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• <br /> Company : KPFF November 22, 2019 <br /> Designer : JNC <br /> Job Number : 115067 Seaway Transit Center Full Shelter Checked By: <br /> Sketch <br /> A x <br /> 1.167 ft <br /> ,A ° _ B <br /> W <br /> r j 26 in <br /> � 1 <br /> el <br /> V Cl <br /> D C <br /> D C <br /> 6 ft <br /> Details <br /> A I x B ,� <br /> i A I <br /> N <br /> 1 in g . <br /> D C <br /> Footing Elevation <br /> 43 <br /> < lei <br /> z `" <br /> �-- tits. . :it s Q (Z.;n ✓ at <br /> #5@13 in <br /> D ? iC <br /> 6 ft <br /> Controlling x direction steel requires the following placement: <br /> Region 1 (starts at A): 3 in Steel: .31 in2(21 #5 @NA) <br /> Region 2 (middle): 48 in Steel: 1.53 in (5#5 @12 in) <br /> Region 3 (ends at B): 21 in Steel: .31 in2(1 #5 @NA) <br /> Bottom Rebar Plan <br /> Geometry, Materials and Criteria <br /> Length .6 ft eX :0 in Gross Allow. Bearing 3000 psf(gross) Steel fy :60 ksi <br /> Width :4 ft eZ :9 in Concrete Weight :150 pcf Minimum Steel :.0018 <br /> Thickness :12 in pX :14 in Concrete fc :4 ksi Maximum Steel :.0075 <br /> Height :0 in pZ :26 in Design Code :ACI 318-05 <br /> Footing Top Bar Cover :3.5 in Overturning/Sliding SF :1 Phi for Flexure :0.9 <br /> Footing Bottom Bar Cover :3.5 in Coefficient of Friction :0.5 Phi for Shear :0.75 <br /> Pedestal Longitudinal Bar Cover :1.5 in Passive Resistance of Soil :0 k Phi for Bearing :0.65 <br /> • <br /> RISAFoot Version 4.00 [G:\...\...1...\...1-..1._Tull Shelter.rft] Page 1 <br />