Intumescent Coating. D972 1 of 6. 3Fire Protection Products
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1 esign No. 972 April 06, 2010 Assembly Ratings 1, 1-1/2, 2 and 3 Hr. (See Items 2, 5 and 7) Assembly Ratings 1, 1-1/2, 2, 2-1/2 and 3 Hr. (See Items 2, 5 and 7) Beam Ratings 1, 1-1/2, 2, 2-1/2 and 3 Hr. (See Items 2, 5 and 7) Load Restricted for Canadian Applications See Guide BXUV7 1. Steel Beams Wide flange steel beams with the minimum sizes shown in Item 7. Beams shall be free of dirt, loose scale and oil. Beams shall be primed with 2 mils dry film thickness of alkyd based metal primer. 2. Normal Weight or Lightweight Concrete Normal weight concrete, carbonate or siliceous aggregate, min 3000 psi compressive strength, vibrated. Lightweight concrete, expanded shale, clay or slate aggregate by rotary-kiln method, min 3000 psi compressive strength, vibrated, 4 to 7 percent entrained air. Min thickness and concrete unit weight shown in the table below: Concrete Concrete Unit Concrete Assembly Rating Hr (Type) Weight pcf Thkns In. 1 Normal Weight /2 1-1/2 Normal Weight Normal Weight /2 3 Normal Weight /4 3/4 or 1 (See Item 6) Lightweight /2 1 Lightweight /8 1-1/2 Lightweight Lightweight /4 2 Lightweight /4* 2 Lightweight /2 3 Lightweight /16 3 Lightweight /16 *For use with 2 or 3 in. steel floor and form units only. 3. Shear Connectors (Optional) Studs, 3/4 in. diam by 4-1/2 in. long, headed type or equivalent per AISC specification. Welded to the top flange of the beam, through the deck. 4. Welded Wire Fabric 6x6 W1.4xW Steel Floor and Form Units* Composite 1-1/2, 2, or 3 in. deep galv Units. Fluted units may be uncoated. Min gauges 22 MSG for fluted and 20/20 MSG for cellular. Any combination of fluted and cellular units may be used. Spacing of welds attaching units to supports shall be 12 in. OC max unless specified otherwise, adjacent units button-punched or welded together at side joints and, unless specified otherwise for specific unit types, spacing of all side joint fastening systems shall not exceed 36 in. OC. CONSOLIATE SYSTEMS INC 24 in. wide Types CF-2, -3; 24, 30 or 36 in. wide Type CF-1.5;12, 24 or 36 in. wide Types Mac-Lok 2, Mac-Lok 3; 12 in. wide Mac-Way Cellular Types 2-633MTWA, 3-633MTWA, 2-633MTWV, 3-633MTWV. For the 1, 1-1/2, 2h Assembly Ratings and the 1h Assembly and Beam Rating, 12 in. wide, Type MTWA may be used. Types CF-1.5, CF-2, CF-3, Mac-Lok 2, Mac-Lok 3 may be phos/ptd. Two rows of steel studs with discs (Item 7) shall be welded along the sides of the Types 2-633MTWV, 3-633MTWV cellular units a max of 22 in. OC. NEW MILLENNIUM BUILING SYSTEMS L L C Type 1.5C, 2.0C or 3.0C. Units may be phos/painted or galvanized. VULCRAFT, IV OF NUCOR CORP 24, 30 or 36 in. wide Type 1.5VLI, 1.5VLP;24 or 36 in. wide Types 2VLI, 3VLI, 2VLP, 3VLP. Types 1.5VLI, 2VLI, 3VLI units may be phos/ptd; 24 or 36 in. wide Types 2VLJ, 3VLJ units (+) may be used for max 2 hr. Assembly. (+)Side joints of Type 2VLJ or 3VLJ 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. OC max. The Assembly Rating is equal to the Beam Rating for a max of 3 Hr. and is limited to the following units and limitations: (a) 1-1/2 in. deep, 24 in. wide, 22 MSG or thicker fluted with clear spans not more than 7 ft 8 in. (b) 1-1/2 in. deep, 24 in. wide, 20 MSG or thicker fluted with clear spans not more than 8 ft 8 in. (c) 1-1/2 in. deep, 24 in. wide, 16 MSG or thicker fluted and 18/18 MG 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 ot thicker cellular with clear spans not more than 13 ft 2 in. 6. Joint Cover (Not Shown) 2 in. wide pressure sensitive cloth tape. 7. Mastic Coating* Coating spray applied directly from containers to desired thickness. See table for appropriate final dry thickness. Flutes above beam to be completely filled with mineral wool insulation having a minimum density below of 6 lbs/cu ft or the top flange of the beam shall be protected with the same thickness of coating as required on the beam of 6
2 esign No. 972 continued Max 3 Steel Size W/ Thickness, Mils Thickness, Mils W6x NR NR NR W12x NR NR NR W16x NR NR NR W8x NR NR NR W10x NR NR NR W14x NR NR NR W21x NR NR NR W21x NR NR NR W18x NR NR NR W5x NR NR NR W16x NR NR NR W10x NR NR NR W8x NR NR NR W10x NR NR NR W14x NR NR NR W12x NR NR NR W8x NR NR NR W24x NR NR NR W21x NR NR NR W6x NR NR NR W21x NR NR NR W12x NR NR NR W16x NR NR NR W14x NR NR NR W18x NR NR NR W18x NR NR NR W8x NR NR NR W10x NR NR NR W24x NR NR NR W24x NR NR NR W21x NR NR NR W21x NR NR NR W16x NR NR NR W18x NR NR NR W14x NR NR NR W12x NR NR NR W10x NR NR NR W12x NR NR NR W30x NR NR NR W8x NR NR NR W27x NR NR NR W18x NR NR NR W21x NR NR NR W24x NR NR NR W10x NR NR NR W12x NR NR NR W14x NR NR NR W16x NR NR NR W16x NR NR NR W12x NR NR NR W14x NR NR NR W10x NR NR NR W12x NR NR NR W21x NR NR NR W30x NR NR NR W18x NR NR NR W18x NR NR NR W24x NR NR NR W27x NR NR NR The following thicknesses apply for fluted and cellular floor units topped with lightweight or normal weight concrete. Thicknesses include the 2 mils of primer: of 6 NR - Not Rated Max 3 Steel Size W/ Thickness, Mils Thickness, Mils W8x NR NR NR W30x NR NR NR W33x NR NR NR W10x NR NR NR W14x NR NR NR W18x NR NR NR W12x NR NR NR W24x NR NR NR W27x NR NR NR W16x NR NR NR W21x NR NR NR W18x NR NR NR W24x NR NR NR W36x NR NR NR W21x NR NR NR W30x NR NR NR W14x NR NR NR W14x NR NR NR W33x NR NR NR W12x NR NR NR W10x NR NR NR W24x NR NR NR W27x NR NR NR W30X NR NR NR W21x NR NR NR W24x NR NR NR W18x NR NR NR W14x NR NR NR W16x NR NR NR W21x NR NR NR W33x NR NR NR W36x NR NR NR W8x NR NR NR W14x NR NR NR W12x NR NR NR W30x NR NR NR W36x NR NR NR W33x NR NR NR W10x NR NR NR W24x NR NR NR W18x NR NR NR W27x NR NR NR W27x NR NR NR W14x NR NR NR W21x NR NR NR W16x NR NR NR W36x NR NR NR W12x NR NR NR W30x NR NR NR W8x NR NR NR W30x NR NR NR W21x NR NR NR W24x NR NR NR W27x NR NR NR W33x NR NR NR W14x NR NR NR W18x NR NR NR W36x NR NR NR W10x
3 esign No. 972 continued As an alternate to the above, the following metric table may be used. Max 3 Steel Size M/ Thickness, mm Thickness, mm W150x NR NR NR W310x NR NR NR W410x NR NR NR W200x NR NR NR W250x NR NR NR W360x NR NR NR W530x NR NR NR W530x NR NR NR W460x NR NR NR W130x NR NR NR W410x NR NR NR W250x NR NR NR W200x NR NR NR W250x NR NR NR W360x NR NR NR W310x NR NR NR W200x NR NR NR W610x NR NR NR W530x NR NR NR W150x NR NR NR W530x NR NR NR W310x NR NR NR W410x NR NR NR W360x NR NR NR W460x NR NR NR W460x NR NR NR W200x NR NR NR W250x NR NR NR W610x NR NR NR W610x NR NR NR W530x NR NR NR W530x NR NR NR W410x NR NR NR W460x NR NR NR W360x NR NR NR W310x NR NR NR W250x NR NR NR W310x NR NR NR W760x NR NR NR W200x NR NR NR W610x NR NR NR W460x NR NR NR W530x NR NR NR W610x NR NR NR W250x NR NR NR W310x NR NR NR W360x NR NR NR W410x NR NR NR W410x NR NR NR W310x NR NR NR W360x NR NR NR W250x NR NR NR W310x NR NR NR W530x NR NR NR W760x NR NR NR W460x NR NR NR W460x NR NR NR W610x NR NR NR W610x NR NR NR of 6 NR - Not Rated Max 3 Steel Size M/ Thickness, mm Thickness, mm W200x NR NR NR W760x NR NR NR W840x NR NR NR W250x NR NR NR W360x NR NR NR W460x NR NR NR W310x NR NR NR W610x NR NR NR W690x NR NR NR W410x NR NR NR W530x NR NR NR W460x NR NR NR W610x NR NR NR W920x NR NR NR W530x NR NR NR W760x NR NR NR W360x NR NR NR W360x NR NR NR W840x NR NR NR W310x NR NR NR W250x NR NR NR W610x NR NR NR W690x NR NR NR W760X NR NR NR W530x NR NR NR W610x NR NR NR W460x NR NR NR W360x NR NR NR W410x NR NR NR W530x NR NR NR W840x NR NR NR W920x NR NR NR W200x NR NR NR W360x NR NR NR W310x NR NR NR W760x NR NR NR W920x NR NR NR W840x NR NR NR W250x NR NR NR W610x NR NR NR W460x NR NR NR W690x NR NR NR W690x NR NR NR W360x NR NR NR W530x NR NR NR W410x NR NR NR W920x NR NR NR W310x NR NR NR W760x NR NR NR W200x NR NR NR W760x NR NR NR W530x NR NR NR W610x NR NR NR W690x NR NR NR W840x NR NR NR W360x NR NR NR W460x NR NR NR W920x NR NR NR W250x
4 esign No. 972 continued Steel Size W/ Thickness, mm W6x W12x W16x W8x W10x W14x W21x W21x W18x W5x W16x W10x W8x W10x W14x W12x W8x W24x W21x W6x W21x W12x W16x W14x W18x W18x W8x W10x W24x W24x W21x W21x W16x W18x W14x W12x W10x W12x W30x W8x W27x W18x W21x W24x W10x W12x W14x W16x W16x W12x W14x W10x W12x W21x W30x W18x W18x W24x W27x The following thicknesses apply for fluted floor units topped with lightweight or normal weight concrete. Thicknesses include the 2 mils of primer: of 6 Steel Size W/ Thickness, mm W8x W30x W33x W10x W14x W18x W12x W24x W27x W16x W21x W18x W24x W36x W21x W30x W14x W14x W33x W12x W10x W24x W27x W30X W21x W24x W18x W14x W16x W21x W33x W36x W8x W14x W12x W30x W36x W33x W10x W24x W18x W27x W27x W14x W21x W16x W36x W12x W30x W8x W30x W21x W24x W27x W33x W14x W18x W36x W10x
5 As an alternate to the above, the following metric table may be used. Steel Size M/ Thickness, mm W150x W310x W410x W200x W250X W360X W530X W530x W460X W130x W410x W250x W200x W250x W360x W310x W200x W610x W530x W150x W530x W310x W410x W360x W460x W460x W200x W250x W610x W610x W530x W530x W410x W460x W360x W310x W250x W310x W760x W200x W610x W460x W530x W610x W250x W310x W360x W410x W410x W310x W360x W250x W310x W530x W760x W460x W460x W610x W610x esign No. 972 continued of 6 Steel Size M/ Thickness, mm W200x W760x W840x W250x W360x W460x W310x W610x W690x W410x W530x W460x W610x W920x W530x W760x W360x W360x W840x W310x W250x W610x W690x W760X W530x W610x W460x W360x W410x W530x W840x W920x W200x W360x W310x W760x W920x W840x W250x W610x W460x W690x W690x W360x W530x W410x W920x W310x W760x W200x W760x W530x W610x W690x W840x W360x W460x W920x W250x
6 esign No. 972 continued 3M CANAA COMPANY Type 3M Fiream WB1000. Investigated for Interior Conditioned Space Purpose and Interior General Purpose. 8. Top Coat (Optional, Not Shown) - Top coat is not required. Finishing topcoat, Sherwin Williams Steel-Master 9500 silicone alkyd finish coating applied at 3 mil thickness or ICI evflex HP 4216 water-based acrylic finish coating applied at 2 mil thickness. *Bearing the UL Classification Mark Reprinted from the Online Certifications irectory with permission from Underwriters Laboratories Inc. Copyright 2011 Underwriters Laboratories Inc of 6
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