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Product Approval
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�ai Meru>Application Detail a FL# FL7849-R13 . LUCIE COUNTY
Application Type Revision gO V V
Code Version 2020
Application Status Approved
*Approved by DBPR. Approva#s by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer Boral Roofing
Address/Phone/Email 7575 Irvine Center Drive
Suite 100
Irvine,CA 92618
(801) 380-6091
RobinAnderson@ boral.com
Authorized Signature Anderson Robin
RobinAnderson@boral.com
Technical Representative Robin Anderson
Address/Phone/Email 10701 So. River Front Parkway
Suite 300
So. ]ordan, UT 84095
(801) 380-6091
rob inanderson@boral.com
Quality Assurance Representative Robin Anderson
Address/Phone/Emai 1 7575 Irvine Center Dr. *100
Irvine,CA 92618
(801) 380-6091
rc)binanderson@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 QA1 Laboratories
Quality Assurance Contract Expiration Date 12/31/2025
Validated By Gary W. Walker
Validation Checklist- Hardcopy Received
Certificate of Independence FL7849 P13 COI IAPMO Uniform ES - Certificate of Independence.odf
Referenced Standard and Year(of Standard) Standard Year
ASTM C1492 2009
ASTM E108 2016
Equivaience of Product Standards
Certified By
Sections from the Code
https:/Iwww.floridabuilding.orgtprtpr_app_dtl.aspx?param=wGEVXQwtDgt04mGNBAAIXGaCXFLgsFDOP7hRgHBWfAITE#ILOSGD%2bA%3d%3d 115
5/1 012 0 2 1 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 0 Page 1/2 0 0
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.pQ
Approved for use outside HVHZ:Yes FL7849 R13 II Florida High Wind Tile Installation Manual -
Impact Resistant:N/A 6th Edition.pff
Design Pressure: N/A Verified By: Gary W.Walker 40455
Other: Created by Independent Third Parry: 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 lI EBS-Installtion.pdi
Approved for use outside HVHZ:Yes FL7849 R13 11 Florida High Wind Tile Installation Manual-
Impact Resistant: N/A 6th Edition.g_df
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.gdf
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.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.pdf
7849.4 Bermuda Flat Profile-Okeechobee, FL
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL7849 R13 II EBS-Installation.;&
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 Cedadite Madera-Installation.2d
Approved for use outside HVHZ:Yes FL7849 R13 II EBS-Installtion.pdf
Impact Resistant: N/A FL7849 R13 II Florida High Wind Tile Installation Manual-
Design Pressure: N/A 6th Edition.pff
Other: Verified By: Gary W. Walker 40455
Created by Independent Third Party: Yes
Evaluation Reports
FL7849 R13 AE UES ER-412.pAff
7849.6 Espana/Barcelona High Profile-Rialto,CA
limits of Use Installation Instructions
Approved for use In HVHZ: No FL7849 R13 II EBS-Installtion pd[
Approved for use outside HVHZ:Yes FL7849 R13 II Florida High Wind Tile Installation Manual -
Impact Resistant: N/A 6th Edition.pQ
Verified By: Gary W.Walker 40455
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?pamm— eGEVXQwtDgt04mGNBAAIXGaCXFLgsFDOP7hRgHBWfAITEffLOSGD%2bA%3d%3d 215
5/10/2021 Florida Building Code Online
Design pressure: N/A Created by Independent Third Party: Yes
Other: Evaluation Reports
FL7849 R13 AE UES ER-412.pdf
7849.7 Espana/Barcelona High Profile- Henderson,NV
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 Hiah 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-412.0
7849.8 Espana 600/Barcelona 600 High Profile-Rialto,CA
Limits of Use Installation Instructions
Approved for use In HVHZ:No FL7849 R13 II ESS-Installtion pdf
Approved for use outside HVHZ:Yes FL7849 R13 II Florida High Wind Tle Installat"on 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
7849.9 EsfatFi*S': Low Profile-Okeechobee,FL
Limps 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: ICC Evaluation Service,LLC
Other: Created by Independent Third Party:
Evaluation Reports
FL7849 R13 AE UES ER-412 pdf
7849.10 Galena Spanish"S" High Profile-Okeechobee,FL
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL7849 R13 II EBS-Installat"on odf
Approved for use outside HVHZ:Yes FL7849 R13 II Florida Hlah Wind T"le Installation Manual-
Impact Resistant: N/A 6th Edition.pQf
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
7849.11 Madera-700®900 Flat Profile-Stockton,CA
Limits of Use Installation Instructions
Approved for use In HVHZ:No F12849 R13 11 Cedarlite Mad ra-Installation odf
Approved for use outside HVHZ:Yes FL7849 R13 II EBS-Installtion odf
Impact Resistant: N/A FL7849 R13 11 Florida Hiah Wind Tile Installation Manual-
Design Pressure:N/A 6th Edition.pd
Other: Verified By: Gary W. Walker 40455
Created by Independent Third Parry: Yes
Evaluation Reports
FL7849 R13 AE UES ER-412 odf
7849.12 Mission S/Barcelona High Profile-Phoenix,AZ
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL7849 R13 11 EBS-Installtion.pdf
Approved for use outside HVHZ:Yes FL7849 R13 II Florida High Wind Tile Installation Manual-
Impact Resistant: N/A 6th Edition.pa
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
7849.13 Plantation Flat Profile-Okeechobee, FL
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL7849 R13 11 EBS-Installation pdf
Approved for use outside HVHZ:Yes FL7849 R13 I1 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 LIES ER-412 pdf
7849,14 Saxony-Country Shake,Country Flat Profile-Katy,TX
Slate,Country Split Shake, English
https:ll w .floridabuilding.org/pr/pr_app_dtl.aspx?pamm=wGEVXQwtDgtO4mGNBAAIXGaCXFLgsFDOP7hRgHBWfAITEffLOSGD%2bA°/.3d%3d 315
5/10/2021 Florida Building Code Online
Thatch,Impact,Shake&Slate
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL7849 R13 II EBS-Installtion.g_df
Approved for use outside HVHZ:Yes FL7849 R13 II Florida High Wind Tile Installation Manual-
Impact Resistant: N/A 6th Edition.o&
Design Pressure: N/A Verified By: ICC Evaluation Service,LLC
Other: Created by Independent Third Party:
Evaluation Reports
FL7849 R13 AE UES ER-412.p-df
7849.15 Saxony-Shake&Slate Flat Profile-Phoenix,AZ
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL7849 R13 11 EBS-Installation.gdf
Approved for use outside HVHZ:Yes FL7849 R13 II Florida High Wind Tile Installation Manual-
Impact Resistant: N/A 6th Edition.ggf
Design Pressure:N/A Verified By: IAPMO Uniform Evaluation Services U.C.
Other: Created by Independent Third Party:
Evaluation Reports
FL7849 R13 AE UES ER-412.pdf
7849.16 Saxony-Shake,Slate,Country Flat Profile- Denver,CO
Slate,Split Old English Thatch&
Impact
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL7849 R13 1I EBS-Installtlon.r&
Approved for use outside HVHZ:Yes FL7849 R13 II Florida High Wind Tile Installation Manual-
Impact Resistant: N/A 6th Edition.pQ
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
7849.17 Saxony 600-Slate,Shake&Split Flat Profile-Stockton,CA
Shake
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL7849 R13 II EBS-Installtion.pilff
Approved for use outside HVHZ:Yes FL7849 R13 II Florida High Wind Tile Installation Manual -
Impact Resistant:N/A 6th Edition.gdf
Design pressure:N/A Verified By: Gary W.Walker 404SS
Other: Created by Independent Third Party: Yes
Evaluation Reports
FL7849 R13 AE UES ER-412.pdf
7849.18 Saxony 600-Slate,Shake&Split Flat Profile-Rialto,CA
Shake
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.gAf
Design Pressure: WA Verified By: Gary W. Walker 40455
Other: Created by Independent Third Party:Yes
Evaluation Reports
FL7849 P13 AE UES ER-412.gdf
7849.19 Saxony 700-Shake,Slate&Split Flat Profile-Stockton,CA
Shake
Limits of Use Installation Instructions
Approved for use In HVHZ: No FL7849 R13 11 EBS-Installtion.pdf
Approved for use outside HVHZ:Yes F1-7849 R13 H Florida High Wind Tile Installation Manual -
Impact Resistant: N/A 6th Edition.pff
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.odf
7849.20 Saxony 700 -Shake,Slate&Split Flat Profile- Rialto,CA
Shake
Limits of Use Installation Instructions
Approved for use In HVHZ:No FL7849 R13 H EBS-Instalition gdf
Approved for use outside HVHZ:Yes FL7849 R13 II Florida High Wind Tle 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 gdf
Go to Page ® 0 Page 1/2 0 0
https://www.floNdabuilding.org/prtpr app_dfl.aspx?param--vGEVXOwtDgtO4mGNBAAIXGaCXFLgsFDOP7hRgHBWfArrEffLOSGD%2bA%3d%3d 4/5
Number:
EVALUATION
Originally Issued: 07/31/2015 Revised: 08/21/2020 Valid Through: 07/31/2021
wo "!
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:
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 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
ent
have been evaluated for use as concrete roof tiles. The 2018 con Section 018 IB.7, as applicable. Und2018 IRC
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 R9D5.1.1
intent of the provisions of the following codes and 3.2.2 Installation when the 2015,2012,2009 or 2006 IBC
regulations:
or IRC is applicable: Boral Concrete Roof Tile shall be
0 2018, 2015, 2012, 2009, and 2006 International fastened in accordance with The Concrete and Clay Roof
Building Code®(IBC) Tile Installation Manual for Moderate Climate Regions,
2018, 2015, 2012, 2009, 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.uniform-es.om. 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 reporL
a 2020 Florida Building Code, Residential (FBC, TABLE I—ATTACHMENT DESIGN
Residential)—Supplement attached Applicable Design
Code Criteria for Applicability Information
2.0 LIMITATIONS Location
[Rtimate Design Wind
2015 or 2012 Speeds(V„b)5 130 MPH Roof Tile
Use of the Boral Roofing Concrete Roof Tiles recognized in IBC and Mean Roof Height 5 60 Installation
this report is subject to the following limitations: feet Manual&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 Height<60 feet
2015,2012, Roof Tile
code.In the event of a conflict this report governs. 2009 m 2006 Mean Roof Height<40 feet Installation
Manual&Section
2.2 Boral Roofing"concrete roof tile shall be installed on IRC R9o5.3.7
roof slopes of 2'%units vertical in 12 units horizontal(21- For 81:t root=305 rum,I mph=1.6 mis
percent slope)or greater."IBC Section 1507.3.2.
3.4 Anchoring: Boral Concrete Roof file 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 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 21 describe the tiles produced at each location.
Neea
Wthffi ducftlewMednlhis Uniformode,ssnoServiu(UES) t,anc has been esetuaronce an hatpascHbod inn al,design oquaW,so7consbuclro ordarro satisfy erM damply
aid ea intent app abfa.in
of Me rude,a9 noted Adis report,arrd first leant shaft on Hoe to that used m ed in the rude in 9uetiN.shangd,epectiveneaR fire resisfanw,dura6itiry
arrd sakry,es applkable,in eemrdanee wid IBC Sectlan fOd.1 f.Thin doanrnM shah orry be repmduadm ifs entirety.
coPynght®2020 ay M(emetlpnal Assodetlon dPlumbirg and Mechankal fMxdels.M rghts roserved.Prmfed m de United Slates. Ph:1-a7741ESRPr-Far 909.472.4171 I
web:www.us=l esoM•47M East Phaadelphle Sheet,Ontads,Ga6)am(a 91761-2816-USA � a
Page 1 of 7
EvALUATION REPORT Number:
Originally Issued: 07/31/2015 Revised: 08/21/2020 Valid Through: 07/31/2021
4.0 PRODUCT DESCRIPTION 7.0 STATEMENT OF RECOGNITION
Banal Roofing Concrete Roof Tiles comply with ASTM This evaluation report describes the results of research
C 1492 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 Roofing 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 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.
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 �?3
accordance with the adhesive manufacturer's approved i_ /u+--
research report.
5.0 IDENTIFICATION Brian Gerber,P.E.,S.E.
Vice President,Technical Operations
Shipping pallets are identified with the report holder's Umform valuation Service
name (Boral Roofing), manufacturing address, product ]
name, installed weight, inspection agency, and evaluation ppp��� Aloe
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 Chan
identification includes the IAPMO Uniform Evaluation CEO,The IAPMO Group
Service Mark of Conformity. Either Mark of Conformity
may be used as shown below: For additional information about this evaluation report please visit
w .uniform-es.ore or email us at info( uagorm-es.or¢
AP`R4 or DES
EU
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.
Page 2 of 7
EVALUATION Number:
Originally Issued: 07/31/2015 Revised: 08/21/2020 Valid Through: 07/31/2021
Table 2 A-Tiles Manufactured at Deaver(Henderson),CO
Installed D Dimemsionsz
zY Tile Factor
Tile Weight` inch
(psf) Length X Width TF(ft3) Ratio'
Saxony—Shake,Slate,Comtry 9.6 17 X 13 1.568 1.115
Slate Split Old English Thatch
Saxon —Impact 10.5 17 X 13 1.568 1.115
Villa 900 9.0 17 X 13 1.503 1.068
Villa—Impact 10.1 17 X 13 1.503 1.068
For Sl:l inch=25.4 mm,I psf=4.88 kg/m2
Table 2 B-Tiles Manufactured at Henderson,NV
Installed D Dimemsionsz
Dry Tile Factor
Tile Weights inch
(psf) Length X Width TF(ft3) Ratio'
Es i /Barcelona 9.0 17 X 123/a 1.470 1.045
Saxony 900—Shake,Slate, 9.1 17 X 13 1.533 1,090
Country Slate
For Sl: I inch=25A mm,l psf=4.88 kg/m'
Table 2 C-Tiles Manufactured at Katy(Brookshire),TX
Installed D Dimemsionsz
zS' Tile Factor
Tile Weight' inch
(psf) Length X Width TF(ft3) Ratio
Barcelona—Impact 10.3 16Yz 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
Saxon — act 10.5 16%.X 13 1.392 0.999
Saxon —Shake,Slate 10.3 16Ys X 13 1.392 0.989
Teas Es -a/Barcelona 9.0 16%X 13 1.407 1.000
Villa 9.0 16%,X 13 1.407 1.000
For SI:1 inch=25.4 min,1 psi=4.88 k8/m2
NOTES TO TABLES:
1. Used on a 3-inch head-lap.
2. Nominal dimension.
Page 3 of 7
a
EVALUATION REPORT Number:
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 Dimemsions2 Tile Factor
Tile Weights itch
(psf) Length X Width TF(fts) 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
S anlsh'S"Nuevo 9.9 17X9s/4 1.144 0.813
Villa 9001 9.2 17 X 13 1.533 1.090
For SI: 1 inch=25.4 min,1 psf=4.88 kg/m'
Table 2 E-Tiles Manufactured at Lathrop,CA
Installed Dry Dimemsions2 Tile Factor
Tile Weights inch
(psf) 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 St:1 inch=25.4 min,I psf=4.88 kg/m2
Table 2 F-Tiles Manufactured at Phoenix,AZ
Installed Dry Dimemsions2 Tile Factor
Tile Weighty (inch)
(psf) Length X Width TF(ff3) Ratio
Mission S/Barcelona 10.3 16'h X 13 1.494 1.062
Saxon —Shake,Slate 9.5 16'h X 13 1.494 1.062
Villa 9.0 16'/2 X 13 1.407 1.000
For Si:1 inch=25.4 mm,I psf=4.89 kem2
Table 2 G-Tiles Manufactured at Okeechobee,FL
Installed D Dimemsions2
t'Y Tile Factor
Tile Weight' inch
(psf) Length X Width TF(ft) Ratio'
Bermuda 12.44 108 X 10'/s 1.036 0.736
Estate"S" 7.9 167:X 13 1.417 1,007
Galena Spanish"S" 9.3 17 X 10 1.144 0.831
Plantation 10.4 16'h X 13 1.426 1.014
Storony 900 9.3 17 X 13 1.533 1.090
For SI:I inch=25.4 mm,t psf=4.88 kghn'
NOTES TO TABLES:
l. Used on a 3-inch head-lap.
2. Nominal dimension.
Page 4 of 7
t
4r:
i Number:
1w.
Originally Issued: 0 7/3112 0 1 5 Revised: 08/21/2020 Valid Through: 0713112021
Table 2 H-Tiles Manufactured at Rialto,CA
Installed Dry Dimemsions2 Tile Factor
Tile Weight' inch
(pat) Length X Width TF(ft3) Ratio
Espana/Barcelona 9.0 17 X 12% 1.454 1.033
Espafia 600/Barcelona 600 5.9 17 X 123/s 1.454 1.033
Saxony 600-Slate,Shake,Split 5 9 17 X 13 1.533 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•1 inch=25.4 nun,1 psf=4.88 kg/m'
Table 2 I-Tiles Manufactured at Stockton(French Camp),CA
Installed Dry Dimemsions2 Tile Factor
Tile Weight' inch
(psf) Length X Width TF(ft3) Ratio'
Cedarlite 100 5.9 13'F,X 13 0.942 0.673
Madera 700 7.2 13'h X 13 0.947 0.673
Madera 900 9.5 13%.X 13 0.947 0.673
Saxon 600—Slate,Shake S lit Shake 5.7 17 X 13 1.525 1.084
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 L525 1.084
Villa 600 6.0 17 X 13 1 1.494 1,115
Villa 900 9.3 17 X 13 1 1.494 1.115
For St:1 inch=25.4 mm,i psf=4.88 kg/m'
NOTES TO TABLES:
1. Used on a 3-inch head-lap.
2. Nominal dimension.
Page 5 of 7
F"LUATION REPORT Number:
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(949) 756-1605 For additional Information about this"duation report please Wit
www.boralamerica.com a'a'w.uniform-es.ore or emii us at intoguoifor n�s.ore
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:
a 2019 California Building Code(CBC)
a 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 ER-412 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 ER-412.
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EVALUATION "O . -
Originally Issued: 07/31/2016 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 evaluation report please visit
(949)756-1605 w .uniform-es.ore or small us at infa(aluniform-es.ore
www.boralamerica.com
CONCRETE ROOF TILES
CSI Section:
07 32 16 Concrete Roof Tiles
1.0 RECOGNPFION
The Boral Roofing concrete roof tiles evaluated in IAPMO
UES ER412 is a satisfactory alternative to the following
codes and regulations:
a 2020 Florida Building Code, Building (FBC,
Building)
a 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 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 ER-412. 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„i 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
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