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Kevin Sorensen, SE <br />Senior Structural Engineer <br />Experience <br />Experience Summary <br />21 years <br />Kevin has more than 21 years experience as a structural engineer, <br />Education <br />including 19 years in the private industry, and 2 years working as a <br />Oregon Institute of Technology <br />Supervising Engineer for the City of Sacramento. While in the <br />Klamath Falls, OR <br />B.S., Civil Engineering Technology, <br />private industry, He designed multiple commercial and residential <br />Structural Option, Magna Cum Laude <br />projects including small commercial buildings, police and fire <br />1989 <br />stations, office building complexes, churches, multi -family <br />Registrations <br />residential complexes and various school projects including entire <br />California <br />campuses, multi-purpose buildings and modernizations. <br />Structural Engineer#S4469 <br />California <br />Kevin has designed structures of wood, masonry, concrete and <br />Civil Engineer#C49737 <br />steel. His broad structural design experience and understanding <br />Oregon <br />of structural design requirements includes projects located <br />Civil Engineer#18222 PE <br />throughout California, Oregon, Utah and Nevada. <br />Utah <br />Structural Engineer #6344599-2203 <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 />Select Work Experience <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 />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. <br />+4L.EAF, iNC. <br />1 of 1 <br />