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• FL# FL16048-R4 UMfYi1111111 Cf
Application Type Revision
Code Version 2014
Application Status Approved
THESE PLANS AND ALL PROPOSED FORK
Comments ARE SUBJECT TO AW CORRECTIONS e
Archived ,O
REQUIRED BY
FIELD INSPECTORS THAT.
Product Manufacturer Tri-Built Materials Gro 11lt fY BE NECESSARTIN ORDER T®S,
Address/Phone/Email PO Box 70 'COMPLY I � � PL CA.B4 COD E�4
Rutherford,NJ 07070
(800) 516-1485
david.ruiz@tribuiltmg.com
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Authorized Signature David Ruiz
david.ruiz@tribuiltmg.com r
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11OX MXl
ST.L TCTr�Co L7,sTv BUU DT VC-I)MSION
Technical Representative David Ruiz R MWED FOR COI L'�IVCE
Address/Phone/Email 250 Route 17 Northi � � f��$Y A _
East Rutherford, NJ 07( '
(201) 842-2449 DATE
david.ruin@tribuiltmate ii�la r p�D ER2MT MUST BE KEPT ON JOB
OR NO INSPECTION WML BE W.:+E.
Quality Assurance Representative
Address/Phone/Email
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Category I Roofing
Subcategory Underlayments
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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 License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 10/16/2017
Validated By John W. Knezevich, PE
W✓ Validation Checklist-Hardcopy Received
Certificate of Independence FL16048 R4 COI 2016 01 COI Nieminen.odf
Referenced Standard and Year(of Standard) Standard Year
,I ASTM D1970 2009
i ASTM G155 2005
FRSA/TRI April 2012(04-12) 2012
TAS 103 1995
Equivalence of Pro duct Standards
Certified By
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Sections from the!Code
htips:/Avww.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtFPmdYiNDWrwipmtAnR8jv%2fglJauQKOQ6ShW9BigGzhg%3d%3d 1/2
1/25/2017 Florida Building Code Online
Product Approval Method Method 1 Option D
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Date Submitted I 10/06/2016
Date Validated 10/17/2016
Date Pending FBC Approval 10/19/2016
Date Approved 12/13/2016
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Summary of Products
FL# Model,Number or Name Description
16048.1 i (TRI-BUILT Roof Underlayments Self-adhering,modified bitumen roof_,underl_ayments
iLimits of Use Installation Instructions
Approved for use in HVHZ:No FL16048 R4 II 2016 10 FINAL ER TRI-
Approved for use outside HVHZ:Yes BUILT UNDERLAYMENTS FL16048-R4.Ddf
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 10 FINAL ER TRI-
underlayment for one particular application.See ER Section BUILT UNDERLAYMENTS FL16048-R4.odf
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 FL 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
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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
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 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 here.
Product Approval Accepts:
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https:/Avm.floridabuilding.org/pr/pr app dtl.aspx?param=WGEVXQwtDgtFPmdYNDWrwipmtAnR8jvg/o2fglJauQKCQ6ShWgBigGzhgg/o3dg/o3d 212
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EXTERIOR RESEARCH&DESIGN,LLC.
Certificate of Authorization#9503
QOTRINI-TYIER'D 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 TRI-BUILT Roofing Products FL16048-114
9050 Louisiana Street Date of Issuance:10/25/,2012
Merrillville, IN 46410 Revision 4: 10/06/2016
SCOPE:
This Evaluation 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 Nleminen,
P.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 5ch Edition (2014) Florida Building Code
sections noted herein.
DESCRIPTION: TRI-BUILT Roof Underlayments
LABELING: Labeling shall be In accordance with the requirements the Accredited Quality Assurance Agency noted
herein:
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 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. Trinityl 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: 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 1 through 5.
Prepared by:
+-
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Robert J.M.Nleminen,P.E. ��'��s, ' ti The facsimile seat appearing was authorized by Robert Nieminen,
P.E.on 10/06/2016:This does not serve as an electrohicalty signed
Florida Registration No.59166;,Florida DCA ANt1983 a document signed,sealed hardeopies have been transmitted to the
Product Approval Administrator and to the named client
CERTIFICATION OF INDEPENDENCE:
1. Trinity IERD 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. Trinity]ERD.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 evaluation reports`are being issued.
4. Robert Nieminen,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the
product.
5. Thisis a building code evaluation. 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.
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TRINITY I ERD
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category:. Uriderlayment
Compliance Statement: TRI-BUILT Roof Underlayments;as produced by TRI-BUILT,have demonstrated compliance
With the'following sections of.the 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
1507..2.4,1507.2.8,1507.2.9.2; Physical Properties ASTM D1970 2009
1507.4.5.1,1507.5.3,1507.7.3
1504.E Accelerated Weathering ASTM G155 2005
1507.3.3 Installation Practice FRSA/TRI April 2012(04-12) 2012
1523.6.5.2:1 Physical Properties TAS 103 1995
3. REFERENCES:.
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Entity Examination Reference Date
ERD(TST6049) Physical Properties S40540.02:13=1 02/19/2013
.ERD(TST6049) Physical Properties S40540.11.13 11/19/2013
ERD(TST6049) Physical Properties 540540.03:14 03/26/2014
ERD(TST6049) Physical Properties S44870.04.14-2 04/02/2014
ERD(TST6049) Physical Properties S44870.04.14-3 04/02/2014
ERD(TST6049) Physical Properties S44870.04.14-1 04/10/2014
ERD-(TST6049), Physical Properties S44870.04.14-4 04/10/2014
ERD(TST6049) Physical Properties S43530.02.14-1-R1 05/14/2014
ERD(TST6049) Physical Properties S43530.05.14 05/28/2014
ERD(TST6649) Physical Properties S40540.10.14 10/31/2014
.ERD(TST6049) Physical Properties 50645.02.15 02/13/2bl5'
ERD(TST6049) Accelerated Weathering SC8520.04.15 05/27/2015
UL,LLC.(QUA9625) Quality Control Multiple-Listing R16814 09/04/2015
UL,I.I.C.(QUA9625) Quality Control Service Confirmation Exp.10/16/2017
4. PRODUCT DESCRIPTION:
4.1 Self-Adhering.Underlayments:
°4.1:1) tTi'I=Built Sand=R`SQ►SFiingle`-Underlayment is a self-adF"iering_glass-mat reinforced sand-sur of cede SBS+
modified Bitumen roof underlayment;with a 36=inc�s�eet wiath]
4.1.2 Tri-Built S/A;!HT TU Underlayment is a self-adhering, non-woven polyester fabric surfaced,SBS modified
bitumen roof underlayment
4.1.3 Tri-Built Smooth. HT S/A Underlayment is a self-adhering, glass-mat reinforced, film-surfaced; SBS
modified bitumen roof underlayment.
5. 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 design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in'the HVHZ.
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5.3 Fire ClassificIation is not part of this Evaluation Report, refer to current Approved Roofing Materials
Directory for I fire ratings of this product.
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Exterior Research and Design,LLC. Evaluation Report A42960.10.12-R4
Certificate qfAuthor&atlon 0503 FBC NON-HVHZ EVALUATION FL16048-114
Revision 4:16/06/2016
Page 2 of 5
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TRINITY I ERD
5.4 TRI-BUILT Roof Underlayrnents 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.
5.5 Allowable roof covers applied atop.the underlayments are as follows:
TABLE 1:"ROOF COVER OPTIONS
Asphalt Wood Shakes
Underlayment Shingles Nail-On Tile Foam-On Tile Metal &Shingles; Slate
gTri=Built'Sand=R SA SFimgle 6Nr= Nd No No IY.es NE§
LU n erfayment;
Tri-Built S/A HT TU' Yes Yes Yes Yes Yes Yes
Underlayment See 5.5A
Tri-Built Smooth HT S/A Yes No No Yes Yes Yes
Underlayment
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5.5.1 "Foam-Oil Tile" is limited to use of the following Approved tile adhesives unless tensile adhesion/ long
term aging data from an accredited testing laboratory is provided.
➢ Tri-Built S/A HT'TU Underlayment with 31VI'm 2-Component Roof Tile Adhesive AH-160 (FL6332) or
Dow TileBondTM'Roof Tile Adhesive(FL717)
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5.6 Allowable substrates are noted below:
5.6.1 Direct=Bond toDeck:
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'.ttructural 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 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
Und'erlayment.applied to:
➢ Dens Deek,Prime;SECU ROCK 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 the 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.
5.6.3, 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 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 HT TU
Underlayment only), base layer shall be attached per minimum requirements of FRSA/TRI April 2012 (04-
12).
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Exterior Research and Design,LLC. Evaluation Report A42960.10.12-114
Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL16048-R4
Revision 4:30/06/2016
Page 3 of 5
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TRINITI(I ERD
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 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 plywoodito 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 osf.
Deck: 1 Structural concrete to 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 asf.
Deck: Min.19/32-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)
and tin caps(FBC 1517.5.2)spaced 6-inch o.c.at the 4-inch laps and 6-inch o.c.,inthree,
equally-spaced rows in the center of the sheet.
Underlayment: Tri-Built S/A HT TU Underlayrent,self-adhered.
5.7 Exposure Limitations:
5.7.1 Tri-Built Sari d-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.
j6. INSTALLATION:
6.1 TRI-BUILT Roof Underlayments shall be installed' in accordance with TRI-BUILT published! installation
requirement's 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 Underlavment or Tri-Built Smooth HT S/A
Underlayment:
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6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Sections
1507 for theltype of prepared roof covering to be installed.
6.3.2 Non-Tile applications:
While priming is optional,TRI-BUILT recommends priming the deck if the final roof cover,is not slated for
installation Within 24 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 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.
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 course below,sealed in accordance with
TRI-BUILT requirements.
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Exterior Research and.Design,LLC. Evaluation Report A42960.10.12-R4
CertiJlcate of Authorization N9503 FBC NON-HVHZ EVALUATION FL16048-R4
Revision 4:10/06/2016
Page 4 of 6
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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 HT TU Underlayment only):
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Reference is Imade to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the
instructions noted above as a guideline.
For foam-on tile 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).
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Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the
underlayment.
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 CIA agency for information on product locations covered for F.A.C.Rule 9N-3 QA requirements.
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9. QUALITY ASSURANCE ENTITY:
UL,LLC—QUA9625;(314)578-3406;k:chancellor@us.ul.cofn
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-END OF EVALUATION REPORT-
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Exterior Research and Design,L C. Evaluation'Report A42960:10.12-R4
Certifi ate afAutharization#9503 FBC NON-HVHZ EVALUATION FL16048-R4
j Revision 4:10/06/2016
Page 5 of 5
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