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633 plf= 0.84, approximately a 15% reduction) to compare against the wood shear wall design <br /> values. Please clarify. <br /> 4. Please provide calculations checking the redundancy factor, p, per ASCE 7-10 Sec 12.3.4.2. It <br /> appears to be unclear whether a redundancy factor of 1.0 or 1.3 is used for the design of the wood <br /> shear walls. <br /> 5. Please provide calculations indicating that the drift criteria for the structure with the structural <br /> repairs have been satisfied per ASCE 7-10 Sec. 12.12. <br /> If you have any questions, please email or call me at (425) 257-7287. Upon submittal of the revisions, your <br /> application will be given priority and plan reviews will recommence. All required submittals shall be sufficient <br /> detail and contain sufficient information to ensure that the proposed structure will be constructed in <br /> compliance with all adopted codes. <br /> Sincerely, <br /> Ja -s Bronder, PE k <br /> A.s. iate Engineer <br /> P n• Examiner <br /> CITY OF EVERETT • 3200 Cedar Street • Everett, WA 98201 • (425) 257-881 Fax (425) 257-8857 <br />