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40 <br />0 <br />PART 2 -- PRODUCTS <br />2.01 CONCRETE REINFORCEMENT <br />A. All concrete reinforcement materials shall be new, <br />free from rust, and complying with the following <br />reference standards unless otherwise specified on <br />the drawings. <br />1. Bars for reinforcement: "Specifications for De- <br />formed Billet -Steel Bars for concrete Reinforce- <br />ment:, ASTM A-615, latest editions, Grade 60, <br />except that bars No. 4 and smaller may be Grade <br />40, <br />2. Wire for reinforcement: "Specifications for <br />Cold -Drawn Steel Wire for Concrete <br />Reinforcement", ASTM A-82. <br />3. Wire fabric: "Specifications for Wire Fabric <br />for Concrete Reinforcement", ASTM A-185, latest <br />edition. <br />2.02 OTHER MATERIALS <br />A. All other materials, not specifically described but <br />required for a complete and proper installation of <br />concrete reinforcement, shall be as selected by the <br />Contractor subject to the approval of the Architect. <br />PART 3 - EXECUTION <br />3.01 SURFACE CONDITIONS <br />A. !nspection <br />1. Prior to installation of the Work of this <br />Section, carefully inspect the installed work of <br />all other trades and verify that all such work <br />is complete to the point where this installation <br />may properly commence. <br />2. Verify that concrete reinforcement may be in- <br />stalled in strict accordance with all pertinent <br />codes and regulations, the approved Shop Draw- <br />ings, and the original design. <br />B. Disrreoanr.ieR <br />1. In the event of discrepancy, immediately notify <br />the Architect. <br />2. Do not proceed with installation in areas of <br />discrepancy until all such discrepancies have <br />been fully resolved. - <br />03200-2 <br />