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PC 48289 <br />PUBL/C K/Ol� <br />June 6, 1995 <br />Page 2 <br />5. Provide structural details to show how roof diaphragm shr,ars will be transferred <br />to shear w�lls. Verify roof diaphragm is capable of carrying designated shears. <br />Correct shear wall references on the roof framing plan to agree with the <br />calculated nailing requirements. Verify that section 2/4 can withstand the forces <br />applied to it by the shear wall above (i.e, r4u =(1.7) (14) (8) = 190K-ft.) <br />In order for the processing of your application to continue, it will be necessary to <br />provide the Building Division with two complete new sets of drawings retlecting the <br />corrections requested. <br />Upon resubmittal of the drawings, your application will be given priority and plan <br />review will recommence. <br />All required submittals shall be of sufficient detail and contain sufficient information to <br />ensure that the proposed structure will be constructed in compliance with all adopted <br />codes. <br />Tenant improvement layouts and details shall be submitted for separate permits to <br />verify compliance with occupancy, fire resistive, structural, accessibility and exiting <br />requirements. <br />'In�—Sincerely, ; � <br />�J <br />Steve M:ller <br />Associate Engineer/Building <br />SM:jd:pc4H2H9 <br />CITY OF EVERETT• 3200 Cedar Street � Everett, WA 98201 •(206) 259-8800 � Fax (206) �,,,•8856 <br />