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"dUC Agproval Meng > ftaiuct or ARpiicatipn Search > ApPlicabon US t > Appli=W" Detail
FL #
FL17443-RI
Application Type
Revision RECEIVED
Code Version
2017
Application Status
Approved
Comments
Fe Sp LUCie epartment
Coup
Archived
SDB�NED ti
Product Manufacturer
I A TAYLOR ROOFING St. Lucie
Address/Phone/Email
302 Melton Drive - county
CONCEALED FASTENERS OR ATTACHMENTS
FT PIERCE, FL 34982
ARE THE RESPONSIBILITY OF THE
(77white228@
CONTRACTOR OR RECORD
kylewhite228@aol,cam
Authorized Signature
Kyle Taylor
kylewhite228@aol.com
Technical Representative
Address/Phone/Email
AND ALL PROPOSED WORK
THESE PLANS
TO ANY CORRECTIONS
Quality Assurance Representative
ARE SUBJECT
REQUIRED BY FIELD INSPECTORS THAT
Address/Phone/Email
MAY BE NECESSARY IN ORDER TO
ALL APPLICABLE CODES.
COMPLY WITH
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 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.
'I Validation Checklist - Hardcopy Received
Certificate of Independence
FL17443 R1 COI FL 17443 1 A Taylor 2017 Code Eval Report with Details
RSSS.p4I
Referenced Standard and Year (of Standard) Standard
TAS 125
UL 1897
UL580
Equivalence of Product a�
Standards
WO,
Certified By I .i \ 1I2I 123L/ 6
IL�I.Q.Q
Sections from the Code ST. LUCIE COUNTY BUILDING DI
REVIEWED FOR COMPLTANrF r
`
Year
2003
2DI2
2006
PLANS AND PERMIT MUST BE KEPT ]OB
SITE OR NO INSPECTION(S) WILVP15MADE
FA
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
Summarf of Products
I—_— __ I
I FL A Model, Number or Name
17443.1 5 V Crimp
Description
26GA 1/2" rib height over 15/32" APA plywood
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
FL17443 RI 11 FL 17443 ] A Taylor 2017 Code
Eval Rr_pgrt,
with Details RSSS pdf
Impact Resistant: N/A
Verified By: Locke Bowden, P.E. 49704
Design Pressure: +N/A/-129.25
I Created by Independent Third Party: Yes
Other:-129.25 @ 6" o.c. -69.25 @16" o.c. margin of safety
Evaluation Reports
2:1 with 24" max. coverage Install per manufacturers detail.
Not for use in HVHZ.
FLIZA43 R1 AE FL 17443 I A Taylor 2017 Cod
yW R p-g3t
with Details RSSS.Of
Created by Independent Third Party: Yes
�
__I
17443.2 VICTORIAN CRIMP SHINGLE
26GA 1/2" RIB- PANELS LOCK INTO PREVIOUS PANELS; OVE(I
CDX/APA 15/32" PLYWOOD
f
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
EL17443 RI TI FL 17443 ) A 7ayjpL2DAZ Cade
Eyal Repprt
with D colic RGS a
Impact Resistant: N/A
Verified By: Locke Bowden, P.E. 49704
1 Design Pressure: +N/A/-105
Created by Independent Third Party: Yes
Other:-10SPSF margin of safety 2:1. Install per
Evaluation Reports
manufact,rer'S details and in wmp0an[e with FBC 2017 6th
ed. Not for use in HVHZ.
FL17443 RI AE FL 17443 1 A Taylor 2017 Code
Eval ReRW
with Details RSSS pLf
—
Created by Independent Third Party: Yes
J
o .e.t
Contact Us ;: 2501 HIM, Stme Road, Tallahassee FL 32399 Pho", 650-487-1824
The sets of Middle 19 an ANEW employer. CaDVnaht 20b7-2013 State at Florida :; Priva4y Statement :: 4¢ess@Irty Statement :: 8 f nd Scat men
Under Florda law, email addresses are public retards. If you do net want your e-mail address released In response to a xiblloremrds request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please compact 850.487,1395. "Pursuant to Seaton
455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department wish an email address it they have
one. The enrolls 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 Me public. To determine it you are a licensee under Chapter 455, F.S.,
please dick here ,
Product Approval Accepts:
M 0 FOM S
Credit Card
Safe
Fort Pierce, FL 34962
(772)466-4040
Compliant with Florida Building Code 2017 (6' ed.)
Compliant with Florida Product Approval Rule # 61G20-3
Compliant Quality Assurance Program: PRI CONSTRUCTION MATERIALS TECHNOLOGY
FBC Sections: 1SD4.3.2, 1507
SV Crimp thru fastened K" rib at each panel edge and 1 fastener in the center of the panel, 24" net coverage, 26GA ASTM
A792, 6-50, AZ55, .018, SOksi min. over min.15/32" thick COX plywood deck. Corrosion Resistant fastener 49-15 HWH with
sealing washers, metal to wood connections with fastener length to penetrate 5/16" thru substrate. Fasten along the crown
of the rib In the center of panel and along the lap. First fastenerto be within 3" of panel edges. Min. 8Dx2" annular ring shank
nails spaced 6" O.C. reroofing, with less than 19/32" plywood (min.15/32"), this attachment is to be used in addition to
existing attachment. Deck slope 2:22 or greater and shall be com nt with FBC 2017 0ed. Undedayment: See FBC 2017 6TM
ed., Sec 1507 Table 1507.1.1 **Design Pressure:lia
Spacing:
-69.25 PSF
16" O.C.
-129.25 PSf
6" O.C.
Z6GA ASTM A79Z, G-5D, AZ55, .D1a, SOW Victorian Crimp 5hmgle over 15/3Z" COX/APA Plywood attached to roof trusses.
Corrosion Resistant Fastener#10 x 1" Zinc plated, MTW Pancake Head, installed at 2 per panel into lock seam. Panels applied
with 12" exposure, adjacent shingles inserted into lock seam of previous shingle. Deck slope 2:12 or greater and shall be
compliant with FBC 2017 6TM ed. Underayment: See FBC 2017 6T" ed., See.1507 Table 1507.1.1
"Design Pressure:
-105 PSF
ucmun rncaaarnc nvuww A. rc i r mr,nonr yr cu
Reference Data:
TEST REPORTS
Hurricane Test laboratory (TST-1527) #0224-0501-06 TAS 125 (UL 580-941)
PRI Construction Materials Technologies (TST-5878) #FAE-023-02-01 UL580-06/UL 1897-041
1. UL 580-94 teststandards are equivalent to UL 580-06 test standards.
2. UL 1897-04 test standards are equivalent to UL 1897-12 test standards.
umnauons:
1. Undedayment to be compliance with current Florida Building Code (FBC)2017 6TM ed., see Chart 1507.1.1
2. Minimum slope to be compliant with Florida Building Cade 2017 66 ed., and per with Manufacturers installation reference.
3. Products are compliant with State of Florida product approval per Rule 61G20-3. Compliance Method: 1-D
4. Engineering analysis for "project specific approval by local authorities w/jurisdiction is allowed by other registered
engineers.
S. Fire classification is not part of this acceptance. Shear diaphragm values are outside this report.
6. Support framing in compliance w/FBC 2017 6v ed., Chapter 22 Steel, Chapter 23 Wood and Chapter 16 Structural Loading.
7. This report does not imply warranty, installation, recommended product use outside of this report.
Certificate of Independence:
Locke Bowden, P.E. does not have, not will acquire a financial Interest in any company manufacturinp,illi )Siituting products
under this evaluation. •stiVt B0WOrr'r9
Locke Bowden, P.E. is not owned, operated, or controlled by any company, manufacturer, or f in ro t(e$[tlA#r this
report. .�OG`�: ��,E�SE A •,• .�'
0
seal No• 471._t/J✓ :' iil/
�Ew
SAP Q':
PLOR�� ��
5 V Crimp
Fastener- #9-15 corrosion resistant w/sealing washers
coveraqe
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 fastening 1 2"o.c.
Panel Width: 26"
Panel Coverage: 24"maximum
26 GA Architectural Metal Roof panel
VICTORIAN CRIMP
MINIMUM 2 FASTENERS
AT LOCK SEAM
) CUT 1/2 SHINGLE
REATE STAGGERED
ERN
ORIAN CRIMP
GLES
�I
9"EXPOSURE
Fastener.*#10x 1"
Zinc Plated MTW
Pancake Head