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FI-161 49-kL6 Revision Trl-Built Materials Grauer LLC 34hn W. KneZeuichr PE Approved
H+y ry Cataoom; RoofIrLg (9.54)772-6224
SUhcateyory:Urldediayments
*Fyprwed by OaPR-,Ppprovac try D e*ft shall be rtwFm� 9ud raGfed try One PDC ar U!Pethe COmrnlsslon Irilecessary,
ChnLarrlLc Phone. 659--087-1B2-0
The 51abe or Florida IS an AgfEEO employer-{ IGht 29074013 State of Florida,::Prhmcv 5tyUrnent Wyn1j.9tatamant
Undor Klorga Ipm,ornall aoWessw are pubtK A9PPd5_if you d4 n9t want y4UF e-mPil 440Fess r4dmasmd in rexporM to a pu41ic-reeol:s.request,do not send electronic
mail to Lhii m uty.]ratppp,O4mE#tha VR'"qy phone of by bmdrhonal mpd.7r you have arty quest,ns,plmdSA C&MucL SEM-497-1395-*Pursuant to Secwn 455.275(1),
Raride SteiWms,Ckttive Cumber 1,2012,IQniedi lk*rcw!d under Chapter ASS,F.S.must prbeiae the Oepartrnentwith ark ernall address itmey have 4fke-The em ns
provided racy be used Ric dFiciel tummui"Litm with the licensee.Horre++er email addresses aye Public,ecof-j,[h you do not w6h to steeply a pemnal addfess,please
prajAtle the DK arfifre rit with an email address 5N71[h can be made ava aMe to the public.Tc Cewrni a Ih yct,are a nGer Ae undw Chapter 455r F.5,r Fleas@ OIGk zi .
Mduet Approval Acaepta;
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EXTERIOR RESEARCH &DESIGN, I.K.
(r
Certificate of Aijthor�ratian#9503
353 UN IT#13
TRINITY I/ ERD CHRISTIA OXFORD,fCT 0G478
(2031262-!a245
EVALUATION REPORT _
TRI-BUILT Materials Group,LLC Evaluation Report A42960-20.22-R6
PO Box 70 M6048-1136
Rutherford, NJ 07070 Date of Issuance: 10f 25/2012
(800) 516-1485 Revision 6. 09/25/2017
SCOPI*:
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 Bu€lding Code and Florida Building Code, Residential Volume. The
products described herein have been evaluated for compliance with the (it' Edition J2017] Florl;da Building Code
sections noted herein.
Desati 'rtoN: TRI-BUILT Roof Underlayments
I.AsEmQ: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPLIANCE: This Eva luatlon Report is valid until such time as the named products) changes,the referenced
Quality Assurance documentation changes, or grov1sions 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 in complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle_
Ao1+ERTLS,EMENT: The Evaluation Report number preceded by the words grinity]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_
INSPEcnom- Upon request, a copy of this entire Evaluation Report shall be Inrovided to the user by the manufacturer or
its distrihutors and shall de available for inspection at the job site at the request of the building Official,
This Evdluat€on Report consists of pages 1 through 6.
Prepared by:
Robert J.M. Nlerninerl, P.E. The facxsnHrsealaPPeerinexnrPodvttibsnnen,
Plorida Registration No,59166r Florida DCA ANF39$3 =. ,.,,{i : 1` P.E.op DgtL512017.Tlrio-Oa e.st larva as in aA2cbwWcatly:grr_+a
d OSUTR M.
aRTIFICA110N Of INCIRPEN"NCE'
I_ TrinityIERD does not have, nor does it intend to iacquire or will it acquirer a financial into+rest in arty corn parry manufacturing or
distributing products it evaluates_
2. Trinity I ER D is not owned,operated or rwitroirEd Iay a ny company manufactu ring or distri buting products it evaluates.
3, Robert Niernirkan, P.E. does not have nor will acquire, a financial interest in any tom pang manufacturing pr distributlrrg products for
which the evaluati4Dn reports are being Issued.
4. Robert Niemirien, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
5. Thi$ is a bullding code evaluation. Neither Trinity 15R13 nor Robert NlemInenr P.E. are, in arty waVr the Designer of Record for any
project on which this Evaluation Report,or previous verslons thereof, is{was used fvr permitting or design guidance unless retained
spetifiCally fOT that purpose_
��TRINITY'F L D
ROOFING COMPONENT EVALUATION'.
1. scopl::
Product Category: Roofing
Sub-Category: Underlayment
Corpliance Statement: TRI-BUILT Roof Underlayments, as produced by TRI-BUILT Materials Group, LLC, have
demonstrated compliance with the following sections of the 6* Edition (2017) F[orlda Bu[Iding Code through test[ng
In accordance with the following Standards. Compliance is subject to the In5taIIation Requirements and Limitations/
Conditions of Use set forth herein.
2. STANDARD$'.
Section Property Standard Year
1504.3.1 Wirid Resistance FM 4474 2011
1504.3.1 Wind Uplift a 1897 2012
1504.6 Accelerated Weathering ASTM G155 2605
1507.2.4/1507.11, 1507.2.9.2 Physicai Properties ASTM D1970 2015
1507.3.3 Physical Properties FR.5AJTRI April 2012(04-12) 2W
3. REFERENCES:
Ent[N Examination R er nce Date
ERE)�TST6049� Physical Properties $40540.02.13-1 02/19/2013
ERD JS>T�iQ49� Physical Properties $4()$40.11.13 11{29{2013
ERD JST604a� Physical PraperGet S4054D.03-14 43/26/Zb14
EFkD{TST604% Physical Properties S44870.04.14-? 04/02/2014
ERD(TST6049) Physical Properties 544876.04.14-3 04/02/2014
ERD(TST6049) Physical Properties S44870.04-14-1 Q4f 10/2014
ERD(7$Tfi049) Physical Properties $44870.04.14-4 000f2014
ERD{TST6049� Physical Properties S43530.02.14-L-R1 USf14/2024
ERD(TST6049) Physical Properties SR3530.05.14 05/28f2014
ERD(7ST6049) Phoral Prapertles W540.10.14 20/31/2014
ERD(TST6049) Physical Properties SC7645.02.15 02 f 13/2015
ERD(TST6049) Acrelerated Weathering 50520.04.15 05/27/201S
ERD(T5T6049) Wind Resistance SC14045.05.17-R1 06/07/2017
UL,LLC. (QUA9625) Quality Control Multiple-Listing R16914 22/10/2015
UL LLC. (QUA96751 QualltyControl. ServicftConfirmation Exp-07/IV2020
4. PRowu DESCRIPTION:
4.1 Tri-Built Sand-R SA Shingle Underlayment is a self-adher[ng, glass-mat reinforced, sand surfaced, SBS
modified bitumen roof underiayrnent,with a 36-inch sheet width; meets ASTM 1)1970_
4.2 Tri-Built SfA HT TU Underlayment i5 a self-adhering, non-woven polyester fabric surfacedr SBS modified
bitumen roof underlayment; meets ASTIwf D1970 and FRSAJTRr April 2012.
4.3 Tri-Built Smooth HT SfA Underlayment Is a self-adhering, glass-mat reinforced, Film-surfaced, SBS
modified bitumen roof underIayment; meets ASTM D1970.
S. UMlTAT1()N5:
5.1 This is a building code evaluation_ Neither TrinitylERD nar Rubert Niem[nen, 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 Depart i5 not for use in FBC HVH2 jurisdictions,
5.3 Fire Classification is nut part of this Evaluation Report; refer tD current Approved Roofing Materials
Mrectory for fire ratings of this product,
EXMF10F Research and Design,LLC, EUallla[ion Report A42960,1D.12•R6
Certftwe ofAudro&vtian#9.503 6' Eon'Ibn[2017)FRC NON-HVHF EVALUATION F11604M6
TR"MLT Roof Uriderliymsmts;IM101516-" 5 Rewulion e 0 12512Jpl7
Pape z qF 6
TRINITY ERD
5.4 TRl-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
Authorlty Having Jurisdiction far approval based orr this evaIuatlon combined with supporting data for the
prepared roof covering.
s.s Allowable Roof Covers'
TABLE 1: ROOF COVER Dp noN5
Underiayment Asphalt Hail-on-rile Foams-On-rile metal Word Shakes -gate
5frinSle5 &Shingles
Tri-Built Sand-R SA Shingle Yes Na No No Yes _ Yes
Underla ment
C7rl-Bullt S/A HTTU � Yes
Yes Yes Yes Yes Yes
Underlayrnent See 5,5,3
u rn th HT SJA Yes No No Yes Yes Yes
Underlayrnerrt
S.5.1 "Foam-0n Tile" i5 limited to use of the following Approved the adhesives f unberlayment CombinationS-
TABLE IA:AlLOWAISLE TILE ADHESIVE/UNDERLAYMENT COMR114ATIONS L
Adha2 ve Nor Ida Product Approval Underlaymen#s
lLP Adhesives Pplyset°AH-16Q f1_6332 Tri-Built 51A HT TU Underlayrnent
DowTilegondr" FL22525 Tri-Built S/A HTTUUnderlayrnent
5.6 Allowable Substrates'
5,6,1 Direct-Band to Deck:
Tri-Built$and-R SA Shingle Underlaymerrt,Tri-Built SfA HT TU Underlayment or TN-Buie# Smooth HT S/A
Underlaymerrt applied to,
Plywood; ASTM EM primed plywood; OSB; ASTM D41 primed O B; Southern Yellowy Pine; ASTIVI D41
primed Southern Yellow Pine; ASTM D41 primed structural con Crete,
While not required over plywood, CS6 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 hour5. Note;
TRI-BUILT Materials Group, LLC requires tongue-and-groove board decking be rovered with plywood or
OS prior to installation of the self-adhering underiayment,
5.6.2 Bond-to-Insulation;
TO-Built Sand-R SA Shingle Underlaylment, Tri-Bullet S/A HT TU Underlayment or TO-BuTlt Smooth HT S/A
Underlayment applied to:
? Dens De€k Prime; SECU ROC I{Gypsum-Fiber Roof Board-
For installation under mechanically at ached prepared roof coverings, insulation shall by attached per
minimum requirements of the prepared roof covering manufacturev's Product Approval- For installations.
under foam-on the Systems (Tri-Built S/A HT TU Underlayrrlent only), insulation atCBChment Shall be
designed by a qualifled design professional and installed based on testing of the insulation/underlayrnent
system in accordance with FM 4474,Appendix D or TAS 114,Appendix J-
Refer to Tile Monufacturer's or Adhesive Manufa turer',s Florida Product Approval for Overturning Mamerrt Resistvnce Performonce.
Exterior Research and Design,LLC, Evaluation ReportA4Z%Q1D.12-R6
Cedrf erte Of A urW0z&i0A#9503 6' EDrTIOF#{3017}FBC NON-HVHZ EVALtIATI ON FL16D8&R6
Till-BUILT R*O Underl"ftts;[SOD)51&1485 9ew16Wn 6:0912512017
Page 3 of 6
Q'OTRINI'Ty ED
5.6.3 Bnr.d _o MechanlCaIlyAmched Base Layer
'fri-guilt Sand-R SA Shingle Underlayment,Tri-Built$/A HT TU Underlayrnent or Tri-built Smooth HT S/A
Uncteriayfnent applied to,
, 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 the systems (Tri-guilt S/A HT TU
Underlayment only), base layer shall be attached per minimum requirements of FRSA/TRI April 2012 (04-
14
5.6-4 Wind Resistance for Underla meet Ustgrris in Foam-On Tile Application ; FRSA/TRI April 2012 (04-12)
does not address wind uplift resistance of all underlayment systems beneath foam-on the 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/TRt 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 FRSA/TRI April 2012 (04-12), Appendix A,Table 1A or
FBC 1609 for determination of design wind pressures.
#1 Maximum Desl gn Pr ssure=-45.0
Deck; Min. 15/32-inch plywood tin meet project requirements to satisfaction of Authority
Having Jurlsdlction_
Pruner, (Optional)ASTM D41 or RESISTO Ek ERIOR PRIMER
Underlayment; Tri-Bu11t S/A RT TU Underlaymentr self-adhered.
#2 Maximum Design Pressure =-67.5 us ;
Deck, Structural rancrete to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Primer: Soprema Elastocol 600c
Underlayment= Tri-Built S/A 1 T TU Underlayment,self-adhered.
#3 Maximum Design Pressure=-150.0 psF:
Deck-. Min. 15/32-inch APA-raked 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 to remove dust and debris that may inhibit
adhesion. Ali sheathing fasteners shall be driven flush with the surface. All sharp
splinters and wood projedionsshall be rernoved/sanded.
PrJmer- fOptiona1) RESISTO EXTERIOR PRIMER
Underlayment_ Tri-Built S/A HT TU Underlayment, self-adhered, shall be thoroughly roJI using hand
roller andJar weighted roller to ensure there are no voids, and ensure there are no
voids/bridging at side and end-laps-
#4 Ma 'm rn Desi n Pressure=-60.0 f'
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority
Having Jurisd[ct[orl-
Base Sheet= Soprema Sopr" or Modified Sopra-C, mechanically attached with nalls (FBC 1517.5-1)
and tiro raps(FBC 1517.5-2)spaced 6-inch ox. at the 4-inch laps and 6-inch ox. in three,
equally spa€ed rows in the center of the sheet_
Underlayment_ Tri-Built S/A Hfi TU Underlayment,self-adhered.
Ewtgriar Research and Design,LLC- Evaluation Report A42960-10A2-R$
Certiffeaie of Authoriza6un#9503 CT EDITION 12D17}FBC NON.HMHZEVALUATION 11`11.160M-R6
TRI-BULT Red Wderlgymwnts;(SM 516.1455 RCVIsion 6!09f2${2017
Page 4 of 6
TTRINI-ryERD
5.6.4.1 For mechanically attar-hed Base Sheet, the maximum design pressure for the selected assembly shall meet
or exceed that required under FRSAJTRI April 2012(04-22),Appendix A,Table 1A.
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 cfiteria.
Commonly used methods are ANSI/SPRI WD1, FM Loss Preventiont Data Sheet 1-29 2n6 Rooting
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.
53 Exposure Limitations!
Tri-Built Sand-R SA Shingle Underlayment or Tri-Built Smooth I4T 51A UnderlRyment shall not be left
exposed for longer than 30-days after installation
Tri-guilt S/A HT TU Underlayment shall not be left exposed for longer than 180-days after installation.
5.8 Tile Slippage Limitations TA 103 per FRS RI April 2012 04-1 ;
When loading roof tiles on the underlayment in direct-deck the assemblies, the maximum roof slope shall
be as follows. These slope limitations ran only be exceeded by using battens during loading of the roof
ti I es.
TAatk 2: TILE SLIPPAGE LimumnoNS fOR DIRECT-DECK TILE INSTALLATIONS
Underlayment Tile Profile Staging Method MaxIrrlumSlope
- Flat Max. 1c-tile stack 6_12
Lugged Max. 10•tile stack 5:12
Max.10-tile stack(bnttom 2-tlle stag€
shaIIbeinwerted,fol lowed byatileShigh 6;12
on slope,a9 shown he low)
Trl-guilt S/A HT Tll �
ll3,tl�rla+�ment
Lugged
ExterW Re9earch and flesign,LLC. Evalu&NOM Report A42960.10.12-H
Certrwft gAu0mFhn nw6ryMB e�"EDITION(1017)FBC NOrO-HVH2 Eti+A1UAT10N FL16049-RG
TRI-BUILT Root Unclad,' merits;[AM)516-1405 Revision 6;09/15/2017
Page 5 of 6
TRINITY ERD
6. INSTALLATION:
6.1 TRI-BUILT Roof Underlaymerlts 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
speciFlcs noted below_
6.2 Re-fasten any Nose 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 Th-BuTit Sand-R$A Sh irk0e Underla ment Tri-Built 5 A HT TU Underla ment or Tri-Built Smooth HT 5 A
underlayment•
6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 t,nderlayment in FBC Table
1507.1.1 for the type of prepared roof rovering to he installed_
6.3.2 Non-Tile application.=
While prirning is optional, TRI-BUILT MaterlaIs Group, LLC recommends priming the deck if the final roof
cover is not Slated far 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 passible.
Once the entire length of membrane is in placer 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 I}e 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 belowr sealed in accordance with
TRI-BUILT Materials Group, LLC requirements.
When installing at slopes above 8,12, Tttl-BUILT Materials Group, LLC recommends beck-nailing in the
overiap area at the top of the sheet at 12-inch o.c.
For Valleys and Ridges= Cut underlayment into 4 to 6 Foot lengths. Reel the release paper and center sheet
over valley or ridge, Drape and press sheet into place, working from the center of the galley or ridge in
each direction. For valleys, apply the sheet starting at the lowest point and work upward.
6.3.3 Tile Aoin Iications Tri-Built$ A HT TU Underla ment onl ;
Reference is made to FRSA/TRI April 2D12 (04-12) Installation Manual and Table 1 herein, using the
instruct lons noted above as a guideline.
For foam-on the applications,reference Is made to Section 5.6.4 herein for wind resistance limitations that
#all outside the scope of FRWRI April 2012(04-12).
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 file
staging.
7. BUILDING PEP MIT REQUIREMENTS:
As required by the Building OffidaI or Authority Having Jurisdiction in order to properly evaluate the installation of
this product,
S. MANUFACTURING PLANTS:
Gulfport, MS
9. QUALITYAsSURANCE ENTITY,
UL, LLC—QUA9625,(314) 578-34 , k_chanceIIDr a@us.u1.com
-IENDOF EVALUATION REPORT-
fK#erlpr Reseiffdh and design,LLC, Ewpllwtlon Report A429Gb.10.12aC6
£&&Rate of 40g rrzoNon A9W3 5'"EDMOM(2027)FRC NON-HVHt EVALUATION FL160"_06
TR6HUILT Roof Underkyments;lM)5PSAMS. R¢wisian 5;09125fN17
page 6of6