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    <p>Benn, August, etc</p>
    <p>        Sorry for omitting a somewhat crucial detail....below
      these stringers it is a "standard" residential stacked roof with
      2X6 rafters on 16" centers with 1/2 " plywood deck. No purlins.  I
      appreciate the feedback/good ideas.</p>
    <p>Bill</p>
    <p>Feather River Solar Electric</p>
    <p><br>
    </p>
    <div class="moz-cite-prefix">On 4/29/2016 3:28 PM, August Goers
      wrote:<br>
    </div>
    <blockquote
      cite="mid:e785744a794bd4d3bd156ae5284497b6@mail.gmail.com"
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        <p class="MsoNormal"><span
style="font-size:11.0pt;font-family:"Calibri","sans-serif";color:#1f497d">Benn,</span></p>
        <p class="MsoNormal"><span
style="font-size:11.0pt;font-family:"Calibri","sans-serif";color:#1f497d"> </span></p>
        <p class="MsoNormal"><span
style="font-size:11.0pt;font-family:"Calibri","sans-serif";color:#1f497d">We’ve
            done it several ways including putting four 14 x 1.5” TYPE
            17 screws per attachment point through the metal and into
            the 1” x wood purlin. The key is that the load path all the
            way down needs to be capable of handling the worst case
            loads. So we had to check that too. Some racking
            manufactures such as Unirac have online calculators to give
            point loads. </span></p>
        <p class="MsoNormal"><span
style="font-size:11.0pt;font-family:"Calibri","sans-serif";color:#1f497d"> </span></p>
        <p class="MsoNormal"><span
style="font-size:11.0pt;font-family:"Calibri","sans-serif";color:#1f497d">Best,
            August</span></p>
        <p class="MsoNormal"><span
style="font-size:11.0pt;font-family:"Calibri","sans-serif";color:#1f497d"> </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";color:windowtext">From:</span></b><span
style="font-size:10.0pt;font-family:"Tahoma","sans-serif";color:windowtext">
                RE-wrenches [mailto:<a moz-do-not-send="true"
                  href="mailto:re-wrenches-bounces@lists.re-wrenches.org">re-wrenches-bounces@lists.re-wrenches.org</a>]
                <b>On Behalf Of </b>Benn Kilburn<br>
                <b>Sent:</b> Friday, April 29, 2016 2:17 PM<br>
                <b>To:</b> RE-wrenches<br>
                <b>Subject:</b> Re: [RE-wrenches] Goofy roofing</span></p>
          </div>
        </div>
        <p class="MsoNormal"> </p>
        <div>
          <p class="MsoNormal">August, et al;</p>
        </div>
        <div>
          <p class="MsoNormal">If the purlins are only 1"x4" or 1"x6"
            or....1"x anything, are you only relying on the 1" purlin as
            the attachment point or are you hitting the vertical trusses
            below the purlins?</p>
        </div>
        <div>
          <p class="MsoNormal"> </p>
        </div>
        <div>
          <p class="MsoNormal">We are working on a corrugated roof right
            now and using a Schletter roof bracket. The name of it
            escapes me at the moment. Maybe FixT?  </p>
        </div>
        <div>
          <p class="MsoNormal" style="margin-bottom:12.0pt">We are
            attaching to purlins which are 2"x6".  I wouldn't think 1"x
            anything would provide enough pull-out?</p>
          <div>
            <p class="MsoNormal">Benn Kilburn</p>
          </div>
          <div>
            <p class="MsoNormal">SkyFire Energy Inc. </p>
          </div>
          <div>
            <p class="MsoNormal">780-906-7807</p>
          </div>
          <div>
            <p class="MsoNormal"> </p>
          </div>
        </div>
        <div>
          <p class="MsoNormal" style="margin-bottom:12.0pt"><br>
            On Apr 29, 2016, at 9:09 AM, August Goers <<a
              moz-do-not-send="true" href="mailto:august@luminalt.com"><a class="moz-txt-link-abbreviated" href="mailto:august@luminalt.com">august@luminalt.com</a></a>>
            wrote:</p>
        </div>
        <blockquote style="margin-top:5.0pt;margin-bottom:5.0pt">
          <div>
            <p class="MsoNormal"><span
style="font-size:11.0pt;font-family:"Calibri","sans-serif";color:#1f497d">Hi
                Bill,</span></p>
            <p class="MsoNormal"><span
style="font-size:11.0pt;font-family:"Calibri","sans-serif";color:#1f497d"> </span></p>
            <p class="MsoNormal"><span
style="font-size:11.0pt;font-family:"Calibri","sans-serif";color:#1f497d">It
                sounds like you’re talking about a purlin type setup –
                4’ sounds a little far apart but I guess that’s what you
                have to deal with. If you have a corrugated metal roof,
                we’ve used S-5 CurruBrackets screwed through the metal
                and into the purlins and then either run the solar rail
                up and down the roof or install a sub-rack system (with
                strut or angle aluminum) perpendicular to your solar
                rail. </span></p>
            <p class="MsoNormal"><span
style="font-size:11.0pt;font-family:"Calibri","sans-serif";color:#1f497d"> </span></p>
            <p class="MsoNormal"><span
style="font-size:11.0pt;font-family:"Calibri","sans-serif";color:#1f497d">Best,</span></p>
            <p class="MsoNormal"><span
style="font-size:11.0pt;font-family:"Calibri","sans-serif";color:#1f497d"> </span></p>
            <p class="MsoNormal"><span
style="font-size:11.0pt;font-family:"Calibri","sans-serif";color:#1f497d">August
              </span></p>
            <p class="MsoNormal"><span
style="font-size:11.0pt;font-family:"Calibri","sans-serif";color:#1f497d"> </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";color:windowtext">From:</span></b><span
style="font-size:10.0pt;font-family:"Tahoma","sans-serif";color:windowtext">
                    RE-wrenches [mailto:<a moz-do-not-send="true"
                      href="mailto:re-wrenches-bounces@lists.re-wrenches.org">re-wrenches-bounces@lists.re-wrenches.org</a>]
                    <b>On Behalf Of </b>frenergy<br>
                    <b>Sent:</b> Friday, April 29, 2016 6:55 AM<br>
                    <b>To:</b> RE-wrenches<br>
                    <b>Subject:</b> [RE-wrenches] Goofy roofing</span></p>
              </div>
            </div>
            <p class="MsoNormal"> </p>
            <p>Recently, a customer had a metal roof (not standing seam)
              installed by a "handyman".  Pretty clean installation
              however for some reason he ran 1X6 stringers across the
              roof  on the 1/2" plywood deck spaced about every 4 feet
              (as you go from ridge to eaves).  Of course the roofing
              screws are at the stringers.  I'm sure he had a <i>great</i>
              reason for doing so.  So now I have been asked to install
              an array on this roof.  You can feel how "soft" the roof
              is as you walk on it of course because you are walking on
              air-below-metal for most of the roof.  Stringer locations
              don't jive with possible feet/post locations for rail. 
              I'm usually pretty good at problem solving but I'm
              accepting ideas.</p>
            <p>Bill</p>
            <pre>Feather River Solar Electric            </pre>
            <pre>Bill Battagin, Owner</pre>
            <pre>4291 Nelson St.</pre>
            <pre>Taylorsville, CA 95983</pre>
            <pre>530.284.7849</pre>
            <pre>CA Lic 874049</pre>
            <pre><a moz-do-not-send="true" href="http://www.frenergy.net">www.frenergy.net</a></pre>
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    <br>
    <pre class="moz-signature" cols="72">-- 
Feather River Solar Electric            
Bill Battagin, Owner
4291 Nelson St.
Taylorsville, CA 95983
530.284.7849
CA Lic 874049
<a class="moz-txt-link-abbreviated" href="http://www.frenergy.net">www.frenergy.net</a></pre>
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