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HomeMy WebLinkAboutProduct Approval rBoom . Dcts Home II Log in i uset Rejlsuatlod, Hot Top"1suomlt'stii ua ge( swts a FUU i NSEikat";( comact Us j acts sne MaLMki�'seanh 1 Qroduat Approval USEA:cuLac.User, ��....... .. udj 1 LRECEIVEDMe*ti z-ftMa wApolcatir s6;,!s>am.!kan,.n L�fi>Am ldtlan Detitl FLAppilication Typee2017 AppgcafionStatus. Approved aer(T11tt1fICJCountyr ,Comments 08/18/2017x:date reapp1y08/21117 Archived, Prdducf ManUfBCturBr6dia ne Metal FabNnto s,ClC AddresslPhone/Emalt 2160 SW Poma Orive ppim,CityeEt 3499P +(.772)872=6034 ltyai(dattan�Yahoosoin�. Authorized Signature Richard McKuhed f}validatio n@yaho%com technical Representative Richard McKuhen Address/PhokMmall 1160 SW Poroa DrIvd:; Pail m City,FL 34990 t772)872-8034 ichardoemffi6 met_ Quailty Assurance Representative AddrEssJPtloneJEinail Category: Roofing Subcategory .. MetaLR6o6ng Compliance Method ,Evaluation Report.froin a Fiolida Registered Architect'&a Licensed'Florida ProfesMonal'Engineer E6aluation'Report-Hardcopy Received Florida,Enghieen,or,ArchitectName.whgdevefoped the Eyaluation'Repbat :LOCKS BOWDEN FloridaLicer'rse. PE-497641- • - - ° - . QualityAssurance Enfity- '15aystane.CeTtitication3;Inc: Quality.Assu�ance=Contract.O pfration.Data f1g122/2024 . Validated By 2arhary R Priest;PE Validalian Checklist:-Hardcopy Received Certificate.of Independence F7022'RT CDI FLA7022 1'5 V,CRIMP cKrlodf Referenced Standard and,Year(uf Standard) (Z TA 25 "1J �13» f(�/ 2003. ULfY(��� f9' 2006 qP equivalence of Product Standards t�C4�CIe Certifled'By SeEtions from:the Code. Copy Product Approyai,Methoit MetbDd S Option D• Date Submitted' 08118/2017 . Date Validatwd _ 08/25J2017 Date Pending,F86 Approval _ 08/2812017 Date Approyed 20/10/2017 Summorx of Produef, PLM I Model Number or Name Deacriptlon tu . 17027.1 i 5V CNmp'(Rt±} 28 Gauge steel 318"rib,tiiight,.24,1,vjide lapped roof panel mechanically attached to 15/32. plywood or Wood De do with fasteners 2riatallddoa InstnirHons;. Approved for use in tiYHB Ivo;, • - '17Ft. 022.97)l A'17NI'l 5'v CRIMP.-si:ttgf Approved for use outside HVHZ,Yes verified;8y:'Lodce'Bowden,,P.E..49704 lrnoa tReaistant No, CreatedbyjridepepdentThUd.Party,-Yes Deoi6n,p�easure rN/AJ=7'atite A Fvaivatlou:Re . Other:Refer to evaluationrreport'for'conditions.Initall the assembly In compilance_ FJ 17022 R7 AE�ft 17022.1 5 V CRTMP_SsnDdf with thelnstaliatlon methddiisted ln'this report.arid applicable code BeCtlonS of-FB411 Created 6y;Independdnt,w4 Patty3,Yes ` Refer to'manufecturees Installation lnstruction3, t - 17022:2 2 i°SV Crimp"(RG) 0 032"Aluminum,3/81 Rib height;21 wide.lapped roof.pand,mecl aniplly`attadfed _.. to 35132°<'plywood or Wood b"with exposed`fasteners Limas of Use Instants mInstructlons ` Approved for use lA.HVHZ:No Fun'2:`R7 Ti, 17022.2 S V"CRIMP 0.032 ALUM'ssr ndf Approved for use outside IiWis Yes Verified,'By:lotke Bowden,P.E:49704 Impact Reslstardi No Created ey Independent Third Pa!ty,Yes Design—Pressure:+NJA1 Tatiie A' EvaluaU- Reports,, Others Refer-to'evaluatlon report-tilt conditlons.lnstali the assembly in compliance; F{1702 07 AE-TI-17022.2 S V dUMP`0 0A2 Au3M ssrodf with.the Installation method listed In thls report and applicable,c4de secHonsof FBC: Created by.lndependentThird Party:Yes Refer.to manufacturer's installation,ns vcttons.; ' 17022.3 - 1..3-'1.5°Mechanical Seam"(RS) 1 5 rib height 16"-wide 24 gauge steel"standing seam roof panel:mec ianically attached fo 1S/32°plywood ot,wood_dedt•with dips and fostanefs.=, Limits of Use Installation Itlstructions' APP ad for use In HVN2"No FLI.70 R7 It-FL i1022 3',F 5 jtFCHANItAt seam -0aa ssr°ad( Approved for use outslile,HVHZ;Yes ;Verified-6ys.Lot kis Boviden,P:E.49704, Impact,Reaistantt No, Createdby-Tndepe:ndentTlifM paityi'Yes Deaign,Pressilre:+N/A/-Table A, Evaluetion Reports Others Refer to evaluation:report,for conditions and limitations 4,use.Install the fl 17022-R7 AE ft 170213,I.S MECHANICAL Il Stain 24asZ.SSi,(tdf asserrtti)yin compitant e•witfit;tlia installation"mettiod;llsted in this'ieport.'and applicable',"Created byltiq*ndentThlyd?Party.Yes ' 'code sections of FBc.Refer"tomandtacturer's insialladonInstructions. 17022:44•"1.5"Mechanical Seam°.(RS) 1.S'rib,height,16';Wide,0 o32°•:aluminum,standing seam roof panel mechanlcaily " - attached to 15/32"plywood or Wood Deck with'dips.and fasteners,. Limits of Use Irnitallatlon Iitstructlotia - 702" It a.17022 4 MECHANCIAL*SAM ALUMINUM ssrodf Approved for use In HVNY No - fLl_�6Z < Approved for use outside H infi,yes_ Veritlad;By Locke Bowden,P;E:49704 Impact Resistant.No` Created`by,IndependentThird:Party:Yes Design Pressure:`+N/A/=Table A• Evaluation Raportst Others Refer to evaluation report for.condition5 and;limitations at use Install the,<` Ft 17022^R7 AE,m47022_4,MECHAN IAL S AM ALUMINUM ssrodf assembly,tn compliance with Erie instsilation method listed In this report and applicable C{eated'liy Independent Third party: ' code ns-of FBC Rerar m manufacturers installation Instructions 17022:5 5-"1 m,Nail 6trip"<(R5} _ i rib helght,16 wide 26 gauge steelstanding seam`roof panel mechanically attaclied'to 15132 piYwood or(good sfi tc lith fasteners. . , . Installation Instructions" ..' - -' Fi l R7"II A 70 S i`0 NA1 4TR7P SZ:gd prov® for use i11 HMHZ No, i 7 22 ELI f , Approved foctrse buts►de'HVH2s Yes Verified By.Locke:Bowden,.P.E.49704' Impazt Roslataet'No-_ Created, j lndependaMt Thlyd:Party.-Yes Design Presaure•+N/AJ-Tatile,AEvaluation Reports Others Referto evaluation report forconditions antl.'Ilmitatlanii,of use Install the Fi 170.ry R7 AE 170 a i' oil 0 AI STRjP tsr f assembly In cdmpllance with fife installatiogmethod ltstedin thl9 reportaifd'aipplidatile Geated'tiy Independent;TbIm pari*°Yes code.sections of-W.Refer"tosmanufacturet's installationinstruXttons 17022.b ' 6 ..":1 In Naif 5tHp (R5). '���� Y riff haighty 16"wide 0 032"aluminoitt;standing Seam roof panel mechantcaily attached to attache ._._........1. d to 15/32"PI or.Wood Deck•with fasteners,. Limitsof Uso. - Instaikithrnlnatructions Approved for use In WiiZi NoM17_022-RZ I3 FL`17022 t• +O NA7l'STRip 0 0 2 AG c<r.odf Approved for ude'outslde-HvnZ..YesVerified By Locke Bowden,P E:49704. l Irnpnct Resistainp No, Created'byytndependeMThird Party:Yes _ I Design Pressure:+N/Al-Table A Evaluation Report 1 Others Refer to evaluatlon,report for conditions and,limitatlons of use ins'tail the, Of 7022'R7'AE FL 17072,,6 '1,0 'AIL STRIP 0:032 ALUM ssr:o plidt assembly In•comence with the`instanation metiiodltsted In this report and spplicaWe Created.by.IriitepenilentTliird Partyi Yes code sections 008C.Refer to.manufacturer's insiallation instructions. 7 7 "1 in Nall;Stnp (R5j. 1.5-rib helght 19'wide,26 giuwge'steet,•standing seam roof.panel mechanically 17022. attached;to i5J32. ptywaod or, deck,with fasteners, Limits It10Use "Insbiia ton Instructions, Approvdd foruse In HVHZ-,N. "FC170�2 R7-t7'FL 17022 7"15 Nail Strja2 Q ssr:bilf Approved torose ouWide.HVHZs Yes Verified Sy:Lorke saw P,P;E.49704, Impact Resistant:No - - Created by Independent Third'Partr Yes Design pressures,,+N/AJ=TabI6 A' Evaluation Report4" Others Refer to evaluation:report,for conditions and limifations of use.Instalt the EL170 � R7 AF F1=17n2z 7 2 S Nag SM0 26C_�A pngdP assembly in comoljance'iiii:6 the instailition'method'iisted in:this;reporta xl app'icable' Created;by IndepeniientThird Party:Yes code sections:oP:f6C:Referto manufacturer's`installation-instructions. 17022.8 '8-°EMAX Rib°(RS) 29 gaugesteei,lapped roof panes mechanically attached to^15132`plywoodbr wood. deck.with exposed fasteners,., Liditts o!Use Iilatatiatlon 3nstruttlans Appreved for'uie In HVHZ Nd-, Ft 17tl 2 2'R7 IP -770 7;8�MAX Rb ssr:ndf--_" t`Approved for use outsido,HVHZi-Yes Verified By.,,. ckeBowden P E..49704, ' Impact Resistant No Created°by Independent Thlcd`Party,Yes i Design pressure:+NJA/-'rable,A Evaluation Reports Other.Refer"to evaluation report for conditions and limitations;of use.install the FI 17022-R7:AE R's]]0?2 8 EMAx Rib ssrodf assembiyln compilanco ti R',the liiStallation•method listed lo'this report and applicable; Croated;by Independent Third Party.Yes 'code sections oPFBC.Refer to inanufacturer's.installatton instructions. ' ' .170229 9'-"PBR MAX%R5)- _ 26 gauge steel;lapped roof panel michanirally attwoad ached to i5J32"ply 'orwood deckwith exposed fasteners.; Limito of Use Irkstal10tIO1t Iifatructlbnrs Apgroved for use In HVIM No FILIM R7 II FL 17022 t3 PBQ RIB _r:ridf Approved;foruse outsidetiVHZ'Yes' Veritled'By Locke'Bowden'P:E.44704 Impact Resistant,NoCreated by in8apendent°Third Party:;Yes Design;Pressure +N/AJ;Tabie A Evaluation Reports Mer.'Refer to evaluatlomreportfgrconditionsand limititionsofuse."Instail:the" , 'FC17022 R AE'FL''17021�, DP iB.-ssrodf`_ ass4mb)y,in coiripliince with`.the'installation'method,iisttid in this report slid appicabla =Created by'JnifependentThird Party:=Yes ` codes of-FBt,Refer to mantfaaurer's'InitallaUon ihstructionsr '• -=- - ` ,. - ,ientbctlM:15.,1 alak'nora'Ra,'i Tbllahsi.:-kLi2159 phoo'ei`8s0•de7=1824- _ The Stitt of 6.dda IS an.AvE&employer. i3 51410 21A*60e:it "'�"4�Y'ty 6wnmom: a�rwM'_ketenoni Ilodar rtadifa Ww, 10 dresses tree ptdfflt fetprd&'If you do not went your e-mail atldIM6Ir deaseajn resporae to a pabi i;recdrdi request do not i&W ef-D01 tc moa to QA tfitr.Instead, .t a the o r—6y phon4-,by trodWanot Mau.if you haveany gaesum,'please-tensa 850.487,!495:'PtRSUSar to SacueneSSiM(1),RWdde Stabko4,Nfcct70c'CcWbicl 2olYliauisepe ikensed.undor eliapter 45s,FS mua provide thg.Divartment mth anemt8 address.a tAey.ha've"ane:.The enwah orovided may be used for offal cammeftI6Uo i With the ikcnseIL Howtrer daVJ addresaps tie pub8c r�qud.Ir you do tint vash'to eeppty a Cersu+ol address,VtM proWde the Mi an est w8A an emt1:addie3s".htrh cati be made avoiWbk to die pudk.'44 aeurmina tlyaa we a&errcce undar.chaptcr 4ss,f.5.;please dirk hC@,; ° "uct Approval Aecapill_ ° - C Report Extt i I ri #ifE3 #I Am 349 12 .�•'x 'j ex , Y ?L S i Approvai • _ tt �� u�t # Y 4 k '�Pr ujct l l'91, A a y7 J: .x- Dkk Rib He 5 - n y{■p X1$4 yyrt$� ,rY �� �a El Ali! F Mew ")� % 1ter+ey#fib°c �1rr,� rn 1 " ' t� nrx f it y s. f Y ✓r"�,w 5z o x i° .� �,h }f ` 'x ,-3: a� ;�r,�y �y qtµr ,�y �}�' �y��rsy`�" 3 sI. tills ¢�yq .r ter l5�y, ti gay ChAlkoiilrirs. ob �y. d .�Y. ti/ i..ttiF #," �; i��{t �a "liE3M# '��y{i����.� yyyy gyp► ��,,,x� a�ils�, � � �,r�„K �����$�,:.` � _ yyyyyy ��V�ira- �g��y�_1 �jry� ¢_ � _ wi can JlV t 1V i r .fs gttrv�F t t `, �ra►tt3' i C�l����� � � ^ ` tJ � ftp.�f` :z.Ade' no n ✓fix N C[t� w Rf�1114i!`�C iNimi tint, N, 44 �"Si1F�1l�f�� '"i �If�s+�e� � r t�iltil}� �iN�Ki�� tW�3ttk�liG� 71 �7'�' 'xfrrt� w � £ .�,x`�� �<►°���i7tt.����9���a�C �'Y '° .i v � ' tiyyil Limitations: 1 Underlayment`to be compliance,with current:F-ivnda;BuidmgCode(FBC)20178"'ed 2.Minimum slope.to.be compliant with`Florida Building"Code 2017 6m,ed.,and peirw�th"Manufacturer..s installation reference. I.Products are compliant for StateoofFlorida product approval,per'Rule-61020-3 Compliance Method:J-© - w. 4.Engineenng analysis:for"project ,'dfic apprbyal by local authornles wfjunsdichon Ms'ailowed by`other registered engineers: 5.Fire class�fcatn Rs"nnt part if thrs aceepfancs Shear diaphragm values are outsxle this report; 6.Support f rning:in`compliance w1FBC 2017&sd,,Chapter,�2 for Steel,Chapter 23`for iNood and Chapter 16for Stnlduraf. Loading: 7.This,report doss not iriioly"Warfaniy installation,recommended;product use'outside,ofthis report:. PL 17022.5 1.0 Nail ttrip{26GA tiddl),1VI VVideftd,Panel.-Details ; - " P;nal ProO,le XI C' - . CSeck: -15132"or greater Plywood,.or Wootl=plahk; Integral.Snap Lock For.,RIFT,NOD!. = ApplyX76"Bead Bosfiik 915T""Sealer t: Continuous AJong,Male Rib Vertical Flange X \\�� _" Posterior I O X 1"Min:. per Table"A" ;Penpake mad Wood Screw: (TV pical.fasten ng Pattern Actp t.Width) FL 1.7022:5 1 d0 Nai1 SOP{25� ;'$,t6b)'Ie 1Nida Roof Panil-Details Fastiener, #10•X'1"Min. perTablq"A" Pancake Head Wood Screw 4 "tJai1$trlp Roof Panel S w``Z,/•.:� ., i"` !'./":iei`�:a Y%y'`.'"•`^'.i� rf::t' 1,i1�i" ';�,',•• ,:t' .. Seam Adhesive Applicaliont For.Methbd 2 ,15132"`or greater Plywood,or Apply:3116"Bead losbk 915T''Sealant' Wood punk Continuous Along Male.Rib Vertical Flange •(Refer to Table W) Isometric View s ll ll�t3i�4'f 1.7� 4 8; BCIS Home Log In ( User Registration . Hot Topics ' Submit Surcharge Stats&Facts Publications Contact Us 1 BCIS Site Map Links Search loddr � OupsroliRECEIVED uct Approval Public User 4 Product Aooroval Menu>Product or Aoolication Search>Application List>Application Detail DEC 13 2019 s FL# FL16048-R6 Application Type Revision Permittin ST. Lucie County, 9 Code Version .2017 Application Status. Approved Comments 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 17 North East Rutherford,'NJ 07073 (201) 842-2449 ¢= david.ruiz@tribuiltmaterialsgroup.com Quality AssuranceRepresentative . z= Address/Phone/Email Category Roofing 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 t4 Z � Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 07/18/2020 Validated By John W. Knezevich, PE rL/13/ Validation Checklist- Hardcopy Received { �� Certificate.of Independence FL16048 R6 COI 2017 01 %W u EE NT Una j . Referenced Standard and Year of Standard CODE COMPUANCF, 9 ( ) Standard p � p � p �Z ar ASTM D1970 ST. L�t"CUE Cn-N-II 015 ASTM G155 2005 FM 4474 ®�� 2011 FRSA/TRI April 2012 (04-12) 2012 UL1897 2012 -1 le C01mv Equivalence of Product Standards x Certified By Sections from the Code 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 „4 SUI1tE1"la,,..''(3f''-PrGtllit! x;:?+•' ..:- '� ”` + 'r.: n,. " :. r .49 ,js 7 a.;mya FL# Model,Nufrtber rir Name F x� D�SCrIpt10I1„ 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 ;F Other: 1.)The design pressure noted herein pertains to use Evaluation Reports of foam-on tile 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.pdf 5.6.4 for details. 2.) Refer to ER Section 5 for other Limits of Created by Independent Third Party: Yes Use. 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,emailaddresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.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 4 455,F.S.,please click,here. Product Approval Accepts: ,Credit Card EXTERIOR RESEARCH&DESIGN,LLC. Certificate of Authorization,#9503 353.CHRISTIAN STREET, UNIT#13 ERD OXFORD,CT 06478 (203)262-9245 EVALUATION REPORT TRI-BUILT Materials Group,LLC Evaluation Report A42960.10.12-R6 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 61G20-3 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 Report relative 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: �.�.uttrtruny—_ Robert J.M.Nieminen,P.E. �' s���al�> �`�, The facsimile seal appearing was authorized by Robert Nieminen, Florida Registration No.59166,Florida DCAANE1983 P.E. l N e P.E.on 09/25 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 I 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 TrinityI 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. TIN ERG . 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 6`h 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 S40540.11.13 11/19/2013 ERD(TST6049) Physical Properties 540540.03.14 03/26/2014 ERD(TST6049) Physical Properties 544870.04.14-2 04/02/2014 ERD(TST6049) Physical Properties 544870.04.14-3 04/02/2014 ERD(TST6049) Physical Properties 544870.04.14-1 04/10/2014 ERD(TST6049) Physical Properties 544870.04.14-4 04/10/2014 ERD(TST6049) Physical Properties 543530.02.14-1-R1 05/14/2014 ERD(TST6049) Physical Properties 543530.05.14 05/28/2014 ERD(TST6049) Physical Properties S40540.10.14 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,U.C.(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 TrinityJERD 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 119503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-116 TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017 Page 2 of 6 TRINJTY ERS:. 5. 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: TABLE 1��t�F CQVER O�!T�OJVS k xy Underlayment Asphalt Nail-On Tile Foam-On Tile Metal Wood Shakes Slate Shingles &Shingles Tri-Built Sand-R SA Shingle Yes No No No Yes Yes Underlayment Tri-Built S/A HT TU Yes Underlayment Yes Yes See 5.5.1 Yes Yes Yes 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. f � `� � f ��a�.Nti ;TABLE 1A`ALl.bWAeIE TILE AptiEStYE,/UNDEl;L/4YMENT'COMBiNk�"ICJNS� _ '� ���$ � `�"'= ��, Adhesive Florida Product Approval Underlayments, ICP Adhesives Polyset®AH-160 FL6332 Tri-Built S/A HT TU Underlayment DowTileBond" FL22525 Tri-Built S/A HT TU Underlayment 5.6 Allowable Substrates: 5.6.11 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 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-116 TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017 Page 3 of 6 TI INITY ERD 5.6.3 Bond to Mechanically Attached Base Laver: Tri-Built Sand-R 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 Uliderlayment 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 psf: 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,LLC. Evaluation Report A42960.10.12-R6 Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL16049-R6 TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017 Page 4 of 6 TRIIl11TY ERID 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(04712),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 149(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. �` TABLE 2 TitEiPPACiE;UMITIIftClrit5rtDIRE Q>CItTIXE)Nslluiltlt?Nsp4,?"'z-w„ „ 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 HT TU Underlayment Luggeda Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-R6 Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-116 TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017 Page 5 of 6 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 Lim_ itations 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 Shingle 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 D,1970 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. Roll 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 seamsshould 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 outsideahe.scope of FRSA/TRVApril 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- r Exterior Research and Design,LLC. Evaluation Report A42960.10.12-R6 Certificate of Authorization 519503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-R6 TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017 Page 6 of 6