Specifications include, but are not limited to: I. CONCRETE 1 Concreting operations shall comply with ACI standards. 2 Minimum concrete compressive strength of 3,000 PSI at 28 days. 3 Normal wt. type of concrete. 4 Maximum water/cementitious materials ratio of 0.57 5 Slump of 3” to 5” 6 Concrete use: footings 7 Reinforcing bars: ASTM A615 Grade 60 II. STRUCTURAL STEEL 14 Fabricate and erect all structural steel in accordance with AISC "Code of Standard Practice for steel buildings and bridges". 15 W shapes shall conform to the following minimum requirements unless noted otherwise: ASTM A992 16 Plates, angles, and channels shall conform to the following minimum requirements unless noted otherwise: ASTM A36 17 Welded connections shall conform to the following minimum requirements unless noted otherwise: E70XX electrodes, minimum size fillet weld 3/16" ; 22 Grout under bearing plates shall be non-shrink, non-metallic type. Grout shall have a specified design compressive strength two times that of the supporting concrete. 23 Structural steel members shall not be cut, spliced, or modified in the field unless noted on the structural drawings or approved by the structural engineer