Drawing IC-SD-846864-101-OF1 the section B-B of Footing 2 shows C2 while the Foundations plan shows C1 on F2. The rebar details of detail - 1 (Footing F1) shows 8 bars in each direction while the correct number is 9 bars in each direction. The rebar details of detail - 2 (Footing F2) shows 11 bars in each direction while the correct number is 14 bars in each direction. The total numbers of bars at the rebar schedules are not correct such as total rebar of F1 is 108 instead of 64 …etc.please review all rebar schedules again. The exterior corner of two way slab need additional reinforcement as per ACI 318-08 code section 13.3.6 to resist the bending moment at the corner.