Inspector 102
REGISTERED
Here in the great state of Indiana, we are about to adopt a modified version of the 2009 International Residential Code, Chapter 11. Typically our foundations are 36" deep with R-10 foam placed in a trenched footing to the bottom of the slab. This leaves 4" of concrete without a thermal break. Now the energy code wants foam all the way to the top of the slab. I have concerns on the structural break this is creating around the structure instead of tying the stem wall into the slab. Does anyone have pictures on how other areas are accomplishing this method? I find it hard to believe that the trade off of energy conservation vs. slab integrity is a good thing. I understand the insualtion can be placed outside the stem wall, but that creates a whole list of other issues with protecting the foam from damage. Any comments approceiated, supposed to start enforcing this on April 5th.