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� <br /> 1.4 DESIGN REQUIREMENTS, continued <br /> C. Calculate structural properties of framing members in accordance with ACI 301 � <br /> and ACI 318. <br /> 1.5 SUBMITTALS <br /> A. Submit under provisions of Section 01300. <br /> B. Shop Drawings: Indicate plank locations, connection details, edge conditions, <br /> bearing requirements, support conditions, dimensions, openings, and relationship to <br /> adjacent materials. <br /> C. Product Data: Indicate standard component configuration, design loads, <br /> deflections, and cambers. <br /> 1.6 QUALITY ASSURANCE � <br /> A. Perform Work in accordance with the requirements of PCI M1�II.-116, PCI <br /> MNL-123, and PCI MNL-120. <br /> B. Maintain plant records and quality control progam during production of precast <br /> planks. Make records available upon request. <br /> �� <br /> 1.7 QUALIFICATIONS <br /> A. Fabricator: Company specializing in manufacturing the work of this section with 5 �� <br /> years documented experience <br /> B. Erector: Company specializing in erecting the work of this Section with 5 years � <br /> documented experience. r <br /> C. Design precast concrete members under direct supervision of a Professional ` <br /> Structural Engineer experienced in design of this work and licensed in the State of <br /> Minnesota. �� <br /> D. Welder: Qualified with AWS D1.1. <br /> PART 2 PRODUCTS 1� <br /> 2.1 MATERIALS � <br /> A. Materials: ACI318. <br /> . B. Tensioning Steel Tendons: ASTM A416 Grade 250 or 270 K <br /> C. Reinforcing Steel: ASTM A615, deformed steel bars. <br /> D. Cement Grout: Minimum compressive strength of 3,000 psi at 28 days. <br /> 2.2 ACCESSORIES � <br /> A. Connecting and Supporting Devices: ASTM A36 carbon steel <br /> B. Core Hole End Plugs: Glass fiber insulation. <br /> C. Hanger Tabs: Galvanized steel, designed to fit into grouted key joints, capable of � <br /> supporting 500 dead load, predrilled to receive hanger. <br /> Division 3 -Section 03415 ,� <br /> Page 2 of 4 � <br /> �(� <br />