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FL OF 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.
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Boral Roofing
7575 Irvine Center Drive
Suite 100
Irvine, CA 92618
(801)380-6091
RobinAnderson@boral.com
Anderson Robin
RobinAnderson@boral.com
Robin Anderson
10701 So. River Front Parkway
Suite 300
So. Jordan, UT 84095
(801)380-6091
robinanderson@boral.com
Robin Anderson
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
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections From the Code
IAPMO Uniform Evaluation Services LLC.
QAI Laboratories
12/31/2025
Gary W. Walker
Validation Checklist - Hardcopy Received
FL7849 R 13 C01 1APM0.nil n - Cgrtificate of 1ndeoendence,pdF
Standard Year
ASTM C1492 2009
ASTM E108 2016
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Florida Building Code Online
Page 2 of 4
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Go to Page
FL # Model, Number or Name
7849,21 Saxony 900
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other:
Method 1 Option C
11/09/2020
11/10/2020
11/18/2020
40 O Page t/2'0 0
Description
Flat Profile - Okeechobee, FL
Installation Instructions
FL7 49 R13 II EBS-Installation. cif
F1_7849 R13 II Florida High Wind Tile IQStlation Manudl -
6th Edition.ndF
Verified By: IAPMO Uniform Evaluation Services LLC.
Created by Independent Third Party:
Evaluation Reports
F17849 R13 AF UES ER-412.odf
7849.22
Saxony 900 - Hartford Slate, Shake,
Slate, Country Slate & Split Old
English Thatch
Flat Profile - Stockton, CA
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL7849 R13 11 FBS-lostalltion.pdf
Approved for use outside HVHZ: Yes
F1_7849 R13 If Florida High Wind Tile Installation Manual -
fithEdition.ydf
Impact Resistant: N/A
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. cif
7849.23
Saxony 900 - Shake & Slate
Flat Profile - Lathrop, CA
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
i %S40 R13 1°
Approved for use outside HVHZ: Yes
FL7849 R13 II Florida High Wind Tile Installation Manual -
6th Fcfition.odf
Impact Resistant: N/A
Design Pressure: N/A
Verified By: Gary W. Walker 40455
Other:
Created by Independent Third Party: Yes
Evaluation Reports
FL7849 R13 AF UFS FR-412.odf
7849.24
Saxony 900 - Shake, Slate &
Country Slate
Flat Profile - Henderson, NV
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
F1 7R49 R12 II M-1 hi;talltion.Ddf
Approved for use outside HVHZ: Yes
FL7849 R13 If Florida High Wind Ti,le,ln5tallation Manual -
6th Edition.Ddf
Impact Resistant: N/A
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.adf
7849.25
Saxony 900 - Shake, Slate, Split
Shake & Country Slate
Flat Profile - Lake Wales, FL
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
F1,7449 rt1? 11 F55-Installtuan,no!
Approved for use outside HVHZ: Yes
FL7849 R13 II Florida High Wind Tile Installation Manual -
6th Ed!tion.odf
Impact Resistant: N/A
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
7849.26 Saxony 900 - Slate, Shake &
Country Shake
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other:
Flat Profile - Rialto, CA
Installation Instructions
1-17ffi19 1`1,13 !1 FB;, Iri tal1Lion,ndf
FL7849 R13 II Florida Hinh Wind Tile Installation Manual -
Ah Fdition.odf
Verified By: Gary W. Walker 40455
Created by Independent Third Party: Yes
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Florida Building Code Online
Page 3 of 4
Evaluation Reports
FL7849 R13 AE UES ER-412.odf
17849.27 I Tejas Espana / Barcelona I High Profile - Katy, TX
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other:
Installation Instructions
FL7849 R13 II EBS-Installation.odf
FL7849 R13 II Florida Hioh Wind Tile Installation Manual -
6th Edition.odf
Verified By: IAPMO Uniform Evaluation Services LLC.
Created by Independent Third Party:
Evaluation Reports
FL7849 R13 AE UES ER-412.odf
17849.28 1 Villa I Low Profile - Katy, TX
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other:
Installation Instructions
FL7849 R13 II EBS-Installation.pdf
FL7849 R13 li Florida High Wind Tile Installation Manual -
6th Edition.odf
Verified By: IAPMO Uniform Evaluation Services LLC.
Created by Independent Third Party:
Evaluation Reports
FL7849 R13 AE UES ER-412.odf
7849.29
Villa
Low Profile - Phoenix, AZ
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 11 Florida High Wind Tile Installation Manual -
6th Edition.pdf
Impact Resistant: N/A
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.odf
7849.30
Villa 600 & 900
Low Profile - Rialto, CA
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL7849 R13 ii FBS-Installtion.ndt
Approved for use outside HVHZ: Yes
FL7849 R13 1I Florida High Wind Tile Installation Manual -
6th Edition.odf
Impact Resistant: N/A
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
7849.31
Villa 600 & 900
Low Profile - Stockton, CA
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
F17S•19 R13 II EBS-Installtlon.pdr
Approved for use outside HVHZ: Yes
FL7849 R13 II Florida High Wind Tile Installation Manual -
6th Edition.odf
Impact Resistant: N/A
Design Pressure: N/A
Verified By: Gary W. Walker 40455
Other:
Created by Independent Third Party: Yes
Evaluation Reports
FL7849 R13 AE UES ER-412.1)df
7849.32
Villa 900
Low Profile - Lake Wales, FL
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
F1 78-i9 R13 IT FBS-Installtlon.00r
Approved for use outside HVHZ: Yes
FL7849 R13 11 Florida Hioh Wind Tile Installation Manual -
6th Edition.odf
Impact Resistant: N/A
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
7849.33
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 II Florida High Wind Tile Installation Manual -
6th Edition.odf
Impact Resistant: N/A
Design Pressure: N/A
Verified By: ICC Evaluation Service, LLC
Other:
Created by Independent Third Party:
Evaluation Reports
FL7849 R13 AE UES ER-412.odf
17849.34 1 Villa 900 1 Low Profile - Denver, CO
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL7849 R13 I1 E1S-Installation.odf
Approved for use outside HVHZ: Yes FL7849 R13 ti Florida High Wind Tile Installation Manual -
Impact Resistant: N/A 6th Fdition.odf
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Florida Building Code Online
Page 4 of 4
Design Pressure: N/A
Other:
7849.35 villa Impact
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other:
Go to Page = (
Verified By: IAPMO Uniform Evaluation Services LLC.
Created by Independent Third Party:
Evaluation Reports
FL7849 R13 AE UES ER-412.odf
Low Profile - Denver, CO
Installation Instructions
H.7844 RI3 It FBS-Installation.Ddf
F1.7849 R13 II Florida Hinh Wind Tile Irstallation Manual
6th L=dition.odf
Verified By: IAPMO Uniform Evaluation Services LLC.
Created by Independent Third Party:
Evaluation Reports
FL7849 R13 AE UES ER-4I2.odF
Back N,:D
40 d Page 2/2Q0
Contact Us :: 2501 Blair Stone Road. Tallahassee FL 32394 phone: 650-487-1824
The State of Flonda is an AA/EEO employer, Copyright 2007-2013_State of Florida.:: Pnvacv Statement :: Accessi ¢jlitvSSater�lcat :: Refund Statement
Under Florlda 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), Honda 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
emails 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:
® f Mc
Credit Card
Safe
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UES, t I I t
Originally Issued: 07/31/2015 Revised: 08/21/2020
BORAL ROOFING
7575 Irvine Center Drive, Suite 100
Irvine, California 92618
(949) 756-1605
%v N1t.boraiatllerica,Com
CONCRETE ROOF TILES
CSI Section:
07 32 16 Concrete Roof Tiles
1.0 RECOGNITION
Boral Roofing Concrete Rool'Tiles recognized in this report
have been evaluated for use as concrete roof tiles. The
weather resistance, wind uplift resistance and fire
classification properties of the roof tiles comply with the
intent of the provisions of the following codes and
regulations:
• 2018, 2015. 2012, 2009. and 2006 International
Building Code'(113C)
• 2018, 2015, 2012, 2009. and 2006 International
Residential Code"(IRC)
• 2019 California Building Code (CBC) —Supplement
attached
• 2019 California Residential Code (CRC) —
Supplement attached
• 2020 Florida Building Code, Building (FBC,
Building) — Supplement attached
• 2020 Florida Building Code, Residential (FBC,
Residential) — Supplement attached
2.0 LIMITATIONS
Use of the Boral Roofing Concrete Rool" files recognized in
this report is subject to the following; limitations:
2.1 The roof tiles shall be manufactured, identified and
installed in accordance with this report and the applicable
code. In the event of a conflict this report governs.
2.2 Boral Roofing "concrete roof tile shall be installed on
roof slopes of 2t/- units vertical in 12 units horizontal (21-
percent slope) or greater." IBC Section 1507.3.2.
2.3 The supporting structure shall be designed to support the
loads and is beyond the scope of this report.
2.4 The Concrete Roof Tiles recognized in this report are
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 1 describe the tiles produced at each location.
412
Valid Through: 07/31/2021
3.0 PRODUCT USR
3.1 General: Boral Roofing Concrete Roof Tiles shall be
used as a roof covering in accordance with IBC Section
1503 or IRC Section 903, as applicable.
3.2 Installation:
3.2.1 installation when installed in accordance with the
requirements of the 2018 113C or IRC: Boral Concrete
Roof Tile shall be installed in accordance with 2018 IBC
Section 1507.3 or 2018 IRC Section R905.3, including the
attachment requirements of 2018 IBC Section 1507.3.7 or
2018 IRC Section R905.3.7, as applicable. Underlayment
shall conform to 2018 IBC Section 1 507.1.1 or 2018 IRC
Section R905.1.1
3.2.2 Installation when the 2015, 2012, 2009 or 2006 IBC
or IRC is applicable: Boral Concrete Roof Tile shall be
fastened in accordance with The Concrete and Clay Roof
Tile Installation Manual for Moderate Climate Regions,
dated July 2015, published by the Tile Roofing Institute and
the Western States Roofing Contractors Association, and
this report.. The TRI manual is available for download
attached to ER-2015 from the UF.S website at
The Concrete Roof Tile shall be
attached to the roof structure based on the applicable code
and criicria for applicability as noted in Table l of this
report.
TABLE 1 —ATTACHMENT DESIGN
Applicable
Design
Code
Criteria for Applicabil hy
Infurmaiion
Location
Ultimate Design wind
2015 or 2012
Speeds (V k) a 130 MPH
Roof Tile
IBC
and btean Roof Height = 60
Installation
feet
Manua[ & Table
1 i07.3.7 of the
2009 or 2006
Basic Wind Speed (3 sec
RIC
gust) � 100 mph and Mean
applicable IBC
Roof Hci bt c 60 feet
2015. 20I7
RoorTile
2009 or 2006
Mean Roof Height :� 40 feet
Installation
IRC
Manual & Section
R905.3.7
For SI: I foot = 305 mot. I mph = IA m s
3.4 Anchoring: Boral Concrete Roof tile may be anchored
by mortar in accordance with the applicable building code
and, where permitted, the TRI Manual or adhesively attached
in accordance with tite adhesive manufacturer's research
report issued by an approved evaluation service agency.
Tho product dvecribod it this Uniform Evatuatfon Soneice (UES) Report has boon amitiatad as an affemafivo malanal. dowyn ormathod of conshucdon in ordur to salisfy and comply
ualh The infonl nffhe pmwston efthe code. as cored u1 ;his report, and tof at toast aqurvalenCB fo lhal presmbed in lho code in pualdy, slrangfh, effectiveness, hrn resislance, dombeW
and safely, as applicable. in accordance w+1h 1HC SechM 104 f I. This document shall only be reproduced rn its enfuefy
Copynghl 0 2010 by fnfemahanal ASS0Ci3Wn of Piumbog and Meehamcal Ql/etafs. A'f nghts resarved, Prutfed In fho UnIled S1318s. Ph; 1-877.41ESRPr • Fa+ 909.472 4171
web' www.ae+lormas.om • 4155 East Philadviplua Streal. Onlano. Cafrfomat 9176 t-2816 - USA
Page t of 7
412
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
C1492 as required by Section 1507.3.5 of the II3C. The roof
tiles are described by model, wciglit, dimensions, and tile
factor in Tables 2 A through 2 1, for each of the production
locations listed in Section 3.4 of this report. When installed
in accordance with this report on minimum 15/32 inch thick
112 mm) plywood solid sheathing or non-combustible decks,
the assenhbly incorporating the roof tiles achieve an ASTM
E108 Class A rating per Section 1505.2 of the 113C 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
Shipping pallets are identified with the report holder's
name (Boral Roofing), manufacturing address, product
name, installed weight, inspection agency, and evaluation
report number (ER-412). The Cedarlite 600, Madera 700
and Madera 900 tiles are imprinted on the top side of each
tile with an "M", all other filed tiles are imprinted with the
name "Boral", "Boral Life(ile". "Munierlifetile", or the
Boral Roofing, or Monierl-ifctilc or "Vostile" or logo. The
identification includes the IAPMO Uniform Evaluation
Service Mark of Conformity. hither Mark of Conformity
may be used as shown below:
I pMO or UES
ES
? �7
IAPNIO UES ER412
6.0 SUBSTANTIATING DATA
This evaluation report describes the results of research
carried out by IAPMO Uniform Evaluation Service on Boral
Roofing Concrete Roof Tiles to assess conforniance to the
codes shown in Section 1.0 of this report and serves as
documentation of (lie product certification. Products are
manufactured at locations noted in Section 2.4 of this report
under it duality control program with periodic inspection
under the supervision of IAPMO UES.
Brian Gerber, P,E., S.E.
Vice President, Technical Operations
Uniform Evaluation Service
Richard Beck, PE, CBO, li1CP
Vice President, Uniform Evaluation Service
GP Russ Chanty
CEO, The IAPMO Group
For additional information about this evaluation report please visit
„n,,.uuirnrnr,ti.r r1, or email us at infii it uniform -mare
Data in accordance with [CC -ES AC180, dated February
2012 (editorially revised March 2018), manufacturer's
descriptive literature and installation instructions. Test
reports ate from laboratories in compliance with [SO/lEC
17025.
Page 2 of 7
412
Originally Issued: 07/3112015 Revised: 08/21/2020 Valid Through: 07/3112021
Table 2 A -Tiles M.-mufaclured at Denver (Henderson), CO
'file
Installed Dry
1Veightt
(psf)
Dimcnisiotts2
(inch)
Tile Factor
Length X Wid(h
Tr I W)
Ratio
Saxony - Shake. Slate. CotmEry
Slate Split old CnThatch
Thatc
y't'
17 X 13
1.56`
1.1 E5
Saxon - Impact
I0.5
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 1.068
For SI: 1 inch = 25.4 min. I psf = 4.8R kgfm'
Table 2 B -Tiles Mantrfaclured at Henderson, NV
Installed Dry Dimetnsions'-
Tile factor
Tile
Weirliti (inch)
Tr yl`)
Ratio'
(psf) I.cn-_th X Widu,
Es ana i Barcelona
9.0 17 X 12"s
1.470
1.045
Saxony 900 - Shake. Slatc,
y, l 17 \ 13
1.533
1.090
Country Shle
i
For SI: I inch - 25.4 mm, I psf- 4.88 kglni'
Table 2 C - Tiles Manufactured at Katy (Broul<shirc), TX
"file
Installed Dry
«'eight`
(pst)
Diniemsions=
(inch)
Tile Factor
Length l Widih
TF iIV)
Ratio
Barcelona - Impact
10.3
16% X 13
1.444
1.027
Saxony -- Country Shake. Country
Slate. Country Split Shake. English
Thatch
10.3
16% X 13
1.392
0.989
Saxony - 1111 rtcl
10.5
16%, X 13
1.392
0.989
-Shake, Slate
111.3
16% X 13
1.392
0.989
-Saxony
Teas Es aita r Barcelona
9.0
16Y X 13
1.407
I.000
Villa
9.0
16% X 13
1.407
1.000
For SI: I inch - 25.4 mm. I psf - 4.8R k Am2
NOTES TO TABLES:
I. Used un a 3-inch hoad-lap.
2. Nominal dl]11CIISiOn,
Page 3 of 7
Q u
E78 412
Originally Issued: 07/31/2015 Revised: 08l2112020 Valid Through: 07/31/2021
Table 2 D -'files Manufactured at Lake Wales, FL
Tile
Installed Dry
Weight,
(psf)
Dinlenisions=
(inch)
Tile Factor
Length X Width
TF (ft')
Ratio t
Barcelona 900
9.5
17 X 13
1.525
1.084
Saxony 900 - Shake, Slate, Split
Shake, Country Slate
9.5
17 X 13
1.545
1.098
Spanish -S- Nuevo
9.9
17 X 9'/4
1.144
1 0.813
Villa 900
9.2
17 X 13
1.533
1 1.09p
For SI: I inch - 25.4 mm. I psf = 4.88 kgfm-
Table 2 E - Tiles Manufactured at Lathrop. CA
Tile
Installed Dry
S
Weight,
(psf)
Dimemsions2
(inch)
"I'ilc Factor
Length X Width
TF (ii3)
Ratio I
Barcelona 900
9.3
17 X 13
1.509
1.073
Saxon 900 - Shake. Slate
9A
17 X 13
1.533
1,090
For SE I inch - 25.4 nil. I psf = 4.88 kgm-
Table 2 F - Tiles ilfanufacturcd at Phoenix. A7
Tile
Installed Dry
weight)
(Ilst)
Dimemsions2
(inch)
Tile Factor
Length X Width
TF (It-')
Ratio'
Mission S! Barcelona
10.3
16'/1 X 13
1.494
1.062
Saxon - Shake. Slate
9.5
161/: X 13
1.494
LOG2
Villa
9.0
16'/2 X 13
1.407
1.000
For Sl: I inch - 25.4 nnn. 1 pst = 4.88 kgIm-
Table 2 G-'files Manufactured at Okeechobee, FL
Tile
Installed Dry
Weight'
(psf)
Dimemsions'
(inch)
Tile Factor
Length X Width
TF (RI)
Ratio I
Bermuda
12.44
161/s X I01h,
1.036
0.736
):Slate "S"
7.9
16% X 13
1.417
1.007
Galena Spanish "S"
9.3
17 X 10
1.144
0.831
Plantation
] 0.4
16% X 13
1.426
1.014
Saxony 900
9.3
17 X 13
1.533
L090
Nor JI: I men = 2�- 4 mill. I pst — 4.Mi Kgrm'
NOTES TO TABLES:
I . Used on a 3-inch head -lap.
2. ]Nominal dimension.
Page 4 of 7
412
Originally Issued: 07/3112015 Revised: 08/21/2020 Valid Through: 07/31/2021
'rahle 2 II - Tiles Manufactured at Rialto, CA
Tile
Installed Dry
Weights
(psf?
Dimenisionsz
{inch)
Tile Factor
Length X Width
TF (ft')
Ratio'
H-S ana / Barcelona
9.0
17 X 123!3
1.454
1.033
Es aria 600 / Barcelona 600
5.9
17 X 121.19
1.454
1.033
Saxony 600 - Slate, Shake, Split
Shakc
5.9
17 X 13
1.533
1.090
Saxony 700 — Slate, Shake, Split
Shake
7.1
17 X 13
1.533
1.090
Saxony 900 - Slate. Shake, Country
Shakc
9.3
17 X 13
I.533
1,090
Villa 600
5.8
17 X 13
1.494
1.061
Villa 900
9.!)
17 X 13
1.494
1 1.061
For St: 1 inch = 25.4 Rini. I psf = 4.83 kgfnr
Table 2 I - Tiles Manufactured at Stockton (French Camp), CA
Tile
Installed Dry
Weight'
(I)SO
Dimemsionsz
(it,ch)
Tile Factor
Length X Width
TF (f[')
Ratio �
Cedarlite 600
5.9
13'/• X 13
0.9.32
0.673
Madera 700
7.2
13'1/ X 13
0,947
0.673
Madera 900
9.5
13'/2 X 13
0,947
0.673
Saxonv 600 — State, Shake. Split 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 — I lartford Slate. Shake,
Slate. Country Slate
9.1
17 X 13
1.533
1.090
Saxony 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 St. I inch 25.4 mm, I psf - 4.98 kg-m2
NOTES TO TABLES:
I. Used on a 3-inch head -lap.
2. Nominai dimension.
Page 5 of 7
J
U
ES r �.a. 412
Originally Issued: 07/3112015 Revised: 08121/2020 Valid Through: 07/31/2021
CALIFORNIA SUPPLEMENT
BORAL ROOFING
7575 Irvine Center Drive, Suite 100
Irvine, California 92618
(949)756-1605
«-«•tiS .buraltinteric:t.cont
CONCRETE ROOF TILES
CS1 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 ER412.
2.4 Bgra1 Roofing concrete roof tiles used on structures
regulated by the Division of the State Architect or the Office
of Statewide Planning and Development are subject to
installation provisions in CBC Section 1513.
For additional information ahoot this evaluation report please visit
i," or email us at into a uniTnnn-s.or-
2.2 Roof Tilcs 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. I.
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.
Page 6 of 7
��,� 5 412
Originally Issued: 07/3112015 Revised: 08/21/2020 Valid Through: 07/3112021
FLORIDA SUPPLEMENT
BORAL ROOFING
7575 Irvine Center Drive, Suite 100
Irvine, California 92618
(949) 756-1605
1F11'1�'.blli':II:tIriet"Il':LCUItt
CONCRETE ROOF TILES
CSI Section:
07 32 16 Concrete Roof Tiles
1.0 RECOGNITION
The Boral Rooting concrete roof tiles evaluated in IAPMO
UES ER412 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 611320-3.00&. 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 reporl.
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 lowmational 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 Rnof rile
Installation Mu nual, 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
loads shall be in accordance with Section 1609.5 of the FBC,
Building or Section R301.2.1 of the FBC. Residential, as
applicable.
(;or additional information about this evaluation report please vigil
»tip or email us at initj a unifnrne-
c.. n __
Page 7 of 7