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<br />Copyright 2005 AIA <br /> <br />MASTERSPEC Short Form <br /> <br />02/05 (R 05/06) <br /> <br />1.5 DELIVERY, STORAGE, AND HANDLING <br /> <br />A. Support units during shipment on nonstaining shock-absorbing material in same position as <br />during storage. <br /> <br />B. Store units with adequate bracing and protect units to prevent contact with soil, to prevent <br />staining, and to prevent cracking, distortion, warping or other physical damage. <br /> <br />C. Lift and support units only at designated points shown on Shop Drawings. <br /> <br />1.6 COORDINATION <br /> <br />A. Furnish loose connection hardware and anchorage items to be embedded in or attached to other <br />construction before starting that Work. Provide locations, setting diagrams, templates, <br />instructions, and directions, as required, for installation. <br /> <br />PART 2 - PRODUCTS <br /> <br />2.1 REINFORCING MATERIALS <br /> <br />A. Recycled Content of Steel Products: Provide products with an average recycled content of steel <br />products so postconsumer recycled content plus one-half of preconsumer recycled content is not <br />less than [60] <Insert numher> percent. <br /> <br />B. Reinforcing Bars: ASTM A 615/A 615M, Grade 60 (Grade 420), deformed. <br /> <br />C. Low-Alloy-Steel Reinforcing Bars: ASTM A 706/A 706M, deformed. <br /> <br />D. Steel Bar Mats: ASTM A 184/A 184M, fabricated from [ASTM A 615/A 615M, Grade 60 <br />(Grade 420)] [ASTM A 706/A 706M], deformed bars, assembled with clips. <br /> <br />E. Plain-Steel Welded Wire Reinforcement: ASTM A 185, fabricated from as-drawn steel wire <br />into flat sheets. <br /> <br />F. Deformed-Steel Welded Wire Reinforcement: ASTM A 497/ A 497M, flat sheet. <br /> <br />G. Supports: Suspend reinforcement from back of mold or use bolsters, chairs, spacers, and other <br />devices for spacing, supporting, and fastening reinforcing bars and welded wire reinforcement <br />in place according to PCI MNL 116. <br /> <br />2.2 PRESTRESSING TENDONS <br /> <br />A. Strand: ASTM A 416/A 416M, Grade 270 (Grade 18(0), uncoated, 7-wire, low-relaxation <br />strand. <br /> <br />1. Coat unbonded post-tensioning strand with post-tensioning coating complying with <br />ACI 423.6 and sheath with polypropylene tendon sheathing complying with ACI423.6. <br />Include anchorage devices and coupler assemblies. <br /> <br />PLANT -PRECAST STRUCTURAL CONCRETE <br /> <br />03410 - 3 <br />