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Footing reinforcement <br />Free cover :3.00 [in] <br />Maximum Rho/Rho balanced ratio :0.75 <br />Bottom reinforcement // to L (xx):8-#6 @ 9.00" <br />Top reinforcement // to L (xx):8-#6 @ 9.00" <br />Bottom reinforcement // to B (zz):2-#6 @ 6.00" (Zone 1) <br />Bottom reinforcement // to B (zz):4-#6 @ 13.00" (Zone 2) <br />Bottom reinforcement // to B (zz):18-#6 @ 10.00" (Zone 3) <br />Bottom reinforcement // to B (zz):4-#6 @ 13.00" (Zone 4) <br />Bottom reinforcement // to B (zz):2-#6 @ 6.00" (Zone 5) <br />Top reinforcement // to B (zz):4-#6 @ 13.00" <br />Top reinforcement // to B (zz):4-#6 @ 13.00" <br />Load conditions to be included in design <br />Service loads: <br />S1 :_S1 <br />S2 :_S2 <br />S3 :_S3 <br />S4 :_S4 <br />S5 :_S5 <br />S6 :_S6 <br />S7 :_S7 <br />S8 :_S8 <br />S9 :_S9 <br />S10 :_S10 <br />S11 :_S11 <br />S12 :_S12 <br />S13 :_S13 <br />S14 :_S14 <br />S15 :_S15 <br />S16 :_S16 <br />S17 :_S17 <br />S18 :_S18 <br />S19 :_S19 <br />S20 :_S20 <br />S21 :_S21 <br />S22 :_S22 <br />S23 :_S23 <br />S24 :_S24 <br />S25 :_S25 <br />S26 :_S26 <br />S27 :_S27 <br />S28 :_S28 <br />S29 :_S29 <br />S30 :_S30 <br />S31 :_S31 <br />S32 :_S32 <br />S33 :_S33 <br />S34 :_S34 <br />S35 :_S35 <br />S36 :_S36 <br />S37 :_S37 <br />S38 :_S38 <br />S39 :_S39 <br />S40 :_S40 <br />S41 :_S41 <br />S42 :_S42 <br />S43 :_S43 <br />S44 :_S44 <br />S45 :_S45 <br />S46 :_S46 <br />S47 :_S47 <br />S48 :_S48 <br />S49 :_S49 <br />S50 :_S50 <br />S51 :_S51 <br />S52 :_S52 <br />S53 :_S53 <br />S54 :_S54 <br />Page2 <br />15.2 2350 S Pullman St - <br />Phase I3/4/2025