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Orange County Architectural Renovations Smith Sinnett / 2023036 <br />Hillsborough, NC Orange County Asset Management Services <br />ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS08 41 13 - 1 <br />SECTION 08 41 13 - ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS <br />PART 1 - GENERAL <br />1.1 RELATED DOCUMENTS <br />A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 <br />Specification Sections, apply to this Section. <br />1.2 SUMMARY <br />A. Section Includes: <br />1.Exterior manual-swing entrance doors and door-frame units. <br />2. Exterior windows (fixed glass) <br />B. Related Sections: <br />1. Division 08 Section "Louvers and Vents" for units installed with aluminum-framed systems. <br />2. Division 08 Section Glazing for glazing with frames. <br />3. Division 08 Section "Aluminum Sliding Service Window <br />1.3 DEFINITIONS <br />A. ADA/ABA Accessibility Guidelines: U.S. Architectural & Transportation Barriers Compliance Board’s "Americans with <br />Disability Act (ADA) and Architectural Barriers Act (ABA) Accessibility Guidelines for Buildings and Facilities." <br />1.4 PERFORMANCE REQUIREMENTS <br />A. General Performance: Aluminum-framed systems shall withstand the effects of the following performance requirements <br />without exceeding performance criteria or failure due to defective manufacture, fabrication, installation, or other defects in <br />construction: <br />1. Movements of supporting structure indicated on Drawings including, but not limited to, story drift and deflection <br />from uniformly distributed and concentrated live loads. <br />2. Dimensional tolerances of building frame and other adjacent construction. <br />3. Failure includes the following: <br />a. Deflection exceeding specified limits. <br />b. Thermal stresses transferring to building structure. <br />c. Framing members transferring stresses, including those caused by thermal and structural movements to <br />glazing. <br />d. Noise or vibration created by wind and by thermal and structural movements. <br />e. Loosening or weakening of fasteners, attachments, and other components. <br />f. Sealant failure. <br />B. Structural Loads: <br />1. Wind Loads: Provide aluminum entrance and storefront assemblies for wind loading of 120 mph (ASCE 7-98) <br />a. Ultimate Wind Speed: 120 mph. <br />2. Other structural data: See sheet G0-01, Structural Design <br />C. Deflection of Framing Members: <br />Docusign Envelope ID: 52FACC74-DA96-491B-B0B8-04AC3961737D