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RegulationBusiness & Professional TLG BCIS Home I Log In i User Registration '� Hot Topics Submit Surcharge I Stars fi Facts I Publications � Conrad lh BCIS Site Map � Links Search F rida � Product Approval re tt USER:Public User r_. 210 S 0°-� on Product Aroval Menu>Product or AODllcatlOn Search>9golicatfon List>Application Detall FL# FL30343-R2 REVIEWED For"i Application Type Revision CODE COMPLIANCE Code Version 2020 tY� Application Status Approved ST■ LU C I E COUNT *Approved by DBPR.Approvals by DBPR st�(i k lewed and rats a by the POC and/or the Commission if necessamrr GGc Comments Archived Product Manufacturer Premier Metal Address/Phone/Email 17613 South Hwy.475 Summetfield,FL 34491 (352)356-1609 flvalidation@yahoo.com Authorized Signature Ray Bowen i Flvalidation@yahoo.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the David Eng Evaluation Report Florida License PE-81377 Quality Assurance Entity PRI Construction Materials Technologies,LLC Quality Assurance Contract Expiration Date 08/03/2022 Validated By James R Wally,PE Validation Checklist-Hardcopy Received Certificate of Independence FI30343 R2 COI 26ga 5VCrimD_{Zjywood.rAf Referenced Standard and Year(of Standard) Standard Year LIL 580 2006 Equivalence of Product Standards Certified By Sections from the Code Other: 123.5 psf with 9"-9"-9"fastener pattern @ 12"oc, FL30343 R2 AE 29ga TuffRib Plywood-rib.Ddf 56psf @ 24"oc Created by Independent Third Party:Yes 30343.8 08: 29ga TuffRib on 1x4 battens over 29ga(min)TuffRib on 1x4(nom)battens over 15/32"(min) plywood plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL30343 R2 II 29ga TuffRib 1X4.p� Approved for use outside HVHZ:Yes Verified By: David Eng,PE 81377 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-131 Evaluation Reports Other, 131 psf with 9"-9"-9"fastener pattern @ 12"oc, FL30343 R2 AE 29ga TuffRib 1X4.12d 78.5psf @ 24"oc Created by Independent Third Party:Yes 30343.9 09: 29ga TuffRib over plywood 29ga(min)TuffRib over 15/32"(min)plywood Limits of Use Installation Instructions Approved for use in HVHZ:No FL30343 R2 II 29ga TuffRib Plywood.(d( Approved for use outside HVHZ:Yes Verified By: David Eng,PE 81377 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-93.5 Evaluation Reports Other:93.5 psf with 9"-9"-9"fastener pattern @ 12"oc,56psf FL30343 R2 AE 29ga TuffRib Plywood.odf @ 24"oc I Created by Independent Third Party:Yes Enext Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an WEED employer._Qpvright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.467.1395."Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please dick b M. Product Approval Accepts: ®® ® M_Q Credit Card Safe 0343.07-R2 PG 2 Underlayment: Comply with local building code or FBC 1507.1.1. Slope: Comply with local building code or FBC 1507.4.2. Technical Documentation: This product has been tested to UL 580 by Intertek Testing (TST-1527), report K9550.01-450-44. Compliance Statement: This product as described has demonstrated compliance with Florida Building Code 2020, 1504.3.2 (non- HVHZ) as required by FL Rule 61 G20-3, method 1 D. This product as described has been tested and demonstrated compliance with: • UL580—Test for Uplift Resistance of Roof Assemblies • UL 1897— Uplift test for roof covering systems Certification of Independence: David Eng, PE and Timberlake Cove, LLC do not have, nor will acquire a financial interest in any company manufacturing or distributing products under this evaluation. The same entities do not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. Exclusions and Limitations: Design of deck and roof structure (to include attachment of plywood or wood plank) shall be completed by others. Fire classification and shear diaphragm design are outside the scope of this evaluation. This report is limited to compliance with structural wind load requirements of FBC 1504.3.2, as required by Rule 61 G20-3. Neither Timberlake Cove nor the manufacturer shall be responsible for any conclusions, interpretations, or designs made by others based on this evaluation report. This report is limited solely to documenting compliance with Rule 61 G20-3, and makes no express or implied warranty regarding performance of this product. Design Process: The load tables in this report provides one prescriptive option for the fastening requirement for the applicable wind loads for roofs within the parameters described. For roofs outside of the listed parameters, design wind loads shall be determined as required by FBC 1609, ASCE 7, or other design code in force, using allowable stress. These load tables are based on ASCE 7-16. Use of these tables assumes that the structure is: • Enclosed and conforms to wind-borne debris provisions and is a regular shaped building • Is not subject to across-wind loading, vortex shedding, or instability; nor does it have a site location for which channeling or buffeting warrant consideration Engineering analysis may be completed by other licensed engineers for project specific approval by local authorities having jurisdiction.