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SOJND STRUCTURAL SOLUf ivI S <br />Ssh E N G I N �Ec <br />R 5 <br />August 2, 2011 <br />To: Greg & Donna Kuper <br />From: Damon Fleming, PE <br />Re: 1820 72nd PI SE — Everett <br />SSS# s1105011 <br />full -height foundation wall at CARPORT <br />Revising the plan so that a full -height basement wall is constructed along the carport <br />instead of post and beams does not change the Wind & Earthquake Design. Attached <br />page R1 illustrates this location on S1. <br />Also, I have provided a cantilevered foundation wall detail (stamped separately) that <br />can be used where the top of the foundation wall is unsupported and the allowable <br />backfill height difference is exceeded on the foundation plan provided to you by Design <br />Lines. <br />If you have any questions or require additiona; information, please call. <br />6628 212th Street SW, Suite 20S - Lynnwood, Z 98036 - Ph: 42S-778-1023 - Fax: 206-260-7490 <br />