The URL can be used to link to this page

Home My WebLink AboutProduct ApprovalFlorida Building Code Online BCIS Home I Log In I User Registration I . Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site Map I Links I Search I Florida r Product Approval USER: Public User d Product Approval Menu > Product or Application Search > Application List > Application Detail • ~ FL 83-R0 Application Type ew Code Version 2014 Application Status Ap roved Comments Archived Product Manufacturer Sunlast Metal Address/Phone/Email 2120 SW Poma Drive Palm City, FL 34990 (772)223-4055 flvalidation@yahoo.com Authorized Signature Terry Kapron flvalidation@yahoo.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category oof Subcategory 13ogfing 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 James Biagi the Evaluation Report Florida License PE-37467 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 03/02/2026 Validated By Locke Bowden d' Validation Checklist - Hardcopy Received Certificate of Independence FL21383 RO COI James Biagi,P.E. Certificate of Independence.pdf Referenced Standard and Year (of Standard) Standard Year UL 580 2006 Equivalence of Product Standards Certified By Sections from the Code" "ter "0®'D Product Approval Method Method 1 Option D https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgveOO7nSKOaGOtHldp/o2bwQOEnpeBiKF3uZJQkWyizvE°/p2bvrg°/p3d%3d 1/2 11 /27/2017 Florida Building Code Online Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products 12/16/2016 12/16/2016 12/22/2016 02/07/2017 10/23/2017 FL # Model, Number or Name Description 2� 383:1 beCFJNO LIN 1.0 G&PLESS NAIL 26GA STEEL OVER 5/32" 4 PLY C•DX PLYWOOD STR P Installation Instructions Limits of Use Approved for use in HVHZ: No FL21383 RO II ECONO LINE SERIES CLIPLESS NAIL STRIP 26GA ss-Final.Ddf Verified By: Architectural Testing, Inc. - Florida Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +n/a/-71PSF Created by Independent Third Party: Yes Other: -71PSF @6"O.C. INSTALL PER MANUFACTURER'S Evaluation Reports DETAILS AND IN COMPLIANCE WITH FBC 2014. FL21383 RO AE ECONO LINE SERIES CLIPLESS NAIL STRIP 26GA ss-Final.Ddf Created by Independent Third Party: Yes 21383.2 ECONO LINE 1.0 NAIL STRIP ALUM .032 ALUM OVER 15/32" 4-PLY COX PLYWOOD Limits of Use Installation Instructions Approved for use in HVHZ: No FL21383 RO II ECONO LINES SERIES CLIPLESS NAIL STRIP ALUM ss.FINAL.Ddf Verified By: Architectural Testing, Inc. - Florida Created by Independent Third Party: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-78PSF Other: -78PSF @6"O.C. INSTALL PER MANUFACTURER'S Evaluation Reports DETAILS AND IN COMPLIANCE WITH FBC 2014. FL21383 RO AE ECONO LINES SERIES CLIPLESS NAIL STRIP ALUM ss.FINAL.Ddf Created by Independent Third Party: Yes 21383.3 ECONO LINE PBR 26GA STEEL OVER 15/32" 4-PLY COX PLYWOOD Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL21383 RO II ECONO LINE SERIES-PBR ss-SFINAL.pdf Verified By: Architectural Testing, Inc. - West Palm Beach, FL Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-76.75 Other:-76.75PSF @ 24" O.C. Additional fastening for panel Evaluation Reports FL21383 RO AE ECONO LINE SERIES-PBR ss-iFINAL.Ddf Created by Independent Third Party: Yes overlaps @4"O.C. spacing Install per FBC 2014 and manufacturer's details. Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 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 850.487.1395. *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 click here . Product Approval Accepts: ®� ®- e_Crec' Credit Card Safe https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgve007nSKOaGOtHld°/g2bwQOEnpeBiKF3uZJQkWyizvE°/p2bvrgp/p3d°/p3d 2/2 5a Wast Meta/ I/a/ue Engineered Meta/ Roofing rm Lo�ida Product Ap royal Florida Building Code 2014 Per Rule 61G20-3 Method: 1—D Category: Roofing Subcategory: Metal Roofing Compliance Method: Rule 61G20-3 NON-HVHZ Product Manufacturer: Sunlast Metal 2120 SW Poma Drive Palm City, Florida 34990 Engineer Evaluator James Biagi, P.E. FL # 37467 1915 NE 4511 ST. #107 Fort Lauderdale, FL 33308 954-776-8004 Validator: Locke Bowden, P.E., Fl. #49704 9450 Alysbury Place Montgomery, AL 36117 Evaluation Report 1-4 F. James Bia E. FL # _46_1 _ V �1'• �/Jt=il�aiill��' Page 1 of 4 Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2014, Sections 1504.3.2, 1507.4.3, Product D Scription •t GA Nail Strip/Snap Lock Metal Panel, 16" Coverage Width, Roof panels, 1.0" Rib height Panel restrained with #10 x 1" Pancake Head fasteners into 15/32" 4 ply CDX Plywood decking. Non-structural Application. FOR USE IN NON-HVHZ. aterials 2 GA metal conforming to Florida Building Code 2014 Section 1507.4.3 Yield Strength: 40K51 orro ion Resistance: Panel Material shall comply with Florida Building Code 2014, Section 1506.6, 1507.4.3, 1507.4.4 Panel Dimensions: Panel Width: 16" coverage width Fastener: #10 X 1" Pancake -Head wood fasteners or equivalent. Corrosion Resistant per Florida Building Code 2014 Section 1506.7. 3/16" minimum penetration through plywood Corrosion Resistance: Per Florida Building Code 2014, Section 1506.6, 1507.4.4 15/32" 4ply CDX plywood, plywood supports at maximum 24' O.C. Design of plywood and plywood supports are outside the scope of this evaluation. Must be designed in accordance w/ Florida Building Code 2014. fts' ' n i Pressures: Uplift Llesi n P—essure: with Safety Factor of t BLE A ax • esign Pressure -71PAs Field Fastener Spacing 6" from panel ends and 6" o. . Fastener Size #10 Female leg of panel snap fit to the male leg of the adjacent panel Quality Assurance: In accordance with FBC 2014 and Rule # 61620-3: Keystone Certification, Inc. QUA 1824 Test References: Architectural Testing Inc (TST 1527) # F8542.01-450-44 UL 580-06 Code Compliance: The product described herein demonstrated compliance with The Florida Building Code (FBC) 2014 Section 1504.3.2. The product evaluation is limited to compliance with the structural wind load requirements of the FBC 2014, as relates to Rule 61G20-3. Minimum Slope Range 2/12 Minimum Slope per Florida Building Code 2014, and in accordance with Manufacturers recommendations. Installation: Install per manufacturer's recommended details in compliance with FBC 2014. Underlayment: Per Manufacturer's installation guidelines per Florida Building Code 2014 Roof Panel Fire Classification: No classification. Shear Diaphragm: values are outside the scope of this report. Design Procedure: Based on the dimensions of the structure, applicable wind loads are determined using Chapter 16 of the Florida Building Code 2014 for roof cladding wind loads. These component wind loads for roof cladding are compared to the allowable pressure listed above. The design professional shall select the applicable erection details to reference in drawings for correct fastener attachment to his structure and analyze the panel fasteners for pullout and pullover. Support framing must be Page 2 of 4 compliant with Florida Building Code 2014 Chapter 22 for steel, Chapter 23 for wood and Chapter 16 for structural loading. Required wind loads shall be determined per project per FBC 2014 and any rational analysis computation shall be prepared by a licensed design professional. Certificate of Independence: James Biagi, P.E. does not have nor will acquire financial interest in any company manufacturing or distributing products under this evaluation. James Biagi, P.E. is not owned or operated or controlled by any company manufacturing or distributing product under this report. PRODUCT EVALUATION REPORT Page 3 of 4 C 5unlast Metal Value Engineered Meta/ Roofing rM FLORIDA PRODUCT APPROVAL INSTALL DETAILS Fastener: # 10 Pancake Head Wood Fastener Striations Optional 280AUGE "6'OC SCREW SPACING (Flat Shown) WIq AE FFFrIM-1;%I1W S ! I— 16" Striations Optional 26GAUGE (Flat Shown) Page 4 of 4