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Product Apnroval Menu>Product or Applicatlon Search>Application Ust>Application Detail RECEIVED
FL# FL16048-R6 A ,�
-" Application Type Revision
Code Version 2017
Application Status Approved ST r kw o4 QQwnty, Permittln�
Comments
Archived
Product Manufacturer TH-Bullt Materials Group,LLC
Address/Phone/Email PO Box 70
Rutherford,NJ 07070
(800)516-1485
david.ruiz@tribulltmg.com ��-
Authorized Signature David Ruiz
david.ruiz@tribuiltmg.com ?�
t li-1 I�
Technical Representative David Ruiz \/,n
Address/Phone/Email 250 Route 17 North v
East Rutherford,NJ 07073 11110
(201)842-2449
david.raiz@tribuiltmaterialsgroup.cofft� �®
Quality Assurance Representative r.�+c� �� ®�
Address/Phone/Email 00
o a
Category Roofing
Subcategory Underlayments
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida.
Professional Engineer
f; Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Robert Nleminen
Evaluation Report
Florida License PE-59166
Quality Assuiance Entity UL LLC
Quality Assurance Contract Expiration Date 07/18/2020
Validated By John W. Knezevich,PE
Validation Checklist-Hardcopy Received
Certificate of Independence FL16048 -116 COI,2017 01 COI Nieminnn pdf
Referenced Standard and Year(of Standard) Standard Year
ASTM D1970 2015
ASTM G155 2005
FM 4474 2011
FRSA/TRI April 2012(04-12) 2012
UL 1897 2012
Equivalence of Product Standards
Certified By
hfps://floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtFPmdYINDWrwipmtAnR8jv9 'YHTk4FLCxcgVtRhfvMwa/a3da/aid 112
.10/30/2019 Florida Building Code Online
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 09/25/2017
Date Validated 10/01/2017
Date Pending FBC Approval 10/03/2017
Date Approved 12/12/2017
Summar�of Products
FL# Model,Number or Name ! Description
16048.1 TRI-BUILT Roof Underiayments Self-adhering,modified bitumen roof underlayments
units of Use, Installation Instructions
Approved for use in HVHZ. No FL16648 R5:11-2017-09-FINAL ER TRI-
i Approved for use outside HVHZ:Yes BUILT•'UNDERLAYMENTS FL16U48-R6&f
Impaet Resistant:N/A 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 of Evaluation Reports.
;foam-on the systems overtop the self-adhering underlayment ,FL16048 R6 AE 2017 09 FINAL ER TRI-
for one particular application.See ER Section 5.6.4 for details. BUILT UNDERLAYMENTS FL16048-".Odf
2.)Refer to ER Section 5 for other Limits of Use. -Created by Independent Third Party:Yes
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.Contact ::2601 Blair Stone Roaasalla(assee FL 32399.Ph9ne:850-487-1824•.
The State of Florida Is an AA/EEO employer.Cogyrfg t 2002- 013-cfar*-of cl„ride ::pi{vacv Statement::Agessiblllty Statement::Refund Statement
Under Florida law,email 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
mall to this entity.Instead,contact the office by phone or by.traditional mall.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 emalls
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.avaliable to the public.To determine if you are a licensee under chapter 455,FS.,please click here.
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https://floddabuilding.org/prlpr_app dtl.aspx?param=wGEVXQWtDgtFPmdYiNDWrwipmtAnRBjv9F[YHTk4FLCxcgVtRhfvmw%3d%3d 212
- EXTERIOR RESEARCH&DESIGN,LLC.
Certificate of Authorization#9503
•'`ti., 353 CHRISTIAN STREET,UNIT
TR'N'�
ERD OXFORD,CT 06478
l (203)262-9245
EVALUATION-REPORT - =
_ --- --
TRI-BUILT Materials Group,LLC Evaluation itepoit A4296010.12-R6
PO Box 70 F1.16048-116
Rutherford,NJ 07070 Date of issuance:10/25/2012
(800)516-1485 Revision 6: 09/25/2017
SCOPE:
This Evaluation Report is issued under Rule 61620-3 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 6`h Edition (2017) Florida Building Code
sections 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. 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.
This Evaluation Report consists of pages 1 through 6.
Prepared by:
- - 'L:�;,,,,,.-19..541?+!-ig"•'
h: y ty
iY• • SCi1!L �• j -
Robert J.M.Nieminen,P.E. a��rs••'- i -+
';1fu+i++r+,+`+h,' The facstmiteseat appearing was authdrtzedbyRobertNieminen,
Florida Registration No.59156,Florida DCAANE1983 P.E.on 09/25/2017.This does not serve asanelectronically signed
document
CERTIFICATION OF INDEPENDENCE:
1. Trinity IERD 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 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.
S. This is a building code evaluation. Neither Trinity[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.
r. .
,, TRINITY I ERD
ROOFING COMPONENT EVALUATION:
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&e'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 Property Standard Year
1504.3.1 Wind Resistance FM 4474 2011
1504.3.1 Wind Uplift UL1897 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 540540.11.13 11/19/2013
ERD(TST6049) Physical Properties 540540.03.14 03/26/2014
ERD(TST6049) Physical Properties S44870.04.14-2 04/0212014
ERD(TST6049) Physical Properties 544870.04.14-3 04/02/2014
ERD(TST6049) Physical Properties 544870.04.141 04/10/2014
ERD(TST6049) Physical Properties 544870.04.14-4 04/10/2014-
ERD
4/10/2014ERD(TST6049) Physical Properties S43530.02.14-1-R1 05/14/2014
ERD(TST6049) Physical Properties 543530.05.14 05/28/2014
ERD(TST6049) Physical Properties 540540.10.14 10/31/2014
ERD(TST6049) Physical Properties SC7645.02.15 02/13/2015
ERD(TST6049) Accelerated Weathering SC8520.04.15 05/27/2015
ERD(TST6049) Wind Resistance SC14045.05.17-R1 06/07/2017
UL,LLC.(QUA9625) Quality Control Multiple-Listing R16814 12/10/2015
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, SBS
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
modified bitumen roof underlayment;meets ASTM D1970.
S. LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinity(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.
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,U.C. Evaluation Report A42960.10.12-R6
Certificate of Authorization 119503 6n EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09125/2D17
Page 2 of 6
i
tPUNI-fYIERD
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 Allowable2oof Covers:
ilwlraltv'4�11'174'tl A*ff'
kwr.",COVFR A,
_4j tf�:
Wood Shakes
Underlayment Asphalt Nall-On Tile Foam-On rile Metal Slate
Shingles &Shingles
Tri-Built Snd-R SA Shingle
UnderlaymentYes No No No Yes Yes
..Tri-Built S/A HTTU` YesYes Yes Yes Yes Yes,
Underlayment See 5.5.1
111,Tri-Built Smooth HT S/A Yes No No Yes Yes Yes
Underlayment
41
5.5.1 "Foam-On 1-fle"Is limited to use of the following Approved the adhesives underlayment combinations.
D NATI
Uem I&ALLOWMLE TILE AbHifilvg N ERLAVIVIENT'1COM61 dNe is
Adhesive
Florida Product Approval- Underl4yments 7
ICP Adhesives Poljieii AH-kqq, FL6332 Tri-Built S/A HTTU Underlayment
-Dow TifeBondlm FL22525 Tri-BuIIWA HTILUnderlayment
5.6 Allowable Substrates-:
5.6.1 Direct-Bond to Deck:
Tri-Bullt Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlaynient or Trl-Bullt 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 the 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.
Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
Exterior Research and Design,LLC. Evaluation Report A42960.10.12A6
Certificate of Authorization#9503 EDITION(2017)FRC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments;(800)516-2485 Revision 6:09/25/2017
Page 3 of 6
^ `
Q- ,,' O
' 8 kINITYJERD
5.6.3
--Tri-BuiltSand-IR SA ShimgVeundedmymmnt,Tri-BmXlt S/A HT TU UnderlaymemmmrTri-Bulk Smooth HTSA
Umdemlaynmenxapplied to:
> ASTM D226,Type)mr|\felt.
For installations under mechanically attached prepared roof coverings, base layer shall be attached per
minimum codified requ{tememto. For installations under foam-on tile systems (Tri-Built S/A HT TU
Umderlmymment on|y),base layer shall beattached per minimum requirements oyFIRSA/TNI April 2012(04-
22).
5.64 SA/TRI April 2012 (04-12)
does not address wind uplift resistance a I underlayment sysi�ms eneath 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 FRSAjtRI 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 FOC 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-
Min.'15/91-i nch-�Iywood to meet project requirements to satisfaction of Authority
Having Jurisdiction.
Primer: (Opdona|)ASTM n4lorRESISTOEXTERIOR PRIMER
Undadaynent: Tri-Built S/VkHTT0Underlmymmm* self-ad hemd.
#2
MaxImumL2DeWs1'-n Pressure=-67.5 vs
Deck:
� Structuralcnncretetmmeetpn� ��
en�o}meme�stosods�ut�ncf Authority Having
Jurisdiction.
Primer: SopenhaEbstoco6OOc
Undmdayment: Td-SuNt S/A HT TU Undedoyment,self-adhered.
#3 � Pressure -150.0�
Deck: - - ' kxin. 1 k-inchAPA'rated 8CX plywood (may beinstalled C-yideup) tnmeet project
requirements tosatisfaction ofAuthority Having Jurisdiction.
Deck shall be thoroughly cleaned to remove dust and debris that may inhibithib�
adhesion' AU sheathing fasteners ohmU be driven flush with the surface. All sharp
splinters and wood projections shall beremoxed/sznded.
Primer: (OptiunaURESiSnO EXTERIOR PRIMER
Undedaymant: Tri-Built SQ\ HT TU WmderiaVment, self-adhered, shall bethoroughly roll using hand
roller and/or weighted roller to ensure there are no voids, and ensure there are no
voids/bridging atside and end'!aps-
#4
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(F8[1S17'5'J)spaced G'inoho.u'atthe 4-inuhlaps and 6-|ncho.c.inthree,
equally spaced ro��inthe center ofthe shee�
Un6edayment: Th-Bm/� �\
� NT ' Wndedmynuentse|f-udhened.
Exterior Reseamuand Design,LLC, evaluation Renv���00.10.12-ns
Certificate nfAummwzatiommysus o=EDITION( )F8C NON-HVHZamuAr/Om p1.16048-116
TRI-BUILT Roof unawwaxm,nts;(800)516-2485 Revision e'uy/25/m17
Page 4nrs
'��:.' TRINhY 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 WDi, 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,Slip_aaee Limitations'(TA5101 er FRSA/TRI April 2012104-124:
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,WiTALLATIONS
Underlayment Tile Profile Staging Method Maximum'
Slope
Flat ,Max.10-tile stack 6:12
Lugged. Max.10-tile stack - 5:12
--
Max:to-tile stack(bottom 2-tile stack
shall be inverted,followed by 8 tiles high 6:12
on slope,as shown below)
j 11
Tri-Built S/A HT TU
Underlayment 1
Lugged
Ij
I
f
- AI
Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-R6
Certificate ofAuthori:ation#9503 6'"EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017
Page 5 of 6
TRINITY I 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 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 Shinkle Unde_rlayment,.Tri-Built VA HT TU Underlavment or Tri-Bulk-Smooth HT SIA
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 c.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.
5.3.3 .Tile Abdications"(Tri-Built S/A HT TU Underlavment onlvii
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.
8. MANUFACTURING PLANTS:
Gulfport,MS
9. QUALITY ASSURANCE ENTITY:
UL, LLC—QUA9625;(314)578-3406;k.chancellor@us.ul.com
END OF EVALUATION REPORT-
Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-R6
Certificate of Authorization#9503 6n'EDITION(2017)FBC NON-HVHZ EVALUATION FL16049-R6
TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017
Page 6 of 6