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HomeMy WebLinkAboutPRODUCT APPROVAL3/1512018 Florida r100% . . . . . . . . . . Z= 9-1 ^. " Product Apnroval USER: Public L Product Approval Menu > FL # Application Type Code Version Application Status Comments Archived Product Manufactur Address/Phone/Emi l Authorized Signature r Technical Representative Address/Phone/Email r Quality Assurance Re Address/Phone/Email Category Subcategory Compliance Florida Building Code Onli• SCANNED BY - Submit Surcharge 1 Stats &Facts Publications I FBC Staff I BCIS Site Map I Links Search I > Application List > Application Detail 1 Florida Engineer or Architect Name who developed the Evaluation Report Florida License ' Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) I r Equivalence of Product Standards Certified By Sections from the Code FL21383-R1 Revision 2017 App„raov,,ed _ - Sunlast Metal 2120 SW Poma Drive Palm City, FL 34990 (772)223-4055 Flvalidation@yahoo.com Terry Kapron flvalidation@yahoo.com P ofng .MtaGRoofin9 'jR Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Diane Marotta PE-82591 Keystone Certifications, Inc. 03/02/2026 Locke Bowden d, Validation Checklist - Hardcopy Received FL21383 Rl COI FL 21383 CLIPLESS NAIL STRIP 0.032 ALUM BINDER- SS.pdf Standard Year UL 580 2006 https://www.floridabu uct Approval Method Method 1 Option D 1 viCUXQ%3d%3d 3/15/2018 ' I Florida Building Code ON Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 10/23/2017 12/12/2017 12/18/2017 02/13/2018 I FL # Model, Number or Name Description ECONO LINE 1;Q GL'IPLE55NAIL 26GA STEEL OVERPLY CDX PLYWOOD STRIP Limits of Use Installation Instructions Approved for use in HVHZ: No FL21383 R1 II FL 21383 ECONO LINE CLIPLESS NAIL STRIP - SNAPLOCK-BNDER-SS.pdf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Architectural Testing, Inc. - Florida Design Pressure: +n/a/-71PSF Created by Independent Third Party: Yes Other: -71PSF @6"O.C. INSTALL PER MA11 UFACTURER'S DETAILS AND IN COMPLIANCE WITH FBC Z017. Evaluation Reports FL21383 R1 AE FL 21383 ECONO LINE CLIPLESS NAIL STRIP-SNAPLOCK-BNDER-SS.pdf Created by Independent Third Party: Yes i 21383.2 ECONO LINE 1.0 NAIL STRIP ALUM .032 ALUM OVER 15/32" 4-PLY CDX PLYWOOD Limits of Use Installation Instructions Approved for use in HVHZ: No FL21383 RI II FL 21383 CLIPLESS NAIL STRIP 0.032 ALUM BINDER-SS.pd Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Architectural Testing, Inc. - Florida Design Pressure: +N/A/-78PSF Created by Independent Third Party: Yes Other:-78.5PSF @6"O.C. INSTALL PER MA UFACTURER'S Evaluation Reports DETAILS AND IN COMPLIANCE WITH FBC 2017.I FL21383 RI AE FL 21383 CLIPLESS NAIL STRIP 0.032 ALUM BINDER-SS.pdf Created by Independent Third Party: Yes 21383.3 ECONO LINE PBR I 26GA STEEL OVER 15/32" 4-PLY COX PLYWOOD Limits of Use Installation Instructions Approved for use in HVHZ: No FL21383 R1 II FL21383 SUN LAST METAL PBR NON HVHZ COMPLETE WITH DETAILS-rrs.pdf Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-97psf Verified By: Architectural Testing, Inc. - West Palm Beach (an Intertek company) Other:-76.75psf @24" fastening pattern 6"-9"-9"-9"-3" Created by Independent Third Party: Yes Along the row, across the panel profile. Instal4 per FBC 2017 Evaluation Reports and manufacturer's details. FL21383 R1 AE FL21383 SUN LAST METAL PBR NON HVHZ COMPLETE WITH DETAILS-rrs.pd Created by Independent Third Party: Yes Contact Us :: The State of Florida Is an AA/EEO employer. Copyri tl Under Florida law, email addresses are public records. If you mail to this entity. Instead, contact the office by phone 455.275(1), Florida Statutes, effective October 1, 2012, lice one. The emails provided may be used for official communica address, please provide the Department with an email addre Back .e., Phone: 850-487-1824 rivacy Statement :: Accessibility Statement :: Refund Statement not want your e-mail address released in response to a public -records request, do not send electronic by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section ees licensed under Chapter 455, F.S. must provide the Department with an email address If they have n with the licensee. However email addresses are public record. If you do not wish to supply a personal 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: ® N1110011 © eCAedd Credit Card Safe I i i https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgveOb7nSKOaGOtHld%2bwQOEnV4eGOsO9HLb°/a2bwaklvjCUXQ%3d%3d I unlas ' `Value Engi%7eered EC.ON.O~- IN��E-(CLI'PLE:, i 26 ,GA -1.6")COV,ERAGE WIDTH i' FLO-RIDA. PRODW Pro L Florida Buildir Category: Roofing Subcatel Proi 2120 SW Poma t Metal Metal RooRng I'm MAIL S-: RIPISNAP4LOG I, -} OOF PAN.E.L OVER 15i32" PLYWOOD APPROVAL NO 21383.1, RIES �alLiationReport 2017'Per,Rule 61G20-3 1—D Metal Roofing Compliance Method: 61G20-3 st Metal Palm City, Florida 34990 Diane G. Marotta, P.E. # 82591 1915 NE 451' ST. #107 FortLauderdale, FL 33308 954r776-8004 Locke Bowden, P.E., FL #49704 9450 Alysbury Place Montgomery, AL 36117 EvaluatiO Report 1-4 Certificate of Independence: Diane G. Marotta P.E. does not have nor will acquire financial interest in any company manufacturing or distributing products under this evaluation. Diane G. Marotta, P.E. is not owned or operated or controlled by any company manufacturing or distributing product under this report. Diane G. Marotta, P.E. _` -7' FL reg # 82591 seal- 11A `�_ Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2017, Sections 1504.3.2, 1507.4.3, Product Description: 26GA Nail Strip/Snap Lock Metal Panel, 16" Coverage Width, Roof panels, 1.0" Rib height Panel restrained with #10 x 1" Pancake Head fasteners irjto 15/32" 4 ply CDX Plywood decking. Non-structural Application. FOR USE IN NON-HVHZ. Material: 26GA metal conforming to Florida Building Code 2017 Section 1507.4.3 Yield Strength: 40KSI Corrosion Resistance: Panel Material shall comply with Florida Building Code 2017, Section 1506, 1507, 1507 Panel Dimensions: Panel Width: 16" coverage width Fastener: #10 X 1" Pancake -Head wood fasteners or equip 1506.7. 3/16" minimum penetration through plywood Corrosion Resistance: Per Florida Building Code 2017, Sect 15/32" 4ply CDX plywood, plywood supports at maximum scope of this evaluation. Must be designed in accordance lent. Corrosion Resistant per Florida Building Code 2017 Section 1 1506, 1507 ' O.C. Design of plywood and plywood supports are outside the Florida Building Code 2017. TABLE A i I Max Design Pressure -71psf Field Fastener Spacing 6" from panel ends and 6" o.c. Fastener Size #10 Female leg of panel snap fit to the malelleg of the adjacent panel, fastened 2"o.c. at perimter #10 fastener Quality Assurance: In accordance with FBC 2017 and Rule Inc. QUA 1824 Test References: Architectural Testing Inc (TST 1527) # F8542.01-450-44 UL Code Compliance: The product described herein demonstrat 1504. The product evaluation is limited to compliance with th Rule 61G20-3. Slope Range 2/12 Minimum Slope and in accordance with M per manufacturer's recommended details in compliance with Keystone Certification, and f8542.01-450-44r0-3 UL 580-06 compliance with The Florida Building Code (FBC) 2017 Section structural wind load requirements of the FBC 2017, as relates to rers recommendations. Install 2017. Manufacturer's installation guidelines per Florida Building CodeI2017, sec 1507, CHART 1507.1.1 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 2017 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 compliant with Florida Building Code 2017 Chapter 22 for steel, CIhapter 23 for wood and Chapter 16 for structural loading. Required wind loads shall be determined per project per FBC 201-7 and any rational analysis computation shall be prepared by a licensed design professional. Certificate of Independence: Diane G. Marotta P.E. does not have nor will acquire financial interest in any company manufacturing or distributing products under this evaluation. Diane G. Marotta, P.E. is not owned or operated or controlled by any company manufacturing or distributing product under this report. Page 2 of 3 Y V, i Mast eta/Vaiue Engineered Metal Roofing TM INSTALL DETAILS Fastener: # 10 Pancake Head Wood Fastener F-i 16" T L � Striations Optional 26GAUGE (Flat Shown) Page 3 of 3