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HomeMy WebLinkAboutCafco Spray Film WB3_1.pdf IS vIATEK® CAFCO® SprayFilm® WB 3 INTERNATIONAL PRODUCT DESCRIPTION FIRE TEST PERFORMANCE CAFCO SprayFilm WB 3 is a water-based, Intumescent Fire Resistive CAFCO SprayFilm WB 3 has been extensively tested for fire resistance Material (IFRM) consisting of polyvinyl acetate resins and inorganic and is rated for up to 4 hours for floor assemblies, beams,and columns. fillers designed for the fire protection of interior structural steel. • Classified by UL in accordance with ANSI/UL 263(ASTM E119) CAFCO SprayFilm gives architects the ability to design using steel that • Classified by UL in accordance with CAN/ULC-S101 (ASTM E119) can be decorative and aesthetically pleasing. It can be top coated to • Tested to BS 476 Parts 20-21 match its surroundings and allows steel to be left exposed to view while CAFCO SprayFilm WB 3 has also been tested for surface burning providing the fire resistance rating. characteristics in accordance with ASTM E84 and is rated Class A. Flame Spread 0 Smoke Developed 20 PRODUCT ADVANTAGES Type SprayFilm-WB 3 OR Type WB 3 File 16640 0`issIyFo MASTIC COATING • Water based intumescent coating with low VOC's C UL os FIRE RESISTANCE CLASSIFICATION SEE UL • Semi smooth architectural finish FIRE RESISTANCE DIRECTORY • Can be finished with a wide variety of topcoat types and colors CODE COMPLIANCES • Quick, easy application and clean up CAFCO SprayFilm WB 3 satisfies the requirements of the following: • Wide range of testing • IBC®- INTERNATIONAL BUILDING CODE° • 3-hour rated UL protected floor assembly • City of Los Angeles(LADBS, Category 1 Material) • Provides up to 4-hour fire resistance ratings in accordance with ANSI/ • NBC-National Building Code of Canada UL 263,ASTM E119, CAN/ULC-5101 and BS 476 Parts 20-21 • ICC-ES,AC23 and AC10 Requirements(UL ER13348-01) PHYSICAL PERFORMANCE MAJOR SPECIFICATIONS It is important for fire protection materials to be able to withstand abuse. CAFCO SprayFilm WB 3 complies with the requirements of the following American Society for Testing and Materials (ASTM) test methods specifications: are used to evaluate the performance of intumescent materials when • MasterSpec®,Section 078123 APPLIED FIREPROOFING(AIA) subjected to these various physical forces.CAFCO SprayFilm WB 3 has • MasterFormat°2014,Section 07 81 00 Applied Fireproofing(CSC,CSI) been evaluated to meet rigorous industry test standards. • Unified Facilities Guide Specification,UFGS 07 81 00 Spray-Applied Fireproofing(USACE,NAVFAC,AFCEC,NASA) • Master Construction Specifications,Number 07 81 00 Applied Fireproofing(VA) • Code of Federal Regulations,Title 40 Protection of the Environment(EPA) • PBS-P100,Facilities Standards for the Public Buildings Services(GSA) APPLICATION • A compatible primer must be applied to the steel substrate. Refer Physical Performance) to the Primers for CAFCO SprayFilm Intumescent Fireproofing Technical Data Sheet. Characteristic ASTM Method Tested Performance* • CAFCO SprayFilm WB 3 can be brushed or sprayed, not rolled and is Abrasion Resistance D4060 0.1105 g/1,000 cycles also available in a trowel grade formulation(CAFCO SprayFilm WB 3 TG). Bond Strength D4541 485 psi(3,344 kPa) • The applied thickness of CAFCO SprayFilm WB 3 will depend upon the specified fire rating and size I shape of the steel member to be Durometer Hardness(Shore D) D2240 67 Shore D protected. Impact Resistance D2794 160 inch-lb(18 Nm)@ 2 mm • If desired, a finish coat may be applied in the desired color and Flame Spread 0 Class finish directly over CAFCO SprayFilm WB 3 in accordance with the Surface Burning E84 Smoke Developed 20 A guidelines noted in our Finish Coat Materials Technical Data Sheet. *Values represent independent laboratory tests under controlled conditions. Packaging/Storage 1 Packaging 5.0 U.S.gal(18.9 L)container Technical Data ' Net Contents 5.0 U.S.gal/58 lbs(18.9 L/26.3 kg) Color White Gross Weight(Approx) 61 lbs(27.6 kg) Density 12.0 Ib/gal±0.5 Shelf Life 12 months in unopened sealed containers,properly stored. pH Value 7.5 to 8.5 — Storage Storage Temperature 33°F-100°F(1°C-38°C)Must protect Application Temperature Min.50°F(10°C),Max.100°F(38°C) from freezing and excessive heat.Store in a dry environment. aic;) Technical Data Sheet Brand CAFCO® SprayFilm® WB 3 Guide Specification SECTION 078123-Intumescent Fireproofing 1.7 Quality Assurance 2.3 Decorative Topcoating The following is an outline/short language specification.Complete 1.7.1 Manufacturer-Company specializing in manufacturing fire 2.3.1 Topcoat materials shall be as required for color-coding, specifications for intumescent fire resistive materials are available on protection products. aesthetics or additional surface protection,and approved by various media upon request. the thin-film fire resistive material manufacturer. 1.7.2 The intumescent fire resistive material shall be manufactured PART 1-GENERAL under the Follow-Up Service program of UL or ULC and bear PART 3-EXECUTION the UL and/or ULC label(mark). 1.1 Scope 1.7.3 Applicator-A firm with expertise in the installation of fire 3.1 Preparation resistive or similar materials.This firm shall be recognized or 1.1.1 This specification covers labor,materials,equipment,and otherwise approved by fire resistive material supplier. 3.1.1 All surfaces to receive thin-film fire resistive material shall be application necessary for,and incidental to,the complete clean,dry and free of oil,grease,loose mill scale,dirt,dust or and proper installation of intumescent fire protection for 1.7.4 Product-The product shall be approved by the architect and application to steel structures and supports in accordance applicable authorities having jurisdiction. other materials which would impair bond of the thin-film fire with all applicable requirements of contract documents. resistive material to the surface.Any cleaning of the surfaces 1.8 Delivery,Storage and Handling to receive fire resistive material shall be the responsibility of 1.1.2 This specification shall be supplemented by the applicable the General Contractor or steel erector,as outlined in the requirements of building codes, insurance rating 1.8.1 Deliver materials to the project in manufacturer's unopened structural steel section. organizations and all other authorities having jurisdiction. packages, fully identified as to trade name, type and other identifying data.Packaged materials shall bear the 3.1.2 Confirm compatibility of surfaces to receive thin-film fire 1.2 Section Includes appropriate labels,seals and UL label(mark)for fire resistive resistive material.Steel surfaces shall be primed with a ratings and shall be stored at temperatures between compatible primer approved by the thin-film fire resistive 1.2.1 Intumescent fire protection material. 33°F-100°F(1°C-38°C),in a dry interior location away material manufacturer. 1.2.2 Topcoat protective decorative finish. from direct sunlight.PROTECT FROM FREEZING. 3.1.3 Provide masking,drop cloths or other suitable coverings to 1.3 Related Sections 1.9 ProjectlSite Conditions prevent overspray onto surfaces not intended to be coated with intumescent coating. 1.3.1 SECTION 051200—STRUCTURAL STEEL FRAMING 1.9.1 When the temperature at the job site is less than 50°F(10°C), 1.3.2 SECTION 053100—STEEL DECKING a minimum substrate and ambient temperature of 50°F(10°C) 3.2 Application 1.3.3 SECTION 072100—THERMAL INSULATION shall be maintained prior to,during,and a minimum of 72 hours 3.2.1 The thin-film fire resistive material shall be applied at the 1.3.4 SECTION 078123—INTUMESCENT FIREPROOFING after application.If necessary for job schedule,the General required dry film thickness per the appropriate UL design Contractor shall provide enclosures and heat to maintain proper number. 1.3.5 SECTION 078443—JOINT FIRESTOPPING temperatures and humidity levels in the application areas. 1.4 References 3.3 Mock Up 1.9.2 In enclosed areas,ventilation must not be less than 4 1.4.1 Underwriters Laboratories(UL)Fire Resistance Directory. complete air exchanges per hour until the material is dry. 3.3.1 Before proceeding with the work,the applicator shall apply 1.9.3 Relative humidity shall not exceed 85%throughout the total the thin-film fire resistive material to a section witnessed by 1.4.2 Test Standards the architect's or owner's representative.The application period of application and drying for the intumescent fire be subject tolheirapprovalandshallbeusedasaguide A. UL 263(ASTM E119)-Fire Tests of Building Construction resistive material,and must not exceed 85%throughout the shall be sue bjecnd t to their as of the finished work.e and Materials. application and drying for the protective decorative topcoat. B. ASTM E84-Surface Burning Characteristics of Building 1.10 Sequencing and Scheduling 3.4 Clean Up and Repair Materials.Class A Rating Required;Flame Spread Maximum:0 and Smoke Developed Maximum:20. 1.10.1 Applicator shall cooperate in the coordination and scheduling 3.4.1 Upon completion of installation, all excess material, of fire protection work to avoid delays in job progress. overspray and debris shall be cleared and removed from C. ASTM D2240—Durometer Hardness(Shore D).Minimum: the job site. 67 Shore D. 1.10.2 The installation of piping,ducts,conduit or other suspended 3.4.2 All patching of and repair to thin-film fire resistive material, D. ASTM D2794—Impact Resistance.160 inch-lb(18 Nm). equipment shall not commence until the application of the due to damage by other trades,shall be performed under this thin-film fire resistive material is complete in that area. E. ASTM 04060—Abrasion Resistance,Maximum section and paid for by the trade responsible for the damage. 0.110 grams/1000 cycles. PART 2-PRODUCTS Patching shall be performed by applicators recognized or F. ASTM 04541—Bond Strength.Minimum:485 psi. otherwise approved by the manufacturer. (3344 kPa.) 2.1 Compatible Metal Primer 3.5 Inspection and Testing 1.4.3 Steel Structures Painting Council (SSPC) Surface 2.1.1 Primer shall be approved by manufacturer and applied 3.5.1 In addition to continuous Wet Film Thickness checks Preparation Standards. in full accordance with the primer manufacturer's written performed by applicator during application, the installed 1.4.4 Material manufacturer's current published information instructions. intumescent material shall be inspected by a qualified including,but not limited to,application guide. independent testing laboratory for thickness in accordance 2.2 Intumescent Fire Protection System with the AWCI Technical Manual 12-B"Standard Practice 1.4.5 AWCI Technical Manual 12-B "Standard Practice for For The Testing and Inspection Of Field Applied Thin-Film the Testingand Inspection of Field Applied Thin-Film 2.2.1 The intumescent fire resistive material shall be CAFCO P pp SprayFilm WB 3 as supplied by Isolatek International or Intumescent Fire-Resistive Materials;an Annotated Guide", Intumescent Fire-Resistive Materials;an Annotated Guide", Second Edition,before application of the topcoat. Latest Edition. CAFCO Industries. 2.2.2 Intumescent fre resistive material shall be applied in 3.5.2 The results of the above tests shall be made available to all 1.5 System Description accordance with drawings and/or specifications,and shall parties at the completion of each area and approved prior to 1.5.1 The intumescent fire protection materials shall be applied at have been tested in accordance with the procedures of the application of topcoat. the required thickness to provide the UL fire resistive ratings. UL 263 or ASTM E119 or CAN/ULC-S101,and reported by Underwriters Laboratories or Underwriters Laboratories of 1.6 Submittals Canada only. 1.6.1 Manufacturer's Data:Submit manufacturer's specifications, including certification as may be required to show material compliance with contract documents. 6E0 u C47 Ye 0 C44, Ye a ISOLATEK INTERNATIONAL is registered with the Ye s r ,1§ AIA Continuing Education System(AIA/CES) i *03M We support our customers with unsurpassed technical expertise and customer service,complemented by an extensive global network of experienced sales representatives and recognized applicators.For detailed product information or for the name of the sales representative in your area please contact us. The performance data herin reflect our expectations based on tests conducted in accordance with recognized standard methods under controlled conditions.The applicator, general contractor,property owner and/or user MUST read,understand and follow the directions,specifications and/or recommendations set forth in Isolatek International's publications concerning use and application of these products,and should not rely merely on the information contained in this Technical Data Sheet.Isolatek International is not responsible for property damage,bodily injuries,consequential damages,or losses of any kind that arise from or are related to the applicator's general contractor's,or property owner's failure to follow the recommendations set forth in Isolatek International's publications.The sale of these products shall be subject to the Terms and Conditions set forth in the Company's invoices. 4„0 Isolatek International provides passive fireproofing materials under the CAFCO®and FENDOLITE®trademarks throughout the Americas and under the ISOLATEK®trademark throughout the remainder of the world. 800.631.9600 or 973.347.1200 ISsolATEK® o Brand www.isolatek.com technical@isolatek.com Brand 17 0 5/5/2018 BXUV.D902-Fire Resistance Ratings-ANSI/UL 263 ONLINE CERTIFICATIONS DIRECTORY UL Product iQNOW AVAILABLE UL's NEXT GENERATION CERTIFICATIONS SEARCH The same trusted data in a modern search engine. LEARN MORE Design No. D902 BXUV.D902 Fire Resistance Ratings - ANSI/UL 263 Page Bottom Design/System/Construction/Assembly Usage Disclaimer • Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Certified products, equipment, system, devices, and materials. • Authorities Having Jurisdiction should be consulted before construction. • Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements.The published information cannot always address every construction nuance encountered in the field. • When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies.The Guide Information includes specifics concerning alternate materials and alternate methods of construction. • Only products which bear UL's Mark are considered Certified. BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United States BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada See General Information for Fire-resistance Ratings-ANSI/UL 263 Certified for United States Design Criteria and Allowable Variances See General Information for Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada Design Criteria and Allowable Variances Design No. D902 May 02, 2018 Restrained Assembly Ratings— 1, 1-1/2, 2 and 3 Hr. Unrestrained Assembly Ratings—O, 1, 1-1/2, 2 or 3 Hr. (See Items 4&6) Unrestrained Beam Ratings— 1, 1-1/2, 2 and 3 Hr. This design was evaluated using a load design method other than the Limit States Design Method (e.g.,Working Stress Design Method). For jurisdictions employing the Limit States Design Method,such as Canada,a load restriction factor shall be used — See Guide BXUV or BXUV7 * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=BXUV.D902&ccnshorttitle=Fire+Resistance+Ratings+-+ANSI/UL+263&objid=1( 5/5/2018 #, BXUV.D902-Fire Resistance Ratings-ANSI/UL 263 's , I • 1.!_..:...„,..,-.7..,.,:..:._ ,,,... ;-. rte.%.... • • • -- . . 1 . 1 - n 7 • �..i °r i % r :~ 1 11-4 Y _ ••• -- SECTION A-A B SEE ITEM t 0 3 - J r - • x sj' 14 s — 11111 +ff} l i .,/-\,.„ .: -.",..„• • ! 1 r _ , I ._7,... ..• .‘‘...../. at," • % :\/1. , .-7 I : ip, i. s ti 0 1 jita _i_ W I i cM; I L A • L B SEE ITEM SECTION 8-9 1. Beam —W8X28,W8x24 or W6x12, min size,see Items 6A through 6E. 1A. Steel Joists— (Not Shown) —As an alternate to Item 1 —Composite or non-composite min 8k1 or min depth and weight shall be 8 in. and 4.9 lb/ft respectively. May be uncoated or provided with a shop coat of paint. Designed per S.J.I. specifications for a max design stress of 30, 000 psi (30 ksi). Welded or bolted to end supports.The top chords shall consist of two angles measuring 1-1/4 by 1-1/4 by 0.127 in. thick. Bottom chords shall consist of two round bars measuring 0.566 in. in diam. or two angles measuring 1 by 1 by 0.125 in. thick. Bearing plates shall consist of two angles measuring 1-1/2 by 2 by 0.188 in.thick and 5-1/16 in. long. Web members shall consist of 0.565 in. diam bars. 1B. Steel Joists— (Not Shown) —As an alternate to Item 1 — Composite or non-composite min 12k5 or min depth and weight shall be 12 in. and 7.1 lb/ft respectively. May be uncoated or provided with a shop coat of paint. Designed per S.J.I. specifications for a max design stress of 30, 000 psi (30 ksi). Welded or bolted to end supports.Top chords shall consist of two angles measuring 1-1/2 by 1-1/2 by 0.156 in. thick. Bottom chords shall consist of two round bars measuring 0.675 in. in diam. or two angles measuring 1 by 1 by 0.125 in. thick. Bearing plates shall consist of two angles measuring 2 by 2 by 0.192 in. thick and shall be min 4-15/16 in long.The second web member at each end shall consist of 0.654 in. diam round bar.All remaining web members, including the end web members, shall consist of 0.774 in. diam round bars. Bridging per S.J.I. specifications is required when non-composite joists are used. 1C. Steel Joists— (Not Shown) —As an alternate to Item 1 —Composite or non-composite min 12k5 or min depth and weight shall be 12 in. and 7.1 lb/ft respectively. May be uncoated or provided with a shop coat of paint. Designed per S.J.I. specifications for a max design stress of 30, 000 psi (30 ksi). Welded or bolted to end supports.Top chords shall consist of two angles measuring 1-1/2 by 1-1/2 by 0.156 in. thick. Bottom chord shall consist of two round bars measuring 0.675 in. in diam. or two nangles measuring 1 by 1 by 0.125 in. thick.The second web member at each end shall consist of 0.654 in. diam round bar. All remaining web members, including the end web members,shall consist of 0.774 in. diam round bars. Bridging per S.J.I. specifications is required when non-composite joists are used. Note: Additional beams or joists from the N series designs may be substituted for the listed beam (item 1)or joist(item 1A) respectively. When joists are substituted,the restrained rating of the joist must be equal to or greater than the http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=BXUV.D902&ccnshorttitle=Fire+Resistance+Ratings+-+ANSI/UL+263&objid=1( 5/5/2018 BXUV.D902-Fire Resistance Ratings-ANSI/UL 263 restrained rating of the assembly.Additional beam and joist substitution requirements are in the front of the Fire Resistance Directory-III. FLOOR-CEILINGS AND ROOF-CEILING, item 7-Steel Joist or IV. BEAMS. 2. Normal Weight or Light Weight Concrete— Normal weight concrete,carbonate or siliceous aggregate, 3500 psi compressive strength,vibrated. Lighteight concrete,expanded shale or slate aggregate by rotary-kiln method or expanded clay aggregate by rotary-kiln or sintered-grate method, or pelletized expanded blast furnace slag aggregate, 3000 psi compressive strength,vibrated,4 to 7 per cent entrained air. Restrained Concrete Concrete Unit Concrete Assembly Rating Hr (Type) Weight pcf Thkns In. 1 Normal Weight 147-153 3-1/2 1-1/2 Normal Weight 147-153 4 2 Normal Weight 147-153 4-1/2 3 Normal Weight 147-153 5-1/4 1 Light Weight107-113 2-1/2 1 Light Weight 1 2-5/8 1-1/2 Light Weight 107-113 3 2 Light Weight 107-113 3-1/4 2 Light Weight 107-116 3-1/4* 2 Light Weight 114-120 3-1/2 3 Light Weight 107-113 4-3/16 3 Light Weight 114-120 4-7/16 *With 2 and 3 in. deep steel floor units only. 3. Welded Wire Fabric— 6x6-W1.4xW1.4. 3A. Negative Reinforcement— (Optional, Not Shown) Used in lieu of Item 3 and with Items 3B or 3C. For floor spans with concrete cast continuous over the supporting beams. Deformed bars designed to resist the support moments of the concrete slab in accordance with the latest ACI Building Code Specifications. 3B. Fiber Reinforcement* — (Not Shown) — Required with Item 3A. Engineered synthetic fibers added to concrete mix to control shrinkage cracks in concrete. Fibers added to concrete mix at rate of 1 lb of fiber for each cubic yard of concrete. PROPEX OPERATING COMPANY L L C— Fibermesh 150 and Fibermesh 300. 3C. Fiber Reinforcement* — (Not Shown) — Required with Item 3A. Any fiber reinforcement bearing the UL Classification Marking for Fire Resistance, Classified for use in lieu of welded wire fabric. See Fiber Reinforcement(CBXQ) Category for names of manufacturers. 4. Steel Floor and Form Units* —Composite 1-1/2, 1-5/8, 2 or 3 in. deep galv units or 4-1/2 in. deep non-composite galv units. Fluted units may be phos/ptd. Min gauges are 22 MSG for fluted and 20/20 for cellular and partial cellular units. The following combinations of units may be used: (1)All 24, 26, 28 or 36 in. wide cellular or partial cellular. (2)All fluted. (3)One or two 3 in. deep, 12 in. wide, 18/18 MSG min cellular alternating with 3 in. deep fluted or other cellular. (4)Any blend of fluted and 24, 26, 28 or 36 in. wide cellular or partial cellular. (5)Corrugated, nom 1-5/16 or 2 in. deep, 30 in. wide, 24 MSG min galv units with shear wires factory welded to deck corrugations. Welded to supports 12 in. OC through welding washers. For shear wire spacing of 8 in. or less the steel deck stress shall not exceed 20 KSI. For shear wire spacing greater than 8 in. OC but less than or equal to 12 in. OC steel deck stress shall not exceed 12 KSI. ASC STEEL DECK,DIV OF ASC PROFILES L L C— 32 in. wide Types NH-32, NHN-32, NHF-32; 36 in. wide,Types BH- 36, BHN-36, BHN-35-1/4, BHF-36, BHF-36A, 2WH-36, 2WHS-36, 2WHF-36, 2WHF-36A, 3WxH-36, 3WxHF-36, 3WxHF- 36A, 3WH-36, 3WHF-36, 3WHF-36A, 3W-36, 3WF-36, DG3W-36, DG3WF-36. All units may be galvanized or Prime Shield. Non-cellular decks may be vented designated with a "V"suffix to the product name. Cellular deck top and bottom sections may be riveted together(designated with "Fr")vs. arc spot welded, "F" CANAM STEEL CORP — 24 in. wide Type P-2432 composite or 36 in. wide Type P-3623, P-3606, P-3615 and 24 in wide Type P-2432 composite,Type P-3606 and P-3615 non-composite http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=BXUV.D902&ccnshorttitle=Fire+Resistance+Ratings+-+ANSI/UL+263&objid=1( 5/5/2018 BXUV.D902-Fire Resistance Ratings-ANSI/UL 263 CANAM STEEL CORP - 12 or 24 in. wide,Types 1-1/2, 2, or 3 in. LOK-Floor and LOK-Floor Cell; 36 in. wide,Types 2 or 3 in. LOK-Floor and LOK-Floor Cell; 24, 30 or 36 in. wide,Type 1-1/2 in. B-LOK and B-LOK Cell; 24 in. wide,Types N-LOK and N-LOK Cell CENTRIA,A DIVISION OF NCI GROUP, INC- QL Types, 24 in. wide, 3 or 3 inverted, UKX, 21 or 21 inverted, 2 in. 99, 121,AKX, NKX,TKX; 24 or 30 in. wide GKX, GKXH, GKX-A; 36 in. wide 2 in. 99,AKX, WKX; 12 in. wide NKC,TKC; 12 in. wide non-composite Sec 12. Side joints of 99, 121,TKC,TKX, WKX may be welded together 60 in. OC. Side joints of 99, AKX, WKX, GKX, GKX-A,TKX may be fastened together with min 1 in. long No. 12x14 self-drilling, self-tapping steel screws 36 in. OC CHIA TEH CONSTRUCTION MATERIAL CO LTD - 24 or 36 in. wide Mac-Lok 3; 24 in. wide CFD-3 DECK WEST INC - 36 in. wide Type B-DW, Inverted B-DW, BA-DW, Inverted BA-DW, 2-DW or 3-DW. Side joints of Type 2-DW and 3-DW may be fastened together with min 1 in. long No. 12 x 14 self-drilling, self-tapping steel screws 36 in. OC DESIGN ASSISTANCE CONSTRUCTION SYSTEMS INC- 36 in. wide Type DACS1.5CD, or 24 in. wide Type DACS2.0CD, or DACS3.0CD EPIC METALS CORP- 24 in. wide Types EC150, EC150 inverted, EC300, EC366, ECP150, ECP300, ECP366, ECA; 30 in. wide Types ECB150, ECBR150; 36 in. wide Types EC156, EC266, ECP266 KAM INDUSTRIES LTD, DBA CORDECK- 24 in. wide,Types 2 or 3 in. WDR MARLYN STEEL DECKS INC-Type 1.5 CF, 2.0 CF or 3.0 CF MORIN CORP - 24, 30 or 36 in. wide Types LXR-B, LXR-B inverted; 24 or 36 in. wide Type LXR-3W; 36 in. wide Type LXR-2W NEW MILLENNIUM BUILDING SYSTEMS L L C- 24 in. wide Types CFD-2, CFD-3; 24, 30 or 36 in. wide Type CFD-1.5; 24 or 36 in. wide Types Mac-Lok 2, Mac-Lok 3; 24 in. wide Types B2C, B2FC, NC, NFC; 30 in. wide,Type B3C; 12 in. wide Mac-Way Cellular 45 MDW, 2-633 MTWA, 3-633 MTWA+. 30 in. wide, Mac-Cor Types 1 and 2 NEW MILLENNIUM BUILDING SYSTEMS L L C-Type 1.5CD, 1.5CDI, 1.5CDR, 2.0CD, or 3.0CD. Units may be phos/painted or galvanized ROOF DECK INC - 36 in. wide Types LOK-1-1/2, LOK-1-1/2R; 24 in. wide Types LOK-2, LOK-3 VALLEY JOIST- 24 or 36 in. wide Types WVC 1-1/2 or WVC 2 VERCO DECKING INC-A NUCOR CO - FORMLOKTm deck types PLB, B, BR, PLN3, N3, PLN, N, PLW2, W2, PLW3, W3. Units are min 24 in. wide and may be galvanized, phos./ptd., or mill finish. Units may be cellular or acoustical cellular, with the suffix "CD"or"CD-AC" added to the product name, respectively. All non-cellular deck may be vented or non- vented. 12 in. wide PLW2, W2, PLW3 or W3 units may be blended with 24 or 36 in. wide PLW2, W2, PLW3 or W3 units, respectively; or Types PLN3-CD, N3-CD, PLN3, N3. VULCRAFT, DIV OF NUCOR CORP- 24, 30 or 36 in. wide Types 1.5VL, 1.5VLI, 1.5PLVLI, 1.5VLP, 1.5 VLR, 1.5PLVLP; 24 or 36 in. wide Types 1.5VLPA, 1.5PLVLPA, 2VLI, 2.0PLVLI, 2VU, 3VLI, 3.OPLVLI, 3VLJ, 2VLP, 2.0PLVLP, 3VLP, 3.0PLVLP, 2VLPA, 2.0PLVLPA, 3VLPA, 3.0PLVLPA.Types 1.5VL, 1.5VLI, 1.5PLVLI, 1.5 VLR, 1.5VLPA, 1.5PLVLPA, 2VLI, 2.0PLVLI, 2VU, 3VLI, 3.0PLVLI, 3VU units may be phos/ptd. 24 or 36 in. wide Types 2VU, 3VU units ++ may be used for max 2 hr Restrained Assembly Rating. 36 in. wide Types 1.5 SB, 1.5 SBR; 24 or 36 in wide Types 2.0 SB, 3.0 SB, 36 in. wide Type High Strength 1.5 SBI, 36 in. wide Type High Strength 1.5 SBN; Units may be phos/ptd Spacing of welds attaching units to supports shall be 12 in. OC for 12, 24, 36 in. wide units,four welds per sheet for 30 in. wide units. 6 in. OC for 18 in. wide and Sec. 12 units. Unless specified otherwise for specific units types, adjacent units button-punched or welded together 36 in. OC along side joints. For 3 Hr Rating, units with overlapping type side joints welded together 24 in. OC max. http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=BXUV.D902&ccnshorttitle=Fire+Resistance+Ratings+-+ANSI/UL+263&objid=1( 5/5/2018 BXUV.D902-Fire Resistance Ratings-ANSI/UL 263 When a superimposed load of 250 PSF is desired the spacing of welds or button-punches shall not exceed 24 in. OC along side joints. + 12 in. wide, 1-1/2 in. deep Mac-Way units may be blended with 24 in. wide B2C or 30 in wide B3C units in a blend of one cell to one or more fluted units. 12 in. wide, 2 in. deep Mac-Way units may be blended with 24 or 36 in. wide Mac- Lock units in a blend of one cell to one or more fluted units. 12 in. wide, 3 in. deep Mac-Way units may be blended with 24 or 36 in. wide Mac-Lock 3 units in a blend of one cell to one or more fluted units.The side edge of the fluted units is placed on the top of the side edge of the Mac-Way unit and the two are welded together with welding washers spaced a max. of 32 in. OC for Mac-Lock 2 or 3 units and a max of 24 in. OC for the B2C or B3C units. ++ Side joints of Types 2VU or 3VU units may be fastened together with No. 8-3/4 in. long self-drilling Tek screws driven diagonally from the top side through the joint of the units at 36 in. O. C. max. Alternate Construction — Non-composite units of the same type listed above may be used provided allowable loading is calculated on the basis of non-composite design. The Unrestrained Assembly Rating is equal to the Unrestrained Beam Rating (See Item 6)for a max 3 Hr and is limited to the following units and limitations: (a) 1-1/2, 2 and 3 in. deep, 24 or 36 in. wide, 22 MSG or thicker fluted with clear spans not more than 7 ft, 8 in. (b) 1-1/2, 2 and 3 in. deep, 24 or 36 in. wide, 20 MSG or thicker fluted with clear spans not more than 8 ft, 8 in. (c) 1-1/2 and 2 in. deep, 24 or 36 in. wide, 16 MSG or thicker fluted and 18/18 MSG or thicker cellular with clear spans not more than 9 ft, 11 in. (d) 3 in. deep, 36 in. wide, 18 MSG or thicker fluted and 24 in. wide, 20/18 MSG or thicker cellular with clear spans not more than 13 ft, 2 in. For assemblies utilizing 3-1/4 in. light weight concrete topping with a max Restrained Assembly Rating of 2 Hr,the Unrestrained Assembly Rating is equal to the Unrestrained Beam Rating (See Item 6) and is limited to the following floor units and spans: (a) 1-1/2, 2 and 3 in. deep, 24 or 36 in. wide, 22 MSG fluted and 20/20 MSG cellular with clear spans not more than 9 ft, 6 in. (b) 2 and 3 in. deep, 24 or 36 in. wide, 20 MSG fluted and 20/20 MSG cellular with clear spans not more than 10 ft, 0 in. (c) 3 in. deep, 24 in. wide, 20 MSG fluted and 20/20 MSG cellular with clear spans not more than 13 ft, 2 in. 4A. Steel Floor and Form Units* —As an alternate to Item 4, for use only when top of steel beam (Item 1) is filled solid with concrete for the full width of bearing from top of steel beam to top of concrete (Item 2): BAILEY METAL PRODUCTS LTD—Type COMSLABT" 210 and COMSLABT'" 225, Steel End Closure Flashing 5.Joint Cover— (Use with fluted units optional — Not Shown) — 2 in. wide cloth adhesive tape applied following the contour of the units. 6. Spray-Applied Fire Resistive Materials* —Applied by spraying with water to the final thicknesses shown below. When fluted steel deck is used and the fire protection thickness selected is based on all fluted deck,the area between the steel deck and the top flange of the steel beam shall be filled. When fluted steel deck is used and the steel beam is sprayed with the thicknesses applicable to cellular of blended units,the area between the steel deck and the top flange of the steel beam shall be plugged. Beam surfaces must be clean and free of dirt, loose scale,and oil. Min average density of 13 pcf with min. individual density of 11 pcf for Types II, II HS,or DC/F. Min average and min individual densities of 22 pcf and 19 pcf, respectively,for type HP. For method of density determination, refer to Design Information Section.The thickness of the Spray-Applied Fire Resistive Materials on the Structural Members (Item 1, 1A, or 1B)shall be as follows: Min Thkns Spray Applied Resistive Mtl,In Joist Joist W8x28 W8x28 Item 1A Item 113 When When When When Restrained Unrestrained Deck Deck Deck Deck Assembly Beam Is Is Blend Is Fluted Is Fluted Rating Rating Concrete All or All Cellular Cellular Hr Hr Type Fluted Cellular or Blend or Blend 1 1 NW 3/8,5/8* 3/8,11/16* 1+ — 1-1/2 1 NW 3/8,5/8* 3/8,11/16* 1-9/16 — 2 1 NW 3/8,5/8* 3/8,11/16* 2-1/16 — 2 2 NW 3/4 13/16 2-1/16 2 3 NW 1-3/16 1-5/16 — 3-1/4 3 1-1/2 NW 1/2 1/2 — 3-1/4 3 2 NW 3/4 13/16 — 3-1/4 http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=BXUV.D902&ccnshorttitle=Fire+Resistance+Ratings+-+ANSI/UL+263&objid=1( 5/5/2018 BXUV.D902-Fire Resistance Ratings-ANSI/UL 263 3 3 NW 1-3/16 1-5/16 — 3-1/4 1 1 LW 3/8,5/8* 7/16,11/16* 1-1/8+ — 1-1/2 1 LW 3/8,5/8* 7/16,11/16* 1-3/4 — 2 1 LW 3/8,5/8* 7/16,11/16* 2-1/4 — 2 2 LW 1 1 2-1/4 — 2 3 LW 1-9/16 1-5/8 — 3-1/4 3 1-1/2 LW 5/8 11/16 — 3-1/4 3 2 LW 1 1 — 3-1/4 3 3 LW 1-9/16 1-5/8 — 3-1/4 *This thickness applies when optional Item 12 or 13 are used over 3-1/4 in. light weight concrete topping. **This thickness applies when optional Item 12 or 13 are used over 3-1/4 in. light weight concrete topping. + When bottom chords consist of 1 by 1 by 0.125 in. thick steel angles,the thickness of spray-applied fire resistive material shall be increased by 1/4 in. on the bottom chord only. ISOLATEK INTERNATIONAL—Type D-C/F, HP, II or Type II HS. Investigated for exterior use.Type EBS or Type X adhesive/surface sealer optional. 6A. Spray-Applied Fire Resistive Materials* —Alternate to Item 6. See table below for appropriate thicknesses. When fluted steel deck is used and the fire protection thickness selected is based on all fluted deck,the area between the steel deck and the top flange of the steel beam shall be filled. When fluted steel deck is used and the steel beam is sprayed with the thicknesses applicable to cellular or blended units, the area between the steel deck and the top flange of the steel beam shall be plugged. Prepared by mixing with water and spray-applied in one or more coats to beam surfaces which must be clean and free of dirt, loose scale and oil. Min average density of 17.5 pcf with min individual value of 17.0 pcf. For method of density determination, see Design Information Section, Sprayed Material. Restrained Unrestrained Min Thkns Applied Resistive Mtl, In Assembly Beam Rating Rating W8x28 When Deck Is W8x28 When Deck Is Blend Hr Hr All Fluted or All Cellular 1, 1-1/2, 2 1 5/16, 7/16* 5/16, 7/16* 2 2 11/16 13/16 2 3 1-1/16 1-5/16 3 1-1/2 1/2 9/16 3 2 11/16 13/16 3 3 1-1/16 1-5/16 *This thickness applies when optional Items 12, 13 are used over 3-1/4 in. light weight concrete topping. ISOLATEK INTERNATIONAL—Type 280 6B. Spray-Applied Fire Resistive Materials* —Alternate to Items 6 and 6A. Prepared by mixing with water. Spray- applied in one or more coats to beam surfaces to a min final thickness as shown in the tables below. Beam surfaces must be clean and free of dirt, loose scale and oil. When fluted steel deck is used and the fire protection thickness selected is based on all fluted deck,the area between the steel deck and the top flange of the steel beam shall be filled. When fluted steel deck is used and the steel beam is sprayed with the thicknesses applicable to cellular or blended units, the area between the steel deck and the top flange of the steel beam shall be plugged. Min average and min individual density of 15 pcf and 14 pcf respectively for Types 300, 300AC, 300 ES, 300 HS, 300 N, 3000, 3000ES, and SB. For Types 400,400 AC and 400 ES min average and min individual density of 22 pcf and 19 pcf respectively. Min avg density of 44 pcf with min ind value of 40 pcf for Types M-II and TG. Min avg density of 47 pcf, with min individual value of 43 pcf for Type M-II/P.The thickness of the material on the Structural Members (Item 1 and 1C) shall be as follows: Min Thkns Spray Applied Resistive Mtl,In W8x28 When Joist(Item 1C) Restrained Unrestrained W8x28 When Deck Is When Deck Is Assembly Beam Deck Is Blend or Fluted Cellular Rating Hr Rating Hr All Fluted All Cellular or Blend 1 1 5/16, 7/16* 5/16, 7/16* 9/16+ 1-1/2 1 5/16, 7/16* 5/16, 7/16* 1 http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=BXUV.D902&ccnshorttitle=Fire+Resistance+Ratings+-+ANSI/UL+263&objid=1( 5/5/2018 BXUV.D902-Fire Resistance Ratings-ANSI/UL 263 2 1 5/16, 7/16* 5/16, 7/16* 1-3/8 2 2 11/16 13/16 1-3/8 2 3 1-1/16 1-5/16 2-1/4 3 1-1/2 1/2 9/16 2-1/4 3 2 11/16 13/16 2-1/4 3 3 1-1/16 1-5/16 2-1/4 *This thickness applies when optional Item 12 or 13 are used over 3-1/4 in. light weight concrete topping. + When bottom chords consist of 1 in. by 1 in. by 0.125 in. thick steel angles,the thickness of spray-applied fire resistive material shall be increased by 1/4 in. on the bottom chord only. BERLIN CO LTD—Types 300, 300ES, 300N, SB, or 400; Type M-II,TG and M-II/P GREENTECH THERMAL INSULATION PRODUCTS MFG CO L L C—Types 300, 300AC,400, or 400AC; Type M-II,TG and M-II/P ISOLATEK INTERNATIONAL—Types 300, 300AC 300ES, 300HS, 300N, SB, 400, 400AC, 400ES, 3000 or 3000ES; Type M-II,TG and M-II/P NEWKEM PRODUCTS CORP—Types 300, 300ES, 300N, 400, or SB; Type M-II,TG and M-II/P 6C. Mastic and Intumescent Coatings* —As an alternate to Items 6 through 6B. For use with fluted steel floor and form units only. Min. size W8x24 or W6x12 beams shall be primed with a phenolic modified alkyd primer, a metal alkyd primer, an acrylic primer or an epoxy primer at a nominal thickness of 2 mil. Coating spray or brush applied in accordance with the manufacturer's instructions at the min dry thickness as shown in the table below. The thickness shown below includes the primer thickness. Flutes above beam to be completely filled with minimum 6 pcf mineral wool insulation, or the top flange of the beam to be protected with the same thickness of coating as required on the beam. Minimum Dry Minimum Dry Unrestrained Restrained Thickness Thickness Beam Beam Assembly mils mm Size Rating Hr Rating Hr 53 1.34 W8x24 1 2 95 2.41 W8x24 1-1/2 3 73 1.83 W6x12 1 2 123 3.10 W6x12 1-1/2 3 BERLIN CO LTD—Type WB 3. Investigated for Interior General Purpose. Type WB 4, Investigated for Interior General Purpose.Type WB4, Investigated for Exterior Use with top coat as described in Item 6E GREENTECH THERMAL INSULATION PRODUCTS MFG CO L L C—Type WB 3. Investigated for Interior General Purpose.Type WB 4, Investigated for Interior General Purpose. Type WB4, Investigated for Exterior Use with top coat as described in Item 6E ISOLATEK INTERNATIONAL—Type SprayFilm-WB 3 and Type WB 3. Investigated for Interior General Purpose.Type SprayFilm-WB 4 and Type WB 4, Investigated for Interior General Purpose. Type SprayFilm-WB 4 and Type WB4, Investigated for Exterior Use with top coat as described in Item 6E NEWKEM PRODUCTS CORP—Type WB 3. Investigated for Interior General Purpose. Type WB 4, Investigated for Interior General Purpose. Type WB4, Investigated for Exterior Use with top coat as described in Item 6E 6D. Mastic and Intumescent Coatings* —As an alternate to Items 6 through 6C. For use with normal weight concrete. Min. size W8x28 beams shall be primed with a phenolic modified alkyd primer a metal alkyd primer, an acrylic primer or an epoxy primer at a nominal thickness of 2 mil. Coating spray or brush applied in accordance with the manufacturer's instructions at the min dry thickness as shown in the table below.The thickness shown below includes the primer thickness. The top surface of the top flange where fluted units are used must be protected with the coating material at the same min dry thickness at a min distance of 1 in. (25 mm) inward from the flange tip on both sides of the beam. Mineral wool insulation optional above top surface of the beam. Minimum I Minimum I Steel Floor I Unrestrained I Restrained http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=BXUV.D902&ccnshorttitle=Fire+Resistance+Ratings+-+ANSI/UL+263&objid=1( 5/5/2018 BXUV.D902-Fire Resistance Ratings-ANSI/UL 263 Dry Dry Units Beam Assembly Thickness Thickness Rating Hr Rating Hr mils mm 103 2.62 Fluted or 1-1/2 2 Cellular 179 4.55 Cellular 1-1/2 3 341 8.67 Cellular 2 3 BERLIN CO LTD—Type WB 3. Investigated for Interior General Purpose. Type WB 4, Investigated for Interior General Purpose.Type WB 4, Investigated for Exterior Use with top coat as described in Item 6E GREENTECH THERMAL INSULATION PRODUCTS MFG CO L L C—Type WB 3, Investigated for Interior General Purpose.Type WB 4, Investigated for Interior General Purpose. Type WB 4, Investigated for Exterior Use with top coat as described in Item 6E ISOLATEK INTERNATIONAL—Type SprayFilm-WB 3 and Type WB 3. Investigated for Interior General Purpose.Type SprayFilm-WB 4 and Type WB 4, Investigated for Interior General Purpose. Type SprayFilm-WB 4 and Type WB 4, Investigated for Exterior Use with top coat as described in Item 6E NEWKEM PRODUCTS CORP—Type WB 3. Investigated for Interior General Purpose. Type WB 4, Investigated for Interior General Purpose. Type WB4, Investigated for Exterior Use with top coat as described in Item 6E 6E. Top Coat—Type SprayFilm —TOPSEAL and Type TOPSEAL required for Exterior Use, applied at a minimum dry thickness of 14 mils (0.34 mm) over the intumescent material. See Classification information in the Mastic and Intumescent Coating (CDWZ) category, Isolatek International, for mixing requirements. 6F. Mastic and Intumescent Coatings* —As an alternate to Items 6 through 6D. For use with normal weight or light weight concrete and fluted steel floor and form units only. Min size W8x24 beams shall be primed with a phenolic modified alkyd primer at a thickness of 2 mils or a epoxy primer at a nominal thickness of 1 mil. Coating spray or brush applied in accordance with the manufacturer's instructions at the thicknesses shown below. The thickness includes the thickness of primer.The top surface of the top flange where fluted units are used must be protected with the coating material at the same min dry thickness or filled with nominal 4 cf mineral wool. Minimum Dry Minimum Dry Unrestrained Restrained Thickness Thickness Beam Beam Assembly mils mm Size Rating Hr Rating Hr 35 0.88 W8x24 1 2 66 1.68 W8x24 1-1/2 3 GREENTECH THERMAL INSULATION PRODUCTS MFG CO L L C—Type WB-5. Investigated for Interior General Purpose ISOLATEK INTERNATIONAL—Type WB-5. Investigated for Interior General Purpose 7. Shear Connector Studs— (Optional) — Studs, 3/4 in. diam by 3 in. long,for 1-1/2 in. deep form units to 5-1/4 in. long for 3 in. deep form units, headed type or equivalent per AISC specifications. Welded to the top flange of the beam through the steel form units. 8. Lath Hanger— (Optional, Not Shown) For use in caged beams with Items 6, 6A or 6B Galv steel 6 SWG min diam spaced 27 in. 0. C. 9. Clips— (Optional, Not Shown) For use in caged beams with Items 6, 6A or 6B No. 24 MSG spring steel pushed on to top and bottom flanges of beam spaced 6 in. 0. C. max. 10. Metal Lath — (Optional, Not Shown) — For use in caged beams with Items 6, 6A or 6B 3/8 in. diamond mesh or rib lath, 3.4 lbs per sq yd expanded steel attached to beam with clips spaced 6 in. OC max; or tied to lath hangers with 18 SWG galv steel wire spaced 6 in. OC max. 11. Electrical Inserts* — (Not Shown) —Classified as"Outlet Boxes and Fittings Classified for Fire Resistance". 12. Mineral and Fiberboards* — (Optional, Not Shown) —Applied over concrete floor with no restriction on board thickness. When mineral and fiber boards are used,the unrestrained beam rating shall be increased by a minimum of 1/2 hr. See Mineral and Fiber Board (CERZ) category for names of manufacturers. http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=BXUV.D902&ccnshorttitle=Fire+Resistance+Ratings+-+ANSI/UL+263&objid=1( 5/5/2018 BXUV.D902-Fire Resistance Ratings-ANSI/UL 263 13. Foamed Plastic* — (Optional, Not Shown) —Consisting of polyisocyanurate or urethane roof insulations. Applied over concrete floor with no restrictions on thickness. When polyisocyanurate or urethane insulation is used,the unrestrained beam rating shall be increased by a minimum of 1/2 hr. See Foamed Plastic(CCVW)for list of manufacturers. 14. Insulating Concrete— (Optional, Not Shown) —Various types of insulating concrete prepared and applied as follows: A. Vermiculite Concrete- Blend 6 to 8 cu ft of Vermiculite Aggregate* to 94 lb Portland cement and air entraining agent. Min thickness of 2 in. as measured to the top surface of the structural concrete or foamed plastic(Item 15) when it is used. See Vermiculite Aggregate(CJZZ) category for names of Classified companies. B. Cellular Concrete-Roof Topping Mixture* -Concentrate mixed with water and Portland cement per manufacturer's specifications. Min. thickness of 2-in. as measured to the top surface of the structural concrete or foamed plastic(Item 15 and 15A) when used. Cast dry density and 28-day min compressive strength of 190 psi as determined with ASTM C495- 66. AERIX INDUSTRIES—Cast dry density of 37 (+ or-) 3.0 pcf CELCORE INC—Type Celcore with cast dry density of 31 (+ or- 3.0) pcf or Type Celcore MF with cast dry density of 29 (+ or-3.0) pcf ELASTIZELL CORP OF AMERICA—Type II,with a cast dry density of 39 (+ or- 3.0) pcf SIPLAST INC— Mix #1, Cast dry density of 32 (+ or-) 3 pcf SIPLAST INC— Mix #2, Cast dry density of 36 (+ or-) 3 pcf C. Cellular Concrete-Roof Topping Mixture* - Foam concentrate mixed with water, Portland cement and UL Classified Vermiculite Aggregate per manufacture's application instructions. Cast dry density of 33 (+ or-) 3 pcf and 28 day compressive strength of min 250 psi as determined in accordance with ASTM C495-86. AERIX INDUSTRIES— Mix#3 ELASTIZELL CORP OF AMERICA—Type II. Mix#1 of cast dry density 39 (+ or-) 3.0 pcf, Mix#2 of cast dry density 40 (+ or-) 3.0 pcf, Mix #3 of cast dry density 47 (+ or-) 3.0 pcf SIPLAST INC— Mix #3 D. Perlite Concrete- 6 cu ft of Perlite Aggregate* to 94 lb of Portland Cement and 1-1/2 pt air entraining agent. Min thickness 2 in. as measured to the top surface of structural concrete or foamed plastic(Item 15A) when it is used. See Perlite Aggregate(CFFX) in Fire Resistance Directory for names of Classified companies. 15. Foamed Plastic* — (Optional, Not Shown) — For use only with vermiculite(Item 14A) or cellular(Item 14B) concretes-Rigid polystyrene foamed plastic insulation having slots and/or holes sandwiched between vermiculite concrete slurry which is applied to the normal or light weight concrete surface and vermiculite concrete topping (Item 14A). See Foamed Plastic* (BRYX) category in Building Materials Directory or Foamed Plastic* (CCVW)Category in Fire Resistance Directory for list of Classified companies. 15A. Foamed Plastic* — (Not Shown) — For use only with cellular or perlite concrete. Nominal 24 by 48 in. polystyrene foamed plastic insulation boards having a density of 1.0 (+ or-0.1) pcf, encapsulated within concrete topping. Each insulation board shall contain six nominal 3 in. diameter holes oriented in two rows of three holes each with the holes spaced 12 in. OC transversely and 16 in. OC longitudinally. See Foamed Plastic* (BRYX) category in Building Materials Directory or Foamed Plastic* (CCYW) category in Fire Resistance Directory for list of Classified companies. 16. Roof Covering Materials* — (Optional, Not Shown) —Consisting of materials compatible with insulations described herein which provide Class A, B or C coverings. See Built-Up Roof Covering Materials in Building Materials Directory. 17. Insulated Concrete— (Optional, Not Shown) —various types of insulated concrete prepared and applied in the thickness indicated. A. Vermiculite Concrete— Mix consists of 6 cu ft of Vermiculite Aggregate*, 94 lbs of Portland cement and 6 ox of air entraining agent.Thickness to be 2 in min from the top plane of steel roof deck. http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=BXUV.D902&ccnshorttitle=Fire+Resistance+Ratings+-+ANSI/UL+263&objid=1( 5/5/2018 BXUV.D902-Fire Resistance Ratings-ANSI/UL 263 ELASTIZELL CORP OF AMERICA—Types MS16-U, MSV 200. B. Perlite Concrete— Mix consists of 6.2 cu ft Perlite Aggregate* to 94 lbs of Portland cement and 1-1/2 pt air entraining agent. Compressive strength 80 psi min. See Perlite Aggregate(CFFX) category for names of Classified companies. * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Last Updated on 2018-05-02 Questions? 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LEARN MORE Design No. N614 BXUV.N614 Fire Resistance Ratings - ANSI/UL 263 Page Bottom Design/System/Construction/Assembly Usage Disclaimer • Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Certified products, equipment, system, devices, and materials. • Authorities Having Jurisdiction should be consulted before construction. • Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements.The published information cannot always address every construction nuance encountered in the field. • When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies.The Guide Information includes specifics concerning alternate materials and alternate methods of construction. • Only products which bear UL's Mark are considered Certified. BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United States BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada See General Information for Fire-resistance Ratings-ANSI/UL 263 Certified for United States Design Criteria and Allowable Variances See General Information for Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada Design Criteria and Allowable Variances Design No. N614 September 22, 2016 Restrained Beam Ratings- 1, 1-1/2, 2 and 3 Hr. (See Item 7) Unrestrained Beam Ratings- 1, 1-1/2 and 2 Hr. (See Item 7) This design was evaluated using a load design method other than the Limit States Design Method (e.g.,Working Stress Design Method). For jurisdictions employing the Limit States Design Method,such as Canada,a load restriction factor shall be used — See Guide BXUV or BXUV7 * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=BXUV.N614&ccnshorttitle=Fire+Resistance+Ratings+-+ANSI/UL+263&objid=1( 5/5/2018 BXUV.N614-Fire Resistance Ratings-ANSI/UL 263 _44/ 4 f • • • AO 0 1. Steel Beam —W8x24 or W6x12 or W6x16 or W8x28 min size. Beams shall be free of dirt, loose scale and oil. Beams shall be primed with a phenolic modified alkyd resin primer, a metal alkyd primer, an acrylic primer or an epoxy primer at a nominal thickness of 2 mil. 2. Normal Weight or Lightweight Concrete—Compressive strength 3500 psi. For normal weight concrete either carbonate or siliceous aggregate may be used. Unit weight 146 lbs/cu ft. for normal weight concrete and 116 lbs/cu ft. for lightweight concrete. Min concrete thickness,as measured from top plane of steel floor and form units is 2-1/2 in. 3. Shear Connector— (Optional) —Studs, 3/4 in. diam headed type or equivalent per AISC specifications welded to the top flange of beam through the steel floor units. 4. Welded Wire Fabric— 6x6-10/10 SWG 5. Steel Floor or Form Units— 1-1/2, 2 or 3 in. deep fluted units, welded to beam. 6. Mineral Wool Insulation— (Not Shown) — For the W6x12, W8x28 and W8x24 beams, min 6 pcf mineral wool insulation cut into pieces and firmly packed into,and completely filling the spaces between the flutes of the steel floor and form units and the top flange of the beam. For the W6x16 beam, min 4 pcf mineral wool insulation cut into pieces and firmly packed into,and completely filling the spaces between the flutes of the steel floor and form units and the top flange of the beam. Mineral wool is not required when the top flange of the beam is protected with intumescent coating at the same thickness shown in the table in Item 7. 7. Mastic and Intumescent Coatings* — Coating spray or brush applied in accordance with the manufacturer's instructions at the min dry thickness as shown in the table below.The thickness shown below includes the primer thickness. When mineral wool (Item 6) is used,the top surface of the beam need not be protected with coating. Beam Beam Unrestrained Beam Minimum Dry Thickness Size W/D Rating,Hr. mils mm W6x16 0.58 1 39* 0.99* W8x28 1 43 1.10 W8x24 0.70 1 53 1.34 W8x24 0.70 1-1/2 66 1.67 W8x24 0.70 2 115 2.92 W6x12 0.52 1 73 1.83 W6x12 0.52 1-1/2 99 2.50 http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=BXUV.N614&ccnshorttitle=Fire+Resistance+Ratings+-+ANSI/UL+263&objid=1( 5/5/2018 BXUV.N614-Fire Resistance Ratings-ANSI/UL 263 IW6x12 10.52 1 2 1171 14.34 I * NW concrete only (See Item 2). Beam Beam Restrained Beam Minimum Dry Thickness Size W/D Rating, Hr. mils mm W6x16 0.58 1 39* 0.99* W8x24 0.70 1 53 1.34 W8x28 0.81 1 43 1.10 W8x24 0.70 1-1/2 53 1.34 W8x24 0.70 2 71 1.78 W8x24 0.70 3 158 4.00 W6x12 0.52 1 73 1.83 W6x12 0.52 1-1/2 73 1.83 W6x12 0.52 2 101 2.56 * NW concrete only(See Item 2). BERLIN CO LTD—Type WB3, Investigated for Interior General Purpose.Type WB4, Investigated for Interior General Purpose. Type WB4, Investigated for Exterior Use with top coat as described in Item 8 GREENTECH THERMAL INSULATION PRODUCTS MFG CO L L C—Type WB3, Investigated for Interior General Purpose.Type WB4, Investigated for Interior General Purpose. Type WB4, Investigated for Exterior Use with top coat as described in Item 8 ISOLATEK INTERNATIONAL—Type SprayFilm-WB 3 and Type WB3, Investigated for Interior General Purpose.Type SprayFilm-WB 4 and Type WB4, Investigated for Interior General Purpose.Type SprayFilm-WB 4 and Type WB4, Investigated for Exterior Use with top coat as described in Item 8 NEWKEM PRODUCTS CORP—Type WB3, Investigated for Interior General Purpose. Type WB4, Investigated for Interior General Purpose. Type WB4, Investigated for Exterior Use with top coat as described in Item 8 8. Top Coat—Type SprayFilm —TOPSEAL and Type TOPSEAL required for Exterior Use, applied at a minimum dry thickness of 14 mils (0.34 mm) over the intumescent material. See Classification information in the Mastic and Intumescent Coating (CDWZ) category, Isolatek International, for mixing requirements. * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Last Updated on 2016-09-22 Questions? Print this page Terms of Use Page Top © 2018 UL LLC The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow-Up Service. Only those products bearing the UL Mark should be considered to be Certified and covered under UL's Follow-Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information,Assemblies, Constructions, Designs, Systems, and/or Certifications(files) must be presented in their entirety and in a non-misleading manner, without any manipulation of the data (or drawings). 2.The statement"Reprinted from the Online Certifications Directory with permission from UL" must appear adjacent to the extracted material. In addition,the reprinted material must include a copyright notice in the following format: "© 2018 UL LLC". http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=BXUV.N614&ccnshorttitle=Fire+Resistance+Ratings+-+ANSI/UL+263&objid=1( 5/5/2018 BXUV.X649-Fire Resistance Ratings-ANSI/UL 263 ONLINE CERTIFICATIONS DIRECTORY UL Product iQNOW AVAILABLE UL'S NEXT GENERATION CERTIFICATIONS SEARCH The same trusted data in a modern search engine. LEARN MORE Design No. X649 BXUV.X649 Fire Resistance Ratings - ANSI/UL 263 Page Bottom Design/System/Construction/Assembly Usage Disclaimer • Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Certified products, equipment, system, devices, and materials. • Authorities Having Jurisdiction should be consulted before construction. • Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements.The published information cannot always address every construction nuance encountered in the field. • When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies.The Guide Information includes specifics concerning alternate materials and alternate methods of construction. • Only products which bear UL's Mark are considered Certified. BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United States BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada See General Information for Fire-resistance Ratings-ANSI/UL 263 Certified for United States Design Criteria and Allowable Variances See General Information for Fire Resistance Ratings - CAN/ULC-5101 Certified for Canada Design Criteria and Allowable Variances Design No. X649 October 04, 2016 Ratings- 1, 1-1/2, 2, 3 and 4 Hr. (See Item 2) * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=BXUV.X649&ccnshorttitle=Fire+Resistance+Ratings+-+ANSI/UL+263&objid=1 C 5/5/2018 BXUV.X649-Fire Resistance Ratings-ANSI/UL 263 --- ,- -.I , .,, i w , x I :} „ I ..,„ ...,.. „.....% ......,_ . 41/4... } - 1 F-777-:7)/ ,/, , ,./. / / ,•;./ ,/,./ z / • 1. Steel Column -Wide flange steel columns with the minimum sizes shown in the tables below. Columns shall be free of dirt, loose scale and oil. Columns shall be primed with a phenolic modified alkyd resin primer, a metal alkyd primer, an acrylic primer or an epoxy primer at a nominal thickness of 2 mil. 2. Mastic and Intumescent Coatings* - Coating spray, brush or trowel applied directly from containers to desired thickness. See tables below for appropriate final dry thickness and applicable rating. 1-1/2 Hr 1 Hr Min Min 2 Hr Min 3 Hr Min 4 Hr Min Steel Thickness, Thickness, Thickness, Thickness, Thickness, Size W/D In. In. In. In. In. W8 x 10 0.33 0.145 0.266 NR NR NR W12 x 0.36 0.133 0.263 NR NR NR 14 W12 x 0.41 0.117 0.230 NR NR NR 16 W6 x 12 0.44 0.109 0.215 0.338 NR NR W8 x 15 0.48 0.100 0.197 0.310 NR NR W10 x 0.52 0.092 0.182 0.286 NR NR 22 W4 x 13 0.55 0.087 0.172 0.271 NR NR W6 X 16 0.58 0.083 0.163 0.257 0.504 NR W8 x 24 0.59 0.075 0.130 0.213 0.504 NR W14 x 0.63 0.075 0.130 0.213 0.489 NR 34 W8 x 28 0.68 0.070 0.130 0.213 0.453 NR W8 x 35 0.74 0.065 0.128 0.201 0.416 NR W10 x 0.78 0.061 0.121 0.191 0.395 NR 39 W10 x 0.84 0.057 0.113 0.177 0.367 NR 49 W10 x 0.89 0.054 0.106 0.167 0.346 NR 45 W16 x 0.95 0.050 0.099 0.157 0.324 NR http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=BXUV.X649&ccnshorttitle=Fire+Resistance+Ratings+-+ANSI/UL+263&objid=1 C 5/5/2018 BXUV.X649-Fire Resistance Ratings-ANSI/UL 263 57 W8 x 48 1.00 0.048 0.095 0.149 0.308 NR W14 x 1.07 0.045 0.088 0.139 0.288 NR 90 W10 x 1.14 0.042 0.083 0.131 0.270 NR 68 W18 x 1.21 0.040 0.078 0.123 0.255 NR 97 W10 x 1.28 0.038 0.074 0.116 0.241 NR 77 W16 x 1.36 0.036 0.069 0.109 0.227 NR 100 W10 x 1.45 0.034 0.065 0.103 0.213 NR 88 W14 x 1.54 0.032 0.061 0.097 0.200 NR 132 W12 x 1.64 0.030 0.058 0.091 0.188 NR 120 W33 x 1.72 0.028 0.058 0.088 0.188 0.433 221 W14 x 1.77 0.028 0.056 0.085 0.187 0.423 159 W14 x 1.95 0.025 0.051 0.077 0.178 0.384 176 W14 x 2.12 0.023 0.047 0.071 0.164 0.353 193 W14 x 2.30 0.023 0.043 0.066 0.151 0.326 211 W14 x 2.52 0.023 0.040 0.060 0.138 0.297 233 W14 x 2.75 0.023 0.036 0.055 0.126 0.272 257 W14 x 3.00 0.023 0.033 0.050 0.1.16 0.194 283 NR= No Rating As an alternate to the above table,the required thickness of coating (in inches)to be applied to all surfaces of wide flange steel columns for 1 hour ratings, in the W/D range of 0.33 to 1.14, may be determined from the following equation: T= 0.04785/(W/D) Where T=Thickness of coating in the range of 0.042 to 0.145 in.,W = Weight of steel column in pounds per linear foot, D = Heated perimeter of steel column section in inches. As an alternate to the above table,the required thickness of coating (in inches)to be applied to all surfaces of wide flange steel columns for 1-1/2 hour ratings, in the W/D range of 0.33 to 1.64, may be determined from the following equation: T= 0.0945/(W/D) Where T =Thickness of coating in the range of 0.058 to 0.266 in.,W = Weight of steel column in pounds per linear foot, D = Heated perimeter of steel column section in inches. As an alternate to the above table,the required thickness of coating (in inches)to be applied to all surfaces of wide flange steel columns for 2 hour ratings, in the W/D range of 0.44 to 1.64, may be determined from the following equation: T= 0.1489/(W/D) Where T=Thickness of coating in the range of 0.091 to 0.338 in., W = Weight of steel column in pounds per linear foot, D = Heated perimeter of steel column section in inches. As an alternate to the above table,the required thickness of coating (in inches)to be applied to all surfaces of wide flange steel columns for 3 hour ratings, in the W/D range of 0.58 to 1.64, may be determined from the following equation: T= 0.3082/(W/D) Where T=Thickness of coating in the range of 0.188 to 0.504 in.,W = Weight of steel column in pounds per linear foot, D = Heated perimeter of steel column section in inches. http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=BXUV.X649&ccnshorttitle=Fire+Resistance+Ratings+-+ANSI/UL+263&objid=1 C 5/5/2018 BXUV.X649-Fire Resistance Ratings-ANSI/UL 263 As an alternate to the above table,the required thickness of coating (in inches) to be applied to all surfaces of wide flange steel columns for 4 hour ratings, in the W/D range of 1.72 to 3.00, may be determined from the following equation: T= 0.749/(W/D) Where T = Thickness of coating in the range of 0.433 to 0.194 in., W = Weight of steel column in pounds per linear foot, D = Heated perimeter of steel column section in inches. As an alternate to the above,the following table listing metric units may be used. 1-1/2 Hr 1 Hr Min Min 2 Hr Min 3 Hr Min 4 Hr Min Steel Thickness, Thickness, Thickness, Thickness, Thickness, Size M/D Hp/A mm mm mm mm mm W8 x 19.1 412 3.68 6.76 NR NR NR 10 W12 x 21.2 371 3.38 6.67 NR NR NR 14 W12 x 24.0 327 2.96 5.85 NR NR NR 16 W6 x 25.9 303 2.76 5.46 8.60 NR NR 12 W8 x 28.1 280 2.53 5.00 7.88 NR NR 15 W10 x 30.4 258 2.34 4.62 7.27 NR NR 22 W4 x 32.4 242 2.21 4.36 6.88 NR NR 13 W6 X 33.9 232 2.10 4.14 6.52 12.80 NR 16 W8 x 34.6 227 1.91 3.31 5.42 12.80 NR 24 W14 x 37.1 213 1.91 3.31 5.42 12.43 NR 34 W8 x 40.0 197 1.79 3.31 5.42 11.51 NR 28 W8 x 43.6 181 1.64 3.24 5.11 10.58 NR 35 W10 x 45.4 172 1.56 3.08 4.85 10.04 NR 39 W10 x 49.1 159 1.45 2.86 4.50 9.32 NR 49 W10 x 51.9 151 1.37 2.70 4.25 8.80 NR 45 W16 x 55.9 141 1.28 2.53 3.98 8.24 NR 57 W8 x 58.6 134 1.22 2.40 3.78 7.83 NR 48 W14 x 62.6 125 1.14 2.24 3.53 7.32 NR 90 W10 x 66.9 118 1.07 2.11 3.32 6.87 NR 68 W18 x 71.0 111 1.02 1.98 3.13 6.47 NR 97 W10 x 75.2 105 0.97 1.88 2.95 6.12 NR 77 W16 x 79.4 99 0.91 1.76 2.78 5.76 NR 100 W10 x 84.9 92 0.85 1.66 2.61 5.40 NR 88 http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=BXUV.X649&ccnshorttitle=Fire+Resistance+Ratings+-+ANSI/UL+263&objid=1 C 5/5/2018 BXUV.X649-Fire Resistance Ratings-ANSI/UL 263 W14 x 90.0 187 0.80 11.56 2.46 5.08 NR W12 x 96.2 82 0.75 1.46 2.31 4.77 NR 120 W33 x 100.9 78 0.71 1.47 0 221 W14 x 103.9 76 0.70 1.43 159 W14 x 114.4 69 0.63 1.30 176 W14 x 124.4 63 0.59 1.19 1.81 4.16 8.97 193 W14 x 135.0 58 0.59 1.10 1.66 3.83 8.28 211 W14 x 147.9 53 0.59 1.00 1.52 3.50 7.54 233 W14 x 161.4 49 0.59 0.92 1.39 3.21 6.91 257 W14 x 176.0 45 0.59 0.84 1.28 2.94 4.92 283 NR= No Rating As an alternate to the above table,the required thickness of coating (in mm)to be applied to all surfaces of wide flange steel columns for 1 hour ratings, in the M/D range of 19.1 to 66.9, may be determined from the following equation: T= 71.6/(M/D) Where T=Thickness of coating in the range of 1.07 to 3.68 mm, M = Weight of steel column in kilograms per linear meter, D = Heated perimeter of steel column section in meters. As an alternate to the above table,the required thickness of coating (in mm)to be applied to all surfaces of wide flange steel columns for 1-1/2 hour ratings, in the M/D range of 19.1 to 96.2, may be determined from the following equation: T= 141.3/(M/D) Where T=Thickness of coating in the range of 1.46 to 6.76 mm, M = Weight of steel column in kilograms per linear meter, D = Heated perimeter of steel column section in meters. As an alternate to the above table,the required thickness of coating (in mm)to be applied to all surfaces of wide flange steel columns for 2 hour ratings, in the M/D range of 25.9 to 96.2, may be determined from the following equation: T= 222.7/(M/D) Where T=Thickness of coating in the range of 2.31 to 8.60 mm, M = Weight of steel column in kilograms per linear meter, D = Heated perimeter of steel column section in meters. As an alternate to the above table,the required thickness of coating (in mm)to be applied to all surfaces of wide flange steel columns for 3 hour ratings, in the M/D range of 33.9 to 96.2, may be determined from the following equation: T= 461.0/(M/D) Where T=Thickness of coating in the range of 4.77 to 12.80 mm, M = Weight of steel column in kilograms per linear meter, D = Heated perimeter of steel column section in meters. As an alternate to the above table,the required thickness of coating (in mm)to be applied to all surfaces of wide flange steel columns for 4 hour ratings, in the M/D range of 100.9 to 176.0, may be determined from the following equation: T=1116.4/(M/D) Where T=Thickness of coating in the range of 4.92 to 11.0 mm, M = Weight of steel column in kilograms per linear meter, D = Heated perimeter of steel column section in meters. BERLIN CO LTD-Type WB 3, Investigated for Interior General Purpose.Type WB 4, Investigated for Interior General Purpose.Type WB 4, Investigated for Exterior Use with top coat as described in Item 3 GREENTECH THERMAL INSULATION PRODUCTS MFG CO L L C-Type WB 3, Investigated for Interior General Purpose. Type WB 4, Investigated for Interior General Purpose.Type WB 4, Investigated for Exterior Use with top coat as described in Item 3 ISOLATEK INTERNATIONAL-Type SprayFilm-WB 3 and Type WB 3, Investigated for Interior General Purpose.Type SprayFilm-WB 4 and Type WB 4, Investigated for Interior General Purpose.Type SprayFilm-WB 4 and Type WB 4, Investigated for Exterior Use with top coat as described in Item 3 http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=BXUV.X649&ccnshorttitle=Fire+Resistance+Ratings+-+ANSI/UL+263&objid=1 C 5/5/2018 BXUV.X649-Fire Resistance Ratings-ANSI/UL 263 NEWKEM PRODUCTS CORP—Type WB 3, Investigated for Interior General Purpose.Type WB 4, Investigated for Interior General Purpose. Type WB 4, Investigated for Exterior Use with top coat as described in Item 3 3.Top Coat—Type SprayFilm —TOPSEAL and Type TOPSEAL required for Exterior Use, applied at a minimum dry thickness of 14 mils(0.34 mm)over the intumescent material. See Classification information in the Mastic and Intumescent Coating (CDWZ) category, Isolatek International,for mixing requirements. * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada),respectively. Last Updated on 2016-10-04 Questions? Print this page Terms of Use Page Top © 2018 UL LLC The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow-Up Service. Only those products bearing the UL Mark should be considered to be Certified and covered under UL's Follow-Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1.The Guide Information,Assemblies, Constructions, Designs, Systems,and/or Certifications(files) must be presented in their entirety and in a non-misleading manner, without any manipulation of the data (or drawings). 2.The statement"Reprinted from the Online Certifications Directory with permission from UL" must appear adjacent to the extracted material. In addition,the reprinted material must include a copyright notice in the following format: "© 2018 UL LLC". http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=BXUV.X649&ccnshorttitle=Fire+Resistance+Ratings+-+ANSI/UL+263&objid=1 C 5/5/2018 BXUV.Y614-Fire Resistance Ratings-ANSI/UL 263 ONLINE CERTIFICATIONS DIRECTORY UL Product iQNOW AVAILABLE UL's NEXT GENERATION CERTIFICATIONS SEARCH The same trusted data in a modern search engine. LEARN MORE Design No. Y614 BXUV.Y614 Fire Resistance Ratings - ANSI/UL 263 Page Bottom Design/System/Construction/Assembly Usage Disclaimer • Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Certified products, equipment, system, devices, and materials. • Authorities Having Jurisdiction should be consulted before construction. • Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements.The published information cannot always address every construction nuance encountered in the field. • When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies.The Guide Information includes specifics concerning alternate materials and alternate methods of construction. • Only products which bear UL's Mark are considered Certified. BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United States BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada See General Information for Fire-resistance Ratings-ANSI/UL 263 Certified for United States Design Criteria and Allowable Variances See General Information for Fire Resistance Ratings - CAN/ULC-5101 Certified for Canada Design Criteria and Allowable Variances Design No. Y614 September 22, 2016 Ratings— 1, 1-1/2, 2 and 3 Hr. (See Item 2) * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=BXUV.Y614&ccnshorttitle=Fire+Resistance+Ratings+-+ANSI/UL+263&objid=1 C 5/5/2018 BXUV.Y614-Fire Resistance Ratings-ANSI/UL 263 I r rid rA WI a ri ri rea Preli AliritairapjFior 0 (of po. )01 0 0 ' 0 00 ed rA 074 dral 19r1 2 1. Steel Column - Steel tube (ST) or steel pipe (SP) with the minimum sizes shown in the table below. Columns shall be free of dirt, loose scale and oil. Columns shall be primed with a phenolic modified alkyd resin primer, a metal alkyd primer, an acrylic primer or an epoxy primer at a nominal thickness of 2 mil. 2. Mastic and Intumescent Coatings* - Coating spray, brush or trowel applied directly from containers to desired thickness. See table below for appropriate final dry thickness and applicable rating. FOR STEEL PIPE 1 Hr 1-1/2 Hr 2 Hr Steel Size A/P Hp/A in. mm in. mm in. mm SP 4.5 x 0.313 0.29 135 0.117 2.99 - - - - SP 8 x 0.875 0.79 49 0.097 2.46 0.097 2.46 0.120 3.05 SP 8.625 x 0.5 0.47 85 0.097 2.46 0.138 3.50 0.202 5.14 FOR SQUARE AND RECTANGULAR STEEL TUBE 1 Hr 1-1/2 Hr 2 Hr 3 Hr Steel Size A/P Hp/A in. mm in. mm in. mm in. mm ST3.5x3.5x3/16 0.18 224 0.165 4.18 0.307 7.80 0.536 13.62 ST5x3x1/4 0.23 169 0.104 2.65 0.252 6.39 0.400 10.15 5T5x3x5/16 0.29 135 0.084 2.13 0.218 5.54 0.353 8.96 ST8x6x3/8 0.35 114 0.074 1.87 0.173 4.40 0.280 7.12 - - ST8x6x7/16 0.41 100 0.074 1.87 0.151 3.84 0.244 6.21 - - ST5x3x1/2 0.44 93 0.074 1.87 0.127 3.23 0.207 5.27 ST8x8x1/2 0.47 85 0.074 1.87 0.114 2.90 0.182 4.62 0.327 8.31 http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=BXUV.Y614&ccnshorttitle=Fire+Resistance+Ratings+-+ANSI/UL+263&objid=1 C 5/5/2018 BXUV.Y614-Fire Resistance Ratings-ANSI/UL 263 GREENTECH THERMAL INSULATION PRODUCTS MFG CO L L C—Type WB 3, Investigated for Interior General Purpose. Type WB 4, Investigated for Interior General Purpose.Type WB 4, Investigated for Exterior Use with top coat as described in Item 3 ISOLATEK INTERNATIONAL—Type SprayFilm-WB 3 and Type WB 3, Investigated for Interior General Purpose .Type SprayFilm-WB 4 and Type WB 4, Investigated for Interior General Purpose.Type SprayFilm-WB 4 and Type WB 4, Investigated for Exterior Use with top coat as described in Item 3 3. Top Coat—Type SprayFilm -TOPSEAL and Type TOPSEAL required for Exterior Use, applied at a minimum dry thickness of 14 mils (0.34 mm)over the intumescent material. See Classification information in the Mastic and Intumescent Coating (CDWZ) category, Isolatek International,for mixing requirements. Investigated for Interior General Purpose. * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Last Updated on 2016-09-22 Questions? Print this page Terms of Use Page Top © 2018 UL LLC The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow-Up Service. Only those products bearing the UL Mark should be considered to be Certified and covered under UL's Follow-Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1.The Guide Information,Assemblies, Constructions, Designs, Systems,and/or Certifications(files) must be presented in their entirety and in a non-misleading manner, without any manipulation of the data (or drawings). 2.The statement"Reprinted from the Online Certifications Directory with permission from UL" must appear adjacent to the extracted material. In addition,the reprinted material must include a copyright notice in the following format: "© 2018 UL LLC". http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=BXUV.Y614&ccnshorttitle=Fire+Resistance+Ratings+-+ANSI/UL+263&objid=1 C