We're considering moving away from concrete footings where appropriate on GM projects. I am have not used any helical anchor systems and am curious about the efficiency of the helical anchor system in resi applications. Specifically, am I going to need soil compaction tests and/or geo survey with a P.G. stamp? What is the AHJ going to be looking for? As always, I appreciate any input! Eric Stikes Founding Director & CEO Good Sun Solar, A CA non-profit corp. www.goodsun.life (530)798-3738
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