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SITE STRUCTURES Project Everett Office Building sheet 6 <br /> 10511 19th Ave SE, Suite C date 2/7/08 <br /> Everett, WA, (425)-357-9600 prj. no. S-07-188 <br /> Design Data : Wall Foundation Design <br /> Allowable Bearing Pressure 4000 psf Per. wall Cell Width 24 ft <br /> Rebar strength fy= 60 ksi Int. wall Cell Width left na ft <br /> Concrete strength = 3000 psi Int. wall Cell Width right na ft <br /> Soil Desity 125 pcf Plank weight 90 psf <br /> Soil Cover over the lid 1.75 ft Wall Height 7.75 ft <br /> Wall Thickness 8 inches <br /> Perimeter Wall Footing Design <br /> L.F Wu <br /> Design live load 1819 plf 1.6 2910.4 plf <br /> Soil Cover dead load 2798 plf 1.2 3357.813 plf <br /> Plank dead load 1151.25 plf 1.2 1381.5 plf <br /> Wall dead load 775 plf 1.2 930 plf <br /> total dead load 4724 plf 5669.313 plf <br /> Total live + dead Load 6543 plf 8579.713 plf <br /> Required Ftg Width 1.64 ft <br /> Selected Ftg Width 2 ft Selected Ftg Thickness 12 in <br /> Qu = 4290 psf Mu = 953 ft-lbs at face of wall <br /> Vu = 2860 plf at face of wall <br /> As regd = 0.026 sq-in/ft phi Vn= 9498 plf at face of wall <br /> Asmin = 0.3465 sq-in/ft <br /> 1.33 x As regd = 0.034 sq-in/ft <br /> -rior Wall Footing Design <br /> L.F Wu <br /> Design live • na plf 1.6 #VALUE! plf <br /> Soil Cover dead load #VALUE! plf 1.2 #VALUE! plf <br /> Plank dead load : •LUE! plf 1.2 #VALUE! • <br /> Wall dead load 75 plf 1.2 ' -I plf <br /> total dead load #VALUE! p ALUE! plf <br /> Total live + dead Load #VALUE! plf #VALUE! plf <br /> Required Ftg Width #VALUE! ft <br /> Selected Ftg Width na ft Selected Ftg Thicknes na in <br /> Qu = . psf Mu = #VALUE! ft-lbs at face of wall <br /> Vu = #VALUE! plf at face of wall <br /> As regd = l/llllllllll sq-in/ft phi Vn= #VALUE! plf at face of wall <br /> Asmi ###ll ## sq-in/ft <br /> . x As regd = I/llllll/Ill sq-in/ft <br />