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t OFFICE OF THE FL# FL16048-114
SECRETARY Application Type Revision
Code Version 2014 Application Status Approved THESE PLANS AND ALL PROPOSED WORK
Comment ,: ARE SUBJECT TO AW CORRECTIONS,
Archived o .REQUIRED BY FIELD INSPECTORS THAT.
BE,NECER`LA.RY.IN O1RD R—JOta,
Product Manufacturer Tri-Built Materials Group,LLCi �`pa�y�llprapl. pi'Ipglfy� tr�•gI '". .�(1 ' ,Address/Phone/Email PO Box 70C "ALLjErtlLIEdhr z2001c�
Rutherford,NJ 07070
(800)516-1485
david.rulz@tribuiltmg.com
Authorized Signature David Ruiz
david.ruiz@tribuiltmg.com r
OOLA
Technical Representative David Ruiz T5 RT1':� � 1�Ji�
Address/Phone/Emall 250 Route 17 North S 6.L UCI Co— ,-J ��U -1 _
East Rutherford,NJ OgLL 3vw—v't:d7 FOP,�Q, '����'-
(201)842-2449
david.ruiz@tribuiltmatiAl- t�CpVfi `,
PLkNS AND PrRr�T MUST RE XEPT mN
Quality Assurance Representative ` rYq � +'7"
Address/Phone/Emall QRN0 INSI 'CT101N 1V''LL rg.r4l�re
Category Roofing
Subcategory Underlayment
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 the Robert Nleminen
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
Validation Checklist-Hardcopy Received
Certificate of Independence FL16048 R4 COI 2016 01 C01 Nieminen.odf
Referenced Standard and Year(of Standard) Standard rear .
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.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtFPmdYiND Wr:.. 1/6/2017
L*IVLIUU nu11u1ng uoae vnnne _ Page 2 of 2
Product Approval Method Method I Option D
Date Submitted 10/06/2016
Date Validated 16/17/2016
Date Pending FBC Approval 10/19/2016
Date Approved 12/13/2016
Summary of Products
FL* Model,Number or Name Description
16048.1 -BUILT Roof Underla ments Self-adhering,modified bitumen roof underfa ments
Limits of Use Installation Instructions
Approved for use In HVHZ:No FL16048 R4 II 2016 10 FINAL ER TRI-
Approved for use outside HVHZ:Yes BIT UNDE LAV N 04 -R4. df
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 of foam-on Evaluation Reports
the systems overtop the self-adhering underiayment for one particular FL16048 R4 AE 2016 10 FINAL ER TRI-
appliradon.See ER Section 5.6.4 for details.2.)Refer to ER Section 5 for BUILT UNDERLAYMENTS FL16048-R4 odf
other Limits of Use. Created by Independent Third Party:Yes
Contact U ;;2601 Blair Stone Road.Tallahassee F 3 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,email addresses are public records.If you do not want your a-mall address released In response to a public-records request,do not send electronic
mall 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,effecttve October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The
emalis 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.avallable to the public.To determine If you are a licensee under Chapter 455,F.S.,please
click here.
Product Approval Aecepte:
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDcjtFPmdYiNDWr... 1/6/2017
EXTERIOR RESEARCH&DESIGN,LLC.
Certificate ofAuthorization#9503
353 CHRISTIAN STREET,UNIT#13
QOTRRINIWIERD OXFORD,CT 06478
PHONE:(203)262-9245'
FAX:(203)262-9243
EVALUATION REPORT
Allied Building'Produtts Corp. Evaluation Report A42960.10:12-114
dba TRI-BUILT RI00flo Products FL:16Q48-R4
9050 Louisiana Street ,Date of Issuance:10/7-5/2012
Merrillville,IN 46410 Revision 4. 10/06/2016
SCOPE:
This Evaluation Report is issued under Rule 611320-3 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,
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 5u' 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. Trinity)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 "Trinityl.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 S.
.Prepared by; —
,�Qa,Py`�,:,.Vie` s�f4J..
Robert J.M.Nieminen P.E. ''� ����=' facsimille seal
} 1.�n/JJ.i�,Ji„ern .Y;' PE.n 10 06/2016P This ldoes;not serve as anRobert electronically signed
.Florida Registration No.59166,Florida DC4ANE1983 document.signed,sealed'hardcoples have been transmitted tothe
Product Approval Administrator and to the named client
CERTIFICATION OF INDEPENDENCE:
1. Trinityl 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.
I 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. This is 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.
Q0TRINITYIE-RD
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
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
1507.2A 1507.2.8,1507.2.9:2, Physical Properties ASTi1l1 D1970 2009
1507:4._51,1507.5.311507.7.3
1504A Accelerated Weathering ASTM G155 2065
1507:3.3 Installation Practice FRSA/TRI April 2012(04-12) 2012
'15216:5:2.1 Physical Properties TAS 103 1995.
3. REFERENCES:
Enti Examination Reference Date
ERD(TST6049) Physical Properties S40540.02.13-1 02/19/2013
ERD(TST6049) Physical Properties 540540.11.13 11/19/2013
ERD(TST6049) Physical Properties S40540.03.14 - 03/26/1014
ERD ITST6049) Physical Properties 544870.04.14-2 04/02/2014
ERD(TST6049) Physical Properties S44876.04A4-3 04/02/2014
ERD(TST6049) Physical Properties S44870A4:14-1 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(TS'f6649) Physical Properties S43530.05.14 O5/28/2014
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•
UL,I.I.C.(QUA9625) Quality Control Multiple-Listing R16814 09/04/2015
UL,LLC.(QUA9625) Quality Control 'Service Confirmation Exp.10/16/2017
4. PRODUCT DESCRIPTION:
i 4.1 Self=Adherins Underlayments:•.
4.1.1 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.
4.1.2 Tri-Bullt 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.
S. LIMITATIONS:
5.1 This is a building code evaluation. Neither TrinitylERD 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,I.I.C. Evaluation Report A42960.10.12-R4
Curate ofAuthodiotion#9503 FBC NON-HVHZ EVALUATION FL16048-114
Revision 4:10/06/2016
Page 2 of 5
TRINITY JERD
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.
5.5 Allowable roof covers applied atop the underlayments are as follows:
TABLEA'sROOF,�COVER.OPr10Ns
Asphalt Wood Shakes
Underlayment Shingles Nail-On Tile Foam-On Tile Metal &Shingles Slate
Tri-Built Sand-R SA Shingle
Underlayment Yes No No No . Yes Yes
Tri-Built S/A HT TU Yes Yes Yes Yes Yes Yes
Underlayment See 5.5.1
Tri-Built Smooth HT S/A Yes No No Yes Yes Yes
Underlayment
5.5.1 "Foam-On 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"" 2-Component Roof Tile Adhesive AN-160 (FL6332) or
Dow TileBondTM'Roof Tile Adhesive(FL717)
5:6 Allowable substrates are 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 041 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 OSS 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 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 orTAS 114,Appendix!.
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:
D ASTM D226,Type I or 11 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)
Exterior Research and Design,U.C. Evaluation Report A42960.30.12-R4
CertlJ c"e of Authodrotlan#9503 FBC NON-HVHZ EVALUATION FL16048-114
Revision 4:20/06/2016
Page 3 of 5
\]TRINITYI-ERD
5.6.4 Wind Resistance for Underlayment Systems in Foam-On Tile ADMications: FRSA/TRI April 2012 (0442)
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 the
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:=4S.0 usf.
Deck: Min.15/32=inch plywood to meet project requirements to satisfaction of AHJ.
Primer: (Optional)ASTM1 D41
Underlayment: Tri-Built S/A HTTU Underlayment,self-adhered.
5.6.4.2 Maximum Design Pressure="-67:S osf;
Deck: Structural concrete to meet project requirements to satisfaction of AHJ.
Primer: Soprema l:lastocol 600c
Underlayment: Tri=BUIIt S/A HT TU Underlayment;self-adhered.
5.6.4:3 Maximum Design Pressure--60.0-osf.
Deck: Min.19/3.2-inch plywood to meet project requirements tosatisfaction 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 64nch D.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 HT TU Underlayment shall not be left exposed for longer than 180-days after'installation.
6. INSTALLATION:
6.1 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).
v
6.3 Tri-Built Sand-R SA Shingle Underlavment,Tri-Built S/A HT TU Underlavment or Tri-Built Smooth HT S/A
Underlayment:
6.3.1 Shall be installed.in compliance with the requirements for ASTM D1970 underlayment in FBC Sections
1507 for the type 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.
Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-114
Certificate of Aathorhadon#9503 FBC NON-HVHZ EVALUATION FL1604&R4
Revision 4:10/06/2616
Page 4 of 5
QOTRINITYIERD
When installing at slopes above 8:12,TRI-BUILT recommends back-nailing in the overlap area at the top of
the sheet at 124nch ox.
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 Underlavment 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 tile applications,reference is made to Section 5.6.4 herein for wind resistance limitations that
fall outside the scope of F.RSA/TRI April 2012(04-12).
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 QA agency for information on product locations covered for F.A.C.Rule 9N-3 QA requirements.
9. QUALITY ASSuRANCE ENTITY:
UL,LLC—QUA9625;(314)518-3406;k.chancellor@us.O.com
-END OF EVALUATION REPORT-
Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-R4
t:ertfficote ofAuthorhadon#9509 FBC NON-HVHZ EVALUATION FL16048-R4
Revision 4:10106/2016
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