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40 <br />0 <br />F <br />3.02 RENDING <br />{ <br />A. General <br />1. Fabricate all reinforcement in strict accordance <br />r with the approved Shop Drawings and ASTM A-615. <br />2. Do not use bars with kinks or bends not shown on <br />the Drawings or on the approved Shop Drawings. <br />i 3. Do not bend or straighten steel in a manner that <br />will injure the material. <br />3.03 PLACING <br />A. General: <br />1. Before the start of concrete placement, <br />accurately place all concrete reinforcement, <br />positively securing and supporting by means of <br />approved metal chairs, spacers, and metal <br />hangers. <br />a. Clearance <br />1. Preserve clear space between bars of not less <br />than one and one-half (1-1/2) times the nominal <br />diameter of round bars. <br />2. Provide minimum concrete covering of <br />reinforcement as .shown or noted on the Drawings, <br />3.04 CLEANING REINFORCEMENT <br />A. Steel reinforcement, at the time concrete is placed <br />around it, shall be free from rust scale loose mill <br />scale; nil paint, and all othor coatings which will <br />destroy or reduce the bond between steel and <br />concrete. <br />PART 4 - ITEM OF PAYMENT <br />No separate Payment shall be made for work specified <br />in this Section; Payment for work specified in this <br />Section shall be included in Payment made for other <br />sections. <br />***END OF SECTION*** <br />03200-3 <br />