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EMSHIELD Fire-Rated Expansion Joint UL/ULC Listing Index:


 

More on Fire-Rated Joints:

Reference Lists

FR Joint Selection Guide


 

UL 2079 Test For Decks

UL 2079 Wall Video

UL/ULC Listings

Many Tasks for FR-Joints

Hurricane-Fire-Water


WFR2,  WFR3, DFR2, DFR3, SecuritySeal SSW2, SecuritySeal SSF2, SecuritySeal SSF3, SJS-FR, and SJS-FP-FR2

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.
 

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
System Listing
.pdf ULC
System
Movement
up to 2 hours Concrete and Concrete Block:
Wall-To-Wall
1/2 - 2"
(12 - 50mm)
WFR2 WW-D-0091 .pdf JF131 +25; -25% (total 50%)
SSW2
(pick resistant)
WW-D-0093 .pdf JF134
2.25 - 6"
(55 -150mm)
WFR2 WW-D-1079 .pdf JF131
SSW2
(pick resistant)
WW-D-1083 .pdf JF134
Concrete and Concrete Block:
Head-of-Wall
1/2 - 2"
(12 - 50mm)
WFR2 HW-D-0615 .pdf HW77
SSW2
(pick resistant)
HW-D-0616 .pdf HW78
2.25 - 6"
(55 -150mm)
WFR2 HW-D-1090 .pdf HW77
SSW2
(pick resistant)
HW-D-1091 .pdf HW78
Gypsum Wall Assemblies:
Wall-To-Wall
1/2 - 2"
(12 - 50mm)
WFR2

WW-D-0092

.pdf

.pdf

JF132
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 JF145
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
System Listing
.pdf ULC
System
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 JF140 +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 FF-D-1079 .pdf JF149 +50%; -50%
(total 100%)
7 - 10"
(175 - 250mm)
FF-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 JF142 +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 JF150 +50%; -50%
(total 100%)
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 JF130 +25; -25%
(total 50%)
SSF2 FF-D-0077 .pdf JF136
2.25 - 4"
(55 -100mm)
DFR2 FF-D-1086 .pdf JF130
SSF2 FF-D-1089 .pdf JF136
Concrete:
Deck-to-Wall or Floor-to-Wall

Min. 4 1/2" (114mm) thick.
 
1/2 - 2"
(12 - 50mm)
DFR2 FW-D-0052 .pdf JF133
SSF2 FW-D-0055 .pdf JF136
2.25 - 4"
(55 -100mm)
DFR2 FW-D-1073 .pdf JF133
SSF2 FW-D-1077 .pdf JF136
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 JF137
SSF3 FF-D-0076 .pdf JF135
2.25 - 4"
(55 -100mm)
DFR3 FF-D-1090 .pdf JF137
SSF3 FF-D-1088 .pdf JF135
Concrete:
Deck-to-Wall or Floor-to-Wall

Min. 5" (127mm) thick.
1/2 - 2"
(12 - 50mm)
DFR3 FW-D-0053 .pdf JF138
SSF3 FF-D-0054 .pdf JF139
2.25 - 4"
(55 -100mm)
DFR3 FW-D-1075 .pdf JF138
SSF3 FW-D-1076 .pdf JF139

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
System Listing
.pdf ULC
System
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 JF147 +25%; -25%
(total 50%)
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 JF151 +25%; -25%
(total 50%)
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 JF143 +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 JF148 +50%; -50%
(total 100%)
7 - 10"
(175 - 250mm)
FF-D-2018 .pdf

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

UL Listing Database at UL.com

ULC Listing Database at UL.com

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Expansion joints and precompressed joint sealants by EMSEAL

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Last Modified: February 01, 2012



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