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Product Approval
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FL #
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Emall
Authorized Signature
Technical Representative
Address/Phone/Emall
Quality Assurance Representative
Addnsss/Phone/Emall
Category
Subcategory
Compliance Method
Florida EnghuxrorArchitect Name who developed the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Date submitted
Date Validated
Date Pending FBC Approval
Date Approved
FL36048-R6
Revision
=7
Approved
IN -Built Materials Group, LLC
PO Box 70
Rutherford, NJ 07070
(Sao) 516-MS
david.rulzOtribul[Ung.cem
Davld Ruiz
david.rulzOtribulltm9•rnm
David Ruiz
250 Route 17 North
East Rutherford, N3 07073
(201) 842-2449
david.ruWtrlbuiltmaterlW sgraup.coin
Roofing ,
Underlayments
Evaluatlon Report from a Florida Registered Architect or a Licensed Florida Professional Engineer
Evaluation Report- Hardcopy Received
Robert Nleminen
PE-59166 -
UL LLC
06/29/2023
John W. KnezeWJi, PE
' ' Validation CheWst - Hardeopy Received '
n R6 COI 2017 01 COT Me 11111O odf
Standard
ASTM D1970 •
2015
20
2005
ASI'M G155 _
2011
FM 4474
2012
FRSA/TRI April 2012 (04-12)
2012
UL 1897
Method 1 Option D
09/25/2017
10/01/2017
10/03/2017
22/12/2017
g - Model, Number or Name
160481 TRi-BUILT Roof UnderlaymentS
Limits of use
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant; N/A
Design pressure". +N/A/-150
Other. 1.) The design pressure noted herein pertalns to use of foam -on the systems oveNop the self
adhering undedayment for one particular application. See ER Section 5.6.4 for details. 2) Refer to. ER
Section 5 for other Limits of use.
Self -adhering, modified bitumen roof underlayments
;nstallatlan instructlons e n T IINDERLAVMENTS FL15048-R6•odf
L R6 tI 20'i7 09 FIN. L ER TRt BL L
Verified By: Robert Nteminen PE-59166-T
Created by Independent Third Party: Yes
Evaluation Reports
R5 AE 2017 09 F[hAL ER r OUiLT LINDERLeYMElYfS FL16048-R6.Rd(
Created by Independent'I We Party; Yes
Baca NeRt
:; 9601 BIeF-�^^e Aced Thllehossae0.32399 Phone: 85b-0eb181� '
7tw StateolRorlde lean ANeEO mllpleyen^---'-"7'0"ei••�•�anm, ee,�tmm et r. gablad,SHItcmmS
under Retitle law, emailaddf6tSa9 are public rarords. YYaU do not want Your eHnaa atldn�Y RIe93ad In response l0a Pubgrrealds mquas4 do notaendMinto se mail tothis entity. instta4 11 tidd Sao tb rryphoneo, Th wregs provided
meATray haw myquesta=
piramao�dBemalla doo camp blic Section 455.275(1), Ronda StaWtes, erfedNe October 1,,2012, Ileansaas Ilamed undyv_r3haPyr45S.RS must proser8a ?arbn'mtWltlh an emell addmss Vthryhaw ono Thoemags Plovtded may be used lryoJr nnk
��;i.TRINITYJERD
EVALUATION REPORT
TRI-BUILT Materials Group, LLC
PO Box 70
Rutherford, NJ 07070
(800) 516-1485
EXTERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization #9503
353 CHRISTIAN STREET, UNIT. #13
OXFORD, CT 06478
(203) 262-9245
Evaluation Report A42960.10.12-116
FL16048-R6
Date of issuance:10/25/2012
Revision 6: 09/25/2017
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen,
P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The
products described herein have been evaluated for compliance with the a Edition (2017) Florida Building Code
sections noted herein.
DESCRIPTmom TRI-BUILT Roof Underlayments
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
CONTINUED COi111PUAIIICE: 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. Trinity] 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 "TrinityjERD 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
Tfiefaalmlle seat appearing was authorized by Robert litaminen,
P.E. on ogtasAoi7. This does notserve wan etectronicattysigned
document
CERTIFICATION OF INDEPENDENCE:
it acquire, a.
1. TrinitylERD does not have, nor does it intend to acquire or will financial interest in any company manufacturing or
distributing products it evaluates.
2. Trinityl ERD is not owned, 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 Trinity IERD 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.
'. TRINITY f ERD
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Underlayment
Compliance Statement: TRl-BUILT Roof Underlayments, as produced by TRI-BUILT Materials Group, LLC, have
demonstrated compliance with the following sections of the a 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
3. REFERENCES:
Entitv
ERD (TST6049)
ERD(TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (1376049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD(W6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
UL, LLC. (QUA9625)
UL, LLC. (QUA9625)
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
FR5A/rRl April 2012 (04-12)
Reference
S40540.02.13-1
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
SC14045.05.17-111
Multiple -Listing R16814
Service Confirmation
Year
2011
2012
2005
2015
2012
Date
02/19/2013
11/19/2013
03/26/2014
04/02/2014
04/02/2014
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. PRODUCT DESCRIPTION:
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 364nch sheet width; meets ASTM D1970.
4.2 Tri-Built S/A HT TU Underlayment is a self -adhering, non -woven polyester fabric surfaced, SBS modified
bitumen roof underlayment; meets ASTM D1970 and FRSA/TRI April 2012.
4.3 Tri-Built Smooth HT S/A Underlayment is a self -adhering, glass -mat reinforced, fiim-surfaced, SBS
modified bitumen roof underlayment; meets ASTM D1970.
S. LIMITATIONS:'
5.1 This is a building code evaluation. Neither Trinity IERD 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. '
Evaluation Report A42960.10.12-R6
Exterior Research and Design, LLC. F116048-R6
CertdkaW ofAuthormifion 09503 6iii EDITION 12017) FBC NON-HVHZ EVALUATION Revision 6. 09/25/2017
TR"UILT Roof Undedayments; (8W) 516-1485 Page 2 of 6
�.'TRINITYIERD
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:
.:.":;d,2Yva • YC: 7i rt.' ^-icc•; .�y. .;+s,
ryZ..
2S. rM1i: .,;i::. '
-r� _ens=i+'•: _-
Underlayment
Asphalt
Nail -on Tile
Foam -On Tile
Metal
Wood Shakes
& Shingles
Slate
Shingles
TH-Built Sand-R SA Shingle
Yes
No
No
No
Yes
Yes
Underlayment
Tri-Built S/A HT TU
Yes
Yes
Yes
Yes
Yes
Yes
Underlayment
See 5.5.1
Tri-Built Smooth HT S/A
Yes
No
No
Yes
Yes
Yes
Underlayment
5.5.1 "Foam -On Tile" is limited to use of the following Approved the adhesives / underlayment combinations.
Adhesive Florida Product Approval unaenaymems
1CP Adhesives Polyset• AH-160 FL6332 Tri-Built S/A HT TU Underlayment
Dow-nieBond' 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.
2 Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product APProval for Overturning Moment Resistance Performance.
LLC.
Report A42960.20.12-R6
Exterior Research and Design, LL
Certr/roate of Authorization #9503 6T" EDMON (i017) FBC NON-HVHZ EVALUATION FL16048 R6
TRI-BUILT Roof Underlaymenft; (800) 516-1435 Revision 6: 09/25/2017
Page 3 of 6
-, TRINITY ERD
5.6.3 Bond to Mechanically Attached Base Layer:
Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Suitt Smooth HT SJA
Underlayment applied to:
➢ 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 tile systems (Tri-Built S/A I4T TU
Underlayment only), base layer shall be attached per minimum requirements of FRSA/TR1 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 systems beneath 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 tile
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 FRSA/TRI April 2012 (04-12), Appendix A, Table 1A or
FBC 1609 for determination of design wind pressures.
#1 Maximum Design Pressure =-45.0 Dsf:
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-Built S/A HT TU Underlayment, self -adhered.
#2 Maximum Design Pressure = -67.5 Dsf:
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 00:
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 Deign Pressure = -60.0 od
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 64nch o.c. at the 4-inch laps and 64nch o.c. in three,
equally spaced rows in the center of the sheet.
Underlayment: Tri-Built S/A HT TU Underlayment, self -adhered.
Evaluation ReportA42960-10.12-RG
Exterior Research and Design, U.C. FL36048-R6
Certificate ofAuthorkation NOS a EDITION (2017) FSC NON-HVHZ EVALUATION Revision 6: 09/25/2017
TRI-SUILT Roof Underlaymens; (800) 516-1485 Page 4 of 6
1 TRINITY ! 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 IA.
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 11I. 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-Umitations:
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 tile 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.
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: •L z:;. � r
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Underlayment
Tile Profile
Staging Method
Maximum
Slope
Flat
Max.10-tile stack
6:12
Lugged
Max.10-tiie 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)
F,,
11 1
I I
Tri-Built S/A r TU
Underlayment
'Lugged
Exterior Research and Design, LLG Evaluation Report A42960.10.12-R6
Cer0cote ofAuthormhon #9503 dm EDITION (2017) F8C NON-HVHZ EVALUATION Revision 6: 09/25/2017
TRi-BUILT Roof Underiayments, (800) 526-1485 page 5 of 6
f 4
TRIN" I ERD
fi. INSTALLATION:
6.1 TRI-BUILT Roof Underlayments shall be installed in accordance with TRI-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 Underlayment Tri-Built S/A HT TU underlayment 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
i507.1.1 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,1 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 (Tr(-Bui{t S/A HT TU Llndertawnent only):
Reference is made to -FRSA/TRI April 2012 (0442) Installation Manual and Table 1 herein, using the
instructions noted above as a guideline.
For foam -on the 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 the
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.
S. MANUFACTURING PLANTS:
Gulfport, MS
9. QUALITY ASSURANCE ENTITY:
UL, LLC—QUA9625; (314) 578-3406; k.chancellor@us.ul.c:om
- END OF EVALUATION REPORT -
Evaluation Report A42960.10.12-R6
exterior Research and Deslgn, LLC. R16048-R6
certii lcote of Authorizotion #9503 6M EDITION (2017) FBC NON-HVH2 EVALUATION Revision 6: 09/25/2027
T11PBUILT Roof Underlayments, (800) 516-2485 page 6 of 6