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, , <br /> • ECEOVIEn <br /> Peter Chopelas, PE <br /> A <br /> Engineering&Design Services MAR 0 6 2023 <br /> 307 North Olympic Ave, Suite#208 <br /> Arlington,WA 98223 CIT Lij <br /> Y OF EV E R ETT <br /> (360)653-4615 Chopelasandassociates@gmail.com Permit Services <br /> February 9,2022(revised 2-10-23) <br /> Molly Eberhardt <br /> 1518 Rucker Ave <br /> Everett WA 98201 <br /> Project: Proposed basement changes and rear deck addition of the existing residence at the <br /> above address <br /> The vertical and lateral loads were analyzed for the subject building according to the <br /> requirements of the 2018 International Building Code(ASCE 7-10). The following design <br /> conditions for the analysis are based on the site conditions or according to the minimum code <br /> requirements: <br /> Roof Snow load: 25 PSF <br /> Deck: 60 PSF <br /> Basic wind Speed: 110 MPH <br /> Wind Exposure/Importance: B/Iw=1.0 <br /> Seismic Site Class: D, Sds=0.976(USGS) <br /> Soil Capacity: 1,500 PSF <br /> A detailed inspection of the existing structure was accomplished. All of the existing building <br /> structure,and the foundation, are acceptable for the changes and new additional loads. None of <br /> the basement interior walls are load bearing,the floor joists are supported by original posts and <br /> beams that run from the front of the home to the beck wall. All of the new,existing or removed <br /> walls are non-structural and are only partition walls. This project includes alterations and <br /> additions to the lower basement level,as shown on the plans,to bring it into code compliance. <br /> This is necessary because of the unpermitted changes made by the previous owners of the <br /> property,as well as the addition of a new rear deck. The plans are marked according to <br /> requirements. Seismic redundancy is met. <br /> If you have any questions or are in need of further assistance please feel free to call. <br /> ye, „ <br /> 11 <br /> cfrtf <br /> A <br /> Peter Chopelas PE(rev 2-10-2023) <br /> \ I $ <br />