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A. Fabrication procedure to conform to PCI MNL -116. <br />B. Maintain plant records and quality control program during production of precast <br />members. Make records available upon request. <br />C. Ensure reinforcing steel, anchors, inserts, plates, angles, and other cast -in items are <br />embedded and located as indicated on shop drawings. <br />D. Tension reinforcement tendons as required to achieve design load criteria. <br />E Provide required openings with a dimension larger than 8 inches and embed <br />accessories provided by other Sections, at indicated locations. <br />F. Exposed Ends at Stressing Tendons: Fill mess with epoxy grout, trowel flush. <br />2.05 FINISHES <br />A. Ensure exposed -to -view finish surfaces of precast concrete members are uniform in color <br />and appearance. <br />B. Cure members under identical conditions to develop required concrete quality and <br />minimize appearance blemishes such as non-uniformity, staining, or surface <br />cracking. <br />Co Architectural Finish (Finish C): Surface holes or bubbles over 1/4 inch (6 nun) <br />filled with matching cementitious paste, fins or protrusions removed and surface <br />ground smooth. <br />PART 3 - EXECUTION <br />3.01 EXAMINATION <br />A. Verify that site conditions are ready to receive work and field measurements are as shown <br />on Drawings. <br />3.02 PREPARATION <br />A. Prepare support equipment for the erection procedure, temporary bracing, and induced <br />loads during erection. <br />3.03 ERECTION <br />A, Erwt members without damage to structural capacity, shape, or finish. Replace or reparr <br />damaged members. <br />B. Align and maintain uniform horizontal and vertical joints as erection progresses. <br />C. Maintain temporary bracing in place until final support is provided. Protect members from <br />staining. <br />044572017 <br />034104 <br />