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SECTION 03200 <br /> CONCRETE REINFORCEMENT <br /> PART 1: GENERAL <br /> 1.01 APPLICABLE DOCUMENTS <br /> A. Bidding Requirements, Conditions of the Contract and pertinent portions of Sections in Division One of these <br /> Specifications apply to the Work of this Section. <br /> 1.02 SUMMARY <br /> A. Section includes: All steel reinforcement for cast-in-place concrete. <br /> B. Related work specified in other sections: <br /> 1. Concrete Formwork-Section 03100. <br /> 2. Cast-In-Place Concrete-Section 03300. <br /> 3. Masonry Reinforcement-Section 04150. <br /> 1.03 REFERENCE STANDARDS <br /> A. The following specifications and standards are incorporated by reference. Materials and operations shall comply <br /> with requirements of latest issue of published reference. Where provisions of these Project Specifications are at <br /> variance with those reference specifications,the maximum criteria or requirements shall govern. <br /> 1. Concrete Reinforcing Steel Institute CRSI MSP-1-85,"Manual of Standard Practice". <br /> 2. American Concrete Institute ACI 315-80(Rev. 1986),"Details and Detailing of Concrete Reinforcement". <br /> 3. American Concrete Institute ACI 318-89,'Building Code Requirements for Reinforced Concrete". <br /> 4. American Concrete Institute ACI 301-89,"Specifications for Structural Concrete for Buildings". <br /> 5. ASTM A185-90a,"Steel Welded Wire Fabric,Plain,for Concrete Reinforcement". <br /> 6. American Welding Society(AWS)DIA-79"Structural Welding Code-Reinforcing Steel". <br /> 7. ASTM A615-92b,"Deformed and Plain Billet-Steel Bars for Concrete Reinforcement". <br /> 8. ASTM A706-92b,"Low-Alloy Steel Deforme ,Bars for Concrete Reinforcement". <br /> 1.04 QUALITY ASSURANCE <br /> A. Work shall comply with the referenced standards and codes. <br /> 1.05 SUBMITTALS <br /> A. Submit fabrication and placement drawings in accordance with Section 01300. <br /> B. Indicate reinforcing size,length,bending details,spacing and method of supporting reinforcing. <br /> 03200-1 No. 99132-CP2 <br />