mattradk
Civil/Environmental
- Jul 23, 2016
- 22
I need to place an 8" stem wall for a proposed unheated garage immediately next to an existing stem wall for an existing garage that was converted to habitable space.
With the slope of the driveway being moderate, I'd like to start the new garage floor 6" below the existing floor to try to keep the slab as close as possible to the slab height at the garage door 24' away with an additional 6" slope.
The problem is that I need to maintain a 48" footing depth for frost protection. The building code says that the foundation depth can be less than the required depth if frost protection is designed by a "design professional". I have looked for guidance on this but I've been unable to determine what frost protection might be adequate to protect the new portion of the foundation.
The drawing I've uploaded shows two situations. The first shows what the wall might look like with a 3'6" depth to footing bottom, but with R10 rigid insulation added under the slab and against the new wall. The second situation has the new footing extending down to 48" (still with insulation).
My reservation with the second situation is the potential for undermining the existing footing, though I don't know that this is much of a problem extending only 6" below the existing footing.
The garage is 2x6 wall construction with trusses.
Are there any suggestions for the use of insulation to be able to implement the first situation in the drawing, or would am I over-concerned about the potential for undermining the foundation?
I had asked a similar question before, but I hadn't figured on dropping the beginning elevation of the new garage floor 6", so frost depth was not a question.
Thanks
With the slope of the driveway being moderate, I'd like to start the new garage floor 6" below the existing floor to try to keep the slab as close as possible to the slab height at the garage door 24' away with an additional 6" slope.
The problem is that I need to maintain a 48" footing depth for frost protection. The building code says that the foundation depth can be less than the required depth if frost protection is designed by a "design professional". I have looked for guidance on this but I've been unable to determine what frost protection might be adequate to protect the new portion of the foundation.
The drawing I've uploaded shows two situations. The first shows what the wall might look like with a 3'6" depth to footing bottom, but with R10 rigid insulation added under the slab and against the new wall. The second situation has the new footing extending down to 48" (still with insulation).
My reservation with the second situation is the potential for undermining the existing footing, though I don't know that this is much of a problem extending only 6" below the existing footing.
The garage is 2x6 wall construction with trusses.
Are there any suggestions for the use of insulation to be able to implement the first situation in the drawing, or would am I over-concerned about the potential for undermining the foundation?
I had asked a similar question before, but I hadn't figured on dropping the beginning elevation of the new garage floor 6", so frost depth was not a question.
Thanks