2021-414-E-AMS-Riggs-Harrod Builders, Inc-SHSC Roof & HVAC Replacement

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SHSC HVAC and Roof Replacement Smith Sinnett / 2020072 Orange County, North Carolina METAL ROOF SYSTEM 07 41 00 - 2 a. Zone 1 – 60psf. b. Zone 2 – 95psf within 5’-0” of an edge. c. Zone 3 – 130psf corner within 5’-0” of edge in each direction. B. Roof Heights, Importance Factors and other applicable calculation factors are shown on the drawings. C. Air Infiltration: Air leakage through assembly of not more than 0.06 cfm/sq. ft. of roof area when tested according to ASTM E 1680 at the following test-pressure difference: 1. Test-Pressure Difference: Negative 1.57 lbf/sq. ft.. 2. Test-Pressure Difference: Positive and negative 1.57 lbf/sq. ft.. 3. Positive Preload Test-Pressure Difference: Greater than or equal to 15.0 lbf/sq. ft. and the greater of 75 percent of building live load or 50 percent of building design positive wind-pressure difference. 4. Negative Preload Test-Pressure Difference: 50 percent of design wind-uplift-pressure difference. D. Water Penetration: No water penetration when tested according to ASTM E 1646 at the following test- pressure difference: 1. Test-Pressure Difference: 2.86 lbf/sq. ft. 2. Test-Pressure Difference: 20 percent of positive design wind pressure, but not less than 6.24 lbf/sq. ft. and not more than 12.0 lbf/sq. ft. 3. Positive Preload Test-Pressure Difference: Greater than or equal to 15.0 lbf/sq. ft. and the greater of 75 percent of building live load or 50 percent of building design positive wind-pressure difference. 4. Negative Preload Test-Pressure Difference: 50 percent of design wind-uplift-pressure difference. E. Wind-Uplift Resistance: Provide metal roof panel assemblies that comply with UL 580 for wind-uplift- resistance class indicated. F. FMG Listing: Provide metal roof panels and component materials that comply with requirements in FMG 4471 as part of a panel roofing system and that are listed in FMG's "Approval Guide" for Class 1 or noncombustible construction, as applicable. Identify materials with FMG markings. G. Low sloped roof systems shall be designed and installed for wind loads in accordance with Chpt. 16 of the North Carolina Building Code – latest version and tested for resistance in accordance with ANSI/SPRI ES-1. 1.6 SUBMITTALS A. Submit the following in accordance with Conditions of Contract and Division 01 Specification Sections. B. Product data including manufacturer's product specifications, standard details, certified product test results, installation instructions, and general recommendations, as applicable to materials and finishes for each component and for total panel system. C. Samples for initial selection purposes in form of manufacturer's color charts or chips showing full range of colors, textures, and patterns available for roof and wall panels with factory-applied finishes. D. Samples for verification purposes of roof, wall and soffit panels. Provide sample panels 12 inches long by actual panel width, in the profile, style, color, and texture indicated. Include clips, battens, fasteners, closures, snow guard rod with seam clip and other panel accessories. E. Shop Drawings showing layouts of panels on walls and roofs, details of edge conditions, joints, corners, panel profiles, supports, anchorages, gutters, downspouts, trim, flashings, closures, and special details. Distinguish between factory and field assembly work. F. Mock-ups: Submit full size mock-ups of all connections, corners, constructions, jointings, panel constructions, etc, including rain drainage system, as necessary to provide the Architect and Owner with a complete understanding of the system to be installed. G. Certification: Submit certification prepared and sealed by a Professional Engineer, registered to practice in North Carolina, verifying that the roofing system and its anchorage meets or exceeds the loading and design requirements specified above and in the N.C. State Building Code, latest edition. DocuSign Envelope ID: 94E7997D-4F29-42F6-A9B4-0A160438D2A6