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Search > Anplicatwn U5 > Application Detail
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FL #
FL17443-RI
G
� 14
Application Type _
Revision
Code Version
2017
Application Status
Approved
Comments
Archived
Product Manufacturer
Address/Phone/Email
i
I
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
i
J A TAYLOR ROOFING
302 Melton Drive
FT PIERCE, FL 34982
(772)466-4040 51
kylewhite228@aoi.coip
Kyle Taylor
kylewhite228@aol.com ?X-"*`E OR "V"
F1�E C'0?114(
Roofing
Metal Roofing
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 Locke Bowden
Evaluation Report
Florida License PE-49704
Quality Assurance Entity PRI Construction Materials Technologies, LLC
Quality Assurance Contract Expiration Date 01/23/2023
Validated By Zachary R. Priest, P.E.
Validation Checklist - Hardcopy Received
Certificate of Independence
FL17443 R1 COI FL 17443 J A Taylor 2017 Code Eval Report with Details
RSSS.p
Referenced Standard and Year (of Standard) Standard Year
TAS 125 2003
UL1897 2012
UL580 2006
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 01/24/2018
Date Validated 02/14/2018
Date Pending FBC Approval 02/17/2018
Date Approved 04/10/2018
FL # Model, Number or Name
x_____...._...____.._._...._..._..._..___._........, .__.._.___.._. _..__. ._..... _........
17443.1 5 V Crimp
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-129,25
Other:-129.25 @ 6" o.c. -69.25 @16" o.c. margin of safety
2.1 with 24" max. coverage Install per manufacturers detail.
Not for use in HVHZ.
17443.2 1 VICTORIAN CRIMP SHINGLE
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-105
Other:-105PSF margin of safety 2:1. Install per
manufacturer's details and in compliance with FBC 2017 6th
ed. Not for use in HVHZ.
Description
.-... .........
.....__.. _...... .__.._..
26GA 1/2" rib height over 15/32" APA plywood
Installation Instructions
FL17443 R1 1I FL 17443 3 A Taylor 2017 Code Eval Repor
v:i(h Details RSSS.pdf
Verified By: Locke Bowden, P.E. 49704
Created by Independent Third Party: Yes
Evaluation Reports
FL17443 R1 AE FL 17443 3 A Taylor 20 .7 Code Eval Re or
vith Details RSSS.pdf
Created by Independent Third Party: Yes
26GA 1/2" RIB- PANELS LOCK INTO PREVIOUS PANELS; OVER
CDX/APA 15/32" PLYWOOD
Installation Instructions
FL17443 RI II FL 1,7443 3 A Taylor 2017 Code Eval Repot
with Details RS S.p�f
Verified By: Locke Bowden, P.E. 49704
Created by Independent Third Party: Yes
Evaluation Reports
FL17443 RI AE FL 17443 1 A Taylor 2017 Code Eval Repor
with Details RSSS.pdf
Created by Independent Third Party: Yes
Contact Us :: 2601 Blair Shone Road. Tallahassee a a= Phone: 650-487-1824
The State. of Florida Is an AA/EEO employer. Qpyn_ght 2007-2013 State of Flor(tla.:: P ISSy Statement :: Accesslbillty 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
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.139S. Pursuant to Section
455,275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter455, 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 dick hero_
Product Approval Accepts;
a E
Credit Card
Safe
WA
Fort Pierce, FL 34962
(772) 466-4040
Compliant with Florida Building Code 2017 (61' ed.)
Compliant with Florida Product Approval Rule # 61G20-3
Compliant Quality Assurance Program: PRi CONSTRUCTION MATERIALS TECHNOLOGY
FBC Sections: 1504.3.2,1507
5V ICrimp thru fastened %" rib at each panel edge and 1 fastener In the center of the panel, 24" net coverage, 26GA ASTM
A792, 6-50, AZ55,,.018, 50ksi min. over min.15/32" thick CDX plywood deck. Corrosion Resistant fastener #9-15 HWH with
sealing washers, metal to wood connections with fastener length to penetrate 5/26" thru substrate. Fasten along the crown
of the rib in the center of panel and along the lap. First fastener to be within 3" of panel edges. Min. 8Dx2" annular ring shank
nails spaced 6" O.C. reroofing, with less than 19/32" plywood (min, iS/32"), this attachment is to be used in addition to
existing attachment. Deck slope 2:12 or greater and shall be compliant with FBC 2017 6r" ed. Underlayment: See FBC 2017 6"'
ed.; Sec. 1S07 Table 1507.1.1 **Design Pressure: I Spacing:
-69.25 PSF J 16" O.C.
-129.25 PSF 1 6" O.C.
ZbbA A5I M A"Z, b-51J, AZ55, .u1s, 5ukS1 Victorian crimp shingle over 15/3Z" COX/APA Plywood attached to roof trusses.
Corrosion Resistant fastener #10 x 1" Zinc plated, MM Pancake Head, installed at 2 per panel into lock seam. Panels applied
with 12 exposure, adjacent shingles inserted into lock seam of previous shingle. peck slope 2:12 or greater and shall be
compliant with FBC 1017 67" ed. Underlayment: See FB,C 2017 6T" ed., Sec.1507 Table 1S07.1.1
**Design Pressure:
-105 PSF
Reference Data:
TEST REPORTS
Hurricane Test Laboratory (TSTAS27) #0224-0501-06 TAS 12S (UL S80-941)
PRI Construction Materials Technologies (T5T-5878) #FAE-023-02-01 UL 580-06/UL 1897-042
1. UL 580-94 test standards are equivalent to UL. 580-06 test standards.
2. UL 1,897--04 test standards are equivalent to UL 1897-12 test standards.
1.
2.
3.
4.
Locke
under
Locke
Underlayment to be compliance with current Florida Building Code'(FBC)2017 6" ed..-see Chart 2507.1.1
Minimum slope to be compliant with Florida Building Code 2027 6" ed., and per with Manufacturer's installation reference.
Products are compliant with State of Florida product approval per Rule 61G20-3. Compliance Method: 1-D
Engineering analysis for "project specific approval by local authorities w/jurisdiction is allowed by other registered
engineers.
Fire classification is not part of this acceptance. Shear diaphragm values are. outside this report.
Support framing in compliance w/FBC2017 6th ed., Chapter 22 Steel, Chapter 23 Wood and Chapter 16 Structural Loading.
This report does not imply warranty, installation, recommended product use outside of this. report.
ite of independence:
iwden, P.E. does not have, not will acquire a financial interest in any company manufactur'%?r1JJ1JVpu ting products
is evaluation. ��� j�}y f"o
iwden, P.E. is not owned, operated, or controlled by any company, manufacturer, or_d%ij�'lag rod"ue�$u�rfder this
i
5 V Crimp
Fastener- #9=15 corrosion resistant w/sealing washers
24" coverage
Fastener: #9 x 15 corrosion resistant with sealing washers
in Compliance with 2017 Florida Building Code, Section 1507
Perimeter fastening: 6"o.c.
Main Field fastening12"o.c.
Panel Width: 26"
Panel Coverage: 24"maximum
26 GA Architectural Metal Roof panel
VICTORIAN CRIMP SHINGLE —
LOCK SEAM
MINIMUM 2 FASTENERS Fastener.#10x 1"
AT LOCK SEAM Zinc Plated MTW
Pancake Head
CUT 1/2 SHINGLE
2EATE STAGGERED
ERN
DRIAN CRIMP
GLES
5 V Crimp
Fastener- #9=15 corrosion resistant w/sealing washers
24" coverage
Fastener: #9 x 15 corrosion resistant with sealing washers
in Compliance with 2017 Florida Building Code, Section 1507
Perimeter fastening: 6"o.c.
Main Field fastening12"o.c.
Panel Width: 26"
Panel Coverage: 24"maximum
26 GA Architectural Metal Roof panel
VICTORIAN CRIMP SHINGLE —
LOCK SEAM
MINIMUM 2 FASTENERS Fastener.#10x 1"
AT LOCK SEAM Zinc Plated MTW
Pancake Head
CUT 1/2 SHINGLE
2EATE STAGGERED
ERN
DRIAN CRIMP
GLES
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