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I <br /> • <br /> Mr. Mcllvain <br /> CRM Architects&Planners, Inc. <br /> Plan Check Number: B1805-010, Second Review <br /> December 4, 2018 <br /> 42.The roof trusses must resist vertical loads due to wind on the parapets and vertical wind <br /> pressures on the roof deck. The loads shall be applied concurrently with the gravity loads. <br /> Diagrams indicating the required wind loading on the trusses shall be specified in the <br /> drawings. See IBC Sections 1603.1.8 and 1609.1, and ASCE 7-10 Chapter 30. <br /> See Structural Response letter <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 <br /> with 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:\BMartin\2018\131805-010_R2.docx <br /> O0 3200 Cedar Street 425.257.8800 ® everettpw@everettwa.goty /) <br /> Everett,WA 98201 CD425.257.8882 fax O everettwa.gov <br /> '. .- <br />