Most Widely Accepted and Trusted 0 ICC‐ES Report ESR‐1775
ICC‐ES | (800) 423‐6587 | (562) 699‐0543 | www.icc‐es.org
000 Reissued 03/2016
This report is subject to renewal 03/2017.
DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION SECTION: 07 32 16—CONCRETE ROOF TILES REPORT HOLDER: HANSON ROOF TILE, INC. TH
1340 SOUTHWEST 34
AVENUE DEERFIELD BEACH, FLORIDA 33442 EVALUATION SUBJECT: EXTRUDED INTERLOCKING CONCRETE ROOF TILES: HACIENDA, HANSON FLAT AND REGAL Look for the trusted marks of Conformity! “2014 Recipient of Prestigious Western States Seismic Policy Council (WSSPC) Award in Excellence” ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not
specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a
recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as
to any finding or other matter in this report, or as to any product covered by the report.
Copyright © 2016 ICC Evaluation Service, LLC. All rights reserved.
A Subsidiary of ICC-ES Evaluation Report
ESR-1775
Reissued March 2016
This report is subject to renewal March 2017.
www.icc-es.org | (800) 423-6587 | (562) 699-0543
DIVISION: 07 00 00—THERMAL AND MOISTURE
PROTECTION
Section: 07 32 16—CONCRETE ROOF TILES
applied to the exposed surface in a cementitious material
or mixed integrally with the tile mix to produce a throughcolored product. Ridge, rake and trim units are produced to
match each tile profile. Refer to Table 1 for dimensions and
installed weights. See Figures 1 through 3 for profile
illustrations and Table 2 for tile factors and tile factor ratios.
REPORT HOLDER:
HANSON ROOF TILE, INC.
TH
1340 SOUTHWEST 34 AVENUE
DEERFIELD BEACH, FLORIDA 33442
(954) 421-2077
www.hansonrooftile.com
The attributes of the roof tiles have been verified as
conforming to the provisions of CALGreen Section
A5.406.1.2 for reduced maintenance. Note that decisions
on compliance for those areas rest with the user of this
report. The user is advised of the project-specific
provisions that may be contingent upon meeting specific
conditions, and the verification of those conditions is
outside the scope of this report. These codes or standards
often provide supplemental information as guidance.
EVALUATION SUBJECT:
EXTRUDED INTERLOCKING CONCRETE ROOF TILES:
HACIENDA, HANSON FLAT AND REGAL
4.0 INSTALLATION
1.0 EVALUATION SCOPE
4.1 General:
1.1 Compliance with the following codes:
®
 2015, 2012 and 2009 International Building Code (IBC)
 2015, 2012 and 2009 International Residential Code
(IRC)
®
†
 2013 Abu Dhabi International Building Code (ADIBC)
†
The ADIBC is based on the 2009 IBC. 2009 IBC code sections referenced
in this report are the same sections in the ADIBC.
Properties evaluated:
 Fire classification
 Weather resistance
 Wind uplift resistance
1.2 Evaluation to the following green code:
 2013 California Green Building
(CALGreen), Title 24, Part 11
Standards
A Subsidiary of the International Code Council ®
Code
Attributes verified:
 See Section 3.0
2.0 USES
The Hanson extruded concrete roof tiles are used as Class
A roof coverings in accordance with Section 1505.2 of the
IBC and Section R902.1 of the IRC.
3.0 DESCRIPTION
These roof tiles are regular-weight extruded concrete roof
tiles with interlocking ribs on the longitudinal edges of
the tiles to restrict lateral movement and provide a waterstop. The roof tiles are designed with anchor lugs, and
are manufactured from portland cement, sand, water and
proprietary additives. Mineral coloring oxides are either
Installation of the Hanson Roof Tiles must be in
accordance with the Concrete and Clay Roof Tile
Installation Manual for Moderate Climate Regions, dated
March 2010, published by the Tile Roofing Institute and
Western States Roofing Contractors Association (herein
referred to as the TRI/WSRCA installation manual), except
as otherwise noted in this report. In case of a conflict
between the installation manual and this report, this report
governs. This report and the TRI/WSRCA installation
manual must be available at the jobsite at all times during
installation. Care must be taken during field installation to
ensure that horizontal joints are kept parallel to the eave
and vertical joints are at right angles to the eave in order to
ensure uniform contract between the tiles and proper fit
and appearance. All cracked and broken roof tiles must be
replaced.
4.2 Wind Uplift Resistance:
4.2.1 2015 IBC, 2015 IRC and 2012 IBC: For ultimate
design wind speeds (Vult) of 130 mph (209 km/h) or less
and mean roof heights of 60 feet (18.3 M) or less for the
IBC or 40 feet (12 192 mm) or less for the IRC, tiles
must be installed in accordance with the prescriptive
parameters of IBC Table 1507.3.7 or IRC Section
R905.3.7, as applicable.
4.2.2 2012 IRC: For basic wind speeds (3-second gust) of
100 mph (161 km/h) or less and mean roof heights of
40 feet (12,192 mm) or less, tiles must be installed in
accordance with the prescriptive parameters of IRC
Section R905.3.7.
4.2.3 2009 IBC and IRC: For basic wind speeds
(3-second gust) of 100 mph (161 km/h) or less and mean
roof heights of 60 feet (18 288 mm) or less for the IBC or
ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed
as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as
to any finding or other matter in this report, or as to any product covered by the report.
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ESR-1775 | Most Widely Accepted and Trusted
Page 2 of 3
40 feet (12 192 mm) or less for the IRC, tiles must be
installed in accordance with the prescriptive parameters of
Table 1507.3.7 of the IBC or Section R905.3.7 of the IRC,
as applicable. For applications beyond these prescriptive
parameters, the tiles and the fastening systems must
be designed to withstand the aerodynamic wind uplift
moment in accordance with the section on Design
Considerations for High Wind Applications in Appendix
B of the TRI/WSRCA installation manual. The generic
required aerodynamic uplift moment, determined in
accordance with Tables 5A through 6D of the TRI/WSRCA
installation manual, must be multiplied by the applicable
tile factor ratio specified in Table 2 of this report to obtain
the required aerodynamic uplift moment for the specific
roof tile being installed. The allowable aerodynamic uplift
moment for the roof tile fastening system selected from
Table 7A of the TRI/WSRCA installation manual, must be
equal to or greater than the required aerodynamic uplift
moment for the specific roof tile being installed.
4.6 Reroofing Applications:
Mechanically fastened tiles may be installed over existing
roofs, provided the requirements of 2015 IBC Section
1511, 2012 and 2009 IBC Section 1510 or 2015 IRC
Section R908, 2012 and 2009 IRC Section R907, as
applicable, are met. The fire classification is as noted in
Section 4.4.
5.0 CONDITIONS OF USE
5.1 The Hanson extruded concrete roof tiles described in
this report comply with, or are suitable alternatives to
what is specified in, those codes listed in Section 1.0
of this report, subject to the following conditions:
5.2 The tiles must be manufactured and identified in
accordance with this report, and installed in
accordance with this report, the applicable code, and
the TRI/WSRCA installation manual, dated March
2010. If there is a conflict between the manufacturer’s
instructions and this report, this report governs.
4.3 Adhesively Attached Systems:
5.3 The roof sheathing and roof framing system must be
designed for the appropriate loads determined in
accordance with the applicable code, subject to the
approval of the code official.
The Hanson extruded concrete roof tiles may be installed
with roof tile adhesives that are recognized in a current
ICC-ES evaluation report for use in concrete roof tile
applications. Installation of tiles using these adhesively
attached systems, including fire classification and wind
uplift resistance, must be in accordance with the adhesive
manufacturer’s ICC-ES evaluation report.
5.4 The tiles are manufactured at the locations noted
in Table 1 under a quality-control program with
inspections by ICC-ES.
6.0 EVIDENCE SUBMITTED
4.4 Fire Classification:
When installed in accordance with this report, the Hanson
extruded concrete roof tiles are Class A roof coverings in
accordance with IBC Section 1505.2 and IRC Section
R902.1. When roof tiles are installed with a roof tile
adhesive, installation must be in accordance with
ESR-1709.
Data in accordance with the ICC-ES Acceptance Criteria
for Clay and Concrete Roof Tiles (AC180), dated February
2012 (editorially revised April 2015).
7.0 IDENTIFICATION
The underside of each tile is imprinted with the name
“Hanson” and the letter “H”. Each shipping pallet has a
label bearing the Hanson Roof Tile name, the
manufacturing address, and the tile designation, color,
product code number, production date, installed weight,
and the evaluation report number (ESR-1775).
4.5 Roof Slope Limitation:
1
Tiles must be installed on roof slopes of between 2 /2:12
(21 percent) and 21:12 (175 percent). Tiles may be
installed at a roof slope greater than 21:12 when the
bottom edge of each tile is secured with a roof tile clip or
nail in accordance with the TRI/WSRCA installation
manual.
TABLE 1—TILE DIMENSIONS, WEIGHTS, AND MANUFACTURING FACILITIES
REGULAR WEIGHT TILES
DIMENSIONS
TILE
DESIGNATION
INSTALLED
DRY WEIGHT
(psf)
Length
(inches)
Width
(inches)
Hacienda
9.1
1714
13
Deerfield Beach, FL
Luling, TX
Fort Myers, FL
Hanson Flat
9.5 – 10.5
171/4
13
Deerfield Beach, FL
Luling, TX
Fort Myers, FL
Regal
9.9
171/4
131/4
Deerfield Beach, FL
Luling, TX
For SI: 1 inch = 25.4 mm, 1 ft-lbf = 1.356 Nm.
MANUFACTURING
FACILITY
ESR-1775 | Most Widely Accepted and Trusted
Page 3 of 3
TABLE 2—TILE FACTORS AND TILE FACTOR RATIOS
DIMENSIONS
TILE
DESIGNATION
Hacienda
LENGTH
(inches)
171/4
WIDTH
Total
(inches)
Exposed
(inches)
13
113/4
TILE FACTOR
(ft³)
TILE FACTOR
RATIO
1.538
1.093
Hanson Flat
17 /4
13
121/8
1.587
1.128
Regal
171/4
131/4
113/4
1.538
1.093
1
For SI: 1 inch = 25.4 mm, 1 ft-lbf = 1.356 Nm.
Notes:
1
The interlocking sidelap for the Hacienda is 15/16 inch.
2
The interlocking sidelap for the Regal is 11/2 inch.
3
The interlocking sidelap for the Hanson Flat is 3/4 inch.
4
The tile adjustment factors are referenced to a tile factor of 1.407 (ft³). See Section 4.2 of this report and Appendix B of
the TRI/WSRCA installation manual for additional details.
FIGURE 1—HACIENDA TILES
FIGURE 2—HANSON
FIGURE 3—REGAL TILES
ICC-ES Evaluation Report
ESR-1775 Supplement
Reissued March 2016
This report is subject to renewal March 2017.
www.icc-es.org | (800) 423-6587 | (562) 699-0543
A Subsidiary of the International Code Council ®
DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION
Section: 07 32 16—Concrete Roof Tiles
REPORT HOLDER:
HANSON ROOF TILE, INC.
1340 SOUTHWEST 34TH AVENUE
DEERFIELD BEACH, FLORIDA 33442
(954) 421-2077
www.hansonrooftile.com
EVALUATION SUBJECT:
EXTRUDED INTERLOCKING CONCRETE ROOF TILES: HACIENDA, HANSON FLAT AND REGAL
1.0 REPORT PURPOSE AND SCOPE
Purpose:
The purpose of this evaluation report supplement is to indicate that the Hanson Roof Tiles, recognized in ICC-ES master
report ESR-1775, have also been evaluated for compliance with the codes noted below.
Applicable code editions:
 2010 Florida Building Code—Building
 2010 Florida Building Code—Residential
2.0 CONCLUSIONS
The extruded concrete roof tiles described in Sections 2.0 through 7.0 and in Tables 1 through 5 of the master evaluation
report, ESR-1775, comply with the 2010 Florida Building Code—Building and the 2010 Florida Building Code—Residential,
®
provided the design and installation are in accordance with the International Building Code provisions noted in the master
report, and the following condition applies: The Hanson extruded concrete roof tiles must be installed in accordance with
Section 1507.3 of the Florida Building Code—Building.
Use of the concrete roof tiles described in the master evaluation report for compliance with the High-Velocity Hurricane
Zone provisions of the 2010 Florida Building Code—Building and the 2010 Florida Building Code—Residential has not been
evaluated, and is outside the scope of this evaluation report.
For products falling under Florida Rule 9N-3, verification that the report holder’s quality-assurance program is audited by a
quality-assurance entity approved by the Florida Building Commission for the type of inspections being conducted is the
responsibility of an approved validation entity (or the code official, when the report holder does not possess an approval by
the Commission).
This supplement expires concurrently with the master report, reissued March 2016.
ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed
as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as
to any finding or other matter in this report, or as to any product covered by the report.
1000
Copyright © 2016 ICC Evaluation Service, LLC. All rights reserved.
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