UL/ULC Listings
EMSHIELD Fire-Rated Expansion Joint UL/ULC Listing Index:
The links in the following table connect to the actual UL Listing on the UL database.
Click this link to go to Emseal’s Index on the UL Online Certifications Directory.
To see the Emseal listings at ULC, click this link to the ULC Online Directories and type “EMSEAL” in Company Name search field. Where UL tested listings do not meet your specific project conditions ask Emseal for an engineered judgment.
Walls
Certification: UL 2079 Class II and III movement, 1, 2, or 3-hour fire, and hose stream.
Meets the requirements of ASTM E1966, ASTM E119, and ASTM E1399
Fire Rating up to 1 hour
Gypsum Wall Assemblies: Wall-To-Wall
| 1/2 – 2″ (12 – 50mm) | WFR1 | WW-D-0239 | Movement +50%/-50% Total 100% | |
| 2 – 6″ (51 – 150mm) | WFR1 | WW-D-1220 |
Fire Rating up to 2 hours
Concrete and Concrete Block: Wall-To-Wall
| 1/2 – 2″ (12 – 50mm) | WFR2 | WW-D-0091 | Movement +50%/-50% Total 100% | |
| SSW2 (pick resistant) | WW-D-0093 | |||
| 2 – 4″ (51 – 102mm) | WFR2 | WW-D-1159 | ||
| 2.25 – 6″ (55 -150mm) | WFR2 | WW-D-1079 | ||
| SSW2 (pick resistant) | WW-D-1083 |
Concrete and Concrete Block: Head-of-Wall
| 1/2 – 2″ (12 – 50mm) | WFR2 | HW-D-0615 | Movement +50%/-50% Total 100% | |
| SSW2 (pick resistant) | HW-D-0616 | |||
| 2.25 – 6″ (55 -150mm) | WFR2 | HW-D-1090 | ||
| SSW2 (pick resistant) | HW-D-1091 |
Gypsum Wall Assemblies: Wall-To-Wall
| 1/2 – 2″ (12 – 50mm) | WFR2 | WW-D-0092 | Movement +50%/-50% Total 100% | |
| 2 – 4″ (51 – 102mm) | WW-D-1158 | |||
| 2.25 – 6″ (55 – 150mm) | WW-D-1081 |
Fire Rating up to 3 hours (Movement +/-25%, Total 50%)
Concrete and Concrete Block: Wall-To-Wall
| 1/2 – 2″ (12 – 50mm) | WFR3 | WW-D-0099 | Movement +25%/-25% Total 50% | |
| 2.25 – 6″ (55 -150mm) | WW-D-1087 |
Solid Slab Decks/Floors
Certification: 2079 Class II and III movement and 1, 2 or 3 hour fire test as noted.
Meets the requirements of ASTM E1966, ASTM E119, and ASTM E1399
Fire Rating 1 hour
Concrete: Deck-to-Deck or Floor-to-Floor minimum 6″ (150mm) thick
| 4 – 6″ (100 – 150mm) | SJS-FR1 | FF-D-1091 | Movement +50%/-50% Total 100% | |
| 7 – 10″ (175 – 250mm) | FF-D-2014 |
Concrete: Deck-to-Wall or Floor-to-Wall minimum 6″ (150mm) thick
| 4 – 6″ (100 – 150mm) | SJS-FR1 | FW-D-1079 | Movement +50%/-50% Total 100% | |
| 7 – 10″ (175 – 250mm) | FW-D-2007 |
Fire Rating up to 2 hours
Concrete: Deck-to-Deck or Floor-to-Floor minimum 6″ (150mm) thick
| 4 – 6″ (100 – 150mm) | SJS-FR2 | FF-D-1092 | Movement +50%/-50% Total 100% | |
| 7 – 10″ (175 – 250mm) | FF-D-2015 |
Concrete:Deck-to-Wall or Floor-to-Wall minimum 6″ (150mm) thick
| 4 – 6″ (100 – 150mm) | SJS-FR2 | FW-D-1080 | Movement +50%/-50% Total 100% | |
| 7 – 10″ (175 – 250mm) | FW-D-2008 |
Concrete: Deck-to-Deck or Floor-to-Floor minimum 4 1/2″ (114mm) thick
| 1/2 – 2″ (12 – 50mm) | DFR2 | FF-D-0075 | Movement +50%/-50% Total 100% | |
| SSF2 | FF-D-0077 | |||
| 2.25 – 4″ (55 -100mm) | DFR2 | FF-D-1086 | ||
| SSF2 | FF-D-1089 |
Concrete: Deck-to-Wall or Floor-to-Wall minimum 4 1/2″ (114mm) thick
| 1/2 – 2″ (12 – 50mm) | DFR2 | FW-D-0052 | Movement +50%/-50% Total 100% | |
| SSF2 | FW-D-0055 | |||
| 2.25 – 4″ (55 -100mm) | DFR2 | FW-D-1073 | ||
| SSF2 | FW-D-1077 |
Fire Rating up to 3 hours
Concrete: Deck-to-Deck or Floor-to-Floor minimum 5″ (127mm) thick
| 1/2 – 2″ (12 – 50mm) | DFR3 | FF-D-0078 | Movement +25%/-25% Total 50% | |
| SSF3 | FF-D-0076 | |||
| 2.25 – 4″ (55 -100mm) | DFR3 | FF-D-1090 | ||
| SSF3 | FF-D-1088 |
Concrete: Deck-to-Wall or Floor-to-Wall minimum 5″ (127mm) thick
| 1/2 – 2″ (12 – 50mm) | DFR3 | FW-D-0053 | Movement +25%/-25% Total 50% | |
| SSF3 | FW-D-0054 | |||
| 2.25 – 4″ (55 -100mm) | DFR3 | FW-D-1075 | ||
| SSF3 | FW-D-1076 |
Split-Slab Decks/Floors (plaza decks, concourses, etc.)
Certification: 2079 Class II and III movement and 2 hour fire test.
Meets the requirements of ASTM E1966, ASTM E119, and ASTM E1399
Fire Rating up to 2 hours with 3″ leg height
Split-Slab: Min. 4 1/2″ (114mm) thick Concrete Structural Slab & concrete or paver wear course (deck-to-deck)
| 1/2 – 2″ (12 – 50mm) | DFR2-FP | FF-D-0081 | Movement +50%/-50% Total 100% | |
| 2.25 – 4″ (55 -100mm) | FF-D-1095 |
Split-Slab: Min. 4 1/2″ (114mm) thick Concrete Structural Slab & concrete or paver wear course (deck-to-wall)
| 1/2 – 2″ (12 – 50mm) | DFR2-FP | FW-D-0058 | Movement +50%/-50% Total 100% | |
| 2.25 – 4″ (55 -100mm) | FW-D-1081 |
Fire Rating up to 2 hours with 1″ leg height
Split-Slab: Min. 4 1/2″ (114mm) thick Concrete Structural Slab & concrete or paver wear course (deck-to-deck)
| 4 – 6″ (100 – 150mm) | SJS-FP-FR2 | FF-D-1093 | Movement +50%/-50% Total 100% | |
| 7 – 10″ (175 – 250mm) | FF-D-2016 |
Fire Rating up to 2 hours with 3″ leg height
Split-Slab: Min. 4 1/2″ (114mm) thick Concrete Structural Slab & concrete or paver wear course.
Additional topping height achievable through addition of concrete curb (deck-to-deck).
| 4 – 6″ (100 – 150mm) | SJS-FP-FR2 | FF-D-1096 | Movement +50%/-50% Total 100% | |
| 7 – 10″ (175 – 250mm) | FF-D-2018 |
Split-Slab: Min. 4 1/2″ (114mm) thick Concrete Structural Slab & concrete or paver wear course.
Additional topping height achievable through addition of concrete curb (deck-to-wall).
| 4 – 6″ (100 – 150mm) | SJS-FP-FR2 | FW-D-2009 | Movement +50%/-50% Total 100% | |
| 7 – 10″ (175 – 250mm) |
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