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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 054000 Cold-Formed Metal Framing-7 <br /> <br /> <br />2. Fasten cold-formed metal framing members by welding, screw fastening, clinch <br />fastening, or riveting. Wire tying of framing members is not permitted. <br /> <br />a. Comply with AWS D1.3 requirements and procedures for welding, <br />appearance and quality of welds, and methods used in correcting <br />welding work. <br />b. Locate mechanical fasteners and install according to Shop <br />Drawings, and complying with requirements for spacing, edge <br />distances, and screw penetration. <br /> <br />E. Install framing members in one-piece lengths unless splice connections are indicated for <br />track or tension members. <br /> <br />F. Install temporary bracing and supports to secure framing and support loads comparable in <br />intensity to those for which structure was designed. Maintain braces and supports in place, <br />undisturbed, until entire integrated supporting structure has been completed and <br />permanent connections to framing are secured. <br /> <br />G. Do not bridge building expansion and control joints with cold-formed metal framing. <br />Independently frame both sides of joints. <br /> <br />H. Install insulation, specified in Division 07 Section "Thermal Insulation," in built- up exterior <br />framing members, such as headers, sills, boxed joists, and multiple studs at openings, that <br />are inaccessible on completion of framing work. <br /> <br />I. Fasten hole reinforcing plate over web penetrations that exceed size of manufacturer's <br />standard punched openings. <br /> <br />J. Erection Tolerances: Install cold-formed metal framing level, plumb, and true to line to a <br />maximum allowable tolerance variation of 1/8 inch in 10 feet and as follows: <br /> <br />1. Space individual framing members no more than plus or minus 1/8 inch from plan <br />location. Cumulative error shall not exceed minimum fastening requirements of <br />sheathing or other finishing materials. <br /> <br />3.4 FIELD QUALITY CONTROL <br /> <br />A. Testing: Owner will engage a qualified independent testing and inspecting agency to <br />perform field tests and inspections and prepare test reports. <br /> <br />B. Field and shop welds will be subject to testing and inspecting. <br /> <br />C. Testing agency will report test results promptly and in writing to Contractor and Architect. <br /> <br />D. Remove and replace work where test results indicate that it does not comply with specified <br />requirements. <br /> <br />E. Additional testing and inspecting, at Contractor's expense, will be performed to determine <br />compliance of replaced or additional work with specified requirements. <br /> <br />3.5 REPAIRS AND PROTECTION <br />