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• <br /> siLlSathllI Brent K.Leslie,P.E.,S.E. <br /> Ale Kathy A.Hargrave,P.E. <br /> Larry G.Lindell,P.E.,S.E. <br /> 4815 Center Street Michael A.McEvilly,P.L.S. <br /> Tacoma,WA 98409-2319 Andrew J.Boileau,P.E.,S.E. <br /> (253)474-9449/sittshilt.com David C. Boileau,AIA <br /> July 18th,2023 <br /> CARPORTS OF WASHINGTON, INC. V <br /> P.O. Box 2389 <br /> Buckley,Washington 98321 JUL 2 1 2023 <br /> TO: Ms.Candy Ford CITY OF EVERETT <br /> SUBJECT: EMERALD COURT CARPORTS REVIEW COMMENTS#2 Per i rvice <br /> s <br /> EVERETT, WASHTINGON <br /> SITTS&HILL PROJECT#19,933 <br /> Dear Ms.Candy Ford, <br /> Per your request,we have completed our review of the second round of structural comments dated May <br /> 24th, 2023 from the City of Everett.The Following is our response to the noted comments: <br /> Comment 1: This comment has not been addressed. Calculation pages 22 and 23 referenced in the <br /> response do not provide a splitting analysis of the foundation to verify that confinement will be <br /> maintained in the footings to preclude failure of the structure. Footing Detail 01/52.0 should be <br /> provided with top reinforcement per ACI 318-14 Section 10.7.6.1.6.Alternatively,an analysis per Section <br /> 17.2.3.5.3 should be performed to substantiate that splitting of the foundation does not occur from <br /> flexural restraint of the embedded posts.See IBC Section 1604.1 and 1604.4. <br /> Response 1: Structural calculations have been amended to include verification that the unreinforced <br /> footing can resist breakout. See page 29 of the calculation set marked Revision 2 and dated July 17th, <br /> 2023. Based on these results,the original design is structurally adequate. <br /> Please feet free to contact our office with any additional questions or comments regarding this project. <br /> Sincerely, <br /> Owen M.Anderson, E.I.T. <br /> Design Engineer gip, J. TIC? <br /> v pF WASyl <br /> Reviewed by �� m�,� <br /> (412--eY Arrvvvvi.e/t- <br /> -0. 6, 47-79 .*:' cy" <br /> Caleb J.Ti mer,P.E.,S.E. o� slo ALE\C <br /> Senior Project Engineer (i7/18/23 <br /> p:19,933/Correspondence/Structural/Letters/Emerald Court Carport Review Response#2 <br /> Civil I Structural I Architectural I Survey <br />