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i Cr FL# FL16048-R4
Application'.Type Revision
Code Version' 2014
Application Status Approved
Comments v�
Archived ❑
Product Manufacturer Tri-Built Materials Group,LLC
Address/Phone/Email, PO Box 70 RECEIVED
Rutherford,NJ 07070
(800)516-1485
david.ruiz@tribuiltmg.com OCT 16 2017
Authorized Signature David Ruiz PER.MMING
david.ruiz@tribuiltmg.co p e `
0
Tiechnicall Representative David Ruiz gyp+L `
till
Address/Phone/Ermail! 250 Route 17 North
LL-18
East Rutherford,NJ 07073
(20I)842-2449
david.ruiz@tribuiltmaterialsgroup.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
❑ Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Robert Nieminen
the Evaluation Report
Florida'LicensePE-59166
Quality Assurance'Entity UL LLC
Quality Assurance Contract Expiration Date 10/16/2017
Validated By John W.Knezevich,PE
(-1 Validation Checklist-Hardcopy Received
Certificate of Independence FL16048 R4 COI 2016 01 COI Nieminen.odf
Referenced'Standard and Year(of Standard) Standard Year
ASTM D1970 2009
ASTM G155 2005
FRSA/TRI April 2012(04-12) 2012
TAS 103 1995
Equivalence of Product Standards
Certified!By
Sections from the Code
http.//www.floridlabuuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtFPmdYiNDWr... 1/26/2017
Florida Building Code Online Page 2 of 2
Product Approval Method Method 1 Option D
Date•Subm ittedi 10/06/2016
Date Validated10/17/2016
Date Pending FBC Approval 10/19/2016
Date Approved' 12/13/2016
Summary of Products
FL# Model,Number or Name Description
16048,.1 TRI-BUILT Roof Underlayments Seif-adhering,modified bitumen roof underlayments
'Limits of Use Installation Instructions
Approved for use in HVHZ:No: FL16048 R4 11 2016 10 FINAL ER TRI-
Approved for use outside HVHZ:Yes BUILT UNDERLAYMENTS FL16048-R4.pdf
Impact Resistant:N/A Verified By:Robert Nieminen PE 59166
Design Pressure:+N/A/'-67.5 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 R4 AE 2016 30 FINAL ER TRI-
underlayment for one particular application.See ER Section BUILT UNDERLAYMENTS FL16048-R4.pdf
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::2601 Blair Stone Road,Tallahassee F1,32399 Phone:850-487.1824
The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida.law,emailaddresses 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(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 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;atldress,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 here.
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EXTERIOR RESEARCH&DESIGN,I.I.C.
Certificate of Authorization 119503
TRINITY I ERD 353 CHRISTIAN STREET, UNIT#13
OXFORD,CT 06478
PHONE:(203) 262-9245
FAX:(203) 262-9243
EVALUATION REPORT
Allied Building,Products Corp. Evaluation Report A42960_10.12-114
dba'TRP-BUILT Roofing Products FI-16048-114
90501 Louisiana:Street Date of Issuance:10/25/2012
MlerrillWilll'ei IN 46410, Revision 4: 10/06/2016
SCOPE:.
This,Evalluation Report is issued under Rule 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 Robert Nieminen,
R.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 5th Edition (2014) Florida Building Code
sections noted herein.
DESCRIPTCOW TRI'-BUILT Roof Underlayments
LABELING; Labelling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein..
CONTINUED COMPLIANCE:TMs 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 I 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 I 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':U'poni request,a copy of this entire Evaluation Report shall•be provided to the user by the manufacturer or
Its;distributors:and shallbe available for inspection at the job site at the request of the Building Official.
This,Evaluation Report consists of pages 1 through 5.
Prepared',by:
e �
3�L !tu
�r��S 'C'�-'` The facsimile seal appearing was authorized by Robert Nleminen,
Robertl.M'.Nlemineny P.E. ` ''vi,:°`�; `` P.E.on10/06/2016,This does not serve as an electronkally signed
Florida,Registration No,.59166;Florida DCA ANE1993 document.signed,sealed hardcoples have been transmitted to the
Product Approval Administrator and to the named client
CERTIFICATION'OF INDEPENDENCE:
1.. TrinitylERDI doesnot have,nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing products•it evaluates.
2'.. TrirlitylERD is,mot owned,,operated or controlled by any company manufacturing or distributing products it evaluates.
3.. Robert Nieminen,R.E.does,not have nor will acquire,a financial interest in any company manufacturing or distributing products for
whichi the evaluation reports are being.issued.
4. Robert Nieminemy R.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the
product:.
5.. This isa!building code evaluation. Neither Trinityl 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..
�,�TRINITYJERD
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: Underlayment
Compliance:Statement: TRI-BUILT Roof Underlayments,as produced by TRI-BUILT,have demonstrated compliance
withi the foll'owing sections of the F1'or'ida 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
1507.2'.4,1507.2.8,.1507.2.9.2, Physical Properties ASTM D1970 2009
1507.4.5.1,1507.5.3,15 07.7.3
1504.6 Accelerated Weathering ASTM G155 2005
1507.3.3• Installation Practice FRSA/TRI April 2012(04-12) 2012
152316.5.21 Physical Properties TAS 103 1995
3. REFERENCES:
Entity. Examination Reference Date
ERD(TST6049) Physical Properties 540540.02.13-1 02/19/2013
ERD(TST604% Physical Properties 540540.11.13 11/19/2013
ERD(,TST6049) Physical Properties S40540.03.14 03/26/2014
ERD'(TST604% Physical Properties 544870.04.14-2 04/02/2014
E R D(TST 6 049)1, Physical Properties S44870.04.14-3 04/02/2014
ERD((LST6049); Physical Properties 544870.04.14-1 04/10/2014
ERD((f5T6049) Physical Properties 544870.04.14-4 04/10/2014
ERD(TiST60'4%, Physical Properties 543530.02.14-1-R1 05/14/2014
ERD(TST60491 Physical Properties 543530.05.14 05/28/2014
ERD((FST6049), Physical Properties 540540.10.14 10/31/2014
ERD(TST6049), Physical Properties SC7645.02.15 02/13/2015
E RD,(TST 6049) Accel'eratedWeathering SC8520.04.15 05/27/2015
UL„LLC.(;QUA9625f Quality Control Multiple-Listing R16814 09/04/2015
Ut,LLC.(QUA9625)i Quality Control Service Confirmation Exp.10/16/2017
4., PRODWGT'DESCRIPTION:
4.1 Self-Adhering:Underlayments:
4.1.1 Tri-Built Sand''-R SA Shingle Underlayment is a self-adhering, glass-mat reinforced, sand-surfaced, SBS
modified bitumen roof und'erlayment,with a 36-inch sheet width.
4.:1.2 Tri-Built S/A HT TU Underlayment is a self-adhering, non-woven polyester fabric surfaced, SBS modified
bitumen roof und'erlayment
4'.1.3 Tri-Built Smooth HT S/A Underlayment is a self-adhering, glass-mat reinforced, film-surfaced, SBS
modified bitumen roof und'eriayment.
S. LIMITATIONS'.
5..1 This is a building code evacuation. 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 the HVHZ.
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-R4
Certificate of,Authorization,#9503 FBC NON-HVHZ EVALUATION FL36048-114
Revision 4:20/06/2016
Page 2 of 5
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 AHJ for
approval!based on this evaluation combined with supporting data for the prepared roof covering.
5,L All'owable roof covers appliedatop the underfayments are as follows:
;TABLE 1:tROOF'COVE R,OP,TIONS.
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 HTTU Yes Yes Yes Yes Yes Yes
Underlayment See 5.5.1
TriiwBullt 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 unless tensile adhesion/ long
terror aging data from an accredited testing laboratory is provided.
➢ Tri-Built S/A HT TU Underlayment with 3M` 2-Component Roof Tile Adhesive AH-160 (FL6332) or
Dow TleBond'"Roof Tile Adhesive(FL717)
5.6 Allowable substratesare noted below:
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 recommends
priming the deck if the final roof cover is not slated for installation within 24 hours. Note: TRI-BUILT
requires tongue-and-groove board decking be covered with plywood or 0513 prior to installation of the
self-ad'hering und'erfayment.
5,.6..2 BondAo-Insulation:
Tri=Buift Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Trl-Built Smooth HT S/A
Underlayment applFed 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 tike 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.
5.63 Bond to Mechanically Attached Base Laver:
Tri-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
➢ ASTM D226,Type t or It 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 HT TU
Underlayment only),base layer shalli be attached per minimum requirements of FRSA/TRI April 2012 (04-
12).
Exterior Research!and Design,LLC: Evaluation Report A42960.10.12-R4
Certificate ofAuthorizatiorn#9503 FBC NON-HVHZ EVALUATION FL16048-R4
Revision 4:10/06/2016
Page 3 of 5
TRINITY I ERD
5.6.4 Wind Resistance for Underlayment Systems in Foam-On Tile Applications: FRSA/TRI April 2012 (04-12)
does not ad'd'ress 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-deck
underlayment systems 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 1 margin of safety
per FBC 1504.9 has already been applied). Refer to FBC 1609 for determination of design wind pressures.
5•.6.4.1 Maximum,Design Pressure=-45.0 psf.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Primer: (Optional,)ASTM D41
Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered.
5.6.4.2 Maximum Design Pressure=-67.5 psf.
Deck: Structural concreteto meet project requirements to satisfaction of AHJ.
Primer: Soprema Elastocol 600c
Underlayment. Tri-Built S/A HT TU Underlayment,self-adhered.
5.6.4.3 Maximum Design Pressure=-60.0 psf.
Deck:. Min.1913,2-,inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: Soprema Sopra-G or Modified Sopra-G mechanically attached with nails(FBC 1517.5.1)
andtin 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.
5.7' Exposure Limitations.
5.7.1 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
5.7.2 Tri-Built S/A HTTU Underlayment shall not be left exposed for longer than 180-days after installation.
6. INSTALLATION':
&1 TRi-BUILT Roof Underlayments shall be installed in accordance with TRI-BUILT 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 Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment:
63.1 Shall, be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Sections
1507 for the type of preparedroof covering,to be installed.
6.3.2' Non-Tife•ap.plications:
White priming is optlonai,TRI-BUILT recommends priming the deck.if the final roof cover is not slated for
install'ationwthin 24 hours.
Apply sheet parallel,to the roof edge. Roll,out approximately 10 ft of membrane and peel back the first 3
ft of rel'ease,f3m.
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.
Horizontall seams should be minimum 3-inches, configured to shed water. Vertical seams should be 6-
inches andl staggered not less than 2-ft from vertical seams in the course below,sealed in accordance with
TRC-BUILT requirements.
Exterior Research and Design,LLC'. Evaluation Report A42960.10.12-R4
certl[hate oj,Authorl adon#9503: FBC NON-HVHZ EVALUATION FL16048-114
Revision 4:10/06/2016
Page 4 of 5
TRINITY I ERD
When installing at slopes above 8:12,TRI-BUILT 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 HTTU Underlayment only):
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 the 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
underl'ayment.
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:
Contact the noted QA.agency for information on product locations covered for F.A.C.Rule 9N-3 QA requirements.
9. QUALITY ASSURANCE ENTITY:
UL,LLC.—QUA9626;(314)578-3406;k.chancellor@us.ul.com
-END OF EVALUATION REPORT-
Exterior Research and Design,LLC. Evaluation Report A42960.10.12-R4
Certificate of AutharizoUon#9503 FBC NON-HVHZ EVALUATION F1.16048-114
Revision 4:10/06/2016
Page 5 of 5