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.� FL# FL14520-R1
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on
' Code Version 2010
y '�"` Application Status proved
Comments
Archived F_
Product Manufacturer 1 A TAYLOR ROOFING
Address/Phone/Email 302 Melton Drive
FT PIERCE, FL 34982
(772) 466-4040
fivalidation@yahoo.com
Authorized Signature Kyle Taylor
fivalidation@yahoo.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email n -
Category Roofing
9 9 -
Subcategory Metal Roofing _
�. jr
Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed
Florida Professional Engineer
I— Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who Charles L THOMAS
developed the Evaluation Report
Florida License PE-29439
Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date 04/11/2021
Validated By Locke Bowden
7 Validation Checklist- Hardcopy Received
Certificate of Independence FL14520 R1 COI Certificate of Independence FPA.pdf
Referenced Standard and Year(of Standard) Standard Year
TAS 125 2003
Equivalence of Product Standards
Certified By
http;//floridabuildin-.org/pr/pr_app_dtl.aspx?paranl=w-GEVXQ AlDquxTVBjriRcYsCCTD3 D3z4Qf6pO9... 1/16/2012
—I 4A... Page 2 of 2
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 11/07/2011
Date Validated 11/07/2011
Date Pending FBC Approval 11/10/2011
Date Approved 12/06/2011
Summary of Products
JFL# _____]JModel, Number or Name Description
114520.1 _____Jlg_V CRIMP 26GA METAL ROOFING PANEL
' Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14520 Ri 11 5V Crimp Evaluation
Approved for use outside HVHZ: Yes Report Details Rev.pdf
Impact Resistant: N/A Verified By: PRI Construction Materials Technologies,
Design Pressure: +N/A/-129.25 LLC
Other: The required design wind loads shall be Created by Independent Third Party: Yes
determined for each project per the Florida Building Evaluation Reports
Code. The maximum fastener/clip spacing listed herein FL14520 R1 AE 5V Crimp Evaluation Report Rev.odf
shall not be exceeded. This product is not evaluated for Created by Independent Third Party: Yes
use in the High Velocity Hurricane Zone.
MaCK j Next
Contact U 1940 North Monroe Street,Tallahassee FL 32399
The State of Florida Is an AA/EEO employer.Copyright 2007-2010 State of Florida, ::privacy statement::Accessibility statement:;Refund Statement
Under Florida law,e-mail addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not
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Product Approval Accepts:
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littp://floridabuiIdint.,,.org/pr/pr_app_dt].aspx?parani=wGEVXQ,A,tDquxTVBjriRcYsCCTD3D")z4Qf6pO9... 1/16/2012
J.A.Taylor Roofing Inc. -
Evaluation Report for
26 ga.5V Crimp Metal Roof Assembly
FL#14520-RI
Evaluation Report
Report for: J.A.Taylor Roofing Inc. Date: November 3, 2011
302 Melton Drive
Fort Pierce, FL 34982
-
Building Code:2010 Florida Building Code Compliance Method: Rule 9N-3.005(l)(d)
Section(s): 1504.3.2 Category: Roofing
Project No.: FAE-001-01-01 lb-Category: Metal Roofing
Scope: Product Category. Roofing
Sub-Category. etal Roofing
Compliance: /The 26 ga. 5V Crimp Metal Roof Assembly described
herein has demonstrated compliance with Section
1504.3.2 of the 2010 Florida Building Code_
References: Test Application Standard (TAS) 125-03 Standard Requirements for Metal
___-Ro-ofmg-S-y-,stems,-Secbon-8-testing-pur-suant-to-Hur-ricane-Test-Laboratory,—LL-C—
(FBC Organization ID No. TST1527) report no. 0224-0501-06, dated October 31,
2006.
Report addendum for report no. 0224-0501-06 (Specimen #1, 2, &4) issued by
Hurricane Test Laboratory, LLC (FBC Organization ID No. TST1527), dated-
September
atedSeptember 28, 2011
Drawings # '26" 5V 24" Coverage' issued by Hurricane Test Laboratory; LLG
(FBG Organization ID No.TST1527),dated September 20,2011.
Engineering Analysis by PRI Construction Materials Technologies
Organization No.TST5878),dated April 19,2011.
Product Description:] 6V Crimp panel, minimum 26 ga. corrosion resistant steel (Grade 80), 26" pan'el-
(24" maximum coverage), %" ribs; material shall comply with 2010 Florida
Building Code, Section 1507.43.
JMinimum #9-15 HWH corrosion resistant fasteners with sealing washers
designed for metal to wood connections of sufficient length to penetrate 5116"
through the sheathing. Material shall comply with 20`10 Florida Building Code,
Section 1507.4-4.
Limitations: Limitations and Conditions of Use include the following.
* This evaluation does not include use of the product within the High-Velocity
Hurricane Zone(HVHZ).
* Fire Classification is not within scope of this Evaluation Report: refer to a
current Approved Roofing Materials Directory for fire ratings of this product.
Page 1 of 3
JA.Taylor Roofing Inc.
Evaluation Report for
26 ga.6V Crimp Metal Roof Assembly
FL#14520-R1
• The product shall be installed in accordance with the Manufacturer's
instructions and the Roof Assemblies section herein.
• Modifications of the products as evaluated herein are beyond the scope of
this evaluation.
• All products listed herein shall have a quality assurance audit in accordance
with F.A.C. Rule 9B-72.
Roof Assemblies: Assembly No. 1
Max Design Pressure: -69.25/
Slope: 2:12 or g eater/
Dock: Minimum 15132Y/Plywood or wood plank
Deck Attachment in accordance with the applicable Code. In no case less
than minimum 8d x 2"annular ring shank nails spaced 6'
o.c. In reroofing,where the deck is less than 19/32"thick
(minimum 15/32")the above attachment method must be
in addition to existing attachment. Deck attachment to
be designed by others.
Underlayment., Minimum ASTM D 226, Type 11 (No. 30) in accordance
with Section 1607.2.8 of the 2010 Florida Building Code
or any Approved underlayment having current Florida
-----Statewid"r-LGoal-P-roduct-Appmvai---
6V Crimp Panels: f Installed in accordance with Manufacturer's installation
instructions. Minimum #9-15 corrosion resistant
fasteners with sealing washers designed for metal to
wood connections of sufficient length to penetrate 5AW
through the sheathing installed 16" o.c. along the crown
of the rib in the center of panel and along the lap (See
Drawings).
Asselv No. 2
Max Des* Pressure: -12915
Slope: 2:12 or greater
Deck: Minimum 15/32" plywood or wood ink
Deck Attachment: Ina ordance with the plicable Code. In no case less
than * imurn 8 .annular ring shank nails spaced 6"
o.c. In re g, where the deck is less than 19/32"thick
(mini 1 2")the above attachment method must be
in dition to isting attachment. Deck attachment to
t
be designed by of rs.
Underlay t Minimum ASTM 0 226, Type 11 (No. 30) in accordance
with Section 1507.2.8 of a 2010 Florida Building Code
or any Approved underlay ent having current Florida
Page 2 of 3
` ~
x�Taylor Roofing Inc.
'
Evaluation Report for
26 ga.5u Crimp Metal Roof Assembly
FL#14520-RI
Statewide orLocal Product Approval.
5VChmpPanels: Installed in accordance with Manufacturer's installation
instructions. Minimum #8'16 corrosion resistant
�
fasteners with sealing wmphano designed for metal to
�
wood connections of sufficient length to penetrate 5/18^
.
through the sheathing installed 8^o.n. along the crown cf
.
the rib in the center of panel and along the lap (Seo
i
Drawings).
|
Drawings:
5-V PANEL PROFILE
24" Coverage
�
Quality Assurance: Keystone Certifications. (FBC Organization No.QUA1824)
Charles L.Thomas, P.E.
Flodda Registered Professional Engineer
PE No.:29439
FBC Organization No.:ANE008
14609 Dixie Hwy, Huds6n, FL�34667
Page 3 of 3
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BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff SCIS Site Map Links Search
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'=wRFL# FL9777 R3
Application Type Revision
Code Version 2010
Application Status Approved
Comments
Archived
Product Manufacturer Owens Corning
Address/Phone/Email One Owens Corning Parkway
Toledo, OH 43659
(740)404-7829
greg.keeler@owenscorning.com
Authorized Signature Greg Keeler
greg.keeler@owenscorning.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Underlayments
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florid I
Professional Engineer ✓—
Evaluation Report - Hardcopy Received as:
Florida Engineer or Architect Name who developed the Zachary R. Priest KkP
Evaluation Report —
�I r
Florida License PE-74021 A_ I�
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 03/08/2015 _ -
Validated By Locke Bowden
Validation Checklist- Hardcopy Received
Certificate of Independence 1,14»7 R-1COI 0r=1214002 EvaluationReport 2nio Far Wenn-ho rrL
05021.'4-Pdf -
Referenced Standard and Year(of Standard) Standard VPR
ASTM D 1970 2001
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 05/06/2014
Date Validated 05/08/2014
Date Pending FBC Approval 05/08/2014
Date Approved 06/23/2014
Page 1 of 2
Florida,Building Codeftftpfi.Moridabuilding.org/pr/pr_appjtl.aspx?param=wGEVXQwtDqtgkcMGbicW71%2fZr7gduqvK%2byVUTv85iuE%3d
Summary of Products
FL# Model,Number or Name Description
.9777.1 Weatherlock G Weatherproofing Un,derlayment
Limits of Use Installation Instructions
Approved for use in HVHZ: No El 9772P-471017R140112 E"Al"Altion Report ?nl a F:Pf-
Approved for use outside HVHZ:Yes Wpathpd nck 050214 prif
Impact Resistant:N/A Verified By: Zachary R. Priest 74021
Design Pressure: N/A i Created by Independent Third Party: Yes
other:See evaluation report for limits of use. Evaluation Reports
El 9777-121-ALE-OCR1 411 ? Fvali mfinn Ppport 7111()FRC
Wzathf
Created by Independent Third Party:Yes
9777.2 Weatherlock MAT Waterproofing Underayment
Limits of use Installation Instructions
Approved for use in HVHZ:No 1119777 R-4 IT nrRl4nf)) F:rat,;qj';on Ra rt ')Mn PPC
Approved for use outside HVHZ:Yes Wpath andr�qn714.prjf
Impact Resistant*N/A Verified By; Zachary R, Priest 74021
Design Pressure: N/A Created by Independent Third Party: Yes
Other:See evaluation report for limits of use. Evaluation Reports
151 Q-7:Z7_Q3_AE_f)fRI 4an2 Evaluation Re-prirt '?nl C)FRr
ili/P.Pittiprl nr k 171517171 A pdf
Created by independent Third Party:Yes
9777.3 WeatherLock Specialty Tile&Metal i Weatherproofing Underlayment
Limits of Use Installation Instructions Report 20113 FPC
Approved for use in HVHZ: No E19777 R1 IT DCR14002 E
Approved for use outside HVHZ.*Yes Weat b �oa i7go:z 14 prif
Impact Resistant, N/A Verified By: Zachary R. Priest 74021
Design Pressure:N/A Created by Independent Third Party:Yes
Other.See evaluation report for limits of use. Evaluation Reports
F:iQ777_P';l_AF:_r)r_,l;zl4nn? F\aj"Atjn,, PP.pnCt 2nI0 EBC
)AIPathp1:1 ark 050714 prif
Created bv Independent Third Partv: Yes
CrA,t llc:: 1Q4rj North M-,qft Tall,hF1 227qq Ph--A';n-4R7-1R?A
The State of Florida is an AA/EEO employer.ral:uFricht 7nn7-)n17 qMrp of Flnrirla ::Pri—V';fatPmPnr;:ArrPsfhilitje qtntemPnt
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 850.487.1395.*Pursuant to
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if
they have one.The emalls 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 click here_.
Product Approval Accepts:
49— F=7__' M
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Page 2 of 2