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HomeMy WebLinkAboutEngineer's Report - Footings 05.06.2016KAUP ENGINEERING INC. 1129 Grand Avenue Glenwood Springs, GO 81601 (970) 945-9613 Red House Architecture 815 Blake Ave Glenwood Springs, CO 81601 RE: House in the Hollow, Garfield County, CO Dear Bruce: May 6, 2016 Per your request, I reviewed the footings on the Edman Project based on the soils report by HP Geotech. The footings were designed with an assumed bearing pressure of 2000 PSF. The soils report indicates an allowable bearing pressure of 3000 PSF is to be used. Based on this, the continuous strip footings that were 18" wide may be reduced to 16" wide. The isolated pad footings that were previously noted as Type C with 3'-0" x 3'-0" may be reduced to Type B footings with 2'-6" x 2'-6" dimensions. Please call if you have questions. �11A�1►rrlUi , KI �����/j�Sr)0NAGy ;"\\