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Home My WebLink AboutProduct Evaluation Reportr-� JB&B Engineering Consultants, LLC 5203 Silver Charm Terrace Wesley Chapel, FL 33544 Phone: 813-545-1323 Email: TSullivaneng(Mmmail.com rida Certificateu ho iz ti # 0 03 Product Evaluation Report (R1K _ 4ff(FL #21388.1) 'F0AE'COU Dynamic 1.0" Nail Strip 24 a e Gal IJB')1�1G>•IIJXSIDN �9.9 , . - -D dR CQi LIA11 E Mon-HVHZ " DATE R a Pi1,AAT 3 PERMIT METST BE ONJIIJB 1.0 Product Manufacturer: Dynamic Metals, LLC OR NO EiSPECTION `ML BE MADE. 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 1 D) in accordance with 61 G20-3.005 F.A.C. 4.0 Product Category: Roofing 4.1 Product Sub -Category: Metal Roofing 5.0 Product Description: 5.1 General Description: Dynamic 1.0" nailstrip 24 gage steel non structural roof deck 5.2 Fy= 50 ksi 5.3 Panel Thickness: 20 Gage (0.0276") minimum coated thickness 5.4 Corrosion Resistance to comply with Florida Building Code 5th ed. (2014), section 1507.4.3 5.5 Width: 15" maximum coverage 5.6 Rib Height: 1.0" major rib height @ 15" o.c. 6.0 Panel Fastener: #10 x V pancake head fastener through the nail strip 6" from ends and 6" o.c. with an integral male/female integral snaplock with adhesive. Corrosion resistance per Florida Building Code 5th edition (2014), sections 1506.6 and 1507.4.4 6.1 Substrate Description: 1 layer of 30# organic felt paper or other underlayment compliant with FBC chapter 15 over minimum 7/16" OSB (or 15/32" 4-ply 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: Field Installation 412.0 psf/2=206.0 psf (Fasteners spaced 6" o.c. And 6" from ends) 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 #G11 95.06-450-44 8.1.1 Signed/Sealed by Charles Anderson, P.E. on October 215t, 2016 8.1.2 UL580-06/ UL 1897-04 Field Installation (-412.0.0 psf) 9.0 Installation Instructions: 9.1 Per manufacturer's installation instructions and fastening patterns described herein Page112 JB&B Engineering Consultants, LLC 5203 Silver Charm Terrace Wesley Chapel, FL 33544 Phone: 813-545-1323 Email: TSullivaneng(o)_amail.com Florida Certificate of Authorization #30903 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 pressures 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 16 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 designed by 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 5t' edition (2014) 11.7 Minimum slope shall comply with the Florida Building Code 5th 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 61 G20-3 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 issued. 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 requirer.%l�gtA �f p Florida Building Code 2014 (5th edition), specifically sections 1504.3.2 and 1504.7 for use-i;t�0A6& `@:ZzWe.P utilized within the limits of use noted herein. o° \ C n No 55358 e o •C10 EUFThom s o�p FL PE # D3 8 °°°Bo� AL1 ENGo`°°°o ooeeaeo�a Page212 w JB&'B L:;'NGINEERING, LLC CONDYNAMIC ,METALS, LLC 5203 Sii"e"Gr m.CharNRS TeErrace 3201 SE Dominica Terrace Wesley Chapel, FL 33644 Stuart, Florida 34997 Phone (813)646-1323 Email"TSullivaneng®gmaii, coin FL Ceri f'tcate of Authorization #30903 Drawings Panel Profile CS o• ° 41 kYl y°0 °° S�< ° ° e o °��Ci - NS•°��pO °58 i J e m L m (� ti41.5 q� o . Yf C. us E QCOMPLI68 FLORIDA BUILDING CODE 5TH ED. (2014) NO, 216-1062 I DATE: 10-29-2016 70 NAL f:''.1VI*I,%ra MAXIMUM DESIGN UPLIFT PRESSURE=206.0 PSF ANCHORS TO BE SPACED 6FROM ENDS & 6" O.C. Client Name: DYNAMIC METALS, LLC Project Name: DYNAMIC NAIL 1.0" STRIP 24 go STEEL Project Address: FLORIDA PRODUCT APPROVAL Florida Building Code Onlir- Page 1 of 3 �M /Yt 1 I li Cusjn,�ss & P-WessionalRegulo,tion BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search FI dda 1 W Product Approval pper�.. lt7t USER: Pubilc User EITye...*. [Jabs Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL21388-R1 Application Type Revision Code Version 2014 Application Status Approved Comments Archived ❑ Product Manufacturer Dynamic Metals Address/Phone/Email 3201 SE Dominica Terace Stuart, FL 34997 (772) 872-8030 juan@dynamicmetal.net Authorized Signature Juan Martinez 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 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' L7 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 FL21388 RI COI FL21388 RO COI Letter of Independence -Sullivan.odf Standard Year UL580 2006 Method 1 Option D http ://www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtD gve0O7nSKOaGD... 1 / 1 /2018 Florida Building Code Onlir Page 2 of 3 Date Submitted 04/13/2017 Date Validated 04/21/2017 Date Pending FBC Approval 04/21/2017 Date Approved 06/13/2017 Summary of Products FL # I 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 Use Installation Instructions Approved for use in HVHZ: No FL21388 R1 II Dynamic 1,0 24 gage steel.pdf Approved for use outside HVHZ: Yes Verified By: Thomas D. Sullivan 55358 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. Uplift DP FL21388 R1 AE FL21388.1 Eval Report 1.0 24.odf Created by Independent Third Party: Yes equals 206 psf (includes FS=2) 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 FI-21388 R1 II 1.5 nailstrio 032 Aliuminum SS.pdf Verified By: Thomas D. Sullivan 55358 Approved for use outside HVHZ: Yes 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 FL21388 R1 AE FL21388.2 Eva] Report 1.5 32 nail strip.odf 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 R1 II 1.5 Nailstrip 24 gape steel SS.odf Verified By: Thomas D. Sullivan 55358 Approved for use outside HVHZ: Yes 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 R1 AE FL21388.3 Eval Report 1.5 24 nail strio.pdf Created by Independent Third Party: Yes 21388.4 1-3/4" Snaplock-.032 Aluminum 1-3/4" Snaplock-.032 Aluminum non-structural roof panel Limits of Use Installation Instructions Approved for use in HVHZ: No FL21388 R1 II 1.75 Snaolock 032 Alum SS.odf Approved for use outside HVHZ: Yes Verified By: Thomas D. Sullivan 55358 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-f91 Evaluation Reports Other: Field Installation Uplift DP: clips at 16" OC and FL21388 RI AE FL21388.4 Eval Report 1.75 32.pdf Created by Independent Third Party: Yes 4"from ends equals 146 psf (includes FS=2); Corner 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 R1 II 1.75 Snaolock 24 Gage SS.pdf Approved for use outside HVHZ: Yes Verified By: Thomas D. Sullivan 55358 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 R1 AE FL21388.5 Eval Report 1.75 24.1)df Created by Independent Third Party: Yes -176 psf (includes FS=2); Corner Installation Uplift DP: Clips at 8" OC, equals 243 psf (includes FS=2) 21388.E 5V Crimp-.032 Aluminum 5V Crimp, .032 Aluminum non-structural roof panel Limits of Use Installation Instructions Approved for use in HVHZ: No FL21388 R1 II FL21388.6 Drawing 5v 32.pdf Approved for use outside HVHZ: Yes Verified By: Thomas D. Sullivan 55358 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. Uplift DP of FL21388 R1 AE FL21388.6 Eval Report 5v 32.odf 183 psf (includes FS=2) 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. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgve007nSKOaGD... 1 /1 /2018