Laserfiche WebLink
<br /> <br /> <br />Experience <br />21 years <br /> <br />Education <br />Oregon Institute of Technology <br />Klamath Falls, OR <br />B.S., Civil Engineering Technology, <br />Structural Option, Magna Cum Laude <br />1989 <br />Registrations <br />California <br />Structural Engineer #S4469 <br />California <br />Civil Engineer #C49737 <br />Oregon <br />Civil Engineer #18222 PE <br />Utah <br />Structural Engineer #6344599-2203 <br />Experience Summary <br /> <br />Kevin has more than 21 years experience as a structural engineer, <br />including 19 years in the private industry, and 2 years working as a <br />Supervising Engineer for the City of Sacramento. While in the <br />private industry, He designed multiple commercial and residential <br />projects including small commercial buildings, police and fire <br />stations, office building complexes, churches, multi‐family <br />residential complexes and various school projects including entire <br />campuses, multi‐purpose buildings and modernizations. <br /> <br />Kevin has designed structures of wood, masonry, concrete and <br />steel. His broad structural design experience and understanding <br />of structural design requirements includes projects located <br />throughout California, Oregon, Utah and Nevada. <br /> <br />As a plan review consultant, Kevin has performed structural plan <br />review on various projects with many different construction <br />types. Kevin is well‐versed in the required building codes <br />including the most current California Building Codes and all <br />related reference documents. Kevin also has extensive <br />knowledge of the FEMA documents used by the structural <br />engineering community. <br /> <br />Select Work Experience <br /> <br />Timpanogos Regional Hospital, Orem, UT <br />Kevin provided structural plan review for the addition of a third and fourth floor, 48,000 sq. ft. <br />Type 1B (2003 IBC) addition to an existing two‐story hospital. The building utilizes structural <br />steel eccentric braced frames and composite steel‐concrete diaphragms in its lateral force <br />resisting system. The design team was attempting to reduce the seismic base shear by utilizing <br />passive damping. This project was reviewed on behalf of the local jurisdiction for compliance <br />with the structural engineering design provisions of the 2003 IBC. <br /> <br />Napa Valley Crossroads – Building B, Napa Valley, CA <br />Kevin provided complete plan review services for this project, which consisted of a one‐story, <br />167,537 square foot, concrete tilt‐up building. The tilt‐up walls are load bearing walls that <br />support the steel open‐webbed roof trusses and plywood roof sheathing. The lateral force <br />resisting system consists of the plywood roof diaphragm and the concrete shear walls.