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• KOSNIK ENGINEERING F( :ct �_ /�7�� � sheet 8� <br /> 16300 MILL CREEK BLVD date !/-z-; -.04 <br /> Suite G2-(425)-743-7004 prj, no. Zjq.�� � <br /> Design Data : Wall Foundation Design <br /> Allowable Bearing Pressure 3000 psf Per.wall Cell Width 20 ft� <br /> Rebar strength fy= 60 ksi Int. wall Cell Width left na ft <br /> Concrete strength = 3000 psi Int.wali Cell Width right na ft <br /> Soil Desiiry 125 pcf Plank weiglit 90 psf <br /> Soil Cover over the lid 2 ft Wall Height 10 ft <br /> Wall Thickness 10 inches <br /> PerimeterWall Footinp Design <br /> L.F Wu <br /> Design live ioad 1500 pif 1.7 2550 pif <br /> Soil Cover dead load 27G6 plf 1.4 3791.667 plf <br /> Plank dead load 975 plf 1.4 1365 plf <br /> Wall dead load 1250 plf 1.4 1750 plf <br /> total dead load 4933 plf 6906.667 pif <br /> Total live + dead Load 6433 pif 9456.667 plf <br /> Required Ftg Width 2.14 ft <br /> Selected Ftg Width 2.33 ft � Selected Ftg Thickness 12 in <br /> Qu = 4059 psf Mu = 1136 ft-Ibs at face of wall <br /> Vu= 3037 plf at face of wall <br /> As regd = 0.031 sq-inlft phi Vn= 9498 pif at face of wall <br /> Asmin = 0.3465 sq-inlft <br /> 1.33 x As regd = 0.041 sq-in/ft — ���'��'I'G # t'�, G I�I'/L �.II �-o F„f.� n���l� <br /> .l � � �, � <br /> Interior Wall Footing Design <br /> � L.F Wu <br /> Deslgn live,loa\ na pl' 17 #VALUE! plf <br /> Soil Cover dead load #VALUE! plf 1.4 #VALUEI plf <br /> Plank dead load \#VALUE! pif 1.4 #VALUE! pif � <br /> Wail dead ioad � 1250 plf 1.4 1750 plf �� <br /> total dead load #VAZi ! plf #VALUE! pif (� \���I <br /> d� <br /> Total live + dead Load #VALUE! plf #VALUE! pif � ��V <br /> Required Ftg Width #VALUE! ft � <br /> Selected Ftg Width na ft Selected Ftg T ickness na in <br /> Qu = ##### psf Mu= #VALUE! ft-Ibs at face,of wall <br /> Vu= #VALUE! plf at face of wa� <br /> As regd = #�/### sq-in/ft phi Vn= #VALUE! plf at face of wall�� <br /> Asmin = #�fi## sq-inlft � <br /> 1.33 x As regd = ##### sq-in/ft (� <br /> ( <br />