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r *e FL# FL17443-R1.
Application Type Revision
Code Version 2017
Application Status Approved' THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
Comments REQUIRED BY FIELD INSPECTORS THAT
Archived MAY BE NECESSARY iN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
Product Manufacturer J.A TAYLOR,ROOFING
Address/PhoneJEmail 302 Melton,Drive.
CONCEALED FASTENERS OR AT T ACHMENTS FT:FIERCE,FL 34982
ARE THE RESPONSIBILITY OF THE (772)466-4040
CONTRACTOR OR RECORD kylewhite22"aol.com
Authorized Signature Kyle Taylor
kylewh ite228@aol.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 Florida
Professional Engineer
Evaluation Report Nardcopy Received
Florida Engineer or Arcchltect.Namerwho developed.the,Locke Bowden FILE
COPY
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:
cy, Validation Checklist-Hardcopy Received
Certificate of.Independence FL17443 R1 COI FL 17443 J A Taylor 2017 Code Eval Report with Details
RSSS.12df.
Referenced Standard and Year(of Standard) Standard Year
TAS 125 2003
OL 1891 2012
_DUL580 2006
CR 1441:15oc. ce�>Zz2
Equivalence of Product Standards 'S--p
Certified By ST. LUCIE COUNTY BUILDING DIVI ION
REVIEWED FOR COMPLIANCE
Sections from the-Code REVIEWE BY �/
DATE - -
PLANS AND PERMIT MUST BE KEPT JOB
SITE OR NO INSPECTION(S) WILL MADE
Produq.Approval,Method Method i,Option D
Date Submitted, 01/24/201W
Date Validated. 02/14/2018
Date Pending.EBC,Approval 03/17/2018
Pate Approved Q4/10/2018:
Summary of products
FL# Model,Number or Name Description
174433111 S V crimp 26GA 1/2"rib he(ght,over 15/.32"APA plywood
Llrnits=of Use Installation Instructions:
Approved for use In HVHZ:No EL17443 P1 III" FL 17443 7_A Taylor 2017!;ode EVal.RepS
Approved for use outside HVHZ Yes With: =sp
D t i3t!s`R SS
„ . SZf
Impact Resistant;N/A Ver(fied By; Locke.Bowden;P:E.49704
Design Pressures+NSA/ 129,25 Created by'independent Third Party:Yes
Other:, 129.25 @ b"o:c. 69.25 @16"o,c.margin,ofisafety EvaivationAgports
2:1 with 24"max:.coverage,Install.per'manufacturers detail. FL17443 R3 AE.Ft 17.443 J A Taylor.2017 Code Eual,Repo.
Not for Use:in HVHZ. mith Detalis.RSSS.p
Created:by'Indepeirident Third Party;Yes
1:7443i2 VICTORIAN GRIMP'SHINOLE 2fiGA 1/2"RIB-PANELS.LOCK INTO'PREVIOUS PANELS;OVER
:CDX/AP.A 15/.32"'PLYWOOD'
"Limits of Use Ins tailatiow Instruct ions.
Approved for use in KOM No. FL17443' Ri. +Ih.FL 17443 3 A Taylor2017 Code EVah.Repo
Approyed for use outside HYHZ:Yes yyjrh_Deta(Is:RS55.
Impact Resistant:N/A, Verified By Locke.Bowden;,P.'E.49704
Design Pressure +N/A/-10S Createdb'y;Independent Third'Party:'Yes
Other:-105PSF`margilh. f safety.Z:1:Install per, Evaluation.Reports
;manufacturer's details and in compliance►with FBC 2017 6th 'FL17443. R1 AE FL i':7443 J A'Tay(or2017 Code%Eval Reps
ed. Not for Usean HVHZ. With'Detail9 RSSS'.ISdf:
£treated by.1n..ependent;Third,Party:Yes
_-k Nazt
Sontacrij -.10i Blair Stone-Road,Tallahassee-FL-32399 Phone%850-487-1824
TheStat2 of Florida.ls an,AA/EEO employer.Sggyllyhf 2OoO -2t113 State oi-Florida.t;.PrlvacVStatement.-�isgccessfbilay Statement t:.Refuitd-Statement'
UndemFlorida
afl to this entity.itiiste d,ccontaaeea thei.offl a by-phone-or ou by traditional ur e-mail mail Ir you haddress
a anyrquestio`ns p ease connse to tactt850.497.1395.-Pursuant to Section ronic
455.275�1),Florlda Statutes,effecUve,octobee,1,2012,llFense&,'1 ensecl under Chapter.455,F.S.must provide the Department with an:einail address if theyfiave
onq,16e emalle provided may-fie used for official communication with the licensee However email alcimsses:are public_record:,If y`oU;da,not wish to supply a personal
address,pleaso;proVide the Department with an;.email ddiess,WhIf h can be:made-availabls to the-public.To determine:if'you area licensee under Chapter 455,F.S.,
please click jlsm.
P.►oduci Approval Accepts:
Credit Card,
Safe
l
302 Milton Drive
Fort Pierce,:FL 3496.2
(7,72)466.4040
compltant with Florida Btiildirig.Code 2017*4 ed.);
Compliant-with Florida Product'Approval:Rule Q 61G20-3
Compliant quality Assurance Programs:PRI oNSTRUCf,IoN MATERIALS TECHNOLOGY
FBC Sections:1504s3.2,1507
A_1�443 24GA OR 26GA Min.5V Crimp Panel Over Min.15/32"COX Plywood NON-HVHZ�:
SV Crimp thru fastened,W l ib at each.panel edge and!.fastener in the center of the panel,24"`,net coverag%,MA MIN
A70Z:6-50,A255,.025,50ksi niin.oyes min.1S/Wthick COX:-plywood deck. Corrosion:Resistant fasfener•t19-15'HWH with
sealing washersr.metatto:wood.connecpons`w th fastenerloogth to:penetrate 5/16"ttiru substrate; Fasten alongttie:uawa.
of the rib in'the center•of panel and along the lap.First fastener to be within' of panel edges.. MIn,;SDx2 'annular,ring shank
nallsespacedIr o.C.reroofing,with lessthan 19/32"plywood(min.`15/32"),_1is:attachment is to be used 4R.addition to
existing attachment: Deck:slope 2:12 or greater and shall',be compliarit withfBC 2017,01 ed:Underlayment.See FBC 2017 0
ed.;Sec.1507'Table-1507.1.1 **Design,Pressure:_, ..:Spacin s,
-69.25 PSF'
=129.25 PSF _.'I r'P.C.._
. ORMin. Crimp • - ...
266A ASTM A792,G-5Q,AZSS,.018,5okst Victorian Crimp'Shmgle.over 5J32*'CDX/APA-Plywood attached tq roof trusses.
Corrosion ResistantFastener glOx 1"Zinc plated,MTW-Pancake Head,'instailed`at 2.per panel.into lock seam: Panels applied
with a2"exposure;adjacentshingles inserted;into lockseam ofpreviou's`shingle.Deck slope:2:12-or greater:and4hall be
compliantwith'FBC2017 6n''ed.t$nderlayment See FB,C 2017 6tKed.,Ser 1507 Table:1507A.1
"Design Pressure•
-10S P50
"DESIGN PRESSUREMaUDES A SAFETY MARGIN-OF 21
Reference Data::
TEST REPORTS
Humcane Test,U oratory'(TST-1527) 4t0224-0501-05 'fAS 125(UL 580-941)
PRUConstrutdonMaterials:Technologies'(•TST 5870): #FAg-023.02-01. U080-06/4.1L1897-042
1. UL.580-94aestsiandards..are equivalent to UL 580-06'test standards..
2. UL 1897-04 test standards are equivalent to UL,389712 tes 4roodards
(:imitations;
k. Underlayment to be:compliance with current:Florida Building Code(FBC)2017 6TM ed..see C4art.1507.1. ,
2. Minimum slope to,be compliant with.Florida Building Code.Z017 6A ed.,a"rid per with`Manufacturee ,installation reference.
3. Products are compliant with State ofFlorida product approval per Rule 61,G20-3, Compliance Methods;1-1)
4, Engineering.a.noysis.-for r'project specific approval:by locaLafuthgr(ties w%jurisdiction; s;allowed hy.other registered
engineers..
5: Fire ciassificatiO,n is not'part;of this acceptance.: Shear diaphragm:values are outside'fhis report.
6. Support framing in;coY•npliance w/FBC'2017 f4'ed.,Chapter ZZ.Steel,Chapter 23 Wood and`Chapter l6 Structural Loading.
7 This report does hot imply warranty.,installation;recommended product'use outside ofthis report.
Certificate of Independence:
Locke Bowden,P E.does,not°have,:not wiii acquire a fin..ancial:dnterest in any company,manufacturin�Qfili`loiputing products
La ke 8owdenf P E senor owned,;operatQd or controlled by an ;eom any,manufacturer,.o`q m�.I&O this
report. . • G� 5 •,, �,
seal gyp. .
,� •to
'� ;.� F L ORS •' ����:
5 V Crimp
Fastener=#9-151 corrosion resistant wlsealing washers
24 coverage
4
.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"ox..
Panel W,dth;.'26"
Panel Coverage: 24"maximum
26.GA Architectural Metal Roof panel
MINIMt1M 2 FASTENERS F6stener.*10 x V
AT LOCK SEAM Zinc Plated,OTW
-r' Pancake Head
FIELD GUT 1/2 SHINGLE
'TO CREATE:STAGGERED.
PATTERN
VICTORIAN CRIMP'
SHINGLES
d_
VICTORI.AN CRIMP SHINGLE
I D
LOCK SEAM p
E�: a
t w
t
9"EXPOSURE