*IC-SD-846532-01-00 ( Roof Framing Plan ) 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. * The Rebar of Roof Framing Plan is mentioning for example 14á´“12@200 .... ether use 14á´“12 or á´“12@200 it's same. IC-SD-846532-02-00 ( Plan ) what is the distance between the GB-01 and the face of the col or what is the distance between the GB-01 Center line and the axis? 