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FL# FLi7443Application Type C:E Code VersionApplication Status ved
Comments
Archived
Product Manufacturer ]A TAYLOR ROOFING
Address/Phone/Email 302 Melton Drive
FT PIERCE, FL 34982
(772)466-4040
flvalidation@yahoo.com
Authorized Signature Kyle Taylor
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 Florkin
Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Locke Bowden l `
Evaluation Report ^ 11
Florida License PE-49704 ,1
Quality Assurance Entity Keystone Certifications,Inc.
Quality Assurance Contract Expiration Date 04/11/2021
Validated By Hermes F. Norero, P.E.
Validation Checklist- Hardcopy Received
Certificate of Independence FL17443 RO COI Certificate of Indeoend Locke Bowden P E odf
Referenced Standard and Year(of Standard) Standard Vpar
UL580 2006
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
https://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgtCUGgvjQiz6A%2brQi3pbzvra%2b%2flbg7g2KOBRzEz]HXSCw%3d%3d July 2,2015
Florida Building Code Online Page 2 of 2
Date Submitted 03/02/2015
Date Validated 03/02/2015
Date Pending FBC Approval 03/05/2015
Date Approved 04/15/2015
5umm q of Products
FL# Model,Number or Name Description
------- -- ---
17443.1 5 V Crimp 26GA 1/2"rib height over 15/32"plywood
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17443 RO II 5 V Crimp Fastening Detail,pd
Approved for use outside HVHZ:Yes Verified By: PRI Construction Materials Technologies,LLC
j Impact Resistant:N/A Created by independent Third Party:Yes
j Design Pressure:+N/A/-129.25 Evaluation Reports
Other:-129.25 @ 6"D.C.-69.25 @16"o.c. margin of safety FL17443 RD AE FL 17443 J A Taylor Roofing 5 V Crimp
i 2:1 with 24"max,coverage Install per manufacturers detail. Report-ss.odf
Not for use in HVHZ. Created by Independent Third Party:Yes
Cnntart Ile:: 1940 North tbnnmp gtreet Tallahaccpp FI 77790 Phnnp-Aqn-487-tA74
The State of Florida Is an AA/EEO employer.rnpyrlpht 7007-7019 Statp of Flnrida.::PrlyarV Statement:;Arreacihillty Ctatampnr;:RpRmd Starompnt
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
mail 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 4SS,F.S.must provide the Department with an email address if they have
one.The emails provided may be used for ofnaal 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 4SS,F.S.,
please dick here_
Product Approval Accepts:
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https://floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgtCUGgvjQiz6A%2brQi3pbzvra%2b%2flbg7g2KOBRzEzIHXSCw%3d%3d July 2,2015
Locke Bowden,P.E.
9450 Aly9bury Place
Mantg=ery,AL 36117 FL# 17443
JA Taylor Roofing Inc
302 Melton Drive
Fort Pierce,FL 34982
Product:
5 V Crimp thru Fastened 1/2" rib at each panel edge and one in the center of the panel, 24"net coverage,
26CYA min. over min.15/32"thick CDD plywood decks.
Compliance-. Florida Building Code(FBC)2014; Section 1504.3.2, Section 1507.2.8, Section 1507.4.3
UL580"Tests for Uplift Resistance"
Description-, Architectural metal roof panel,26 gauge metal panels; over min. 15/32"CDX plywood
and shall comply with Florida Building Code 2014, Section 1507.4.3
Installation: Install per manufacturers install details in accordance with FBC 2014, Section 1507.4.2
Deck Slope 2.12 or greater and shall be compliant with Florida Building Code 2014, Section 1507.4.2.
Design Pressure-. -129.25 psf @ 6"o.c. and-69.25psf @16"o.c.; Fasten along the crown of the rib in the
center of panel and along the lap. Design pressure includes safety factor=2.0. First fastener to be within 3"
of panel edges. Min. 8d x 2"annular ring shank nails spaced 6"o.c. reroofing,with less than 19/32"plywood
9min. 15/32"),this attachment is to be used in addition to existing attachment. Deck attachment to be by7
other design professional.
Underlayment: approved product in compliance with FBC 2014, Section 1507.2.8
Thrii-fastened over min.15/32"plywood
Fasteners:#9-15 HWH corrosion resistant fasteners with sealing washers, metal to wood connections with
fastener length to penetrate 5/16"through substrate per Florida Building Code 2014, Section 1507.4.4
Conditions of Use:Not for use in HVHZ. Install per manufacturer's instructions and must be designed
In compliance with Florida Building Code 2014. Manufacturer is'compliant with Rule 61G20-3; wherein
manufacturer complies under a quality assurance program audited by approved
Quality Assurance Entity;Keystone Certifications valid thru.4/11/2021
Evidence Submitted:
a. UL 580/TAS 125 Tests for Uplift Resistance
b. Reference-Test Report 0224-050106 Hurricane Test Laboratory
C. Test equivalency standard—the UL 580-94 test standard is equixi nooBQ415AO-06
d. Quality Assurance Procedures and Documentation �ti�'`�QV• \r,E N Sc-
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This report does not guarantee or warranty any product validated or installed.Manufacturer's warranty applies.