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A PROJECT NO. SHEET NO. <br /> / S221116-1XR <br /> / .°. <br /> �� 1101 Grand View Dr, Everett, WA 98203 <br /> PROJECT <br /> LONGITUDE SUBJECT Foundation Stabilization/Jacking <br /> ONE TWENTY°E-NGINFFPING&DHSIGN BY KJ DATE 81M2 <br /> 8L2 <br /> LOAD ANALYSIS:IBC 2015-2-STORY <br /> BUILDING <br /> Typical Pile Under new Grade Beams \ / <br /> per EOR(piles 1 PC-13PC): V <br /> Case 1:Point Load: L/2If L/2 I' <br /> PER BTL ENGINEERING <br /> CALCULATIONS(EOR)FOR THE <br /> GRADE BEAM DESIGNS,THE MAX <br /> PILE LOAD APPLIED AT PILES I <br /> • <br /> 1PC-13PC TO BE=18KIPS. <br /> PILES TO BE DRILLED TO 20 KIPS <br /> ALLOWABLE PER GEOTECH sr <br /> RECOMMENDATIONS. <br /> y_ <br /> I Pile and connection requirements per 1 Pile and connection requirements per / <br /> contractor contractor <br /> 1 <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[NGINEEhING&DESIGN <br />