The URL can be used to link to this page

Home My WebLink AboutProduct Approval-Metal Roofing Fl9rida Building Code OnlineFile COPY Page 1 of 3 - ' OR ® �, �MCE COUNTY SCIS Home Log In User Registrati0 o?Topics Smit Surcharge Stats&Facts Publications Contact Us SCIS Site Map Links Search d-b a B®CC r � )Product Approval • USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail .pi _ - - - `!$ •P'o k FL# FL21388-R2 F3 rn Application Type Revision C G Code Version 2017 m Application Status Approved o y �3 Comments Archived Product Manufacturer Dynamic Metals Address/Phohe/Email 3201 SE Dominica Terace Stuart,FL 34997 (772)872-8030 juan@dynamicmetal.net Authorized Signature Lara]esus juan@dynamicmetal.net 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 Scott Wolters the Evaluation Report Florida License PE-62354 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 12/06/2026 Validated By Lucas A.Turner,P.E.,MBA 4 Validation Checklist-Hardcopy Received Certificate of Independence FL21388 R2 COI Dvn COI.odf Referenced Standard and Year(of Standard) Standard Year UL580 2006 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 06/20/2018 https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgve007nSKOaGDhTy... 6/11/2019 Florida Building Code Online Page 2 of 3 Date Validated 06/20/2018 Date Pending FBC Approval 06/27/2018 Date Approved 08/15/2018 Summary of Products / F Model,Number or Name Description 21388.1 1"Nailstrip-24 Ga Steel Galvalume 1"Nailstrip,24 Ga Steel Galvalume non-structural roof panel Limits of a Installation Instructions AP ,Ptov for use in HVHZ:No FL21388 R2 II 213881D.Ddf pro d for use outside HVHZ:Yes Verified By: Scott Wolters 62354 Impact Resistant:N/A Created by Independent Third Party: Yes design Pressure:+N/A/-206 Evaluation Reports Other:Fasteners at 6"OC and 6"from ends. FL21388 R2 AE 213881E.Ddf Created by Independent Third Party:Yes 21388.2 1-1/2"Nailstrip-.032 Aluminum 1-1/2"Nailstrip, .032 Aluminum non-structural roof panel Limits of Use Installation Instructions Approved for use in HVHZ:No FL21388 R2 II 213882D.Ddf Approved for use outside HVHZ:Yes Verified By: Scott Wolters 62354 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure: +N/A/-168.5 Evaluation Reports Other:Fasteners 6"OC and 6"from ends FL2.1388 R2 AE 213882E.Ddf Created by Independent Third Party:Yes 21388.3 1 1/2"Nailstrip-24 Ga Steel 1-1/2"Nailstrip,24 Ga Steel non-structural roof panel Limits of Use Installation Instructions Approved for use in HVHZ:No FL21388 R2 II 213883D.odf Approved for use outside HVHZ:Yes Verified By: Scott Wolters 62354 Impact Resistant:N/A Created by Independent Third Party: Yes Design Pressure:+N/A/-153.5 Evaluation Reports Other:Fasteners 6"OC and 6"from ends FL21388 R2 AE 213883E.Ddf Created by Independent Third Party:Yes 21388.4 1 3/4"Snaplock .032 Aluminum 1-3/4"Snaplock .032Aluminum non-structural roof panel Limits of Use Installation Instructions Approved for use in HVHZ: No FL21388 R2 II 213884D.Ddf Approved for use outside HVHZ:Yes Verified By: Scott Wolters 62354 Impact Resistant:N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-191 Evaluation Reports Other:Field Installation Uplift DP: clips at 16"OC and FL21388 R2 AE 213884E.Ddf 4"from ends equals 146 psf(includes FS=2);Corner Created by Independent Third Party:Yes Installation Uplift DP: clips at 8"OC and 4"from ends equals 191 psf(includes FS=2) 21388.5 1-3/4"Snaplock-24 Ga Steel 1-3/4"Snaplock,24 Ga Steel non-structural roof panel Limits of Use Installation Instructions Approved for use in HVHZ:No FL21388 R2 II 213885D.Ddf Approved for use outside HVHZ:Yes Verified By: Scott Wolters 62354 Impact Resistant:N/A Created by Independent Third Party: Yes Design Pressure: +N?A/-243 Evaluation Reports Other:Field Installation Uplift DP: Clips at 16"OC,equals FL21388 R2 AE 213885E.odf -176 psf(includes FS=2);Corner Installation Uplift DP: Clips Created by Independent Third Party: Yes at 8"OC,equals 243.5 psf(includes FS=2) 21388.6 5V Crimp-.032 Aluminum 5V Crimp,.032 Aluminum non-structural roof panel Limits of Use Installation Instructions Approved for use in HVHZ:No FL21388 R2 II 213886D.Ddf Approved for use outside HVHZ:Yes Verified By: Scott Wolters 62354 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-183 Evaluation Reports Other:Fasteners at 12"OC and 6"from ends. FL21388 R2 AE 213886E.Ddf Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovriaht 2007-2013 State of Florida.::Pnvacv 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: https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgve007nSKOaGDhTy... 6/11/2019 - --WOLTERS ENGINEERING ENGINEERING, DRAFTING,CONSULTING 15211 971"Road N West Palm Beach,FL 334'12 Ph/Fx: (561)225-1982 PRODUCT EVALUATION PRODUCT: DYNAMIC 1" NAILSTRIP 24 GAUGE STEEL ROOF PANEL (FLPA#21388.1) MANUFACTURER: DYNAMIC METALS, LLC 340 PIKE ROAD WEST PALM BEACH, FL 33411 To all concerned, The Dynamic 1" Nailstrip 24 Ga. Steel Roof Panel, manufactured by Dynamic Metals LLC, is a non- structural galvalume coated steel roof panel (50 ksi min) that meets the requirements of Section 1507.4.3 of the 6th Edition (2017) Florida Building Code. The panel has been tested per UL580-06 by Intertek-ATI, with results shown in test report G1195.06-450-44. Technical Documentation-.- 1. ocumentation:1. Drawing "NSS16" dated 6/1818 signed and sealed b Scott Wolters PE. 9 Y 2. Test Reports listed above by Architectural Testing, Inc. signed and sealed by Charles Anderson, PE. 3. Supplemental Calculations to support"NSS16"drawing, signed and sealed by Scott Wolters, PE. I have reviewed this submittal per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 'I (4). Based on the limitations listed below and those provided in the documents above this product meets all the, ( ) p � requirements of the 6th Edition (2017) Florida Building Code generally, and chapter 15 specifically, for use outside of the HVHZ. Limitations: This panel is approved for use outside of the HVHZ. Overall Limitations: Maximum Panel Width: 16" (nominal) Fastener spacing across panels: 16" O.C. (at nailstrip) (Panels overlap with male/female snap fit) Maximum Design Pressure: 206 psf. Max. Fastener Spacing: 6" from ends, 6" max. O.C. Min. Panel Fastener: #10-9x1" PancliP MTW fastener 5PFCIP OHNIG IN Ii,I IAC1, FE515T�i�11"CUp1"AIN`dV�l,LS, 5(OpEFpOi`iTS, & 1NIN701rJ5 Underlayment: 1 layer of 30 lb. organic felt paper with 4"overlaps (or) Any underlayment with a valid FLPA or Miami-Dade NOA Fire Barrier: 1 layer of VersaShield with 4"overlaps (or) Any fire barrier with a valid FLPA or Miami-Dade NOA Minimum Substrate: !/2' (15132"min)4-ply CDX Plywood, nailed to 2x rafters spaced 24"max. O.C. with 8d ring-shank nails spaced 4" O.C. Other Limitations: Roof slope must meet requirements of FBC Section 1507.4.2. Fire classification is not a part of this evaluation. Shear diaphragm values are not a part of this evaluation. Design of substrate is by others and is not a part of this evaluation. If you have any questions or need more information concerning this approval please contact me. Thank you, FL PE# 62354 JUN 19 7016 \iAL CWTAINWP0,5, 5fOffTPON1_5, & W11\vOWc'