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FL #FL37784-R2
Application Type Revision
Code Version 2020
Application Status Approved
Comments
Archived
Product Manufacturer Mule-Hide Products Co., Inc.
Address/Phone/Email 1195 Prince Hall Dr
Beloit, WI 53511-5481
(608) 365-3111 Ext 809
lindar@nemoetc.com
Authorized Signature Timothy McFarland
lindar@nemoetc.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Underlayments
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the
Evaluation Report
Zachary R. Priest
Florida License PE-74021
Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date 12/31/2024
Validated By Steven M. Urich, PE
Validation Checklist - Hardcopy Received
Certificate of Independence FL37784_R2_COI_MHP21001.3a 2020 FBC Eval Underlayments FINAL.pdf
Referenced Standard and Year (of Standard)Standard Year
ASTM D 1623 2017
ASTM D 1970 2015
ASTM D 2626 2004
ASTM D 4601 2004
FM 4474 2011
TAS 103 2020
TAS 110 2000
UL 1897 2012
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 08/12/2021
Date Validated 08/15/2021
Date Pending FBC Approval 08/19/2021
Date Approved 10/12/2021
Date Revised 10/13/2021
Summary of Products
FL #Model, Number or Name Description
37784.1 Base Sheets Shur-Gard #40 Base Sheet, ASTM D 2626, & F/G Base Sheet,
ASTM D 4601, Type II
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other: See evaluation report for limits of use.
Installation Instructions
FL37784_R2_II_MHP21001.3b 2020 FBC Eval Underlayments
FINAL.pdf
Verified By: Zachary R. Priest PE-74021
Created by Independent Third Party: Yes
Evaluation Reports
FL37784_R2_AE_MHP21001.3b 2020 FBC Eval Underlayments
FINAL.pdf
Created by Independent Third Party: Yes
37784.2 Shur-Gard Underlayments ASTM D 1970 self-adhered underlayments
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +0/-90
Other: See evaluation report for limits of use.
Installation Instructions
FL37784_R2_II_MHP21001.3a 2020 FBC Eval Underlayments
FINAL.pdf
Verified By: Zachary R. Priest PE-74021
Created by Independent Third Party: Yes
Evaluation Reports
FL37784_R2_AE_MHP21001.3a 2020 FBC Eval Underlayments
FINAL.pdf
Created by Independent Third Party: Yes
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Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida. :: Privacy Statement :: Accessibility Statement :: Refund Statement
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provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here .
Product Approval Accepts:
CREEK
Technical Services, LLC
MHP21001.3a FL37784-R2 Page 1 of 5 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 a re not
specifically addressed herein.
Registry No. 29824
17520 Edinburgh Drive
Tampa, FL 33647
(813) 480-3421
EVALUATION REPORT FLORIDA BUILDING CODE, 7TH EDITION (2020)
Manufacturer: MULE-HIDE PRODUCTS CO., 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, 7th 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
Entity Report No. Standard Year
PRI Construction Materials Technologies (TST5878) GAPR-014-02-01 ASTM D 1970 2015a
PRI Construction Materials Technologies (TST5878) GAPR-018-02-01 ASTM D 1970 2015a
PRI Construction Materials Technologies (TST5878) GAPR-029-02-01 ASTM D 1970 2015a
PRI Construction Materials Technologies (TST5878) GAPR-030-02-01 ASTM D 1623 2017
PRI Construction Materials Technologies (TST5878) GAPR-034-02-01 ASTM D 1623 2017
PRI Construction Materials Technologies (TST5878) GAPR-034-02-01.1 TAS 103 2020
PRI Construction Materials Technologies (TST5878) GAPR-034-02-02 TAS 110 2000
PRI Construction Materials Technologies (TST5878) 1047T0001 ASTM D 1970 2015a
PRI Construction Materials Technologies (TST5878) 1047T0004.1 TAS 110
TAS 103
2000
2020
PRI Construction Materials Technologies (TST5878) 1047T0011 TAS 110
TAS 103
2000
2020
PRI Construction Materials Technologies (TST5878) 1047T0012 TAS 110 2000
PRI Construction Materials Technologies (TST5878) 1047T0016 ASTM D 1970 2015a
PRI Construction Materials Technologies (TST5878) 1047T0017 ASTM D 1970 2015a
PRI Construction Materials Technologies (TST5878) 1047T0018.1 TAS 103 2020
PRI Construction Materials Technologies (TST5878) 1047T0029 ASTM D 1623
TAS 103
2017
2020
PRI Construction Materials Technologies (TST5878) 1047T0035 ASTM D 1623
TAS 103
2017
2020
PRI Construction Materials Technologies (TST5878) 1047T0038 ASTM D 7379 2008 (2015)
PRI Construction Materials Technologies (TST5878) 1047T0046 UL1897
ASTM D 903
2012
1998(2010)
PRI Construction Materials Technologies (TST5878) 1047T0040 ASTM D 1970 2015a
PRI Construction Materials Technologies (TST5878) 1047T0041 TAS 103 2020
PRI Construction Materials Technologies (TST5878) 1047T0047A ASTM D 1970 2015a
PRI Construction Materials Technologies (TST5878) 1047T0047B ASTM D 1970 2015a
PRI Construction Materials Technologies (TST5878) 1047T0047C ASTM D 1970 2015a
PRI Construction Materials Technologies (TST5878) 1047T0049 ANSI/FM 4474 2011
A CREEK
Technical Services, LLC
MHP21001.3a FL37784-R2 Page 2 of 5 Page 2 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 a re not
specifically addressed herein.
MULE-HIDE PRODCTS
Shur-Gard Underlayments
PRODUCT DESCRIPTION AND LIMITS OF USE
Shur-Gard MU Force HT
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 under layment. Tiles
shall be placed on battens for roof slopes greater than 6:12.
A CREEK
Technical Services, LLC
MHP21001.3a FL37784-R2 Page 3 of 5 Page 3 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 a re not
specifically addressed herein.
MULE-HIDE PRODCTS
Shur-Gard Underlayments
PRODUCT APPLICATION
Min. Roof Slope: 2:12 in accordance with the FBC
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:
Underlayment Plywood
Primed
Plywood
Primed
OSB Concrete
Primed
Concrete
Shur-Gard MU Force HT Y Y N Y Y
Shur-Gard MU Ultra HT Y N N N N
Shur-Gard TU Force HT 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
Temperature:
40°F and rising; Contact the manufacturer when installing at temperatures below the minimum
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
A CREEK
Technical Services, LLC
MHP21001.3a FL37784-R2 Page 4 of 5 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 a re not
specifically addressed herein.
MULE-HIDE PRODCTS
Shur-Gard Underlayments
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 underlayment 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 Ø tin caps spaced 12” o.c. The applied underlayment shall be rolled with
a minimum 75lb 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 75lb 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 progr am in compliance with
Rule 61G20-3.
A CREEK
Technical Services, LLC
MHP21001.3a FL37784-R2 Page 5 of 5 Page 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 a re not
specifically addressed herein.
MULE-HIDE PRODCTS
Shur-Gard Underlayments
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code 7th Edition (2020) including High-Velocity Hurricane Zones (HVHZ) as evidenced in the referenced documents
submitted by the named manufacturer.
Zachary R. Priest, P.E.
Florida Registration No. 74021
Organization No. ANE9641
CERTIFICATION OF INDEPENDENCE
CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distri buting
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 will acquire, a financial interest in any other entity involved in the approval process of the
product.
END OF REPORT
This item has been
digitally signed and
sealed by Zachary R.
Priest, PE, on 8/12/2021.
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'