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FL# FL16048-R6
Application Type Revision
Code Verslon 2017
Application Status Approved ECEIVED w
'Comments IpArchived
unty, Permitting
Product Manufacturer 'Tri-Built Materials Group;LLC
Address/Phone/Em_ail. PO Box 70:
Rutherford,NJ 07070
(800)516-1485
david.rtitz@tribuiltr(ig.com
Authorized Signature. David Ruiz
david.ruiz@tribuiltmg.com
Technical Representative David Ruiz
Address/Phone/Erriail Z50,11oute 17 North
>" � EastAutherford,UVJ 07073
201 842-2449
david.ruiz@tribuiitmaterialsgroup.corn
a -
. Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Underlayments i
1
Compliance Method Evaluatitah.Reportfrom aFlorida Registered Architect or a Licensed Florida ,
Professional Engineer i
t
Evaluation Report-Hardcopy Received
l
Florida Engineer or Architect Name who developed Robert Nieminein
the Evaluation Report
Florida.11cense PE-59166
Quality Assurance Entity UL LLC
Quality,Assurance Contract Expiration Date 07/18/2020 I
Validated By John W.Knezevich,PE
Validation Checklist-Hardcopy Received
f
-Certificate of Independence FL16048"R6 COI 201_7 01 COX,Werninen.12 i
i
Referenced Standard and Year(of Standard) Standard Year t
i
. s
ASTM D1970 2015
ASTM G1SS 2005
FM 4474 2011
FRSA/TRI April 2012(04=12) 2012'
UL 1897 2012 r,
� 4
itiYps:iJwwvr-florlc4abuilding.org(pr(pr«pp dtl.aspx?param-¢rGEV..:gtFPmdYitNDWrtil+ipmrAnR8iv9FiYHTk4FLCxcgVtRhfvMw4l3d%3d 3115119,3:54 W l
Page 1 of 2
_a sw Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Metfiod'1 Option'D
Date Submitted 09/25/2017
Date Validated
10%01/2017
F Date Pending FBC Approval 10/03/2017
& Date Approved 12/12/2017
Summa ,of Poduct4
Model,Numhecor Name,- -Description
16048.1 TRI-BUILT Roof Underlayments Self-adhering,modifiedbitumen roof underlayments
Limits of Use Installation Instructions
''Approved for use in HVHZ:No .FL-1 48 R6 IT 2017 09 FINAL FR TRI-
Approved for use outside HVHZ--Yes sun UNDERLAYMENTS .FL16048-R6.Ddf
Impact-Resistant:N/A Verified By: Robert Nieminen PE-59165
Design Pressures+N/A1450 Created by Independent Third Party:Yes
"X Other:1.)The.design pressure noted herein pertains to use Evaluation Reports
of foam--on tile systems overtop the self adhering FL16048 R6 AE 2017'09 FINAL ER TRI-
" •, underlay ment for one particular application.lication.See ER Section BUILT UNDERLAYMENTS 1`1-16048-R6.pdf
5.6.4 for details.2.)Refer to ER Section 5 for other Limits of Created by Independent Third Party:Yes
5 H Use.
W.
' l Contact Us::2601 Blair Stone Raed Tallahassee Fl32309 Phone:.850-487-1824
r
The State of Florida Is an AA/EC-0 employer.Coovrioh-2007-2013 State of Flarida ::Privacy Statement::Acce'ssibility Statement::Refund Statement
ra t Lnder Florida law,emaii:addresses are public records.if you do not avant youra-mall 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 r have anypuesdbns,pieasc conteQ 850.487.1395.'Pursuant to Section'
��1' 455.275(1),Florida'Statutes,,effective Octoher 1,2012,hoensees licensed under Chapter 455;F.S.must provide the Department with an email address if they have
'
� *: one.The emalls:provided may be used for official communication with the licensee.However email addresses.are public record.If you do not wish to supply a,
1personal address,please.provide the Department with an email address which can be madeavallableto the public.Todetermineif you area licensee.under Chapter l
455;F.S.,please dick, ere.
a�
Product ApprovelAecepts.Jim FT
,
143 .
y xst,,m y `'fit
Credit Carel
i Safe
https://www.iloridabuilding.org/prlpr app_dtl.aspx?param=wGE%/ qtFPindYii4DWrwipmtAnRBjv9FiYHTk4FLCxcgVtRhfvMty%3d%3d 3/15/19,3:5.4 PAR
Page 2 of 2
^ ' |
�
�
. ; EXTERIOR RESEARCH&DESIGN,LLC. '
Certificate qpAuthorization#9503 �
� ��\�� 353CHK�TkA0STREE[UNK#13 `
U ��M ~�I l0 ! OXFORD,CTOG478
'
(203)262-924S:
EVALUATION REPORT
TRI-BUILT Materials Group�LLC Evaluation Report A42960.10.12-R6
POBox 70 ~^1~.4~-"~
Rutherford,NUD7O7& Date of Issuance: 2
(800)@164485 Revision 6: 09/25/2017 �
Smmpc:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regu,la,tions governing the use of �
constzucdon mmterio|s\n the State of F|oN6a.The documentation submitted has been na/exmed by Robert Niominen' �
p.E. foruseofthepnzductun6erthoFlohdoBoi|d|nQCude'endF/oddaBuOdinQ-Cnde, Residenda| Vm|ume. The
pmodudsdeuceibe6 herein have been evaluated forcompliance with the 6th Edition (2017) Florida Building Code
sections noted herein.
DEsCsrpTIOm: TRI-BUkLTRm«fUnderlmymmerito
LABELING: Labeling shall be in accordance with the requirementsthe Accredited Quality Assurance noted �
herein.
CONTINUED COM
eumnCc: This Evaluation Report isvalid until such time asthe named pno6uot(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 agreen��nt to notify Robert Nienn1nen, P.E. if the product '
changes orthe referenced Quality Assurance documentation changes. Trinity IERDrequires acomplete revam,ofthis �
Evaluation Report relative to updated Code requirements with each Code Cycle. '
ADVERTISEMENT.The Evaluation Report number preceded bVthe words "Trinity(ERQ Evaluated" may - displayed in
advertising literature. |fany portion ofthe Evaluation Report��displayed �th�n �shall bedone inits entirety.
INSPECTION:Upon neqoe$t�a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or `
its distributors and shall be available for inspection at the job site at the nequest ofthe Building Official. /
This Evaluation Report consists ufpages 1through<i
Prepared by.:
'
r
Robert J.Mi Niesn6mem"P.E.
^` m°m�°��m
gv�dKe�,�nounN����,/$r�bDCA ANf1g8» ��+'"�'rP.E on,09/25/2027.This does not serve as an electrafficallysigned
"
CERTIFICATION o+64m,PEpvswcc docu----
�1 Trinky|,EnDdoes hot have not does itintend tnacquire orwill itacquire,afinancial interest bnany company manufactuxri`mov !
distributing products it evaluates. (
2. Thnhv|Enmisnvtowned,operated orcontmUed hvany company manm%mudngurdistributing products it evaluates.
3. Robert Niervinen'v.�does not have norWU-acquire,ufinancial interest|nany u,mpany-manufactuddistributing
which the evaluation nepurtsambeing issued.
4. Robert Nieminen,P.E.does'n6t have,nor will acquire,a firianclalinterest in any other entity involved in the approval process of the
product.
S. This isabuilding code evaluation. Neither Trinity|ERonor Robert m|emimen' p.�am\|nany umKthe o«y�m=rofRecord for any
pn4ectunwt�h this�a|oa�onRoporturp�v�usves�nythereptt�wvs�edfor permitting ordesign guidance unless retained
'specifically for that purpose.
TIN ERD
ROOFING COMPONENT EvAwnow.
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'e Edition(2017)Florida Building.Code through testing
in accordance with the following Standards. Compliance is subject
ect tQ the Installation Requirements and Limitations/
Conditions of Use set forth herein.
2. STANDARDS:
Section. Property Standard Year
15043.1 Wind Resistance FM 4474 2011
1504.3.1 Wind.Uplift UL i897 2012
1504.6 Accelerated Weathering ASTM 6158 2005
15507.2.4/1507.1.1,,1507.2.9.2 Physical Properties ASTM D1970
2015
1507.3.3 Physical Properties FRSA/TRI April 2012(04-12) 2012
3. REFERENCES:
Efliiy Examination Reference Late
ERD(TST6049) Physical Properties 540540.02.13-1 02/19/2013
ERD(TST6049) Physical Properties S40940.12.13 11119/2013'
ERD(TST6049) Physical Properties S40540.03.14 03/26/2014
ERD(TST6049) Physical.Properties S44870.04.14-2 64/02/2014
ERI)JTST6049) Physical Properties S44870.04.14-3, -04/02/2014
ERD(TST6049) Physical Properties S44810.04.14-1 04/10/2014
ERD(TST60 0'
- 4-1 Physical Properties 544870.04.14-4 04/10/2014
ERD(TST6049) Physical Properties 543530.02.14-4-111 05/14/2014
ERD(TST6049) Physical Properties S43530.05.14 05/28/2014
ERD(TST6049) Physical Properties S40540.10.14 1013112014
ERD(TST,6049) Physical Properties SC7645.02.-I5 02/14/2015
ERD(TST6049) Accelerated Weathering SC8520.04.15 05/2'7/.2015
ERD(TST6049) Wind Resistance SC14045.05;17-R1 06/0712017
LIL,LLC.(QUA9625) Quality Control Multiple-Listing R16814, 12110/201S
UL,LLC.,(QUA9625) Quality Control Service Confirmation Exp..07/18/2020
4. PRODUCT DESCRIPTION:
4.1 Tri-Built Sandi-11 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 roQfunderlayment,meets ASTM D1970 and FRSA/TRl April 2011,
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. LIMITATIONS:
5.1 This is a building code evaluation. Neither-Trinity I ERD nor Robert Nierninon, P.E. are, im 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 FBC HVHZ jurisdictions.
5.3 Fire Classification is not part of this Evaluation Report, refer to current Approved Roofing Materials
is
Directory for fire ratings of this product.
Ficterior R'esearch and Design,I.I.C. Evaluation Report A42960.10.12-R6
cerrifteatp of Authorizodon#95,03 EDMON(2017)FBC NON-HVHZ EVALUATION . F116048,116
TRI-BUILT Roof Underlavr0ents;(800)516-1485 Revision 6:0012512017
Page 2,of
TRINIWr ';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:
TABLE 1 ROOF COVER OPTIONS.
Asphalt. Wood Shakes
Underlayment Shingles 'Nail-On Tile Foam-OniTile Metal &Shingles Slate
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
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 the adhesives/underlayment combinations.
TAaLe1A:ALLOWABLETiLE'AbHEshvi ff6ERLAYMENTCOMBINATIONS1
Adhesive Florida Product Approval Underlayments
ICP Adhesives Polyset°AH-166 FL6332 Tri-Built S/A HT TU Underlayment
DowTileBond- FL22525 Tri-Built SIA HT TU Underlayment;
5.6 Allowable Substrates:
5.6.1 Direct-Bond to Deck:
Tri-Built Sand-11 SA Shingle Underlayment,Tri-Built SIA HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment.appiied to:
Plywood;ASTM D41 primed plywood;OSB;ASTM D41.primed OSB;Southern Yellow Pine;ASTM 041
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. Dote:
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-11 SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
Dens peck 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.
s Refer to Tile Manufacturer's orAdhesive Manufacturer's.Florida ProductApprovalfor Overturning Moment Resistance Performance.
Exterior Research and Design,LLC: Evaluation Report A42960.10.127R6
6ertificate ofAuthorization#9503 6'EbITION(2017)FBC NON-HVHZ EVALUATION FL16048-136
TRI-BUILT Roof Underlayments;(800)516-.1486 Revision 6.0912512017
Page 3 of 6
TRINITY :ERD
5.6.3 Bond to Mechanically Attached Base Laver:
Tri-Built Sand-11 SA Shingle Underlayment,Tri-BuiltS/A HT TU Underlayrrient or Tri-Built Smooth-HT S/A
Underlayment applied to:
9 ASTM D226,Type l or If 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).
5.6.4 Wind Resistance for Underlayment Systems in Foam-On .Tile Applications: 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 ate not addressed in FRSA/TRI April 2012(0412)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(04-12),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 HTTU Underlayment,self-adhered.
#3' Maximum Design Pressure=-150.0 psf:
Deck: Min. 15/32-inch APA-rated BCX plywood (may be installed_C-side up)to meet project.
requirements to satisfaction of Authority Having Jurisdiction.
.Deck Preparation:Plywood shall be thoroughly cleaned toremove 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 $/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 Maximuin Design Pressure 60.0 psf:
Deck: Min. 19/32-inch plywood to meet project requirements.to satisfaction of Authority
Having.luriSdiction.
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 64nch: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.
6cterlor Research and Design,LLQ Evaluation ReportA42960.16.12-116
Certificate ofAuthorization 49503 671 EDITION(2017)FBC NON-HVHZ EVALUATION FL1'o048-R6
TRI-BUILT Roof'Underlayments;(800)516-1485 Revis on6:09/25/2017'
Page 4 of 6
TRINTY ERI
5.6.4.1 For tnechahically attached Base Sheet,the maximum design pressure for the selected assembly shall meet
or exceed that required under FRSA/TRI April 2012(0442),Appendix A,Table 1A.
Alternatively,.the maximum design pressur&for the selected assembly shall meet or exceed the Zone.1
design pressure determined in accordance with FSC 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 ANSIJSPRI. 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
a
Section 2.210.1 of FM Loss Prevention Data Sheet 149(January 2016)for Zone 2/3 enhancements.
51.7 Exposure Limitations:
Tri-Built Sand-R SA Shingle Underlayment or Tri-96ilt Smooth HT S/A Underlayment shall not be left
exposed for longer than 30-days after installation
Tri-Built S/A HTTU Underlayment shall not be left exposed for longer than 186-days after installation.
5.8 TileSlipoage Limitations(TAS 103 Per FRSA/TRI April 2012(04-1211
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.
TABLE 2. TILE Sum6t DiviFrATIONS FUR DIRECT DtcKTILE INsTALtA'no Ns
Underlayment rile Profile: *Staging Method Maximum
Slope.
Flat Max,10 the stack 6:12
Lugged Max.10-tile stack 5:12
Max.10-tile stack-(bottom 2-tile stack
shall be inverted,fol'lowed by 8 files high 6:12
on slope,at shown below)
k-1
Tri-Built S/A HTTU
Underlayment
Lugged
MIN
Ext6rior Research and Design,LLC. Evaluation:11eport A42960.10.12-R6
Certificate ofAuthar&ation#9503 EDITION(2017)FBC NON-HVHZ EVALUATION F"60487116
TRI-BUILT Roof Underlayr6ents,(Soo)516-1485 Revision
Ision 6:0912512017
Page 5 of 6
'RIIN
6 ERD
6. INSTALLATION:
6.1 TRI-BUILT Roof Underlayments shall be installed in accordance-with TRI-BUILT Materials Group, LLC
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-Bu(lt'S/A HT TO Underlayment or Tri-Built Smooth AT S/A
Underlayment:.
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..
6.3.2 Non-Tile avolications:
While priming is optional,TRI-BUILT Materials Group, LLC•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 partto 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-
- � t
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
over valley or ridge. Drape and press sheet into place,working from the center of-the valley or ridge in f
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 the slippage and/or damage to the i.
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.
H. MANUFACTURING PLANTS:
Gulfport,MS
9. QUALITY.AssURANCE ENTITY: j
UL,LLC—QUA9625;($14)578-3406;k.chancellor-@us.ul.com
-END OF EVALUATION REPORT-
Exterior Research and Design,U.C. Evaluation Report A42960.10.12-116
Certificate of Authorization#9503 6'"EDITION(2017).FBC NON-HVHZ EVALUATION F1.16048-116
TRI-BUILT Roof UnderNyments;(800)516-1485 Revision 6:09/25/2017
Page 6 of.6'