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Old 07-03-2012, 04:15 PM   #1
Join Date: Apr 2008
Location: NJ
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Wall Thickness Concrete Block Foundation

According to IRC 2006 TABLE R404.1.1(1) will I need to use 10" hollow CMU if I have over 5' unbalanced backfill (middle column for soil type) on an 8' wall?
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