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SHSC HVAC and Roof Replacement Smith Sinnett / 2020072 <br />Orange County, North Carolina <br /> <br />COLD-FORMED METAL FRAMING 05 40 00 - 5 <br />C. Stud Spacing: 12” O.C. Unless otherwise indicated on the drawings. <br />D. Set studs plumb, except as needed for diagonal bracing or required for non-plumb walls or warped <br />surfaces and similar requirements. <br />E. Isolate steel framing from building structure at locations indicated to prevent transfer of vertical loads <br />while providing lateral support. <br />F. Connect studs with vertical slide clips to continuous angles or supplementary framing anchored to <br />building structure. <br />G. Install miscellaneous framing and connections, including stud kickers, web stiffeners, clip angles, <br />continuous angles, anchors, fasteners, and stud girts, to provide a complete and stable framing system. <br />3.4 REPAIRS AND PROTECTION <br />A. Galvanizing Repairs: Prepare and repair damaged galvanized coatings on fabricated and installed cold- <br />formed metal framing with galvanizing repair paint according to ASTM A 780 and the manufacturer's <br />instructions. <br />B. Protect gypsum sheathing that will be exposed to weather: <br />C. Protect cutouts, corners, and joints in the sheathing by filling with a flexible sealant and by applying tape <br />recommended by sheathing manufacturer at the time sheathing is applied. <br />D. Provide final protection and maintain conditions in a manner acceptable to manufacturer and Installer to <br />ensure that cold-formed metal framing is without damage or deterioration at the time of Final <br />Acceptance. <br />E. Damp substrates must not be inhibited from drying out. Do not expose the backside of the substrate to <br />moisture or rain. <br />END OF SECTION 05 40 00 <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />DocuSign Envelope ID: 94E7997D-4F29-42F6-A9B4-0A160438D2A6