HomeMy WebLinkAboutProduct Approval-Underlayment ...- '
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• EXTERIOR RESEARCH&DESIGN,LLC..
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, ,,/ • Ceraficate ofAuthorization#9503
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TRN T y 1 ERD ..
. • . 353 CHRISTIAN STREET,UNITI#13
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OXFORD,CT 06478
(203)262-9245
EVALUATION REPORT * i
TRI-BUILT Materials Group,LLC Evaluation Report A42960.10.12-R6
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PO Box 70 -
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FL16048-R6
• Rutherford,NJ 07070 . Date of Issuance:10/25/2012 >eR
(800)516-1485 . • Revision 6: 09/25/2017 1*„
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SCOPE: - • 0
This Evaluation Report is issued under Rule 61G20-3 and:the applicable rules and regulations governing the use of . rj
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 Zi
products described herein have been evaluated for compliance with the 6th Edition (2017) Florida Building Code 0..,.,
sections noted herein: .' , lailm
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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. li
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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 thdt reldtetbthe•prodikfchartge:‘AcCeptance•of
• this Evaluation Report by the named client constitutes agreement to notify Robert Nierninen, P.E. if the product
changes or the referenced Quality Assurance'documentation changes. Trinity'ERD requires a complete review of this
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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 literattire. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety.
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INSPECTION: Upon request; a copy of this entire Evaluation Report shall be provided to the user.by the rnantifacturer.Or
its distributors and shall be available for inspection at the job site at the request of the Building Official - • i
This Evaluation Report consists of pages 1 through 6.
Prepared by: .
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Robert J.M.Nieminen,P.E. ,-....:.
. • -,./.?.X.;a:::7,0' The facsimile seal appearing was authorized by Robert Nieminen,
Florida Registration No.59166,Florida DCA ANE1983 e.E on 09/Z5/2017.This does not some as an electronically signed
document
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CERTIFICATION OF iNOEPENDENcE:
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. TrinitylERD 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 evalOation reports are being issued. .
4. Robert Nieminen, P.E.does not have,nor will acquire, a financial interestin any other entity involved in the approval process of the
product. .
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5. This is a building code evaluation. Neither Trinityl ERD nor Robert Nieminen, P.E.,are, in any way,the Designer of Record for any
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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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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 through testing
in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations I
Conditions of Use set forth herein.
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2. STANDARpS:
Section ' .. Property Standard Year ,
1504.3.1 . Wind Resistance FM 4474 2011 .
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1504.3.1 WindUplift • ' 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 - FR5A/TRl April 2012(04-12) 2012
3. REFERENCES: * , , .„: . .
Entity ' Examination Reference Date
ERD(1576049) Physical Properties 540540.02.13-1 02/19/2013
- ERD(TST6049) Physical Properties 540540.11.13- 11/19/2013
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ERD(TST6049)' • physical Properties '• S46540.03.14 " ' ,03/26/2014
ERD(75T5049) ' • ' Physical Properties 544876,04:14-2' 04/02/2014
' ERMST6049) ' Physical Properties'•• . 544870.04.14-3: 04/02/2014 1 .
ERD.(T5T6049) : Physical Properties , 544870.04.14-1 04/10/2014 ,I
ERD(1516049) Physical Properties '544870.04.14-4 04/10/2014
. ,ERD(TST6049) - -Physical ProPerties 543530.02.14-1,R1 ' 05/14/2014 -
' ERD(TS76049) : Physical Properties . 543530.05.14 05/28/2014 -
ERD(1576049) z-, , 5 .. ,. Physical Properties, S40540.10.14 -:. . 10/31/2014 ?
ERD(1516049) , , Physical Properties .. SC7645.02.15 02/13/2015
ERD f1ST6049j Accelerated Weathering SC8520.04.15 05/27/2015
ERD(TST6049) • " •Wind Resistance : . ' SC14645.05117-R1 ' ' 06/07/2017
UL,Li.c7(QUA9625) . Quality Control .! . - Multiple Listing R16814 12/10/2015
UL,LLC.(QUA9625) l Quality Control Service Confirmation ' Exp.07/18/20201
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4. PRODUCT DESCRIPTION: ., .
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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;nieets,ASTM D1970 and FRSA/TRI April 2012.. -- ,
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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.
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5. LIMITATIONS: . .
5.1 This is a building code evaluation: Neither Trinity l 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. 't .
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.
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Exterior Research and Design,LLC: Evaluation Report A42960.10.1.2-R6
Certificate of Authorization#9503 6.f"EDITION(1017)FBC NON-HVHZ EVALUATION FL16048-R6. •
TRI-BUILT Roof linderlayments;(800)516-1485 Revision 6:09/25/2017
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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 he
prepared roof covering.
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' 5.5 Allowable Roof Covers: r:
.FT,.: - -.:,,,,n-A---.-f -TV•!---::• -.:,::,... .a.,-;;?0,4-v.W. .:,./t-4*,-.-, ,,,,,.;i,#,1,-,.,,,,,e.,,:',..,z-,,,,,risf.mgr.mmec--,-,:-. -=„4:.v.A4.....,,,lt..A.i„,-,,,=.1.
rgliaitV :.H ,:, ,;;,,'-'4,',?-i*; :'i`,,::i.-:;..-.:-;;.44. :%:,'zj,. .:...,.. ,, ,-,...',..., - •, ,-,.,.!.:F',!.,::',,4,,..;.,.':*1',—,`"" . -,....'...- ,.. Avffff-;:44:1 --t- -,-
Underlayment Asphalt. . Nail-On Tile Foam-On Tile Metal . Wood Shakes Slate
• Shingles &Shingles 1
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. Tri-Built Sand-R SA Shingle
- Yes • No No No Yes Yes
Underlayment
Tftauilt S/A HT TU Yes
Yes Yes Yes Yes Yes
Underlayment See 5.5.1,
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Tri-Built Smooth HT S/A
Yes No No Yes Yes Yes
Underlayment : . .
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5.5.1 "Foam-On Tile is limited to use of the following Approved tile adhesives./underlayment combinationS.
..„:„ : . .. z,,,,, ,,fi.:F4A-- -, -4., ,,,,..,,,L;,?:;_acz-4,-;-,.41: 3-...-nv,-,7,-A..--",,,, ifP,:-.7-- --.,..--4-.-:.#64 1.74,...*4-4--..-:,.:..t*--- ---g,-,A-b, . - 24•,-,-'<..'
. -0,,...,...1.,:w... . .,,,...: .;:,,,..,;;;::. ,:,.,:,..,,L._.:.,.w..m,,,,,,_, .,..:.: w,:zz,lret.Fig„! ,:,..,,,,,v..,-,,,,,,A,.A.,„-., -,.„,•-,,,,,:l, f,_.:., -.411....,-q,;f—v,*,,;--t/s.:. .;...-ty,-...-- --;,,,,, ,,,,,,-- ,-,..A.4.2
Adhesive : • - Florida Product Approval ! - -:Underlayments
ICP Adhesives Po€yset®AH-160" - FL6332 , Tri-Built S/A HT TO Underlayment
Dow TileBone4 FL22525 Tri-Built S/A HT TU Underlayment i
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5.6 Allowable Substrates: . , . , h
5.6.1 Direct-Bond to Deck:: ' " - . - S..
Tri-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment orTri-Built Smooth HT S/A
Underlayrnent applied to:
. p. Plywood; ASTM D41 primed plywood; OSB;ASTM D42 primed.OSB;Southern Yellow Pine;ASTM D41
. S primed SoUthetn YellOW.Pine;ASTM D41 prittiednstructUral concrete._ , 1 ,;
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. While not required over'plyvyood,,OSB or Southern YellowRine substrates,TRI-BUILT Materials Group,LLC
recommends priming the'deck if the final roof Cover-1s not slated for installation within 24 hours. !Vote:
• TRI-BUILT Materials Group, LLC requires tongue-and-groove board decking be covered with plywood or
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OSB prior to installation of the self-adhering underlayment. . i
5.6.2 Bond-to-Insulation:
-Tri-Built Sand-R SA Shingle Underlayment,Tri-•Built S/A FIT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
.,.- Dens Deck Prime;SECUROCK Gypsum-Fiber Roof Board.
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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 tile systems (Tr-Built VA;Kr.Tu,,Ondpr)aYTiellt only), insulation attachment shall be
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designed by a qualified design Professional.and installed based on testing the insulation/underlayment
system in accordance with FM 4474;Appendix D or TAS 114,Appendix 3. r
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.1 Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
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Exterior Research and Design,LLC. Evaluation Report A42960.10.12-86
Certificate of Authorization#9503 6'"EDITION(2017)FEC NON-HVHZ EVALUATION ' " F11.6048-R6
TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2,017
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5.6.3 - Bond to.Meichanically Attached Base Layer:
Tri-Built Sand-R SA Shingle Underlayment,Tri-Built S/A FIT TU Underlayment or Tri-Built Smooth HTS/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 ift TU
Underlayment only), base layer.shall be attached per minimum requirements of FRSA/TRI April 2012404-
12).
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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 partof the load-path. The following wind uplift limitations apply to direct-deck -
underlayment systerns.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
allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to.l margin of safety
• per FBC 1504.9 has already been applied): Refer to FRSA/TRI April 2012(04-12);Appendix A,Table 1A or
FBC 1609 for determination of deign wind pressures.
#1 Maximum Design Pressure= psf: ' •
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Deck: Min. 15/32 inch plywood to. meet project requirements to satisfaction of Autifority
Having Jurisdiction. .
Primer:
(Optional)ASTM D41 or RESiSTO EXTERIOR PRIMER
Underlayment: S/A'HT TU Underlayment,self-adhered.
#2 Maximum Design.Pressure-7-,47.5 psf: -
,Deck::; Structural.concrete:to,meet project requirements.to.satisfaction of'Authority Having
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Primer: Soprema Elastocol 600c
Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered.
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#3 Maximum Design Pressure= psfi , 2: • , .
Deck: Min. 15/32-inch.APA-rated'BO( 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:shalibe removed/sanded
Primer: .! (Optional)RESISTO EXTERIOR PRIMER
Underlayment. Tri-Built S/A HT TU Underlayment;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 at side and end-laps. - •
#4 Maximum Design Pressure=-60.0 psf:
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Deck:' 1 /32ririch'plywood 'meet project requirements to satisfaction of Authority
Having Jurisdiction.,
• Base Sheet: Soprema'SOpra7G or Modified Sopra-G mechanically attached with,nalls(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.in three,
equally spaced rows in the center of the sheet
Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered.
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Exterior Research and Design,LLC. • Evaluation Report A42960.10.12-R6
Certificate of Authorization#9503 en EDITION(2017)FBC NON-WI-It EVALUATION F116048-R6
TRI-BUILT Roof Underlayments;(800)516-1485 • Revision 6:09/25/2017
Page 4 of 6 .
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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 prefessional to resist the elevated pressure critfrria.
Commonly used methods are ANSI/SPRI WD1, FM yissi"Pfeve.nticib'pata;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 2O16 Zone2/3 enhancements
• 5.7 Exposure Limitations: •
Tri-Built Sand-R SA Shingle Underlayment or Tri-Built Smooth HT VA,Underlayment.sfiall not be left
exposed for longer than 30-days after installation
Tri-Built SJA 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)):
When loading roof tiles on the underiayment 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.
iuii414,-
Maximum
Underlayment Tile Profile Staging Method - Slope
Max.10-tile stack
Lugged Max.10-tile stack allEMII
Max_10-tile stack(bottom 2-tile stack
shall be inverted,followed by 8 tiles high 6:12
on slope,as shown below)
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In Built S/A HT TU
UnderlaymentLu. • '
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Exterior Research and Design,LLC. Evaluation Report A42960.10.12-R6
Certificate of Authorization#9503 6TH EDiTiON(2017)FBC NON-En/HZ EVALUATION , FU6048-R6
TRI-BUILT Roof Underlayments;(800)516-1485 • Revision 6:09/25/2017 •
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