HomeMy WebLinkAboutAPPROVED tribuilt underlayment underlined for metal...newtoday FX`T MI-OR RE F RC"&DESIGIVp U
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TRIM R D
Rutherford, NJ 07070 Date of Issuance:10/25/2012
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This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
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products described Iherein have been evaluated for compliance with the 6th Edition 12017) Florida Building Code
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DESCRIPTION: TRI-BUILT Roof Underlayments
AMELING: abel' 2- LS
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes,the referenced
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Llii3 EvolLidn'lUil rNt=IjUiL Uy I UM 11011MU '.lMnL WIIZpULUU:Zi d6l;=nMIM LU HUL11Y RVIU-CIL N'MIMIM11, r.L. 11 LIM ijlLnUULL
changes or the referenced Quality Assurance documentation changes. Trinityl ERD requires a complete review of this
ADVERTISEMENT: I he tvaluaLion Repo-l-L Hululbte worcis 1 rinity i LKL) tvaiu cl ma
ybe ay be oisp d iaye in
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advertising literatureIf any portion of the Evaluation Report is displayed,then it shall be done in its entirety.
US U F U"1"1 i t J tu—
or
Its disiriDut ano shai: De avaiiame for inspection at ine jou" site at the request oT the Lsuiluding ufficiai.
This Evaluation Report consists of pages 1 through 6.
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t-ionoG Kegistrorion ivo.:)-4iob,t-ioncla ULA ANLLY&I P.E.on 09/25/2017.This does not serve as an electronically signed
docufnen'.
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distributing produc s it eva uates.
171 i v!E R D i r,nt c own e 11,opera t ed rr=-nt.-rsiiedbva.rvcomn:.nVr:--.r---:;- -_taring or_.__..
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
project on which t is Evaluation Report,or previous versions thereof, is/was used for permitting or design guidance unless retained
i
TRINITY ERD
M-Co.ss�c.eG4d COJAWQNEIIJ
1. SCOPE.
bUb-Category: Ur ueriaynierl
Compliance Statement: TRI-BUILT Roof Underlayments, as produced by TRI-BUILT Materials Group, LLC, have
clernonstrate4l
e .r.. with the y_ Y rc.�5 the u F I r ;B Div e`Building
throughvL
Ul-
j.
Conditions of Use set forth herein.
STA N r_ o m
Section Property Standard Year
i 504.3.1 Wind Resit -Ce F•,`4474 2011
i=904-3,s i a te%t_ei e. ? s37 2012
15U4.b Ac ceierated w&atnering AS i rv7 U155 LUUS
1507.2.4 f 150 .1.1,1507.2.9.2 Physical Properties ASTM D1970 2015
r, i5 ii5 4-.s. -e- :F:?r K-ik )
-.i 7'J(3FY-e�j y ?�
3. REFERENCES:
Enti Examination Reference Date
ERD(TST6049) Physical Properties S40540.03.14 03/26/2014
ERD ITST6049 Phvsival Properties S44870.04.14-2 04/02/7014
ERD i3TL a4 t t{ :L�i-r`.3 i.JL`r'e_.#_`... _448f ti.iJu..L=c—>
bitU(iS!bU43; mysica!rrioperties a446/U.U4.i4-1 U4/1U/LUi4
ERD(TST6049 Physical Properties S44870.04.14-4 04/10/2014
014
ERD(TST6049 Physical Properties S40540.10.14 10/31/2014
ERD(TST6049) Physical Properties SC7645.02AS 02/13/2015
Cie;.7€!=,3c t,�-.�st:l b�!.s Y�+ �iiiet§tiii+, 2?."a t. . '=r.i� ----
Ciii1 t i s i C+`si e_j wind nesistance ilia/V i j LUi!
UL,LLC.(QUA9625) Quality Control Multiple-Listing R16814 12/10/2015
4. PRODUCT L)ESCRiPTiON:
4.1 Tri-Built Sand-R SA Shingle Underlayment is a self-adhering, glass-mat reinforced, sand-surfaced, 5135
"si:± a..rU .eat ;.5 _ce x: s:`e, ?�'. i.:�, °t INFI Di .i,:
:. ,
`t.L /1i-Qliiis JjA 1"1i ill unuueria Virient is a Jell-auneri,g, rilln'iivoven puiyesLei laaril. surTaaceu, II QUITieu
bitumen roof underlayment; meets ASTM D1970 and FRSA/TRI April 2012.
illM xr . vs J✓
OLn H .asj+j^e IIInID'P.-aFf5 ent is a seif a.here -
iMociineo Di Urriieri MOT uncienaymeni;meetsAZJilvi UIJIU.
5. LIMITATIONS.
Cadc— i.*a Walion- lee, =€a-= dlii it_y -Ru '.ii:F O tt 1— 3ae it;ie. . I'.1 R• . i.1 tHif
Lie�signei ui Record for any project on which this tvaivation Report, or previous versions thereot, is/was
used for permitting or design guidance unless retained specifically for that purpose.
.2 rfs i=°•a _: D rt is riot fo:use a u - au;�� cteo ss.
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials
Directory for fire ratings of this product.
Exterior Research and Design, iC. Evaluation Report A42 _10.12-116
FL16048-R6
EDITION(2017 FBC NON-HVH2 EVALUATION
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Page 2 of G
TRINITY ERD
5.4 TUBURT Roof Unde.-Laymerm; rnay be used with any prepared roof cover where the prroduct .-s
JPtfUllLdIly 1t:!1e1U1J1,eU Witilill ibC dPP1UVdi 6ULMIRVILb. jI 11Ut iibLeki, d leqUebL Ifidy be 111dLit! LU Liftf
AuthnAv HnIng jurisdiction for approval based on this evWuallon combined with supporting data for the
5.5 Allowable--Roof Covers:
ABLE 1: AMM:C12VER 07r.mus
Asphalt Wood Shakes
Underlaymentj Nall-On Tile Foam-On Tile Metal slate
Shingles
Yes No No No Yes Yes
Underla rn n-,
7 7111
Y
_ HT VA
411 n T - Yes No
1 — 1 Yes Yes Yes
U!!derla imeni
5.5.1 "Fo?rn-On Tile"is limited to use of the following Approved the 2dhesives underlayment combinations,
TASLE!A: Tits A-r-HEsivE UMERLA�MEKIT
Alm,= Fluff UFlVLiuUiAjjplVV01 ullwvViaylliclitz
KP AdhesivE�,Pulnvset`�AH-160 FL6332 Tri-BuAt Sjj�A.HT TU Ulnderlarvment
5.6 Allowable Substrates:
T&1 wwamcK to OW:
T&BWlt Sm?R SA Shingle Underlayment,Td-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to;
WAS ASTM D41 urinned p!yvv_;'-id: D_S'13� ASYT`-=;l D41 oi;medl GS3: South=nl Yellow Pine: ASTNA 13411
parned Southern YeHow Pine;ASTM D41 primed structurai concrete.
While not required over plywood,OSB or Southern Yellow Pine substrates,TRI-BUILT Materials Group,LLC
rmommeAs priming the deck if the final root cover is not s1a5d for indallation writhin 24 hours— Ncvte:
inpr= 1:.!Mcup'. L!_�_ rcq irns tcng= zn grccvn dn:=ng n2
CSB prior to installation of the self-adhering underlayment.
162 at io n
Tri-built Sand-it SA Shingle Underlayment,Th-Buift S/A HT TU Underiayment or Tri-Built Smooth HT 5jA
Underlayment applied to:
U Gypst ime;SEC PrURD um-Fiver Roof Board.
U! M`iL&I!dliUn under [neLr,aniL;diiy diTdCned prepareU rUUi COVeFing5, iMUidliUn bfidii be duLdLirted Per
minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations
ordw tscm un tHe systems %Tuilt VA 4T TU Underlamment onivil. insulation attachr-nent shall be
system in accordance with FM 4474,Appendix D or TAS 114,Appendix J.
ReAr ba TWe%a a A wor's or Adhe5hve Mun ut,—U cturer'�-FZo WE-AroduclAppnoval' r Overturning Mome,a Resistance PeC,66ranunce.
Exterior Research and Deign,UCr Evaluation Report A42960=10=12-R6
EDMON(2017)FBC NON-HVHZ EVALUATION FLI6I4OR6
io. 17
Page 3 of 6
TRINITY ERD
5-1—
Tri-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
For installations under mechanically attached prepared roof coverings, base layer shall be attached per
tallations under loarn-on tflU sliStu"Jis
reou'rer ents. For in F
Cz::- 7=yCr_=a!! C_-_ -=:zZmeo PC!-
12).
am-on Tile Apnllcaflons. 1TRi An. 201 04
the underlayment forms part of the load-path. The following wind uplift limitations apply to direct-deck
n FRSA1:Mi A 11 ppril 2012 NO 411 d �re use fo namn-O
allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to I margin of safety
P Table I
A - --lix � IA or
A
#1 Maximum Design Pressure=-45.0 ps nkprj0or! to meet roie e 0 U 4- rin e n Ut
ho-IT
y
Primer: (Optional)ASTM D41 or RESISTO EXTERIOR PRIMER
Tr,_Ltuilt q! W h—led—ment.self-adhefu-4
A
2
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having
I . ;-1.1
Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered.
requirements to satisfaction of Authority Having Jurisdiction.
I IT
Deck P aration: PivaWorji C' -roughly de=Ined to - rnovt� dus a n d.d br! s- i h r a v n in
Mi;_ Ev— a—d ien.
splinters and wood projections shall be removed/sanded.
10-tinnzIll RESISTO EX ERIOR PRIMER
roller and/or weighted roller to ensure there are no voids, and ensure there are no
voids/bridging at Side nn,4 end-Inns..
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority
Having 11-wisclic ion
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
Exterior Research and D4ign, Evaluation Rep on A427%0.10.12-116
Wo EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-R6
Page 4 of 6
TRINITY ERD
EZ
For me k. vtg the erg �:�--.-rt .a r. - - e➢.crpe� Me sas _mrxcst
Ur Om-tm Liidi f eyuIfeu wimp rna-Al i ni Apr it a iu.jw+-iLj,/ PPt r[1U1A ia,Iduie 1H.
t-➢ "t �" �G i f P tYi L9t: meet Y"- L '3
L as s} see55ta€c _.. selectee, aa°e T sssy s: - �e � c� - 1
_ s�_ __�_n'vl!. n i
attachi1. t density designed by a qualified design professional to resist the elevated pressure criteria.
#I used et .. NS/aPR! s�nra s�uai, ,._, Prevention Data Sheayeaa a _
� ➢ � .. i
Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29(January 2016)for Zone 2/3 enhancements.
:S:'➢i'f3.i T5G`
m
';�-v➢.H;:H. v`v::v-,e v'a'� J➢::➢➢ iC. V;➢yi:.H:u••H:;C;;°s
• � ' -«• „CRiw QQi JQ',QvGQHr:: :16 JjK QiEQ4SCEEii'fEli=Ht6 J::i-wli 1:G7L iii. ➢C:l
exposed for longer than 30-days after installation
:c..
5.8 Tile Slippage Limitations(TAS 103 per FRSAITRI April 2012(04-12)}:
t:3iof l S'3i3 _�e ="rl ri £E^� n d:£... :.eC:X --le a`asemb"ies.. L-Tw- maximum roof slope sl-aid
tiles. v V
� 1 Underlayment � Tile Profile � Staging Method ` iV10"I➢u"I !{
i
Lugged Max.14-tile stack 5:12
(— Max.10-tile stack 4batto-m 2-tile stack 1
l
I en�ii i5c-sr,,s ifisei *r,3in t—ri ttr x fis:�c tii�s :z• i f
on slope as shown below) j
I ii4 Duih SiA Hit TO
®�E�
�.,uzE - :.E.^t.
; l
b,nn I
I I {
rf
Exterior Research and Design,U.C. Evahuz on Report A42960.1012-116
_=F ➢Lola`➢r:e�� .zz 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-R6
Irtl'^Pt1141 t➢VY1 VUlIClfayrH➢c➢➢iaH kourlii.HltYL`WJ RCPt?IVFI U,vJj ca/%vai
Page 5 Of 6
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TRINITY ERD
I'
6.1 TRU BUILT Roof Underfayrnents shall be installed in accordance with TRI-BUILT Materials Group, LLC
r.ished installation rep_ ients su ieC, tn_ L¢ tatlon, set forth .., 4tivn _ erei i and. this
-
6,2 Re-fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly
111_. .:e"Y o _ and v duSt an.4 d e prior to arfn..;;�tidri, �r}�'-�C.�`":.. :�?£�s�7J.:tr:3i""!f�ice-s,��e).
a ri-ia'i.nE Sariu-n >A aningie UndeeriayS ent, i ri-yuni z-VA HT i U Or'aderi3yra ent or iri-quin 3ri3ooth H 13/i;
Underfayment: 9
in -compliance wnh ...c. .Ly`a.i r:°¢e....z.c� .s:, �,��,v`5. u'��s;: ..e n'$' n<.i ee. a .2�^a
rid$>�
for the type or prepares:roof:covering to be in5tauea.
6.3.2 Non-Tile applications:
[r �- Ids `' tmrl a� i'9 ie`Bf,I?i �� rpm mi--ifsk �'eif`a`ino 's eu P:,J of 1h artsi roof
.-...+C. ,.,.f.� L.;:GLCLB ivi ;;I"CIii C7L;V;; MIA MI 4-t 11ut..tz.
Apply sheet parallel to the roof edge. Roll out approximately 10 ft of membrane and peel back the first 3
re is lnri.
i-s':,_Zi;CiC Li-i_CfAPV3CV i.illi L LL:Lfit:JVVJL;CFLC.G;;U Ulf;Vif L;;C i ;}ICi}i'v'i d;;C Cii}t]} u.s
Once the entire length of membrane is in place, peel-off the release film diagonally while holding_ the
ynl. H:' 1 ..3 io-m it ha a` es5 i.ne me ...-rang .Lo.. ___�ci a .iiseve a bona°".
Zvi iLiii iiu zliedi;;s JiIUMU UU i}i;iiiiiiUiia 3'ii iL,il �, L.Viii}SUfUU LU 3iIUU Wd LCi. VLiULtii Scei:iiS 3..vue.+ L;%c 6-
inches and staggered not less than 2-ft from vertical seams in the course below,sealed in accordance with
P-li-SH1.T e-;als 53F-up s LC requirement:,:.
overlap area at the top of the sheet at 12-inch o.c.
Cut �. "' , -_='h-z-1€r n font le..g�hs,flee!he Ien`a riaper;-0nd u-i;_.i.t €eeet
v.�.. V'�tiC'p` iii iiUij'w. :JS t3 ii�• tiiiV I.ii LJS 3....CL ;eiLV I.iiGL.C, 7'r Vi i�.iEtl is V711 LiiC L.viRzl Vi LiiC VGiliy V} ifur%r i.l
each direction. For valleys,apply the sheet starting at the lowest point and work upward.
a.3i+a.i SEE 5'"T� in
- —m =
-•- +�=:r�i,.�m.:ea riv;s rr:*..s.sj�_ s z-a,• .:..a.��..p`-..�;::,:-v as.e.vii'y'i:
reference is made to FRSA/TRi April 2012 (014-12j installation ivianuai and Tabie 1 herein, using the
instructions noted above as a guideline.
[---;r.At'linc rYSGrpi`:9:-k in;idp tri!;Prtinn n_4 ht-rd-'in frit v;i'nd rpa ?.i6Fnrr It
"-ni' _.
fail outside the scope of FRSA%TRf April 2012(04-12).
Tdp ci <li he loaded and staged in a mariner that prevents the slippage and/or damage to the
.�^-_ ••----•:,s CQ� T�fsi® a s;arae., n-i Tai-ae iti ia+`n�s'.�':c �`raaa sre $►ti t'+eehees33tlr+E aani+iecem®nor a^.r-:ice,
staging.
7. BUILDING PERMIT
/As r equircG uy tnci vunding iiificiai or Aulr urity riaving jurisdiction in Jr ucr to pr openy evaivate the instailation of
this product.
�_ �s�al'aia l�Rfaaa aa�.;"._•�t 43Ai?m^
Gulfport,M
M.
�. UAL
UL,LLC—QUA9625;(314)578-3406; k.chancellor@us.ul.com
_END O=Fa€AL 3 T.L €
Exterior Research and Design,u_c, Ewaivation ReyIcIrt A42 A(M1_RG
6'EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-R6
enrovat ..vvi vituv iayu.eeeu,Loa,vi JiV-1YOJ feCYiDIV11 V.VJ/LJ/LVi/
Page 6 of 6