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Product Approval RECEIVED
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USER:Public User
JAN 2 1 2021
Product ADOrOVai Menu>Product or Application Search>Agollcanon ust>Application Detail
Permitting DEpartment
FL# FL7849-R13 St. Lucie Ccunty
Application Type Revision
Code Version 2020
Application Status Approved e �®
*Approved by DBPR.Approvals by DBPR she l e reviewed a tifled by
the POC and/or the Commission if necessary.
Comments fE
' �0�YY�
Archived Y I E EDL FF V F
Product Manufacturer Boral Roofing CODE COMPLIANCE
Address/Phone/Email 7575 Irvine Center Drive STa VCIE COUNTY
Suite BOCC l f?l C/1
Irvine,,C CA 92618
(801)380-6091
RobinAnderson@boral.com
Authonzed Signature Anderson Robin
Robi nAnderson @boral.com
Technical Representative Robin Anderson
Address/Phone/Email 10701 So. River Front Parkway
Suite 300
So.Jordan, UT 84095
(801)380-6091
robinanderson@boral.com
Quality Assurance Representative Robin Anderson
Address/Phone/Email 7575 Irvine Center Dr. #100
Irvine, CA 92618
(801) 380-6091
robinanderson@boral.com
Category Roofing
Subcategory Roofing Tiles
Compliance Method Evaluation Report from a Product Evaluation Entity
Evaluation Entity IAPMO Uniform Evaluation Services LLC.
Quality Assurance Entity QAI Laboratories
Quality Assurance Contract Expiration Date 12/31/2025
Validated By Gary W. Walker
Validation Checklist- Hardcopy Received
Certificate of Independence FL7849 R13 COI iAPMO -niforn ES-Certificate of Independence.odf
Referenced Standard and Year(of Standard) Standard Year
ASTM C1492 2009
ASTM E108 2016
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option C
Date Submitted 11/09/2020
Date Validated 11/10/2020
Date Pending FBC Approval
Date Approved 11/18/2020
Summary of Products
Go to Page ® 0 0 Page 2/2 0 0
FL all Model,Number or Name Description
7849.21 Saxony 900 Flat Profile-Okeechobee,FL
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL7849 R13 II EBS-Installation.pdf
Approved for use outside HVHZ: Yes FL7849 R13 II Florida Hi Wind—ile Installation Manual-
Impact Resistant. N/A 6th Edition.pdf
Design Pressure: N/A ( Verified By: IAPMO Uniform Evaluation Services LLC.
Other: Created by Independent Third Party:
Evaluation Reports j
FL7849 R13 AE UES ER-412.12df
7849.22 Saxony 900- Hartford Slate,Shake, I Flat Profile-Stockton,CA
Slate,Country Slate&Split Old
English Thatch I
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL7849 R13 II EBS-Instalition.pdf
Approved for use outside HVHZ: Yes FL7849 R13 I: Flonda High Wind_-ile Installation Manual-
Impact Resistant: N/A 6th Edition.pdf
Design Pressure: N/A Verified By: Gary W. Walker 40455
Other: Created by Independent Third Party: Yes
Evaluation Reports
FL7849 R13 AE UES ER-412.pdf
7849.23 Saxony 900-Shake&Slate Flat Profile-Lathrop,CA
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL7849 R13 II EBS-Installtion.odf
Approved for use outside HVHZ: Yes FL7849 R13 II Florda High Wind Tile Installation Manual-
Impact Resistant: N'A 6th Edition.odf
Design Pressure: N,A Verified By: Gary W.Walker 40455
Other: Created by Independent Third Party:Yes
Evaluation Reports
FL7849 R13 AE UES ER-412.g�
7849.24 Saxony 900-Shake,Slate&Country Flat Profile-Henderson, NV
Slate
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL7849 R13 II EBS-InstallCion.Ddf
Approved for use outside HVHZ: Yes FL7849 R13 II Florida Hi Wind Tile Installation Manual-
Impact Resistant: N/A 6th Edition.0
Design Pressure: N/A Verified By: Gary W.Walker 40455
Other: Created by Independent Third Party: Yes
Evaluation Reports
FL7849 R13 AE I ES ER-412.pdf
7849.25 Saxony 900-Shake,Slate,Split Flat Profile- Lake Wales, FL
Shake&Country Slate
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL7849 R13 I1 EBS-Instalition.odf
Approved for use outside HVHZ: Yes FL7849 R13 II Florida High Wind Tile Installation Manual-
Impact Resistant: Ni A 6th Edition.odf
Design Pressure: NiA Verified By: Gary W.Walker 40455
Other: Created by Independent Third Party: Yes
Evaluation Reports
FL7849 R13 AE UES ER-412.gd
7849.26 Saxony 900-Slate,Shake&Country Flat Profile-Rialto,CA —
Shake
Limits of Use I Installation Instructions
Approved for use in HVHZ: No FL7849 R13 II EBS-Installtion.pdf
Approved for use outside HVHZ:Yes FL7849 R13 II Florida High Wind Tile Installation Manual-
it
Impact Resistant: N/A 16th Edition.W
Design Pressure: N/A Verified By: Gary W.Walker 40455
Other: I Created by Independent Third Party:Yes
Evaluation Reports
FL7849 R13 AE UES ER-412.Qdf
7849.2-, Telas Espana/Barcelona Hlgh Profile-Katy,TX
Limits of Use Installation Instructions
Approved for use in HVHZ: No I FL7849 R13 II EBS-Installation.odf
Approved for use outside HVHZ: Yes FL7849 R13 II Florida High Wind Tile Installation Manual-
Impact Resistant: ^J 16th Edition.odf
Design Pressure: -a , Verified By: IAPMO Uniform Evaluation Services LLC.
Other: I Created by Independent Third Party:
Evaluation Reports
FL7849 R13 AE UES ER-412.pdf
7849.26 %il a -- Low Profile-Katy,TX —
Limits of Use Installation Instructions
Approved for use in HVHZ: Nu FL7849 R13 II EBS-Installation.{
Approved for use outside HVHZ: Yes FL7849 R13 II Florida High Wind Tile Installation Manual-
Impact Resistant: `d 6th Edition.odf
Design Pressure: Verified By: IAPMO Uniform Evaluation Services LLC.
Other: Created by Independent Third Party:
Evaluation Reports
FL7849 R13 AE UES ER-412.Ddf
7849.29 / _ Low Profile-Phoenix,AZ
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL7849 R13 II EBS-Installation.odf
Approved for use outside HVHZ: Yes FL7849 R13 II Florida High Wind Tile Installation Manual-
Impact Resistant: Pi;.A ;6th Edition.odf
Design Pressure: Verified By: IAPMO Uniform Evaluation Services LLC.
Other: Created by Independent Third Party:
Evaluation Reports
FL7849 R13 AE UES ER-412.odf
7849.30 Villa 600&900 Low Profile-Rialto,CA
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL7849 R13 II EBS-Installtion.odf
Approved for use outside HVHZ: Yes FL7849 R13 II Florida High Wind Tile Installation Manual-
Impact Resistant: N/A 6th Edition.pdf
Design Pressure: N/A Verified By: Gary W.Walker 40455
Other: Created by Independent Third Party: Yes
Evaluation Reports
FL7849 R13 AE UES ER-412.pdf
7849.31 Villa 600&900 Low Profile-Stockton,CA
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL7849 R13 II EBS-Installtion.odf
Approved for use outside HVHZ: Yes FL7849 R13 II Florida High Wind Tile Installation Manual-
Impact Resistant: N A (6th Edition.odf
Design Pressure: Verified By: Gary W.Walker 40455
Other: i Created by Independent Third Party: Yes
Evaluation Reports
FL7849 R13 AE UES ER-412.pd
7849.32 Villa 900 Low Profile-Lake Wales,FL
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL7849 R13 II EBS-Instal lti on,pQ
Approved for use outside HVHZ: Yes FL7849 R13 II Florida High Wind Tile Installation Manual-
Impact Resistant: N/A 16th Edition.odf
Design Pressure: N/A Verlfied By: Gary W.Walker 40455
Other: Created by Independent Third Party: Yes
Evaluation Report
FL7849 R13 AE UES ER-412.12df
7849.33 Villa 900 Low Profile-Stockton,CA
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL7849 R13 II EBS-Installation.odf
Approved for use outside HVHZ:Yes FL7849 R13 I: Florida High Wind Tile Installation Manual-
Impact Resistant: N t 6th Edition.odf
Design Pressure: % A Verified By: ICC Evaluation Service, LLC
Other: Created by Independent Third Party:
Evaluation Report
FL7849 R13 AE UES ER-4:2.pdf
7849.34 Low Profile-Denver,CO
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL7849 R13 II EBS-Installation odf
Approved for use outside HVHZ: Yes FL7849 R13 II Florida High Wind Tile Installation Manual-
Impact Resistant: N/A i 6th Edition.=
Design Pressure: WA Verified By: IAPMO Uniform Evaluation Services LLC.
Other: Created by Independent Third Party:
Evaluation Reports
FL7849 R13 AE UES ER-412.odf
7849.3S j Villa Impact Low Profile-Denver,CO
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL7849 R13 II EBS-Installation.pdf
Approved for use outside HVHZ: Yes FL7849 R13 II Flor'da High Wind Tile Installation Manual-
Impact Resistant: N 6th Edition.odf i
Design Pressure: Verified By: IAPMO Uniform Evaluation Services LLC.
1
Other: Created by Independent Third Party:
Evaluation Reports
FL7849 R13 AE UES ER-412.pd
Go to Page 0 0 Page 2/2 0
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida:s an WEED employer.Coovright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.Y 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 mad.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 H they have one.The emads
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 avadaole to the public.To determine if you are a licensee under Chapter 455,F,S.,please dick hers-.
Product Approval Accepts:
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VE • - 412
Originally Issued: 07/31/2015 Revised: 08/21/2020 Valid Through: 07/31/2021
BORAL ROOFING 3.0 PRODUCT USE
7575 Irvine Center Drive,Suite 100
Irvine,California 92618 3.1 General: Boral Roofing Concrete Roof Tiles shall be
(949)756-1605 used as a roof covering in accordance with IBC Section
www.boralamerica.com 1503 or IRC Section 903.as applicable.
CONCRETE ROOF TILES 3.2 Installation:
CST Section: 3.2.1 Installation when installed in accordance with the
07 3216 Concrete Roof Tiles requirements of the 2018 IBC or IRC: Boral Concrete
Roof Tile shall be installed in accordance with 2018 IBC
1.0 RECOGNITION Section 1507.3 or 2018 IRC Section R905.3, including the
Boral Roofing Concrete Roof Tiles recognized in this report attachment requirements of 2018 IBC Section 1507.3.7 or
have been evaluated for use as concrete roof tiles. The 2018 IRC Section R905.3.7,as applicable. Underlayment
weather resistance, wind uplift resistance and fire shall conform to 2018 IBC Section 1507.1.1 or 2018 IRC
classification properties of the roof tiles comply with the Section R905.1.1
intent of the provisions of the following codes and
regulations: 3.2.2 Installation when the 2015,2012,2009 or 2006 IBC
or IRC is applicable: Boral Concrete Roof Tile shall be
• 2018, 2015, 2012, 2009, and 2006 International fastened in accordance with The Concrete and Clay Roof
Building Codes(IBC) Tile Installation Manual for Moderate Climate Regions,
dated 1u1 2015 published b the Tile Roofs Institute and
2018, 2015, 2012, 2009, and 2006 International Y .P Y g
Residential Code®(IRC) the Western States Roofing Contractors Association, and
• 2019 California Building Code(CBC)—Supplement this report.. The TRI manual is available for download
attached attached to ER-2015 from the UES website at
• 2019 California Residential Code (CRC) — www.uniform-es.ore. The Concrete Roof Tile shall be
Supplement attached attached to the roof structure based on the applicable code
• 2020 Florida Building Code, Building (FBC, and criteria for applicability as noted in Table 1 of this
Building)—Supplement attached report.
• 2020 Florida Building Code, Residential (FBC, TABLE I—ATTACHMENT DESIGN
Residential)—Supplement attached Design
Applicable Criteria for Applicability Informati Location
2.0 LIMITATIONS Code
Ultimate Design Wind
2015 or 2012 Speeds(Va„)5 130 MPH Roof Tile
Use of the Boral Roofing Concrete Roof Tiles recognized in IBC and Mean Roof Height<_60 Installation
this report is subject to the following limitations: feet Manual do Table
2009 or 2006 Basic Wind Speed(3 sec 1507.3.7 of the
2.1 The roof tiles shall be manufactured, identified and IBC gust)<100 mph and Mean applicable IBC
installed in accordance with this report and the applicable Roof Hei t s 60 feet
2015,2012, Roof Tile
code.In the event of a conflict this report governs. Mean Roof Hci lit<_40 feet installation
2009 or 2006 g
Manual&Section
2.2 Boral Roofing"concrete roof tile shall be installed on IRC R905.3.7
roof slopes of 2 t/2 units vertical in 12 units horizontal(21- For SI:I foot=305 min,I mph=1.6 tn's
percent slope)or greater."IBC Section 1507.3.2.
3.4 Anchoring: Boral Concrete Roof tile may be anchored
23 The supporting structure shall be designed to support the by mortar in accordance with the applicable building code
loads and is beyond the scope of this report. and,where permitted,the TRI Manual or adhesively attached
in accordance with the adhesive manufacturer's research
2.4 The Concrete Roof Tiles recognized in this report are report issued by an approved evaluation service agency.
produced in Lake Wales,FL;Brookshire,TX;Phoenix,AZ;
Henderson, NV; Okeechobee, FL, Rialto, CA; French
Camp, CA; Henderson, CO and Lathrop, CA; Tables 2 A
through 2 I describe the tiles produced at each location.
The product described do this Uniform Evaluation Service(UES)Report has been evaluatod as an altemabve material,design or method of construction m order to satisfy and comply
with the intent of the provision of the code,as noted in this report,and for at least equvalence to that prescribed in the code in quality.strength.effectiveness.fire resistance.durabAty
and safety,as applicable.in accordance with IBC Section 104 11 This docanent shall only be reproduced in its entirety
t
Copyright C 2020 by international Association of Plumbing and Mechanical Officials.All rights reserved Printed in the United States, Phi 1-877-41ESRPT•Fax 909.472.4171
web:www.0 rlorm-es.org•4755 East Philadelphia Street,Ontario,Cakfomia 91761-2616-USA
�e•1w
Page 1 of 7 "
�E8EVALUATION REPORT Number: 12
Originally Issued: 07/31/2015 Revised: 08/21/2020 Valid Through: 07/31/2021
4.0 PRODUCT DESCRIPTION 7.0 STATEMENT OF RECOGNITION
Boral Roofing Concrete Roof Tiles comply with ASTM This evaluation report describes the results of research
C1492 as required by Section 1507.3.5 of the IBC.The roof carried out by IAPMO Uniform Evaluation Service on Floral
tiles are described by model, weight, dimensions, and tile Roofing Concrete Roof Tiles to assess conformance to the
factor in Tables 2 A through 2 1, for each of the production codes shown in Section 1.0 of this report and serves as
locations listed in Section 2.4 of this report. When installed documentation of the product certification. Products are
in accordance with this report on minimum 15/32 inch thick manufactured at locations noted in Section 2.4 of this report
(12 mm)plywood solid sheathing or non-combustible decks, under a quality control program with periodic inspection
the assembly incorporating the roof tiles achieve an ASTM under the supervision of IAPMO UES.
E 108 Class A rating per Section 1505.2 of the IBC and
Section R902.1 of the 1RC, as applicable. Roof
classifications for adhesively attached systems shall be in
accordance with the adhesive manufacturer's approved
research report.
5.0 IDENTIFICATION Brian Gerber,P.E.,S.E.
Vice President,Technical Operations
Shipping pallets are identified with the report holder's Uniform Evaluation Service
name (Boral Roofing), manufacturing address, product
name, installed weight, inspection agency, and evaluation ' }t�
report number(ER412). The Cedarlite 600, Madera 700 Richard Beck,PE,CBO,MCP
and Madera 900 tiles are imprinted on the top side of each Vice President,Uniform Evaluation Service
tile with an"M",all other filed tiles are imprinted with the
name "Boral", 'Boral Lifetile", "Monierlifetile", or the
Boral Roofing,or MonierLifetile or"Vostile"or logo.The GP Russ Chaniy
identification includes the IAPMO Uniform Evaluation CEO,The IAPMO Group
Service Mark of Conformity. Either Mark of Conformity
For additional information about this evaluation report please visit
may be used as shown below:
NNw.uniform-cs.or_or email us at info auniform-es.ore
�ApMO or UES
ES
IAPMO UES ER412
6.0 SUBSTANTIATING DATA
Data in accordance with ICC-ES AC 180, dated February
2012 (editorially revised March 2018), manufacturer's
descriptive literature and installation instructions. Test
reports are from laboratories in compliance with ISO/IEC
17025.
Page 2 of 7
UE8EVALUATION REPORT Number: 412
" Originally Issued: 07/31/2015 Revised: 0812112020 Valid Through: 07/31/2021
Table 2 A-Tiles Manufactured at Denver(Henderson),CO
Ditnemsions2 Tile Factor
Installed Dry inch
W 1 )
Tile eight
(psf) Length X Width TF(RI) Ratio
Saxony-Shake,Slate,Country Slate Split Old English Thatch 9.6 17 X 13 1.568 I.l 15
on ' Impact 10.5 17 X 13 1 1.568 1.115
9.0 17 X 13 1.503 1.068
V a- act 10.1 17 X 13 1.503 1.068
For SI: I inch=25.4 nun.1 psf=4.88 kglm2
Table 2 B-Tiles Manufactured at Henderson,NV
Installed D Ditnemsions2
Dry Tile Factor
Tile Weight' inch
(psf) Length X Width TF(ft`) Ratio'
Es afia r Barcelona 9.0 17 X I23'8 1.470 1.045
Saxony 900-Shake,Slate, 9.1 17 X 13 1.533 1.090
Country Slate
For SL I inch=25.4 mm.I psf=4.88 kgW
Table 2 C-Tiles Manufactured at Katy(Brookshire),TX
Installed D Dimemsions2
n' Tile Factor
Tile Weight' inch
(psf) Length X Width TF(ft') Ratio '
Barcelona-Impact 10.3 16'/z X 13 1.444 1.027
Saxony-Country Shake,Country
Slate,Country Split Shake,English 10.3 16%:X 13 1.392 0.989
Thatch
Saxony-Impact 10.5 16'h X 13 1.392 0.989
Saxony-Shake,Slate 10.3 16'/2 X 13 1.392 0.989
Teas Es afia, Barcelona 9.0 16'/2 X 13 1 A07 1.000
Villa 9.0 16'/z X 13 1.407
For SL• I inch-25.4 mm,t psf=4.88 kg-m=
NOTES TO TABLES:
I. Used on a 3-inch head-lap.
2. Nominal dimension.
Page 3 of 7
DESEVALUATION REPORT Number: 12
Originally Issued: 07/31/2015 Revised: 08/21/2020 Valid Through: 07/31/2021
Table 2 D-Tiles:Manufactured at Lake Wales,FL
Installed Dry DimemsionsZ Tile Factor
Tile Weight' (inch)
(psf) Length X Width TF(ft;) Ratio
Barcelona 900 9.5 17 X 13 1.525 1.084
Saxony 900-Shake,Slate,Split 9.5 17 X 13 1.545 1.098
Shake.Country Slate
Spanish"S"Nuevo 9.9 17 X 93/, 1.144 1 0.813
Villa 900 9.2 17 X 13 1.533 1.090
For SI: I inch=25.4 mm. I psf=4.88 kgim=
Table 2 E-Tiles Manufactured at Lathrop.CA
Installed Dry Dimemsions'- Tile Factor
Tile Weight' (inch)
(pst) Length X Width TF(ft') Ratio'
Barcelona 900 9.3 17 X 13 1.509 1.073
Saxon 900-Shake,Slate 9.1 17 X 13 1.533 1.090
For SL 1 inch-25.4 ram.l psf-4.88 kg'mz
Table 2 F-Tiles Manufactured at Phoenix,AZ
Installed D DimemsionsZ
�'� Tile Factor
Tile Weight' inch)
(psf) Length X Width TF(113) Ratio'
Mission S Barcelona 10.3 161/2 X 13 1.494 1.062
Saxony-Shake.Slate 9.5 16%z X 13 1.494 1.062
Villa 9.0 16'hX 13 1.407 1.000
For SL I inch-25.4 nun. 1 psf-4.88 kg'm'
Table 2 G-Tiles Manufactured at Okeechobee,FL
Installed Dry I DimemsionsZ
Tile Factor
Tile Weight' inch
(psi Length X Width TF(ft3) Ratio
Bermuda 12.44 16'/8 X 10'/8 1.036 0.736
Estate"S" 7.9 161/2 X 13 1.417 1.007
Galena Spanish"S" 9.3 17 X 10 1.144 0.831
Plantation 10.4 16'/z X 13 1.426 1.014
Saxony 900 9.3 17 X 13 1.533 1.090
For SL I inch=25.4 mm. I psf=4.88 kg'mz
NOTES TO TABLES:
1. Used on a 3-inch head-lap.
2. Nominal dimension.
Page 4 of 7
gEVALUATION REPORT Number: 412
Originally Issued: 07/31/2015 Revised: 08/21/2020 Valid Through: 07/31/2021
Table 2 H-Tiles Manufactured at Rialto,CA
Installed D DimemsionsZ
tT � Tile Factor
(
Tile Weights inch
(psf) Length X Width TF(ft') Ratio
Es aria Barcelona 9.0 17 X 123's 1.454 1.033
Espana 600/Barcelona 600 5.9 17 X 123i8 1.454 1.033
Saxony 600-Slate,Shake,Split 5.9 17 X 13 L533 1.090
Shake
Saxony 700-Slate.Shake,Split 7.1 17 X 13 1.533 1.090
Shake
Saxony 900-Slate.Shake,Country 9.3 17 X 13 1.533 1.090
Shake
Villa 600 5.8 17 X 13 1.494 1.061
Villa 900 9.0 17 X 13 1.494 1.061
For Sl: I inch=25.4 mm, I psf=4.88 kg/m2
Table 2 1-Tiles Manufactured at Stockton(French Camp),CA
Installed Dry DimemsionsZ Tile Factor
Tile Weight' (inch)
(psf) Length X Nidth TF(tt') Ratio'
Cedarlite 600 5.9 13'/z X 13 0.942 0.673
Madera 700 7.2 131G X 13 0.947 0.673
Madera 900 9.5 131/2 X 13 0.947 0.673
Saxony 600-Slate.Shake.Split Shake 5.7 17 X 13 1.525 1.084
Saxonv 700-Slate,Shake,Split Shake 7.2 17 X 13 1.525 1.084
Saxonv 900-Hartford Slate.Shake. 9.1 17 X 13 1.533 1.090
Slate,Country Slate
Saxon 900-Split Old English Thatch 9.8 17 X 13 1.525 1.084
Villa 600 6.0 17 X 13 1 494 1.115
Villa 900 1 9.3 1 17 X 13 1.494 1.115
For SI: I inch-25.4 mm.I psf=4.88 kg m`
NOTES TO TABLES:
I. Used on a 3-inch head-lap.
2. Nominal dimension.
Page 5 of 7
�E8EvALUATION REPORT Number: 412
Originally Issued: 07/31/2015 Revised: 08/21/2020 Valid Through: 07/31/2021
CALIFORNIA SUPPLEMENT 2.4 Boral Roofing concrete roof tiles used on structures
regulated by the Division of the State Architect or the Officc
BORAL ROOFING of Statewide Planning and Development are subject to
7575 Irvine Center Drive,Suite 100 installation provisions in CBC Section 1513.
Irvine,California 92618 For additional information about this evaluation report please visit
(949) 756-1605 svisis.unifonn-rs.oru or email us at info a uniform-es.ore
N'N Ns.boralaniericaxonl
CONCRETE ROOF TILES
CST Section:
07 32 16 Concrete Roof Tiles
1.0 RECOGNITION
The Boral Concrete Roof Tiles evaluated in [APMO UES
ER-412 is a satisfactory alternative to the following codes
and regulations:
• 2019 California Building Code(CBC)
• 2019 California Residential Code(CRC)
2.0 PRODUCT USE
2.1 The Boral Roofing concrete roof tiles may be used as a
Class A, B, or C roof covering systems complying with
Sections 1505.1.1 of the CBC or R902.1.1 of the CRC;
Sections 1505.1.2 of the CBC or R902.1.2 of the CRC; or
Sections 1505.1.3 of the CBC or R902.1.3 of the CRC,
respectively. The design and installation of the Boral
Roofing concrete roof tiles shall be in accordance with
Sections 1507.3.10 and 1513 CBC or Section 905.3 of the
CRC,as applicable,and ER-412.
2.2 Roof Tiles shall be installed in accordance with Sections
3.0 and 4.0 of ER412 except, where the building official
requires conformance to the CBC or CRC,the following shall
be substituted:
2.2.1 Underlayment shall conform with CBC Section
1507.1.1 or CRC Section 905.1.1.
2.2.2 Attachment of the concrete roof tiles shall be designed
to resist wind loads according to CBC Sections 1507.3.7
and 1609.5 or CRC Section 905.3.as applicable.
2.3 Boral Roofing concrete roof tiles may be used in"new
buildings located in any Fire Hazard Severity Zone or any
Wildland-Urban Interface Fire Area designated by the
enforcing agency constructed after the application date shall
comply with the provisions" in accordance with Sections
701A.3 and 705A of the CBC, or Sections R337.1.3.1 and
R337.5 of the CRC, as applicable, and with the IBC as
presented in ER412.
Page 6 of 7
9EVALUATION REPORT Number: 412
ao Originally Issued: 07/31/2015 Revised: 08/21/2020 Valid Through: 07/31/2021
FLORIDA SUPPLEMENT loads shall be in accordance with Section 1609.5 of the FBC,
Building or Section R301.2.1 of the FBC, Residential, as
BORAL ROOFING applicable.
7575 Irvine Center Drive, Suite 100
Irvine,California 92618 For additional information about this esaluation report please kisit
(949)756-1605 NNµ.umlorm- s.ore or email us at into o uniform-e..ore
ww .boralamerica.com
CONCRETE ROOF TILES
CSI Section:
07 32 16 Concrete Roof Tiles
1.0 RECOGNITION
The Boral Roofing concrete roof tiles evaluated in IAPMO
UES ER-412 is a satisfactory alternative to the following
codes and regulations:
• 2020 Florida Building Code. Building (FBC,
Building)
• 2020 Florida Building Code. Residential (FBC,
Residential)
2.0 LIMITATIONS
2.1 Verification shall be provided that a quality assurance
agency audits the manufacturers quality assurance program
and audits the production quality of products, in accordance
with Section(5)(d)of Florida Rule 61G20-3.008.The quality
assurance agency shall be approved by the Commission (or
the building official when the report holder does not possess
an approval by the Commission).
2.2 Evaluation to the high-velocity hurricane zone
provisions in Section 1512 of the FBC, Building and
Chapter 44 of the FBC, Residential is beyond the scope of
this report.
3.0 PRODUCT USE
The design and installation of the Boral Roofing concrete
roof tiles shall be in accordance with the 2018 International
Building Code and the 2018 International Residential Code,
as applicable, as noted in ER412. From FBC, Building
Section 1507.3 and FBC,Residential Section R905.3 states
that the installation of the Boral Roofing concrete roof tiles
-shall be in accordance with the requirements of the
FRSAlTRI Florida High Wind Concrete and Clay Rooj*Tile
Installation Manual, Sixth Edition where the Vw is
determined in accordance with" FBC, Building Section
1609.3.1, FBC-Residential Section R301.2.13, or the
recommendations of RAS 118, 119 or 120. Load
combinations shall be in accordance with Sections 1605.2
or 1605.3 of the FBC. Building.as applicable. Design wind
Page 7 of 7
BORAL .
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RECEIVED
JAN 2 1 2021
Permitting Dfaartment MIAMI-DADE COUNTY
St. Lucie Cou P DUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) rile UolfW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION �-" �� Miami Florida 33175-2474
l//►Y 86)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) R IEW D miamidade¢ov/economy
Boral Roofing LLC. CODE COMPLIANCE
7575 Irvine Center Drive,Suite 100 ST. LUCIE COUNTY
Irvine,CA 92618
QiQCC
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The
documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section
(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this
product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted
manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,
if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the
requirements of the applicable building code.
This product is approved as described herein,and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: BORAL TileSeal and BORAL MetalSeal HT
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following
statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,
for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then
it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA# 18-0502.03 and consists of pages 1 through 4.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 19-0109.08
MIAMFDr4�eCOUNTY Expiration Date: 08/02/23
Approval Date: 02/07/19
Page l of 4
ROOFING COMPONENT APPROVAL
Catel!orv: Roofing
Sub-Category: Underlayment
Material: SBS
PRODUCTS DESCRIPTION:
Test Product
Product Dimensions Specification Description
BORAL TileSeal 36"x 36' rolls TAS 103 SBS self-adhering asphalt sheet material with a
36"x 72' rolls ASTM D1970 white glass re-enforced polyester surfacing fabric;
for use as an underlayment in sloped roof
assemblies.
BORAL MetalSeal HT 36"x 36' rolls TAS 103 SBS self-adhering asphalt sheet material with a
36"x 72' rolls ASTM D1970 white glass re-enforced polyester surfacing fabric;
for use as an underlayment in sloped roof
assemblies.
Boral Citadel Plus 36"x 72' rolls ASTM D1970 SBS self-adhering asphalt sheet material with a
poly film-facer;for use as a mid-ply underlayment
in sloped roof assemblies.
MANUFACTURIGN LOCATION:
1. Brentwood,NH.
2. Houston,TX.
EVIDENCE SUBMITTED:
Test Aeencv Test Identifier Test Name/Report Date
PRI Construction Materials OCF-356-02-04 ASTM D1623 07/25/18
Technologies,LLC. OCF-356-02-02 TAS 103 07/24/18
OCF-356-02-01 ASTM D1970 07/26/18
OCF424-02-04 ASTM D1623 07/25/18
OCF424-02-01 ASTM D1970 07/25/18
OCF424-02-03 TAS 103 07/25/18
Trinity ERD BRLRF-SC16810.11.17 ASTM D 1876 11/28/17
NOA No.: 19-0109.08
Expiration Date: 08/02/23
Approval Date: 02/07/19
Page 2 of 4
APPROVED ASSEMBLIES:
Deck Type 1: Wood,non-insulated
Deck Description: 15/32"or greater plywood or wood plank
System E(1): Anchor sheet mechanically fastened deck,membrane adhered.
Base Sheet: One or more plies of ASTM D226 Type II or ASTM D2626 with a minimum 4"head lap and a
6"end lap mechanically fastened to deck with approved nails and tin caps 6" o.c.at the laps
and two staggered rows 12" o.c.the field of the roll.
Ply Sheet Apply one layer of Boral Citadel Plus over Base sheet as per current approval.
(Optional):
Membrane: One or more plies of BORAL TileSeal or BORAL MetalSeal HT Underlayment with a
minimum 3"head lap and minimum 6"end lap.Place the first course of membrane parallel to
the eave,rolling the membrane to obtain maximum contact. Remove the release membrane as
the membrane is applied. Vertical strapping of the roof with BORAL TileSeal or BORAL
MetalSeal HT Underlayment is acceptable. All end laps and laps without black selvage area
shall be sealed under lap using an SBS modified mastic.
Note: When used in Tile roof systems BORAL TileSeal or BORAL MetalSeal HT
Underlayment shall be back nailed to deck with approved annular ring shank nails and tin caps
at a maximum 12"o.c. at the side laps. No nails or tin caps shall be exposed.
Surfacing: Approved for Adhered Roof Tile using TILE BOND or AH-160,Mechanically Fastened Roof
Tile,Metal Roofing, Wood Shake&Shingles,and Asphaltic Shingle assemblies.
NOA No.: 19-0109.08
MAMMI COUNTY Expiration Date: 08/02/23
Approval Date: 02/07/19
Page 3 of 4
LIMITATIONS:
1. Fire classification is not part of this acceptance.
2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with
applicable building code.BORAL TileSeal and BORAL MetalSeal HT underlayment shall be installed in strict
compliance with applicable Building Code.
3. BORAL TileSeal and BORAL MetalSeal HT underlayment shall be applied to a smooth,clean and dry surface
with deck free of irregularities.
4. BORAL TileSeal and BORAL MetalSeal HT underlayment shall not be applied over an existing roof membrane as
a recover,but may be applied over a roofing Base/Anchor sheet underlayment.
5. BORAL TileSeal and BORAL MetalSeal HT underlayment shall not be left exposed as a temporary roof for longer
than 180 days of application.
6. The standard maximum roof pitch for BORAL TileSeal and BORAL MetalSeal HT underlayment shall be 6:12
when tiles are loaded directly to the BORAL TileSeal or BORAL MetalSeal HT underlayment; loading boards or
battens are required on roof pitches greater than 6:12".
7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with
specific prepared roofing products.
8. Tiles shall be stored on battens on roof pitches greater than 6:12".
9. BORAL TileSeal and BORAL MetalSeal HT underlayment may be used with any approved roof covering Notice
of Acceptance listing BORAL TileSeal or BORAL MetalSeal HT underlayment as a component part of an
assembly in the Notice of Acceptance. If BORAL TileSeal or BORAL MetalSeal HT underlayment is not listed,a
request may be made to the Authority Having Jurisdiction(AHJ)or the Miami-Dade County Product Control
Department for approval provided that appropriate documentation is provided to detail compatibility of the
products,wind uplift resistance,and fire testing results.
10. All nails in the deck shall be carefully checked for protruding heads. Re-fasten any loose decking panels. Sweep
the deck thoroughly to remove any dust and debris prior to application.
11. When applying the membrane in the valley,start at the low point and work to the high point,rolling the membrane
from the center outward in both directions. For ridge applications,center the membrane and roll from the center
outward in both directions.
12. Roll or broom the entire membrane surface so as to have 100%contact with the surface,giving special attention to
overlap areas.
13. Flash vent pipes,stacks,chimneys and penetrations in compliance with Roof Assembly current Product Control
Notice of Acceptance and applicable Building Code.
14. All protrusions or drains shall be initially taped with a 6"piece of underlayment. This target piece shall be pressed
in place and formed around the protrusion to ensure a tight fit. A second layer of BORAL TileSeal or BORAL
MetalSeal HT underlayment shall be applied over the underlayment,and sealed using an SBS modified mastic.
15. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and
Rule 61G20-3 of the Florida Administrative Code.
16. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo,city
and state of manufacturing facility,and the following statement: "Miami-Dade County Product Control Approved"
or the Miami-Dade County Product Control Seal as shown below
MIAMFWIDE COUNTY
�FJM,WNPJ
END OF THIS ACCEPTANCE
MM NOA No.: 19-0109.08
MIAMFQADECouNTY Expiration Date: 08/02/23
Approval Date: 02/07/19
Page 4 of 4