Can someone give me their interpretation of either the 2012 or 2015 IRC Table N1102.1.1 in Climate Zone 4 under Wood Frame Wall R-Value where is states R20 or R13 + 5? And how this is being accomplished in the field? In the 2009 IRC, there was a note that the R5 was not required where structural sheathing was being used but this is not clear in the 2012 IRC.
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