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User:WindsorHood607

2012-06-01T05:59:15Z

WindsorHood607: Created page with 'Foundation Recommendations: Provided estimated settlements are at intervals the structural tolerance, a shallow foundation system consisting of either perimeter wall footings or …'

Foundation Recommendations: Provided estimated settlements are at intervals the structural tolerance, a shallow foundation system consisting of either perimeter wall footings or isolated pad footings should provide adequate support for the proposed structure, assuming the whole removal of all surface organic materials, correct subgrade preparation, and proper fill placement, as described later. based on the SPT "N" values obtained from the [http://www.denichsoiltest.com/tag/soil-boring soil boring log] a web allowable soil bearing pressure of 2,500 psf (in more than overburden) is estimated for the present shallow soils found over the site and for structural fill as described during this report. This bearing pressure estimate relies on the complete removal of all surface organic materials, the removal of organic materials beneath footings, and therefore the filling and recompacting described later during this report. Settlements for the proposed structures and also the anticipated fill, primarily based on a bearing capability of two,500 psf, are estimated to be about 1-inch total. As discussed previously, thanks to the sandy nature of the materials, these settlements should occur as the loads are applied. A minimum footing width of 18 inches and a minimum depth of embedment of eighteen inches ought to be used for footing design for all structures if individual footings are selected.

WindsorHood607

2012-06-01T05:59:01Z