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HomeMy WebLinkAboutEngineer Report 06.10.19KURTZ & ASSOCIATES.INC. STRUCTTIRAL CONSULTANTS 5012 County Road 154 Phone (970) 945 6305 Glenwood Springs, CO 81601 MEMORANDUM To: Grrfield County Building & Planning Dept. 108 Eight Street, Glenwood Springs, Co. Copy: Lonnie & Joni Busby Copy: Foundation Repair of Western Colorado Re: Busby Residence: l19 \ilhite Pe¡ks Lane, Ironbridge Subdivision, Garfield County' CO. Our office originally inspected the noted residence on Nov. 05, 2018. The subject residence is a two story wood fr'¿imed structure over a crawl space with an attached vehicular garage. The residential portion of the home measures, in plan, approxinately 35'-0' east-to-west by 47'-0" north-to-south. The home was originally constructbd with continuous concrete foundation walls and continuous concrete footings. The crawl space framing included a total of three (3) structural steel beams which clear span eas-t-to-west asross the crawl space. Those steel beams are supported on pteel columns in the crawl space. Our office issued construction documents on November 09, 2018 to address the stabilization of the foundation walls. Those documents specified the installation of thirty sevar (37) hydraulically driven steel piles to be installed along the foundation walls. The construction documents specified the location of each pier and the required "Safe Working Load" that each pier is to support. Those documents also specified and detailed a total of four (4) steel brackets to attach the four (4) most heavily loaded steel columns to the concrete foundation walls. Foundation Repair of Western Colorado installed the thirty seven (37) steel piers beginning on May 14,2019 and continuing through May 28, 2019. I performed a visual inspection of the installed piers on May 28, 2019, and a second inspection on May 29, 2019 to observe installation of the noted steel brackets. They subsequently hydraulically loaded the piers and lifted and releveled the center portion ofthe home. Our office coordinated with Foundation Repair of rilestern Colorado during the construction phase. Subsequent to the foundation repair Foundation Repair of Western Colorado provided a 'Pier Summary" and "Pier Analysis." REcËrvEÐ .lllllV t ll ;nn .tfni,',î,l?Êp.f#Af (2) Pages June 04, 2019 Q) Our office reviewed those dooumonts. The Pier Summary includes the driven depth of each pier and the amount of lift at cach pier. The &iven depths indic¡te the depth at which the piers encountered the underlying granular bearing soils. The driven depths u/ere very consistent: they vuied ftom approximately 20 feet to 28 feet. The liftq as documented, wore zuccessful, and wero as anticþated: the li:ft heights varied from ll8'to 1". It is my professional opinion that the foundation repairs have been zuccessfirlly complaod by Foundation Repair of Western Colorado in accordance with the construction documents is.sued by our office. Kurtz and Associates, Inc. BrianKurtz, P.E.