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18 of 26 <br /> A PROJECT NO. SHEET NO. <br /> S210728-5XR <br /> lg.-- <br /> i <br /> PROJECT 3324 TULALIP AVE,EVERETT, WA 98201 <br /> LONGITUDE SUBJECT Foundation Stabilization/Jacking <br /> ONE TWENTY° <br /> ENGINEERING&DESIGN BY FY DATE 08/31/2021 <br /> Maximum loading on grade beam determined <br /> based on building geometry,and through <br /> conservative assumptions regarding span <br /> lengths and support walls/foundation.Basically, <br /> all concrete walls assumed full tributary span of <br /> floor members and roof members. <br /> V <br /> /1' L/2 A' L/2 11' <br /> T <br /> 2'-2" (18" + 8") <br /> y <br /> Pile and connection requirements per Pile and connection requirements per <br /> contractor contractor <br /> 7'-0" Max <br /> Conclusion: <br /> Based on the loading and geometry of the structure we conclude that the foundation may be stabilized through the use of piles and <br /> connections per R&R. These are to be attached to the stem-wall(grade-beam)at an on-center(o.c.)spacing no greater than the <br /> maximum spacing indicated on the attached Level Survey. <br /> L120 ENGINEERING&DESIGN <br />