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> Application' List> Application. Detail
FL #
FL16048-R6
Application Type
Code version
Revision
(� ;�
Appr
ST. LUCIIE�C✓OUNTY BLVLDING DIVISION
Application Status
Approved
REVIEWED FOR COMPLIA
REVIEWED Y
Comments
DATE 7 /
Archived
D
PLANS AND PERMIT MMT BE KEPT ON JOB
SITE OR NO INSPECTIONS) WILL BE MADE
Product Manufacturer
Tri-Built Materials Group, LLC
Address/Phone/Email
PO Box 70
Rutherford, NJ 07070
(800) 516-1485
david.ruiz@tribuiltmg.com
Authorized Signature
David Ruiz
david.ruiz@tribuiltmg.com
Technical Representative
David Ruiz
Address/Phone/Email
250 Route 17 North
East Rutherford, NJ 07073
(201) 842-2449
david. ruiz@tribuiltmateria lsg ro up:com
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
L� Evaluation Report- Hardcopy Received
FloridaEngineer or Architect Name who developed Robert Nieminen
the Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance' Contract Expiration Date 07/18/2020
Validated By John W. Knezevich, PE
2 Validation Checklist - Hardcopy Received
Certificate of Independence
FL16046 R6 COI 2017 01 COI Nieminen Ddf
Referenced Standard and Year (of Standard)
Standard Year
ASTM D1970 2015
ASTM GiSS 2005
FM 4474 2011
FRSA/TRI April 2012 (04-12) 2012
UL 1897 2012
Equivalence of Product Standards
Certified By
Sections from the Code
FILE COPY
/www.floridabuilding.org/pr/pr app_dtl.aspx?paramwGEVXQwtDgtFPMdYiND... 1/12/2018
Building Code Online
Page 2 of 2
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Method 1 Option D
09/25/2017
10/01/2017
10/03/2017
12/12/2017
FL #
Model, Number or Name
Description
16048.1
TRi-BUILT Roof Underlayments
Self -adhering, modified bitumen roof underlayments
Limits of Use
Installation Instructions
Approved for use.in HVHZ: No
Approved for use outside HVHZ: Yes
FL16048 R6 11 2017 09 FINAL ER TRI-
Impact Resistant: N/A
BUILT UNDERLAYMENTS FL16048-R6 odF
Verified By: Robert Nieminen PE-59166
Design Pressure: +N/A/-150
Created by Independent Third Party: Yes
Other: 1.) The design pressure noted herein pertains to use
Evaluation Reports.
of foam -on tile systems overtop the self -adhering.
FL16048 R5 AE 2017 09 FINAL ER TRI-
underlaymenf for one particular application. See ER Section
QUILT UNDFIR LA YMENTS FL16048-R6 Ddf
5.6.4 for details. 2.) Refer to ER Section 5 for other Limits of
Created by Independent Third Party: Yes
Use,
Back Next
.contact Us :: 2an1 RlpIr Stone Road. Tallahassee FL n phone: 850-487-1824
The State of Florida is an AA/EEO'employer. Convrioht2007 2013 State of Florida,:: Peivacv Statement ::. Accessibility Statement:: Refund Statement
Under Florida law, emall addresses are public records. If you do not want your e-mail address released in: response to a public -records request, do not send
electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. "Pursuant to
Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if
they have one. The emails provided may be used for official communication with the licensee. However email addresses. are public record. If you do not wish to
supply a personal address, please provide the Department with an email address which can be made available to.the public To determine if you area licenseeunder
Chapter 455, F.S., please click here..
Product Approval Accepts:
®. 9M IiCt4ci
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://www.floiidabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgtFpmdyiND... 1 /12/2018
TRINITV j ERD
REPORT
-BUILT Materials Group, LLC
Box 70
herford, NJ 07070
D) 5164485
EXTERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization #9503
353 CHRISTIAN STREET, UNIT#13
OXFORD, Cr 06478
(203) 262-9245
Evaluation Report A42960.10.12-R6
FL16048-R6
Date of Issuance:10/25/2012
Revision 6: 09/25/2017
its Evaluation Report is issued under Rule '61G20-3 and the applicable rules and regulations governing the use of
instruction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen,
E. for use of the product under the Florida Building Code and Florida Building Code„ Residential Volume.. The
oducts described herein have been evaluated for compliance with the 6th Edition (2017) Florida Building Code
ctions noted herein.
DESCRIPTION: TRI-BUILT Roof Underlayments
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced
Quality Assurance documentation changes, or provisions of the Code that'relate to the product change. Acceptance of
this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product
changes or the referenced Quality Assurance documentation changes. Trinityl ERD requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity I ERD Evaluated" may be. displayed in
advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its,entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or
its distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 6.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration. No..59166, Florida DCA ANE1983
The facsim0e seal appearing was authorized by Robert Nieminen,
P.E. an 09/25/2017. This does not serve as an electroniolly signed
document
CERTIFICATION OF INDEPENDENCE:
1. Trinityl ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2. Trinityl ERD is not awned, operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen, P.E. does, not have nor will acquire, a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
5. This is a building code evaluation. Neither Trinityl ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
project on which this Evaluation Report, or previous versions thereof, is/was used for permitting -or design guidance unless retained
specifically for that purpose.
v 1 KINITY I eRD
COMPONENT EVALUATION:
SCOPE:
Product Category: Roofing
Sub -Category: Underlayment
Compliance Statement: TRI-BUILT Roof Underlayments, as produced by TRI-BUILT Materials Group, LLC, have
demonstrated compliance with the following sections of the 6th Edition (2017) Florida Building Code through testing
in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations /
'Conditions of Use set forth herein.
2. STANDARDS:
Section
1504.3.1
1504.3.1
1504.6
1507.2.4 /'1507.1.1;1507.2.9.2
1507.3.3
I REFERENCES:
Ent)
ERD (TST6049)
ERD (TST6049)
ERD. (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6649)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
UL, LLC. (QUA9625)
UL, LLC. (QUA9625)
4. PRODUCT DESCRIPTION:
Property
Wind Resistance
Wind Uplift
Accelerated Weathering
Physical Properties
Physical Properties
Examination
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Accelerated Weathering
Wind Resistance
Quality Control
Quality Control
Standard
FM 4474
UL 1897
ASTM G155
ASTM D1970
FRSA/TRI April 2012 (04-12)
Reference
540540.02.13-1
S40540.11.13
S40540.03.14
S44870.04.14-2
S44870.04.14-3
S44870.04.14-1
S44870.04.14-4
S43530.02.14-1-R1
S43530.05.14
S40540'10.14
SC7645.02.15
SC8520.04.15
SC14045.05.17-R1.
Multiple -Listing R16814
Service Confirmation
Year
2011
2012
2005
2015
2012
Date
02/19/2013
11/19/2013
03/26/2014
04/02/2014
0.4/02/2014
04/10/2014
04/10/2014
05/14/2014
05/28/2014
10/31/2014
02/13/2015
05/27/2015
06/07/2017
12/10/2015
Exp. 07/18/2020
4.1 Tri-Built Sand-R SA Shingle Underlayment is a "self -adhering, glass -mat reinforced, sand -surfaced, SBS
modified bitumen roof underlayment, with a 36-inch sheet width; meets ASTM D1970.
4.2 Tri-Bu)It S/A HT TU Underlayment is a self -adhering, non -woven polyester fabric surfaced, SBS modified
bitumen roof underlayment; meets ASTM D1970 and FRSA/TRl April 2012.
4.3 Tri-Built Smooth HT S/A Underlayment is a self -adhering, glass -mat reinforced, film -surfaced, SBS
modified bitumen roof underlayment; meets ASTM D1970.
S. LIMITATIONS:
5.1 This is a building code evaluation. Neither TrinitylERD nor Robert Nieminen, P.E..are, in any way, the
Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was
used for permitting or design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions.
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials
Directory for fire ratings of this product.
Exterior Research and Design, LLC. Evaluation Report A42960.10.12-R6
Certificate ofAuthorization #9503 6T":EDITION (2017) FBC NON-HVHZ EVAWATION FL16048-RG
TRI-BUILT Roof Underlayments; (800) 515-1485 Revision 6: 09/25/2017
Page 2 of 6
\l f RINITY I ERD
5.4 TRI-BUILT Roof Underlayments may be used with any prepared roof cover Where the product is
specifically referenced within FBC approval documents. If not listed, a request may be made to the
Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the
prepared roof covering.
5.5 Allowable Roof Covers:
TABLE 1 :;ROOF COVER.OpT10NS
Underlayment
Y
Asphalt
Shingles
Nail -On Tile
Foam -On Tile
Metal
Wood Shakes
Slate
& Shingles
Tri-Built Sand-R SA Shingle
Underlayment
Yes
No
No
No
Yes
Yes
Tri-Built S/A HTTU
Yes
Underlayment
Yes
Yes
See 5.5.1
Yes
Yes
Yes
Tri-Built Smooth HT_
„Underlayment,-
Yes'
No
No
kY
YesYes_'b
5.5.1 "Foam -On Tile" is limited to use of the following Approved tile adhesives / underlavmpnr rnmhinntinnc
TABLE 1A._ALLOINABLE TILE ADHE§IVE / UNDERLAYMENT.COMBIN' i ONS1
Adhesive
Florida Product. Approval
Underlayments
ICP Adhesives Polyset° AH-160
FL6332
Tri-Built S/A HT TU Underlayment
DowTileBondT'
FL22525
Tri-BuiltS/A HT TU Underlayment
5.6 Allowable Substrates:
5.6.1 Direct -Bond to Deck:
Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
➢ Plywood; ASTM D41 primed plywood; OSB; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41
primed Southern Yellow Pine; ASTM D41 primed structural concrete.
While not required over plywood, OSB or Southern Yellow Pine substrates, TRI-BUILT Materials Group, LLC
recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Note:
TRI-BUILT Materials Group, LLC requires tongue -and -groove board decking be covered with plywood or
OSB prior to installation of the self -adhering underlayment.
5.6.2 Bond -to -Insulation:
Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied ;to:
➢ Dens Deck Prime; SECUROCK.Gypsum-Fiber Roof Board.
For installation under mechanically attached prepared roof coverings, insulation shall be attached per
minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations
under foam -on tile systems (Tri-Built S/A HT TU Underlayment only), insulation attachment shall be
designed by a qualified design professional and installed based on testing of the insulation/underlayment
system in accordance with FM 4474, Appendix D or TAS 114, Appendix J.
1 Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
ktenor Research and Design, LLC. Evaluation Report A42960.10.12-R6
erwicaw afAuthorization H9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-RG
TRI-BUILT Roof Underlayments; (800) 516-1485 Revislon.6: 09/25/2027
Page 3 of 6
(_)o
TRINITY I ER®
5.6.3 Bond to Mechanically Attached Base Laver:
Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
i ASTM D226, Type I or II felt.
For installations under mechanically attached prepared roof coverings, base layer shall be attached per
minimum codified requirements. For installations under foam -on the systems (Tri-Built S/A HT TU
Underlayment only), base layer shall be attached per minimum requirements of FRSA/TRI April 2012 (04-
12).
5.6.4 Wind Resistance for Underlayment Systems in Foam -On Tile Applications: FRSA/TRI April 2012 (04-12)
does not address wind uplift resistance of all underlayment systemsbeneath foam -on tile systems, where
the underlayment forms part of the load -path. The following wind uplift limitations apply to direct -deck
underlayment systems that are not addressed in FRSA/TRI April 2012 (04-12) and are used in foam -on the
applications. Maximum Design Pressure is the result of testing for wind load resistance based on
allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety
per FBC 1504.9 has already been applied). Refer to FRS_ A/TRI April 2012 (04-12), Appendix A, Table 1A or
FBC 1609 for determination of design wind pressures.
#1 Maximum Design Pressure .= -45Op :
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority
Having Jurisdiction.
Primer: (Optional) ASTM D41 or RESISTO EXTERIOR PRIMER
Underlayment: Tri-BuiltS/A HT TU Underlayment, self -adhered.
#2 Maximum Design Pressure = -67 5 psf:
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Primer: Soprema Elastocol 600c
Underlayment: Tri-Built S/A HT TU Underlayment, self -adhered.
#3 Maximum Design Pressure = -150 0 psf:
Deck: Min. 15/32-inch APA-rated BCX plywood (may be installed C-side .up) to meet project
requirements to satisfaction of Authority Having Jurisdiction.,
Deck Preparation: Plywood shall be thoroughly cleaned to remove dust and debris that may inhibit
adhesion. All sheathing fasteners shall be driven flush with the surface. All sharp
splinters and wood projections shall be removed/sanded.
Primer: (Optional) RESISTO EXTERIOR PRIMER
Underlayment: Tri-Built S/A HT TU Underlayment, self -adhered, shall be thoroughly roll using hand
roller and/or weighted roller to ensure there are no voids, and ensure there are no
voids/bridging at side and end -laps.
#4 Maximum. Design Pressure =-60 0 psf:
Deck: Min. 19/32-inch plywood to meet project requirements _to satisfaction of Authority
Having Jurisdiction. .
Base Sheet: Soprema Sopra-G or Modified Sopra-G mechanically attached with nails (FBC 1517.5.1)
and tin caps (FBC 1517.5.2) spaced 6-inch.o.c. atthe 4-inch laps and 6-inch o.c. in three,
equally spaced rows in the center of the sheet.
Underlayment: Tri-Built S/A HT TU Underlayment, self -adhered.
xterior Research and Design, I.I.C. Evaluation Report A42960.10.12-R6
ertificate of Authorization #9503 6' EDITION.(2017) FBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments, (800) 516-1485 Revision 6: 09/25/2017
Page 4 of 6
TRINITY I ERD
5.6.4.1 For mechanically attached Base Sheet, the maximum design pressure for the selected assembly shall meet
or exceed that required under FRSA/TRI April 2012'(04-12), Appendix A, Table 1A.
Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1
design pressure determined in accordance with FBC 1609. In this case, Zones 2 and 3 shall employ an
attachment density designed by a qualified design professional to resist the elevated pressure criteria.
Commonly used methods are ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29 and Roofing
Application Standard RAS 117. Assemblies marked with an asterisk* carry the limitations set forth in
Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements..
5.7 Exposure Limitations:
Tri-Built Sand-R SA Shingle Underlayment or Tri-Built Smooth HT S/A Underlayment shall not be left
exposed for longer than 30-days after installation
Tri-Built S/A HT TU Underlayment shall not be left exposed for longer than 180-days after installation.
5.8 Tile Slippage Limitations (TAS 103 per FRSA/TRI April 2012 (04 12))•
When loading roof tiles on the underlayment in direct -deck the assemblies, the maximum roof slope shall
be as follows. These slope limitations can only be exceeded by using battens during loading of the roof
tiles.
TABLE 2 THE SLIPPAGE LIMITATIONS,FOR-DIRECT-DECK TILE INSTALLATIONS
Underlayment
Tile Profile
Staging Method
Maximum
Slope
Flat
Max.10-tile stack
6:12
Lugged
Max.10-tile stack
5:12
Max.10-tile stack (bottom 2-tile stack
shall be inverted, followed by 8 tiles high 6:12
on slope, as shown below)
'� s'-fm
Tri-Built S/A HT TU
Underlayment
Lugged
xterior Research and Design, LLC. Evaluation Report A42960.10.12-R6
ertificote of Authorization lf9503 6' EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments, (800) 516-1485 Revision 6: 00/25/2017
Page 5 of 6
QNTRINITYIERD
INSTALLATION:
6.1 TRI-BUILT Roof Underlayments shall be installed in accordance with TR.I-BUILT Materials Group, LLC
published installation requirements subject to the Limitations set forth in Section 5 herein and the
specifics noted below.
6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly
to remove any dust and debris prior to application, and prime the substrate (if applicable).
6.3 Tri-Built Sand-R SA Shingle Underlavment Tri-Built S/A HT TU Underlavment or Tri-Built Smooth HT S/A
Underlavment•
6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Table
1507.1.1 for the type of prepared roof covering to be installed.
6.3.2 Non -Tile applications:
While priming is optional, TRI-BUILT Materials Group, LLC recommends priming the deck if the final roof
cover is not slated for installation within 24 hours.
Apply sheet parallel to the roof edge. Roll out approximately 10 ft of membrane and peel back the first 3
ft of release film.
Adhere the exposed part to the substrate and unroll the remaining membrane as far as possible.
Once the entire length of membrane is in place, peel -off the release film diagonally while holding the
membrane tight. Firmly roll, broom or hand -press the membrane into. place to achieve a bond.
Horizontal seams should be minimum 3-inches, configured to shed. water. Vertical seams should be 6-
inches and staggered not less than 2-ft from vertical seams in the course below, sealed in accordance with
TRI-BUILT Materials Group, LLC requirements.
When installing at slopes .above 8:12, TRI-BUILT Materials Group, LLC recommends back -nailing in the
overlap area at the top of the sheet at 12-inch o.c.
For Valleys and Ridges: Cut underlayment into 4 to 6 foot lengths. Peel the release paper and center sheet
over valley or ridge. Drape and press sheet into place, working from the center of the valley or ridge in
each direction. For valleys, apply the sheet starting at the lowest point and work upward.
6.3.3 Tile Applications (Tri-BuiltS/A HT TU Underlavment only):
Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the
instructions noted above as a guideline.
For foam -on tile applications, reference is made to Section 5.6.4 herein for wind resistance limitations that
fall outside the scope of FRSA/TRI April 2012 (04-12).
Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the
underlayment. See Table 2 herein, and TRI-BUILT Materials Group, LLC published requirements for tile
staging.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
MANUFACTURING PLANTS:
Gulfport, MS
QUALITY ASSURANCE ENTITY:
UL, LLC —QUA9625; (314) 578-3406; k.chancellor@us.ul.com
- END OF EVALUATION REPORT -
Research and Design, I.I.C. Evaluation Report A42960.10.12-R6
to of Authorization #95.03 6' EDITION (2017) F8C NON-HVHZ EVALUATION FL16048-RG
TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017
Page 6 of 6