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• 1111 5/9/19 <br /> 41111REED & ASSOCIATES, PS <br /> Civil&Structural Engineering <br /> 19626 76th Ave.W.#A, Lynnwood, WA 98036 <br /> 1 <br /> Office�425)778-2793 wer@reed-assoc.com <br /> 5-9-2019 <br /> Dante Palmaffy <br /> 12925 47th Dr. SE <br /> Everett, Wa <br /> Re: Kaskad, LLC @ <br /> 2503 Wetmore Ave SE <br /> Everett, Wa <br /> Corr. Notice Dated: April 4, 2018 <br /> City # C1808-0011 <br /> R & A # 18-188 <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, A-1 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.to sht. 3, beneath SW schedule. <br /> ITTEM 27, Party wall shearwalls are wood and are identified as 6W-1. Note added on sht 8 regard <br /> A35 per SW schedule. <br /> If you have additional questions or require further information please contact this office. <br /> Sincerely, <br /> Vt'i'le Al <br /> "III <br /> Wendell Reed, PE, CBO <br />