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''• FL# FL16048-R6
Application Type Revision
Code Version 2017
Application Status Approved RE
Comments
Archived CJ
Product Manufacturer Tri-Built Materials Group,LLC
Address/Phone/Email PO x 70
Rutherford,d,NJ 07070 REVIEWED FOR
516-1485
david CODE COMPLIANCE
david.ruin@tribuiltmg.com �j a dna �a
Authorized Signature David Ruiz ST. LU�,,,,rIE COUNTY
david.ruiz@tribuiltmg.com BOCC
Technical Representative David Ruiz
Address/Phone/Email 250 Route 17 North
East Rutherford,NJ 07073
(201)842-2449
david.ruiz@tribuiltmateriaisgroup.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
iJ Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Robert Nieminen
the EvaluationReport
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 07/18/2020
Validated By John W.Knezevich,PE
�6 Validation Checklist-Hardcopy Received
Certificate of Independence FL16048 R6 COI 2017 01 COI Nieminen.odf
Referenced Standard and Year(of Standard) Standard Year
ASTM D1970 2015
ASTM G155 2005
FM 4474 2011 }
FRSA/TRI April 2012(04-12) 2012 I{{
UL 1897 2012
1
Equivalence of Product Standards
Certified By
Sections from the Code }t
{
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https://www.floridabuilding.org/pr/pr app_dtl.aspx.param=wGEVXQwtDgtFPmdYiND... 1/12/2018
Florida Building Code Online Page 2 of 2
Product Approval Method Method I Option D
Date Submitted 09/25/2017
Date Validated 10/01/2017
Date Pending FBC Approval 10/0312017
Date Approved 12/12/2017
Summary of Products
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 FL16048 R6 11 2017 09 FINAL ER TRI-
Approved for use outside HVHZ:Yes BUILT UNDERLAYMENTS Fl-16048-R6.nd
Impact Resistant:N/A verified By:Robert Nierninen 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 R6 AE 2017 09 FINAL ER TRI-
underlayment for one particular application.See ER Section BUILT UNDERLAYMENTS FL16048-R6.1)d
5.6.4 for details.2.)Refer to ER Section 5 for other Umits of Created by Independent Third Party:Yes
Use.
Sacsc Next
Contact U ::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AAJEE0 employer,Copyright 2007-2013 State of Florida.::Privacy statement::Accessibility 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 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 455275(l),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 offical 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 are a licensee under
Chapter 455,F.S.,please click her_.
Product Approval Accepts:
Credit Card
Safe
https://www.flo-n'dabuilding.org/pr/pr�-app__4tl.aspx?param=wGEVXQwtDqtFPmdYiND... 1/1212018
EXTERIOR RESEARCH&DESIGN,�C.
Certificate oyAuthorization#9803
3�3CHRAN5TREE�uNh #1S\`~jTP0NrY\ERD OXFORD,[TOG4��
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(203)262-9245
EVALUATION REPORT
TRI-BUILT Materials Group,LLC Evaluation Report A42960.10.12-R6
PO8ux.7U FL16048-B6
Rutherford,NJ 07070 Date mfIssuance:1o/25/2012
(800)516-1495 Revision 6: 09/25/2017
Smope:
This Evaluation Report is issued under Rule 61G28-3 and the applicable rules and regulations governing the use of
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construction materials|nthe State ofFlorida.The documentation submitted has been re�ewedbyRobert Nieminen,
P.E. for use'pfthe product under the Florida Building [ode and Florida Building Code, Residential Volume. The
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products described herein have been evaluated for comp8ancevv�h the . Edition (20V) Florida Building Code
sections noted herein.
DESCRIPTION: TRI'8NiKTRoof 0mdeHaynments
LoucumG: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
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herein.
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CONTINUEDCoxo;L/xmca:ThisEva|uadonReportisvaDdun�|suoh�measthenamedproducLh) chan0e�thereferenced
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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 Niem\nen, P.E. if the product
changes orthe referenced Quality Assurance documentation changes. Trinity\ERDrequires ocomplete review ofthis
Evaluation Report relative toupdated Code requirements with each Code Cycle.
AovemzosxoeNT:TheEva|uadonKepmrtnumberpmecededbythexxords "TrnityIERDEva\uated" mayhedisp|ayedin
advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety.
� |wupECTmm:Uponrequest,acupyofthisenbreEva(uaUpnReportsha|| beproxidedtotheuserbythemanufacturernr
its distributors and shall be available for inspection at the job site atthe request of the Building Official.
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This Evaluation Report consists ofpages 1through 6.
Prepared by:
Robert J,M.0ieminen,P.E. ��rnfle seal appearing was authorized by Robert Nienni=
Florida Registration No.59u66,Florida oQ4 AxE1983 ^==n9/25/2oo.This does not serve as="w=ro"ica/*signed
document
CsnnnmnowO»INDEPENDENCE:
1. Thn|ty|ER' does not have, nor does uIntend tv acquire qrwiU it acquire, n financial interest in any company manufacturing or
distributing products it evaluates.
� z. Trinity I ERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates.
x. 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. Robertmienn\nen,p.E�doesnnt have,nor v�U acquire,a financial interest in any other entity involved in the approval process of the
' product.
� 5. This i,obuilding code evaluation. Neither Trinity|Enonor Robert wieminen, P.s.are,many way,the Designer ofRecord for any
project onwhich this Evaluation Report,urprevious versions thereof,is/was vsedfnrpemnittingordes|ongmdanceun|ess,etomed
specifically for that purpose.
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ROOFING COMPONENT EVALUATION'
SCOPE:
Product Category: Roofing
Sub-Category: Undedaymeot
Compliance Statement: TRI-BUILT Roof as produced byTRF8UILT Materials Group, LLC, have
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demonstratedcomp|ioncew|ththefoUmwinOsec8unonfthe(�mEdiNwu(2017)F|oridaBuUding Code through testing
inaccordance with the following Standards. Compliance issubject tbthe Installation Requirements and Limitations
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Conditions ofUse set forth herein.
2' SnwumAmom:
Section property Standard Year
1504.3.1 Wind Resistance FM 4474 7011
. 1504.11 Wind Uplift UL1897 2012
1504.6 Accelerated Weathering xsTKxG155 2005
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1507.2.4/.1507.1.1,1507.2.9.2 Physical Properties ASTM D197o 2015
1507.33 Physical Properties pn54/Tn|April Zo1z.<oo-zq 2012
3' RcFseswCcs:
Entity Examination Reference Date
Eno > Physical Properties 5405 40-OZ.1+z 02y19/2013
sno(TS[ 049) Physical Properties 540540.11.13 11/19/2013
ERo(TSJ6nu9) Physical Properties s40540.03.I4 03/26/2014
ERo(TSTmm9) Physical Properties S44870.04.14-2 04/02/2014
cno[TSTGnu9) Physical Properties 344870.04.14-3 04/02/2014
snD(T5TGn49) Physical Properties S44870.04.14'1 04/10/2014
cno(TSTsno9} Physical Properties 544870.04.14-4 04/1O/2014
[Ro(TST6049) Physical Properties S43530.02.14-1-111 05/14/2014
EKo(TST6O49) Physical Properties S43530`05'14 05/28/2014
!
Eno(TST6O49) Physical Properties s40540.10.14 10/31/2014
ERo(TST6OuB) Physical Properties sc7645o2.15 02/13/2015
� cno(nSTGnu8) Accelerated Weathering sc8520z4.15 05/.27/2015
[Ko(TST6o49) Wind Resistance sC14045.05.17-n1 06/07/2017
' UL,LLc.<QVA9*25> Quality Control xxv|tip\eUst|ngn16uz4 12/10/2015
U�U.c (QV^9625) Quality Control Service Confirmation Exp.07/18/2020
4' PRODUCT DESCRIPTION:
' 4.1 Tri-Built Sand'N B4 Shingle Undodmymeot is a self-adhering, glass-mat reinforced, sand'surfaced SBS
modified bitumen roof underlayment,with a 36-inch sheet width;meets ASTIVI D1970.
4.2 Tri-Built SyA HT TU Under|ayment isose|f-adhehog. non-woven polyester fabric surfaced, S135 modified
bitumen roof undedayment;meets ASTM D1970and FRS4/T0April 2OI2.
4.3 Tri-ouOt Smooth HT S�\ Under|ayment is a self-adhering, glass-mat reinforced, film-surfaced, SBS
modified bitumen roof undedeyment;meets ASTM D1Q7U.
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S. L|Dxnvn`omS:
5.1 This is o building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the
Designer ufRecord for any project on which this Evaluation Report, n,previous versions thereof, is/was
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used for permitting or design guidance unless retained specifically for that purpose.
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5.2 This Evaluation Report isnot for use inF8CHVHZjurisdictions.
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5.3 Fine Classification is not port of this Evaluation Report; refer to current Approved Roofing Materials
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Directory for fire ratings nfthis product.
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TSRINRY j ERa
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.COVERAPTIONS
Underlayment Asphalt Nail-On Tile Foam-Cin Tile Metal Wood Shakes Slate
Shingles &Shingles
Tri-Built Sand-R SA Shingle Yes No No No Yes Yes
Underlayment
Tri-Built S/A HT TU Yes
Underlayment Yes Yes See 5.5.1 Yes Yes Yes
Tr-Underlayment
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.
TABLE 1A:ALLOWABLE TILEADHESIVE/_LINDERLAYMENT CONIB[NATIONS2
Adhesive Florida Product Approval Underlayments
ICP Adhesives PolysW AH-164 FL6332 Tri-Built S/A HT TU Underlayment
Dow TileBondTM FL22525 Tri-Built S/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
recommendspriming the deck if the final roof cover is riot 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:
'l ?•. ➢ Dens Deck Prime;SECU ROCK Gypsum-Fiber Roof Board.
t 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 file 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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1 Refer to Tile Manufacturers or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
Exterior Research and Design,LLC. Evaluation Report A42960.10.12-R6
Certificate of Authorization#9503 6'EDITION(2017)FSC NON-HVHZ EVALUATION FL16048-116
TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017
Page 3 of 6
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5.63 Bond to Mechanically Attached Base Laver:
Tri-Built Sand-NSA Shingle Underlayment,Tri-Built S/A0rTUUnderlayment orTri-Built Smooth HTS/A
Un6nrlaymentapplied to:
> ASTM DI2GType|or|!felt.
For installations under mechanically attached prepared roof coverings, baso layer shall be attached per
minimum codified requirements. For installations under foam-on tile S/A HT TU
Underlayment only),base layer shall be attached per minimum requirements of FRSA/TRI April 2012(04-
12).
5.6.4 FRSA/TmYApril 2012 (04-12)
does not address wind uplift resistance of all underlayment systems beneath foam-on tile systems,where
the umdedaymantforms part ofthe|oad-path. The following wind uplift limitations apply todirect-deck
undedoymentsystems that are not addressed inFRS/4TH/April 2O12(04'12)and are used infoam-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 (the 2t 1 margin of safety
per FBC 15a49has already been appUed)' Refer toPRS//TR\April Z0z2(l4-12)'Appendix 4°Table 1Aor
pRC 1609for determination ofdesign wind pressures.
#1
Deck: yNin' 15/32-inch plywood to meat project requirements to satisfaction of Authority
Having Jurisdiction.
Primer: (Optiona|)ASTM D41orRES/3TOEXTERIOR PRIMER
Undedayment: Tri-Built S/\HTTUOndedaVment,se|f-adhmred.
#1
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Primer 3opremoE\ostoco\GO0c
Under|ayment: Tri-Built S/Y\HTTWWode«|oyrmentse|f-adhered.
#3 Maximum Design Pressure=-150.0 psf:
Deck: K8|u' 15/32'inchAPA,mted 8CXpkmvood (may beinstalled Eoide up) tomeet project
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requirements tusatisfaction ofAuthority Having Jurisdiction.
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Deck Preparation: Plywood shall be thoroughly cleaned to remove dust and debris that may inhibit
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adhesion. All sheathing fasteners shall be driven flush with the surface. All sharp
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splinters and wood projections shall beremoved/sanded.
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Primer: (Opdona|)nE3|SRO EXTERIOR PRIMER
' Undedayment: Tri-Built S/A HT TU Wnder|aynment, self-adhered' shall bethoroughly roll using hand
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roller and/or weighted roller to ensure there are no voids, and ensure there are no
voids/bridging otside and end-laps.
� #4 Maximum Design Pressure=-60.0 Psf
� Deck: Min. 19/32-inch plywood no meet project requirements to satisfaction of Authority
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Having Jurisdiction.
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Base Sheet, Soprema Sopra-G or Modified Sopra-G mechanically attached with nails(FBC 1517.5.1)
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and tin caps(FBC 1517.5.2)spaced 6-inch D.C.at the 4-inch laps and 6-Inch o.c.in three,
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equally spaced rows inthe center ofthe sheet.
Undedaymont: Tri-Built S/\MTTuWnderiayment,se|f-adhered.
Exterior Research and Design,LLC. s�ovmmvnnrvu�w�yso��1�ua
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� 5.6.4.1 For mechanically attached Base Sheet,the maximum design pressure for the selected assembly shall meet
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orexceed that required under FRSPvHM0 April 2012(04-%2),Appendix A~Table lA.
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Alternatively,the maximum design pressure for the selected assembly shall meet or exceed the Zone l
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design pressure determined in accordance with F8C 1609, |nthis Case, Zones Z and shall employ an
| attachment density designed by a qualified design professional to resist the elevated pressure criteria.
Commonly used methods are ANSI/SPR} VVDi, F80 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.
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5.7 Exposure Limitations:
i Tri-Bolt Send-8 S&Shingle Underlaymeot urTrii'BuUt Smooth HT S/A UndeHayment shall not be |dt
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exposed for longer than 30-doysafter installation
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Tri'Qmlt S/A HT TU Underlayment shall not be left exposed for longer than 180-days after installation.
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5.8 Tile
Slippage Limitations
VVhen|oadihQvoofti|esontheundedaymentindirect-deoktiieasoemb|ies,themsximumrunfdopeshal|
beasfoUows.. These slope limitations can only be exceeded by using battens during loading of the roof
tiks'
tm�E-1- TILE SLIPPAGE LIMITATIONS FOR,DJRECt7 ECK TILE INSTAUATIONS
MaximumSlope' Underlayment Tile Profile Staging,Method
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)Tri-Built S/A HT TU Underlayment Lugged/
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Exterior Research and Design,LLC. Evaluation Report A42960.10.12-R6
Certificate of Authorization A9503 (ff EDITION(oo1rsomom*v*zemuuonom Fu60*8-R6
TRI-BUILT Roof unue*avments;Nmmsza-14us Revision 6:09125/2017
Page sofo
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QOTRINITYIERD
6. INSTALLATION:
� 61 TRI-BUILT Roof Qnderlayuaemts 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 T6aBullt Sand-111 SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
� UDder2ayUrient:
� 6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 undedaymentin FBCTeb|e
1507,1'1for the type nfprepared roof cnxedng1obeinstalled.
6.3.2 Non-'rile applications:
While,priming isoptional,TRI-BUILT Materials Group,LLC recommends priming the deck ifthe final roof
cover|snot slated for installation within 24hours.
Apply sheet parallel tuthe roof edge. Roll out appnoAmately1Uftofmembrane and peel back the first 3
ftofrelease film.
,
Adhere the exposed part to the substrate and unroll the remaining membrane as far as posS ib e
Once the entire length of membrane is in place, pae|'offthe release 0m diagonally while holding the
membrane tight, Firmly roll,broom orhand-press the membrane into place tnachieve abond.
Horizontal seams should be minimum 3-inche4 configured to shed water. Vertical seams should be 6-
inches and staggered not less than 2-ft from vertical
-inchesandsta0gerednot|essthanZ-fthnmvertical seams inthe course below,sealed inaccordance with
TRI-BUILT Materials Group,LLC requirements.
When installing atslopes above 8:12, TRI-BUILT &0oterim|sGroup, LLC recommends back-nailing hthe
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overlap area otthe top ofthe sheet atz2inchn.c.
For Valleys and Ridges: Cut underlayment into 4 to 6 foot lengths.Peel the release paper and center sheet
over valley nrridge. Drape and press sheet into place, working from the'cen1erofthe valley orridge in
each direction. For valleys,apply the sheet starting atthe lowest point and work upward.
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6�. .3 'rile Applications(Tri-Built S/A HT TU Underlayment only):
�
Reference is made u» FmS4fTR| April 2012 (04-12) Installation Manual an
instructions
� herein, using the
( instrucbonxnoted above asaguideline.
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For foam-on tile applications,reference iamade toSection 5'6.4herein for wind resistance limitations that
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fall outside the scope ofFRSA/TR|April 2D12(04'12).
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Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the
undedayment. See Table 2 herein, and TRI-BUILT Materials Group, LLC published requirements for tile
maSing.
7' BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this pro-duct.
1' K0AmuFxcrummsPLAmTs:
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Gulfport,MS
� 9' QUALITY ASSURANCE ENTITY:
�
UL,LLC-—ONA96aS|(314)57B-34O6;k.chanoeUor@usuLcum
'END opEVALUATION REPORT-
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Exterior Research and Design,uc Evaluation Report o4000u1o.12-xo
cer#ficote«yAmmvrkmm"n*esu3 oT"EDITION(2o17)FBCmom-HxxzcvnLuxnum pu608-116
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TRI-BUILT Roof u"uemawne"ts,(800)516-1485 Revision 6:09/25/2017
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