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I CONCEALED FASTENERS OR ATTACHMENTS
,t F Product Approval FILE COPY ARE THE RESPONSIBILITY OF THE
' ses ueubiic user CONTRACTOR OR RECORD
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II P.iod'uct Agnrowf' Menu.:> Produtt'or-ARpiitation Search > 6kagEati Lkst > Application Detail
•' FL # FL17443-R1
Application Type Revision
Cade Version 2017' Recev o
Applicatioh Status Approved
I Comments
Archived Permitting Department
i
St. Lucie County
Product Manufacturer J.A TAYLOR. ROOFING
Address/Phone%Emall' 302 Melton, Drive
FT,.PIERCE, FL34982
(772)_466-4.040
kyiew.hilte228@aol.com
I
Authorized, Signature Kyle.Taylor
kylewhlte228 ol.com, .J
Technical Representative
Address/Phone/Email ST. LUCIE COUNTY BUILDING DZI�,V�4�13ION
REVIEWED FOR COMPLIANC
Quality AssuranceRepresentative REVIEW
DATE
AddresslPhone/Email PLANS AND PERMIT MUST BE KEP N JOB
SITE OR NO INSPECTION(S) WTI BE M
Category" Roofing SITE
i
Subcategory Metal` Roofing,
Compliance Method Evaluation Report.from:a Florida. Registered Architect or a Licensed Florida
;Professional Engineer
<a .Evaluation Report--Hardcopy' Received
Florida. Engineer or.Archltect Namemho developed.the ,Locke Bowden
Evaluation' Report
Florida License PE-497.04
Quality Assurance Entity. PRI Construction Materials Technologies; LLC
Quality:Assurance=Contract Expiratlon Date OS/23/2023
Validated By Zachary R. Priest,`P,EE
(,e Validation Checklist - Hardcopy Received
Certificate of Independence
EL:17443 R1 COI FL 17443 J A Taylor 2017 Code Eval Reoort-with Details
RSSS, Od _
Referenced Standard. and Year (of Standard) Standard Yeas
TAS 125 2003
UL 1897 2012.
UL58U 2006
Equivalence of Product Standards
Cert'ifed By
THESE PLANS AND ALL PROPOSED WORT(
Sections from the•Code ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY
9PLNECESSARY IPPLIICABLE CODES.
AN
Product, Approval Method Method 1.Option D
Date Submitted,
01/24/2018
Date Validated.
02/14/2018
bate 'Pending EB,C.Approval
02/17 2018
Date Approved
04/10/2018
Summary of products
FL #
Model, Nuinber:or Name :
Description
174:43A
_ _
5 V Crimp:
26GA 1/2" rib height. -over 15/,32' APA, plywood
Limits of Use
Installation Instructions:
Approved for use in HVHZ: No
FL17443 R1 III FL 17443 J A Taylor 2bI Code Eval Repg
witfi D ells'RSSS.pd
Approved for use. outside HVHZ: Yes
Impact Resistant, N/A
Verified By: Locke'.Bowden,; P.E, 49704
Design Pressure: +N/A/479,25-
Created.. b.y'Indepeftdeot Third Party, Yes
Other,-129.25'@ 6' o:c. -69.25 @16" o.c. margin ofsafety
Evaluation Reports
2A With 24" max.. coverage, Install per manufacturers detail.
Not for•use.in HVHZ.
; .FL17443 FkI AE FL 17443' 1 A Taylor 2017 Code Eval POrt
,with Details RSSS,119
Created'by'IndependentThird. Party: Yes
17443s2
VICTORIAN CRIMRSHINGLE
T26dA 3/2,, RIB- PANELS LOCK INTO. PREVIOUS PANELS; OVER-,
CDX/APA 15/32"'PLYWOOD _. -. .._.
Limits of Use
Approved for use.,In HVHZ: No
Approved for use outside;HVHZ: Yes
;InstallationInstructions,
R1 II- FL 17443.1 A Taylor 2017 Code Evai Repg
with. 0-igWils'11SMpAf
Impact Resistants.N/A.
Verified By: Locke Bow.den,:P:8. 49704
Design Pressure +N/A/-105
Other'- 405PSF margin -of safety 2.1: Install per
Created by Independent Third Party: Yes
Evaluation .Reports
,manufacturer's details and.in compliance With FBC 2017 6th
-ed. Not for use: in HVHZ.
-FL17443 RI AE FL 17443 J A Taylor`2017 Code' Eyal Re)
with Details RSSS:11df
Created by IndepehdentThird Party.: Yes
contact-0s M1 Blair Stone Road, TallahasseeTI- 32399.Phone* $50-487-1924
71:e.5tate of FloridaIs anAA/EEO.employer. pgvriahf 2007-2013 State ofAariEa. t:.Privacv Statement:: Accessibility Statement :.,.Refund Statement
Under Florida law;'email addresses are public. records. If you do not wantyour a -mail address released fn.response to a public -records request,,do not send.electronic
mall to thlsentity. Instead, contactthe.office byphone or by traditional mail: Ir yon;have any questions, please. contact850.487M95. *pursuant to Section
455.275(19; Florida Statutes, effective:Octoben 1, 2012, llcenseesaicensed under `ehapter.455, F.S, must provide the Department with anemail address if they have
one,,The email., provided maybe used for of8clal communication with the'licensee. However'email addresses,are public:r®cordi If. you do -not wish to supply a persona
address, pleaseprovlde the Department with an emall address_which canbe.rmide availabie to tbe'pubila :please dick !!�. To determine9f'you are alicensee under Chapter 455, r;S.;
Product Apprcvaf Accepts;:
19 AN RM MM
Gredif Card
Safe
of
TEST
Fort' Pierce, K 34962
(7n). 466-4040
&WIth Florida 64ildifig.Code 2017 (V;ed4;
irwith, Florida P(oductApproval, ktile # 61G20-3
it Qua;-1tv, Ass,UrPF149 Prograftl Pkl CONSTRUCTION MATERIALS TECHNOLOGY
onw. 1504.12, 150.7
Z G,%;�2 .O 1$, 5'0k'sUffitn. ovouthiftAS/321"t . k COX hie plywood deck:Corrosion Resistant fastener'019-15'HWH with
ing,,,washers,:ntdtal,to:wood.co . nneiWons With fastener le9th -to-,0ehd"t0'SA6-7"tht4,s bstratdFasten along. -the. -,.crown
se fib ft the center. of panel and: aJon- �the:l�p.Firti.faitenL-riol�ivAihiitr, of in. 8Dx2 anny . a n
.9 panel edges. M I t ring shank
,,tp;kciid,,6":O.Ci,r.er.odfing, withlessthan 19/321 plywood (mih. 15/421 attachment -b. ),04 __.;hFnd tisto eused .in,addition to,
drig, attachrmant. Deck: slope 2:12 dtoreater and shalt be comppant with-FlIC 2017 6M ed. UnderlayMenk- -$qe. F91C 2017$74
Sec. 1507,Ubfe,-1507.1.1 "Design Pressure: _Spaetng-
.69.25 PSF
O.C.
I-"6";-0.C.--.!
-42R.2$PSF
i Resistant:Fastener#16.x'l":Zitti:pfated, A"Pancake 'Neadjn9talled'a tZ-.Pet,oahel.!6tolbtk.seami'Panels.ap.plied
'exposure; adjacent shingles .insetted :into lock-,- dain of previous shingle. Deck slope: 212'orgreater,.and-Shalibe
itwithIBC2017 -I% cietlai dftt.-SL*FBC20176TKed.,'Se A.1
6 -.:ed. h IS07;Table:1507 J
'*Design Pressure:
_10S PSO
Test.Laboratoq-CW-15271
Reference Data:,
#0214-0561-06
on; Witerlals:7echnologies r(TS75878), - #FAE-01"2-91.
eststandards.areiequivaleni to. UL,5-86-06;test stqn0dpds.,
test standords ore eauivalerit to ijL-1897-12,',t*est&ariddids.
US 45',,(UL 5810-941)'
ULI58Q-.06/UL18.97-4,>r}Z
lJociddaymerittocbe: compliance with,currentFlodda Building Code (F8C)2017C",ed., see, Chart 18074.1.
`Minimum slope to, be compliant with.-Florida,Buildin.g.Code ZOV Ved.,and per%vith,M.ii,nufattu.rertlinstal.1.6tion reference,.
Products are compliant with State of florldoproduci approval per Rule 61;G20-3. Compliance Method: .1-0
Eri$ineeetng,analysis: for"project specific approval by local
authorities w/juiIsdicticn is allowed by other registered�
engineers..'
Fire classification is-,notpart,ofthis_ Acceptance, Shear diaphragm. values are outside'this report.
Support -'fram-' incompliance .. Chapter . . 1 -1
Thls:rdport ooesnptirriolywaffahtyi,installition; recommended productuseoutside'ofthis repo
rt.
of Independence:
does not-havenot Wilt octluir h 0 a1i an 't
. - —iciajilhdrestinahycompany
evaluation.
den, P.E..it..not owned ,,t)pEitatto,,bkcontrolled'byany company,
otod-t.icti
5 V'Crimp
Fastener- A-1 5 corrosion resistant Wseplipq washers
: 24" coverage
Fastener: #9 x 15 corrosion resistant with sealing washers
in Compliance with 2017, Florida Building Code, Section 1507
Perimetet fastening; 6"o..c.
Main Field fastening 1 2"O.C.
Panel W " idth--2.6'
Panel Coverage: 247!maximUm,
26. GA Architectural: Metal Roof Panel
VICTORIAN CRIMP SHINGLE
LOCK SE;
MINIMUM 2,FASTENERS F6stener.-#1'Ox1"
AT LOCK SIEAM Zinc. Plated ',M
TW
Pancake Head
5 CUT 1/2 SHINGLE -
R6ATESTAGGERED.
ERN
DRIAUCRIMP
GLES
TEXPOSURE