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PROJECT NO. SHEET NO. <br /> 1111,..Agi S221116-1XR <br /> TAPROJECT 1101 Grand View Dr, Everett, WA 98203 <br /> LONGITUDE SUBJECT Foundation Stabilization/Jacking <br /> ONE TWENTY° <br /> ENGINEERING&DESIGN BY KJ DATE 12-9-22 <br /> LOAD ANALYSIS:IBC 2015-2-STORY <br /> BUILDING <br /> Typical Pile Under Beam Support Point Load \ / <br /> per EOR(piles 22,28-29): V <br /> Case 1:Point Load: ,' L/2 II/ L/2 <br /> Pile#22=6kips <br /> Pile#28=16.5kips - <br /> Pile#29=13.2 kips <br /> Refer to EOR Structural Plans from BTL 1— <br /> Engineering for isolated point load callouts. <br /> * <br /> requirements <br /> Pile and connection re''�, q � per. Pile and connection requirements per / <br /> contractor contractor <br /> NOTES: <br /> 1. Both uniform and point loads analyzed in the following calculations.Uniform loads are <br /> assumed to be standard due to load distribution from bearing walls,however,the additional <br /> point load is conservatively considered here for any major beam supports from above. <br /> 2. Maximum loading on the grade beam was determined by inspection of the building <br /> geometry and through conservative assumptions regarding span lengths and support <br /> wall/foundation. All concrete walls assumed full tributary span of floor and roof members. <br /> Conclusion: <br /> Based on the loading and geometry of the structure we conclude that the foundation <br /> may be stabilized through the use of piles and connections per R&R. These are to be <br /> attached to the interior post cap/footing. <br /> L120 ENGINEERING&DESIGN <br />