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i.30343:,08-RZ <br /> PG 2- <br /> lJnderlayment: Comply with local building code or FBC 1507.1.1. <br /> Slope: Comply with local building code or FBC 1507.4.2. <br /> Technical Documentation: <br /> This product has been tested to UL 580 by Intertek Testing (TST-1527), report L1278.01-450-44. <br /> Compliance Statement: <br /> This product as described has demonstrated compliance with Florida Building Code 2020, 1504.3.2 (non- <br /> HVHZ) as required by FL Rule 61 G20-3, method 1 D. <br /> This product as described has been tested and demonstrated compliance with: <br /> • UL580—Test for Uplift Resistance of Roof Assemblies <br /> • UL 1897— Uplift test for roof covering systems <br /> Certification of Independence: <br /> David Eng, PE and Timberlake Cove, LLC do not have, nor will acquire a financial interest in any company <br /> manufacturing or distributing products under this evaluation. The same entities do not have, nor will <br /> acquire, a financial interest in any other entity involved in the approval process of the product. <br /> Exclusions and Limitations: <br /> Design of deck and roof structure (to include attachment of plywood or wood plank) shall be completed by <br /> others. Fire classification and shear diaphragm design are outside the scope of this evaluation. <br /> This report is limited to compliance with structural wind load requirements of FBC 1504.3.2, as required by <br /> Rule 61 G20-3. Neither Timberlake Cove nor the manufacturer shall be responsible for any conclusions, <br /> interpretations, or designs made by others based on this evaluation report. This report is limited solely to <br /> documenting compliance with Rule 61 G20-3, and makes no express or implied warranty regarding <br /> performance of this product. <br /> Design Process: <br /> The load tables in this report provides one prescriptive option for the fastening requirement for the <br /> applicable wind loads for roofs within the parameters described. For roofs outside of the listed parameters, <br /> design wind loads shall be determined as required by FBC 1609, ASCE 7, or other design code in force, <br /> using allowable stress. These load tables are based on ASCE 7-16. Use of these tables assumes that the <br /> structure is: <br /> • Enclosed and conforms to wind-borne debris provisions and is a regular shaped building <br /> • Is not subject to across-wind loading, vortex shedding, or instability; nor does it have_a site location <br /> for which channeling or buffeting warrant consideration <br /> Engineering analysis may be completed by other licensed engineers for project specific approval by local <br /> authorities having jurisdiction. <br /> Full p RooF.cQr� <br />