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FL# FL16048-R6 RECEIVED
Application Type Revision
Code Version 2017 r AUG 14 2019
Application Status Approved
cie County,Permitting
Comments
Archived I—J
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Product Manufacturer Tri-Built Materials Group,LLCIq
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Address/Phone/Email Pfd Box 70
Rutherford,NJ 07070 CODE COMPLIANCE
(800)516-1485
davld.ruin@tribuiltmg.com ST y /'a p COU p
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.rulz@tribuilttriaterialsgroup.com
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Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Underlayments
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Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
i Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Robert Nieminen
the Evaluation Report
Y
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 07/18/2020
Validated By John W.Knezevich,PE
Validation Checklist-Hardcopy Received
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Certificate of Independence FL16048 R6 C01 2017 01 COI Nieminen.odf
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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 i
Sections from the Code
bttps://www.floridabuilding.orgtpr/pr app_dtl.aspx?param=wGEVXQwtDgtFPmdYiND... 1/12/2018
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Florida Building Code Online Page 2 of 2
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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
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 useinHVHZ:No FL16048 R6 II 2017 09 FINAL ER TRI-
Approved for use outside HVHZ:Yes BUILT UNDERLAYMENTS FL16048-R6.odf
Impact Resistant:N/A Verified 8y:Robert Nieminen PE-59166
Design Piressurei+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.Ddf
5,6.4 for details.2.)Refer to ER Section 5 for other Limits of Created by Independent Third Party:Yes
Use.
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Contact Us::260:Blair Stone Road Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AAJEEO employer.Copyright 2007-2013 State of Florida.::Privacy Statemens::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 mall.If you have any questions,please contact 850.487.1395.*Pursuant to
Section 455.275(I),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 an be made available to the public.To deterndne if you are a licensee under
Chapter 455,F.S.,please dick her .
Product Approval Accepts:
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httPs://Www.flon-dabuildin .or / r/P%aPP_dtl.�Px? aram=wGEVX wtDqtFPmdYiND... 1/12/2018
| EXTERIOR RESEARCk&DB@GN,
Certificate of AuMmization 6503
� --- 353CHRISTIAN STREET,U0|T#1]
Ts4lIN�0TY IERD
OXFORD,CT 06 1 478
(3O3)262-4245
EVALUATION REPORT
TRI-BUILT Materials Group,LLC Evaluation-Report A42960.10.12-R6
PO Box 70 FL16048-R6
Rutherford,NJ 07070 Date of Issuance:10/25/�012
(800)516-1485 Revision 6:'09/25/1 1 017
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SCOPE: .
This Evaluation Report is issued under Role 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 RobertN| i
P.E. for use'ufthe product under the Florida Building Code and Florida Building [ode, Residential Vh|ume, The
products described herein have been evaluated for compliance vitth the <�^ Edition (2017) Florida Building Code
sections noted herein. �
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CESCR/PTIom: T0'BU|LT Roof0odedaymerts |
Lxosums: Labeling shall.be in accordance with the requirements the Accredited Quality Assurance /gency noted
herein
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CONTINUED CompuxmcE6This Evaluation Report isvalid until such time osthe namedbroduct(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 orthe refeventedQuality Assurance documentation changes. Trinity lERDrequires acomplete review ofthis
Evaluation Report relative to updated Code requirements with each Code Cycle.
&oxcnnScxxEmT:TheEvm|uationRepurtnumbcrpnecededbythexvords "Trn0y\ERDEvaluated" be displayed in
advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety.
Imspernom:UponrequestucopyofthbmntircEva)uaUonReportshoUbeproxdedtotheuserbythenoanufacturerpr
its distributors and shall be available for inspection at the job site at the request of the Building Official;
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This Evaluation Report consists ofpages 1through 6. �
Prepared by:
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Robert J.M.Nieminnym P.E.
Florida Registration�������� r —'' ��������==���
document
CsmmcA-nowopINDEPENDENCE:
z. Trinity[ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturingor
distributing products itevaluates. |
� z. Trinity I ERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates.
a. nobertNi=minen'P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing nnndvctsfor
which the evaluation reports are being issued.
| � 4. Robert mieminen,p.s.does not have,nor will acquire,afinancial interest inany other entity involved inthe approval process n8the
product. |
s. This isv building code ievaluation. Neither Trinhv|Eno nor Robert rmeminen P.E.are,in any way,the Designer oyRecord fov
lany
project o"which this on Report,or previous versions thereof,is/was used for permitting or design-guidance unless retained
specifically fprthatpurpose. |
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R=N" Y E�D
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| RompmG COMPONENT
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1. SCOPE:
Product Roofing
Undajayment �
Compliance Statement: TRI-BUILT Roof Undmrlaymmnts' as produced byTU'BU!LT Materials Group, LLC, have
demonstrated compliance with the following sections of the eh Edition(2017)Florida Building Code throughtesg
� inaccordance w�hthe fnUmmin§8ando�b, [ompkunceiusub\�ttothe|n�aUaUpn�Requireme�sand Um�addns/
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Conditions ofUse set forth herein.
2' SoummAeoy:
| Section Property Standard Year
1504�.1 Wind Resistance FM 4474 2011 |
� 15043.1 Wind Uplift UL 1897 2012
| 1504.6 Accelerated Weathering ASTM G155 2005 /
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/ . zS07�.4/15071.1,1507.2.9.2 Physical Properties ASTM n197n 2015
1507.3.3� Physical Properties FRSA/Tn|April zV1z(U«a3) 2012
I Rspsncmccs;
E�aminatign Reference Date
sno(TST6o49) Physical Properties s40540.02.13-1 02/19/2013 '
ERo(TsTGn49) Physical Properties B40540.11.13 11/19/2013
ERo(TST6Vog) Physical Properties 540540.03.14 03/26/3014 '
EKoUST6U4g> Physical Properties 544870.04.14-2 04/02/2014
Eno(TSn60u9) Physical Properties s44870.04.14-3 04/02/2014
sno(TsTGo49) Physical Properties s44810.04.14-1 04/10/2814
eno(TsT6n49) Physical Properties s44870z4.14'4 04/i0/2014 /
Emo(TST600g) Physical Properties s43530.02.1++RI 05/14/2014
ERo(TST6O4;) Physical Properties S43530.05.14 05/28/2014 /
. [no(TsT6o49) Physical Properties s40540.10.14 10/31/2014
� ERo(TSTGo49) Physical Properties s[7e45.0I.15 02/13/2615 �
' [no(TSn60wU Accelerated Weathering sC8520.04.15 �
Eno(TST6o4g) Wind Resistance sC14045.05.17-nl 06D7/2017
| UL,LLC.(QVAss2s) Quality Control xxultip|eUmingR1aoz4 12/10/2015
�
UL,�I.C.(qUA9«25) Quality Control Service Confirmation Exp.07/18/2020 |
4' PRODUCT DESCRIPTION:
/ 4l T�'�ui� �and�� �A �h�nQie Vnder|a9m�n� /� a xe|�adhehn glass-mat reinforced, sand-surfaced, S85
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modified bitumen roof underlayment,with a 3&inch sheet width;meets ASTM D1970.
4.2 Tri-Built S/AHTTWUndmdmymemtisase|f-adbering' nnn'wmxenpu(yeaterfabhcsudaced' SD5modified
bitumen roof undedaymen%meets ASTM D197Uand FR5A/TR|April 2012.
4.3 Tri-Built Smmodth HT S/A Umderlaymemm is a self-adhering, glass-mat reinforced, film-surfaced, SEIS
modified bitumen roof un6edaymeotmeets AMD1970. |
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S. LIMITATIONS:
5.1 This is u building code evaluation. Neither Trinity|ERD nor Robert Nieminen, P.E. are, in any way, the
' DesignerofRecondforanypnojectonvvhichthisEva|uotionReport, Vrprexnusveoionstheneut /s/vvas
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used for permitting prdesign guidance unless retained apec0ca|lyforthatpurpose. .
' 5.2 This Evaluation Report isnot for use inFBCHVMZjurisdictions.
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5.3 Fire Ualsai8catun is not part of this Evaluation Report; refer to current Approved Rou§nQ Materials
Directory for fire ratings ofthis product.
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Exterior Research and Design,LLC. Evaluation Rep v�xozo60.ou12 xo
' urdficptevyAuthvummmwmsus omEDITION(znurmcwum'*vozEVALUATION
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TRI-BUILT Roof u,aeruwnemts;(ooNs16-14a- Revision 6:09/25/2917
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TRINITY 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.
55 Allowable Roof Covers:
%= TABLE IC ROOF COVER'.OPTIONS' .:•.
Asphalt Y Wood Shakes
Underlayrnent Shingles Nail-On Tile Foam-On Tile Metal &Shingles State;
Tri-Built Sand-R SA Shingle
Yes Na No No Yes Yes
Underlayment
Tri-Built S/A HT TU Yes
Underlayment Yes Yes Yes Yes Yes
See 5.5:1
Tri-Built Smooth HTJA Yes No No Yes Yes Yes
Underlayment
5.5.1 "Foam-0'n Tile"is limited to use of the following Approved the adhesives/underlayment combinations:
TABLE-_1A.-ALLOWABLE TILE-ADHESIVE/.LINDERLAYMENT COMBINA11ONS
Adhesive Florida Product Approval Underlayments
ICP Adhesives Polyset°AH-160 FL6332 Tri-Built S/A HT TU Underlayment
Dow TileBond' 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
Underlaymerit 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 tiles stems Tri-Built S A HT TU Underlayment on!
y ( / y y), insulation attachment shall Ibe
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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s Refer to Tile Manufacturers or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
Exterior Research and Design,U.C. Evaluation Report A42960.10.12-R6
Certificate of Authorization#9503 6r"EDITION(2017)FBC NON-HVH2 EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017 j
Page 3 of 6 i
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�.3 Bond to Mechanically Attached Base LaVer:
Tri-Built:Sand-R SA Shingle Underlayment,Tri-Built S/AHTYWUndeHaymentorTri-Built Smooth gTS/A
Underl pyment applied to:
> ASTM D226,Type I or 11 felt.
For installations under mechanically attached prepared roof coverings, baye \ayershaUbeattached|per
minimum codified requirements. For installations under foam-on tile systems (Tri-Built SIA HTiTU
Underlay�`enton|y),baje(ayershaUbeattachedperminimumequkementsnfFNSA/rHU&pril 2012(04-
12). '
5.64 Wind Resistance for Underlayment Systems in Foam-On Tile Applications: FRSA/TRl April 2012 (04i12)
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-d.eck
underlayment systems that are not addressed in FRSA/TRI April 2012(04-12)and are used infoarn-onitile
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(64-12),Appendix A,Table 1A or
FBC16Dgfor determination ofdesign vxindpresures. �
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Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AuthDrity
Having Jurisdiction.
Primer: (Optinna|)ASTM D41orRES|S7OEXTERIOR PRIMER !
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Vndedayment: Tri-Built S/Y\*TTVUndedamment,seU-adherad. .
#2 Maximum Design Pressure=-67.5 psf:
Deck: Structural concrete to meet project requirements to satisfaction of Authority Hm�nQ
Jurisdiction. |
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Primer: 5opemaElogoco|GOOc
, Undeddyment Tri'Elu7h5/ARTTOUndedayment,self-adhered.
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Deck: Min. 15/32-Inch APA-rated BCXp|ywood (may beinstalled [-side up) to meet project
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requirements-to satisfaction ufAuthority 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
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splinters-and wood projections shall benemoved/tanded.
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Primer: (npdona|)RESCSTO EXTERIOR PRIMER �
` Undedaymemt: Tri-Bulb S/A HT TU WndeMayment, self-adhered, shall be thoroughly 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-lapo. �
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� Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Auth
Having Jurisdiction.
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Base Sheet: Soprema3opra-GoryWudihedSopra~G mechonica|�a�achedwith nails (F8C15l7,
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and tin coos(FBC 1517.5.2)spaced 6-inch D.C.at the 4-inch laps and 6-inch o.c.in t ree,
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equally spaced rows inthe center ofthe sheet. /
Undedayment: Tri-Built S/A HTTWUndeHayment self-adhered. .
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Exterior Research and Design,uc Evaluation Report
o����x�m�m�m�� 6�EDITION(2017)FBcwm+HVHZEVALUATION
TRI-BUILT Roof underlayments;(800)s16-1485 Revision 6:09/25/2017
Page 4 of 6
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5��.1 For me I 6hanically attached Base Sheet,the maximum design pressure for the selected assembly shall meet
orexceed that required under FRSA/TR April 2012(04-12),Appendix A~Table IA. |
Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zon,e 1
design pressure determined in accordance With FBC 1609., In this case, Zones 2 and 3 shall employ' an
attachment density designed by qualified design professional to resist the m|exutad pressure criteria.
Commonly used methods are ANB|/SpRvWD1, F8« Loss Prevention Data Sheet 1-29 and Roofing
.
Application Standard RAS 117' Assemblies marked with an asterisk* carry the limitations set forth in
Section 2,2'1O.1ofFNULoss Prevention Data Sheet 1-29(January 2O16)for Zone I/3enhancemen1s.
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5.7 Exgosure Limitations:
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Tri-Built Sand-11 SA Shingle,Underlaymentor Tri-Built Smooth HT S/A Underlayment shall not be.left
exposed for longer than 30-days after installation i
Trl-Bullt.B/A8TTU under|aymeutxhaU not be|dt exposed for longer than 180-6oys after installation. |
5,8 Tile Slippage Umitations(TAS 108 Per FRSA/TRl April 2012(04-12)):
When loading roof tiles on the undedayment in direct-deck tile assemblies,the maximum roof slope shall
be as follows. These dope limitations can only be exceeded by using battens during loading of the ,nof
tiles. Lugged Max.10-tile stack 5:12,
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Underlayment Tile Profile Staging Method Maximum
Slopii
Flat Max.10-tile stack 6:12
Max,10-tile sta'ck(bottom 2-tile stack
shall be inverted,followed by 8 tiles high 6:12
on slope,as shown below)
tJ
Tri-Built S/A HT TU
Underlayment
Lugged
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Exterior Research and Design,uc Evaluation Report w42n6n.1u12-nu
Certificate ofAuthwization#9503 eH EDITION(2017)rBCmoN-HvH7EVALUATION
i nn-Bu)crRoof mnu=:w*vmts,(m0)azo-1wa Revision a-oo/s12oi7
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(. INSTALLATION: '
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61 TRI-BU LT RoofunderlaVments shall be installedin accordance With TRI-BUILT Materials Group, LLC
� pub|ished installation requirements subject to the Limitations set forth in Section 5 herein and the
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specifics noted below.
6.2 Re-fasten loose decking eland 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 Underlaymerit or Tri-Built Smooth HT S/A
� 6.3.1 Shall be.instmUed in compliance with the requirements for ASTM D1970 under|ayment in FBC bie
1507.1.1for the type ofprepared roof covering tubeinstalled. |
6.3.2 Non-*rile-applications
While priming hoptional,TRI-BUILT Materials Group, LLC recommends priming the deck if the final roof
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covet$not s\atedfor installation within 24hours. �
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Apply sheet parallel tothe roof edge. Roll out approximately 1Oitofmembrane 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. Firm ly-rol 1,,brobm or hand-press the membrane into place to achieve a bond.
Horizontal seams should be minimum 3-inches, configur6d to shed water. Vertical seams should be 6
inches and staggered not less tha*n 2-ft from vertical seams in the course below,sealed in accordance With
� TRi-B |LTMaterials Group,LLC requirements.
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When installing atslopes above d:12, TRI-BUILT Materials Group, LLC recommends back-nailing in the
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overlap area atthe top(if the sheet at12-incho.c' /
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For Valleys and Ridges: Cut underlayment into 4 to 6 foot lengths.Peel the release paper and center sheet
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over valley or ridge. Drape and press sheet into place, working from the.,center of the valley or ridge in
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each direction. For valleys,apply the sheet starting atthe-lowest point and work upward.
6.3.3 Tile Aoplications(Tri-Buil S/A HT TU Underlayment only);
Reference is made to FRSA/Tm! April 2012 (04-12) Installation Manual and Table I herein, using
/ instrudionsnoted�abuveasa�uide|ine. !
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For foam-on tile applications, reference ismadetoSecbmm5'G.4hengnforwindresbt nceUm1 Latnns Ll lat
fall outside the scope ofFRSA/TR|April 2O12(Oo'12)'
| Ti|e shall be loaded and staged in o manner that prevents tile slippage and/or damage to the
undedayment See table 2 herein, and TRI-BUILT Materials Group, LLC published requirements for|tlle
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. �
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8' MANUFACTURING,PLANTS: i
Gulfport,MS
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UL,LLC—QUA96Z5;(314)57D'3406 k�chanceUor@us.u|zom |
'END opEVALUATION REPORT-
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Exterior Research and Design,U.C. Evaluation Report
' c=^���wfxvmn*�uvo»�mn d"commv�oz, sowom*v*zsvx�u�nom -116
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TRI-BUILT Roof underlwymemts;(800)516-148S Revision 6:09/25/2617
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