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Footing <br /> FOUNDATION CALCULATIONS <br /> ADDRESS: 1319 Pinkerton Ave, Everett <br /> LRFD <br /> Wall Loads <br /> Span (each foot of wall length) 1 ft <br /> Tributary width 2.5 ft <br /> Self Weight 2376 plf <br /> Dead Load 0 psf <br /> Snow Load 25 psf <br /> Rain-on-snow 5 psf <br /> Live Load 0 psf <br /> Live load per ft 0 plf <br /> Dead load per ft 2376 pif <br /> Snow load per ft 75 pif <br /> �tc�t c <br /> Relevant Load Combinations Shear or force on columns �¢ 4wAs <br /> 1.4 (D) 3,326 plf GQ' �q C� <br /> 1.2 (D) + 1.6 (L) + 0.5 (S) 2,889 plf <br /> 1.2 (D) + 1.6 (S) +0.8 (W) 2,971 plf <br /> 1.2 (D) + 1.6 (W) + L+0.5 (S) 2,889 plf <br /> 1.2 (D) + 1.0 (E) + L+ 0.2 (S) 2,866 plf <br /> 0.9 (D) + 1.6 (W) 2,138 plf V4 50570 O W <br /> 0.9 (D) - 1.6 (W) 2,138 plf <br /> GIS <br /> 0.9 (D) + 1.0 (E) 2,138 plf SSIO A ti� <br /> 0.9 (D) - 1.0 (E) 2,138 plf <br /> Max of Live, Snow (DEFLECTION ONLY) 120 plf <br /> Largest Load 3,326 plf <br /> FOOTING LRFD <br /> Phi 0.5 <br /> L (per foot of wall length) 1 ft <br /> W (width of foundaiton rock+horizontal batter) 5 ft <br /> Allowable Bearing 2000 psf <br /> Foundation Bearing Factor 1 <br /> FS 1.5 <br /> Page 1 <br />