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)
WFR2 WW-D-0091 .pdf Movement
+50%/-50%
Total 100%
SSW2
(pick resistant)
WW-D-0093 .pdf
2 – 4″
(51 – 102mm)
WFR2 WW-D-1159 .pdf
2.25 – 6″
(55 -150mm)
WFR2 WW-D-1079 .pdf
SSW2
(pick resistant)
WW-D-1083 .pdf

Concrete and Concrete Block: Head-of-Wall

1/2 – 2″
(12 – 50mm)
WFR2 HW-D-0615 .pdf Movement +50%/-50%
Total 100%
SSW2
(pick resistant)
HW-D-0616 .pdf
2.25 – 6″
(55 -150mm)
WFR2 HW-D-1090 .pdf
SSW2
(pick resistant)
HW-D-1091 .pdf

Gypsum Wall Assemblies: Wall-To-Wall

1/2 – 2″
(12 – 50mm)
WFR2 WW-D-0092 .pdf Movement
+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)
WFR3 WW-D-0099 .pdf Movement
+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-FR1 FF-D-1091 .pdf Movement
+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-FR1 FW-D-1079 .pdf Movement
+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-FR2 FF-D-1092 .pdf Movement
+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-FR2 FW-D-1080 .pdf Movement
+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)
DFR2 FF-D-0075 .pdf Movement
+50%/-50%
Total 100%
SSF2 FF-D-0077 .pdf
2.25 – 4″
(55 -100mm)
DFR2 FF-D-1086 .pdf
SSF2 FF-D-1089 .pdf

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

1/2 – 2″
(12 – 50mm)
DFR2 FW-D-0052 .pdf Movement
+50%/-50%
Total 100%
SSF2 FW-D-0055 .pdf
2.25 – 4″
(55 -100mm)
DFR2 FW-D-1073 .pdf
SSF2 FW-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)
DFR3 FF-D-0078 .pdf Movement
+25%/-25%
Total 50%
SSF3 FF-D-0076 .pdf
2.25 – 4″
(55 -100mm)
DFR3 FF-D-1090 .pdf
SSF3 FF-D-1088 .pdf

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

1/2 – 2″
(12 – 50mm)
DFR3 FW-D-0053 .pdf Movement
+25%/-25%
Total 50%
SSF3 FW-D-0054 .pdf
2.25 – 4″
(55 -100mm)
DFR3 FW-D-1075 .pdf
SSF3 FW-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-FP FF-D-0081 .pdf Movement
+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-FP FW-D-0058 .pdf Movement
+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-FR2 FF-D-1093 .pdf Movement
+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-FR2 FF-D-1096 .pdf Movement
+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-FR2 FW-D-2009 .pdf Movement
+50%/-50%
Total 100%
7 – 10″
(175 – 250mm)

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