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Home My WebLink AboutPRODUCT APPROVAL METAL ROOFINGFlorida Building Code Online: Page 1 of 2 r r r Application Type Revision THESE PLANS AND ALI. PRCP(!SM WORK Code Version 2014 ARIE SUBJECTTO ANY COMEC 61�sNS Application Status AApproved Approved '-REQUIR—ED BY F ELD INVECTOrfv THAT Comments . 104 Y B4 NECESSARY IN, ORDER TO Archived u COPAPL� WITH ALL APPL.I'0ABLE CODES. Product Manufacturer Address/Phone/Email Dynamic Metals 3201 SE Dominica Terace CONCEALED FASTENERS OR ATTACHMENTS Stuart, FL 34997 (772) 872-8030 ARE THE RESPONSIBILITY OF THE Juan@dynamicmetal.net CONTRACTOR OF RECORD Authorized Signature Juan Martinez Juan@dynamicmetai.net M2�o Technical Representative ST. LUCIE COUNTY Address/Phone/Email BUILDING DIVISION REVIEWED Quality Assurance Representative FOR COMP C Address/Phone/Email REVIEWED BY DATE Category Roofing PLANS AN E IT MUST BE KE T O JOB OR Subcategory Metal Roofing NO INSPECTION L BE MADE 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 Thomas D. Sullivan the Evaluation Report Florida License PE-55358 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 12/06/2026 Validated By Joseph A Reed, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method FL21082 R1 COI FL21082 RO COI Letter of Independence -Suilivan.odf Standard Year UL 580 2006 Method 1 Option D http://www.floridabuilding.org/prlpr_app_dtl. aspx?param=wGEVXQwtDgsB ocg02%2b... 12/20/2017 } Florida Building Code Online - Date Submitted Date Validated Date Pending FBC Approval Date Approved Page 2 of 2 04/13/2017 04/21/2017 FILE -.< 04/21/2017 06/13/2017 FL # Model, Number or Name 21082.1 Dynamic Metals 1" Nailstrip Aluminum Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-168.5 Other: Fasteners at 6" OC and 6" from ends. Description 1" Nail strip, .032 Aluminum, non-structural roof panel Installation Instructions FL21082_RS II Dy.nmic M2k15_i, inrh..Nailstri,p Aluminum ri,Ddf Verified By: Thomas D. Sullivan 55358 Created by Independent Third Party: Yes Evaluation Reports FL21082 R1 AE FL21082.1 Eval Report 1.0 32,pdf Created by Independent Third Party: Yes 21082.2 Dynamic Metals 1.5" Mech Seam 1.5" Mechanical Seam, 24 gauge Galvalume coated steel, 24ga Galvalume non-structural, roof panel Limits of Use Installation Instructions Approved for use in HVHZ: No FL21082 RS II Dynamic Metals 1.5 Mech Seam 24 ga Steel r1.Ddf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Thomas D. Sullivan 55358 Design Pressure: +NA/-198.5 Created by Independent Third Party: Yes Other: Field Install Uplift DP: 16"OC, 4"ends, equals 168.5 Evaluation Reports psf (includes FS=2) Corner Install Uplift DP: 8"OC, 4"ends, Ft-21082 Rl AE FL21.082.2 Eval Report 1..5 24 meth seam:,iZrif equals 198.5 psf (includes FS=2) Created by Independent Third Party: Yes 21082.3 Dynamic Metals 1.5" Mech Seam Aluminum Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-213.5 Other: Field Install Uplift DP: 16"OC, 4" ends, equals 131psf (includes FS=2) Corner Install Uplift DP: 8"OC, 4" ends, equals 213.5 psf (includes FS=2) 2.1082.4 D namc Metals 5U Gri: p 6 ga Steel Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-206 Other: Field Installation Uplift DP: 16" OC, 4" ends, equals 101 psf (includes FS=2) Corner Installation Uplift DP: 8" OC, 4" ends, equals 206 psf (includes FS=2) 1.5" Mechanical Seam, .032 Aluminum, non-structural Installation Instructions FI..21.082 R1 .I.I Dynamic Metals 1..5 Mech Seam Aluminum rl__pdf Verified By: Thomas D. Sullivan 55358 Created by Independent Third Party: Yes Evaluation Reports FL21082 R1 AE FL21082.3 Eval Report 1.5 32 meth seam.Ddf Created by Independent Third Party: Yes �SV Crimp, 26 ga Steel, Galvalume, non-structural (Installation Instructions FL21082 R1 II FL21082.4FL21082 II FL21082.4 Drawinci 5v 26.odf26 d Verified By: Thomas D. Sullivan 55358 Created by Independent Third Party: Yes Evaluation Reports FL21082 R1 AE FL21082A Eval Report 5v 26.odf 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.:: 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 mall. 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 I 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: Credit Card i Safe http://www.floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgsB ocg02%2b... 12/20/2017 JB&B Engineering Consultants, LLCO mg, �? 5203. Silver Charm Terrace `� p_�'= . � I Wesley Chapel, FL.33544 DEC 0 1 2017 Phone: 813-545-1323 Email: TSullivanengcD-gmaii.com Florida Certificate of -Authorization #3090Y:..,_.. Product Evaluation. Report'(111) Dynamic 5V Crimp 26 Ga. Galvalume Non-HVHZ 1.0 Product Manufacturer: Dynamic Metals, LLCCOPY 3201 'SE Dominica Terrace _ Stuart, FL 34997 2.0 Code edition: Florida Building Code 5th edition (2014)-Building Volume Non-HVHZ Sections 1504.3.2 and 1504.7 3.0 Evaluation Method: Engineering Evaluation (method 1D) in accordance with 61G20-3.005 F.A.C. 4.0 Product Category: Roofing 4.1 Product Sub -Category: Metal Roofing 6.0 Product Description: 5.1 General Description: Dynamic 5v crimp 26 gage Galvalume non-structural. roof deck 5.2 Min Fy=50 ksi steel conforming: and Florida Building Code 5t.h edition (2014) section 1507.4.3. Paint finish optional 5.3 Panel Thickness: 26 Gage (0.0217") minimum coated thickness 5,4 Corrosion Resistance to comply with Florida Building Code 5th edition, section 1607.4.3 5.5 Width: 24" maximum coverage 5.6 Rib Height: 3/8" major rib height @ 12" o.c. 6.0 Panel Fastener: #10 x 1.1/2" WoodZac Hilo HWH fasteners with bond washer at the overlaps and each panels center rib or equi..Corrosion resistance per Florida Building Code 5th edition (2014), sections 1506.6 and 1507.4.4 6.1 Substrate Description: 1layer of 30# organic felt paper.or other underlayment compliant with FBC chapter 1.5 over minimum 7/1.6" OSB (or 15/32" 47ply APA plywood), over 2x SYP rafters spaced no more than 24" o.c. Substrate must meet all applicable requirements and be designed with the Florida Building Code 51h edition (2014) 6.2 Design Uplift Pressures: 6.1 Field Installation 202.0 psf/2=101.0 psf (Fasteners spaced 16" o.c.) 6.2 Corner Installation 412.0 psf/2=206.0 psf (Fasteners spaced 8" o.c.) 7.0 Code Testing Performance Requirements: 7.1 UL 580-06-Test for Uplift Resistance of Roof Assemblies 7.2 UL 1897-04-Uplift Test for Roof Covering Systems 8.0 Performance Test Results Summary: 8.1 Architectural Testing; Inc. West Palm Beach, FL (TST 1527), Report #G1195.02-450-44-R1 8.1.1 Signed/Sealed by Joseph A. Reed, P.E. on March 17th, 2017 8.1-.2 UL580-06/ UL 1897-04 Field Installation (-202.0 psf) 8.1.3 UL580-061 UL 1897-04 Corner Installation (-412.0 psf) JB&B Engineering Consultants, LLC 5203 Silver Charm Terrace Wesley Chapel, FL 33544 Phone: 813-545-1.323 Email: TSullivanengCc_cmail.com Florida Certificate.of Authorization #30903 9.0 Installation Instructions: 9.1 Per manufacturer's installation instructions and fastening patterns described herein 10.0 Design Procedure: Based on the dimensions of the structure, appropriate 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 design pressure's listed herein. The design professional shall select the the appropriate: erection details to reference in his drawings for proper fastener attachment to his/her structure and analyze the. panel fasteners. for pullout and pullover. Support framing must be in compliance with Florida Building Code 2014 chapter 22 for steel, chapter 23 for wood and chapter 1.6 for structural loading. 11.0 Limits.and Conditions of Use: 11.1 Maximum allowable design pressures listed in this report 11.2 Fire classification has not been considered and is outside the scope of this report 11.3 Panels were not evaluated structurally to resist shear diaphragm, axial, transverse or racking loads 11.4 Alternate conditions not specifically addressed by this approval shall be designedby a registered Florida Professional. Engineer or Architect 11.5 The structural adequacy of the substrate bearing the wind loads superimposed by this product are the responsibility of others 11.6 Underlayment shall comply with the Florida Building Code 5th edition (2014) 11.7 Minimum slope shall comply with the Florida Building Code. 5t" edition (2014, including section 1507.4.2 and in accordance with the manufacturers recommendations. For slopes less than 3:12, lap sealant must be used in the panel side laps 12.0 Quality Assurance Entity: The manufacturer has established compliance of'roof panel products in accordance with the Florida Building Code and Rule 61 G20-3.005(3) for manufacturing under a quality assurance program audited by an approved quality assurance agency. 13.0 Certificate of Independence: Pursuant to the:requirements of 61G20-3 F.A.C, I hereby, certify that this Florida Professional Engineer, performing this evaluation, does not have nor will acquire an interest in any company manufacturing or distributing products for which the report is being'issue& This is also to certify that this Florida Professional Engineer, does not have,nor will acquire a financial' interest in any other entity involved in the approval process of this product. 14.0 Certification:. In the professional opinion of this evaluating engineer the aforementioned, product, meets the requirements of the Florida Building Code 20.14 (5th edition), specifically sections 1,504.3.2 and 1504.7 for us%lgir®n.Ir V, Z, when utilized within the limits of use noted herein. o!I o. sv< e FI 55365 . m COPY +�,, 10 Thom ag I•v R.fl FL PE# •°•••° 0 Total Page��NA` ese0� DYNAMIC .METALS, LLC 9201 SE L'ominica :Terrace Stuari,. Florida 34997 JB'&B ENGINEERING, LL C CONSULTING ENGINEERS 5203 SUver Charm Terrace Wesley, Chapel, FL 33544 Phone (818)545—f328 Email TSullivanerg®gmalLcam, FL Certiftcate gf.AuthorizaMm #40903 DYINAMIC 5V"; CRIMP26GA 24" PhkiiYittttt Net CoVerage COPY Panel Profile Ncmtlw 12" a:c. Nomiral 17. c-c, j #10 x 1-1/2'WoodZac Hilo HWH fasteners: with bond washer _ t —1--lor equal) ParelOverlap J� O1613 _ ti S,`1' or gmates Piyumd. or -VVlxxl plank MAXIMUM DESIGN UPLIFT PRESSURE=101.0 PSF 9♦ �� S'D.es a FASTENERS TO :BE SPACED ,16' O.C. . . P v EN or �e • a MAXIMUM DESIGN ,UPLIFT PRESSURE=206(0: PSF •, C S.. +e m FASTENERS TO'BE..SPACED 8" O:C. N 55358 T �- + o Client Name: DYNAMIC METALS, LLC •.� Z �, •, P e°�Z Project Name: DYNAMIC 5V CRIMP 26 GAGE GALVALUME p y THOM q' �o � Fp ,P to tiYt1oI ORIDA BUILDING CODE 5TH ED. (2014) Project -Address: 'FLORIDA PRODUCT APPROVAL .FL #5� SEAL ;t JOB NO. 215=1050 DATE: 04-12-2017