07-E T-Hangar Contract Award - Laserfiche WebLink

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1. Temperature Change (Range): 120 deg F (67 deg C), ambient; 180 deg F (100 deg C), material surfaces. D. Water Penetration for Roof Panels: Provide roof panel assemblies with no water penetration as defined in the test method when tested according to ASTM E 1646 at a minimum differential pressure of 20 percent of inward-acting, wind-load design pressure of not less than 6.24 lbf/sq. ft. (300 Pa) and not more than 12 lbf/sq, ft. (575 Pa). E. Water Penetration for Wall Panels: Provide wall panel assemblies with no water penetration as defined in the test method when tested according to ASTM E 331 at a minimum differential pressure of 20 percent of inward-acting, wind-load design pressure of not less than 6.24 lbf/sq. ft. (300 Pa) and not more than 12 lbf/sq, ii. (575 Pa). F. Wind-Uplift Resistance: Provide roof panel assemblies that meet requirements of UL 580 for the following wind-upliit resistance: 1. Class 90. 1.5 SUBMITTALS A. Product Data: Include construction details, material descriptions, dimensions of individual components and profiles, and finishes for each type of the following metal building system components: 1. Structural-framing system. 2. Roof panels. 3. Wall panels. 4. Trim and closures. 5. Doors. B. Shop Drawings: For the following metal building system components. Include plans, eleva- tions, sections, details, and attachments to other Work. 1. For installed components indicated to comply with design loads, include structural analy- sis data signed and sealed by the qualified professional engineer responsible for their preparation. 2. Include complete design calculations for footings, foundations and floor slabs signed and sealed by a professional engineer responsible for their preparation who is legally author- ized to practice in the jurisdiction where the Project is located and who is experienced in providing structural engineering services. 3. Anchor-Bolt Plans: Include location, diameter, and projection of anchor bolts required to attach metal building to foundation. Indicate column reactions at each location. 4. Structural-Framing Drawings: Show complete fabrication of primary and secondary framing. Indicate welds and bolted connections, distinguishing between shop and field applications. Include transverse cross-sections. 5. Roof and Wall Panel Layout Drawings: Show layouts of panels on support framing, de- tails of edge conditions, joints, panel profiles, comers, custom profiles, supports, anchor- ages, trim, flashings, closures, and special details. Distinguish between factory- and field-assembled work. 6. Personnel Door Schedule: Provide schedule of doors and frames. Include details of rein- forcement and installation requirements for finish hardware. a. Provide hardware schedule. 7. Accessory Drawings: Include details of the incidental items, at a scale of not less than 1- 1/2 inches per 12 inches (1:10): City of Paris, Texas 13125 - 2 T-Hangar Building