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FL #
FL21423-R1g�—
Application Type
Revision
Code Version
Application Status
2017
Approved
��
Comments
Archived
Product Manufacturer Sunlast Metal
Address/Phone/Email 2120 SW Poma Drive
Palm City, FL 34990
(772) 223-4055
Flvalidation@yahoo.com
Authorized Signature Terry Kapron
flvalidation@yahoo.com
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 Diane G. Marotta, P.E.
the Evaluation Report
Florida License PE-82591
Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date 03/02/2026
Validated By Locke Bowden
Validation Checklist - Hardcopy Received
Certificate of Independence
FL21423 R1 COI FL21423.1-SS-]AX BEACH Series-CLIPLESS
SNAPLOCK 24GA COMPLETE WITH DETAILS.pdf
Referenced Standard and Year (of Standard) Standard
TAS 100
TAS 125
Equivalence of Product Standards
Certified By
Sections from the Code
Year
1995
2003
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Florida Building Code Online
Page 2 of 3
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Method 1 Option D
10/21/2017
10/29/2017
10/31/2017
12/12/2017
FL # Model, Number or Name Description
21423.1 JAX BEACH SERIES CLIPLESS SNAP 1.5 24GA 15-19" WIDTHS OVER 15/32" 4-PLY CDX
LOCK PLYWOOD
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-161PSF
Other:-161PSF@6"O.C.,-97.25PSF@3"O.C. INSTALL PER
MANUFACTURER'S DETAILS AND IN COMPLIANCE WITH FBC
2017.
Installation Instructions
FL21423 R1 II FL21423.1-SS-JAX BEACH Series-CLIPLESS
SNAPLOCK 24GA COMPLETE WITH DETAILS.Odf
Verified By: Diane G. Marotta, P.E. 82591
Created by Independent Third Party: Yes
Evaluation Reports
FL21423 R1 AE FL21423.1-SS-JAX BEACH Series-
CLIPLESS SNAPLOCK 24GA COMPLETE WITH DETAILS.pdf
Created by Independent Third Party: Yes
21423.2 JAX BEACH SERIES CLIPLESS SNAP 1.5 ALUMINUM .032 SL 15-19" WIDTHS OVER 4-PLY CDX
LOCK ALUM PLYWOOD
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/--108.5
Other:-108.5psf@3"O.C.,-76.75@6"O.C. INSTALL PER
MANUFACTURER'S DETAILS AND IN COMPLIANCE WITH FBC
2017.
21423.3 1 MIAMI SERIES SNAP LOCK 1.75
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-156.75
Other:-114.25PSF @16"O.C.,-156.75PSF @8"O.C.
INSTALL PER MANUFACTURER'S DETAILS AND IN
COMPLIANCE WITH FBC 2017.
21423.4 I MIAMI SERIES SNAP LOCK 1.75
ALUM
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-114.25
Other:-110.5PSF@12"O.C.-114.25PSF@6"O.C. INSTALL
PER MANUFACTURER'S DETAILS AND IN COMPLIANCE WITH
FBC 2017.
Installation Instructions
FL21423 R1 II lax Beach 0.32 ALUM SNAP LOCK BINDER -
SS. PC]
Verified By: Diane G. Marotta, P.E. 82591
Created by Independent Third Party: Yes
Evaluation Reports
FL21423 R1 AE Jax Beach 0.32 ALUM SNAP LOCK
BINDER-ss.Odf
Created by Independent Third Party: Yes
24GA 14-18 WIDTHS OVER 15/32" APA PLYWOOD
Installation Instructions
FL21423 R1 II FL21423.3-SS-MIAMI SERIES 24GA SNAP
LOCK 1.75 COMPLETE with details.Odf
Verified By: Diane G. Marotta, P.E. 82591
Created by Independent Third Party: Yes
Evaluation Reports
FL21423 R1 AE FL21423.3-SS-MIAMI SERIES 24GA SNAP
LOCK 1.75 COMPLETE with details.Odf
Created by Independent Third Party: Yes
.032 ALUMINUM 14-18 WIDTHS OVER 15/32" APA PLYWOOD
Installation Instructions
FL21423 R1 II FL21423.4-SS-MIAMI SERIES SNAP LOCK
1.75 ALUM 0.032 COMPLETE WITH DETAILS.ndf
Verified By: Diane G. Marotta, P.E. 82591
Created by Independent Third Party: Yes
Evaluation Reports
FL21423 R1 AE FL21423.4-SS-MIAMI SERIES SNAP LOCK
1.75 ALUM 0.032 COMPLETE WITH DETAILS.Odf
Created by Independent Third Party: Yes
21423.5 PALM I LOCK BE1.ACH SERIES MECHANICAL 124GA 12 - 20" WIDTHS OVER 15/32" 4-PLY CDX PLYWOOD
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-112PSF
Other: Method 1-90 DEGREE SEAM-93.5psf 24"O.C.
Method 2-90 DEGREE SEAM-101PSF 6" O.C. Method 3-180
DEGREE SEAM-112psf 6"O.C. Fasteners per Clip: 2 INSTALL
PER MANUFACTURER'S INSTALL DETAILS IN COMPLIANCE
WITH FBC 2017
Installation Instructions
FL21423 R1 II FL21423.5-SS-PALM BEACH SERIES 1.5
MECHANICAL LOCK -COMPLETE WITH DETAILS.Odf
Verified By: Diane G. Marotta, P.E. 82591
Created by Independent Third Party: Yes
Evaluation Reports
FL21423 R1 AE FL21423.5-SS-PALM BEACH SERIES 1.5
MECHANICAL LOCK -COMPLETE WITH DETAILS.Ddf
Created by Independent Third Party: Yes
21423.6 PALM BEACH SERIES MECHANICAL 1 .032 ALUM 16 OR 20" WIDTHS OVER 15/32" 4-PLY CDX
LOCK 1.5 ALUM PLYWOOD
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL21423 R1 II FL21423.6-SS-PALM BEACH MECHANICAL
Approved for use outside HVHZ: Yes LOCK ALUM-2017 COMPLETE WITH DETAILS.Odf
Impact Resistant: N/A Verified By: Diane G. Marotta, P.E. 82591
https: Hfloridabuilding. org/pr/pr_app_dtl. aspx?param=wGEV XQwtDgtgHSolOoKvoX8DV ... 2/20/2018
Florida Building Code Online
Page 3 of 3
Design Pressure: +N/A/--131PSF
Other: METHOD 1- 90 DEGREE SEAM-63.5PSF 24"O.C.
METHOD 2- 90 DEGREE SEAM-86PSF 24"O.C. METHOD 3-
131PSF 180 DEGREE SEAM-6"O.C. 2 FASTENERS PER CLIP
INSTALL PER MANUFACTURER'S INSTALL DETAILS IN
COMPLIANCE WITH FBC 2017
Created by Independent Third Party: Yes
Evaluation Reports
FL21423 R1 AE FL21423.6-SS-PALM BEACH MECHANICAL
LOCK ALUM-2017 COMPLETE WITH DETAILS.pdf
Created by Independent Third Party: Yes
21423.7
SERIES - KEY WEST 5 V CRIMP
26GA 24"WIDTH 5/8" RIB OVER 15/32" APA PLYWOOD
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL21423 R1 II FL21423.7-SS-SERIES Key West 5 V
Crimp 2017 COMPLETE WITH DETAILS.pdf
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: Diane G. Marotta, P.E. 82591
Design Pressure: +N/A/-189.25
Created by Independent Third Party: Yes
Other:-189.25PSF@8"O.C.,-78.5PSF@16"O.C. THRU
Evaluation Reports
FASTENED. INSTALL PER MANUFACTURER'S INSTALL
FL21423 Rl AE FL21423.7-SS-SERIES Key West 5 V
Crimp 2017 COMPLETE WITH DETAILS.pdf
DETAILS IN COMPLIANCE WITH FBC 2017
Created by Independent Third Party: Yes
21423.8
SERIES - STUART LINE NAIL
1.0 24GA NAIL STRIP/SNAP LOCK 16" COVERAGE WIDTH
STRIP/SNAP LOCK
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL21423 R1 II FL21423.8-SS-1.0 SERIES - STUART LINE
Nail Strip -Snap Lock -HVHZ-COMPLETE WITH DETAILS.pdf
Approved for use outside HVHZ: Yes
Verified By: Diane G. Marotta, P.E. 82591
Impact Resistant: N/A
Design Pressure: +N/A/-136.75
Created by Independent Third Party: Yes
Other:-136.75PSF @ 6"O.C.,-84.25PSF @ 12" O.C.
Evaluation Reports
INSTALL PER MANUFACTURER'S INSTALL DETAILS IN
FL21423 R1 AE FL21423.8-SS-1.0 SERIES - STUART LINE
Nail Strip -Snap Lock -HVHZ-COMPLETE WITH DETAILS.pdf
COMPLIANCE WITH FBC 2017
Created by Independent Third Party: Yes
Balk Nezt
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
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 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 click hCM.
Product Approval Accepts:
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4-5'unlast Metal
V-3lue Engineered Metal Roofing rM
FLORIDA PRODUCT APPROVAL
KEY WEST SERIES (5 V CRIMP)
25 GA 24"' ROOF PANEL OVER 15i32' PLYWOOZJ
FLORIDA PRODUCT APPROVAL NO 21423.7
Product Evaluation Report
26GA 5 E! CRIMP Roof -oriel over 15132"
Florida Product Approval #2142:-Z",.?'
Florida Building Code 2017 6th ed
Per Rule 61G20-3 Method: 1 —D
Category: Roofing Subcategory: Metal Roofing Compliance Method:
Rule 61G20-3
HVHZ
Product Manufacturer:
Sunlast Metal
2120 SW Poma Drive
Palm City, Florida 34990
Eneineer Evaluator
Diane G. Marotta, P.E. FL reg 4 82591
1915 NE 450 ST, #i107
Fort Lauderdale, FL 33308
954-776-8004
Validator:
Locke Bowden, P.E., FL #49704
9450 Alysbury Place
Montgomery, AL 36117
Diane G- Marotta, P.E. ;.
FL reg #t 82591
seal
Compliance Statement: The product as described in this report has demonstrated compliance with the
Florida Building Code 2017, Sections 1504.3.2, 1507.1.1,1507.4.3, 1518.9, 1523.6.5.2.4
Product Description: 26GA 5 V Crimp Metal Panel, 24" Width, Roof panels, 5/8" Rib height, 12" O.C.
Panel THRU FASTENED into 15/32" APA Plywood decking. Non-structural Application.
FOR USE IN HVHZ.
Material: 26GA metal conforming to Florida Building Code 2017 Section 1507.4.3 Yield Strength: 55KSI
Corrosion Resistance: Panel Material shall comply with Florida Building Code 2017, Section 1507.4.3
Panel Dimensions: Panel Width: 24" width
Fastener: Wood-Zac XG fastener w/Neoprene washer or equivalent #10 Hex Head. Corrosion Resistant per Florida Building
Code 2017 Section 1506.7
3/16" minimum penetration through plywood
Corrosion Resistance: Per Florida Building Code 2017, Section 1506.6, 1507.4.4
15/32" APA plywood, plywood supports at maximum 24' O.C. Design of plywood and plywood supports are outside the scope
of this evaluation. Must be designed in accordance w/ Florida Building Code 2017.
Design Uplift Pressures: Uplift Design Pressure: with Safetv Factor of 2
TABLE A
Roof Areas
Field
Perimeter/Corner
Max Design Pressure
-78.5psf
-189.25psf
Fastener Spacing
16" o.c.
8" o.c.
Fastener Size
#10
# 10
Insulation: Optional Rigid Insulation board, 3" max thickness compliant with FBC 2017 section 1508.2
Quality Assurance: In accordance with FBC 2017 and Rule # 61620-3: Keystone Certification,
Inc. QUA 1824
Test References:
Architectural Testing Inc (TST 1527) # F0755.01-450-18 TAS 125-2003
Architectural Testing Inc (TST 1527) #0412-1017-05 TAS 125-2003
Architectural Testing Inc. (TST 1527)# SFMS-001-02-01 TAS 100-1995 , B8944.01-450-18 TAS 125
PRI Construction Material Tech nologies(TST5878) AKZC-001-02-01/05 TAS 110-2000
PRI Construction Material Technologies(TST5878)AKZC-001-02-01/05 ASTM B 117-2002
AKZO Nobel Coatings, Inc. Lab Form ASTM G 153
Code Compliance: The product described herein demonstrated compliance with The Florida Building Code (FBC) 2017 Section
1504.3.2. The product evaluation is limited to compliance with the structural wind load requirements of the FBC 2017, as
relates to Rule 61G20-3.
Minimum Slope Range 2/12 Minimum Slope per Florida Building Code 2017, and in accordance with Manufacturers
recommendations.
Installation: Install per manufacturer's recommended details in compliance with FBC 2017 and RAS 133.
Underlayment: Per Manufacturer's installation guidelines per Florida Building Code 2017 Chapter 1507, Chart 1507.1.1
Page 2 of 4
Roof Panel Fire Classification: No classification.
Shear Diaphragm: values are outside the scope of this report.
Design Procedure: Based on the dimensions of the structure, applicable wind loads are determined using Chapter 16 of the
Florida Building Code 2017 -roof cladding wind loads. Component wind loads for roof cladding are compared to the allowable
pressure listed above. Design professional shall select the applicable erection details to reference in drawings for correct
fastener attachment to his structure and analyze the panel fasteners for pullout and pullover. Support framing must be
compliant with Florida Building Code 2017 Chapter 22 for steel, Chapter 23 for wood and Chapter 16 for structural loading.
Required wind loads shall be determined per project per FBC 2017 and any rational analysis computation shall be prepared by a
licensed design professional.
Certificate of Independence: Diane G. Marotta, P.E. does not have nor will acquire financial interest in any company
manufacturing or distributing products under this evaluation. Diane G. Marotta, P.E. is not owned or operated or controlled by
any company manufacturing or distributing product under this report.
PRODUCT EVALUATION REPORT
Page 3 of 4
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Value Enaineered Meta/ Roofina T"'
KEY WEST SERIES (5 V CRIMP)
INSTALL DETAILS
Fastener: # 10 HexHead w/neoprene washer per Evaluation Report Specification
TYPICAL ASSEMBLY PROFILE VIEW
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Page 4 of 4