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r �A>? EXTERiOR RESEARCH &DESIGN,LLC.
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I 2078 Certificate of Authorizationl #9503
perrnittig 353 CHRISTIAN STREET UNIT#13
TRINITY ERD st"�u County entOXFORD,CTi 06478
(203) 262-9245
EVALUATION REPORT
TRI-BUILT Materials Group,LLC Evaluation Report A42960.10.12-R6
PO Box 70 I F116048-R6
Rutherford,NJ 07070 1 Date of Issuance:10/25/2012
(800)516-1485 Revision 6: 09/25/2017
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SCOPE:
This Evaluation Report is,issued under Rule 61G20-3 and the applicable rules and regulations governing thei 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 60h Edition (2017) Florida Building Code
sections noted herein.
DESCRIPTION: TRI-BUILT Roof Underlayments
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LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
- herein. I
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. ifi 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 "Trinity)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. r ki,
This Evaluation Report consists of pages 1 through 6. LU
Prepared by: otlittifiltpb Mai
ILL
Lt• 'e .OF ;t= I
RabertJ.M. Nieminen, P.E. . .z _bs.4.r,"S,, The facsimile seal appearing was authorized by Robert Nieminen,
Florida Registration No.59166,Florida DCA ANE1983 F.E.on 09/25/2017.This does not serve as an electronically signed
document. 1 i
CERTIFICATION OF INDEPENDENCE: ,
1. Trinity'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. Trinity(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(ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record`ifor 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. ,
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TRINITY I ERD
ROOFING COMPONENT EVALUATION:
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1. 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 throughlitesting
in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations/
Conditions of Use set forth herein.
2. STANDARDS:
Section Property Standard Year
1504.3.1 Wind Resistance FM 4474 2011
1504.3.1 Wind Uplift UL 1897 2012
1504.6 Accelerated Weathering ASTM G155 2005
1507.2.4/1507.1.1,1507.2.9.2 Physical Properties ASTM D1970 2015
1507.3.3 Physical Properties FRSA/TRI April 2012(04-12) 2012
3. REFERENCES:
Entity Examination Reference Date
ERD(TST6049) Physical Properties S40540.02.13-1 02/19/2013
ERD(TST6049) Physical Properties S40540.11.13 11/19/2013
ERD(TST6049) Physical Properties 540540.03.14 03/26/2014
ERD(TST6049) Physical Properties 544870.04.14-2 04/02/2014
ERD(TST6049) Physical Properties 544870.04.14-3 04/02/2014 'I,
ERD(1516049) Physical Properties 544870.04.14-1 04/10%2014
ERD(TST6049) Physical Properties 544870.04.14-4 04/10%2014
ERD(TST6049) Physical Properties 543530.02.14-1-R1 05/14/2014
ERD(TST6049) Physical Properties S43530.05.14 05/28%2014
ERD(TST6049) Physical Properties 540540.10.14 10/31/2014 1
ERD(TST6049) Physical Properties SC7645.02.15 02/13%2015
ERD(TST6049) Accelerated Weathering SC8520.04.15 05/27/2015
ERD(TST6049) Wind Resistance 5C14045.05.17-R1 06/07/2017
UL,LLC.(QUA9625) Quality Control Multiple-Listing R16814 12/10/2015 it
UL,LLC.(QUA9625) Quality Control Service Confirmation 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, 565
modified bitumen roof underlayment,with a 36-inch 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, film-,surfaced, SBS
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modified bitumen roof underlayment;meets ASTM D1970.
5. LIMITATIONS:
5.1 This is a. building code evaluation. Neither TrinityjERD 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. 11
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,L IJC. Evaluation Report A42960:10.12-R6
Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017
Page 2of6
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ERD
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5.4 TRI-BUILT Roof may be used with any prepared roof cover where the product is
. specificallyreferenced within FB[ approval documents. If not listed, a request may be/madeo the
Authority Having Jurisdiction for approval based on this evaluation combined with supporting data, orthe
prepared roof covering.
- 5.5 Allowable Roof Covers: i
IJ�a� Boop�mvsm0rnoms 1
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' Asphalt Wood Shakes
Underlayment Nail-On Tile Foam-On Tile Metal Sate
Shingles &Shingles _
— � — |
Tri-Built����s�5N��
- Yes No No No Yes YesVndedayment . _ .| �
� ~ Th'eui|t�4HTTU / Yes
: Yes Yes Yes Yes Yes
Underlayment See 5.5.1 '|
� �
Tn-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 tile adhesives/underlayment combinations.
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/ TABLE 1A:ALLOWABLE TILE ADHESIVE IWmosnuAYNIswrCoMa/mmnoms^ .
Auoesive| Florida Product Approval Underlayments
ICP Adhesives Po|yset�An'160 FL6332 Tri'Bui|tS/A HI TU Underlayment �i
omwn|euond= ! pLI2525 Tri-Built S/A HT TU Undenlayment
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5.6 Allowable Substrates:
G
5 � Direct-BondtoDeck�'
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Tn-Built Sand-R SA Shingle Underlayment,Tn-Built S/A HT TU Underlayment or Tn-Built Smooth HI S/A
Underlayment applied to:
'..- Plywdod; A3TyN D41 primed plywood; OSB; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41
primed SouthernYellow Pine;ASTM D41 primed structural concrete. !
VVhUenotrequirednverp|ywood' OSBor5outhernYeUovvPinesubstrates,TR/'8U/[TW4ateria|sGr p,LLC
recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Note:
TR|'8VILTxxate�a|o 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 San6'8SAShingle Underlayment,Th �
'guiS/AHTTWUndedTri-Built 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 instailations
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.
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Refer to Tile or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
Exterior Research and Designuci Evaluation Report A*2960.1012-R6
Certificate of Authorization#9503 6T"EDITION(2017)F13c NON-HVHZ EVALUATION
TRI-BUILT RooUnderlayments;(800)516-1485 n*"m"no.oy/2�/2oz,
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5.6.3 Bond to Mechanically Attached Base Layer:
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Tri-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
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 HT TU
Underlayment only), base layer shall be attached per minimum requirements of FRSA/TRI April 2012(04-
12). !I
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
allowablewind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of,safety
per FBC 11504.9 has already been applied). Refer to FRSA/TRI April 2012 (04-12), Appendix A,Table 1A or
FBC 16091for determination of design wind pressures.
#1 Maximum Design Pressure=-45.0 psf:
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 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 i 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 AiU thority
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. at the 4-inch laps and 6-inch o.c. iin three,
equally spaced rows in the center of the sheet.
Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered.
Exterior Research and Design,LLC. Evaluation Report A42960. 0.12-R6
Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:0911
25/2017
Page 4 of 6
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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 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'kriteria.
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 VA 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)1:
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.
TABLE 2: TILE SLIPPAGE LIMITATIONS FOR DIRECT-DECK TILE INSTALLATIONS
Underlayment Tile Profile Staging Method Maximum m
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 if:12
on slope,as shown below)
Tri-Built 5/A HT TU
Underlayment
Lugged
Exterior Research and Design,LLCi Evaluation Report A42960.10.12-R6
Certificate of Authorization#9503 61H EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017
Page 5 of 6
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TRINITY ERD
6. 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 heren and the
sped0csnbtedbe|uw.
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6.2 Re-fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thnrOughky
tone remove applicable).
6.3 Tri-Built San6-RSA Shingle Underlayment,Tri-Built S/A HT TU Underlavment or Tn-Built Smooth HT S/A
Underlayment:
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 Nun��|eapp|ica�ons'.
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While priming is optional,TR�8WUJ Materials Group, LLC recommends priming �
the deck the finaliroof
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 theot 3
�ofrelease 0m. |
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 holdithe
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 seamsshou|d,!be 6-
inches and staggered not
'inchesandstaQQerednut 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 Centeri sheet
over valley or ridge. Drape and press sheet into place, working from the center of the va||ev or ridge in
each direction. For valleys,apply the sheet starting at the lowest point and work upward.
6.3.3 Tile Applications(Tn-Built S/&HTTUUoder|avmenton|v):
Reference is made to FRS/VTR' April 2012 (04'12) Installation Manual and Table 1 herein, using the
instructions noted above as a guideline.
Forfoam'onti|eapp|icadons,referenceismadetoSection5.6.4hereinforwindresistanceUmitationsthat
fall outside the scope cfFRSu/TR1April 2812(B4'12).
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, LIC published requirements foIr tile
staging.
7. BuiwiNi PERMIT REQUIREMENTS:
As required by�he BuUdin� OfUda| or�u�hohty Ha�nB�uhsdicbon in onjerto prnper� eva|umte the ins�/Uot n of
this product.
8. MANUFACTURING PLANTS:
Gulfport,MS
9. QUALITY ASSURANCE ENTITY:
UL, LL[—[lUA9h25;(314)578'3406;k.chancellor@us.ul.com |
'END OpEVALUATION REPORT
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Exterior Research and DesignLLC. Evaluation Report A429e010.12n6
Certificate of Authorization#9S03 6Th EDITION(2o17)FRC momxvxzEVALUATION
TRI-RUILT Roounaenavments;(800)516-1*85 Revision 6:09/251/12017
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