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Requirements to ensure compatibility of the paint with the fireproofing are dependent on the substrate in question and are detailed in this Bulletin. 1002 March 7, 2008 UL has clarified several allowable options available for treatment of the cavity areas formed above the flanges of beams where they pass under 100% fluted metal decking. 1003 March 7, 2008 The UL Fire Resistance Directory allows for the adjustment of thickness of SFRM for Restrained and Unrestrained beams when alternate sized steel beams are substituted for the given beam size in the A700, A800, A900, D700, D800, D900, G700, J700, J800, J900, N700, N800, P700, P800, P900, S700 and S800 series designs, provided the beams are of the same shape and the thickness of SFRM is adjusted in accordance with the following equation: T1 = ((W2/D2 0.6) x T2) / (W1/D1 0.6) This equation is limited to adjustment where the beam is classified as compact. 1004 October 27, 2008 Effective January 1, 2009, SFRM applied to primed steel surfaces will be required to meet the same criteria required by UL in the United States.

The flute fill options depend on whether the beams run perpendicular or parallel to the flutes of the metal decking, and for the former, whether the top flange of the beams is less than or greater than 8 inches wide. It is not to be used where the steel section is classified as non compact. The detailed wording contained in the UL Canada Guide Information for Fire Resistance Ratings is reproduced below and may be found in the BXUVC Guide Information section of the Canadian Fire Resistance Directory. - 1005 July 9, 2010 In 1991, a study was funded at Underwriters Laboratories to determine if a "Volume Displacement" method of measuring sample volume would lead to more accurate measurement results.

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