Specifications include, but are not limited to: a. Clear concrete cover over the reinforcing steel: 1. Top Slab-Top Reinforcement 2 1/2" (+3/8", -0") 2. Top Slab-Bottom Reinforcement 2" (+3/8", -0") 3. Bottom Slab-Top Reinforcement 2” (+3/8”, -0”) 4. All other reinforcement 1 1/2" (+3/8", -0") b. See Attachments A and A1 for design requirements. No other designs will be allowed. c. Distribution reinforcement As5 and As6 shall be provided in top slab, bottom slab and both walls. Spacing center to center of all reinforcement shall not be more than 8". d. The requirement for joint shear transfer capability to be waived. e. 2 1/2" diameter holes in top slab shall be provided for lifting sections. Details and locations of lift holes shall be shown on shop drawings.