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• - • FL# FL21082-R1
Application Type Revision
Code Version 2014
Application Status Approved FILE COPY
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Comments
Archived Cl
Product Manufacturer Dynamic Metals
Address/Phone/Email 3201 SE Dominica Terace
Stuart,FL 34997 '
(772) 872-8030
juan@dynamicmetal.net
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Authorized Signature Juan Martinez
juan@dynamicmetal.net
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Technical Representative
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Address/Phone/Email ST CIF C®UN
BUILDING DIVISION
RF-
Quality Assurance Representative VIEWFOR COMPLEp E
Address/Phone/Email
REVIEWED BY
DATE -a
Category Roofing I PLANS A P MIT
Subcategory Metal Roofing MUST BE K PT N JOB OR
NO INSPECTION ILL BE MADE
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
O Evaluation Reporti'-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 I
Validated By Joseph A Reed,PE
f✓ Validation Checklist-Hardcopy Received
„
Certificate of Independence FL21082 R1 COI FL21082 RO COI (Letter of Independence-Sullivan.pdf
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Referenced Standard and Year(of Standard) Standard Year
UL 580 I, i 2006
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Equivalence of Product Standards
Certified By THES PL NS AND ALL PROPOSED WofN(
ARE SUBJECT TO ANY COFMECTIONS
Sections from the code REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY I19 ORDER TO
COWLY L ITH ALL AppLICABLE COI)ES.
Product Approval Method Method 1 Option D
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https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsBocg02p/`2bKwd6VPc6wOL6CYTKUWKAXiTV3d7pvr8wRuWA%3d%3d 1/3
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9/12/2017 Florida Building Code Online
Date Submitted 04/13/2017
Date Validated 04/21/2017
1� Date Pending FBC Approval 04/21/2017
Date Approved 06/13/2017 t C() PY
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 i
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL21082 Rl II Dynamic Metals 1 inch Nailstrip Aluminum
Approved for use outside HVHZ:Yes rl.Ddf
Impact Resistant: N/A Verified By:.Thomas D. Sullivan 55358
Design Pressure: +N/A/-168.5 Created by Independent Third Party:Yes
Other: Fasteners at 6"OC and 6"from ends. Evaluation Reports
FL21082 R1 AE FL21082I1 Eval Report 1.0 32.pdf
Created by Independent Third Party: Yes
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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 Rl II Dynamic Metals 1.5 Mech Seam 24 ga Steel
Approved for use outside HVHZ:Yes rl.Ddf
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, FL21082 Rl AE FL21082.2 Eval Report 1.5 24 meth
equals 198.5 psf(includes FS=2) seam.pdf
Created by Independent Third Party: Yes
21082.3 Dynamic Metals 1.5" Mech Seam 1.5" Mechanical Seam, .03I Aluminum,non-structural
Aluminum
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL21082 Rl II Dynamic Metals 1.5 Mech Seam Aluminum
Approved for use outside HVHZ:Yes rl.pdf
Impact Resistant: N/A Verified By:Thomas D. Sullivan 55358
Design Pressure: +N/A/-213.5 Created by Independent Third Party: Yes
Other: Field Install Uplift DP: 16"OC,4"ends,equals 131psf Evaluation Reports
(includes FS=2)Corner Install Uplift DP: 8"OC,4"ends,equals FL21082 Rl AE FL21082.3 Eval Report 1.5 32 meth
213.5 psf(includes FS=2) seam.odf
—�� Created by Independent Third Party: Yes
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21004 Dynamic Metals 5V Crimp 26 ga 5V Crimp,26 ga Steel,Galvalume, non-structural
Steel
Limits of Use Installation Instructions
Approved for us$in HVHZ: No FL21082 R1 II FL21082.4 Drawing 5v 26.pdf
Approved for use outside HVHZ:Yes Verified By:Thomas D.Sullivan 55358
Impact Resistant: N/A Created by Independent Third Party:Yes
esign P Dressure: +N/A/-206 Evaluation Reports {
Other: Field Installation Uplift DP: 16"OC,4"ends,equals FL21082 R1 AE FL21082.4 Eval Report 5v 26.Ddf
101 psf(includes FS=2)Corner Installation Uplift DP: 8"OC, Created by Independent Third Party: Yes
4"ends, equals 206 psf(includes FS=2)
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Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487I 1824
The State of Florida Is an AA/EEO employer.Copyright 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 la 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 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:,
M 0079-1 ® eChxl`
Credit Card
Safe
https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsBocg02g/*2bKwd6VPc6wOL6cYfKGwkAXiTV3d7pvr8wRuWAg/o3d`/`3d 2/3
JB&B ENGINEERING, LLC
D CONSULTING ENGINEERS
YNAMIC METALS, LLC
5,203 Solver Charm. Terrace
3201 SE Dominica, Terrace Wesley Chapel, FL 33544
Stuart, Florida 34997 ;Phone (613)545-1323
Email TSullivanerrg®gmail.com
FL Certii'tcate of Auth�aMm #30903
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, I 5 I ,: 26GA
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Zr Maximum Net Coverage
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Panel Profile COPN
Niomirtat 12'me, Nominal 12"o.c.
1
k'. #10 x 1-1/27WoodZac Hilo HINH fasteners with bond washer
M1/(or equal) �
- --
Para OVed3p
f' 1&Z or gxcer alpNgl .ar
MAXIMUM DESIGN UPLIFT PRESSURE=101.0 PSF
♦♦♦�A`�S`D,s;�Ip�Qm FASTENERS TO BE SPACED 6' O.C.
♦ �•o•eo� ``/od0
♦ • C E N L®® MAXIMUM DESIGN UPLIFT PRESSURE=206.0 PSF
.' S�°•"9�o FASTENERS TO BE SPACED 8' O.C.
P
• No 55358 i
• o
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yy S T Client Name:DYNAMIC METALS,ILLC
s,�[ •�e I
Project Name:DYNAMIC 5V CRIMP 26 GAGE GALVALUME
THO •RCbb • VFWRIDA BUILDING CODE 5TH ED. (2014) Project Address: FLORIDA PRODUCT APPROVAL
FL J 55
SEA ,4 >tieee i%� JOB NO.215-1050 DATE:04-12-2017
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JIB&B Engineering Consultants,LLC
5203 Silver Charm Terrace
Wesley Chapel, FL 33544
Phone: 813-545-1323
Email:TSullivanenq(@_gmail.com j
Florida Certificate of Authorization#30903�'
Product Evaluation Report(111)
(FL#21082.4)
Dynamic 5V Crimp 26 Ga. Galvalume
Non-HVHZ
1.0 Product Manufacturer: Dynamic Metals, LLC
3201 SE Dominica Terrace F1 L
I (COPY
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.
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4.0 Product Category: Roofing
4.1 Product Sub-Category: Metal Roofing
5.0 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 51h',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 Vh edition, section 1507.4.3
5.5 Width:24" maximum coverage
6.6 Rib Height: 3/8" major rib height @ 12"o.c.
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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 equal. Corrosion resistance per Florida Building Code 5'h 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: j
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 1 897-04-U pl ift 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%I71h, 2017
8.1.2 UL580-06/UL 1897-04 Field Installation (-202.0 psf)
8.1.3 UL580-06/UL 1897-04 Corner Installation (-412.0,psf)
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JB&B Engineering Consultants,LLC FILE
�5 W5203 Silver Charm Terrace
Wesley Chapel, FL 33544
Phone: 813-545-1323 3Email:TSullivaneng(aD-gmail.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 pressures listed herein.
The design professional shall select the the appropriate erection details to'reference in liis drawings for
proper fastener attachment to his/her structure and analyze the panel fasteners for pulloiut 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.
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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,itransverse 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 Joads 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 5th edition (2014, including
section 1507.4.2 and in accordance with the manufacturer's 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 sunder 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 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 requirements of the Florida Building Code 2014 (5th edition), specifically sections 1504.3.2 and
1504.7 for us Z,when utilized within the limits of use noted herein,
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