UL Listings

Construction Joints – 2011 U.L. Fire Resistance – Volume 2A Directory

The Fire Trak System has been fire-tested at Underwriters Laboratories in accordance with U.L. 2079 and ASTM E 1966 test standards. The test assemblies were cycled 500 times: 100 cycles at 30 CPM and 400 cycles at 10 CPM. The assemblies have movement capabilities of up to 6″ of compression or extension, or 3″ of compression and 3″ of extension. The System has Class I, II, and III cycling capabilities. The System is classified and listed for use with U-400 series walls. The listings are good for both roof and floor assemblies.

 


 

Click on HW-D U.L. Listing Numbers for Actual U.L. Listing
U.L. Listings for joints of 1″ compression and/or extension (or up to 2″ deflection only)

 

Tracks can be configured to any deflection between 1″ to 6

 

Standard Wall ( HW-D-0060) 1 to 3 Hour Rating

Perpendicular and parallel against steel and concrete decks

HW-D-0060

HW-D-0060  (Certified for Canada)

 

Cavity Wall (HW-D-0061) 1 to 3 Hour Rating

Perpendicular and parallel against steel and concrete decks

HW-D-0061

HW-D-0061  (Certified Canada)

 

Standard and Cavity Walls (HW-D-0117) 1 and 2 Hour Ratings

Perpendicular to metal decks with flute filled with cementious fireproofing

HW-D-0117

No Listing for Canada

 

Standard and Cavity Walls (HW-D-0118) 1 and 2 Hour Ratings

Perpendicular to metal decks with flute filled with fire caulk or fire spray

HW-D-0118

HW-D-0118  (Certified for Canada)

 

Shaft Wall (HW-D-0119) 1 to 3 Hour Rating

Perpendicular and parallel against steel and concrete decks

HW-D-0119

HW-D-0119  (Certified for Canada)

 

Shaft Wall (HW-D-0120) 1 to 3 Hour Rating

Perpendicular and parallel against steel and concrete descks

HW-D-0120

HW-D-0120  (Certified for Canada)

 

Shaft Wall (HW-D-0400) 1 and 2 Hour Rating

Parallel under Steel Beam

HW-D-0400

No Listing for Canada

 


 

U.L. Listings for joints of 3″ compression and/or extension (or up to 6″ deflection only)
Tracks can be configured to any deflection between 1″ to 6″

 

Standard Wall (HW-D-1011) 1 to 3 Hour Ratings

Perpendicular and parallel against steel and concrete decks

HW-D-1011

HW-D-1011  (Certified for Canada)

 

Cavity Wall (HW-D-1012) 1 to 5 Hour Ratings

Perpendicular and parallel against steel and concrete decks

HW-D-1012

HW-D-1012 (Certified for Canada)

 

Standard and Cavity Walls (HW-D-1019) 1 and 2 Hour Ratings

Perpendicular to metal decks with flute filled with cementious fireproofing

HW-D-1019

No Listing for Canada

 

Standard and Cavity Walls (HW-D-1020) 1 and 2 Hour Ratings

Perpendicular to metal decks with flute filled with fire caulk or fire spray

HW-D-1020

HW-D-1020  (Certified for Canada)


 

 

Understanding Nominal Joint Width (Installed Width) And Actual Movement in U.L. Listings

 

Nominal Joint Width in U.L. listings refers to installed width. Nominal Joint width does not equal movement capability because the joint material can only move a percentage of its thickness. For example, systems that require fire caulk or spray can only move a percentage of their nominal joint width because they are limited by compressibility, elasticity or bond strength. To determine actual movement you must multiply nominal joint width by the percentage of compression and/or extension.

 

For illustration: A 1” nominal joint width with 25% compression has an actual deflection capability of only 1/4”.

 

The Fire Trak System, when installed at a nominal joint width of 1”, has a full 100% movement in compression for a full 1” of deflection. By extension of track depth, the Fire Trak System can move 1” (100%) in both compression and extension for a combined range of movement of 2”.

 

The Fire Trak System is U.L. tested and listed at 1” and 3” nominal joint widths with 100% movement in both compression and extension for combined ranges of movement of 2” and 6”. The Fire Trak System can have any range of movement from 1” to 6” in 1/2” increments.