ICC-ES Evaluation Report Reissued March 2014 This report is subject to renewal March 1, 2015

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1 ICC-ES Evaluation Report ESR-1694 Reissued March 2014 This report is subject to renewal March 1, (800) (62) A Subsidiary of the International Code Council DIVISION: THERMAL AND MOISTURE PROTECTION Section: Fiber Cement Siding REPORT HOLDER: NICHIHA CORPORATION 669 PEACHTREE INDUSTRIAL BOULEVARD, SUITE AA NORCROSS, GEORGIA (770) EVALUATION SUBJECT: NICHIHA ARCHITECTURAL WALL PANELS, VINTAGE WOOD AND EMPIRE BLOCK PANELS, AND SIERRA PREMIUM BOARDS AND SHAKES MADE WITH NICHIHA EX, M AND W SERIES FIBER CEMENT PRODUCT LINES 1.0 EVALUATION SCOPE Compliance with the following codes: 2012 and 2009 International Building Code (IBC) 2012 and 2009 International Residential Code (IRC) Properties evaluated: Structural Fire resistance Weather resistance Interior finish classification 2.0 USES The Nichiha fiber cement panels are used as wall coverings on interior and exterior walls in buildings of Type V Construction (IBC) and buildings constructed in accordance with the IRC. 3.0 DESCRIPTION 3.1 General: The Nichiha EX Series, M Series and W Series product lines are reinforced cement panels made of proprietary components and portland cement, the series having different formulations. The reinforced fiber cement panels comply with ASTM C1186, Type A. The Nichiha Architectural Wall Panels, Vintage Wood and Empire Block Panels (also denoted by EX Series panels) are shiplapped on either two or all four edges (see Table 1). The Sierra Premium Smooth Boards (also denoted by M Series boards) simulate wood planks and have square edges that allow the panels to lap. The Sierra Premium Shake Boards (also denoted by W Series Boards) simulate wood shakes. The panels and boards have nominal dimensions as noted in Table 1. Sierra Premium Boards are available in a primed condition. The top and right ship-lapped edges of the EX Series panels contain a continuous 1 / 4 -inch (6.3 mm) bead of factory-applied Nitta Gelatin, hot melt caulk, Type H-674BB, to provide a sealant between panels. 3.2 Accessory Materials: Clips: The clips are made from anodized aluminum or stainless steel, and have a minimum thickness of 0.04 inch (1.02 mm). Tables 2, 2A, and Figure 4, provide detailed information on Nichiha clips Starter Track and Sealant Backers: Accessories such as a starter track and sealant backers are provided by Nichiha U.S.A. The starter track for EX Series panels is made of galvalume and is 120 inches long by 2 3 / 4 inches high by 0.02 inch thick (3.0 m by 70 mm by 0.08 mm). The single-flange sealant backer is 3 / 8 inch (9.3 mm) wide and 6 1 / 2 feet (2 m) long. The double-flange sealant backer is 3 / 8 inch (9.3 mm) wide and 10 feet (3 m) long. Refer to Table 2A. 4.0 DESIGN AND INSTALLATION 4.1 General: The manufacturer s published installation instructions and this report must be adhered to and a copy of the instructions and this report must be available at all times on the jobsite during installation. The wall framing and sheathing must be covered with an approved water-resistive barrier in accordance with the applicable code. Single-flange sealant backer must be used at locations where the Nichiha EX Series panels butt against door and window trim, butt against inside corners, or butt against corner trims. All gaps must be filled with exterior-grade sealant conforming to ASTM C920. Trim and corners must be installed as required by the Nichiha installation instructions. 4.2 Nichiha Architectural ( EX Series) Wall Panels: General: The panels must be attached through the sheathing to the framing in accordance with Table 2 of this report using Nichiha panel clips which are supplied with the panels. Table 3 provides guidance on selection of the clips for various panel configurations and sheathing. The clips must be attached through the sheathing and water- 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 2014 Page 1 of

2 ESR-1694 Most Widely Accepted and Trusted Page 2 of 9 resistive barrier to the framing or to optional 2-by-4 furring strips with a specific gravity of 0.42 or greater, or an 18-gage or thicker furring channel. Flashing and accessories for the panels must be installed as required by the Nichiha installation instructions and the applicable code. The panels must be applied horizontally commencing from the bottom course of the wall. The J-shaped starter track must be fastened at a maximum of 16 inches (406 mm) on center with corrosionresistant with 0.19-inch (4.83 mm) shank diameter. Fasteners must penetrate wood studs or sill plate a minimum of 1 inch (2.4 mm) [ 1 / 2 inch (12.7 mm) for metal studs]. The panels must begin a minimum of 6 inches (12 mm) above finished grade; panel spacing above hardscapes must be in accordance with the manufacturer s published installation instructions. The first panel is inserted into the starter piece and secured to the framing using the appropriate clips as noted in Table 3 of this report. Additionally, a Short Panel Clip is inserted at the bottom of all vertical panel joints. Vertical joints of 72-inchlong (1829 mm) panels must be ship-lapped and held in place with joint clips as described in Table 3. Vertical joints of 72-inch-long (1829 mm) panels may fall between two studs, provided Long Joint Clips (JEL61 or JEL1) are used to bridge the studs. The vertical joints of 120-inchlong (3048 mm) panels must fall on studs/furring strips. To resist the transverse loads, the panels must be installed in accordance with Sections and of this report Transverse Load Capacity: Wood Stud Construction: Wood studs, nominally 2-by-4 and stud grade with a specific gravity of 0.42 or greater, must be spaced no greater than described in Table 3 and must be covered with minimum 7 / 16 -inchthick (11.1 mm), exposure 1, rated sheathing complying with PS-2 and fastened to the framing per the applicable code. The Nichiha EX Series Panels must be installed horizontally, and fastened through the sheathing into the framing with a series of Nichiha panel clips which are installed at the top of each panel at each stud. The clips must be fastened through the sheathing into the studs, using corrosion-resistant fasteners, as described in Table 2. With the Nichiha panels seated properly in place, the Long Joint Clip (JEL1/61) must be inserted at the top of the vertical panel joint and fastened directly to the studs. The allowable loads for different panel thicknesses and stud spacings are listed in Table Steel Stud Construction: Steel studs having a minimum yield strength of 33 ksi must be minimum No.18 gage, 3 / 8 -by-1 / 8 inch (92.1 by 41.3 mm), C-shaped metal studs and must be spaced a maximum of 16 inches (406 mm) on center. The 1 / 2 -inch-thick (12.7 mm) gypsum sheathing must comply with ASTM C1396. The Nichiha panels must be installed horizontally, with each panel fastened through the gypsum sheathing to the steel studs with a series of Nichiha panel clips as set forth in Table 2, which are installed at the top of each panel at each stud. The clips must be fastened to the studs using one No.10 by 1 1 / 2 -inch-long (38.1 mm) sheet metal, or as described in Table 2. The allowable loads for different panel thicknesses and installation configurations are listed in Table Sierra Premium Boards: General: Spacing of wood studs must not exceed 16 inches (406 mm) on center. The wood studs must have a minimum specific gravity of 0.42 and must be covered with minimum 7 / 16 -inch-thick (11.1 mm), exposure 1, rated sheathing complying with PS-2 and fastened to the framing per applicable code. The starter strip must be installed as required by Nichiha s installation instructions and the applicable code. The boards must be applied horizontally commencing level with the bottom of the wall sheathing or mudsill. See Figure 3 of this report. The starter strip may be a 1 / 3 -width-strip cut horizontally from a Sierra Premium a 1 / 2 -inch (12.7 mm) Nichiha FS1010 shim, pressure-treated lumber or other suitable material (see manufacturer s published installation instructions). The first course of the boards must be installed horizontally with the bottom edge overlapping the starter strip by 1 / 4 inch (6.3 mm). There must be a minimum 1 1 / 4 -inch (31.8 mm) overlap on the horizontal joints between courses. The boards must be fastened through the sheathing to each stud with a corrosion-resistant, No. 8, ribbed, bugle-head [0.37-inch (9.3 mm) head diameter] screw. Alternatively, a hot-dipped galvanized, full-round head [minimum inch-diameter (.61 mm) head] siding nail may also be used. Fasteners must penetrate into a wood holding member a minimum of 1 inch (2.4 mm). All vertical joints must fall on studs or solid wood framing. When boards are installed over OSB/plywood sheathing using nails, board ends must be secured with a corrosion-resistant, No. 8, ribbed, bugle-head screw at each butt joint. Sierra Premium 1 / 2 -inch-thick (12.7 mm) boards may be installed without 7 / 16 -inch-thick (11.1 mm) rated sheathing. The panels attached to wood studs are constructed as noted in this section. Install Sierra Premium Boards with moderate contact at butt joints. Joint flashing at least 3 inches (76 mm) in width, and with a length of 2 inches (1 mm) minimum above board height, must be used behind the butt joint Transverse Load Capacity: When Nichiha Sierra Premium Boards are constructed in accordance with Section 4.3.1, allowable positive and negative loads are as listed in Table 4 of this report. 4.4 Vintage Wood and Empire Block Vertical Panels: General: The Nichiha Vertical panels must be attached to minimum 7 / 16 -inch-thick (11.1 mm) OSB sheathing using Nichiha Panel Clips, which are supplied with the panel. The starter track must be fastened to the studs or sill plate at every pre-holed location with No. 8 by 1 1 / 2 -inch-long (38.1 mm) wood, which must penetrate the studs or sill plate a minimum of 1 inch (2.4 mm). The starter track must be installed horizontally a minimum of 6 inches (12 mm) above ground. The bottom of the panels must be placed on top of the starter track. The panels must be placed vertically commencing from the bottom of the wall using Panel Clips (JE0) at 16 inches (406 mm) on center. The vertical joint must be flashed with Z flashing in accordance with the manufacturer s published installation instructions. Spacing of wood studs must not exceed 16 inches (406 mm) on center. The studs must have a minimum specific gravity of Vertical joints occurring at the corners must fall on studs and/or furring strips Transverse Load Capacity: When the / 8 -inchthick (1.9 mm) Nichiha Vintage Wood and Empire Block panels are used in a vertical application and constructed in accordance with Section 4.4.1, allowable positive and negative loads are as listed in Table One-hour Fire-resistance-rated Wall Assemblies: Nichiha panels may be used as a component of one-hour fire-resistance-rated wall assemblies as shown in Table. 4.6 Interior Finish: The Nichiha panels are a Class A interior wall finish when installed with wall studs and spacing as required for

3 ESR-1694 Most Widely Accepted and Trusted Page 3 of 9 exterior wall covering, and panels are attached directly to wood studs with 6d common nails which penetrate at least 1 inch (2.4 mm) into the studs..0 CONDITIONS OF USE The Nichiha panels and boards 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:.1 The products are manufactured, identified and installed in accordance with this report and the manufacturer s published installation instructions. In the event of a conflict between the manufacturer s published installation instructions and this report, this report governs..2 Installation is limited to buildings of Type V (IBC) construction, and buildings constructed under the IRC..3 In exterior wall applications, the panels must be mechanically attached to walls that are braced in accordance with the applicable code..4 All panel cut edges must be primed or painted prior to installation.. The panels are manufactured in Iwaki, Fukushima, Japan; Shimonoseki, Yamaguchi, Japan; Narashino, Chiba, Japan; Takahagi, Ibaragi, Japan; and Nagoya, Aichi, Japan. 6.0 EVIDENCE SUBMITTED 6.1 Data in accordance with the ICC-ES Acceptance Criteria for Fiber Cement Siding Used as Exterior Wall Siding (AC90), dated June 2012, editorially revised November Reports of tests in accordance with ASTM E Reports of tests in accordance with ASTM E Reports of testing in accordance with ASTM E IDENTIFICATION Affixed to each panel is a label bearing the Nichiha Corporation name, the product name ( M, EX, or W Series panels), and the evaluation report number (ESR-1694). TABLE 1 NICHIHA FIBER CEMENT PRODUCT DESCRIPTIONS PANEL INSTALLATION TYPE SERIES THICKNESS WIDTH LENGTH PANEL EDGES Architectural Wall Panels (installed horizontally with special clips) EX / 8 inch 3 / 4 inch 18 inches 6 feet Four-way shiplapping 6 1 / 4 inches Sierra Premium Smooth Boards (lap siding horizontal) M 1 / 2 inch 7 1 / 4 inches 10 feet 8 1 / 4 inches Square Sierra Premium Shake Boards (lap siding horizontal) W 1 / 2 inch 9 inches 9 feet, 4 inches Vintage Wood and Empire Block Panels (installed vertically with special clips) EX / 8 inch 18 inches 10 feet Two-way shiplapping For SI: 1 inch = 2.4 mm; 1 foot = 30 mm.

4 ESR-1694 Most Widely Accepted and Trusted Page 4 of 9 CLIP JE60 JEL61 JE0 JEL1 JES301 JES302 For SI: 1 inch = 2.4 mm. CLIP NAME Short Panel Clip for mm rainscreen Long Joint Clip for mm rainscreen Short Panel Clip for mm rainscreen Long Joint Clip for mm rainscreen High windboard clip for mm rainscreen High windboard clip for mm rainscreen TABLE 2 NICHIHA CLIP CHART FOR EX SERIES WALL PANELS CLIP DIMENSIONS (inches) 0.04-by by by-2.9- by by by by-2.9- by by by-26-2 MATERIAL USE LOCATION FASTENER Stainless Steel Stainless Steel Stainless Steel Stainless Steel Anodized Aluminum Anodized Aluminum 18 mm On the stud 18 mm Panel joint 16 mm On the stud 16 mm Panel joint (16 mm) On the stud 16 mm On the stud Note: For fastening into wood framing, use with minimum head diameter of 3 / 8 inch, minimum shank diameter of inch, and with sufficient length to penetrate into the wood holding member to achieve sufficient withdrawal capacity to withstand the design transverse loads as described in the Required Fastener Withdrawal Capacity column in Table 3. TABLE 2A NICHIHA ACCESSORIES FOR EX SERIES WALL PANELS TYPE DIMENSIONS (inches) USE Starter track FA100 B 120 L-by-2. W-by-.04 T Placed at the bottom of walls, over large openings, and over large storefront openings Single Flange Backer FHK1110R, FHK1017R Double Flange Backer FH1010R, FH L-by-2.12 W-by-.012 T Single-flange sealant backer must be used at locations where the Nichiha panels butt against door and window trim, butt against inside corners, or butt against corner trims. 120 L-by-2 W-by-.012T Double-flange sealant backer must be used at vertical expansion joints. Fiber Cement Panel Thickness TABLE 3 ALLOWABLE PRESSURE FOR NICHIHA EX SERIES FIBER CEMENT PANELS REQUIRED PANEL INSTALLATION CONFIGURATION Minimum Maximum Required Framing Stud Clip Required 2 Spacing 4 Material Required Clip Description ALLOWABLE TRANSVERSE WIND PRESSURES (psf) REQUIRED FASTENER WITHDRAWAL CAPACITY 1 (lbs) / 8 inch 18 gage steel studs 12-inches Steel JE0/JEL / 8 inch 18 gage steel studs 16-inches Steel JE0/JEL / 8 inch 18 gage steel studs 12-inches Aluminum JES / 8 inch 18 gage steel studs 16-inches Aluminum JES / 4 inch 18 gage steel studs 12-inches Steel JE60/JEL / 4 inch 18 gage steel studs 16-inches Steel JE60/JEL / 4 inch 18 gage steel studs 12-inches Aluminum JES / 4 inch 18 gage steel studs 16-inches Aluminum JES For SI: 1 inch = 2.4 mm; 1 psf = 47.9 Pa. 1. Minimum No.10 sheet metal screw in withdrawal from 18 gage steel studs. The required withdrawal capacity is based on 18 inch deep panels fastened at the clip/fastener/stud spacing. The calculated value indicates the fastener withdrawal capacity required to ensure the full siding capacity is utilized. Any fastener to frame/sheathing combined may be used that meets the required fastener withdrawal capacity. 2. Studs must be minimum 18 gage steel studs or equivalent. Clips/fasteners must be installed at each stud location. Where wood studs are used, sizing and material must be at a minimum as required in Section of this report and capable of resisting allowable transverse wind pressures and fastener withdrawal capacity from wood holding member must be as tabulated above, 3. Sheathing must be minimum ½-inch gypsum sheathing or equivalent. Framing and installed sheathing must be capable of resisting the full design wind pressures.

5 ESR-1694 Most Widely Accepted and Trusted Page of 9 TABLE 4 ALLOWABLE TRANSVERSE LOADS FOR NICHIHA SIERRA PREMIUM PANELS ASSEMBLY CONFIGURATION 1 / 2 -inch-thick Sierra Premium W Series (wood studs at 16 inches on center, with 7 / 16 -inch OSB/plywood) 1 / 2 -inch-thick Sierra Premium Horizontal M Series (wood studs at 16 inches on center) For SI: 1 psf = Pa; 1 inch = 2.4 mm. Negative Pressure (psf) WOOD STUD ASSEMBLY Positive Pressure (psf) TABLE NICHIHA PANELS IN ONE-HOUR FIRE-RESISTANCE-RATED EXTERIOR WALL ASSEMBLIES 1,2 PANEL TYPE-RATING THICKNESS INTERIOR FACE EXTERIOR FACE (EX Series) non-load-bearing 3 / 4 inch 3 / 8 -inch-deep, No.18 gage, steel C-shaped studs minimum yield strength of 33 ksi, spaced 16 inches on center, R13 glass fiber insulation in the cavity. / 8 -inch-thick, Type X gypsum wallboard applied vertically, fastened to the steel studs with 1 1 / 4 -inch-long, Type S, bugle-head, drywall spaced at 8 inches on center at perimeter and 12 inches on center in the field. Screw heads are treated with joint compound, and gypsum board joints are taped and treated with joint compound. One layer of 1 / 2 -inch-thick, Type X gypsum sheathing (with joints offset from interior sheathing) applied vertically and fastened to the studs with 1 1 / 4 -inch-long, Type S drywall spaced at 16 inches on center at perimeter and in the field. A water-resistive barrier consisting of asphalt- saturated felt, complying with ASTM D226, Type 1, is installed over the exterior gypsum sheathing. Nichiha panels installed in accordance with this report. (EX Series), limited loadbearing. The maximum allowable axial load must be 84 percent of the allowable design stress calculated in accordance with the NDS, but not exceed 228 psi. This equates to 1,200 pounds per nominally 2-by-4 stud, when stud grade spruce-pine-fir (South) is used. Vertical Vintage Wood and Empire Block (EX Series). The maximum allowable axial load must be 92 percent of the allowable design stress calculated in accordance with the NDS, but not exceed 378 psi. This equates to 1,986 pounds per nominal 2-by-4 stud, when No.2 Douglas fir lumber is used. Vertical Vintage Wood and Empire Block (EX Series), non-load-bearing 3 / 4 inch / 8 inch / 8 inch Nominally 2-by-4 wood studs, spruce-pine-fir (South), having a minimum specific gravity of 0.42, at 16 inches on center, R13 glass fiber insulation in the cavity. One layer of / 8 -inchthick, Type X gypsum wallboard, applied vertically and secured with 1 3 / 4 -inch-long, cup head gypsum sheathing nails spaced at 7 inches on center. Seams in the gypsum wallboard are treated with joint compound followed by tape and a second layer of joint compound. Nominal 2-by-4 wood studs Douglas fir select structural grade spaced 16 inches on center, R13 glass fiber insulation in the cavity; / 8 -inch-thick, Type X gypsum wallboard applied vertically, fastened to studs with 1 / 8 -inch, No.6 drywall at 8 inches on center, seams in the gypsum wallboard are treated with joint compound. 3 / 8 -inch-deep, No.20 gage, steel C-shaped studs, spaced 16 inches on center, R13 glass fiber insulation in the cavity, 7 / 16 -inch-thick OSB sheathing on fire side, oriented vertically and fastened to studs with 1 / 8 inch selftapping at 12 inches on center, / 8 -inch-thick, Type X gypsum wallboard applied vertically, fastened to studs with 1 / 8 -inch, No.6 drywall at 8 inches on center, seams in the gypsum wallboard are treated with joint compound. One layer of / 8 -inch-thick, Type X gypsum wallboard (with joints offset from interior sheathing) attached with 1 3 / 4 -inch-long roofing nails at 7 inches on center in the field and 4 inches on center at perimeter. Horizontal joints of sheathing must be blocked. A water-resistive barrier consisting of asphalt-saturated felt complying with ASTM D226, Type 1, is installed over the exterior gypsum wallboard. Nichiha panels installed in accordance with this report. 7 / 16 -inch-thick OSB sheathing on non-fire side, oriented vertically and fastened to studs with 3 1 / 4 -inch-long common nails at 12 inches on center; / 8 -inch-thick, Type X gypsum wallboard applied vertically, fastened to studs with 1 / 8 -inch, No.6 drywall at 8 inches on center, seams in the gypsum wallboard are treated with joint compound, 1-pound felt paper must be applied over the gypsum wallboard on the fire exposed side of the wall using 1 / 4 inch staples. Nichiha panels installed in accordance with this report. / 8 -inch-thick, Type X gypsum sheathing applied vertically, fastened to studs with 1 / 8 inch, No.6 drywall at 8 inches on center, seams in the gypsum sheathing are treated with joint compound, 1-pound felt paper must be applied over the gypsum sheathing on the fire-exposed side of the wall using 1 / 4 inch staples. Nichiha panels installed in accordance with this report. For SI: 1 inch= 2.4 mm, I 1b = 4.4 N. Footnotes: 1 Design loads are based on 9 foot wall heights. 2 The walls are rated for fire-resistance from the interior face only.

6 ESR-1694 Most Widely Accepted and Trusted Page 6 of 9 FIGURE 1 NICHIHA ARCHITECTURAL PANELS, TYPICAL HORIZONTAL INSTALLATION

7 ESR-1694 Most Widely Accepted and Trusted Page 7 of 9 FIGURE 2 NICHIHA ARCHITECTURAL PANELS, TYPICAL VERTICAL INSTALLATION

8 ESR-1694 Most Widely Accepted and Trusted Page 8 of 9 FIGURE 3 NICHIHA SIERRA PREMIUM BOARDS, TYPICAL INSTALLATION

9 ESR-1694 Most Widely Accepted and Trusted Page 9 of 9 FIGURE 4 NICHIHA INSTALLATION CLIPS AND TRACKS

10 ICC-ES Evaluation Report (800) (62) ESR-1694 FBC Supplement Issued March 2014 This report is subject to renewal March 1, 201. A Subsidiary of the International Code Council DIVISION: THERMAL AND MOISTURE PROTECTION Section: Fiber Cement Siding REPORT HOLDER: NICHIHA CORPORATION 669 PEACHTREE INDUSTRIAL BOULEVARD, SUITE AA NORCROSS, GEORGIA (770) EVALUATION SUBJECT: NICHIHA ARCHITECTURAL WALL PANELS, VINTAGE WOOD AND EMPIRE BLOCK PANELS, AND SIERRA PREMIUM BOARDS AND SHAKES MADE WITH NICHIHA EX, M AND W SERIES FIBER CEMENT PRODUCT LINES 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that Nichiha Architectural Wall Panels and Sierra Premium Boards and Shakes, recognized in ICC-ES master evaluation report ESR-1694, 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 Nichiha Architectural Wall Panels and Sierra Premium Boards and Shakes, described in Sections 2.0 through 7.0 of the master evaluation report ESR-1694, 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 conditions apply: Design wind loads must be based on Section 1609 of the 2010 Florida Building Code Building or Section of the 2010 Florida Building Code Residential, as applicable. Load combinations must be in accordance with Section or of the 2010 Florida Building Code Building, as applicable. Use of the Nichiha Architectural Wall Panels and Sierra Premium Boards and Shakes 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 supplemental 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 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 2014 Page 1 of

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