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Fl- IFL17443-R1,
Appiicatio,.n Type Revision
Code Version 20I7
Application "Status ;Approved'
I
Comments
Archived
Product Manufadwer
IJ..A, TAYLOR. ROOFING
Address/Phone/Email
302 Melton DrlVe
FT:PIERGE, FL3,4082
(772}4b6-4040
kylew.hite22p..@aol.com
Authorized, Signature
kyle`Taylor
kylewhite228@aol.comi
Technical Representative
I
Address/Phone/Email
QualityAssu.rance :Representative
Address/Phone/Email
Category Roofing
Subcategory. Metal'Roofing;
Compliance Method Evaluation Report:from a: Florida. Registered Architect or a Licensed Florida
Professiorial Engineer
�> :EValuation Report -: Hardcopy Received
I
Florida'. Engineer or Architect Name.who developed theLockeBowden
Evaluation`. Report.
Florida License PE-49704
Q . Uarktyr Assurance Entity, PRI Construction Materials Technologies; LLC
Quality:Assurance Contract Expiration Date 01/23/20,23
Validated By Zachary R. Prlest,:PX.
+, t Validation Checklist - Harddopy Received
Certificate of. findependeace-
EL-11443 R1 COh FL 17443 3 A Taylor 2017 Code Eval Reoort-with Derails
.RSSS.pdt
Refetenced Standard aild Year (of`Standard) Standard`
TAS 125
bl-1897
UL580
Equivalence of Product Standards
Certified .By
Sections from the Code
-Year
2003
2011
2006
VF
Rrodqq,. Approval. Method Method i. Option D
Date, Submitted,
01/24/2018
Date Validated.
02/14/2618:
Date Pending F13C.Approval
N/17/2018
Plate Approved
Summary of products
FL # Model, N ; I
umbew�or Name,
Description
Crimp
'.17.443.1.1 ,
112" ribheight',over 15/32" APA.-Plywood
Limits,of Use f
1nstallatlon Instructions
Approved fo'r,.ute In HVHZ* No
Approved formse outside HVHZ: Yes
Impact Resistant: N/A
FL17443 R1 -I! K 17443'j A Taylor 2017 CodeEybi Report.
with Detaj a R A-df
Verified By: L&ke. Bowden, P. E. 49.704,
Desl§n Pressure.: +N/N-129,25
Other: -129.26g, 611 ox. -69.25 @161 ox. margin, o
2: 1 WltK 24!' rrlax.- coverage Install per manufacturers
:Not for Use in HVHZ,
safety
detall.
Created by Indepeindent Third Party,' Yes
;.Evaluation Reports
FLi 744i u AE FL 1744 I A Taylor '2017 Code EvaL&Port
,.With Oetails Rssmd
Created by, Independent Third. P;prty,. Yes,
174 43.2
VICTORIQN iLE
1/2" RIB- PANELS LOCK INTO •PREVIOUS PANELS;'OVER
1
CDX/APA 15/32"'PLYWPOD-
Limits of Use
Approved for. use In HVHZ: No
Approved for use outside: IJV14Z: Yes.
Impact Resistant-. NIA.
Design Pressure: +,NIA.1-105
Other: -.105PSF ma rilh, ofsa
safety. 2: 1i Install per,
:manufacturer's details and In compliatide 'WI.th'FBC 2017 6th
�ed. Not1or 0s6: In HVHZ,
Installation Instructions.
EL1W43; -_q- II,'FL 174411 L]faylor 2Q17 tode" Evali Re
"with :Details RSSS,W
Verified By; Locke.,Bowden;, P. E 40704
Created ti�,'Irldependent-Thlrd'Party: Yes
Ev ation Reports
FL17443. R1 6E F1 174 'bde, EyaL&port
Cr.eatL&d'6i�hd6pond,en.tT4tTd.,P%irty: Yes
I Ea r-----R
-Contad U -TaIIbhassfte!FL,32399 PlIone# 85!2-487-1824
The.Stetie of Florida GIs an AA/EEQ.empIoyer,. Ed=y-'ItatLrue-U.,::AccesslbillW Statement:., Refund Statement.
Under Florida IaW, email addresses are pubIl6tecords. If you do not.wantyour e-mailaddress released . In.response to a public-recordd request,�do not send electronicmail to this entlty. Instead, contact.the,office byphone by tradItIo6al mail, Ify-ou.,haveany qdeswns; please contact-850.4117.1395. 'Pursuant to Section
455.275(1), Florida statutes, e"ve,qctobee 1,.-2012, llcensees,'Ik&ised under Chapter 455, F.S. must provide the Department with an'emall address If tl�ley 0avq
0 ne, th6 e � alli provided maybe used for Official communication wtth th'e'llcenso�e. Howeve e all addresses are Public reco�.d.Jlf;ydd:do:not'wish 't0 supply a personal
m 1r, m I -
address, please Department address bemadd a'vallable:tothe,public. Toditermine:ifyou are-alleensee under Chapter 455, F.S'j
please dick hqL.
ProkltictAoor&A[Acciib:,
E0 . M
Cr6dit Card:
Safe
Complia'Ot"With Florida Building Code 201T(W" ed:)'
Compliant -with, Rotida*oditct;ApordVal..Nle # 61G20,--3
Compliant 'Quality Assurance P-rogrA#h;,PRI CONSTRUCTION MATERIALS TECHNOLOGY
FBC Sections: 1504.3.2,1507
SV Crimp thrufastened :W!--rIb,at eacfi,,panelvdge-and I
A792, G-!% AZ$S#.0U5�, okii Min'. over mffiISAk'41111
seallng,washers,:metalto.wood:connoWiDits. with faste
of the rib In the center of panel and: along the lap. First.
302 Milton Drive
Fort, Pierce;. R 34962
(771) 466.4-04-0
rt theventetof the ' pairtel, Z4";,,fietcoverage ;-, 266A ASTM
Nood:deck-. Corrosion Resistant fastener #9-I5'HWH ' with:
to,000fatd S/iO thrO substrate: Fasten along ,thea .own
!,be-WiOilrf r of panel edges. ik.11in.. 60-0"annu'lai ring shank
,06;Is,spacdd,.6"-0.Ci reroofing, with lessthan 19/32"- plywood (min. 15132"),this attachment is to; . beused in;additI
rt to
ex,1910ft atta,thmiont.. Deck: slope 2.12 or.greater and shall be com I P lantwith+13C2017 61P ed. Uaderlayment:See ROW 0.
ed.; Sec. 1071a6le'I507.1.1 "Design Pressu :1 Spacing:
-229.2$ PSF
Corrosion Resistant'Fastener,416 x ".lint plated, N" Oadtake Neaddrittalled.at Z.,perpaneiinto lockseaimi Panels applied
withal"' exposure; adjacentshlinglesinserted into lock seam of1pr6'VI0UsihJh -12'or greater.and shall be
gle."Deck slope 2*
compl-tantwithti3tiO!70.,,.ed.uhdo.tloV;hL-titi.See F.B,c2oi7o*e.d6,-so-c..ls0*7�.Ti3ble.,IS07.1.1
"VesignPresiure:
-16S Pso,
Reference Data:.
TEST REPORTS
Hurr.ic.aiie,Test.LAboratbry'(TST-1527) 80224-4561-06 US 125 (UL 580-94"):
-Pkl'coiistfutfidn'Mbterials:T.echnalogibs'(IST,=Sglg): #FAE-023.92-01 UL 580-06/.UL 1897-W
1. UL.580-94:test standards ore equivalent to Uf-59"&teststandords..
2, UL 1897-04 test standards are eatrivalent. to I1L-1897--121est-standdfds.
UrriltattOns,
1. Underlaymentto, be, compliance witKcurrent.FloddA Building Code (FBC)2017 -Vt ed., see Chart,18071A
2. Minimum sid eto- be compliant with: Florida Building C - ode2dij, 6w
ed.,and p(!rWi.th"Mgriuf,attu.reet,ins.tal-l-etioh reference.
�3. Products are compliant With State ofFtclodda produ , approval A e.r kuld.61qip-3. Compliance Method: 1ID
4. Eng.ineering.analysis for 'project specific approval by local, U.a ... th .1 1 �es w/ authorities �urisdicti6h is allowed by other registered'
engineers.
5. Fire classification m.not' partO this atceptwite'! Shear diaphragmvalues are outside*this repo(t.
6. Support:;framing .incompliance w/FBC201761h!ed Chapter,21 Steel, Chapter 19 Wood and 'Chapter 16 Structural Loading,
7. T.his.report does not imply warranty, installation; recommended product:useoutside of this report.
Ceirtificaite 6f'Independencez
.Locke: Bowden,P.-E. doesmot'have, not will actl"I(0 affhan,dal Interest In ;any
underthis evaluation.
Locke Bowden, Pit, is not opetOtOd,-or; controlledby any,compani ry
report.
z
0
1-40 ,
� seat 10.
FL
A6 S 5-2
o:.Slo
5 V Crimp
F a-stehet- #9-15 corrosion resistant w/se.aling washers
24" coveraqe
Fastener: #9 x 15 corrosion resistant with sealing washers
in Compliance with 2017 Florida Building C6de, Section 1.507
1. 1 ,
Perimeter fastening: 6"o.c.
Main., Field fastening 1 2"o.c.
Pa : net Width: 26"
Panel Coverage: 241"rhaxirhdm.
26. GA Architectural, Metal Roof'.panel
VICTORI,AN CRIMP SHINGLE
LOCKSE
MINIMUM 2 FASTENERS
ATLOCK SEAM
) CUT 1/2 SHINGLE
;"EATE STAGGERED
ERN
DRIAN CRIMP
GLES
9",EXPOSURE
D
CO
0
M
X,
Fastener* 10 x 1 "
Zinc Plated'MTW
Pancake Head