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• • <br /> Mr. Matt Wasse <br /> Shugart Wasse Wickwire <br /> Plan Check Number: B2003-009, First Building Review <br /> March 17, 2020 <br /> plates should connect directly to the roof framing; connections should not be made through the <br /> ceiling GWB. The connection should be capable of resisting an out-of-plane load on the walls of <br /> 5 psf. Additional blocking may be required where walls are parallel to and offset from the <br /> framing above. Wood bottom sill plates should be preservative-treated or naturally-durable <br /> wood per IBC Section 2304.12.1.4. See IBC Sections 1603.1, 1604.1, 1604.4, and 1607.14. <br /> This review has been performed for general compliance with the building codes as adopted and <br /> amended by the state of Washington and the city of Everett. Corrections and comments made <br /> during the review process do not relieve the project from compliance with code and permit <br /> requirements. The designers-of-record are responsible for a complete design in accordance with <br /> the laws of the state of Washington. <br /> If you have any questions or require additional clarification, please contact us. <br /> Respectfully, <br /> Drew Martin, P.E., S.E. <br /> Associate Engineer/ Commercial Plans Examiner <br /> (425)257-8813 <br /> dmartin@everettwa.gov <br /> S:\BMarti n\2020\B2003-009_R1.docx <br /> O3200 Cedar Street © 425.257.8810 0 everetteps@everettwa.gov <br /> Everett,WA 98201 425.257.8857 fax everettwa.gov/permits <br /> Page 4 of 4 l <br />