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FL# FL21082-112
Application Type Revision
Code Version 2017
Application Status Approved
• Comments
RECEIVED
Archived 0
OCT 21 -)glg
Product Manufacturer Dynamic Metals NT, Well CoontyPermitting
Address/Phone/Email 3201 SE Dominica Terace-------- ____
Stuart,FL 34997
(772)872-8030d
juan@dynamicmetal.net Into COO
O J
Authorized Signature Lara Jesus
juan@dynamicmetal.net y
Technical Representative
Address/Phone/Email
REVIE D FOR
Quality Assurance Representative CODEC PLI�►NCE
Address/Phone/Email (� COUNTY
+ �/
Category Roofing ST. LUCIE COUN 1 i
Subcategory Metal Roofing BOCC
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
D 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
O Validation Checklist-Hardcopy Received
Certificate of Independence FL21082 R2 COI Dyn COI.pdf
Referenced Standard and Year(of Standard) Standard Year
UL 580 2006
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
hdps://www.floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsBocg02%2bKwd6VPc6wOL6cYhKleSL7p/*2bE21JBJ2BI78RQQ*/o3d*/o3d 1/2
10/10/2019 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
FL# 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 210821D.pdf
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.pdf
Created by Independent Third Party:Yes
21082.2 Dynamic Metals 1.5"Mech 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.pdf
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.pdf
(includes FS=2)Corner 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"Mech 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.pdf
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/-213.5 Evaluation Reports
Other:Field Install Upli "OC, equals 131psf FL21082 R2 AE 210823E.pdf
(includes FS=2)Corner Install Uplift DP: 8"OC, nds,equals Created by Independent Third Party:Yes
213.5 psf(includes FS=2)
21082.4 Dynamic Metals 5V Crimp 26 ga 5V Crimp,26 ga Steel,Galvalume,non-structural
Steel
imits of Use Installation Instructions
Approved for use in HVHZ:No FL21082 R2 II 210824D.pdf
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.pdf
101 psf(includes FS=2)Corner Installation Uplift DP: 8"OC,4' Created by Independent Third Party:Yes
ends,equals 206 psf(includes FS=2)
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Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Cooydaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,emall 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 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 emalls
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 dick here.
Product Approval Accepts:
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https://www.floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsBocg02%2bKwd6VPc6wOL6cYhKIeSL7%2bE21JBJ2BI78RQQ%3d%3d 2/2
WOLTERS ENGINEERING
ENGINF..ERING,DRAFTING, CONSULTING
15211 971h Road N
West Palm Beach,FL 33412
Ph/Fx:(561)225-1982
PRODUCT EVALUATION
PRODUCT: DYNAMIC 5V CRIMP 26 GAUGE STEEL ROOF PANEL (FLPA#21082.4)
MANUFACTURER: DYNAMIC METALS, LLC
340 PIKE ROAD
WEST PALM BEACH, FL 33411
To all concerned,
The Dynamic 5v Crimp 26 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 G1195.02-450-44.
Technical Documentation:
1, Drawing "5VS"dated 6/18/18,signed and sealed by Scott Wolters, PE.
2. Test Reports listed above by Architectural Testing, Inc.signed and sealed by Vinu Abraham, PE.
3. Supplemental Calculations to support"5VS'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
(4). Based on the limitations listed below and those provided in the documents above, this product meets all the
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: 24"
Fastener spacing across panel: 12"O.C. (at overlaps¢er rib)
Field Installation
Maximum Design Pressure: 101 psf.
z Fastener Spacing: 2"from ends, 16"max. O.C.
Min. Panel Fastener: #10x1'/2'Woodzac HiLo HWH screw
with weather-seal washer
UdINC�V�7
4'F,CIP1,1.7-IIJG I1 IMPACT ff— -IPN1"CU:":(�M�I�?l.l"?,510frf pn;�l 5, €
Perimeter and Corner Installation
Maximum Design Pressure: 206 psf
Panel Clip Anchor Spacing: 2"from ends, 8"max. O.C.
Min. Panel Fastener: #10x1 1/2"Woodzac HiLo HWH screw
with weather-seal washer
Underlayment: 1 layer of 30 Ib,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: % (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 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, `��;%ttll1819 .41.jf
c)' I. WO ® �
Scott Wolters
FL PE# 62354
JUN 19
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