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THE CITY OF SUNNY ISLES BEACH <br />PROJECT NO. 21-1011 <br />BUILDING DEPARTMENT RELOCATION TO ANNEX <br /> <br />Project No. 21-1011 November 2024 051200 Structural Steel Framing-13 <br /> <br /> <br />3. [Snug-tighten] [Pretension] anchor rods after supported members have been <br />positioned and plumbed. Do not remove wedges or shims but, if protruding, cut <br />off flush with edge of plate before packing with grout. <br /> <br />4. Promptly pack grout solidly between bearing surfaces and plates so no voids <br />remain. Neatly finish exposed surfaces; protect grout and allow to cure. [ Comply <br />with manufacturer's written installation instructions for shrinkage-resistant <br />grouts.] <br />C. Maintain erection tolerances of structural steel within AISC 303, "Code of Standard Practice <br />for Steel Buildings and Bridges." <br /> <br />D. Align and adjust various members that form part of complete frame or structure before <br />permanently fastening. Before assembly, clean bearing surfaces and other surfaces that <br />are in permanent contact with members. Perform necessary adjustments to compensate <br />for discrepancies in elevations and alignment. <br /> <br />1. Level and plumb individual members of structure. <br /> <br />2. Make allowances for difference between temperature at time of erection and mean <br />temperature when structure is completed and in service. <br /> <br />E. Splice members only where indicated. <br /> <br />F. Do not use thermal cutting during erection [ unless approved by Architect. Finish thermally <br />cut sections within smoothness limits in AWS D1.1/D1.1M]. <br /> <br />G. Do not enlarge unfair holes in members by burning or using drift pins. Ream holes that <br />must be enlarged to admit bolts. <br /> <br />H. Shear Connectors: Prepare steel surfaces as recommended by manufacturer of shear <br />connectors. Use automatic end welding of headed-stud shear connectors according to <br />AWS D1.1/D1.1M and manufacturer's written instructions. <br /> <br />3.4 FIELD CONNECTIONS <br /> <br />A. High-Strength Bolts: Install high-strength bolts according to RCSC's "Specification for <br />Structural Joints Using ASTM A 325 or A 490 Bolts" for type of bolt and type of joint <br />specified. <br /> <br />1. Joint Type: [Snug tightened] [Pretensioned] [Slip critical]. <br /> <br />B. Weld Connections: Comply with AWS D1.1/D1.1M [ and AWS D1.8/D1.8M] for tolerances, <br />appearances, welding procedure specifications, weld quality, and methods used in <br />correcting welding work. <br /> <br />1. Comply with AISC 303 and AISC 360 for bearing, alignment, adequacy of <br />temporary connections, and removal of paint on surfaces adjacent to field welds. <br /> <br />2. Remove backing bars or runoff tabs [ where indicated], back gouge, and grind <br />steel smooth. <br />