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FL# Tvllle Manufacturer Validated By Statu's
FL16048- Revision Tri-Built Materials Group,LLC John W.Knezevich,PE Approved
RMC FL#:FL16048.1 (954)772-6224
History Model:TRI-BUILT Roof Underlayments
Description:Self-adhering,modified bitumen roof
underlayments
Category:Roofing
Subcategory-Underlayments
'Approved by DBP-.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary.
Contact Us::2601 Blair Stone Road.Tallahassee FL 3 399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Co2yright 2007-2013 State of Florida ::Privaiv Statement::Accessibility Statement::BsNnd Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a publirrecords 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 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 Jere_.
Product Approval Accepts:
Credit Card
Safe j
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EXTERIOR RESEARCH&DESIGN,LLC.
Certificate of Authorization#9503
TRQOINITY�ERD 353 CHRISTIAN STREET,UNIT#13
OXFORD,CT 06478
(203)262-9245
EVALUATION REPORT
TRI-BUILT Materials Group,LLC Evaluation Report A42960.10.12-R6
PO Box 70 FL16048-R6
Rutherford,NJ 07070 Date of Issuance:10/25/2012
(800)516-1485 Revision 6: 09/25/2017
i
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 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 6"t Edition (2017) 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. j
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 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: 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 6.
Prepared by:
C`�yi�o-S?S'
Robert J.M.Nieminen,P.E. •,�'�.`�,Sl;ti; ;c
{�/IMn.p.r�� The facsimile seal aRiearing autlwraed by Robert Nleminen,i
Florida Registration,No.59166 Florida DCAANE1983 P.E.on 09/2512017.This does not serve as an electronlollysigned
doaiment
CERTIFICATION OF INDEPENDENCE:
1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing for
distributing products it evaluates.
2. Trin"Ityl 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,theDesigner of Record for al y
project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained
specifically for that purpose.
\\-�TRINITYJER'D
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 I ve
demonstrated compliance with the fallowing sections of the e Edition(2017)Florida Building Code through testing
in accordance With the following Standards. Compliance is subject to the Installation Requirements and Umitations
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
I REFERENCES:
Entity , Examination Reference Date
ERD(TST6049) Physical Properties 540540.02.13-1 02/19/2013
ERD(M6049) 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 544870.04.14-3 04/02/2014
ERD(TST6049) Physical Properties 544870.04.14-1 04/10/2014
ERD M6049) Physical Properties 544870.04.14-4 04/10/2014
ERD(TST6049) Physical Properties 543530.02.14-1-RI 05/14/2014
ERD(TST6649) Physical Properties 543530.05.14 05/28/2014
ERD(TST6049) Physical Properties S40540.10.14 10/31/2014
ERD(rST6049) Physical Properties SC7645.02.15 02/13/2015
ERD(7516049) Accelerated Weathering SC8520.04.15 05/27/2015
ERD(7576049) Wind Resistance SC14045.05.17-RI 06/07/2017
UL,U.C.(QUA9625) Quality Control Multiple-Listing R16814 12/10/2015
UL,LLC.(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 S/A HT TU Undedayment is a self-adhering, non-woven polyester fabric surfaced,SBS modified
bitumen roof underlayment;meets ASTM D1970 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. LipwirwIONS:
5.1 This is a building code evaluation. Neither Trinity I 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
lused for permitting or design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions.
i�
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materlals
Oirectory for fire ratings of this product.
Exterior Research andDesign,U.C. Evaluation Report A42960.10.12-R6
Certificate of AUthork.adon#9503 61 EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments;(800)516-1495 Revision 6,09/25/2017
Page 2 of i6
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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
Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the
prepared roof covering.
5.5 Allowable Roof Covers:
J
TABLE 1 ROOF COVER OP7IUNS x .
Underlayment Asphalt Nall-On Tile Foam-On Tile Metal Wood Shakes Slate
Shingles &Shingles
Tri-Built Sand-R SA Shingle
g
Underlayment Yes No No No Yes Yes
Tri-Built S/A HT TU Yes
Underlayment Yes Yes See 5.5.1 Yes Yes Yes
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/underlayment combinations.
r.
TABLE]A.ALIOWABLETRE ADHESIVE/ ENT.0
Adhesive Florida Product Approval Underlayments
ICP Adhesives Polyset®AH-160 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 or1ri-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 or TAS 114,Appendix J.
1 Refer to Tile Manufacturer's orAdhesive Manufacturer's Florida ProductApproval for Overturning Moment Resistance Performance.
Exterior Research and!Design,U.C. Evaluation Report A42960.10.1246
Certfcate of Authorftation 119503 671EDITION(2017)FBC NON-HVHZ EVALUATION FL3604g-R6
TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6.09/25/2017
Page 3 of 16
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TRIN"
ERD
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/TRl April 2012(04-
12).
5.6.4 Wind Resistance for Underlayment Systems in Foam-On Tile Applications: FRSA/TRI April 2012 (04-22)
does not address wind uplift resistance of all underlayment systems beneath foam-on tile systems,where
the underlayment farms 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 FRSA/TRI April 2012(0412),Appendix A,Table 1A'or
FBC 1609 for determination of design wind pressures.
#1 Maximum Design Pressure=-45.0 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority
Having Jurisdiction.
Primer: (Optional)ASTM D41 or RESISTO EXTERIOR PRIMER
Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered.
#2 Maximum Design Pressure=-67.5 psf:
'Deck: Structural concrete to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Primer: Soprema Elastocol 600c
Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered.
#3 :Maximum Design Pressure=-150.0 psf:
.Deck: Min. 15/32-inch APA-rated BOX plywood (may be installed C-side up) to meet project
requirements to satisfaction of Authority Having Jurisdiction. i
,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 shall be removed/sanded.
;Primer: (Optional)RESISTO EXTERIOR PRIMER
Underlayment: Tri-Built S/A HT TU Underlayment, self-adhered, shall be thoroughly roll using hand
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
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority
Having Jurisdiction. j
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.in three,
equally spaced rows in the center of the sheet.
Underlayment: Tri-BuiltiS/A HT TU Underlayment,self-adhered.
Exterior Research and�Design,LLC. Evaluation Report A42960.10.12-R6
Certiflcate of Audwrization+]9503 6P EDITION(2017)FBC NON-HVHZ EVALUATION F116948-116
TRI-BUILT Roof Underlayments,(800)516-1485 Revision 6:09/25/2017
Page 4 of 16
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TPJNrrYI1 ER15
1
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/TRl April 2012(0412),Appendix A,Table 1A. I
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 professional to resist the elevated pressure criteria.
Commonly used methods are ANSI/SPRI WDI, FM Loss Prevention Data Sheet 1-29 and Roofing
Application Standard RAS 117. Assemblies marked with an asterisk* carry the limitations set forth in
Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29(January 2016)for Zone 2/3 enhancements.
5.7 ExposureLimitations:
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
'Tri-Built S/A HT TU Underlayment shall not be left exposed for longer than 180-days after installation.
5.8 Tile Slippage Limitations RAS 103 per FRSAITRI April 2012(04-12)):
'When loading roof tiles on the underlayment 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.
fj
bm R,Di
Underlayment rile Profile Staging Method Maximum
Slope
Flat Max.10-file stack 6:12
Lugged Max.10-tile stack 5:12
Max.10-tile stack(bottom 2-tile stack
shall be inverted,followed by 8 files high 6:12
on slope,as shown below)
Tri-Built S/A HT TU
Underlaym'ent
Lugged
Exterior Research andpesip,I.I.C. Evaluation Report A42M.10.12-R6
Geriffitate of Audxtrlroffdo#9503 EDMON(2017)FBC NOWHV14Z EVALUATION FL16048-R 6
TRI-BUILT Roof Undedayments;(800)516-1485 Revision 6-09/25/2017
Page 5 of 6
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TRINITY ERD
6. INSTALLATION:
6.1 I TRI-BUILT Roof Underlayments shall be installed in accordance with TRI-BUILT Materials Group, LLC
I 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 Shinele Underlavment,Tri-Built S/A HT TU Underlavment or Tri-Built Smooth HT S/A
Underlavment:
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.
l
6.3.2 Non-Tile applications:
While priming is optional,TRI-BUILT Materials Group, LLC recommends priming the deck if the final roof
l 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
ift 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 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
lover 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):
i
)Reference is made to FRSA/TRI April 2012 (0412) 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(0412).
Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the
;underlayment. See Table 2 herein, and TRI-BUILT Materials Group, LLC published requirements for tile
staging.
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:
Gulfport,IMS
I I
9. QUALITY ASSURANCE ENTITY:
UL,LLC—QUA9625;(314)578-3406;k.chancellor@us.ul.com
-END OF EVALUATION REPORT-
Exterior Research and Design,U.C. Evaluation Report A42960.10.12-R6
Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL16048,R6
TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017
Page 6 of 6
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