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Frost depth always has been and should be to the bottom of the footing On the other hand, if the structure is an unheated warehouse, then they should be protected just as exterior footings are You are trying to avoid a condition where frost occurs in the soil directly under a footing and in which case the soil expands (or rather the moisture freezes and expands within the soil matrix) and dislocates the footing.
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Hello, i am currently designing concrete drilled piers, and per the geotech report, the recommendations incur a 1600 psf design stress for potential frost heave If the building is heated there is no need to frost protect interior footings The recommendations also state that placing friction reducing material can be considered as an alternate option to prevent damage.
Frost heave is going to be a problem
What is the frost depth in your cabin area The us army corps of engineers has some freeware for calculating frost depth, but the climate input data is based on specific weather stations Their is probably data for north dakota and other northern u.s However there is still some potential for frost heave, especially of there are variations in the soil
As mentioned in the other thread, would be best to insulate footings having inadequate cover (side of wall below grade and laterally over footing) to maintain soils thawed under footing. I always hear that the footings have to be placed below the frost depth but does that apply to any footing For a job where the local code indicates frost depth of 42”, all exterior bldg footings are placed at that depth but when it comes to the exterior stairs, they only go down 18” only! I am designing a thickened edge slab for a garage 28'w x 36'l
I am able to calculate the required thickness but have unique site conditions (clay soil, subject to freeze/thaw (frost) action)and am looking for additional design considerations/ criteria
Frost penetration and frost depth effects are really two different animals Section 1809.5 of ibc 2009 deals with frost depth and leaves most of the requirements up to the local jurisdiction You may want to look in this section to see if you can work your way out of the requirements for a landscaping retaining wall (it’s up to your interpretation) As far as other types of walls, see the post above.
When do you draw the line when deciding frost footing with cmu wall for slab support, vs Then a retaining wall, etc(not in that order specifially) Or should i do the frost footing and cmu.
