XHBN.FF-D Joint Systems. Joint Systems. System No. FF-D-3008

Transcription

1 XHBN.FF-D Page 1 of 2 XHBN.FF-D-3008 Page Bottom See General Information for System No. FF-D-3008 March 20, 2006 Assembly Rating 2 Hr Nominal Joint Widths 14, 16, 18 and 20 In. (See Item 2A) Class II and III Movement Capabilities 50% Compression, Extension or Horizontal Shear 1. Floor Assembly Min 4-1/2 in. (114 mm) thick reinforced lightweight or normal weight ( pcf or kg/m 3 ) structural concrete. 2. Joint System Max width of joint (at time of installation of joint system) is 14, 16, 18 or 20 in. (356, 406, 457 or 508 mm). The joint system is designed to accommodate a max 50 percent compression, extension or horizontal shear from its installed width. The joint system consists of the following: A. Mechanical Joint Assembly Fire barrier material encased in corrugated metal and provided with integral galvanized steel angles. Angles are to be attached to floor with min 3/16 in. (5 mm) diam by 1-1/2 in. (38 mm) long masonry anchors spaced a max of 18 in. (457 mm) on center. Two separate fire barrier assemblies to be installed in floor in accordance with the installation instructions provide with the product. The fire barrier assemblies' designations are provided with a T or a B to indicate the assemblies' intended position with in the opening, top or bottom. The following assemblies are to be used with the different joint sizes: Nom Joint Width In. (mm) Mechanical Joint Designation 14 (356) MFX-14F 16 (406) MFX-16F

2 XHBN.FF-D Page 2 of 2 18 (457) MFX-18F 20 (508) MFX-20F CONSTRUCTION SPECIALTIES INC B. Joint Cover Min in. (0.9 mm) thick metallic cover plates secured to top side of floor, continuous over full length of joint. Cover plate attached to floor on one side of opening only with min 1-1/2 in. (38 mm) long masonry anchors spaced a max of 18 in. (457 mm) on center. As an alternate, where the linear joint opening is enclosed within a chase wall and is non load bearing, a cover consisting of a creased sheet of min 2 mil (0.05 mm) thick stainless steel foil secured with 1 in. (25 mm) wide continuous galv steel washer strips along each side of the joint opening may be used. *Bearing the UL Classification Mark Last Updated on Questions? Notice of Disclaimer Page Top Copyright 2007 Underwriters Laboratories Inc. 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 Listed 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, Designs and/or Listings (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 Underwriters Laboratories Inc." must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "Copyright 2007 Underwriters Laboratories Inc. "

3 XHBN.FW-D Page 1 of 2 XHBN.FW-D-3004 Page Bottom See General Information for System No. FW-D-3004 March 20, 2006 Assembly Rating 2 Hr Nominal Joint Widths 14, 16, 18 and 20 In. (See Item 3A) Class II and III Movement Capabilities 50% Compression, Extension Or Horizontal Shear 1. Floor Assembly Min 4-1/2 in. (114 mm) thick reinforced lightweight or normal weight ( pcf or kg/m 3 ) structural concrete. 2. Wall Assembly Min 4-1/2 in. (114 mm) thick reinforced lightweight or normal weight ( pcf or kg/m 3 ) structural concrete. Wall may also be constructed of any UL Classified Concrete Blocks*. See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers. 3. Joint System Max width of joint (at time of installation of joint system) is 14, 16, 18 or 20 in. (356, 406, 457 or 508 mm). The joint system is designed to accommodate a max 50 percent compression, extension or horizontal shear from its installed width. The joint system consists of the following:

4 XHBN.FW-D Page 2 of 2 A. Mechanical Joint Assembly Fire barrier material encased in corrugated metal and provided with integral galvanized steel angles. Angles are to be attached to floor and wall with min 3/16 in. (5 mm) diam by 1-1/2 in. (38 mm) long masonry anchors spaced a max of 18 in. (457 mm) on center. Two separate fire barrier assemblies to be installed in floor in accordance with the installation instructions provide with the product. The fire barrier assemblies' designations are provided with a T or a B to indicate the assemblies' intended position with in the opening, top or bottom. The following assemblies are to be used with the different joint sizes: Nom Joint Width In. (mm) 14 (356) MFX-14FW 16 (406) MFX-16FW 18 (457) MFX-18FW 20 (508) MFX-20FW Mechanical Joint Designation CONSTRUCTION SPECIALTIES INC B. Joint Cover Min in. (0.9 mm) thick metallic cover plates installed on top side of floor, continuous over full length of joint. Cover plate attached only to wall with min 1-1/2 in. (38 mm) long masonry anchors spaced a max of 18 in. (457 mm) on center. As an alternate, where the linear joint opening is enclosed within a chase wall and is non load bearing, a cover consisting of a creased sheet of min 2 mil (0.05 mm) thick stainless steel foil secured with 1 in. (25 mm) wide continuous galv steel washer strips along each side of the joint opening may be used. *Bearing the UL Classification Mark Last Updated on Questions? Notice of Disclaimer Page Top Copyright 2007 Underwriters Laboratories Inc. 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 Listed 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, Designs and/or Listings (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 Underwriters Laboratories Inc." must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "Copyright 2007 Underwriters Laboratories Inc. "

5 XHBN.WW-D Page 1 of 2 XHBN.WW-D-3011 Page Bottom See General Information for System No. WW-D-3011 March 20, 2006 Assembly Rating 2 Hr Nominal Joint Widths 14, 16, 18 and 20 In. (See Item 2A) Class II and III Movement Capabilities 50% Compression, Extension Or Vertical Shear 1. Wall Assembly Min 4-1/2 in. (114 mm) thick reinforced lightweight or normal weight ( pcf or kg/m 3 ) structural concrete. Wall may also be constructed of any UL Classified Concrete Blocks*. See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers. 2. Joint System Max width of joint (at time of installation of joint system) is 14, 16, 18 or 20 in. (356, 406, 457 or 508 mm). The joint system is designed to accommodate a max 50 percent compression, extension or horizontal shear from its installed width. The joint system consists of the following: A. Mechanical Joint Assembly Fire barrier material encased in corrugated metal and provided with integral galvanized steel angles. Angles are to be attached to floor with min 1/4 in. (6 mm) diam by 1-1/2 in. (38 mm) long masonry anchors spaced a max of 18 in. (457 mm) on center. Two separate fire barrier assemblies to be installed in floor in accordance with the installation instructions provide with the product. Assembly to be installed on either side of wall in accordance with the installation instructions provide with the product. The fire barrier assemblies' designations are provided with a T or a B to indicate the assemblies' intended position with in the opening. Assemblies with suffix B are installed within the opening first and assemblies with suffix T are installed within the opening over the B

6 XHBN.WW-D Page 2 of 2 assembly. The following assemblies are to be used with the different joint sizes: Nom Joint Width In. (mm) 14 (356) MFX-14W 16 (406) MFX-16W 18 (457) MFX-18W 20 (508) MFX-20W Mechanical Joint Designation CONSTRUCTION SPECIALTIES INC B. Joint Cover Min in. (0.9 mm) thick metallic cover plates secured to each side of wall, continuous over full height of joint. Cover plates attached to wall on one side of opening only with min 1/4 in. (6 mm) diam by 1-1/2 in. (38 mm) long masonry anchors spaced a max of 18 in. (457 mm) on center. As an alternate, in the area from the finished ceiling to the floor above, a cover consisting of a creased sheet of min 2 mil (0.05 mm) thick stainless steel foil secured with 1 in. (25 mm) wide continuous galv steel washer strips along each side of the joint opening may be used. *Bearing the UL Classification Mark Last Updated on Questions? Notice of Disclaimer Page Top Copyright 2007 Underwriters Laboratories Inc. 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 Listed 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, Designs and/or Listings (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 Underwriters Laboratories Inc." must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "Copyright 2007 Underwriters Laboratories Inc. "

7 XHBN.WW-D Page 1 of 2 Page Bottom XHBN.WW-D-3010 See General Information for System No. WW-D-3010 March 20, 2006 Assembly Ratings 1 and 2 Hr Nominal Joint Widths 14, 16, 18 and 20 In. (See Item 2A) Class II and III Movement Capabilities 50% Compression, Extension Or Vertical Shear 1. Wall Assembly The 1 or 2 hr fire rated framed gypsum board wall assembly shall be constructed of the materials and in the manner described in the individual U300, U400 or V400 Series Wall and Partition Design in the UL Fire Resistance Directory and shall include the following construction features: A. Studs Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of min 2 by 4 in. (51 by 102 mm) lumber spaced 16 in. (406 mm) OC. Steel studs to be min 3-5/8 in. (92 mm) wide and spaced max 24 in. (610 mm) OC. B. Gypsum Board* Gypsum board sheets to be installed to a min total thickness of 5/8 or 1-1/4 in. (16 or 32 mm) on each side of the wall for 1 or 2 hr rated assemblies, respectively. Additional gypsum board sheets installed to a min total thickness of 5/8 or 1-1/4 in. (16 or 32 mm) within the opening on each side of opening for 1 or 2 hr rated assemblies, respectively. The hourly fire rating of the joint system is dependent on the hourly fire rating of the wall. 2. Joint System Max width of joint (at time of installation of joint system) is 14, 16, 18 or 20 in. (356, 406, 457 or 508 mm). The joint system is designed to accommodate a max 50 percent compression, extension or horizontal shear from its installed width. The joint system consists of the following:

8 XHBN.WW-D Page 2 of 2 A. Mechanical Joint Assembly Fire barrier material encased in corrugated metal and provided with integral galvanized steel angles. Angles are to be attached to wall assembly with min 1-3/4 in. (44 mm) long drywall screws spaced a max of 18 in. (457 mm) on center. Two separate fire barrier assemblies to be installed in floor in accordance with the installation instructions provide with the product. Assembly to be installed on either side of wall in accordance with the installation instructions provide with the product. The fire barrier assemblies' designations are provided with a T or a B to indicate the assemblies' intended position with in the opening. Assemblies with suffix B are installed within the opening first and assemblies with suffix T are installed within the opening over the B assembly. The following assemblies are to be used with the different joint sizes: Nom Joint Width In. (mm) 14 (356) MFX-14W 16 (406) MFX-16W 18 (457) MFX-18W 20 (508) MFX-20W Mechanical Joint Designation CONSTRUCTION SPECIALTIES INC B. Joint Cover Min in. (0.9 mm) thick metallic cover plates secured to each side of wall, continuous over full height of joint. Cover plates attached to wall on one side of opening only with min 2-1/2 in. (64 mm) long drywall screws spaced a max of 18 in. (457 mm) on center. As an alternate, in the area from the finished ceiling to the floor above, a cover consisting of a creased sheet of min 2 mil (0.05 mm) thick stainless steel foil secured with 1 in. (25 mm) wide continuous galv steel washer strips along each side of the joint opening may be used. *Bearing the UL Classification Mark Last Updated on Questions? Notice of Disclaimer Page Top Copyright 2007 Underwriters Laboratories Inc. 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 Listed 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, Designs and/or Listings (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 Underwriters Laboratories Inc." must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "Copyright 2007 Underwriters Laboratories Inc. "