HomeMy WebLinkAboutEvaluation Report Roofing UnderlaymentsRegistry bur Drive
9824
CREEK17520 Edinburgh Drive
Tampa, FL 33647
TECHNICAL SERVICES, LLC (813) 480-3421
EVALUATION REPORT _ ,,�■ FLORIDA BUILDING CODE, 7T" EDITION (2020)
Manufacturer: I U110-H, IQEIRRO.1911120 usO., INC. Issued August 12, 2021
1195 Prince Hall Dr
Beloit, WI 53511
(800) 786-1492
www.mulehide.com
Manufacturing Location: Pryor, OK
Quality Assurance: Keystone Certifications ,Inc. (QUA1824)
SCOPE
Category: Roofing
Subcategory: Underlayments
Code Edition: Florida Building Code, 7`" Edition (2020) including High -Velocity Hurricane Zones (HVHZ)
Code Sections: 1507.1.1, 1507.3.3, 1523.1.1, 1523.6.5.2.1
Properties: Physical properties
REFERENCES
Ea2iy
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
Report No.
GAPR-014-02-01
GAPR-018-02-01
GAPR-029-02-01
GAPR-030-02-01
GAPR-034-02-01
GAPR-034-02-01.1
GAPR-034-02-02
1047T0001
1047T0004.1
1047T0011
1047T0012
1047T0016
1047T0017
1047T0018.1
1047T0029
liter r7rfIlxb7
1047T0038
1047T0046
PRI Construction
Materials Technologies (TST5878)
1047T0040
PRI Construction
Materials Technologies (TST5878)
1047T0041
PRI Construction
Materials Technologies (TST5878)
1047T0047A
PRI Construction
Materials Technologies (TST5878)
1047T0047B
PRI Construction
Materials Technologies (TST5878)
1047T0047C
PRI Construction
Materials Technologies (TST5878)
1047T0049
Standard
ASTM D 1970
ASTM D 1970
ASTM D 1970
ASTM D 1623
ASTM D 1623
TAS 103
TAS 110
ASTM D 1970
TAS 110
TAS 103
TAS 110
TAS 103
TAS 110
ASTM D 1970
ASTM D1970
TAS 103
ASTM D 1623
TAS 103
ASTM D 1623
TAS 103
ASTM D 7379
UL1897
ASTM D 903
ASTM D 1970
TAS 103
ASTM D 1970
ASTM D 1970
ASTM D 1970
ANSUFM 4474
Year
2015a
2015a
2015a
2017
2017
2020
2000
2015a
2000
2020
2000
2020
2000
2015a
2015a
2020
2017
2020
2017
2020
2008 (2015)
2012
1998(2010)
2015a
2020
2015a
2015a
2015a
2011
MHP21001.3a FL37784-R2 Page 1 of 5
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
PRODUCT DESCRIPTION AND LIMITS OF USE
MULE -HIDE PRODCTS
Shur -Gard Underlayments
of -Gard U Shur -Gard MU Force HT is an ASTM D 1970, TAS 103, and FRSA/TRI Florida High
Wind Concrete and Clay Tile Installation Manual, Sixth Edition compliant self -adhered
underlayment constructed of a SBS polymer modified asphalt top coating and a
polymer film. The product is supplied in rolls having nominal dimensions of 39 3/8-in. x
66-ft.
Exposure on the roof deck shall be limited to a maximum 180 days. Tiles shall be
placed on battens for all roof slopes.
Shur -Gard MU Ultra HT Shur -Gard MU Ultra HT is a nominal 60-mil thick ASTM D 1970 self -adhered
underlayment constructed of a dual SBS polymer formulation and a non -woven,
synthetic surface. The product is supplied in rolls having nominal dimensions of 36-in, x
67-ft.
Exposure on the roof deck shall be limited to a maximum 120 days.
Shur -Gard TU Force HT Shur -Gard TU Force HT is a nominal 80-mil thick ASTM D 1970, TAS 103, and
FRSA/TRI Florida High Wind Concrete and Clay Tile Installation Manual, Sixth Edition
compliant self -adhered underlayment constructed of a dual SBS polymer formulation
and a non -woven, polyester top surface. The product is supplied in 2 sq. rolls with
nominal dimensions of 39 3/8-in x 66-ft.
Exposure on the roof deck shall be limited to a maximum 180 days. The maximum roof
slope shall be 6:12 when the roof tiles are placed directly on the underlayment. Tiles
shall be placed on battens for roof slopes greater than 6:12.
Shur -Gard TU Ultra HT Shur -Gard TU Ultra HT is a nominal 80-mil thick ASTM D 1970, TAS 103, and
FRSA/TRI Florida High Wind Concrete and Clay Tile Installation Manual, Sixth Edition
self -adhered underlayment constructed of a dual SBS polymer formulation and a non-
woven, polyester reinforced top surface. The product is supplied in 2 sq. rolls with
nominal dimensions of 39 3/8-in x 66-ft.
Exposure on the roof deck shall be limited to a maximum 90 days. The maximum roof
slope shall be 6:12 when the roof tiles are placed directly on the underlayment. Tiles
shall be placed on battens for roof slopes greater than 6:12.
MHP21001.3a FL37784-R2 Page 2 of 5
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
PRODUCT APPLICATION
Min. Roof Slope: 2:12 in accordance with the FBC
MULE -HIDE PRODCTS
Shur -Gard Underlayments
Roof Deck: Shall be in accordance with the FBC requirements
In the non-HVHZ, the following roof deck substrates are permitted for direct deck applications:
Underla ment
Plywood
Primed Primed
Plywood OSB
Concrete
Primed
Concrete
Shur -Gard MU Force HT
Y
Y (�N�j
Y
I Y
I
Shur -Gard MU Ultra HT
Y
N N
I N
T N
I Shur -Gard TU Force HT
1 Y
( Y Y
N
Y
Shur -Gard TU Ultra HT
Y
Y N
Y
Y
Application: All underlayments shall be installed in accordance with the FBC and the manufacturer's
installation requirements.
Substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the
substrate shall be checked for protrusion and corrected prior to underlayment application. Prior to
beginning installation, the underlayment shall be unrolled and allowed to relax for a minimum of 3-
5 minutes.
The Shur -Gard underlayments shall be installed with the release backer removed and pressed
firmly into place to ensure complete contact with the substrate. The underlayment shall be
installed with the roll length parallel to the eave, starting at the eave, and with 4" headlaps
(MetalGuard and Rain & Ice only) or 3" headlaps (TileGuard) and minimum 6" end laps staggered
min. 6-ft.from preceding course. Shur -Gard TU Force HT end laps shall be sealed with Mule -
Hide #420 Mod Bit Adhesive — Brush Grade or Mule -Hide #421 Mod Bit Flashing Adhesive —
Trowel Grade.
In the HVHZ, the Shur -Gard underlayments shall be installed over one of more plies of ASTM D
226 Type II or ASTM D 2626 organic felt with minimum 4" headlaps and minimum 6" endlaps in
accordance with FBC Section 1518.3.
It is permissible to backnail the Shur -Gard underlayments 12-inches o.c. within the headlaps
(nails shall be installed perpendicular to deck with the nail heads flush to the top surface of the
underlayment).
Min. Application 40oF and rising; Contact the manufacturer when installing at temperatures below the minimum
Temperature: application temperature.
Roof Coverings: All Shur -Gard underlayments are permitted to be used with mechanically fastened metal roofing,
slate shingles, asphalt shingles, photovoltaic shingles, and composite plastic shingles in
accordance with the FBC.
Shur -Gard MU Force HT is permitted to be used with mechanically fastened clay and concrete
tiles set on battens only in accordance with the FBC.
Shur -Gard TU Ultra HT is permitted to be used with mechanically fastened clay and concrete tiles
in accordance with the FBC.
Shur -Gard TU Force HT is permitted to be used with mechanically fastened clay and concrete
roof tiles or clay and concrete roof tiles set in the following roof tile adhesive in accordance with
the FBC.
1. DuPont TILE BONDTm Roof Tile Adhesive
2. DAP Touch'n Seal Storm Bond Roof Tile Adhesive
3. ICP Adhesives Polyset AH-160
MHP21001.3a FL37784-R2 Page 3 of 5
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CD E E K MULE -HIDE PRODCTS
jZ Shur -Gard Underlayments
TECHNICAL SERVICES, LLC
WIND RESISTANCE OF ROOF TILE UNDERLAYMENT SYSTEMS
The Allowable Design Pressures below shall be used in accordance with the FRSA/TRI Florida High Wind Concrete
and Clay Tile Installation Manual, Sixth Edition for the selected underayment system. The Allowable Design
Pressures shown below were calculated using a 2:1 margin of safety per FBC Section 1504.9.
System No. 1 Direct Deck application
Roof Deck: Min. 15/32-inch CDX plywood attached to wood supports spaced a maximum 24" o.c.
Underlayment: Shur -Gard MU Force HT, Shur -Gard TU Ultra HT or Shur -Gard TU Force HT shall
be self -adhered to the deck in accordance with manufacturer's installation instructions.
The underlayment may be optionally backnailed along the selvage with minimum
12ga., 1-1/4-inch galvanized ring shank roofing nails through optionally primed, 32ga.
x 1-5/8-inch 0 tin caps spaced 12" o.c. The applied underlayment shall be rolled with
a minimum 751b steel roller immediately following application.
Allowable Design Pressure: -90 psf
System No. 2 Direct Deck application
Roof Deck: Concrete primed with ASTM D 41 primer
Underlayment: Shur -Gard MU Force HT, Shur -Gard TU Ultra HT or Shur -Gard TU Force HT shall
be self -adhered to the deck in accordance with manufacturer's installation instructions.
The applied underlayment shall be rolled with a minimum 751b steel roller immediately
following application.
Allowable Design Pressure: -67.5 psf
GENERAL LIMITATIONS
1) Fire Classification is not within the scope of this evaluation.
2) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturer's published
application instructions. Where discrepancies exist between these sources, the more restrictive and FBC
compliant installation detail shall prevail.
3) The space under the deck area shall be properly ventilated in accordance with the FBC requirements.
4) All headlaps shall be installed to shed water from the deck.
5) The underlayment may be used as described in other current FBC product approval documents.
6) The roof deck shall be designed by others in accordance with FBC requirements to resist the design wind
load pressures for components and cladding.
7) All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61 G20-3.
MHP21001.3a FL37784-R2 Page 4 of 5
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREED
TECHNICAL SERVICES, LLC
COMPLIANCE STATEMENT
MULE -HIDE PRODCTS
Shur -Gard Underlayments
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code 7`h Edition (2020) including High -Velocity Hurricane Zones (HVHZ) as evidenced in the referenced documents
submitted by the named manufacturer.
VYI IRti�����i
•••\'�C E NSF
No 74021
3STATE OF : 4U
E�C� �.
CERTIFICATION OF INDEPENDENCE
This item has been
digitally signed and
sealed by Zachary R.
Priest, PE, on 8112/2021.
Printed copies of this
document are not
considered signed and
sealed and the signature
must be verified on any
electronic copies.
2021.08.12
13:59:18
-04'00'
Zachary R. Priest, P.E.
Florida Registration No. 74021
Organization No. ANE9641
CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing
products under this evaluation.
CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under
this evaluation.
Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products
under this evaluation.
Zachary R. Priest, P.E. does not have, nor Wll acquire, a financial interest in any other entity involved in the approval process of the
product.
MHP21001.3a
END OF REPORT
FL37784-R2
5 of 5
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.