Watertight Expansion Joints and Construction Sealants by EMSEAL

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, 2-hour fire, and hose stream.
Meets the requirements of ASTM E1966, ASTM E119, and ASTM E1399

Fire Rating up to 2 hours

Concrete and Concrete Block: Wall-To-Wall

1/2 – 2″
(12 – 50mm)
WFR2WW-D-0091.pdfMovement
+50%/-50%
Total 100%
SSW2
(pick resistant)
WW-D-0093.pdf
2 – 4″
(51 – 102mm)
WFR2WW-D-1159.pdf
2.25 – 6″
(55 -150mm)
WFR2WW-D-1079.pdf
SSW2
(pick resistant)
WW-D-1083.pdf

Concrete and Concrete Block: Head-of-Wall

1/2 – 2″
(12 – 50mm)
WFR2HW-D-0615.pdfMovement +50%/-50%
Total 100%
SSW2
(pick resistant)
HW-D-0616.pdf
2.25 – 6″
(55 -150mm)
WFR2HW-D-1090.pdf
SSW2
(pick resistant)
HW-D-1091.pdf

Gypsum Wall Assemblies: Wall-To-Wall

1/2 – 2″
(12 – 50mm)
WFR2WW-D-0092.pdfMovement
+50%/-50%
Total 100%
2 – 4″
(51 – 102mm)
WW-D-1158.pdf
2.25 – 6″
(55 – 150mm)
WW-D-1081.pdf

Fire Rating up to 3 hours (Movement +/-25%, Total 50%)

Concrete and Concrete Block: Wall-To-Wall

1/2 – 2″
(12 – 50mm)
WFR3WW-D-0099.pdfMovement
+25%/-25%
Total 50%
2.25 – 6″
(55 -150mm)
WW-D-1087.pdf

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-FR1FF-D-1091.pdfMovement
+50%/-50%
Total 100%
7 – 10″
(175 – 250mm)
FF-D-2014.pdf

Concrete: Deck-to-Wall or Floor-to-Wall minimum 6″ (150mm) thick

4 – 6″
(100 – 150mm)
SJS-FR1FW-D-1079.pdfMovement
+50%/-50%
Total 100%
7 – 10″
(175 – 250mm)
FW-D-2007.pdf

Fire Rating up to 2 hours

Concrete: Deck-to-Deck or Floor-to-Floor minimum 6″ (150mm) thick

4 – 6″
(100 – 150mm)
SJS-FR2FF-D-1092.pdfMovement
+50%/-50%
Total 100%
7 – 10″
(175 – 250mm)
FF-D-2015.pdf

Concrete:Deck-to-Wall or Floor-to-Wall minimum 6″ (150mm) thick

4 – 6″
(100 – 150mm)
SJS-FR2FW-D-1080.pdfMovement
+50%/-50%
Total 100%
7 – 10″
(175 – 250mm)
FW-D-2008.pdf

Concrete: Deck-to-Deck or Floor-to-Floor minimum 4 1/2″ (114mm) thick

1/2 – 2″
(12 – 50mm)
DFR2FF-D-0075.pdfMovement
+50%/-50%
Total 100%
SSF2FF-D-0077.pdf
2.25 – 4″
(55 -100mm)
DFR2FF-D-1086.pdf
SSF2FF-D-1089.pdf

Concrete: Deck-to-Wall or Floor-to-Wall minimum 4 1/2″ (114mm) thick

1/2 – 2″
(12 – 50mm)
DFR2FW-D-0052.pdfMovement
+50%/-50%
Total 100%
SSF2FW-D-0055.pdf
2.25 – 4″
(55 -100mm)
DFR2FW-D-1073.pdf
SSF2FW-D-1077.pdf

Fire Rating up to 3 hours

Concrete: Deck-to-Deck or Floor-to-Floor minimum 5″ (127mm) thick

1/2 – 2″
(12 – 50mm)
DFR3FF-D-0078.pdfMovement
+25%/-25%
Total 50%
SSF3FF-D-0076.pdf
2.25 – 4″
(55 -100mm)
DFR3FF-D-1090.pdf
SSF3FF-D-1088.pdf

Concrete: Deck-to-Wall or Floor-to-Wall minimum 5″ (127mm) thick

1/2 – 2″
(12 – 50mm)
DFR3FW-D-0053.pdfMovement
+25%/-25%
Total 50%
SSF3FW-D-0054.pdf
2.25 – 4″
(55 -100mm)
DFR3FW-D-1075.pdf
SSF3FW-D-1076.pdf

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-FPFF-D-0081.pdfMovement
+50%/-50%
Total 100%
2.25 – 4″
(55 -100mm)
FF-D-1095.pdf

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-FPFW-D-0058.pdfMovement
+50%/-50%
Total 100%
2.25 – 4″
(55 -100mm)
FW-D-1081.pdf

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-FR2FF-D-1093.pdfMovement
+50%/-50%
Total 100%
7 – 10″
(175 – 250mm)
FF-D-2016.pdf

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-FR2FF-D-1096.pdfMovement
+50%/-50%
Total 100%
7 – 10″
(175 – 250mm)
FF-D-2018.pdf

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-FR2FW-D-2009.pdfMovement
+50%/-50%
Total 100%
7 – 10″
(175 – 250mm)

This index is actively being updated: Please check back frequently.

UL/ULC Listing Database at UL.com

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