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FL 20484.1-R1 <br /> C2175-1 <br /> 8.23.2017 <br /> Page 2 of 3 <br /> Manufacturer: Union Corrugating Company <br /> Product Name: 5V Panel <br /> Panel Description: 24" wide coverage with(5) 1/2" high ribs <br /> Materials: Minimum 26 ga., 80 ksi steel. Galvanized coated steel (ASTM A653) <br /> or Galvalume coated steel (ASTM A792) or painted steel (ASTM <br /> A755). <br /> Deck Description: Min. 15/32" thick APA rated plywood or min. V thick wood plank <br /> (min SG of 0.42) for new and existing constructions. Designed by <br /> others and installed as per FBC 2017. <br /> New Underlayment: Minimum underlayment as per FBC 2017 Section 1507.4.5.1. <br /> Required for new construction. <br /> Existing Underlayment: One layer of asphalt shingles over one layer of#30 felt. For reroofing <br /> (Optional) construction only. <br /> Slope: 1/2:12 or greater in accordance with FBC 2017 Section 1507.4.2 <br /> "%CVItVV i.AI-E , <br /> Design Uplift Pressure: 71.0 psf @ fastener spacing of 24" o.c. CITY OF ZEPj YRRILL <br /> (Factor of Safety=2) 169.0 psf @ fastener spacing of 6" o.c. PLANS EXAMINER <br /> Panel Attachment: #10-15 x 2" long wood screw with washer <br /> At interior @ max 12" o.c. across panel width through panel rib <br /> At panel ends @ max 6" o.c. across panel width through panel flat and rib <br /> Test Standards: Roof assembly tested in accordance with UL580-06 `Uplift Resistance <br /> of Roof Assemblies' & UL1897-04 `Uplift Tests for Roof Covering <br /> Systems'. <br /> Test Equivalency: The test procedures in UL 1897-04 comply with test procedures <br /> prescribed in UL 1897-12. <br /> Code Compliance: The product described herein has demonstrated compliance with FBC <br /> 2017 Section 1507.4. <br /> Product Limitations: Design wind loads shall be determined for each project in accordance <br /> with FBC 2017 Section 1609 or ASCE 7-10 using allowable stress <br /> design. The maximum fastener spacing listed herein shall not be <br /> exceeded. The design pressure for reduced fastener spacing may be <br /> computed using rational analysis prepared by a Florida Professional <br /> Engineer or based on Union load span table. This evaluation report is <br />