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B . Shop Drawings: Indicate bar sizes, spacings, locations, and quantities of reinforcing steel <br /> and wire fabric, bending and cutting schedules, and supporting and spacing devices. <br /> C. Manufacturer's Certificate: Certify that products meet or exceed specified requirements. <br /> 1 .05 QUALITY ASSURANCE <br /> A . Perform Work in accordance with ACI 318 . <br /> B . Maintain one copy of document on site . <br /> 1 .06 QUALIFICATIONS <br /> A . Welders' Certificates : Submit under provisions of Section 01300 Manufacturer's <br /> Certificates, certifying welders employed on the Work, verifying AWS qualification <br /> within the previous 12 months . <br /> 1 .07 COORDINATION <br /> A. Coordinate with placement of formwork, formed openings, and other Work. <br /> PART 2 — PRODUCTS <br /> 2.01 REINFORCEMENT <br /> A. Reinforcing Steel: ASTM A615 , 60-ksi yield grade; deformed billet steel bars, unfinished. <br /> Be Welded Steel Wire Fabric: ASTM At 85 Plain Type; in flat sheets unfinished. <br /> 2.02 ACCESSORY MATERIALS <br /> A. Chairs, Bolsters, Bar Supports, Spacers: Sized and shaped for strength and support of <br /> reinforcement during concrete placement conditions including load bearing pad on bottom <br /> to prevent vapor barrier puncture, <br /> B . Special Chairs, Bolsters, Bar Supports, Spacers Adjacent to Weather-exposed Concrete <br /> Surfaces : Plastic coated steel or stainless steel type; size and shape as required. <br /> 2.03 FABRICATION <br /> A. Fabricate concrete reinforcing in accordance with ACI 318 . <br /> Be Locate reinforcing splices not indicated on drawings, at point of minimum stress. Review <br /> location of splices with Engineer. <br /> i <br /> PART 3 — EXECUTION <br /> I <br /> 3 .01 PLACEMENT <br /> 044572017 <br /> 03200-2 j <br /> i <br />