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0 <br />Structun- Design. Assoclatcs <br />k'no-'neerirrn to I,as'l <br />Octoher 4, 1-021 <br />Soriano Addition OCT 12 2021 <br />CITY OF <br />EVERETT <br />Subject: Building Official Comments, Plan Check # B2108-01 1 Permit Services <br />SDA ,lob -4 9314 <br />To whom this may concern:, <br />At the request ot'Janet Soriano, this office reviewed the subject project to answer the building official <br />comments. <br />Following is our response; to those comments: <br />STRUCTURAL <br />1. Per architect. <br />Per architect <br />tyPer architect <br />Y <br />Per architect. We were hired for Lateral Only. Otherwise see details 3,4, &5/5-4.0 <br />CS 14 & MSTC48-B3 are shown. Overturning loads were given to the architect for him to design. <br />6. 11-iis is a post design, and the morricnt of 18.8 kip is shown in the bending loads: Moment, Seismic(see <br />page 14 calcs). <br />7. Equivalent lateral force procedure was used. Lateral has been revised. Wood header was used over <br />shearwalls. Height to width ratio now is in conformance. <br />8. See 7. <br />h1: Window removed. <br />Per architect - 0 C Pile- f htJ1'1 if f�'bD-o T 1 S 7 <br />1p - See revised calculations <br />12. Per architect <br />13. flans revised. <br />14. Ledger per architect. <br />RPer architect <br />. Per architect <br />Please contact this office if you have any questions concerning this letter, or for any other assistance. <br />Sin clv, <br />n <br />Chris Covington, P.E <br />\ _WWWW'W <br />,�� i� il�;chefc llc r vo 1,,vcivi '}<` 2 } 1 Ph: 123 VV) ('129 3 1'ec 1. o)8" 2v�j <br />\Nl�''kI.";tfiic(i(:,�.C()!!" <br />