</span></b> Re: [RE-wrenches] Flashed
Footing Requirements</span></font><o:p></o:p></p>
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<p class=MsoNormal><font size=3 face="Times New Roman"><span style='font-size:
12.0pt'><o:p> </o:p></span></font></p>
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<p class=MsoNormal><font size=3 face=Arial><span style='font-size:12.0pt;
font-family:Arial'>Who can help:<br>
One of our local jurisdictions, City of <st1:City w:st="on"><st1:place
w:st="on">Petaluma</st1:place></st1:City>, is beginning to require flashed
footings under all solar arrays. I think that some flashed footings are
better than the Unirac L feet or <span class=SpellE>Prosolar's</span> <span
class=SpellE>TileTrac</span> foot, but the flashed footings cost a lot more $,
and some flashed footing products seem flawed (less watertight) They are
asking me to uninstall two commissioned systems from last week, and replace the
footings with flashed Fast Jacks, even though the documents detailed the
penetration method. <o:p></o:p></span></font></p>
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<p class=MsoNormal><font size=3 face=Arial><span style='font-size:12.0pt;
font-family:Arial'> I am looking for some good info that
supports flexible installation methods, including caulked footings. Our
industry has come a long way from the early days of racking on slotted angle
iron with steel L-brackets for feet, but those experiences tend to give me
confidence in continuing to use caulked footings. <o:p></o:p></span></font></p>
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<p class=MsoNormal><font size=3 face=Arial><span style='font-size:12.0pt;
font-family:Arial'>Nick <span class=SpellE>Soleil</span><br>
Project Manager<br>
Advanced Alternative Energy Solutions, LLC<br>
<st1:address w:st="on"><st1:Street w:st="on">PO Box</st1:Street> 657</st1:address><br>
<st1:place w:st="on"><st1:City w:st="on">Petaluma</st1:City>, <st1:State w:st="on">CA</st1:State>
<st1:PostalCode w:st="on">94953</st1:PostalCode></st1:place><br>
Cell: 707-321-2937<br>
Office: 707-789-9537<br>
Fax: 707-769-9037<o:p></o:p></span></font></p>
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<p class=MsoNormal><font size=3 face=Arial><span style='font-size:12.0pt;
font-family:Arial'><o:p> </o:p></span></font></p>
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<p class=MsoNormal><font size=3 face=Arial><span style='font-size:12.0pt;
font-family:Arial'><o:p> </o:p></span></font></p>
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