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G. ASTM A775 - Specification for Epoxy-Coated Reinforcing Steel Bars. <br /> H. AWS D1.4- Structural Welding Code Reinforcing Steel. <br /> I. CRSI-Manual of Standard Practice. <br /> J. CRSI-Placing Reinforcing Bars, 5th Edition. <br /> K. U.B.C. Standard No. 26-4 Deformed Reinforcing Bars. <br /> L. U.B.C. Standard No.26-6 Wire Fabric for Concrete Reinforcing. <br /> 1.3 SHOP DRAWINGS <br /> A. Shop Drawings: Submit in accordance with Section 01300. <br /> B. List and mark bars showing quantities,sizes,lengths,locations,bending details and <br /> ASTM designations. <br /> C. Show locations,type and quantities of bolsters, spacers,chairs,support bars and other <br /> accessories. <br /> D. Show concrete cover dimension from face of form to reinforcing bars. <br /> 1.4 QUALITY ASSURANCE <br /> A. Perform concrete reinforcing work in accordance with Concrete Reinforcing Steel <br /> Institute's recommended practices. <br /> B. Materials shall be new,free of rust,loose scale or other coating that would reduce or <br /> destroy bond. <br /> C. Deliver reinforcement bundled,tagged and marked. Use metal tags indicating bar size, <br /> lengths,and other information corresponding to markings shown on placement diagrams. <br /> D. Store reinforcement to prevent damage and accumulation of dirt or excessive rust. <br /> E. Allow Architect to observe reinforcing steel in place prior to pouring of concrete for each <br /> section. <br /> F. Do not pour concrete until permission to proceed with placement of concrete has been <br /> granted by Architect. <br /> G. Notify Architect sufficiently in advance of scheduled time for pouring of concrete to <br /> allow observation to be made and corrections or adjustments completed,where required. <br /> ADDENDUM#1 <br /> 1607.001 -ORONO ICE ARENA(CP-2) Page 03200-2 <br />