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TO-B IURI; Maitq ia(s Group, 41,c
r
X6dres/Rh6ne/Eirnaih
Rutherfor&,, MUM
—7
(ErOO--Y516 1-495:
;,david:r-ulz@tribulltmg.c-Gm
Authorized Signature
David Ruiz
david.rulz@tribulltmg;com
T icaj-Representative
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"EastlRdthefford, INS 07073
'(201) 842-2449
da.,Y.fd'.'r'u izO, tri bu il trhaf4llallsgirbupl' ddiff
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ndeha�y'ments
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Evaluation Report from 6 Florida
Registered Architect or a Licensed
Plorida'Prdfesslohzil'Engiheer
-Evaluation' Report - Hardcopy
Received
Florida Engineer or Architect Narqe who developed Robert Nieminen
the Evaluation Report
f3orjda,jjcense pE759156
.Quality Assuranca-Entity U L"LLC
.Quality AS;� Cbntract...Fx.O.t.rabon "Date )07/,18/2020
Validated By John W.'Knezevich, PE
Certificate of Independence
Ref,er,enced,Stan,dar,d,.kp,d,.:YeK,.'(of., Skafvdafd),
11 Validation.Checklist:- Hardoopy Received'
FL16046 R6 COI 2017 01 COI Nleminen.pdf
AST-M 019716-
AS-WK-G1;55 -
FM 4474
-FRSA/TRI-Aprjl-2012-;(04-12,)
UL 1897
X MM.
2-CA5-
2005
2011
201'2
2012
'1. of-2 3/17/2018, 7:39 A-M
Florida Building Code Online
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https://www.floridaliuilding,org/pr/pi_app_dtl;aspx?param=wGEVX...
Equivalence of Product Standards
CeOied.8y
Sections -from the. Code.
Product -Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
FL PA'
Limits. of Use
Approved'for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Desigrti Pressurfm +N/A/-150.
�fiis�e 1.yThe design..pressure noted`h
of foamromtile systems overtop, the self-
Underlayment for one particular applicati
,5:6A for details: 2.)'Refer to ER Section
Method 1 Option D
0.9/25/2017
10/OIJ2017
10/0312017
12/12/2017
Name I Descriptiow
Installation Instructions
FL16048 R6 II 2017 09 FINAL ER TRI-
BUILT UNDERLAYMENTS FL16048-R6.pdf
Verified By: Robert Nieminen PE-59166
Created'by Tndepenclenf ffiird'15arty: Yes
eimpertains to vise
Evaluations.Reports
Jhering
FL16048 R6 AE 2017 09 FINAL ER TRI-
i. See ER Section
BUILT UNDERLAYMENTS FL16048-R6.pdf
for.other Limits of
Created-by'.1 dependentThlyd'Party. Yes
E k Na-t
Caotaamis-: 2601.,'BFair Stan cad:.,Tallahassii,F 3 3 9, Phone:.890=487�1824
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2 of 2 3/f7/2018, 7:39 AN
�" 1
QOTR1N1*ERD
TRI-BUILT Materials Group, LLC
PO Box 70
Rutherford, NJ07070
(800) 516-1485
alBz?JORRIEARCI-I & DESIGN, LLCi
tartificate of Authorization #f9503
353 CHRISl1AN SITEEf, UNIT#13
OXFORD, CT 06478
(203) 262-9245
This Evaluation Report is issued under Rule 61MO-3 and the applicable rules and regulations governing the use of
construction materials in the gate of Florida. The documentation submitted has been reviewed by Fbbert Nieminen,
RE for use of the rnrnrrh iie4 [inner the Florida Building (ode wnrrll Pnrlrin D dirling (ode PmeirJential \/hh ime The
products described herein have been evaluated for compliance with the 6th Edition (2017) Florida Building Code
mctionsnoted herein.
I
_ • :: • , : TRi'8�1 • o n er, airmen. �s
LABBJNa Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
CON11NU®COMPuANcE This Evaluation Fbport isval d until such time asthe 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 Fbport by the named client constitutes agreement to notify Fbbert Nieminen, RE if the product
changes or the referenced Quality Assurance documentation changes. Trinity) 8;D requires a complete review of this
Evaluation Report relative to updated Code requirementswith each Code Circle.
Aw nam r. The Evaluation Peport number preceded by the words "Trinity) B;D EvaluaE@" may be displayed -in
advertising literature. If any_portion of the Evaluation Report is displayed, then it shall be done in its entirety.
INS:EMON: 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 Fbport consists of pages through,6.
Prepared by:
Robert J.M. Nieminen, RE
Rorida Ibgistration No. 59166, Rorida DCAANE1983
The facsimile seal aopearingwas authoria:d by Fobert Keminen,
P.Eon09/25/2017. This does not serve as an electronically signed
doaiment.
CgTnnca710N OFINCIFENDBJCE
1. Trinity) MD 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[ B;D is not owned, operated or controlled by'any company manufacturing or distributing products it evaluates
3. Fbbert Nieminen, RE does not have nor will acquire, a financial interest in any company manufacturing or distributing products#or
which the evaluation reports are being issued.
4, Fbbert Nieminen, RE 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) EF;D nor Fbbert Nieminen, RE are, in any way, the Designer of FL -cord for any
project on which this Evaluation R--port, or previousversions thereof, istwas used for permitting or design guidance unless retained
specifically for that purpose.
r
TRINITY J ERD
ROORNG CbM PONENT L /AWAMON:
i . SMrE
Product Category: Pbofing
SLb-Category: Underlayment
Compliance Statement: TIC -BUILT Roof Unde ilayments, as produced by TRI-BUILT Materials Group, LLC, have
demonstrated compliancewith the following sections of the 6�h Edition (2017) Florida Building Code through testing
in accordance with the following Standards. Compliance issubjec t to the Installation Pbquirementsand Limitations/
Conditions of Use set forth herein. I
2. STANDARDS
Section Property i / Standard Year
1504.3.1 Wind Pesistagoe FM 4474 2011
19A.3.1 Wind Uplift � UL1897 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 FRS4/TRI April 2012 (04-12) 2012
3. FeumC s i
Entity Examination Reference Date
E D(TSM049) Physical Properties S40540.02.13-1 02/19/2013
ERD(TST6049) Physical Properties SI0540.11.13 11/19/2013
BFD (TST6049) Physical Properties SE40540.03.14 03/26/2014
EFUOST6049) Physical Properties S44870.04.14-2 04/02/2014
BTD flTSM049) Physical Properties S44870.04.14-3 04/02/2014
HRD(TSM049) Physical Properties S44870.04.14-1 04/10/2014
B'D(TST6049) Physical Properties S44870.04.14-1 04/10/2014
BRD(TSM049) Physical Properties S43530.02.14-1-R1 05/14/2014
BFD(TST6049) Physical Properties SI3530.05.14 05/28/2014
BFD(TSM049) Physical Properties SI0540.10.14 10/31/2014
EFD(TSM049) Physical Properties SC7645.02.15 02/13/2015
9RD(TST6049) Accelerated Weathering 9D3520.04.15 05/27/2015
EFU OSF6049) Wind Fesistance 9 ;14045.05.17-R1 06/ 07/2017
UL, LLG (QUA9625) Quad ityControl Multiple-ListingR16814 12/10/2015
UL, LLG (QUA9625) Quality Control SarvioeOmfirmation Exp.07/1812020
4. PRoDUcf IDEB:RPTiom
4.1 Tri-Built 83nd-R Sq Shingle Underlayment is a self -adhering, glass -mat reinforced, sand -surfaced, 93S
modified bitumen roof underlayment, with a 36-inch sheet width; meetsASTM D1970.
4. Tri-Built S' FiT Underlaymerrt is a self -adhering, non -woven Ipolyester fabric surfaced, SBS modified
bitumen roof underlayment; meetsASTM D1970 and PFENTRI April 2012.
4.3 Tri-Built Snooth HT SA Underlayment is a self -adhering, glass -mat reinforced, film -surfaced, S3S
modified bitumen roof underlayment; meetsASTM D1970.
I
5. LIMITATIONS
5.1 This is a building code evaluation. Neither Trinity) B:U nor Fbbert Nieminen, RE are, in any way, the
Designer of FL -cord for any project on which this Evaluation Pbport, or previous versions thereof, is/was
used for permitting or design guidance unlessretained specificallyfor that purpose.
5.2 This EvaluationPoportisnotforuseinFBCF-M-IZjurisdictions.
5.3 Fire Classification is not part of this Evaluation Pbport; refer to current Approved Fbofing Materials
Directory for fire ratingsof thisproduct.
Exterior Rwarch and Design, LLG Evaluation Ieport A42960,10.12-M
Certificate of Authorization #9503 61H EDITION (2017) PBCNON-HVI QE IALUAMON R-16048-M
TR-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017
Page 2 of 6
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 Fbof Covers:
TABLIE1: RDOFaM3tOPPONS
Underlaymeht
Asphalt
Nail On Tile
Foam -On Tile
Wood Shakes .
Sate
Shingles
,
mum,
& Shingles
Tri-Built Sind-R,%af de
Yes
i NoNoNo
Yes
Yes
Underlayment
Yes
I Yes
Yes
Yes
Yes
Un 1 ; ent
%e 5.5.1
Tri-Built Smooth HTSA
Yes
No
No
Yes
Yes
Yes
Underlayment
5.5.1 "Foam -On Tile" i `' i[@ MLbLof I' I lowing Approved N ad ' �underlayment combinations.
TABLEIA:ALLOWABLETiLEADH®vE/ UND9:ZLAYMENT 03MBINATION9
Adhesive
Rorida Product Approval
I Underlayments
ICPAdhesivesPolyset®AH-160
FL6332
Tri-Built &A HTTU Underlayment
DowTileBondTM
R22525
Tri-Built SA FIT TU Underlayment
I
5.6 Allowable Substrates:
5.6.1 Direct -Bond to Deck:
Tri-Built Sand -RSA Shingle Underlayment, Tri-Built SA FITTU Underlayment or TI l Built booth !-11 v A
Underlayment applied to:
El Rywood; ASTM D41 primed plywood; OS3; ASTM D41 primed 053; Southern Yellow Pine; ASTM D41
primed Southern Yellow Rne; ASTM D41 primed structural concrete.
While not required over plywood, i053or Southern Yellow Pine substrates, TRI-BUILTMaterials Group,.,LLC
recommends priming the deck if1the final roof cover is not slated for installation within 24 hours. Note:
TRI-BUILT Materials Group, LLCirequires tongue -and -groove board decking be covered with plywood or
O53 prior to installation of the self -adhering underlayment.
5.6.2 Bond -to -Insulation:
Tri-Built Sand -RSA Shingle Underlayment, Tri-Built JA HFTU Underlayment or Tri-Built Smooth HT SA
Underlayment applied to: I
r7,11 Dens Deck Prime; ffiWFCCK Gypsum -Fiber Ibof Board.
For installation under mechanically attached prepared roof coverings, insulation shall 'be attached per
minimum requiremen t' f IM p"repared roof covering manufacUer' oducmpproval. For inMaMn rF
under foam -on tile systems (Tri-Built SA FT TU Underlayment only), insulation attachment shall be
cllecionw I by n of inlifiarl Ancinr) nrofc�,ional and installed based on testing of the in-ol'ation/underlayment
.may....,. � .,, y..,�....... may. r ..� .. �.
system in accordancewith FM 4,474, Appendix D or TAS114, Appendixd
I
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Pefer to Tile Manufacturer's or Adhesive Manufacturer's Rorida Product Approval for Overturning Moment Pedstance Performance.
Exterior Pesearch and Design, LLC i Evaluation Feport A42960.10.12-F;6
Certificate of Authorization #9503 6EDITION (2017) FBCNON-M/I-IMIAWATION R-16048-M
TRI-BUILTFbof Underlayments; (800) 516-1485 Revision 6: 09/25/2017
Page 3 of 6
\t TRINITY I ERD
5.6.3 Bond to Mechanically Attached Base Layer:
Tri-Built Sand=RSA giinate lfnder'lavment; Tri-Built SIA HTTU Underlayfent or Tri-Built Smooth HT&A
Underlayment applied to:
t ASTM D226, Type I or II felt. iattached
For installations under mechanically prepared roof coverings, base layer shall be attached.per
minimum codified requirements. For installations under foam -on tile systems (Tri-Built SA HT TU
Underlayment only), base layer shalllbe attached per minimum requirements of FRSA/TR April 2012.(04-
12).
5.6.4 Wind Pbsistance for Underlayment A! Istems.in.Foam-On ..Tile Applications: .IFFENTRI 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 FRSaJTR 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 FBC1504.9 has already been applied). Peferto FRSNTRI April 2012 (04-12), Appendix A, Table IA or
FBC1609 for determination of design wind pressures.
#1 Maximum Design Pressure = -45.0 bsf:
Deck: Min. 15/32-inch; plywood to meet project requirements to satisfaction of Authority
Having Jurisdiction.
Primer: (Optional) ASTM D41 or FE9STO D rB:RlORPRMIR
Underlayment: Tri-Built SSA HTTU Underlayment, self -adhered.
#2 Maximum Design Pressure=-67.5psf:
Deck: Sructural concrete to meet .project requirements to satisfaction of Authority Having
Jurisdiction.
Primer: SbpremaHastocol600c
Underlayment: Tri-Built SSA HTTU Underlayment, self -adhered.
#3 Maximum Design Pressure=-150.0 psf:
Deck: Min. 15/32-i n� ch APA-rated BCC plywood (may be installed C-side up) to meet project
requirementsto satisfaction of Authority Having Jurisdiction.
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
splintersand wood projections shall be removed/sanded.
Primer: (Optional):F�BSM.BGMORPFdkU ER
Underlayment: Tri-Built SA 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 nsf:
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority
Having Jurisdiction.
Base Sleet: Soprema Apra-G or Modified Supra-G mechanically attached with nails (FBC 1517.5.1)
and tin caps (F6C1517,5.2) Spoken 6 rich o.c,'a# the 4'ini h lapsand 6-inch o,c, in three;
equally spaced rows in the center of the sheet.
Underlayment: Tri-Built SSA HTTU Underlayment, self -adhered.
Exterior FLsearch and Design, LLC Evaluation Report A42960.10.12-P6
Certificate of Authorization #9503 6'" EDITION (2017) FBCNON-M/I ZBtAWAmN R16048-F6
IA-BUILTFmof Underlayments; (800) 516-1485 Revision 6: 09/25/2017
Page 4 of 6
5.6.4.1 Fbr mechanically attached Base
or -exceed -that required under F
Alternatively, the maximum de
design pressure determined in
attachment density designed b
•Commonly used methods are
Application Standard MS 117.
Sact ion 2.2.10.1 of FM Loss PreN
5.7 Exposure Limitations:
._
Ti i-omit ern-❑-R �,,, , Siiiigie ui
exposed for longer than 30-day"l
Tri Built 5A HTTU Under layrn
5.8 Tile-SippaaeUmitations(TAS1C
��-,! TRINITY ERD
eet, the ma)amum design pressure for the selected assembly shall meet
W TR-April 2012 (04-12), Appendix A, Table 1A.
1n pressure for the selected assembly shall meet or exceed the Zone 1
:cordance with FBC 1609. In this case, Zones 2 and 3 shall employ an
a qualified design professional to resist the elevated pressure criteria.
WSl/SPIRT WD1, FM loss Prevention Data. Sheet 1-29 and Roofing
Assemblies marked with an asterisk" carry the limitations set forth in
ntion Data Street 1-29 (January 2016) for Zone 213 enhancements
aeidyrneni or Tri-Built Smooth i iT SA Underiayment shall not be left
after installation
it shall not be left exposed for longer than 180-days after installation.
When loading roof tiles on the underlayment in direct -deck the 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. ,
TABLE2: TILEBJPPAGELim iwiONSFORDiR3:7-DBxTILEINSrAuAl10NS
Underiayment
1 Tile Profile
Staging Method
Maximum
Slope
Rat
Max 10-tilestack
B;12
Lugged
Max. 10-tile stack
512
Max 10-tile stack (bottom 24ile stack
shall be inverted, followed by 8tiles high
6:12
on slope, asshown.below)
Tri-PAjiltSAHTTU..'-
Underlayment
Lugged
i
Exterior F bsearch and Design, LLC
Certificate of Authorization #.r9503
I
I
i
e ED-nC (2017) FBCNON-HVI IZE/AWA'nON
I TR-BUILTIeof Underlayments; (800) 516-1485
Evaluation Report A42950.10.12-M
R-16048-M
Revision 6: 09/ 2512017
Page 5 of 6
I -
=' BUILT
INSrAUATION: eats shall be installed in accordance with �- iotl
TPo-BUILT Roof Underlaym, to. the.tj►7►itations set forth in S;et
- 6.1 uirernents subject
published installatlon.: req.;..
for protruding nail heads. SNeeP the substrate i
spedf cs'nofeit beIcW-- if a liable).
f�-fasten any loose decking panels, an d check ition and prime the substrate ( pP
6.2 dust and debris prior t aP
to remove any TU Underla ment or Tri-Built Smooth I-ff
6.3 aa.;nd-RS4 Shin le Underla ment Tri-Built J A HT ent in FBC Table
t Underl�v D1970 underlaym
. Hance with the requirements for �ASTM
6.31 Shall be installed in Comp aced roof covering to be installed.
1507:1.1 for the type of .prep
wa;a.a
tao„ Tile�piaticat`ans LLC recommends priming the deck if the final roof
While priming is optional, TRI-BUILT Materials Group, eel bade the first 3
cover is not slated for installation within 24�h rs.
opmately 1oft of membrane and p
pby4Fa41'et € rtFiic ofiedga i
release film. membrane as far as possjble.
`d part to -the substrate and unroll.theremainipg film diagonally while holding the
N° ;.>> Adheretheexp peel -off the release
4-- h of membrane is in place,
Once the entire length roll:fjtoom or hand=pressthe membrane into place to achieve a bond.
membrane t:igltit . Rrrnly;
the course below, sealed in accordance with
I-lorizontal seam
s should, be minimum 3-inches, configuredn o shed water• Vertical seams should e -
inches and staggered not less thah 2 ft from vertical seams i in the
LLCrequirements. ll_C recommends bade nailing
TR-BUILT Materials Group, BUILT Materials Group,
When installing at slopes above 8:12, TRI-
overlap area at the top of the sheet at 12-inch o.c. paper and.oeriter sheet
ForValleys and F�d9� Lit underlaYment into 4 to 6 #ooWlengths- romlthe centteerr of he valley or ridge in
e and press sheet into place, oint and work upward.
over valley or ridge. Drag I P he �� starting at
lowest.p
9
each direction. Tyr valleys,, apply Underla ment only)using: he
6.3.3 Tile lications Tri-Built NTA pril 2012 (04 12) installation Manuak_and:Table 1 herein,
L�ference is made to FRSgI
instructions noted above asa guideline.
applications, reference is made to action 5.6.4 herein for wind resistance limitationsth
at
For foam -on file cope of FRSATRI April 2012 (04-12). andl:or damage to, the
fall outside the scope prevents --the slippage
Tile shall be loaded and caged in a manner that . rials Q oup, LLCpublished requirements for file
underlayment: See Table 2 herein, and TRI-BUILT Mater
staging:
IT 1MUI.FiEB4properly evaluate the installation of
7. required bLDING Pff y the Building pffidal or'Authority Laving Jurisdiction in order top p Y
As i
this product. i
8. MANUFACWFaNGPIANTS
Gulfport, MS
9. .flt�Atlfi�'AiVCEH�►T�':
UL, LL,C—QUA9625; (314) 578-3406; k.chancellor@us.ul.com
- BID OF B/AWATION FtPORT-
I
i
Evaluation Import A429601 042-
6�" ®I11ON (2017) MCNON-WHMAUJABON I�vi§on.6:.0912512017
Exterior Researd� and pesign, U � page 6 of 6
Certificate of Authorization R9503 ;,Rajlu Fmof Underlayments; (800) 516 1485
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