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2221 Everett Ave <br /> z\)/ Suite 104 <br /> Everett,WA 98201 <br /> ARCHITECTURAL DESIGN <br /> ASSOCIATES, PS <br /> 10-10-2017 <br /> To: James Bronder, PE , Associate Engineer, Plans Examiner <br /> City of Everett Building Department <br /> Re: Plan Check Number: B1706-057 <br /> Van Winkle Properties <br /> 3620 Broadway Ave. <br /> Dear Mr. Bronder, <br /> Pursuant to your correction letter dated August 22, 2017, this response is provided <br /> using your numbering system and referencing the revised plans submitted with this cover letter. <br /> Revisions have been clouded on the plans. <br /> STRUCTURAL <br /> 1. All concrete wall piers have been removed and replaced with a plywood <br /> shear wall system. After a peer review of Mitchell's concrete restraint <br /> panel design method, this revised plywood system was deemed more appropriate <br /> for this application. The re-submitted revised set of plans reflects this revised lateral <br /> restraint design. Mitchell Engineering has provided revised calculations <br /> and details to describe the revisions to ensure the proposed structure will <br /> be constructed in compliance with all adopted codes. <br /> 2. Sheet LP 1.0 ( landscape plan ) note has been revised to show full height conc wall <br /> with brick veneer matching detail 11 /S-1.0 and sheet and note on sheet A-3.0. <br /> 3. See revised plans and calculations describing the plywood shear wall system. <br /> 4. See revised plans and calculations describing the plywood shear wall system. <br /> 5. See revised plans and calculations describing the plywood shear wall system. <br /> 6. See revised plans and calculations describing the plywood shear wall system. <br /> 7. Detail 11/S-1.0 is a section through the full height concrete wall at the wall between <br /> the existing building and the proposed addition. <br /> 8. See revised plans and calculations describing the plywood shear wall system. <br /> See sheets S-1.0 and S-1.1 for adjusted details. <br /> 9. Revised parapet bracing are shown on p 4 of the calculations and on <br /> Detail 14/S-1.0. <br /> Please note this letter is attached to the revised calculations for the items listed above along with the <br /> original calculations describing structural items not directly related to the revised plywood shear wall <br /> conversion. <br /> Sincerely, <br /> James Thomas, Architect <br /> Matt Schreilfels, Project Manager <br /> Architectural Design Associates, PS <br /> 2221 Everett Ave* 104, <br /> Everett, WA. 98201 <br /> 425-259-0661 <br /> jthomas(c�arch-design.net matt @ arch-design.net <br /> 2221 EVERETT AVENUE SUITE#201 • EVERETT,INA 98201 <br /> Phone:(425)259-0661 - Fax:(425)252-6911 - www.arch-design.net <br />