HomeMy WebLinkAboutProduct Approval (2) EXTERIOR RESEARCH&DESIGN, LLC.
Certificate of Authorization 119503
11T K
QOTRINITYIERD n
OXFORD,Cr 06478
LL130 L �-_:L4s.
-F-1lA;_t;z"•lTLON_Ri=POP1T .
rKi=niiicT:iviateriaiseGroup,=eL� RE Evai.Llaiion i'c
epo�ti�46u.i0.iZ-�c6
PO Box 70 FL16048-116
Rutherford, NJ 07070 AUG ;3 ® Z!0'$ Date of Issuance:10/25/2012
(800)516-1485 Revision 6: 09/25_/2017
SCOPE: ST. Lucie County, Permitting
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L'tlI1SLSUCtIUII i7laterli!!S 7I1 file Jtd!t' U! Florida.I!!C UVLl.!IIICJItd!lLfl SLID lf!IL?CU fIdS vCl1 1-eV1C"3".0 Uy RUbCf L NIC7)1!!1$(1,
u5C-ul-iilC-pr^vuuctunuv.l he-suric'u-...uuuln6-t.CC�-u^u~1u11uu uilC7ris�uuC,.w1uv.11um -volume. Inn
products desc'ribed'herein'have'been evaluated for compliance with the-6th-Edition"(200)-Florida`Building Code
sections noted herein.
DESCRIPTION: TRI-BUILT Roof Underlavments
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
w,.
CfiFvTliiLiEt7i0ivSPLIAf1lLE: fllSJtvalUaitan.REp-0r_i,15.\(a1Lu-_UntII SLLCh_time-_d5_i`iiP,t12n1eG_f?rudUCi(sjh2t1g5,-_ii1P,CefzrrtrieC1
Quailty-Assurance documentation_changes;or-provision&afthe 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. Trinityl ERD requires a complete review of this
Evaluation Report relative to undated Code requirements with each Code Cvcle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity IERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed.then it shall be done in its entirety.
liear`s`s.aivld: w3on request, a copy Cf this entire Evaluation 1%1 shall be proViAeAtC the user b`y'the manufaelurer or
111.1.1. X11'111 A1Ii111N 11 ••.�-�- ��!`:�-
�!11..!....�.. !U� •l.11 1 Al 111r 1111 !
This Evaluation Report consists of pages 1 through 6.
Prepared by:
-tCQI]E:rL:J:lY1�1WEmInEn-Y_:L,L ;rr��•.�.:,.�.,;ti:
.�,jw��. Ilia seas ariggwas.aut iorizedb RotiertNiernmea,
-vJlennlptts PPe Y
Florida Registration No.59166 Florida DCA ANE1983 P.E.on 09/25/2017.This does not serve as an electronically signed
document.
CERTIFICATION OF INDEPENDENCE:
1. TrinitvIERD does not have, nor does it intend to acquire or will it acquire, a financial interest in anv companv manufacturing or
uistriuutlrlg pr ocucts it evaivates.
2. Trinity I ERD Is not owned,operated or controlled by any company manufacturing or distributing prod uct.,it evaluates.
3. RoIel l Nil ami!l len, P.E.Lyes not na Ye nl or YV 111 a cquire,a f1na n 1,a1. Irl Ler est 1n arly Loll 1pa n 111:11 U fa ctit rill± Ur 015 Lr ILu i:'In Nr 0J:1 X63 Tor
V�i1!It,nthe evaluation rEp6rt5Br8li i.!g!aaucu.
+. '1�.'u` ctt"i�Tc1-"""c ir:r=.uv`cS 1,vi o`v c•`T..1 vvula 1u1o11a-101 iiic c;"�u1 ''i'Tc1 c 11"s"'i'v':rvcu u1 u1 uv -, 'u..c��vi ME
product.
5. This is a building code evaluation. Neither Trinity ERD nor Robert Nieminen, 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
snPrifirally fnr that nurnnsP.
l-RINITY J ER®
vvi`l w:aE:`a1 U:'aT.C)N
Product Category: Roofing
Sub-Category: Underlayment
Compliance Statement: TRI-BUILT Roof Underlayments, as produced by TRI-BUILT Materials Group, LLC, have
,ir-,iir,n CT,2TP,i Tr,F Tn,in�nii CarT:ri:iiin
G n7 , P th Pankirm I iii I Mrkr! .2 nii.. iiia a rnia.T,i,r, --TPCT:--
in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations/
Conditions of Use cat forth herein-
-f2. --STANDARDS:
Section :Property Standard Year
1504.3.1 Wind Resistance FM 4474 2011
1504.3.1 Wind Uplift UL 1897 2012
1504.6 Accelerated Weathering ASTM G155 2005
1-907.2.4/15037.-1.1,'150/.2-7-2 Physical Properties A5iivi D1770 2015
1507.3.3 Physical Properties FRS-/ TRI April 2012 WA-12) 2nvi2
I REFERENCES'
'ERD'(TST6G49) -Physical'Properties '340340:02:13:1 '02/19/2013
ERD(TST6049) Physical Properties 540540.11.13 11/19/2013
ERD(TST6049) Physical Properties S40540.03.14 - 03/26/2014
CDD(TCTCyA01 Ot...ni��l 0.....�hi..j CAA07n nA !A 7 nA/n7 F7n1 A
ERD(TST6049) Physical Properties 544870.04.14-3 04/02/2014
ERD(TST6049) Physical Properties 544870.04.14-1 04%10/2014
ERD(TST60491Physical Properties S448170.()A 14-AOA/11 0/2014
EiiD,(TST_n0.4 ) PhySica1.PrgpetUes _S.43530_0?_141-R1 05/i4/1034
ERD,(TSTGG49) -Piryslcal-Propeiiies 543530.05AA .05/20/2014
-ERD'JTST6D49) -Physical-Properties S4D54O:ID:14 -1D'/31y2014
ERD(TST6049) Physical Properties SC7645.02.15 02/13/2015
ERD(TST6049) Accelerated Weathering SC8520.04.15 05/27/2015
CDfv TC !`
/TCnA0% 1A/in.�Dn�i�t�....n C1AnAC nr 17 D1 nC/n7/7y1 7
�.. :v.:...,
. ,._.� ........ ..--... .�, ..� .. r,�.
UL,LLC.(QUA9625) Quality Control Multiple-Listing R16814 12/10/2015
UL,LLC.(QUA9625) Quality Control Service Confirmation Exp.07/18/2020
A. PRODUCT DESCRIPTION.-
-4-1 -Tri=Buiit-Sand:-R-SA:Shingie:Underiayment-is:a=self=abhering,_-giass=mat-reinforced,_sand=surfaced,:SB5-
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
bit,iman rnnf iindarlavmont; moats ASTM 111Q7n?nrl GRCA/TRI Anril 7n17e
4.3 Tri-Built Smooth HT S/A Underlayment is a self-adhering, glass-mat reinforced, film-surfaced, SBS
rpnrijfjeri bitumen roof imdarlaymant;meets ASTM p1970_
-5. —LIMITATIONS:
:5:.1 .This-is.a-building-code.evaluation. :NeitherTrinity.[ERD.nor:Robert:Nieminen,: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.
--
Ti ;e r.---nAiinn ie r,nr'i �_ ..-- .-- -.-- ... Fitt i_ rim uI;nnC-
5.3 Fire Ciasslflc=tinn is not nnrt of t{ZI� EVaI 'ut;Cn RonCrt• refer tC �uirront AnnrCVeul Rnnfina r%/lni- rials
p.0 Report; A tom. ..b
Dircctuiy fur;ire:ai111ES of tills product.
Exterior Research and Design,LLC. Evaluation Report A42960.10.12-R6
Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION F1.16048-116
TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017
TRINITY i ER®
S,LL TiZ i_C:I i::: ri_+r_. l.lrrFrl�:r::n:�:c r;iai; re iicem w!th a�:; nren;;red rUn Cour-r where Tile -rr r:iri' Ic
._. .ter...-...... , ;. r.O. ,. i,;. r.
.specifically.refereaced.within.F3C..aj—cival_dacuments. :If,riot.)is`tad,_a.request.may.Iae:made to the
Authority i-laving.krisdiction.far.appravai.oased cn.this_e-valuation.combinea.with.suppornng.aaia.Tor.the
prepared roof covering.
5.5 Allowable Roof Covers:
Asphalt i ''Wood ShaKes
I underlaymen# � Nail-On Tile Foam-On Tile Metal � � Slate
in
ShingieS€Tr1BLliIU-ad-RRSASfiinEte
Underlayment
Trl-Built S/A HT TU Yes
Underlayment Yes Yes See 5.5.1 Yes Yes Yes
Underlayment I Yes i No i No i Yes i Yes i Yes i
i
S.J_ "roanii-On Tile"is limilted to use Uf the following 3�-.p proved the aU'IC_:%,. / -1_..1_ L•,.._et___
UI IUe layll,el ft co rnb r,a L1c ns.
TABLE 1A:ALLOWABLE TILE ADHESIVE[-UNDERLPrYaMENT COMBINATIONS
Adhesive Florida Product Approval Underlayments
ICP Adhesives Polyset®AH-160 FL6332 Tri-Built S/A HT TU Underlayment
viiVJ T FL22 iii Tri-iiiiiii..ilei i i i i U
5.6 Allowable Substrates:
5.6.1 Direct-Bond to Deck:
•iso:_,_ ��= e_=. _�L.I;e._!>�e_. .� A i _.-V!iI FUJMNZr, aq NJ;e
' 1--•_��e�a._.-1..,-..�.-.�.�.1-;a .�e•ys-L.yelae.s. 1�.-_�Ls=;;.. Cook._. .11-_.,�.�a---`-'tea-e =-- -•-
-
-UnderlaynTent-appl ied-to:
➢ Plywood;ASTM D41 primed plywood; OSB; ASTM D41 primed OSB; Southern Yellow Pine;ASTM D41
primed Southern Yellow Pine;ASTM D41 primed structural concrete.
.....,t! U. tL.yui;tu!U-. i,;iy:. i, ..5... ....Ua:1,,,,,
recommends priming the deck if the final roof cover ;S not slated for installation within 24 hours. Nate.
1. I-MUILI Maferlalr :5roui:, LLC, ltfq 11 N tUligue-and-groove Dua-M OelaiinW Uc •.UVt:1eU ',Wml U1V7.'000 U-i
056,prior to installation of the Self-adhering under layment.
5:6,2 Bond-to-Insulation:
Tri-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
p nr,nr r%–,.l,DA__;c[r!lonry _
For installation under mechanically attached prepared roof coverings, insulation shall be attached per
minimum ramidramente of the nreparnrl roof rnvprin.g manufprture_r'_e Pro flirt Annro tial G. r inetnlln+lone
under foam-an tilt systemsHI
/Tri-Built /A T TILT Un'darl'vymeent only) .,l.-t•on -ttorhment shall b
r uE_; —�.......
-system•in–accordance with-FM•4474,•Appendix•D-or-TAS-1-14,•Appertdix•]. c u
s Refer to Tile Manufacturer's orAdhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
Exterior Research and Design,U.C.
Certificate ofAuthorization#9503 6'EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017
Page 3 of 6
\\J\
TR1N1TY ERD
s_nn m-Wilarya:ira :Attacried Base-i"a:rer:
Tri;-,Ruitt�-Sartd=RzS-A:Shim—le-.UndL-rlayment;_Tri�B,uittz$/A-ftT_'.0 Undertayn-tent=�r_T-rPauiit:- rSnm:nth_HT:S-/A
Undertayment applied to:
➢ ASTM D226,Type I or II felt.
For installations under mechanically attached prepared roof coverings, base layer shall be attached per
Underlayment only), base laver shall be attached per minimum requirements of FRSA/TRI April 2012 (04-
5-6..4 _VVind_Pesistanr-e.,-or Uridertayment_Sy.siems.in.Foam_On;tile.-App,ications: .FRSQ.TRI.April?012,(.04_12)
-dDes.nD.t.address wind-upiifz.resisbn-ce-of-ail-unaeria.ymenisysiems.beneath o-am-on tile sysiems,-where
the underlayment forms part of the load-path. The following wind uplift limitations apply to direct-deck
underlayment systems that are not addressed in FRSA/TRI April 2012 (04-12)and are used in foam-on tile
applications. Maximum Design Pressure is the result of testing for wind load resistance based on
avangnrciivic vJiu luau$, u necis-Lire uiumraie passing preSSUre mviueu Dy s i-Lire L Lu i rTr^argiir uT SaTc-Ly
perCOI` �1¢nen h N lie d1 lRefe..to rA 1rnl A-...11 -fns Inn 4It% n .d'., n L.I I n
rut,J.atdro.J has already uecih applied). nchch w rr'ntarrl Inc nNh I;cvs2 �Vro-sci,nppenuin n,Table it or
P i_Y.I ii'_-:fpr f'I?Tarmi E'tai'inrneco /ijr pP _ ,tr rlc
4A1 Maximum°Desi.Rn Pressure=-45 o.nsf.:
Deck: Min: 15/32-inch,plywood•to- meet.prgject requirements to.satisfaction of Authority
Having Jurisdiction.
Primer: (Optional)ASTM D41 or RESISTO EXTERIOR PRIMER
Underlayment: Tri-Built S/A HT TU LlndPrlavm P--nt:calf-adharari,
#2 Maximum Design Pressure=-67.5 psf:
Deck: Structural concrete to meet Droiect requirements to satisfaction of Authority Havine_
urirdiction,
Hnnor_ zrr�am0 .la tr�.�r?!rFtsr?r
-'Underla•yme►it: TraBtiiltS/A.'KT�U=Underlaymerit,-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
irr Ca7K7a rfini rr7 gar r.iirvr- avr-- n'riGil.r.nil
Deck Preparation: Plywood shall be thoroughly cleaned to remove dust and debris that may inhibit
adhosinn, All sheathing factanere shall he driven flitch with the surfarc All charn
splinters and wood projections shall be removed/sanded.
'Undertayment: •TriBuitt-S/A-HT-TU-Urtdiertayment,-seWadhered,-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.
hark; Ain, 19/37-inch plywood to meet rnroiart requiramantS to saticfartinn of Authority
I'ifavi 5 JiSriSdi;,ti�il.
Base Sheet: Soprema Sopra-G or Klodified Sopra-G mechanically attached with nails (FBC 1517.$.1)
gnu tin rapS.(i UL.1J1%.J.G)Spa%cu-i=ox. at the 4-inch laps and`v-inch q.%.lir three,
equally spaced rows'in the center of the sheet.
Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered.
Exterior Research and Design,U.C. Evaluation Report A42960.10.12-116
Certificate of Authorizotion 119503 67H EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017
TRINITY,ER®
ti, ,iu,'i Fir mp......r6ii�J a: arh.ri ;ace tineei.thin maxir�iirri yeSlg p;FCGiiPP Thr tie sebmr Pr agcy n J Shyii het
_or.-exceed-that re"ired_urider.FRSAf.TRL-April-20i2_(-0:-12j,,Apµend x.A,:LabielA.
Alternatively; the-maximum'design;pressurefor 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 criteria.
rnmmnnly urprd mpthnrlc nrp AN.CI/SPRI wni- FM In-. Prpvpntinn Data Chppt 1-79 anrd Rnnfino
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.
5.7 Fx!iosure I imitntinnc;
exposed'for•longer'than-30=days-after installation
Tri-Built S/A HT TU Underlayment shall not be left exposed for longer than 180-days after installation.
5.8 Tile Slinoaee Limitations(TAS 103 Der FRSA/TRI April 2012(04-12)1:
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.
Underlayment Tile Profile Staging Method Maximum
Slope
Flat Max.10-tile stack 6:12
i Lugged I Max.10-tile suckj 5:12 j
Max.10-tile stack(bottom 2-tile stack
mail re i ntirar ori nilnu;erir lilac high i
I I I
on slope,as shown below) I I
Tri-Built S/A HT TU
Underlayment
Lugged
II
Exterior Research and Design,U.C. Evaluation Report A42960.10.12-R6
Certificate of Authorization#9503 6'"EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlavments;(800)516-1485 Revision 6:09/25/2017
`J TRINITY;ERD
riCTAI TTI.:r::
1_6 i 'FR!=B4!! T Roti?_L�I�drr€
ec�ayettis Shall +*eian.stalted-in.-zar_crrder�ce with TRI=819(►TNdatrlc crs�un, EtC
-published-.installitlorr.regulrerrrent 7_wbjectt.tuAliff-Lilmtations7 set.factlr.irrSectiorr5.hereln-_and_tire,
specifics noted below.
6.2 Re-fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly
Tfl IPlil fi.IP cilli liiCi Willi liPali.- lrillr tri nil iliii n7i fill -Ili lrii ill-IIlP CIIilCri arP i_
C_..3 Tri_Rivilt Canrl-R SA Shingle I IndeHatiment Tri-Built C/a HT TI I I I derlaviment or Tri-Riiilt Cmnn+h HT C/a
-6.31 .-Shall1bE.installed.)n compliance.with.the,requirements:forASTM Q1970 wrideriaymerit.)n.i.BC, cable
1507.i:irtorthe-type=ofprepared-ro of-covering-.tote installed.
6.3.2 Non-Tile applications:
While priming is optional, TRI-BUILT Materials Group, LLC recommends priming the deck if the final roof
UP- -:r__a_1_+_J L-_:M_i_11_a:_:___::aL:�2A L-...._
I.e. iS i—Sid1— ilii it l.�idi.0—i IFUM HH 41iUii:S.
Apply sheet parallel to the roof edge. Roll out approximately 10 ft of membrane and peel back the first 3
ft of rpleocp film
Adhere the exposed-
part to the substrate and unroll the remaining membrane as far as.possible.
Once-Lhe.-endre.-ie.ngih o,r-me.rribrane--is:in-place,:pe.e.i-o.rl Ahe.-re.lease.-rilm diagonaily.-whiie. holdirig:Lhe.
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-
inches and staggered not less than 2-ft from vertical seams in the course below_.sealed in accordance with
TRI-tbULT 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.
zr*.r;?:f-- .. »rstr i! =.rl�ac riiYii=rrle?rin>.arr�RriYeeritr n;tn; frri+€lr=radthc tau!tfar.r-Plnrscpsn trtr�r trrrlPnttFr+
over valley or•ridge.--Dr-ape=and'•press-sheet-'irito•place,•working:from'the•center. f.the=vaiiey.or.ridge;in
each direction. For valleys,apply the sheet starting at the lowest point and work upward.
6.3.3 Tile Applications(Tri-Built S/A HT TU Underlavment only):
instructions noted above as a guideline.
rQi•7r1viG[-J!:file ::.iira7inn: re:oi-ence i3:dude to Section.5....'?herei:�'.nr wind racist-:?Ce iir:ata'it?R,`,that
uric•rntiv. .,, v u
.fall.outside_thescWe.of.FRSA/.TRI_ApriI-012.-(04-12).
Tile shall- be "lQaded--and-_staged--in a -manner that,.prevents tile-sljppage and/or-_damage _to-_fife
underlayment. See Table 2 herein, and TRI-BUILT Materials Group, LLC published requirements for tile
staging.
As required by the Building ufficiai or Authority Having Jurisdiction in order to properly evaluate the installation of
this pr odula.
Gulfport, MS
9. QUALITY AssURANCE ENTITY:
-END OF EVALUATION REPORT-
Exterior Research and Design,U.C. Evaluation Report A42960.10.12-R6
Certificate of Authorization#9503 6'EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017