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rProduct Approval
U9Ek;VuWk User, .
f RECEIVED
MFdud'npa�wal`tddcsl�vmsfueN ar Ag_�e 'arch a',aq t i11 sAppt UanOetall- - - -
>Z R0022'R2, JAN 21 2020:
ApPilcBn:ZYOe ;Revision•
Code'aTn 2tlL7
-Application ST. Lucie county, p-ApplicationLatus =ApP�aved " tY eP111ittln -
Comments 68JI812017w data reapply 08/,21/17
Product.Manufatturer Extrume Metal Fabdcaors,L'Li
,ddressJPhone/EmaN 2180 SW`Poma'Or9ve
Palm:city.FG34990
°'(772)'672-8034
• ,flvalidauon@yahoa,com; -
Authotized-5Ignoture °Richard<McKuhun�
fiva11dation0yahoo:com
Teclinl6l Representative "Richia McKuhen
Address/Phone/Emall 2I60 5W'Poma Drive,
Palm Cltj A 34990'
• _ '(772�872-8034 a
„� 4. _ ;rtchard®emta6 net •°.
Quallty Assurance Represcntative•
AddressPhoneJEmaA '_ ;
Category Roafiiig
Subcategory Metai:RopBng
Contpllance Method Evaluation;Report hmn'a florttla Registered lichited or.'e Lieeilsed Florida,Professional Ertgrleer
Eyiluation Report?Iiarticopy Received, 4'
Florida;E/tgineer or iArehiteet Name who,developed*4 Evaluation Report LOCKS BOWDEN,
Floilde License PEc49704
Quality Assurance Entlty Keystone Certifications,lric;
Qualify Assurance Contract,EiailtaYtdn Data
Velidaled Oti Zachary,'$.;Pnestt
K Validation Chechilst. Hwi copy Recelved
Certificate of Independence - 'F aiu0 0 COI FL 1'7022 1 S V CRIMP ssr tidf
Referenced Standard and Year(tit Standard) Standard y
TM125 2tl03
UC 19'97, ZOIz
ut.seo ;20.06 `
Equlvilence'of Produci Standards
Certi(ietl ey
Sections from the Code °
°
ED" FOR
Product A ` CODE COMPLIANCE Method, Method,l Option D `
. n,
Date Submitted` .°08J36/2017
STs L;CIE`CQ1-��
Date Vaiidated 08/25/2017'
Date Pending'FBC'Approval 08/28!?017 c
� c
Date Approved l0JIti12017
1°L.#'.. 3 'i Model Numbam
Number or Ne D-ot"', .
17022.1' I='5V Crimp"(R6) 28,Gailge steel;,318 rib hetggf 24'wide lapped roof panei;rbechanicaily attached to
I5/32"plywood or Woad Deckmlth fasteners,
ita of use
mInstaliatfaiianstwctlons
Apptovetfforuse InHVHZs No Ft.17n22 R7(jet.tag»'f'S% 1tRIMA-
Apprayud;for,use eutslde HVHZ:Yes Verified By:Lacks Bowden,P.E.49704
Impoct Rewstaot:No Created by Independent Third Party:yes
Design Pressure +NIA/-Table A Evaluation Reports
rttier Referto,evaluatiooreportYercondltioos Instalithe-assemblyln;:ompliance' Fi„7(i22-R1,7072;1-rtV CRIMP ssradf
'whit the installation method fisted in this report and.applicable code seiihirts'of FBCi, Created by Independent Third Party:Yes +
Refer to niaitpfacturerls Installation instructions.
i7D22,2,. 2 4iV Crimp (R6) 0:032 (tlumltiUfn,318",Rib height,21°'wide lapped roof panel,mechanically attached
stt/1e,ori 66d or Wood Deck-witfi' po fasten
to ex seders
l units of Use nstrucdomo
Approved for use in:HVtiZ.No FLI70 n� R7..II f" 's!;CRIMP 0.1)3ZALUL4 0.1)32A' Fir Iu P
Approve;'far use i;utaide HXHZt Yes
, Verifed B
,Laks Bowden,-P.E.49704
Impact,Resistant:No. Created by nependent
Third Patty:Yes
DesignPressure:+N%A1 TatiteA' EyaluaUon RopbeW ,
Other Refer to evaluation report for conditions.lnstail fie assembly in compliance l{a70 2'A?'Fl 17Q `2 K V RYMP 0
with the Installation method listed in this report.and appllrable code"sect+ins Of FEC. Created by Independent;Thtrd Party:Yes
` Refsr.to Irianufacturer's Installation tnshuctions. _ - �
17022.tI;- 9 '1.5°Mechanical Sean;"(R5) - I'1.5*nb helght'16"Ovide,24 gauge steel,standlno seam-oofpanel ihechetilc-ally
x,,_ aifaCtied to'15132°P(Ywood'ar woad deck watt.dips apd fastenets,
tj its of Use fnstap- 'i` i}�
Apptoved for me ImHVNtt No. FI-17022 R r F7 z 1fi 1,5 FiyyAN� its
Approved for use outside HVHZ:'Yes Vedfled Sy.-,Lotke Bodidan;P E.49784
Impeat)tcaistant Na Created by`Inde denhfrd Pa
pentTa Party.,Yes
Design pressure +Nl1y TabieA. evaluation iRaports''
Othor:Reter.to evaluation rappic for ainditlans and iimftadons cif use.,Install the Ei;i7-22 R7 Fg J'022 MECHANICAL At seam?orifi
assomtityln compitance,wtth tris in'stall allon,triaditld Ilsttrd In thk repeat end xppBcaMa, Created by,1ndependentThlyd PattyrYas
code sectlorss-af FSC Refer to mamscturer s itutatlat ankistrvcttons.
,17021A 4 1.5"Mecfianigi Seam (R5) 1 5a,nb fielght,i6*wads,0.832`aluminum standing seam r6a€panel triedsanlCaliy
attached to 15/32'piY6tood:ar Wood Deck with dips and fasteners.
. Umlto of Use _ Inatailotio»ItsElvctW»5i
AP1proved"for use lo-HVHZ:No 12(122 ft7`IIS Mu 702L4 iNtIAt�AEAMALUMINUM r r adf
Approved for use outeido HVHZt Yes VeNBed 8y:Locke,Bowden,-p E 49704
Impa c'RbsIsttsnt,No Greeted 6y Ii3depeadant Tfiird Party:;Yes,
Design Pressure +N1A1-Tbble A ttvnivatlon RepoRa
OUrtlt^Refer'm evaluation report for conditions and limithtlons of use_costal!the-- ;FLI 0. 2:R7 AE Ft i7 'ME as C1gj;e
assi�tnbry,,In,complI" with,the Instaliation mbthadfiisted)n this repots and applicable Created by ndependent-;fhird Party:Yes i
odsseclio=ns of FBC;Refer to minufeHtuF is 16stallation:insbvCtidns
170224 5 i M NaIt Strip{RS} YV rib height,16'W€de,26 gauge steel,standing seem roof,panel mechanically _
attacher;to 15132 plywood or wood deck With fasteners.
Limits of Uaro
Approved for oars to klVH2i ko .. notion 3nstrucidons,
F11721i75 1 o NnIL5T3P<sr Edi °
ApproveU for use'ouWtde FiVHZ;Yes Verified»y,Locke Bowden,P.E.49704
impost wesistant:Ala Created by.iiif,,, ' rttTlliid Party:,Y.es'
Design Pressure:,+NIA1 Table A Evaluation Reports
Othort Rafa2to evalua1100 rep$rt for candliions,and limit of u'e;Install the F!:1122"3X.AA Ft47022,k 10I "&
assembly in.compllartc�WWI ins£aNatlon mediad iisted,lit thls r uro andapplicabie l Creaied�by IndependentT10t Party:Yes
ends sactians:af FBC.Refer to�manuiacturer's Installatlan in'struc8ons; _ ,
17022:6 6-"1 in,Nall Strip"(115) 1*rib height 16*wide,0.032•aluminum,standing;seamroof panel mectiankallly
attached to attached to 15132"plywood or Wood Deck with fasteners,
Urnits of Use Ins6ilailon in.crucnons
Approvod:for use In HVHZl No }y>g22_82,r�,F�7D2z s l;p(jA['I smip q py2} jM sr net
Approvad for use out tde'HVHZ:.Yes' "Verified 8y:Locke Bawdsri,P.E.49704''
Impact Resistant No Created byIndependen£Thlyd Party:lyes
Design Prosxuro +NIA1 Table A Evhiustion Reports '
Other.Refer io evaluation report for conditions and timttatlans of use:;Instalftbe F 170]�R7 AF A.17022.6 1.0 NAIL STRIP 0,O32,Ar uM ssr pill
assambty in"ixjmpliance withthe instaliattan.methodiistfd'ln<thts report and appticabta Created by Iptlependent;ThIrd Party:Yes
coda seCUans;ot FBC.rzeter to Manufacturar's Installation Instructions,, "
17022:7" :2 °1.5'in.Nati Stnp"{R5) _ - �• X1.5"Whelght,19 vnde,26-gauge steel shnding:;yeam roof panel mechanically,
attacbed to 15132•plywood*'or wood deck with.fasterters
_ urnitsot U&ea �InstifillMNon,tnrJtrudioas -
�+tpxerovud Yor use ln.NYHZz`f7o ,. '�F,k2p2�B.7`II-F aro 2� 1 5-Aia a"exp z6r„a'�sr oast -
Approved forusci outside HVHZ Yes Verified SY Wcke Bowaen,,P b.497WT
Impact Resilatanf No. Created by Inch riaent T#ilid Party:.Yes
Design pressure;4.N%Af Tabte A Evaluation Reports
Qther Rsfsr.to a aluotltm ripen for rnnditians'and i(rriltations of use.;tostail the FL37fi22 R)-AE FL 37D 2:7 1.5 Nig cerin. "a rr ngf,
assembly in compliance with the installation merhad ilstad Its tits reporti aniJ'appticsbte Created by independent Third Party Yes
lads sections of FBC,Refer to manufacturer's Instailzibowlnstructtons.:
17022:8 9 EMR}(Rtb (R5} 29 gauge stc411;'lapped root panel metfian(talty attached to SSf32 plywood ciarond
deck"with exposed fasteners.
umlts of use insYattatAon rostructions
Appeavatl for use in t11iHY:No p R F( �`.B Mex Rlta ssr ddf
Approved'for use ontshite HVHZd'Yes' Voritied"By Locke Bowden;P E 49
Impact Realstanta Na` created,by,Indepenifent Third Rartyi`Yes,,
Denton Pre`s�urel+N1A1 Tabfe A fviiivatforrR+Hwrts,
Others Refer to evaltiatitin ieportfarciitiditions'and limitations of use,lnabil'tha F 7gjy R_ 7'AE pr70z2 8 E nx Rita tar'otlf
,assembly in camphenes with,the Installatlowmethod IIIsted itr this report`�nd 400ceble Crested by lnd landant Third party:Yes
cede sectlooy'of FBC Refer to m0nufacturer's installation Instructions. `
1 022,9' 9`- PBR MAX (R5) 26 augc steel,-lapped roofpanel mechanically attached to 15)32..plywenif or wood
declowith exposed fastsneis.
Umlts of.ttse -
Iristeitatlon 2itstructtoita`'
APprovedfor usein.HVHZ:N,i F�71025 Rx-ii F,I i7{f o`PBRRIB `ssrndf
Approved fartisei outsl le HVHZ3 Yes VerlFad Sy.facie Bowden,=1?,E.49704'
ImPaet Retiistantt No Created`By'Iiidependant`Thir d Party;=Yes
Dealga-prassuros:+N(A/-Table A Evaluatton Reports
Ether Refer'to svatuatiiin reporE,far conditions and limitations of"use:Install the Fj,t'r022 R7 Al 1117022.9 MR-RIS ssr ndf p
assembly in compliance whh tine installation method listed In Vils eepott and applicable Created by.Independent Thlyd.Party:.Yes 1
CDife:seitlans_of FBC.`Ref€i to manufacturer's installation instructions.
. i"36a1:'Ble 4tnne a. ,t T81}at'lila +7'+ Phone!as"7.lszh
tnn'staleovnormaua nrtecia.emytavm&tavdptst.0t22GL,s ,:'CrkraeyGMeasafeuavst.tementi,:8ad<tamenf
tApfar riurido,tew�eff'"adCresses'arei bfle reax+ds.'tty<w 6a not 4vEnt riotcme#address MeaisA"in m�{wnse toapiteac`m Ms reCum da tw2 een4 dadroatG mm'kta U+sH ae!t t+l Irt31ead,con2arY;ha aa3cs by ar iH
troditknai mz9.:U You nave e Y gi,es[lons,pineEe Contact 95D.4a7 Yi95.•,•tVrtoant M se<0o04 5,275(1),fMiMa Statutes,Cfiect➢ve ectoAKr I,"1D12;itaemera iteerisid gtrddei U'aaptet 455.F.B:erq,nnprwida H�q,DepatGrrtnt with
an sae's addreao a(her hava;one.Yee emaDs teovidad nuy hd trsaA for oRir7a!cammwdcaeo++wNf"1ha ttcemeo.ilowa'rer emaa odd:eisei aw puatkreoe,rl.it yx,do aotwkh to cuplDY•DeRwnei adme3s,ovate provkk the
' ;'Oeaarit,ir'mt with as email addrassrviikrt ran be inWa tiva33aide ta'the pubilr%T4 deWrtWoo 9.Yau are u aranfdt un_Acr.Lhap? 455,f.5.r P?iafa
r y a
Product Report Manufacturer*, Extreme Metal Fabricators, LLC.'
F 21 D SW Puma riv
A �Paimii ,-FL-449
"`2 803,
a.
, y �872
4
rr :..Florida Product
Approval w ,. ....,:.
f C
Compliant with Floddb Building o e Zl � (6- ed.
j Complaant +iith Florida Product Approya Rule# i G20-
1 Compliant. Keystone.Certifacatlid x `°
Product:S, Hrnp 6GA Seel Ri W-Vamel 000 Se . Al A
Yield strength:.SO ksi mi ii tacked to warn iSf 32"-,plywood or Woad
0;k"W
r J main.0.42 pacific ty with screws.X24.,Coverage R :�
,
Rlb Hciggt��t/W N
orrosa+an Resistant Corrapiiant B Sec.iSQ7.4.3 5;=
r h
Fastener 1 IVlethod':L�Attachhiea tj:#9'x i�iiik1iex Warsher Head woodascrewr*to;penetrate
thrti,'deck or 5j8"embedment into wood plank.{*or sa ffrclent length t arriee#`
xi - ..
,requiremeratsj =
Fastener 2 j ethod 2 3,&° Attach"inentj:# x L- jk`,He*rW6s !'6 °Head wood screw*to
%penetrate° J16"mdn:'` hru.leck.:c�r 5/8"embedment Int wood prink. (*ter su#ficient length
to meet raiulr`em`en#*j
,
Underla'men%: To kae:compliant with FOC,%%.``Chart a-S07.�.1
51ope:S hil tz,he in compliance with° BCSec. ASO?.
''. a _,r i..__. _ :- .: .."` .,. -- `- • WH '
. 5ee Fa erg�ttttar ment '; fi. ops above .
install_O
WIW; Ta6l A(Ic�wabte I oads • IUIE tt'101
METHOD ;..ME7H00 5 LLMETHtO 4
' •t3E5tGN PRESSURE*. 86. 5 ti-93.5,P5F
ROIi!►uSPACING , 16s
4, lS7ENER:SP1 CI46 ALONG Panel.v�itlth) �, >�t�"o� _:._ 1 '1�p'o C
s a; #10.. isoo
-:PASYt'ENER�IE_�_
Reference„Data: ,,,ARCHITECr.0 tAL TESTING INC.TST
Ut. $ ��1f897 ; Test feport t $9f0�jl$ x
f Test Report F'3,366.01 `18- 12j1a7J15 s
TAS 125-oar `test,; Repc►�t D05893 02-45o-i8 Q7J2zJ14 _
*rt Ula/ALFNGY tlC.�5971J4�"I5 hrVr lnit to test Stifliili*4t7f�{t C tS97-- �. . resign pt ware rrt9tyirt v SatEfy2 l
cke
T.E.does not have,not wilt acgniroe finr�ndal n � fe 't+ring or dlsttibutin&products
7++:. ..
"Widel't118 evaa>�atlon.”
Locke Bowden,P a: is not owned,op�mted,or controned av A coZpaityipm�la�tore�►,art�tstributtng pr+aducts under this
• �,
report. . r
r
PI l7011A , V Crimp(26GA Steel),-24"Wid =k6df:Panei;-Details
Limitations
1. Undedaymentto.'be compliance with,currentt,Flonda'Building Code(FBC)2017 6"'-ed.
2. Minimum slope to be comoliant.Wit .FiciHda Building Code`2017'6 'ed.,:arid per with Manufacturer's,installation reference,..
3. Products are compliant.for State of Florida product approval per Rule 01%0-3,Compliance Method: 1-D
4. Engineering analysis for"project specific,apor.64°bjr lodal authorifiesvljurisdiction is allowdd by other registered engineers,
5: Fire classificatianAs.not part of this-acceptance. Shear d"aphragm values°are outside this report.
6".Sup port:frffm &-
ing'in compliancw/FBC 201`7 6� ed.,:Chapter 22 for Steel;;Chapter 23 for 1Nood and.Ct apter 16 for
Structural Loading.
T.This reportdoes,hot=knply ,Wdrranty,installation,,recommended'product iris outs d®,of:this.report,
#9 s 1 1T2`.Min.q.
#i0 x{1 112Min.;per7ADla'A';forRow 5 V Ctnp Roo#Pan�
�Sr+ecingansrgnPressuros ` .
Hexwaeer6ldOeesdlNooilScrev�s
Al,
r
Old ,
15132°or greater Plywood;or
Wood dank'
RUM
ill PrA
Noinira)12'" Nominal 127,
:Fasten
fflTTT-1/Z Miq; or #10 x 1 112"Miri.per
-Table%!, 1-16k. Washer Head Screw
Spaced 12"ox.across the Panel Wdth '
Panel Refer to;Table"A"for Spacing,Along=Panel..
Overlap Length
Deck 15132"or-greater
Plywood,or
V pd,plank .
r
.h
a
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Product Approval
USER:Public User
^ RE�EIUED.
Product Approval Menu>Product or Application Search>Al2olication List>Application Detail
JAN 21 2020
r FL# FL16048-R6
Application Type Revision ST,Lucie County,,Permitting
Code Version 2017
Application Status Approved
Comments
,T
:-r Archived
Product Manufacturer Tri-Built Materials Group, LLC
Address/Phone/Email PO Box 70
Rutherford, NJ 07070
(800) 516-1485
david.ruiz@tribuiltmg.com
Authorized Signature David Ruiz
david.ruiz@tribuiltmg.com
Technical Representative David Ruiz
Address/Phone/Email 250 Route 17North
East Rutherford NJ 17073 1 Upy
david 842-2449 E *0
�� —0312-
david.ruiz@tribuiltmaterialsgroup.
NEVI ® FOR
Quality Assurance Representative C®®E COMPLIANCE"
Address/Phone/Email
ST. LUCIE COUNTY
Category Roofing F30CC 1/Zl/
99911 �A
Subcategory Underlayments
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report- Hardcopy Received
Florida Engineer or Architect Name who developed Robert Nieminen
the Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 07/18/2020
Validated By John W. Knezevich, PE
Validation Checklist- Hardcopy Received
Certificate of Independence FL16048 R6 COI 2017 01 COI Nieminen.pdf
Referenced Standard and Year(of Standard) Standard Year
r ASTM D1970 2015
ASTM G155 2005
FM 4474 2011
FRSA/TRI April 2012(04-12) 2012
UL 1897 2012
Equivalence of Product Standards
Certified By
Sections from the Code
A,. Product Approval Method Method 1 Option D
Date Submitted 09/25/2017
Date Validated 10/01/2017
Date Pending FBC Approval 10/03/2017
Date Approved 12/12/2017
§U`miMa: ,,,gf,,PrC1�,
Ft?#�� � � Modet Number>or Nat�t� � Des�r�ption
16048.1 TRI-BUILT Roof Underlayments Self-adhering, modified bitumen roof underlayments
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16048 R6 II 2017_09 FINAL ER TRI-
Approved for use outside HVHZ:Yes BUILT UNDERLAYMENTS FL16048-R6.pdf
Impact Resistant: N/A Verified By: Robert Nieminen PE-59166
Design Pressure: +N/A/-150 Created by Independent Third Party: Yes
Other: 1.)The design pressure noted herein pertains to use Evaluation Reports
of foam-on the systems overtop the self-adhering FL16048 R6 AE 2017 09 FINAL ER TRI-
underlayment for one particular application. See ER Section BUILT UNDERLAYMENTS FL16048-R6.Ddf
5.6.4 for details. 2.) Refer to ER Section 5 for other Limits of Created by Independent Third Party: Yes
Use.
CM
Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
x mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.*Pursuant to Section
' 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have
one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a
personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter
455,F.S.,please click here.
Product Approval Accepts:
0
a%-7
it
Credardr 3s
Fa
EXTERIOR RESEARCH&DESIGN,LLC.
Certificate of Authorization#9503
353 CHRISTIAN STREET,UNIT#13
OXFORD,CT 06478
(203)262-9245
EVALUATION REPORT
TRI-BUILT Materials Group,LLC Evaluation Report A42960.10.12-116
PO Box 70 FL16048-116
Rutherford,NJ 07070 Date of Issuance:10/25/2012
(800)516-1485 Revision 6: 09/25/2017
SCOPE:
This Evaluation Report is issued under Rule 611320-3 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 Building Code and Florida Building Code, Residential Volume. The
products described herein have been evaluated for compliance with the 6th Edition (2017) Florida Building Code
sections noted herein.
DESCRIPTION: TRI-BUILT Roof Underlayments
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the 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 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)ERD requires a complete review of this
Evaluation Reportrelative to updated Code requirements with each Code Cycle.
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.
INSPECTION: 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 Report consists of pages 1 through 6.
Prepared by: %,;uj�rt�,,,,,_
it
Robert J.M.Nieminen P.E. ti
' "'.C.rtr��s� The facsimile seal appearing was authorized by Robert Nieminen,
kFlorida Registration No.59166,Florida DCA ANE1983 P.E.on 09/75/2017.This does not serve as an electronically signed
document.
CERTIFICATION OF INDEPENDENCE:
1. Trinity IERD 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 ERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen, P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for
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
product.
5. This is a building code evaluation. Neither Trinity I 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.
T�INI'TY�ERD
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: Underlayment
Compliance Statement: TRI-BUILT Roof Underlayments, as produced by TRI-BUILT Materials Group, LLC, have
demonstrated compliance with the following sections of the 6th Edition(2017)Florida Building Code through testing
in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations/
Conditions of Use set forth herein.
2. 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
1507.2.4/1507.1.1,1507.2.9.2 Physical Properties ASTM D1970 2015
1507.3.3 Physical Properties FRSA/TRI April 2012(04-12) 2012
3. REFERENCES:
Entity Examination Reference Date
ERD(TST6049) Physical Properties 540540.02.13-1 02/19/2013
ERD(TST6049) Physical Properties 540540.11.13 11/19/2013
ERD(TST6049) Physical Properties S40540.03.14 03/26/2014
ERD(TST6049) Physical Properties 544870.04.14-2 04/02/2014
ERD(TST6049) Physical Properties S44870.04.14-3 04/02/2014
ERD(TST6049) Physical Properties S44870.04.14-1 04/10/2014
ERD(TST6049) Physical Properties 544870.04.14-4 04/10/2014
ERD(TST6049) Physical Properties S43530.02.14-1-R1 05/14/2014
ERD(TST6049) Physical Properties S43530.05.14 05/28/2014
ERD(TST6049) Physical Properties 540540.10.14 10/31/2014
ERD(TST6049) Physical Properties SC7645.02.15 02/13/2015
ERD(TST6049) Accelerated Weathering SC8520.04.15 05/27/2015
ERD(TST6049) Wind Resistance SC14045.05.17-R1 06/07/2017
UL,LLC.(QUA9625) Quality Control Multiple-Listing R16814 12/10/2015
UL,LLC.(QUA9625) Quality Control Service Confirmation Exp.07/18/2020
4. PRODUCT DESCRIPTION:
4.1 Tri-Built Sand-R SA Shingle Underlayment is a self-adhering, glass-mat reinforced, sand-surfaced, SBS
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
bitumen roof underlayment;meets ASTM D1970 and FRSA/TRI April 2012.
4.3 Tri-Built Smooth HT S/A Underlayment is a self-adhering, glass-mat reinforced, film-surfaced, SBS
modified bitumen roof underlayment;meets ASTM D1970.
5. LIMITATIONS:
5.1 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 specifically for that purpose.
5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions.
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,I.I.C. Evaluation Report A42960.10.12-R6
Certificate of Authorization#9503 6'"EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-116
TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017
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TRII�JI1`TY�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 Roof Covers:
boF CovEIt 4 -TI ' L
3 . _ .R ��. f- x
Wk
Underlayment Asphalt Nail-On Tile Foam-On Tile Metal Wood Shakes Slate
Shingles &Shingles
Tri-Built Sand-11 SA Shingle Yes No No No Yes Yes
Underlayment
Tri-Built S/A HT TU Yes Yes Yes Yes Yes Yes
Underlayment See 5.5.1
Tri-Built Smooth HT S/A Yes No No Yes Yes Yes
Underlayment
5.5.1 "Foam-On Tile"is limited to use of the following Approved tile adhesives/underlayment combinations.
YF TABLE 1A:,AUoWA6L TILEAI7HESl11E j�NDERIAYMENTCOMBI iAFION5sa s x' ,e
Adhesive Florida Product Approval Underlayments
ICP Adhesives Polyset®AH-160 FL6332 Tri-Built S/A HT TU Underlayment
Dow TileBond' FL22525 Tri-Built S/A HT TU Underlayment
5.6 Allowable Substrates:
5.6.1 Direct-Bond to Deck:
Tri-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied 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.
While not required over plywood,OSB 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 hours. Note:
TRI-BUILT Materials Group, LLC requires tongue-and-groove board decking be covered with plywood or
OSB prior to installation of the self-adhering underlayment.
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:
➢ Dens Deck Prime;SECUROCK Gypsum-Fiber Roof Board.
For installation under mechanically attached prepared roof coverings, insulation shall be attached per
minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations
under foam-on tile systems (Tri-Built S/A HT TU Underlayment only), insulation attachment shall be
designed by a qualified design professional and installed based on testing of the insulation/underlayment
system in accordance with FM 4474,Appendix D or TAS 114,Appendix J.
1 Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-R6
Certificate of Authorization#9503 6'"EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-R6
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TRINITY A
5.6.3 Bond to Mechanically Attached Base Laver.
Tri-Built Sand-11 SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
➢ ASTM D226,Type I or II felt.
For installations under mechanically attached prepared roof coverings, base layer shall be.attached per
minimum codified requirements. For installations under foam-on tile systems (Tri-Built S/A HT TU
Underlayment only), base layer shall be attached per minimum requirements of FRSA/TRI April 2012(04-
12).
5.6.4 Wind Resistance for Underlayment Systems in Foam-On Tile Applications: FRSA/TRI 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 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
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 Design Pressure=-45.0 asf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority
Having Jurisdiction.
Primer: (Optional)ASTM D41 or RESISTO EXTERIOR PRIMER
Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered.
#2 Maximum Design Pressure=-67.5 psf:
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Primer: Soprema Elastocol 600c
Underlayment: Tri-Built S/A HT TU Underlayment,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
requirements to 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
splinters and wood projections shall be removed/sanded.
Primer: (Optional)RESISTO EXTERIOR PRIMER
Underlayment: Tri-Built S/A 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 psf:
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority
Having Jurisdiction.
Base Sheet: Soprema Sopra-G or Modified Sopra-G mechanically attached with nails (FBC 1517.5.1)
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.
Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered.
Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-R6
Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017
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1'
,.I
_ TRINIyt'Y"�ERC�
5.6.4.1 For mechanically attached Base Sheet,the maximum design pressure for the selected assembly shall meet
or exceed that required under FRSA/TRI April 2012(04-12),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 criteria.
Commonly used methods are ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29 and Roofing
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 Exposure Limitations:
Tri-Built Sand-R SA Shingle Underlayment or Tri-Built Smooth HT S/A Underlayment shall not be left
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 Slippage Limitations(TAS 103 per FRSA/TRI April 2012(04-12)):
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.
z
h € � � ,IAHLE 0IkLPl�AG)k�Clll4fICEN5 FEltt�1)iEC1}6GCT1Lt IiU3C14klATli7N5 � ';
Underlayment Tile Profile Staging Method Maximum
Slope
Flat Max.10-tile stack 6:12
Lugged Max.10-tile stack 5:12
Max.10-tile stack(bottom 2-tile stack
shall be inverted,followed by 8 tiles high 6:12
on slope,as shown below)
Tri-Built S/A HTTU ,
Underlayment a
Lugged
t
Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-R6
Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION . FL16048-R6
TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/2S/2017
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TI :IN' � a
6. INSTALLATION:
6.1 TRI-BUILT Roof Underlayments 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
specifics noted below.
6.2 Re-fasten any loose 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 Tri-Built Sand-R SA Shinale Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment:
6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Table
1507.1.1 for the type of prepared roof covering to be installed.
6.3.2 Non-Tile applications:
While priming is optional, TRI-BUILT Materials Group, LLC recommends priming the deck if the final roof
cover is not slated for installation within 24 hours.
Apply sheet parallel to the roof edge. ROTI 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 possible.
Once the entire length of membrane is in place, 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 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-BUILT 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.
For Valleys and Ridges: Cut underlayment into 4 to 6 foot lengths.Peel the release paper and center sheet
over valley or ridge. Drape and press sheet into place, working from the center of the valley 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 Underlayment only):
Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the
instructions noted above as a guideline.
For foam-on tile applications, reference is made to Section 5.6.4 herein for wind resistance limitations that
fall outside the scope of FRSA/TRI 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 tile
staging.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
8. MANUFACTURING PLANTS:
Gulfport,MS
9. QUALITY ASSURANCE ENTITY:
UL,LLC—QUA9625;(314)578-3406;k.chancellor@us.ul.com
-END OF EVALUATION REPORT-
Exterior Research and Design,LLC. Evaluation Report A42960.10.12-R6
Certificate of Authorization#9503 6T"EDITION(2017)FOC NON-HVHZ EVALUATION FL16048-116
TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017
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