HomeMy WebLinkAboutTriBuilt_Smooth_HT (1). Is
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AkpiQl MiCatvD11 St3 m Approved
cornnmnts
fTWucl: Mankjfa<�Urrerl Tn-ULkl[ Matenats group. LL
ldreW P ho nE a it PC Box 70
Rutherford, NJ 07070
(NO) 516-1485
d&vW. tvLz 0trMbu II#rngXom
Avthor,zx�d S rgr+atut`+e David Aulz
da.rubzOtMbuI".cO1rn
Tmm:l Represe David RuIz
s Ewer I
VFW
Ujp�
tape 1 4 do00h� T
-C Q++RaCt �" OCIS Sam K" v sd� I
A6dmWPhonefEmad 250 Route 17 No
East Rutherford, NU 07073
(201) 042-w 7 4 4 9
david .ruUtribullt mate rial rou p. cor'1r1
Q ua I rty Assu rance Rep�sentative
Aid reWPne,/ Email
Caked RooFing
5utegoryr U rideflayments i
Comp Ise nCe Me thod Erg l u a tiOn Report from a Florida RegMered Architect of 8 Ucensed f�orda
PrOessional ENIneer
Evaluation Report - HardcOpy RemIv
FIorda Eraneer or A itect Naniv who developed the Robert NEeminen
E valu at�on Report
Florida Lice nse
Q ua lity Assurar+C* E-nUtY
Qu Wity Assu Cop cC Ex plradOn Da Le
Validated 8y
Certificate of lndependence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
CertlfPed By
Sectio ns fram the Code
PE - S9 166
UL LLC
07/18/2020
John W. Knezevich, P£
** validation Checklist - Nardpy Received
�s�a�rz:■:r=•�•�r��������K•�■arty. � ..i�
ATM D19?0
ASTM G 155
FBI 4474
FRSAfTFtl April 2012 (04-12)
UL 1897
Year
2015
2005
2011
J
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TRINITY � Ego
E RIOR RESEARCH & DESIGN,, LLC*
Certificate of A u thorao tion t19503
353 CHRISTIAN STREET, UNIT #13
OXFORD, CT 06478
(203) 262-9245
EVALUATION REPORT
TRI.-PBUILT materials Group, L Evaluation Report A42960.20,12wR]6
PO Box 70 FL1 6048-Ft 6
Rutherford, NJ 07070 date of Issuance: 10/25/2012
(am) S16=1485 Revision fi: 09/25/2017
SCOPE:
This EvaluatJon Report is is -sued under Rule 61G20*3 and the applicable rules
construction materials in the
and regulations governing the use of
s been reviewed by Robert Nieminen,
PE. for use ofthe product under the Florida Building Cade and Florida Building Code, Residential.Volume, The
producu described herein have been evaluated for compliance with the 6`4 Edition (2017): Florida Building Qkle
sections noted herein.
State of Florida. The documentation submitted ha
DESCRI aN am TR In-BU ILT Roof Underl ayments ..
LABEura.: Labeling shall he in accordance with the requirements the Accredited [duality Assurance Agency noted
herein.
COWZNUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s changes, the rererencea
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 Nlem-ilnen,, PPE. if the product
chanties or the referenced 01 ality Assurance documentation chances. Tri nity I ERD requires a complete review of this
EvalUation Report relative to updated Code requirements with each Cade Cycle.
'6
AvnFMS-EPAEPfT. the Evaluation Report number preceded by the words'TrinityJERa Evaluated" may be displayed in
adveRising literature. If any portion of the Evaluatikepartions displayed, then it shall be done in its entirety.
1pospEcTiopc.- Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or
its distir-butors and shall be available forinspection at the jab site at the request of the Building Official..
This Evaluation R e po nt consists of p a ge s I t hro ugh 6.
Prepared by:
ob;dri" 1TI
+. ir
�% mm;;
f Ar0- +
M �*AF
W t� 46 1 db i
i 'W
iir
� dr
��is
Robert J.M.Nieminer, P.E.
Florida Registrabon No. 59166,. Floreda DCA ANE190
C&OWATMIHV#1DLWa.-E:
J., TrinftylEAD does not have, not, does It intend to acquire or will It acquirer a finandal Interest in any company manufacturing or
&striburting prc�ducts d evaluates.
2. Trir. rI E Ft D i3 not avwned.. operated or control led by and r_ornpany manufac#urlng or dist r I b uting prod uIt erralua ies.
I Rost N *i" n, P.E. domes nc�t h ;a ve nor wiT1 a cqui re, a fp na n al Interest i n any co mpany rna -n ufa cturing or distrobijbing products for
wh+th the. eva repo r'ts are being Issued_
4. ftotw.rl N+eminen, P.L dbes rat have, "r will acquire., a financial Interest in any other entRy invoNed In the approval prcKevs of the
product -
S. ;s is buTfdrmg i
���� a�lu�ton. Ned h er Trinity I ERA nor Ftabe rt N iem In e n, P,E. are, in a ny way, the Designe r of R eco fir anV
proiecton +�t�ich is Eva Ju ation A eport, or p reviou s verslons thereof, i-s/+rya s used for perm ittIng or deSIR A guidance unless retafned
specificafly for that purpow
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TRINITYIERD
RW FING C 0 M PO JY E NT EVALUanoti:
II SCOPE. _
Prodwt Category:
Roofing
Su b- te gory! Underlaymentio
ComplIance Statement,* TRi-BUILT Roof Underlayments, as produced by TRIwBUILT Materials Group. LLC, have
demonstrated compliance with the following sections of the 6"' Edition (2017) Florida Building Code through testing
in accordance with the following Standards. Compliance is subject to the Instaliation Requirements and limitations �
Conditions of Use set forth herein.
2. STANDARDS.
h
S.
Section
1504-31
1504-3.1
1504.6
1-507-2.4 / 1507.1-blo 1507.2.,9.2
15G7.3,3
REFERENCES:
E ryt�
ERD
MT60491
E RD
(TST60491
ERD
(TST6049)
E RD
(TST604 9)
ERD
(TST6049)
f RD
(TST 6049)
E R 0
(TST 604 9)
E RD
{T5'f6pdg}
ERD
E0491
ERD
(TST6049)
E RD
(TSTEOD49)
ERD
(nT60491
ERD (TST6D49)
U to UC. (QUA96ZS)
UL., LLC. (QUA9625)
PRODUCT DESCRIPT10N..a
PropenV
Wind Resfstan-ce
Wind Uplift
Accelerated Weathering
Physical Properties
Physical Properties
ExaminatIon
P h yw"'cal
P ro Pe rt ie s
Physical
Propemes
P h YsIcal
Pro Pe rt'l es
Physical
Properties
Physical
Propen-w-S
P hy s'ca I
Pr op e rt -1 es
Physical
Properties
Phys i I
Pro pert ies
P hysica I
Prope rt ieS
Physical
Properties
Physica I
Properties
Ac ce lera ted Wea thering
bind Resistance
Qua I ity Control
Qua 10 Control
Standard
Year
FM 4474
2011
UL 1997
2012
ASTM G155
2005
ASTM D1,970
2015
FRSAITRI April 20.12 (04-12) 2012
Re f eire n ce
292
54-0540,02..13-1
02/19/2013
S405401.11,13
11/19/2013
S40540.03,14
03/26/2014
W-870-04-14-2
04/02/2014
544870..04-14-3
04/02/2014
544870..04.14-1
04/10/2014
544870.04..14-4
04110/20-14
S43530dO214-1-Rl
05/14/2014
S43530-05-F14
0-5/28/2014
S40540..10..14
10/31/2014
SC 7FA 5,02. 15
02/13/2015
SCRS 2 0,04. 1 S
OS/27/2015
SC I 4045.OS. 17- R 1
06/07/2017
Multiple -Casting R16814
12.11012015
Service Confirmation
E x P - 07/19/2 020
J5 -41 Sri -Built Sand-R SAShin le Underla rent is a self-adherin& glass -mat reinfoF��-5 Fac edSB
modified bitu men roof Underlavment, with a 36-inch sheet wIdtf'1, meets ASTm 0197()+
4.2 Tri-Built
S/A
HT TU Underlayment
is a self -adhering, non -waxen polyester fabric surfaced, S9S modified
bitumen
roof
underlaymeni;
meets
ASTM D1970 and FR5A/-TRI April 2012,.-
43 Trfa-&Alt 5muath 14T SIA Underls ent is a self -adhering, glass -mat rcinforreci, film -cur -fated, 5BS
modified bitumen roof underlayment; meets ASTM D1970-M
umffAnoms:
S.1This 1 � building ���� �V��U��IC��1. ��thef Trinity I ERD nor Robert NleminenP.E. are, in a11y way, the
Desioner of Record for any pro"
���� �f1 f'11��1 ��1�► �V�����I�� ����f"�, �f p��1�101Js versions thereof, IS/was
used for permitting or design g�,idance unless retalned sper-ificalMy for that purpose-
5.2 This Evaluation Report i's not for use in FBA HVHZ Jun-sclictions.,
5.3 FireClass'ficat"oniI�S �'I�� �� �� ����i �Y� �4J��10�'I ����f�t f���� ��? CIJ ���I"1� ��f�Y�� �O��li��, ��f�al
Directory for fire ratings of this product_
E mi er ioc U @*e-ar i h & n rt De s ign,, L
Cerf#kutir of fiufhonrarton 09SO3
6"" EDITION f2l) 171 F6{ N ON . 14V HZ FVAL UAT10N
TRI-SUILT Roof UIrL5VMrl�ymerts; (AW) $16-1485
EvskustMon Report A41960.I.JCLJJ-Rfi
F 4 i 604& R 6
Pap 2 of 6
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TRIN ERD
5.4 TRJ�waUiLT Roof Underiayments may he used with any prepared roof [over where the prodtoft is
specifically refe+ented w+ti+in FBC approval docuffwts. If not Inted, a tr4+.est may ht made to tht
Authority F. aving J u nSdiCtx:Fn for ayprvrral based on this evaluation [om6ined with su pporting ta for the
prepared row rnven rg.
55 Afliowable Roof Covers:
cif Sff oyz...-;k HT S/AA
55.] 'Foam-On Tilee is limited to use of the fol b wmg Apq ro wed rile adhes+ves / urrderiayment combinations
.
5A.1,jo
A] 1cwa bi e Su bstr a r es -0
T"ulh Sand-R SA Shingle Undertayment, 76--Buitt S
Underi,ayment applied to:
/A MTL! Underiayrtstrrt o' Tri-Built Smooth Hi SSA
PNwood- ASTM D41 pnmed pqwood- 058- ASTM D41 pnmed OSB; Sm&oern Yekw Pine; ASTM D41
prmied So uthe rn Yellow Pine; ASTM D41 pruned srmciurat tonuer.Q.
While not ►eRuired wer plywood, OS 8 ac Umthem Yenow Pine substrates,. TR&*MT Materia Is Group, LLC
prim+ng the deck iffhe f�rt2f root crnrer is rrot sated ForrnsWltatian within 34 ho�r5_ "em-
rnia_nds
TR1-8li1LT Materials Group, LLC requires tonRue-and-grocve board decking be tavered with plywood or
Os 0 POW LD ir_r
.;.allaaan of the self- adhering underiayment
5...6.2 Hard-ttrins tiom
T"u i ft in d - R SA Shingle U n d erfayrn e nt, TA- B u i ft S/A W TU U nd erlaym e n t of TnL B u 41 Smc*th KT S/A
Underlaymeffit applied TO:
i Dens Deck P e., S E CU RGCX Gypsu, m.,.f ibe r Roof board.
For insull.a. under me6anicalfy attached prepared raa# coverings, insaiaUon sF+at! be attached per
minimum requirenents of tine prepared roof oven ng Ma nuR�Dd�Ct Apprav3L For inSWliaciorts
under foam -on file systems (Trt-LBuift SSA HT TU UnderiaYmeat ony), insulation aitxhmeni stwN be
designed by a quarrfied des
jgn priDfess' nal and installed based an iesbrg of the imlat"f
/undefiaynvM
system in accordance with FM A474, Appendix D or TA5 114, Appendix J
� Reef to �+�e .+ �.�+�� xrr�c,�s ar Adhesiw Manuactur s Fkrida Pr ApprDWi fCw OWMOIuV A$Wvn I ReswarKr F r1CWC+
Erte+irw Rewarch =/C*siqr.,,
CertrficvW of Autt*orUatiw t9503
6--d EOfridIM 12017) F1C M0w41VFQ £VAi11ATrDN
TR4IALT plod UrdWlaYsr*nft: f X101 S 1&1M
I - &129i4Z .. - Ir - 9%NMEEL . I
FU644&4Vz
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I KI-INITY FRD.,
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• '+"*�^ ►v►V �iMl�lM�1{3 %W"ftt k)4m% ,rt l+it WOOM VA MT TU
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tir! �lt k1wrt� eft qR t�! Ia�d"tl+. It* Mil.
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�::�+�r�+s*�t �Carss that acre n x �i�iN�stili in p�1�111 Agri .`�►t: {�+ 11� ��.� +M+� urr.1 �ti hrMre,an e,�lr
^Nv%stm1� iNiMMe'NKN �7ls�N i4M�If! � If►d Ay111! �1 t'A.t�a*� h+f WI1M! 1%'Nhj �r�F.1�M,s` lua�►i .M�
NO 1*4 kq,4#ft i�r�) r�ritrti th! 11hIPM1lh pss�1►� p+�l►!* �3ia��1e.1 t•� ! �T�r ! t►► 1 ItisfRln .►1 �aMfy
P� FK1 I%" haa Akt4dV Ohs xmv+rglj. RMw to "M" " 20 14? gar .11) +4vwodi► k I •c* I -A V
RAC HO! ►►•� �iet�n^�rr+stnr �f wn wnnl Prmu�,
CkNA. ft IV32 h%%,j*kArV4jj"t$ to %4jjqjj%LjkM Qj j%Ukh%%"tV
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unoquvnwl�: Tt*-IWM SIA 14T Tt I 004-0-fuyl sal 0.11►F�r.t
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kjrt%k�kj I L L I j.qqj
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� M-aft1lIItl'Ca�tlt�'rr::�{�i'15440R:�:
D*%A Marl.15/32•at,r�h •t�• ti�st�S AICx Pj�,..►�ri I ma� M 1110,1a1ia� UP) ea WOW t►e►�►e�t
I+tqw!lfTd4tlxtgSib *liC11tWi & Ni A thot i t V I 4#V" JU I i % &I t%, 1 tim,
Deck ProWatIon', Ptr*ood xMll bo thormilthk t I" to rrrrit,�w -dktst *nd d o tv u t h A I may i nhi ha
d he0on% All th *stb w& fativir r % shal i tv d i i-vw flu sh vrlth i lio a All h s+y+
w l'int*n and wdoel ProWt i on shag be mn +mvdhw m d od
P,kw (Dpbwa 11 RESIST-o I m I R1 OR I'RIMEA
UnftUyp*nt%% TK4hift SIA N T TU U reftrlayii ve n t, fllF*AdhptMci, 141) a11 hr t I i o4 %) ujiti IV rolt u0ne hand
roMlr rj.�rtulrrtea�whro�r r�►l;tod
v at3e/6nttwiat side' and *nJ I APL
ftsr' heet
qoel i%m hew.000 " 000pi 11
A udWwftg him r9j4J
Rif.
Mfn, 19112 iilih p4�FX%1010d tO R1tVf P I kllftt I I•t i u i t efllom) 1) W utbiatot ion of A%i I 1h t %+ply
Having )takdIrtion.
S%,%vt rm.► Soslij a G a Mod Med COp 1 *43 ow,,kaiiit alty all.lt h-r;1 vAh no
And tips if 1JC IS IT
R5.2) -sEiat rd 6 1 tiO it tM A�itil►laps and 6rQually Wairtd IMIMMS r.R In tht f 1WT Of %he .heot
T rf- Built SJA HT TU Undorisyment. .41 11 a4fAr+rsI
6 r4naly 1" 171 IM Nk A 11VIO I VAI kiAl I
"mo" Owl 91104"
Ol I I lk Vot I ?.h L I I
inch WC In 1-hr9s,
1 61 Ftw A 4 J*P% I j ito
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\JTRIN-ITYIERD
5,-6A.! For merhanicaily at[arfied Bass Sheet, the maatimum des'g►7 Preswre for the selected assembly shaft meet
or exceed that required under FRSAfTR I Apr112 012 (04-12).- Appendix A,. Ta ble Lk,
Alternatively, the maximum design pressure �:.�r the selected assembly sha>> meet or esceea the Zone 1
design Pressure determineld in accordance with FBC 2W9. In this case, Zones 2 and 3 skall employ an
attachmert density designed by a quakfied design professional to resist the ®reated vressure criteria
Comawnty used methods are ANS$/SPRI WV1, FM s Prevention Data Sheet 1-219 and Ro*fing
Apprication Standard RAS 127. Assemblies marked with an asterisk` carry the IimRatians set forth Fr
Secbcm 2-2-101 of FM L.osa Prevention Data Sheet 1-* () anuary 20 I6) for Zone 2/3 enhancements.
5.7 E xmure Li rn itatJ 0 n S I
T"WRI Sandw-R SA Shingle U-nderlayment or Tri-Sulft Smo MY S/A Underlayment shall not be left
exposed for lo n g ;,.% r than 30�-d a ys after installation
T"uift S/A KT TU U n defl a V m e nt shall not he left exposed for longer than I 90-d a ys a`�e� �rstallatinn.
5.8 7rile Sl i D cm iR e limitations I TAS 103 aer FR
I Aj:nl 2012 (04-1
When loaning roof tiles an the underlayment sn direct -deck the assemblies, the maximum roof slope shaft
be as Follows. These slope firnitat'rions can only be exceeded by using battens during loading of the roofU*L
PL
r• f d.r�r
6 r" E1 12017 j F BC WON -NNW EVALUAT1ON
TUt LT Ra& rUi (MM S I&IAM
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fL]6p43-IR6
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TRINITY,IRa
6. WSTALLAMN.0
6-1 TRI - 8 U I LT Roof U n d-e rjayme n ts shall be installed in atcondanCe TR I PLI I L T M a i efta GV"% LLC
published instalkaUan requirements subj ect to the LimItiLar-� setforth r �cr:�.�� S her+�w ar+d tftie
specifics Hated below.
6.2 Re-fasten any loose d ec k i ng panels, and check- for p rotru d i ng nab hea d s r�•; :"e •..zs'ratr ttKxa►4Idy
to remove anv dust and debris prior to anolication. and onn►e the suhstrat�e i�! � r:� �: abX)
id-R SA Shil, I
g. Und#rtaymen,.tT�:4#� St�A HT T'U%_yJn�frl��m�n�r1�,�
U"dir_I& tnt
6%3..l Shall be instilled in tcmpllancr with the requirements For ASTM D1970 underlsyrknt In FK Tabb
15071. 1. 1 for the tv pe of p mpared roof ven, na to be Inst a I I ed.
63%2 Nan -Tile aDphratlon
Wh i le priming is optional, TR 1- 8 U ILT Mate rials Group, LLC rccomm�rnds Mm,�Irr hr deck �f t11na1 rti�
cover is not slated for installation within 24 hours..
Apply sheet parallel to the roof t� dge. Roll out a ppmximat v ly 10 ft Of mcmbrane &fd pM bK* the first 3
ft of rrlease film.
6_33
Adhere the exposed part to the substrate and unroll the remain+nl membrar►t as far Ss vN�wble-.
❑pre the enti.rr len gth of m ern b ra ne is i-n plom, peel -off lie rNease fdm dWV)ns-OV while hok" Itte
memtarint tight. Fi rni ty roll, broom arhand-press the m v nibca rw in to Mace to aGh ww a bor4,
Horizon'tal seams should be minimum 3-inches, conR�,<<� to .hc�i ware+ vmwsl srurrss Owqlhl tv r
I nch es and staARemd nut I ess th .2 n 2•R frorn vrrtical .rams In ft course belo w seflec fn AkinordAncr a t"
TRI-BUILT Materials Group, LLC requcremrnts.
When installing at slopes above 8:1.2, TRI-r-BUILT kidit"Is Group,. ILC r1KOM111lfMds bock tsar kk *A
overlap area at the tap at the sheet at 12-4r►ch a.t.
For Va Heys
and R idim-sl. Cut
ur►drrlaymrnt into 4
to 6 loaf I envh s Pr & I the
relFa.c paper
and een� s1�llt
aver galley
or rEd�e. Drape
and dress sheet intv
pl aM wt�rking fromt he
c�ntr, of thp
wsl" or rvfte In
each d i rectio n. For vaEleys, apply the sheet starting at the lovve st pant and wnrk uprrerd.
Tde A�nlitat�ons [irl-Buih SIA FIT TU Unde�arment onlvl:
Reference is made to FRSAMI Agri{ 2012 (04-121 tnst.Oation M.mual and Tat%)-c I hefrin u%mg Mr
instructions noted above as a guideline.
For Foam-on tide applications, reFercnc* is made t o Saalm &i.a htrein For wind rrsistacc* hn*&t"%s Chat
fall outside the scope of FRSAIRI April 201I (0442).
Tile shall he loaded and staged in a manner thm prevents tile <1iEiF�.��r att�Jo� d*mj%&e w ttw
underlayment. See Table 2 herein, and TR1143UILY M-oterl'als Group, ILC pob,1k%L1hiid tVqu*"11e*11K f%X tft
staging.
7. BUILDING HERMIT REQUIREMENTS.0
As iequlred by the Building Official or Authority Having Jurisdiction in ardor to piope*y tuatV th Irt t tutkm of
this product,,
9.0 MAN UFACI URING PLAMTS:
Gulfport, MS
9. QUA LITY ASSU RANC. E ENTME0
UL., LLC — QUA9625; (314) 578..34(*% us.ul.eom
leti Or Re w wch Pod Dot 4M. LLC
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