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Address/Phone/Email
Category
Subcategory
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FL21082-R2
Revision
2017
Approved
Dynamic Metals
3201 SE Dominica Terace
Stuart, FL 34997
(772)872-8030
juan@dynamicmetal.net
Juan Martinez
juan@dynamlcmetal.net
Roofing
Metal Roofing
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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 Scott Wolters
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
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
Standard
UL 580
Method 1 Option D
Year
2006
http$JNvww.BoridabLiiding.org/pr/pr app dg.aspx?param=wGEVXQwtDgsBocgO2%2bKwd6VPcBWOL6cYhKIOSL7%2bE2UBJ2B[78RQQe/a3d%3d 112
10/2/2018 Florida Building Code Online
Date Submitted 06/20/2018
Date Validated 06/20/2018
Date Pending FBC Approval 06/27/2018
Date Approved 08/15/2018
Summary of Products
r
PLR
Model, Number or Name
Description
21082.1
Dynamic Metals 1" Nailstrip
1" Nail strip, .032 Aluminum, non-structural roof panel
Aluminum
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL21082 R2 II 2108210 Z
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 at 6" OC and 6" from ends.
FL21082 R2 AE 210821E.12df
Created by Independent Third Party: Yes
21082.2
Dynamic Metals 1.5" Mach Seam
1.5" Mechanical Seam, 24 gauge Galvalume coated steel, non-
24ga Galvalume
structural, roof panel
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL21082 R2 II 210822D.odf
Approved for use outside HVHZ: Yes
Verified By: Scott Wolters 62354
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +NA/ -198.5
Evaluation Reports
Other: Field Install Uplift DP: 16"OC, 4"ends, equals 168.5 psf
FL21082 R2 AE 210822E Ddf
(includes FS=2) Comer Install Uplift DP: 8"OC, 4"ends, equals
Created by Independent Third Party: Yes
198.5 psf (Includes FS=2)
21082.3
Dynamic Metals 1.5" Mach Seam
1.5' Mechanical Seam, ,032 Aluminum, non-structural
Aluminum
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL21082 R2 II 210823D.2df
Approved for use outside HVHZ: Yes
Verified By: Scott Wolters 62354
Impact Resistant: N/A
Created by Indepentlent Third Party: Yes
Design Pressure: +N/A/ -213.5
Evaluation Reports
Other: Field Install Uplift DP: 16"OC, 4" ends, equals 131psf
FL21082 R2 AE 210823E.odf
(includes FS=2) Comer Install Uplift ON 8"OC, 4" ends, equals
Created by Independent Third Party: Yes
213.5 psf (includes FS=2)
21082.4
Dynamic Metals SV Crimp 26 ga
SV Crimp, 26 ga Steel, Gaivalume, non-structural
Steel
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL21082 R2 IT 210824D.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/ -206
Evaluation Reports
Other: Field Installation Uplift DP: 16" OC, 4" ends, equals
FL21082 R2 AE 210824E.Ddf
101 psf (includes FS=2) Comer Installation Uplift DP: 8" OC, 4"
Created by Independent Third Party: Yes
ends, equals 206 psf (Includes FS=2)
0 0
Contact Us :: 2601 Blair sane Pond Tallahassee FL 32399 Phone: 850-087-1824
The State of FlDHda Is an AA/EEO employer. Q right 2007-2013 Sate of Floods, :: Privacy Statement :: ArCOslbilb Statement :: Refund Statement
Under Monte 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
mall to this entity. Instead, contact Me office by phone or by tradlbonal mall. If you have any questions, please contact 850.487.1395. 'pursuant a 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 annals
provided may be used for official communication with the Ilransee. 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 on be made available to the public To determine if you are a licensee under Chapter 455, F.5., please cllck hem .
Product Approval Accepts:
ET Iff] � eClac_Iim
Credit Card
Safe
https://www.floridabuilding.org/pripr_app_dd.aspx?param=wGEVXQwtDgsBocg02%2bKwd6VPc6wOL6cYhKleSL7%2bE21JBJ2BI78RQQ%3d%3d 2/2
WOLTERS ENGINEERING
ENGINEERING, DRAFTING, CONSULTING
15211 97" Road N
West Palm Beach, Fl. 33412
Ph/Fx: (561) 225-1982
PRODUCT EVALUATION
PRODUCT: DYNAMIC 1" NAILSTRIP .032" ALUMINUM ROOF PANEL (FLPA# 21082.1)
MANUFACTURER: DYNAMIC METALS, LLC
340 PIKE ROAD
WEST PALM BEACH, FL 33411
To all concerned,
The Dynamic 1" Nailstrip .032" Aluminum Roof Panel, manufactured by Dynamic Metals LLC, is a non-
structural aluminum roof panel (3105-H24 min) that meets the requirements of Section 1507.4.3 of the 6m Edition
(2017) Florida Building Code. The panel has been tested per UL580-06 by Architectural Testing, Inc. with results
shown in test report G1195.03-450-44.
Technical Documentation:
1. Drawing "NSA16" dated 6/18/18, signed and sealed by Scott Wolters, PE.
2. Test Reports listed above by Architectural Testing, Inc. signed and sealed by Charles Anderson, PE.
3. Supplemental Calculations to support 4NSA16" drawing, signed and sealed by Scott Wolters, PE.
I have reviewed this submittal per the requirements of FAC Product Approval Rule Chapter 611320-3.005
(4). Based on the limitations listed below and those provided in the documents above, this product meets all the
requirements of the 6t^ 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 malelfemale snap fit)
Maximum Design Pressure: 168.5 psf.
Maximum Fastener Spacing: 6" from ends, 6" O.C.
Min. Panel Fastener: #10x1" pancake head fasteners
51TCIAI_IZIN6 IN IMrAG1" M95fANf C0AIMNAU.7"5f0MFR0Nfs. & WINIVA5
Underlayment 1 layer of 30 Ib. organic felt paper with 4" overlaps
(or)
Any underlayment with a valid FLPA or Miami -Dade NG,4
Fire Barrier: 1 layer of VersaShield with 4" overlaps
(or)
Any fire barrier with a valid FLPA or Miami -Dade NOA
Minimum Substrate: %Z (15/32" 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 pari of this evaluation.
Shear diaphragm values are not a pari 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,
Scott Wolters
FL PE# 62354 =-
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