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HomeMy WebLinkAboutApproved Product Approvals (2) 5/27/2021 Florida Building Code Online lit BCIS Home i Log In ! User Registration Hot Topics Submit Surcharge Stats&Facts Publications i Contact Us ! BCIS Site Map ! Links ! Search ! Florida ` Product Approval USER:Public User- Product Approval Menu>Product or Application Search>Application List>Application Detail It :fJ i�a I 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 `J 27 a o3-- 0L43 / Technical Representative REVIEWED FOR Address/Phone/Email CODE COMPLIANCE Quality Assurance Representative ST. LUCIE COUNTY Address/Phone/Email BOCC Category Roofing Subcategory Metal Roofing ^^ � Compliance Method Evaluation Report from a Florida Registered it t r .0❑� lojrda 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_dtl.aspx?param=wGEVXQwtDquvosrHazGXQbHEuMl2ergNEM9XJADWwf8uLKhWXB7F4g%3d%3d 1/3 5/27/2021 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 26ga. 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.SPSF Created by Independent Third Party: Yes Other:-59.75 psf @ 24"o.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 fdext Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 , The State of Florida is an AA/EEO employer.Co right 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: ® eChcxk https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDquvosrHazGXQbHEuMl2ergNEM9XJADWwf8uLKhWXB7F4g%3d%3d 2/3 L_' Force Engineering & Testing 19530 Rambiewood Drive humble,Texas 77338 Phone: (281)540-6603 FAX: (281)540-9966 Wcbsite: 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—D 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 p�\de��188p�IIQ� THIS ITEM HAS BEEN SEALED DIGITALLY BYJI SOHNA HAN �� ��'•� i GREEN ON THE DATE' i ADJACENT TO THE SEAL. e m PRINTED COPIES OF THIS • o DOCUMENT ARE NOT �' • �OF :OF CONSIDERED SIGNED AND ,•x P' SEALED AND THE °•!%ORIC)P � �N SIGNATURE MUST BE 0 VERIFIED ON ANY / ®�Ai AUG 19 2020 \�®� ELECTRONIC COPIES. /S� tad FL#18386.1 R2 �r— i Force Engineering & Testing 19530 Ramblewood Drive Humble,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. ®��e0o8�98P�eq®pBd THIS ITEM HAS BEEN DIGITALLY SIGNED AND �ed��8�•• /© SEALED BY JOHNATHAN • GREEN ON THE DATE ADJACENT TO THE SEAL. a @ ° w a o ° PRINTED COPIES OF THIS a ° = DOCUMENT ARE NOT �41gTE� o CONSIDERED SIGNED AND ' SEALED AND THE i e � •'•:` P.`� \, SIGNATURE MUST BE / • �0� ' �e`a� VERIFIED ON ANY AUG 19 2020 �!® L1� ���® ELECTRONIC COPIES. FL#18386.1 R2 Force Engineering & Testing 19530 Rumblewood Drive ]fumble,'resus 77338 Phone: (281)540-6603 FAX: (281)540-9966 Website: www.forceenginceringtesting.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 ofthe 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 lohnathan 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. ®�®d@0811891�gAAB® THIS ITEM HAS BEEN ®�O AI . SLED YJOHNATHAN �������°•� �� . GREEN ON THE DATE ADJACENT TO THE SEAL. Rb ,o s 0 ° PRINTED COPIES OF THIS m DOCUMENT ARE NOT ✓iim CONSIDERED SIGNED AND SEALED AND THE SIGNATURE BE VERIFIEDON ANY AUG 19 2020 /®B®J1A 11e ELECTRONIC COPIES. FL#18386.1 R2 i . Force Engineering & Testing 'L� 19530 Ramblewood Drive Ilumble,'I'exas 77338 Phone: (281)540-6603 FAX: (281)540-9966 Website: www.forceenginceriilgtcsting.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 DIGITALLY SIGNED ��® S AL D Y JOHNA HAN ���G$�•� GREEN ON THE DATE •o lopADJACENT TO THE SEAL. abeamPRINTED COPIES OF THIS e o° DOCUMENT ARE NOT B4AY CV ;�o CONSIDERED SIGNED AND SEALED AND THE 9�•:!C0Rjq) '���\\� SIGNATURE MUST BE // ��\ VERIFIED ON ANY AUG 19 2020 ��B�Od"AL 1e�°��® ELECTRONIC COPIES. FL#18386.1 R2 L` Force Engineering & Testing ` 19530 Ramblewood Drive Humble,Texas 77338 Phone: (281)540-6603 FAX: (281)540-9966 Website: www.forceenginceringtesting.com 5V CRIMP METAL Ro0F PANEL 11" Neoprene Washer Screws 5-V j Fastener Pattern Spacing 16"o.c. or 12"o.c. ®��Q@98i9BWAAo� THIS ITEM HAS BEEN DIGTALLY SIGNED AND SEALED Y JOHNATHAN �'4`���G�'•� /� GREEN ON THE DATE o WD •o ADJACENT TO THE SEAL. 0 ® • PRINTED COPIES OF THIS • DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE �/ `�°• �1p�:`e \\�' SIGNATURE MUST BE /V, - ���� VERIFIED ON ANY AUG 19 2020 /®! 1 ELECTRONIC COPIES. FL#18386.1 R2 - : -.._ it L1 Force Engineering & 'Testing 19530 Ramble-wood Drive llumbie,Texas 77338 Phone: (281)540-6603 FAX: (281)540-9966 Wcbsite: www.forceenginceringtLsting.com PANEL FASTENER PATTERN INTERIOR PANEL FASTENER PATTERN AT 16" O.C. OR FASTENER PATTERN AT 12" Of, (SEE EVALUATION REPORT) 777, 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 15/32" PLYWOOD #10 X 1-1/2"WOODSINDER ZXL MB W/ SEALING WASHER ®09�O�B9�9B9 THIS ITEM HAS BEEN DIGITALLY SIGNED AND �g6�� �•• �� SEALED BY JOHNATHAN • GREEN ON THE DATE o cop TO THE SEAL. o (+� � o °e PRINTED COPIES OF THIS o o° DOCUMENT ARE NOT ® ° SIM CONSIDERED SIGNED AND i •° SEALED AND THE •°• $ 4��; \\� SIGNATURE MUST BE VERIFIED ON ANY AUG 19 2020 AL ELECTRONIC COPIES. FL#18386.1 R2