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0 � 0 <br />4. Please verify that the out -of -plane anchorage forces are accounting for the increase in <br />anchorage force per ASCE 7-10 Section.12.11.2.1 for flexible diaphragms. <br />5. On page 13 of 150 of the permit calculations, it appears that chord forces are 4.4kips in <br />one direction. Please verify that the wood members that are resisting this load can resolve <br />4.4kips in addition to any gravity loads present as per the applicable load combinations. <br />Please verify if this is an ultimate or allowable load demand. <br />6. It appears that the drag strut designs are based on an arbitrary increase of 25% increase <br />in design demand. Per Section, 12.10.2 of ASCE 7-10, the collector designs are required to <br />use the overstrength factor (Q) in design of the drag strut. Please clarify and revise <br />drawings as required. <br />7. Please verify story drift limits with calculated drifts and redundancy factors in both <br />directions per ASCE 7-10, Sections 12.12.1 and 12.3.4.2, respectively. <br />If you have any questions, please email or call me at (425) 257-7287. Upon submittal of the <br />drawings, your application will be given priority and plan reviews will recommence. All required <br />submittals shall be sufficient detail and contain sufficient information to ensure that the proposed <br />structure will be constructed in compliance with all adopted codes. <br />Sincerely, <br />James Bronder, PE <br />Associate Engineer <br />Plans Examiner <br />CPae2of2 <br />CITY OF EVERETT • 3200 Cedar Street . Everett, WA 98201 • (425) 257-8810 . Fax (425) 257-8857 <br />