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Product Approval Menu>Product or Application Search>Application List>Application Detail
FL# FL16048-R6
Application Type Revision
Code Version 2017 vp
Application Status Approved
Comments Gi�0
Archived ia,
Product Manufacturer Tri-Built Materials Group,LLC
Address/Phone/Email PO Box 70
Rutherford,NJ 07070
david 51z@trio 7 ' rcrl
david.ruiz@tribuiltmg.com
REVIEWED FOR
Authorized Signature David Ruiz /�
david.ruiz@tribuiltmg.com CODE COPLiANCE
Technical Representative David Ruiz g LUCIE COU "
Address/Phone/Email 250 Route 17 North
East Rutherford,NJ 07073 Boccdp
(201)842-2449
david.ruiz@tribuiltmateriaisgroup.cpm
Quality Assurance Representative
Address/Phone/Email
Category Roofing
� t
Subcategory Underlayments
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Dl Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Robert Nieminen
the Evaluation Report
Florida License PEr59166
Quality Assurance.Entity UL LLC
Quality.Assurance Contract Expiration Date 07/18/2020
Validated By John W.Knezevich,PE
Validation Checklist-Hardcopy Received
Certificate of Independence FI-16048 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
UL 1897 2012
S
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Equivalence of Product Standards
Certified By .„ �,
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Sections from,the Code -�
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COPY
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https://www.floridabuild g.org/pr/pr_app_dtl.aspx?pa"ram=wGEVXQwtDgtFPmdYiND... 1/12/2018
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Florida Building Code Online Page 2 of 2
Product Approval Method Method I Option D
Date Submitted. 09/2512017
Date Validated 10/01/2017
Date Pending FBG Approval 10/03/2017
Date Approved 12/12/2017
ummary of Products
FL# rModel,Number or Name Description
16048.1 TRI-13UILT Roof Underlayinerifs Self-adhering,modified,bitumen roof und6dayments
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 FL16048-R6.Ddf
Impact Resistant:N/A Verjfied.py:Robert Nieminen PE-59166
Design Pressure:+N/A-1-156 Created by Independent Third Party:Yes
91theft 1.)The design pressure noted herein pertains to use Evaluation 4eptirts
of foam-on tile,systems overtop the'self-adhering FL16648 RG AE 2017 09 FINAL ER TRT-
underlayment for one particular application.See ER-Section BUILT`UNDERLAYMENTS FL16048-R6.pd
,5.6.4 for-detalls.2.)Refer to ER.Section 5 for other Umits of Created by Independent Third Party;Yes
Use.
FER ED
Contact U 2601 Blair Stone Road,Tallahassee FL 3230 Phone:850=487-1824
The State of Florida is an WEED employer.c-ovright:200772013 State of Florida.::Privacy Statement::Accessibility Statement Refund Statement
Under Florida law,email addresses are:publjc records.If.you do not want your e-malt 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 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455;F.S.must provide the Department with an email address It
they have one The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do nofwIsh 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 area licensee under
Chapter 455,,F.S.,please click he_re.
Product Approval Accepts,
�R R In
Credii Card
Safe
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https://www.floridabuildiii org/pr/pr app dtl.aspx?param=wGEVXQwtDqtFPmdYiND... 1/12/2018
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EXTERIOR RESEARCH&DESIGN,LLC.
Certificate of Authorization#9503
3�3�HR| AN�REE�VNT#13TFUNUTY|ERD OXFORD,{T06478
(2O3)262-9245
EVALUATION REPORT
TRI-BUILT Materials Group,LLC Evaluation Report A42960.10.12-R6
PO Box 70 01_16048*1P
Rutherfordm]07070 Date mfIssuance:1o/25/2O12
(800)516-1485 Revision 6: 09/25/2017
SCOPE:
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This Evaluation Report is issued under-Rule 61G20-3 and the applicable rules and regulations governing the use of
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construction matedals in the,State of Florida.The documentation submitted hat been reviewed by Robert Nieminen,
. P.E. for use pftheproduct under the Florida Building Code and Florida Building Lode, Residential Volume. The
products described herein have been evaluated for compliance vvit ,�
with . Edition (2017) Florida Building Code
sections noted herein.
DESCRIPTION: TRI-BUILT Roof Undedaymemts
Lvecuws: Labe|inQxhaU he in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPLIANCE: This Evaluation Report isvalid unti|such fimeosthe named pcoduct(o)changes,the referenced
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Quality Assurance documentation changes orprovisions nfthe Code that relate tothe product change. Acceptance of
. this Evaluation Report by,the named client constitutes agreement to notify Robert Nieminen' P.E. if the product
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changes orthe referenced Quality Assurance.documentation changes. Trinity]EBDrequires acomplete review ofthis
Evo|uationRLportrelative toupdated Code requirements with each'code Cycle.
AovsansamEmrTheEva|uaUonRepmtnumberpmacededbythexvonjo ^Trnity\ERDEva\uated" maybedisp|ayedin
advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety.
Imspccnom: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 1through 6.
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Prepared by:
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Robert�M.0iemhmen,p.E' The facsimile seal=peanng"=authorized byRobert w*�=n,
Florida Registration No.59166,Florida DCA ANE1983 ^ ����This does�serve=��nicallysigned
document
CERTIFICATION cFINDEPENDENCE:
z. Thnity|cRo does not have, nor does it intend to acquire orwill it acquire, aUoancm| interest in any company manufacturing or
. di�nbvungp°odvc�it�,uiva�s.
`! z. T�ndv|sRDisnot owned,operated orunntrolledhyany rnmpanymanufauorin8o,dksthhubnuproducts it evaluates.
a. 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.
'. «. nqbe*mieminen, P.E.does not have,nor will acquire,a financial interest inpny`otherentity involved mthe approval process ofthe
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product.
/
S. Thbisa building,code evaluation. Neither triohv|snonor Robert wiem/oen, P.care,inany way,the Designer ofRecord for any
project on which this Evaluation Report,nrprevious versions theeot is/was used for permitting ordesign guidance unless retained
spedficaUyforthat purpose.
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TRI ITY 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 6' -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 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 540540.02.13-1 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 544870.04:14-2 04/02/2014
ERD.(TST6049) Physical Properties S44870:04.14-3 04/02/2014
ERD(TST6049) Physical Properties 544870.04.14-1 04/10/2014
ERD(TST6049) Physical Properties 544870:04.14-4 04/10/2014
ERD(TST6649) Physical Properties 543530.02.14-1-R1 05/14/2014
ERD(TST6049) Physical Properties 543530.05.14 05/28/2014
ERD(TST6049) Physical Properties S40540.10.14 10/31/2014
ERD(TST6049) Physical Properties 'SC7645.02.15 02/13/2015
ERD(TST6049) Accelerated Weathering Sc8520.04.15 05/27/2015
ERD(T5T6049) Wind Resistance SC14045.05.17-R1 06/07/2017
UL,LLC.(QUA9625) Quality control Multiple-Listing 816814 12/10/2015
UL,LCC:(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 SIA HT"TU Underlayment is a self-adhering, non-woven polyester fabric surfaced,SBS modified
bitumen roof underlayment;meets ASTM 01970'•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 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 designguidance 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
Directoryfor fire ratings of this product.
,j
Exterior Research and Design,ICC. Evaluation Report A42960.10.12-R6
Certificate of Authorization#9503, 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-116
TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2617
iPage 2of6
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T"RINITY I ERD
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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:
TA6LE 1:-.ROOF COVER,QPTIONS
'
Underlayment Asphalt Nail-On Tile Foam-On 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
Tri-Built.Smooth HTS/A
-Underlayment Yes No No Yes Yes Yes
5.5.1 "Foam-On Tile"is limited to use of the following Approved tile adhesives/underlayment combinations.
TABLE 1A:AI L01AlABLE,TILE A6HE5IVE/-UNDERLAYNIENT COMBIIUATIOtU51
Adhesive Florida Product Approval Underlayments
ICP Adhesives Polyset°AH-1617 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
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-6n 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.
=.Refer to Tile Manufacturers orAdhesive 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 6�"EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments;(800)516-1485 Revision 5:09/25/2017 i
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5.63Bond to Mechanically Attached Base Laver:
Tri-Built Sand-RSA Shingle UnderlaVrrient,Tri-Built S/AHTTU Underlaymentor HT S/A
Underlaymentapplied
> ASTM DZ26Type|nrUfelt.
For installations under mechanically attached prepared roof coverings, base layer shall be attached per
minimum codified requirements. For installations under foam-nn tile systems (Tri-Built S/A HT TW
Underlayment onlyl,base layer shall be attached per minimum requirements of FRSA/TRI April 2012(04-
12).
5.64 FRSAITBUApril 201Dk4-12
does not address wind.uplift resistance of all.underlaVment systems beneath foam-on tile systems,where
the under|oymentforms part ofthe|oad-path' The following wind uplift limitations apply todirect-deck
under|aymentsystems that are not addressed in FRS//T0April 2u12(O4'13)and are used|nfoam-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 Zto l margin of safety
per FBC1su4.9has already been appUed). Refer tnFm8A/T9I April 2012(04'1I),Appendix A,Table 1Aor
FBC 1609 for determination ufdesign wind pressures.
. #1 Maximum Design Pressure=-45.0 p
Deck. N1|n' 15/32,inch plywood to meet project requirements to satisfaction of Authohty
Having Jurisdiction.
Primer: (Optional)ASTM D41orRES/STOEXTERIOR PRIMER
Undedayment: Tri-Built S/ARTTUWndedmwment,se|f-adhered.
� #2 Maximum Design Pressure=-67.5 ps
Deck Structural concrete to meet project requirements to satisfaction of Authority Having
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Jurisdiction.
Primer: 3opremaEbstoco|GDOc
Undedmy,nent: Td-Bu}6S/AHTTUUudes|ayment,se|f-adhered.
' #3 Maximum Design Pressure=-150.0 psf:
Deck Min. 15/3I-inchAPA'mted 8CXp|ymood (may beinstalled C-side up) 1omeet,pnoje/t
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requirements tusatisfaction ofAuthority Having Jurisdiction.
Deck Preparation: Plywood shall be thoroughly cleaned to remove dust -and debris that may inhibit
i adhedpn' All sheathing fasteners shall be driven flush, with the surface. All sharp
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splinters and wood projections shall benemoved/sanded.
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Primer: (Optiona|)RES|5TO EXTERIOR PRIMER
Undedayment: Th'auUt S/A HT TU UndeHayment, self-adhened' shall be thoroughly roll using hand
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roller and/or weighted roller to ensure there are, Ino voids, and ensure there are no
voids/bhdgingat side and end-laps.
/ #4 Maximum Design Pressure=-60.0 P
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Deck:- Min. 19/32'nch plywood to meet project requirements to satisfaction of Authority
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Having Jurisdiction.
Base Sheet: sopxsnaSppra-GorModified 3opn*G mechanically attached with nails (FoCzSl7.5.1)
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and tin caps(F8C1S17.G.2)spaced 6-incho'ca¢the 4'inchlaps and 6-inchn.cinthree,
(
equally spaced rows inthe center ofthe sheet.
unJedaymont: Tri-Built S/AHTTuVndedaYmeot'ue|f-adhered.
Exterior Research and Design,Luc Evaluation Report xo29so�0.12-no
Certificate«yAuthorization mas03 amEDITION(nmzr)FoCwow'xvxzEVALUATION Fu6048n6
Tm-Su/orRoof unueaavments;NmNs1s-1w95 Revision mou/2s12o1r
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5.6.4.1 For mechanically attached Base Sheet,the maximum design pressure for the selected assembly shall meet
orexceed that required under FRSAWTRI April 2012(]4-12),Appendix A,Table 1A.
Alternatively,the maximum design pressure for the selected assembly shall meet.or exceed the Zone I
design pressure determined in accordance with FBC 1601 |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 AN0/SPR| WD4 RN 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,.Z'1U.lofFnNLoss Prevention Data Sheet.1-29(January 2016)for Zone 2/3enhancements.
5.7 Exposure Limitations:
.
Tri-Built Sand-0 SA Shingle.UndeMaymoemt or Tri-Built Smooth HT a/A UodedaVmeot shall not be left
exposed for longer than 39-daysafter installation
Tri-Built S/A HT TU Unddrlayrrfent 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
� beosfollows. Theses|opeDmitationscanon|ybeexceededbyudngbottensduhng|vadidgofthenoof
dies'
TABLE 2: TILE'S
U'nderlayment Tile Profile Staging Method Maximum
Slope
` Flat Max.10-tile stack 6:12
Lugged Max.10-tile stack 5:12
Mm 10-tile stack(bottom 2-tile stack
shall be inverted,followed by 8 tiles high 6:12
on slope,as shown below)
Lugged
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Exterior Research and Design,uC.1 Evaluation Report A42960.10a2-R6
Certificate ofAuthorization mesuy' EDITION(2017)FBcmom*vxzsvxWAnom Fusooxno
TRI-BUILT Roof uwuo,|awnents,(800)516-1485 Revision 6,09/2512617
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6- INSTALLATION:
6.1 TRI-BUILT Roof Underlayments shall be installed in accordance with TRI-BUILT Materials Group, LLC
published installation requi,irements subject,to the Limitations set forth in Section 5 herein and the,
specifics noted below.
6.2 Re-fasten any l6ose decking panels,and check for protruding nail heads. Sweep the substrate thoroughly
to remove any dust andd.ebris prior to application,and prime the substrate(ifapplicablo).
6.3 Tri-Built tand-lk SA Shingle Underlayment,Tri-Built S/A HT TU Underlay�ment or Tri-Built Smooth HT S
Underldyment:
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-'rile applications:
While priming is optional,TRI-BUILT Materials Group,LLC recommends priming the deck if the final roof
cover is not slated for installation within24 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 plate, 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 coursebelow,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(Tri-Built S/A HT TU Underlayment only)':
Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the
instruceions noted above as a guideline.
For foam-bn tile application%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
underlaymeni. See Table 2 herein, and TRI-BUILT Materials Group, LLC published requirements for tile
staging.
7. BUILDING PERMIT.RkQuIREMENTS:
Asrequired by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
8. MANUFACTURING PLANTS:
Gulfport,MS
% QUALITY ASSURANCE ENTITY:
UL,LLC—QUA9625,(314)578-3406;k.chancellor@Lis.ul.colm
END OF EVALUATION REPORT-
Exterior Research and Design,LLC.:, Evaluation Report A42960.10.12-R6
Certificate ofAuthorization#9503 6r"EDITION(7017)F13C NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments,(800)516-148S Revision 6:09/25/2017
Page 6 of 6