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    <p>I have been down this road.  I have designed many structures in a
      hurricane prone area at the request of the local building
      official, using my PE stamp as required.  A new building official
      who travels to the town once a week decided I could not do that
      work anymore. No relief from kicking it up, just more threats
      actually.  So, I hire a structural engineer now, and have used
      that to show that when the renewable energy program engineer
      failed me for not using a certified system, that the structural
      compliance letter was sufficient. Eventually they agreed.</p>
    <p>Chris<br>
    </p>
    <div class="moz-cite-prefix">On 6/25/2025 6:59 PM, William Miller
      via RE-wrenches wrote:<br>
    </div>
    <blockquote type="cite"
      cite="mid:e985f19dafe4a0f3e074ef82f33c5160@mail.gmail.com">
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        <p class="MsoNormal"><span
style="font-size:12.0pt;font-family:"Verdana","sans-serif"">Friends:</span></p>
        <p class="MsoNormal"><span
style="font-size:12.0pt;font-family:"Verdana","sans-serif""> </span></p>
        <p class="MsoNormal"><span
style="font-size:12.0pt;font-family:"Verdana","sans-serif"">I
            am having a problem pulling a permit in our county
            jurisdiction. The project is a ground mount array with a low
            tilt angle resulting in an overall rack height less than
            6’.  The county checklist for solar permits says:
            "Engineering is required for arrays exceeding six feet above
            adjacent grade."  I wanted to make sure this was the current
            criteria so I emailed a senior building official before I
            submitted my plans and received a reply stating the same
            criteria.</span></p>
        <p class="MsoNormal"><span
style="font-size:12.0pt;font-family:"Verdana","sans-serif""> </span></p>
        <p class="MsoNormal"><span
style="font-size:12.0pt;font-family:"Verdana","sans-serif"">I
            have done jobs in the county in the past with the same low
            height and not been required to provide engineering.  The
            system we use is pretty robust.  You can see a description <a
href="https://millersolar.com/MillerSolar/practices/DrivenPipe/DrivenPipe.html"
              moz-do-not-send="true">here</a>.  The rail is SnapNRack
            200 series.</span></p>
        <p class="MsoNormal"><span
style="font-size:12.0pt;font-family:"Verdana","sans-serif""> </span></p>
        <p class="MsoNormal"><span
style="font-size:12.0pt;font-family:"Verdana","sans-serif"">However
            for this project I am being denied a permit with this
            reason:  By not using one of SnapNRack’s suggested support
            structures I am “altering” the “racking kit.”  I am told if
            I provide a structural analysis a permit will be approved.</span></p>
        <p class="MsoNormal"><span
style="font-size:12.0pt;font-family:"Verdana","sans-serif""> </span></p>
        <p class="MsoNormal"><span
style="font-size:12.0pt;font-family:"Verdana","sans-serif"">The
            SnapNRack web site says this on the subject:  “The system is
            fully compatible with various foundation types, including</span></p>
        <p class="MsoNormal"><span
style="font-size:12.0pt;font-family:"Verdana","sans-serif"">ground
            screws, grade beams, and standard pier concrete
            foundations."  We all know that the word “including” does
            not preclude other possibilities.  I even got one of the
            SnapNRack engineers to write an email saying alternative
            support structures are allowed.</span></p>
        <p class="MsoNormal"><span
style="font-size:12.0pt;font-family:"Verdana","sans-serif""> </span></p>
        <p class="MsoNormal"><span
style="font-size:12.0pt;font-family:"Verdana","sans-serif"">I
            have worked up the entire chain of command in San Luis
            Obispo County including the department director and the
            office of County Counsel with no change in status.  I filed
            an appeal but the county refused to hear the appeal.</span></p>
        <p class="MsoNormal"><span
style="font-size:12.0pt;font-family:"Verdana","sans-serif""> </span></p>
        <p class="MsoNormal"><span
style="font-size:12.0pt;font-family:"Verdana","sans-serif"">I
            called my county supervisor to intervene but the building
            department is giving them the same reason.  The logic is
            flawed but no one will believe me in spite of the
            documentation I have provided.</span></p>
        <p class="MsoNormal"><span
style="font-size:12.0pt;font-family:"Verdana","sans-serif""> </span></p>
        <p class="MsoNormal"><span
style="font-size:12.0pt;font-family:"Verdana","sans-serif"">Last
            time we had one of these taller than 6 feet the we had it
            engineered at a cost of $5,000.  My contract covers me for
            the extra expense so the cost would be to the client.  I
            don’t believe it is right for the customer to have to pay
            this extra expense.  They are decent people who deserve
            better.</span></p>
        <p class="MsoNormal"><span
style="font-size:12.0pt;font-family:"Verdana","sans-serif""> </span></p>
        <p class="MsoNormal"><span
style="font-size:12.0pt;font-family:"Verdana","sans-serif"">I
            put together a web page to describe the entire interaction. 
            It is <a
href="https://millersolar.com/MillerSolar/case_studies/41_County_of_SLO/County_of_SLO.html"
              moz-do-not-send="true">here</a>.</span></p>
        <p class="MsoNormal"><span
style="font-size:12.0pt;font-family:"Verdana","sans-serif""> </span></p>
        <p class="MsoNormal"><span
style="font-size:12.0pt;font-family:"Verdana","sans-serif"">I
            think this is wrong and my principals are not allowing me to
            give in.  This is a pattern with this building department. 
            The last time this happened I fought for months and finally
            won.  I embarrassed them and I think the department is
            trying to punish me.</span></p>
        <p class="MsoNormal"><span
style="font-size:12.0pt;font-family:"Verdana","sans-serif""> </span></p>
        <p class="MsoNormal"><span
style="font-size:12.0pt;font-family:"Verdana","sans-serif"">I
            am looking for an attorney but so far all of them are too
            busy to take my case.</span></p>
        <p class="MsoNormal"><span
style="font-size:12.0pt;font-family:"Verdana","sans-serif""> </span></p>
        <p class="MsoNormal"><span
style="font-size:12.0pt;font-family:"Verdana","sans-serif"">Have
            anyone of you experienced anything like this? Anyone have
            any advice?</span></p>
        <p class="MsoNormal"><span
style="font-size:12.0pt;font-family:"Verdana","sans-serif""> </span></p>
        <p class="MsoNormal"><span
style="font-size:12.0pt;font-family:"Verdana","sans-serif"">Thanks
            in advance.</span></p>
        <p class="MsoNormal"><span
style="font-size:12.0pt;font-family:"Verdana","sans-serif""> </span></p>
        <p class="MsoNormal"><span
style="font-size:12.0pt;font-family:"Verdana","sans-serif"">William
            Miller</span></p>
        <p class="MsoNormal"><span
style="font-size:12.0pt;font-family:"Verdana","sans-serif""> </span></p>
        <p class="MsoNormal"><span
style="font-size:12.0pt;font-family:"Arial","sans-serif"">Miller
            Solar</span></p>
        <p class="MsoNormal"><span
style="font-size:12.0pt;font-family:"Arial","sans-serif"">17395
            Oak Road, Atascadero, CA 93422</span></p>
        <p class="MsoNormal"><span
style="font-size:12.0pt;font-family:"Arial","sans-serif"">805-438-5600</span></p>
        <p class="MsoNormal"><span
style="font-size:12.0pt;font-family:"Arial","sans-serif""><a
              href="http://www.millersolar.com/" moz-do-not-send="true">www.millersolar.com</a></span></p>
        <p class="MsoNormal"><span
style="font-size:12.0pt;font-family:"Arial","sans-serif"">CA
            Lic. 773985</span></p>
        <p class="MsoNormal"> </p>
        <p class="MsoNormal"> </p>
      </div>
      <br>
      <fieldset class="moz-mime-attachment-header"></fieldset>
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</pre>
    </blockquote>
    <pre class="moz-signature" cols="72">-- 
Christopher Warfel, PE
ENTECH Engineering, Inc.
PO Box 871, Block Island, RI 02807
(401) 447-5773</pre>
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