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HomeMy WebLinkAboutApproved Product Approvals 5127/2621 Florida Building Code Online � '- 1i BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links ( Search b a 4113roduct Approval USER:Public User Product Approval Menu>Product or Application Search>_Application List>Application Detail DCe, FL# FL18386-R2 Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer Sunshine Metal Supply,Inc. Address/Phone/Email 719 Cattlemen Road Sarasota, FL 34232 (941)600-2521 fpa@sunshinemetalsupply.com Authorized Signature Noah Weiler fpa@sunshinemetalsupply.com REVIEWED FOR Technical Representative CODE COMPLIANCE Address/Phone/Email ST. LUCIE COUNTY J Quality Assurance Representative B®CC Address/Phone/Email Category Roofing Subcategory Metal Roofing FILE COPY 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 Johnathan Green Evaluation Report . Florida License PE-88223 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 08/28/2025 Validated By Brian Jaks, P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL18386 R2 COI Letter of Certification-Sunshine Metal Supply.,, Inc. sealed.pdf Referenced Standard and Year(of Standard) Standard Year TAS 100 1995 TAS 125 2003 UL1897 2012 UL 580 2006 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDquvosrHazGXQbHEuMl2ergNEM9XJADWwf8uLKhWXB7F4g%3d%3d 1/3 5127/2621 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 09/14/2020 Date Validated 10/01/2020 Date Pending FBC Approval 10/11/2020 Date Approved 12/15/2020 Summary of Products FL# Model,Number or Name Description 18386.1 5V Crimp 26 ga. 5V Crimp over Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL18386 R2 II FL 18386.1 5V Crimp Roof Panel Evaluation Approved for use outside HVHZ:Yes Report sealed.pdf Impact Resistant: N/A Verified By: Johnathan E Green, P.E. 88223 Design Pressure: +N/A/-86.Opsf Created by Independent Third Party: Yes Other: -63.5 psf @ 16"D.C. -86.0 psf @ 12"D.C. Install per Evaluation Reports manufacturer's details. Not for use in HVHZ Zones. FL18386 R2 AE FL 18386.1 5V Crimp Roof Panel Evaluation Report sealed.pdf Created by Independent Third Party:Yes 18386.2 Mechanical Lock 1 1/2" Mechanical Lock over Plywood Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL18386 R2 II FL 18386.2 ML 150 24 Ga.over Plywood Approved for use outside HVHZ:,Yes HVHZ sealed.pdf Impact Resistant: N/A Verified By: Johnathan E Green, P.E. 88223 Design Pressure: +N/A/-123.5PSF Created by Independent Third Party:Yes Other:-59.75 psf @ 24"D.C. -123.5 psf @ 6"D.C.Install per Evaluation Reports manufacturer's details. For use in HVHZ Zones. FL18386 R2 AE FL 18386.2 ML 150 24 Ga.over Plywood HVHZ sealed.pdf Created by Independent Third Party:Yes 18386.3 Nail Strip 1 1/2" Nail Strip over Plywood Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL18386 R2 II FL 18386.3 NS 150 24 Ga. over Plywood Approved for use outside HVHZ:Yes HVHZ sealed.pdf Impact Resistant: N/A Verified By: Johnathan E Green, P.E. 88223 Design Pressure: +N/A/-116.OPSF Created by Independent Third Party: Yes Other: -78.5 psf @ 11"D.C. -116.0 psf @ 6 1/2"D.C.Install Evaluation Reports per manufacturer's details. For use in HVHZ Zones. FL18386 R2 AE FL 18386.3 NS 150 24 Ga.over Plywood HVHZ sealed.pdf Created by Independent Third Party:Yes 18386.4 Snap Lock 1 1/2"Snap Lock over Plywood Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL18386 R2 II FL 18386.4SL 150 24 Ga.over Plywood Approved for use outside HVHZ:Yes HVHZ sealed.pdf Impact Resistant: N/A Verified By: Johnathan E Green, P.E. 88223 Design Pressure: +N/A/-116.OPSF Created by Independent Third Party: Yes Other:-86.0 psf @ 24"D.C.-108.5 psf @ 12"D.C. -116.0 psf Evaluation Reports @ 6"D.C. Install per manufacturer's details. For use in HVHZ FL18386 R2 AE FL 18386.4SL 150 24 Ga.over Plywood Zones. HVHZ sealed.pdf Created by Independent Third Party:Yes Back Pdext Contact Us::2601 Blair Stone Road Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copght 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 emalls 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: check https://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDquvosrHazGXQbHEuMl2ergNEM9XJADWwf8uLKhWXB7F4g%3d%3d 2/3 1" 'ice -J Force Engineering & Testing 19530 Ramblewood Drive Humble,Teas 77338 Phone: (281)540-6603 FAX: (281)540-9966 Website: www.forceenginceringtesting.com Product Evaluation Report SUNSHINE METAL SUPPLY, INC.. 5V Crimp 26 Ga. Roof Panel over 15/32"Plywood Florida. Product Approval # 18386.1 R2 Florida Building Code 2020 Per Rule 61G20-3 Method:1-1) Category:Roofing Subcategory:Metal Roofing Compliance Method:61G20-3.005(1)(d) NON HVHZ Product Manufacturer: Sunshine Metal Supply,Inc. 719 Cattleman Road Sarasota,Florida 34232 Engineer Evaluator: Johnathan Green,P.E.#88223 Florida Evaluation ANE ID: 12901 Validator• Brian Jaks P.E.#70159 Contents: Evaluation Report Pages 1—4 THIS ITEM HAS BEEN ®�e� � ®/ DIGITALLY SIGNED AND,`.... p� SEALED BY JOHNATHAN (� •� GREEN ON THE DATE ADJACENT TO THE SEAL. o Qb e PRINTED COPIES OF THIS o o° DOCUMENT ARE NOT SUM Cr J° � CONSIDERED SIGNED AND X SEALED AND THE �j 0°• �`�P;:� \`� SIGNATURE MUST BE OzV, � �'\\` ELECTRONIC COPIES. AUG 19 202 VERIFIED ON ANY 0 FL#18386.1 R2 J Force Engineering & Testing 19530 Ramblcwood Drive Bumble,Texas 77338 Phone: (281)540-6603 FAX: (281)540-9966 Website: www.forceenginceringtesting.com Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2020,Sections 1504.3.2. Product Description: 5V Crimp Roof Panel, 26 Ga. Steel, 24" Coverage, Roof Panel attaching too minimum 15/32"APA Plywood decking.Non-structural Application. Panel Material/Standards: Material: 26 Ga.Steel conforming to Florida Building Code 2020 Section 1507.4.3 Yield Strength: Min.50.0 ksi Corrosion Resistance:Panel Material shall comply with Florida Building Code 2020,Section 1507.4.3 Panel Dimension(s): Thickness: 0.018"min. Width: 24"Maximum Coverage Rib Height: 3/8" major rib Panel Rollformer: Rollformer Corp. Panel Fastener: (1) #10 x 1-1/2" WoodBinder ZXL MB with sealing washing or approved equal through panel rib. %"minimum penetration through plywood. Corrosion Resistance: Per Florida Building Code 2020,Section 1507.4.4. Substrate Description: Minimum 15/32"thick,APA Rated plywood over supports at maximum 24"O.C. Design of plywood and plywood supports are outside the scope of this evaluation. Substrate must be designed in accordance w/Florida Building Code 2020. Allowable Design Uplift Pressures: Table"A" Maximum Total Uplift Design Pressure: 63.5 psf 86.0 psf Fastener Pattern: Panel Rib Panel Rib Fastener Spacing: 16"O.C. 12"O.C. *Design Pressure includes a Safety Factor=2.0. THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JOHNATHAN GREEN ON THE DATE ADJACENT TO THE SEAL. � c � e e PRINTED COPIES OF THIS a ° DOCUMENT ARE NOT sum C ,; CONSIDERED SIGNED AND SEALED AND THE °°• �if��;ems°!\\� _ SIGNATURE MUST BE / -- � VERIFIED ON ANY AUG 19 2020 if 1111 1"�Vx�® ELECTRONIC COPIES. FL#18386.1 R2 ui Force Engineering & Testing 19530 Ramblewood Drive Iinmble,Texas 77338 Phone: (281)540-6603 FAX: (281)540-9966 Website: www.forccenginceringtesting.com Code Compliance: The product described herein has demonstrated compliance with The Florida Building Code 2020,Section 1504.3.2. Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code 2020,as relates to Rule 61G20-3. Performance Standards: The product described herein has demonstrated compliance with: ■ UL 580-06-Test for Uplift Resistance of Roof Assemblies ■ UL 1897-2012-Uplift Test for Roof Covering Systems Reference Data: 1. UL 580-06/1897-04 Uplift Test Force Engineering&Testing,Inc.(FBC Organization#TST-5328) Report No.596-0153T-16 2. Certificate of Independence By Johnathan Green,P.E.(No.88223)@ Force Engineering&Testing (FBC Organization#ANE ID: 12901) Test Standard Equivalency: The UL 1897-04 test standard is equivalent to the UL 1897-2012 test standard. Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 61G20-3.005 (3)for manufacturing under a quality assurance program audited by an approved quality assurance entity. Minimum Slope Range: Minimum Slope shall be 2:12 and comply with Florida Building Code 2020, including Sections 1507.4.2 and in accordance with Manufacturers recommendations. Lap sealant shall be used in panel side laps when slope is less than 3:12 per Section 1507.4.2. Installation: Install per manufacturer's recommended details. Underlayment: Per Florida Building Code 2020,Section 1507.1.1 and manufacturer's installation guidelines. Roof Panel Fire Classification: Fire classification is not part of this acceptance. Shear Diaphragm: Shear diaphragm values are outside the scope of this report. ®�gd,980o8@�B4g�� THIS ITEM HAS BEEN JZ,�S� GNED AND SEALED BYJTALLY IOHNATHAN • ••0.��•����`. B® GREEN ON THE DATE ADJACENT TO THE SEAL. o Ib8 cop 0 ® : ° PRINTED COPIES OF THIS o a° DOCUMENT ARE NOT m ° BUMt �` CONSIDERED SIGNED AND i ■° O', SEALED AND THE �j� °•�` 4®�;.�_,N x SIGNATURE MUST BE VERIFIED ON ANY AUG 19 2020 d '�1 A ole ELECTRONIC COPIES. ®g FL#18386.1 R2 -1 Force Engineering & Testing {� 19530 Ramblewood Drive Thimble,Texas 77338 Phone: (281)540-6603 FAX: (281)540-9966 Website: www.forceenginceringtesting.com Design Procedure: Based on the dimensions of the structure,appropriate wind loads are determined using Chapter 16 of the Florida Building Code 2020 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 appropriate erection details to reference in his drawings for proper fastener attachment to his structure and analyze the panel fasteners for pullout and pullover.Support framing must be in compliance with Florida Building Code 2020 Chapter 22 for steel,Chapter 23 for wood and Chapter 16 for structural loading. THIS ITEM HAS BEEN DIGTALLY SIGNED AND SEALED Y JOHNATHAN • ••4.0�•���( `.� �� GREEN ON THE DATE ADJACENT TO THE SEAL. • WDW= e aw 0 i ' t a PRINTED COPIES OF THIS 0 o ° DOCUMENT ARE NOT �` CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY AUG 19 2020 ®A�� A 911 �N ELECTRONIC COPIES. FL#18386.1 R2 Li Force Engineering & Testing 'L: 19530 Ramblewood Drive IGimble,'1'exas 77338 Phone: (281)54 0-6 6113 rAX: (281)540-9966 Website: www.forceenl-inceringtLsting.com 5V CRIMP METAL Ro01F PANEL 1 j" Neoprene Washer Screws 5-V Fastener Pattern Spacing , 16"o.c. or 12"o.c. q�40@i1��gr�90�� THIS ITEM HAS BEEN DIGGNED AND SEALED BYJTALLY IOHNATHAN Cl�go a GREEN ON THE DATE o o ADJACENT TO THE SEAL. i o © e ' PRINTED COPIES OF THIS a ° = DOCUMENT ARE NOT BMW ;°A® CONSIDERED SIGNED AND �•�� P: q SEALED AND THE %. IDSIGATURE MUST ORI e `� VERNFIED ON ANY BE AUG 19 2020 ��B® IA L1ee,� ELECTRONIC COPIES. FL#18386.1 R2 L i Force Engineering & Testing 19530 Ramblewood Drive IGimble,Texas 77338 Phone: (281)540-6603 FAX: (281)540-9966 Website: www.forceenginceringtesting.com PANEL FASTENER PATTERN INTERIOR PANEL FASTENER PATTERN AT 16" O,C, OR FASTENER PATTERN AT 12" LIZ, (SEE EVALUATION REPORT) 4A 15/32" PLYWOOD #10 X 1-1/2"WOODBINDER ZXL MB W/ SEALING WASHER ON HIGH RIB AT 16" O.C. OR 12" O.C. PANEL FASTENER PATTERN AT ENDS OF PANEL ONLY 10 X 1-1/2" WOODSINDER ZXL MB W/ SEALINC WASHER 15/32" PLYWOOD 0 q©011'11p9S0 THIS ITEM HAS BEEN DIGITALLY SIGNED AND ®�'��°O SEALED BY JOHNATHAN �► 8 ° ©� GREEN ON THE DATE ADJACENT TO THE SEAL. ° GOD 8 o 0 $ PRINTED COPIES OF THIS o 0 DOCUMENT ARE NOT sum op CONSIDERED SIGNED AND . y SEALED AND THE �O °°°• ORI'DPl. ®�\\� SIGNATURE MUST BE / I � VERIFIED ON ANY AUG 19 2020 ,S�O�zier,A 9,� ELECTRONIC COPIES. FL#18386.1 R2