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6/15/10 <br />6.11.2010 <br />Martin Barr <br />4602 S 3rd Street <br />Everett, WA 98203 <br />Re: R&A Job#09-299 <br />Barr Deck <br />Site Address. <br />Plan Check No: <br />To Whom It May Concern: <br />REED & ASSOCIATES, PS <br />Civil & Strucl ual Engineering <br />8311 2121h St. SW, Edmonds, WA 98026 <br />Office (425) 778-2793 Fax (425) 775.2073 <br />4602 S 3rd Street <br />Everett, WA 98203 <br />B0911-020 <br />1. See drawings for review stamp. <br />2. By others <br />3. By others <br />4. By others <br />5. The plans show a restrained foundation wall detail. It appears this would be applicable <br />in less than 20% of the length of the south wall. Provide detail(s) for retaining wall(s) <br />that is/are not restrained at the top. <br />a. The only location along the south wall where the found tion wall is <br />cantilevered is under the window. This location refers to detail 10. All other <br />locations along the south wall are full height concrete and refer to detail 6. <br />6. By others <br />7. Roofs and decks are required to be positively anchored to the primary structure and <br />designed for both vertical and lateral loads. Where positive connection to the primary <br />building structure cannot be verified during inspection, decks shall be self-supporting. <br />a. See details 1 & 5 for primary structural anchorage. <br />8. Provide lateral analysis prepared by a licensed WA State structural engineer. <br />a. See attached lateral calculations. <br />9. By others. <br />Should there be any questions or <br />Sincerely, <br />Michael Herlihy <br />)JLr� vl-t D <br />lu� u J 1 8 20'0 <br />CITY OF EVERETT <br />Permit Servicing <br />d io <br />EXPIRES 5-27- L <br />09-299 <br />