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REVIEWED 05-08-24 Intumescent Paint ESL-1191ICC EVALUATION SERVICE www.icc-es.org 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® ICC-ES Listing Report Reissued November 2023 ESL-1191 Revised January 2024 This listing is subject to renewal November 2024. CSI: DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION Section: 07 81 23—Intumescent Fireproofing DIVISION: 09 00 00—FINISHES Section: 09 96 46—Intumescent Painting Product Certification System: The ICC-ES product -certification system includes evaluating reports of tests of standard manufactured product, prepared by accredited testing laboratories and provided by the listee, to verify compliance with applicable codes and standards. The system also involves factory inspections, and assessment and surveillance of the listee's quality system. Product: FLAMEOFF° FIRE BARRIER PAINT Listee: FLAMEOFF COATINGS, INC. Evaluation: FlameOfP Fire Barrier Paint is a water -based intumescent coating and was evaluated based on a tested wood framed non -load bearing wall assembly, non -load bearing structural steel columns, and structural steel W-shape beams (3-sided exposure) consisting of building -material components described in the Design Listings, tested in accordance with the following standards: ■ ASTM El19-18B, ASTM El 19-16 and ASTM El 19-12A, Standard Test Methods for Fire Tests of Building Construction and Materials, ASTM International. ■ UL 263-11 (with revisions through March 2018), UL 263-11 (with revisions through June 2015) and UL 263- 11, Standard for Fire Tests of Building Construction and Materials, Underwriters Laboratories, Inc. ■ CAN/ULC-S101-14, Standard Methods of Fire Endurance Tests of Building Construction and Materials, ULC Standards. Findings: FlameOff° Fire Barrier Paint, as a component of the assembly described in each ICC Design Listing, has met the performance criteria in accordance with ASTM El 19/CAN/ULC-S1 01, and as referenced in the applicable sections of the following code editions: ■ 2021, 2018 and 2015 International Building Code' Applicable Section: 703.2 ■ National Building Code of Canada° 2015 Applicable Section: Volume 1- Division B: Section 3.1.7. Identification: 1. The ICC-ES mark of conformity, electronic labeling, or the listing report number (ICC-ES ESL-1191), and when applicable, the ICC-ES listing mark, along with the name, registered trademark, or registered logo of the report holder must be included in the product label. 2. In addition, containers of the intumescent material bear the company name (FlameOff Coatings, Inc.) and address, product name (FlameOff° Fire Barrier Paint), storage and shelf -life information. Listings are not to he 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 listing or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or ffi implied, as to any finding or other matter in this listing, or as to any product covered by the listing. of a Copyright © 2024 ICC Evaluation Service, LLC. All rights reserved. Page 1 of 12 ESL-1191 I Most Widely Accepted and Trusted Page 2 of 12 3. The report holder's contact information is the following: FLAMEOFF COATINGS, INC. 3915 BERYL ROAD, SUITE 130 RALEIGH, NORTH CAROLINA 27607 (888) 816-7468 www.flameoffcoatings.com Installation: The FlameOWI Fire Barrier Paint shall be installed in accordance with FlameOff Coatings, Inc.'s published installation instructions and applicable codes. Conditions of Listing: 1. Additional attributes and their applications can be found in the ICC-ES Evaluation Report, ESR-3874. 2. The listing report addresses only conformance with the standards and code sections noted above. 3. Approval of the product's use is the sole responsibility of the local code official. 4. The listing report applies only to the materials tested and as submitted for review by ICC-ES. 5. The FlameOff° Fire Barrier Paint described in this listing report is produced under a quality control program with inspections by ICC-ES. ICC Design No. IFRM-1191-01 ESL-1191 Reissued November 2023 This listing is subject to renewal November 2024. www.icc-es.orq 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® Applicant: FLAMEOFF COATINGS, INC Product: FLAMEOFF° FIRE BARRIER PAINT Standard: ASTM El 19 (UL 263) / CAN/ULC-S101 Assembly Rating: 2-Hour (Nonsymmetric Wood Stud Wall Assembly) Load: Non -Load Bearing Assembly: IFRM = Intumescent Fire -Resistive Materials Listings are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to he construed as an MJAB endorsement of the subject of the listing 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 listing, or as to any product covered by the listing. Copyright © 2024 ICC Evaluation Service, LLC. All rights reserved. Page 3 of 12 ICC Design No. IFRM-1191-01 I Most Widely Accepted and Trusted Page 4 of 12 COMPONENTS OF CONSTRUCTION: 1. FlameOffl Fire Barrier Paint — Applied to the exposed face of the wall assembly in accordance with manufacturer's instructions to the minimum dry film thickness of 43 mils (1.09 mm). Wood Framing — Nominal 2-inch by 4-inch (50.8 mm x 101.6 mm) wood studs. Top and bottom bearing plates [nominal 2-inch by 4-inch (50.8 mm x 101.6 mm) wood studs laid flatwise] were cut to 120-inch (3048 mm) lengths. One stud was centered along the vertical centerline of the assembly and all studs were spaced 16 inches (406.4 mm) on center from the vertical centerline. The end studs were spaced 12 inches (304.8 mm) on center. At each stud and bearing plate connection, two 3'h-inch (88.9 mm) long 16d nails were used. Nominal 2-inch by 4-inch (50.8 mm x 101.6mm) blocking were installed in between the studs along the horizontal centerline of the wall assembly. The blocking was staggered to allow two 3'/2-inch (88.9 mm) long 16d nails to be driven from either side of each section of blocking. Maximum height of the wall assembly was 115.5 inches (2933.7 mm). Gypsum Wallboard — Nominal 5/8-inch (15.9 mm) thick Type X gypsum wallboard by United States Gypsum Company, which was applied vertically to the wood studs on both sides of the wall assembly. The exposed face has one layer of gypsum wallboard while the unexposed face of the wall assembly had two layers of gypsum wallboard. The first layer (both exposed and unexposed) of gypsum wallboard was fastened to the wood framing using 1'/4-inch (31.8 mm) long Type W screws spaced 8 inches (203.2 mm) on center along the perimeter and in the field; and the second layer on the unexposed side was fastened with 2-inch long (50.8 mm) Type W screws spaced 8 inches (203.2 mm) on center along the perimeter and in the field. The vertical gypsum wallboard joints between layers of the unexposed face were staggered one stud cavity while the vertical joints were also staggered across stud cavities. All gypsum wallboard joints and screws received a Level 2 finish complying with ASTM C840 or GA216. ICC Design No. IFRM-1191-02 ESL-1191 Reissued November 2023 This listing is subject to renewal November 2024. www.icc-es.org 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® Applicant: FLAMEOFF COATINGS, INC Product: FLAMEOFF° FIRE BARRIER PAINT Standard: ASTM El 19 (UL 263) / CAN/ULC-S101 Structural Shape: W-shape (H-section or I -section) Columns IFRM = Intumescent Fire -Resistive Materials Listings are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to he construed as an q 1-1 191, endorsement of the subiect of the listing 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 listing, or as to any product covered by the listing.gxq a a Copyright © 2024 ICC Evaluation Service, LLC. All rights reserved. Page 5 of 12 ICC Design No. IFRM-1191-02 I Most Widely Accepted and Trusted Page 6 of 12 COMPONENTS OF CONSTRUCTION: 1. Structural Steel Column —Wide flange steel columns (H-section or I -section) with Hp/A or W/D section factors based on exposure on four sides. Columns shall be free of dirt, loose scale, and oil before application of metal alkyd primer. 2. Primer Coating — Structural steel to be primed with a layer of an alkyd metal primer with an average applied dry film thickness of 3.7 mils (0.09 mm). Primed surface should be cleaned, dried, and free of dirt, loose scale, grease, oil, and any contaminant that would inhibit bonding of the FlameOW Barrier Paint to the primer. 3. FlameOff) Fire Barrier Paint — Coating applied in accordance with manufacturer's instructions to the minimum dry film thicknesses shown in IFRM-1191-02 Table 1, based on the column section factor and fire resistance period. Coating thicknesses may be interpolated between section factors at the same fire resistance period. Extrapolation beyond the minimum and maximum section factors and fire resistance periods is not permitted. ICC Design No. IFRM-1191-02 1 Most Widely Accepted and Trusted Page 7 of 12 IFRM-1191-02 TABLE 1 - MINIMUM COATING THICKNESS FOR A W-SHAPE (H- OR I -SECTION) COLUMN SECTION FACTOR TO ACHIEVE ESTIMATED FIRE RESISTANCE PERIOD Section Factor Fire Resistance Period (min) 90 Er 120 Hp/A W/D N (m-') (Ibs./in) 1.91 Thickness in mm (mils) A80 1.79 Fv 1.67 85 1.58 r : ®��� •. 90 = 1.49 95 1.41 100 1.34 105 1.28 110 I 1.22 ®®�®® 120 *R.12 125 i 1.07®�®® 130 JL 1.03 135 0.99 140 0.96 145 0.92 ■®�® t �� 150 0.89 155 0.86 160 0.84 ®�®i 165 0.81 170 0.79 175 0.77 180 I 0.74®®� 185 0.72 190 0.71 195 0.69 200 0.67 205 0.65 210 220 VO.64215 225 230 I 0.58 . •®�� 235 = 240 0.57 0.56 245 0.55 250I 0.54 255 0.53 260 0.52 265 0.51 270 0.50 : : •� 275 ]L 0.49 :. 280 0.48 ®i • . 285 0.47 : • ®®i �® 290 0.46 295 0.45 300 0.45 305 0.44®�a® For SI: 1 inch = 25.4 mm Footnote: Empty cells ("-") indicate unknown performance of coating thickness. ICC Design No. IFRM-1191-03 ESL-1191 Reissued November 2023 This listing is subject to renewal November 2024. www.icc-es.org 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® Applicant: FLAMEOFF COATINGS, INC Product: FLAMEOFF° FIRE BARRIER PAINT Standard: ASTM El 19 (UL 263) / CAN/ULC-S101 Structural Shape: Steel Tube and Pipe Columns IFRM = Intumescent Fire -Resistive Materials Listings are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to he construed as an endorsement of the subject of the listing 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 listing, or as to any product covered by the listing. oo H Copyright © 2024 ICC Evaluation Service, LLC. All rights reserved. Page 8 of 12 ICC Design No. IFRM-1191-03 I Most Widely Accepted and Trusted Page 9 of 12 COMPONENTS OF CONSTRUCTION: 1. Structural Steel Column — Square tube, rectangular tube, or circular pipe steel columns with Hp/A or A/P section factors based on exposure on four sides. Columns shall be free of dirt, loose scale, and oil before application of metal alkyd primer. 2. Primer Coating — Structural steel to be primed with a layer of an alkyd metal primer with an average applied dry film thickness of 3.7 mils (0.09 mm). Primed surface shall be cleaned, dried, and free of dirt, loose scale, grease, oil, and any contaminant that would inhibit bonding of the FlameOffl Barrier Paint to the primer. 3. FlameOffl Fire Barrier Paint — Coating applied in accordance with manufacturer's instructions to the minimum dry film thicknesses shown in IFRM-1191-03 Table 1, based on the column section factor and fire resistance period. Coating thicknesses may be interpolated between section factors at the same fire resistance period. Extrapolation beyond the minimum and maximum section factors and fire resistance periods is not permitted. IFRM-1191-03 TABLE 1 — MINIMUM COATING THICKNESS FOR A STEEL TUBE OR PIPE COLUMN SECTION FACTOR TO ACHIEVE ESTIMATED FIRE RESISTANCE PERIOD Section Factor Hp/A A/P 45 (m-') (in) 80 0.49 Fire Resistance 60 Thickness in Period (min) 90 mm (mils) 120 85 0.46 90 0.44 ®� •' ®®® " 95 0.41 ®®�®�® • 100 0.39 r ®® •' �® 105 0.37 110 0.36 115 0.34 120 0.33 125 0.31 130 0.30 135 0.29 ��®� ' ' �� • • 140 0.28 ®�® �' �� • ' 145 0.27 150 0.26 155 0.25 160 0.25 165 0.24 170 0.23 ® • • ® ®®�® 175 0.22 180 0.22 185 0.21®® �� For SI: 1 inch = 25.4 mm Footnote: Empty cells ("") indicate unknown performance of coating thickness. ICC Design No. IFRM-1191-04 ESL-1191 Reissued November 2023 This listing is subject to renewal November 2024. www.icc-es.org 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® Applicant: FLAMEOFF COATINGS, INC Product: FLAMEOFF° FIRE BARRIER PAINT Standard: ASTM El 19 (UL 263) / CAN/ULC-S101 Structural Shape: W-Shape (H-section or I -section) Beams IFRM = Intumescent Fire -Resistive Materials Listings 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 listing or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or i —__ C� implied, as to any finding or other matter in this listing, or as to any product covered by the listing. coos cantle ,.. Copyright© 2024 ICC Evaluation Service, LLC. All rights reserved. Page 10 of 12 ICC Design No. IFRM-1191-04 I Most Widely Accepted and Trusted Page 11 of 12 COMPONENTS OF CONSTRUCTION: 1. Structural Steel Beams - Wide flange steel beams (H-section or I -section) with Hp/A or W/D section factors based on exposure on three sides. Beams shall be free of dirt, loose scale, and oil before application of metal alkyd primer. 2. Primer Coating - Structural steel to be primed with a layer of an alkyd metal primer with an average applied dry film thickness of 3.1 mils (0.08 mm). Primed surface shall be cleaned, dried, and free of dirt, loose scale, grease, oil, and any contaminant that would inhibit bonding of the FlameOffl Barrier Paint to the primer. 3. FlameOffl Fire Barrier Paint - Coating applied in accordance with manufacturer's instructions to the minimum dry film thicknesses shown in IFRM-1191-04 Tables 1 and 2 based on the beam section factor (exposure on three sides) and fire resistance period. Coating thicknesses may be interpolated between section factors at the same fire resistance period. Extrapolation beyond the minimum and maximum section factors and fire resistance periods is not permitted. 4. Concrete - Minimum thickness over the steel deck and form unit crests must be 21/2-inch-thick (63.5 mm) and have a minimum 3,000 psi (20.7 MPa) compressive strength and unit weight of 145 + 3 pcf (2323 + 48 kg/m3). - - 5. Steel Deck or Floor Units - Minimum 2-inch (50.8 mm) deep galvanized fluted units with a nominal thickness of 0.039-inch (0.99 mm); welded to the structural steel beam. 6. Shear Stud Connectors (Not Shown) - (Optional) Headed type or equivalent per AISC Specification. Connectors must be welded to the top flange of the structural steel beam through the steel decking. Studs shall be designed and installed in accordance with AISC guidelines to provide composite action (between structural steel beam and concrete deck), as required. 7. Mineral Wool Insulation (Not Shown) - Flute spaces between the structural steel beam and the steel deck shall be completely filled with mineral wool insulation having a minimum density of 6.15 pcf (98.5 kg/m3). IFRM-1191-04 TABLE 1 - MINIMUM COATING THICKNESS FOR A W-SHAPE (H- OR I -SECTION) BEAM SECTION FACTOR TO ACHIEVE ESTIMATED FIRE RESISTANCE PERIOD (UNRESTRAINED BEAM RATING). 1, 2 Unrestrained Beam Rating Section Factor Fire Resistance Period (min) Hp/A W/D 60 90 (m-') �bs.lin) Thickness in mm (mils) 70 1.91 80 1.67 .: 90_JEU 1.49 100 ,- 1.34 ® �� 110 'W1.22 ®®� 120 ]�12 130 1.03 �� : • 140 0.96 ®� 150 ii 0.89 160 0.84 168 -IW0.80 170 W 0.79 .: .. .: 180 7r 0.74 .:. • . 190 IN 0.71 ®i : • 194 in 0.69 200 in 0.67 210 in 0.64 ��0® 220 JW 0.61 • • �0® 230 1W 0.58 a® 240 ]JW 0.56 ®�a® 250 jr 0.54 For SI: 1 inch = 25.4 mm, 1 inch = 1000 mils Footnotes: 1 Empty cells ('-") indicate unknown performance of coating thickness. 2 The design loads used for testing the steel beam assemblies are based on the worst -case flexural design load of the structural steel beam in accordance with AISC (Specification for Structural Steel Buildings), unless noted otherwise. Both Allowable Strength Design (ASD) and Load and Resistance Factor Design (LRFD) methods were considered. ICC Design No. IFRM-1191-04 I Most Widely Accepted and Trusted Page 12 of 12 IFRM-1191-04 TABLE 2 — MINIMUM COATING THICKNESS FOR A W-SHAPE (H- OR I -SECTION) BEAM SECTION FACTOR TO ACHIEVE ESTIMATED FIRE RESISTANCE PERIOD (RESTRAINED BEAM RATING). 1, 2 Section Hp/A (m-1) 70 Restrained Factor W/D (lbs✓in) 1.91 Beam Rating Fire Resistance Period 60 90 Thickness in mm (mils) (min) 120 80 90 1.67 1.49 100 1.34 • 110 1.22 �• '' •• 120 1.12 ®�® • • ' 130 1.03 140 0.96 150 0.89®® •' •' 160 0.84 168 0.80 170 0.79 180 0.74 190 0.71 •' ��® 194 0.69 200 210 0.67 0.64 •' 0®�® 220 0.61 ® • • 0®�® 230 0.58 240 0.56 ' • ' ' 0®0® 250 0.54 0®�® For SI: 1 inch = 25.4 mm, 1 inch = 1000 mils Footnotes: ' Empty cells ("") indicate unknown performance of coating thickness. 2 The design loads used for testing the steel beam assemblies are based on the worst -case flexural design load of the structural steel beam in accordance with AISC (Specification for Structural Steel Buildings), unless noted otherwise. Both Allowable Strength Design (ASD) and Load and Resistance Factor Design (LRFD) methods were considered.