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Feb 11, 2025 · 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. The recommendations. Mar 3, 2011 · A contractor is suggesting the use of 1ft deep, very wide concrete slab to support heavy rotating equipment. The local jurisdiction has a required frost depth 42in. Can a very heavy. Apr 13, 2011 · 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. Apr 5, 2011 · In reality the frost depth is a little less directly below the wall, but I wouldn't count on it. If you're trying to avoid sinking the wall deeper, consider laying insulation board over the toe of footing,. Aug 7, 2008 · A "Frost box" is probably a term for a variation (enhancement) of the sheet insulation over the pipe, where vertical insulation is placed along the pipe to better protect the pipe & contain the heat.
Feb 24, 2009 · I am looking to see if there are any requirements for providing frost protection for isolated retaining walls. I can only find requirements in the IBC for foundations and footings however, I’m not. Feb 17, 2007 · 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. Oct 23, 2015 · I have an equipment foundation that needs to be frost protected. In this case, the frost depth is 48". In section 4.2 of ASCE 32 it states, "Foundations placed on a layer of well-drained,. Aug 31, 2010 · when do you draw the line when deciding frost footing with cmu wall for slab support, vs. monolithic slab. reason i ask is that I will have to bring in 4-5' of fill to get slab up to grade. then a.
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