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NORTHWEST PILE CALCULATION Date: 12/22/2023 <br /> ENGINEERING GROUP Designer:Sean Morrison,E.I.T. <br /> P.O. Box 10393 Project: Andrew Janzen <br /> Eugene,OR,97440 3624 Upland Ave <br /> Everett,WA <br /> Piles 01-05 <br /> Design Loads: <br /> 0. A' W t <br /> Dead: ,4Qv e' W sy� 6 .:3 <br /> Roof= 15 psf ,w tr• l <br /> Second Floor= 25 psf i4 e Al. <br /> First Floor= 25 psf <br /> Garage/Basement= 50 psf <br /> Walls= 12 psf 4,,'"•' •, r <br /> Soil= 120 pcf '7r 1,,h, v. �<�`* '' <br /> ox <br /> Live: <br /> *Roof snow= 25 psf EXPIRES 6/9 r2 s- <br /> *Roof live= 20 psf <br /> Second Floor= 40 psf <br /> First Floor= 40 psf <br /> Garage/Basement= 40 psf • �' <br /> Foundation dimensions: bw ` r>'%, <br /> h= 30 in L /� hyy\ <br /> bw= 14 in ;�;, <br /> b= 14 in <br /> >/\ <br /> it✓= i <br /> hf= 30 in <br /> b <br /> Vertical Design Loads: <br /> Tributary Widths: <br /> Roof= 0 ft » 0 plf <br /> Second Floor= 0 ft D 0 plf <br /> First Floor= 0 ft D 0 plf <br /> Garage/Basement= 4 ft » 200 plf <br /> Walls= 0 ft D 0 plf <br /> Soil= 0 ft2 D 0 plf <br /> Foundation self-weight= » 437.5 plf <br /> 1 DL 637.5 plf <br /> Live: <br /> Roof= 0 ft D 0 plf <br /> Second Floor= 0 ft » 0 plf <br /> First Floor= 0 ft D 0 plf <br /> Garage/Basement= 4 ft » 160 plf <br /> I LL 160 plf <br /> (without roof LL) E LL 160 plf <br />