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Product pproval Menu>Application Detail
• FL# FL7849-1113
Application Type Revision
Code Version 2020
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission
if necessary.
CommentsU�'�LyV
Archived CO r[ UX� l
Product Manufacturer Boral Roofil � LUC tlE Cv®V" _ V
Address/Phone/Email 7575 Irvine Center Driv,SOCC
Suite 100 V
Irvine,CA 92618
(801)380-6091
RobinAnderson@ boral.com
Authorized Signature Anderson Rol4n,
RobinAnderso,n@RaJm` P
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
PJ Validation Checklist=Hardcopy Received
Certificate'of Independence FL7849 R13 COI IAPMO Uniform ES-Certificate,of Independence.pdf
Referenced Standard and Year(of Standard) Standard Year
ASTM C1492 2009
ASTM E108 2016
Equivalence of Product Standards
Certified By
Sections from the Code
https:/A vww.'floridabuiilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtp4mGNBAAIXGaCXFLgsFDOP7tiRgHBWfAITEftLOSGD%2bA%3d%3d 1/5
5/10/2021 Florida Building Code Online
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
Date Revised 02/15/2021
Summary of Products
Go to Page ° 0 0 Pagel/20
FL# Model,Number or Name Description
7849.1 Barcelona-Impact High Profile-Katy,TX
Limits of Use 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-
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
7849.2 Barcelona 900 High Profile-Lake Wales,FL
Limits of Use 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-
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
7849.3 Barcelona 900 High Profile-Lathrop,CA
Limits of Use 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-
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
7849.4 Bermuda 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 High Wind Tile 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
FL7849 R13 AE UES ER-412.pdf
7849.5 Cedarlite 600 Flat Profile-Stockton,CA
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL7849 R13 II Cedarlite Madera-Installation.pdf
Approved for use outside HVHZ:Yes FL7849 R13 II EBS-Instalition.pdf
Impact Resistant: N/A FL7849 R13 II Florida High Wind Tile Installation Manual-
Design Pressure: N/A 6th Edition.pdf
Other: Verified By: Gary W.Walker 40455
Created by Independent Third Party:Yes
Evaluation Reports
FL7849 R13 AE UES ER-412.pdf
7849.6 Espana/Barcelona High Profile-Rialto,CA
Limits of Use 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 -
Impact Resistant:N/A 6th Edition.pdf I
Verified By: Gary W.Walker 40455
https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgt04mGNBAAIXGaCXFLgsFDOP7hRgHBWfAITEffLOSGD%2bA%3d%3d 2/5
t
EVALUATIONF'
'REPORT
.L
Originally Issued: 07/31/2015 Revised: '0812112020 Valid ThVough: 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 Sectioni
www.boralamerica.com 1503 or IRC Section'903,as applicable. .
CONCRETE ROOF TILES 3.2 Installation:
CSI 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 1567.3 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
shall conform to 2018 IBC Section 1507.1.1 or 2018 IRC
weather resistance; ' wind uplift ' resistance and fire Section R905.1.1
classification properties of the roof tiles comply with the
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 1006 International fastened in accordance with The Concrete and Clay Roof
Building Code®(IBC) Tile Installation Manual for Moderate Climate Regions,
• 2018, 2015, 2012, 1009, and 2006 International dated July 2015,published by the Tile Roofing Institute and
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.unif6nn-es.org, 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
Code ! Criteria for Applicability Information
2.0 LEWTATIONS Location
Ultimate Design Wind
2015 or 2012 Speeds(V t,)<—130 MPH Roof Tile
Use of the Boral Roofing Concrete Roof Tiles recognized in BBC and Mean Roof Height<60 Installation
this report is subject to the following limitations: ! feet Manual&Table
2009 or 20d6 Basic Wind Speed(3 sec B07.3.7 of the
2.1 The roof tiles-shall be manufactured, identified and IBC gust)<100 mph and Mean applicable IBC
Roof Height<_60 feet
installed in accordance with this report and the applicable Roof Tile
code.In the event of a conflict this report governs. 2015,2012; Mean Roof Height<_40 feet Installation
2009 or 2006 &Manual Section
2.2 Boral Roofing"concrete roof tile shall be installed on IRC t Manual
.7
roof slopes of 2Y2 units vertical in 12 units horizontal(21- For SI:1 foot=305 mm,1 mph=1.6 m/s
-percent slope)or greater."IBC Section 1507.3.2.
3.4 Anchoring: Boral Concrete Roof tile may be.anchored
2.3 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 ;
produced in Lake Wales,FL;Brookshire,TX;Phoenix,AZ; report issued by an approved evaluation service agency.
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 in this Umlorm Evaluation Sernce(UES)Repod has been evaluated as an altemafive material,desgn ormefhod o/construction in order to satisfy and comply ._
With the Intent of the provision o/fhe code,as noted in this report and for at least equivalence to that prescribed in the code in quality,strength,effectiveness.fire resistance,durability
and safety,as applicable,in accordance with IBC Section 104.11.This document shall only be reproduced in its entirety.
Copyright®2020 by International Association of Plumbing and Mechanical Officials.All tights reserved.Printed In the United States.Ph:1-877-41ESPPT•Fax:909.472.4171 f
web:www.uni/orm-es.org•4755 East Philadelphia Street,Ontario,Caldomia 91761-2816—USA
Page 1 of 7
i
EVALUATION REPORT Number:
Originally Issued: 07/31/2015 Revised: 08/21/2020 Valid Through: 07/31/2021
J
4.0 PRODUCT DESCRIPTION 7.0 STATEMENT OF RECOGNITION
Boral Roofmg 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 Boral
tiles are described by model, weight, dimensions, and tile Roofmg Concrete Roof Tiles to assess conformance to the
factor in Tables 2 A through 2 I, for each of the production codes 'shown in Section 1.0 of this report and serves 'n
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.
E108 Class A rating per Section 1505.2 of the IBC and
Section R902.1 of the IRC, 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 Roofmg), manufacturing address, product
name, installed weight, inspection agency,and evaluation ✓
report number(ER-412). 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
"Boral",
« „ « er
name Boral , Boral Lifetile , Monierlifetile , or the �
Boral Roofmg,or MonierLifetile or"Vostile"or logo.The GP Russ Chan y
identification includes the IAPMO Uniform Evaluation CEO,The IAPMO Group
Service Mark of Conformity. Either Mark of Conformity
be used as shown below: For additional information about this evaluation report please Visit
may www.uniform-es.ore or email us at info niform-es.ore
t, .P .
[ ( or
IAPMO UES ER412
6.0 SUBSTANTIATING DATA
Data in accordance with ICC-ES AC180, 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.
I
i
4
I
Page 2 of 7
- ass
Originally Issued: 07/31/2015 Revised: 08121/2020 Valid Through::07/31/2021
Table 2 A-Tiles Manufactured at Denver(Henderson),CO"
Installed D Dimemsiono
Dry Tile Factor
Tile Weight, inch
(psf) Length X Width TF'(W) Ratio
Saxony-Shake,Slate,Country 9.6 17 X 13 1.568'. .. 1:115
Slate Split Old English Thatch•
Saxon -'Imp act 10.5 17 X 13 1.568
Villa 900:, 9.0 17 X 13 1.503 1.068,;
Villa-Ini act 10.1: 17 X 13 1.503 1.068.,
Foi S,1:4 inch=25:4 min,I psf=4.88 kgtm2 "
Table 2 B--Tiles Manufactured at Henderson,.NV
Installed-D ` - Dimemsions2
iY, Tile Factor
Tile Weight, inch_
(psf) Length X Width TF(ft) Ratio 1 "
Es aiia/.Barcelona 9.0 -17,X 123/8 1.470 1.045
Saxony 900-Shake,Slate, 9.1 17 X 13' 1.533 1.090
Coun Slate .
For SI:1 inch=25.4 min;I psf=4.88 kg/m2
t
i
Table-2 C-Tiles Manufactured at Katy(Brookshire),TX
Installed D Dimemsionsz•
ry. - Tile Factor
Tile Weight, incl
(psf) Length X Width -,TF(ft3) Ratio I
Barcelona-Impact 10.3 16'/2 X 13 1.444 1.027
Saxony Country Shake,Country
Slate,Country Split Shake,English 10.3 16'/2 X 13 1.392. 0.989
Thatch
Saxon -Imact 10.5 16'/z X 13 1.392 0.989
Saxon -Shake,Slate' 10.3 16'/2 X 13 1.392 0.989:` "
Teas Es aiia/Barcelona 9.0 16'/2 X 13 1.407 1.000
Villa 9.0 16%2 X 13 1.407 1.000 "
For SI:I inch=25A mm,1 psf=4.88 kg/m2
NOTES TO TABLES: { "
1. Used on a 3-inch head-lap.
2. Nominal dimension:
Page 3 of 7
412
EVALUATION Number: s
Originally Issued: 07/3l/2015 Revised: 08/21/2020 Valid Through: 07/31/2021
Table 2 D-Tiles Manufactured at Lake Wales,FL `
Installed D Dimemsions2
�'Y Tile Factor
Tile Weights inch
(psf) Length X Width TF(ft3) Ratio I
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 93/4 1.144 1 0.813
Villa 900 9.2 17 X 13 1.533 1 1.090
For SI:1 inch=25.4 mm,I psf=4.88 kg/.2
Table 2 E-Tiles Manufactured at Lathrop,CA
Installed Dry Dimemsions2 Tile Factor
Tile Weights inch
(psf) Length X Width TF(ft3) Ratio I
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 SI:1 inch=25.4 mm,I psf=4.88 kg/m2
Table 2 F=Tiles Manufactured at Phoenix,AZ
Installed Dry Dimemsions2 Tile Factor
Tile Weights inch
(psf) Length X Width TF(ft3) Ratio 1
Mission S/Barcelona 10.3 16'/2 X 13 1.494 1.062
Saxon —Shake,Slate 9.5 16'/2 X 13 1.494 1.062
Villa .9.0 16'/2 X 13 1.407 1.000
For SI:1 inch=25.4 mm,1 psf=4.88 kg/m2
Table 2 G-Tiles Manufactured at Okeechobee,FL
Installed D Dimemsions2
�'Y Tile Factor
Tile Weights inch
(psf) Length X Width TF(ft3) Ratio I
Bermuda 12.44 108 X 10'/8 1.036 0.736.
Estate"S" 7.9 16%2 X 13 1.417 1.007
Galena Spanish"S" 9.3 17 X 10 1.144 0.831
Plantation 10.4 16'/2 X 13 1.426 1.014
Saxony 900 9.3 17 X 13 1 1.533 1.090
For SI:I inch=25.4 mm,1 psf=4.88 kg/m2
NOTES TO TABLES:
1. Used on a 3-inch head-lap.
2. Nominal dimension.
Page 4 of 7
EVALUATION REPORT Number:
Originally Issued:,07/31/2015 Revised: 08/21/2020 Valid Through: 07/31/2021
Table 2 H-Tiles Manufactured at Rialto,CA
Installed D Dimemsions2 e
t'Y Tile Factor
Tile Weight3 inch
(psf) Length X Width TF(ft3) Ratio I
Espafia/Barcelona 9.0 17 X 123/8 1.454, �1:033
Espafia 600/Barcelona 600 5.9 17 X 123/8 1.454 1.033
Saxony 600-Slate,Shake,Split Shake 5.9 17 X 13 1.533 1.090
Saxony 700.—Slate,Shake,Split 7.1 17 X 13 1.533 • 1.096
Shake
Saxony 900-Slate,Shake,Country 9.3 17 X 13 1.533 1.096
Shake
Villa 600 5.8 17 X 13 L494 1.061
Villa 900 9.0 17 X 13 1.494 1.061
For SI:I inch=25.4 nun,1 psf=4.88 kgle
Table 2 I-Tiles Manufactured at Stockton(French Camp),CA.
Installed D Diions2
Dry mems �Tile Factor
Tile Weight' inch .
(psf) Length X Width TF(ft3) Ratio I
Cedarlite 600 5.9 13'/2 X 13 0.942 0.673
Madera 700 7.2 13'/:X 13 0.947 0.673
Madera 900 9.5 .l3'/2 X 13 0:947 .0.673
Saxon 600—Slate,Shake Split Shake 5.7 17 X.13 1.525 L084,r
Saxon 700—Slate Shake Split Shake 7.2 17 X 13 1.525 1.084
Saxony 900—Hartford Slate,Shake, 9:1 17 X 13 1:533. 1.090 .
Slate,Coun 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 9.3 17 X 13 1.494 1.115
For SI:1 inch=25.4 mm,1 psf=4.88 kg/mz
NOTES TO TABLES:
1. Used on a 3-inch head-lap.
2. Nominal dimension.
Page 5 of 7
EVALUATION
REPORT . -
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 Office
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
www borala 05 www.uniform-es.ore or email us at info(&uniform-es.ore
www.boralamerica.com -
CONCRETE ROOF TILES
CSI Section:
07 32 16 Concrete Roof Tiles
1.0 RECOGNITION
The Boral Concrete Roof Tiles evaluated in IAPMO UES
ER412 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
8VALUATIONREPORT Number:
Originally Issued: 07/31/2015 Revised: 08/21/2020 Valid Through: 07/31/2021
s FLORIDA SUPPLEMENT loads shall be in accordance with Section 1609.5 ofthe 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 evaluation report please visit
(949)756-1605 www.uniform-es.or¢or email us at iafoQWniform-es.ore
www.boralamerica.cont
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 W41TATIONS
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 61 G20-3.008.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
FRSA/TRI Florida High Wind Concrete and Clay Roof Tile
Installation Manual, Sixth Edition where the V.,a is
determined in accordance with" FBC, Building Section
1609.3.1, FBC-Residential "Section R301.2.1.3, 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