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SECTION 13125 - HANGARS <br /> <br />PART 1 - GENERAL <br /> <br />1.1 RELATED DOCUMENTS <br /> <br /> A. Drawings and general provisions of the Contract, including General and Supplementary Condi- <br /> tioas and Division 1 Specification Sections, apply to this Section. <br /> <br />1.2 SUMMARY <br /> <br /> A. This Section includes the following: 1. T-Hangar. <br /> 2. Hangar. <br /> 3. Building components, as follows: <br /> a. Personnel doors, frames, and hardware. <br /> b. Sliding hangar doors. <br /> 4. Accessories and trim. <br /> <br />1.3 DEFINITIONS <br /> A. Width shall be as measured from center line to center line of endwall columns. <br /> B. Length shall be as measured from center line to center line of endwall. <br /> <br /> C. Et 7e height shall be as measures from the top of the cave purlin or door truss to the bottom of <br /> th ~ colamn base plate. <br /> <br /> D. Sliding hangar door size shall be the clear opening. <br />1.4 SYSTEM PERFORMANCE REQUIREMENTS <br /> <br /> A. General: Provide a complete, integrated set of metal hangar building system manufacturer's <br /> standard mutually dependent components and assemblies that form a metal building system ca- <br /> pable of withstanding structural and other loads, thermally induced movement, and exposure to <br /> weather without failure or infiltration of water into building interior. Include primary and sec- <br /> ondary framing, roof and wall panels, and accessories complying with requirements indicated, <br /> including those in this Article. <br /> <br /> B. Seismic Performance: Design and engineer metal building systems capable of withstanding the <br /> ef;:cts of earthquake motions determined according to the building code in effect for this Pro- <br /> ject or ASCE 7, "Minimum Design Loads for Buildings and Other Structures": Section 9, <br /> "~arthquake Loads," whichever is more stringent. <br /> <br /> C. Tl',ermal Movements: Provide metal building roof and wall panel systems that allow for ther- <br /> mal movements resulting from the following maximum change (range) in ambient and surface <br /> temperatures by preventing buckling, opening of joints, overstressing of components, failure of <br /> joint sealants, failure of connections, and other detrimental effects. Base engineering calcula- <br /> tion on surface temperatures of materials due to both solar heat gain and nighttime-sky heat <br /> loss. <br /> <br />City of Parii, Texas 13125 - 1 T-Hangar Building <br /> <br /> <br />