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4/26/19 <br /> REFp; & ASSOCIA , PS36 <br /> Civil uralEngineering 196h Ave.W.#A, LynnwoodTES, WA 960 <br /> ' Office(425)77&2793 wer@reed-assoc.com <br /> 4-23-2019 <br /> Dante Palmaffy <br /> 12925 47th Dr. SE <br /> Everett, Wa <br /> Re: Kaskad, LLC @ I ._,r �2503 Wetmore Ave SEr <br /> j. <br /> Everett, Wa i : i , , <br /> rs � i <br /> 4 1 <br /> Corr. Notice Dated: April 4, 2018 1 ; ' ,, ,,�-7, 2 ,,.,., L.,_ <br /> ; '�City # C1808-0011 �-� ``�'#� ,.� <br /> R & A # 18-188 C is i ':fir:: -.[. <br /> To whom it may concern, <br /> The following, is this offices responses to the correction notice for the referenced project. <br /> ITEM 21, See note added to structural notes "INSPECTIONS". <br /> ITEM 24,a, Analysis in side to side direction has been done using "Special reinforced concrete <br /> shear walls" as allowed in T 12.2-1, B-4 and the EQUIVALENT LATERAL FORCE PROCEDURE <br /> per ASCE 7-10 sec 12.8. This allows usage of R=6, and a overstrength factor of 2.5. Least <br /> dimension of wall pier has been increased to 12", vertical reinforcement has been increased to <br /> meet the 1 percent requirement, transverse reinforcement has been modified to meet <br /> requirements of ACI 318-14, SEC 18.7.5.2. <br /> b, see revised beam calculations, enclosed. <br /> ITEM 25, Note identifying SW-2 and SW-3 has been added. <br /> ITTEM 27, Party wall shearwalls are wood and are identified as SW-1. <br /> If you have additional questions or require further information please contact this office. <br /> Sincerely, <br /> Yci,iidiA/7) . <br /> Wendell Reed, PE, CBO 41« .',"; <br /> ,*fir <br /> aitis1�041l►1', <br />