EMSEAL
Expansion Joints and Pre-Compressed Sealants


 

 

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 Construction: Joint Sizes Product: UL/ULC
System Listing
.pdf Movement
up to 2 hours Concrete and Concrete Block:
Wall-To-Wall
1/2 - 2"
(12 - 50mm)
WFR2 WW-D-0091 .pdf +50%; -50%
(total 100%)
SSW2
(pick resistant)
WW-D-0093 .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
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

.pdf

2.25 - 6"
(55 - 150mm)

WW-D-1081

up to 3 hours

Concrete and Concrete Block:
Wall-To-Wall
1/2 - 2"
(12 - 50mm)
WFR3 WW-D-0099 .pdf +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 Construction: Joint Sizes Product: UL/ULC
System Listing
.pdf Movement
1 hour Concrete:
Deck-to-Deck or Floor-to-Floor

Min. 6" (150mm) thick.
4 - 6"
(100 - 150mm)
SJS-FR1 FF-D-1091 .pdf +50%; -50%
(total 100%)
7 - 10"
(175 - 250mm)
FF-D-2014 .pdf
Concrete:
Deck-to-Wall or Floor-to-Wall

Min. 6" (150mm) thick.
4 - 6"
(100 - 150mm)
SJS-FR1 FW-D-1079 .pdf
7 - 10"
(175 - 250mm)
FW-D-2007 .pdf
up to 2 hours Concrete:
Deck-to-Deck or Floor-to-Floor

Min. 6" (150mm) thick.
4 - 6"
(100 - 150mm)
SJS-FR2 FF-D-1092 .pdf +50%; -50%
(total 100%)
7 - 10"
(175 - 250mm)
FF-D-2015 .pdf
Concrete:
Deck-to-Wall or Floor-to-Wall

Min. 6" (150mm) thick.
4 - 6"
(100 - 150mm)
SJS-FR2 FW-D-1080 .pdf
7 - 10"
(175 - 250mm)
FW-D-2008 .pdf
up to 2 hours Concrete:
Deck-to-Deck or Floor-to-Floor

Min. 4 1/2" (114mm) thick.
1/2 - 2"
(12 - 50mm)
DFR2 FF-D-0075 .pdf +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

Min. 4 1/2" (114mm) thick.
 
1/2 - 2"
(12 - 50mm)
DFR2 FW-D-0052 .pdf
SSF2 FW-D-0055 .pdf
2.25 - 4"
(55 -100mm)
DFR2 FW-D-1073 .pdf
SSF2 FW-D-1077 .pdf
up to 3 hours Concrete:
Deck-to-Deck or Floor-to-Floor

Min. 5" (127mm) thick.
1/2 - 2"
(12 - 50mm)
DFR3 FF-D-0078 .pdf +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

Min. 5" (127mm) thick.
1/2 - 2"
(12 - 50mm)
DFR3 FW-D-0053 .pdf
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 Construction: Joint Sizes Product: UL/ULC
System Listing
.pdf Movement
up to 2 hours

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 +50%; -50%
(total 100%)
2 1/4 - 4"
( 55 - 100mm)
FF-D-1095 .pdf
up to 2 hours

3" Leg Height
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
2 1/4 - 4"
( 55 - 100mm)
FW-D-1081 .pdf
up to 2 hours

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 +50%; -50%
(total 100%)
7 - 10"
(175 - 250mm)
FF-D-2016 .pdf
up to 2 hours

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
7 - 10"
(175 - 250mm)
FF-D-2018 .pdf
up to 2 hours

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-Wall

4 - 6"
(100 - 150mm)
SJS-FP-FR2 FW-D-2009 .pdf
7 - 10"
(175 - 250mm)

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

UL/ULC Listing Database at UL.com

The EMSHIELD Family of Products

Rev. 04/01/2015




EMSEAL JOINT SYSTEMS LTD. 25 Bridle Lane, Westborough, MA 01581
EMSEAL LLC. 120 Carrier Drive, Toronto, ON M9W 5R1

   

 


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