GBA Logo horizontal Facebook LinkedIn Email Pinterest Twitter X Instagram YouTube Icon Navigation Search Icon Main Search Icon Video Play Icon Plus Icon Minus Icon Picture icon Hamburger Icon Close Icon Sorted

Community and Q&A

Heated slab on grade insulation

user-7031471 | Posted in Energy Efficiency and Durability on

Building new in Berkshire county, MA. We have frost walls that are notched to 5.5″ at the top. The architect plans show R-15 under the slab, running up the stem wall with a beveled top (slab=finished floor). However the architect says we don’t need to insulate the frost walls down to the footing. Seems best practice indicates he is wrong. Any thoughts?
Thanks for a fantastic forum.
Lukas Schwartz

GBA Prime

Join the leading community of building science experts

Become a GBA Prime member and get instant access to the latest developments in green building, research, and reports from the field.

Replies

  1. GBA Editor
    Martin Holladay | | #1

    Lukas,
    My recommendation follows the advice of Building Science Corporation: In Climate Zones 4 and higher, the stemwall insulation should extend all the way down to the footing. Here is a link to an article with more information: Insulating a slab on grade.

  2. Expert Member
    Dana Dorsett | | #2

    It's better still if the stem wall insulation is on the exterior side, and continuous with the insulated exterior walls. Beveled interior side leaves a thin spot in the insulation layer, and a fairly severe thermal bridge to the exterior (which is much colder in winter than your footing or subsoil) for your climate zone 5 location. With a heated slab this would show up as a screaming hot stripe on the exterior.

    If the stemwall insulation is on the exterior the slab can remain full thickness all the way to the stemwall. The slab edge will be thermally connected to the concrete stemwall, tapered EPS at that juncture would minimize the heat loss to the subsoil from the heated slab. Your deep subsoil temps in that area are no cooler than ~50F, which is a heluva lot warmer than your 99% outside design temp of ~0F (give or take a few). MA code requires R10 minimum slab edge insulation (even for unheated slabs), and tapering to R0 at the top of the slab would not meet the letter of the code without a full R15 exterior to the stem wall.

  3. user-7031471 | | #3

    thanks for your answers! i just can't convince the architect to do exterior foam, so your right we'll have a major weak point. His reasoning is that we have a bunch of tilt turn windows that sit right on the slab on the exterior (also not ideal!!), bringing the finished floor(slab) to within 3" of the exterior sheathing. But on the upside any plantings near the foundation will experience a warmer climate...

  4. Expert Member
    Dana Dorsett | | #4

    Who is driving the bus here? Is it you or the architect?

    How is the architect planning to meet code compliance on the R10 slab edge insulation requirement with a thermal bridge like that?

  5. user-7031471 | | #5

    though at times i am helping navigate, the architect is driving - i am the builder. Not sure how this glaring insulation gap will be viewed by the building inspector. With an architect's stamp, my experience is that he will not look closely at this kind of detail

  6. user-4524083 | | #6

    Depending on your wall setup (i.e. you have walls thicker than 2X6), you could pour stem walls and slab separately, and everyone is happy. However, the wall would have to cover the top of the foam, or be tapered at its outside edge.

Log in or create an account to post an answer.

Community

Recent Questions and Replies

  • |
  • |
  • |
  • |