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HomeMy WebLinkAboutAPPROVED Owens Corning Underlayment R-10 ---------------- •BCIS Hare Login T' Wer Regis',:.ation �.Ho',Topics submit Surcharge Stets&ratU Nibli:ations._...Contact Us BCIS Ste heap Emits - Search db' c�iF+rodu�t Approval?' L7Sca:Pnditr user a �' ;.r' Product A#aravai g:enu 7 Prod Ck nr a t'- n P r i 7 ARaiiMzUan last>Apphcatian Oetatl FL FL11602-it30 Appiicatlon Type Revision Code version 2017 Application Status Approved Comments Archived Product Mamaficturee Owens Corning Roofing and Asphalt,LLC AddresslPhonelEmail One Owens Corning Parkway Toledo,OH 43545 (740)321-6345 Greg.Keeler@owenscornin g.cam Authorized Signature Keeler Greg Gr-g.Keeier@owenscorning.corn Technical Representative Greg Keeler Address/Phone/Email 2790 Columbus Road Granviile, OH 43023 (7410)321-6345 grev.keeler@ov4enscorning.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcat�agary Underlavrnenrs Corrpllance Method Evaluation Report from a Florida Registered Architect or a LIcensed Florida Professional Engineer Evaluation Report-Hardcvpy Received Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report Florida License PE-591.66 Qua ty Assurance Entity Intertek Testing SerAces NA, Inc.-QA Entity Quality Assurance Contract Expiration Date 1213 1/2 02 0 validated By J&m W.Kneravich,PE Validation Checklist-Hardcopy Received Certificate of Independence FLI1602 €21[7 CQI Z [71QQI NIcNiIIVEN.pdf Referenced Standard and Year{of Standard) sItandard Year A5 i M D1970 2l]I5 A5 i M D226(physics#s) 2009 ASTM D4798 201i FRSATaU Apt it 2012 2012 TAS 117(B) 1995 UL1997 2012 1 Equivalence of Product Standards Certified By Sections from the Coda Product Apyrovai Method Method 1 oprwn D Bate submitted 1011712919 Date Validated 10117/2019 Date Pending F5C Approval 10/20/2019 Date Approved 12/10/2019 Summary of Products FL# ?Model,Number or Wame QescAption � 11602.1 Titanium hoof Underiayments Synthetic street-type roof underlayments i Limits of Use 'I Installation Instructions Approved for use in KVHZ:Na FL t W602 R10 SI 2019 1-0_.FINAL ER FL11kgz-R10. df Approved for use outside HVHZ:Yes Verified By:Robert Nrreminen PE-$9166 Impact Resistant:N/A i Created by Independent Third Party:Yes i9esign Pressure: +N/AJ-45 �Evaluation Reports Other. 1.)The design pressure noted herein pertains to use of, FLIZ50- RIi7 r�E 2Ci19 _0 FINAL ER FLIIEQ-��.{l..p� {a specific undedayment system beneath roam-nn the syrsems. Created by Independent Third Party: Yes }Refer to Cat Section 5.6.3 far details. 2.) Refer to ER Sections 5 !and 6 for other Limits of Use. Cantac�L!s::26Gi_Slalr SIG[����TaliaFrassee FL 32304 AhoaO:H5r1-§87-I$Z4 Tl}?a State-OE FldtiCa p5 an RAJ emp]Aywar_Fyn tit 2 7- 3 SFiw ilorida.::PpYSL'y! n gMPnj.:AgQE3p€9iliky ZMM.--- t::;Zcp)nd Statement, Under Florida lav1,ernaii addresses are pubGC records.If you do not want your a-mail add�-,;s releaeed iri respor*--to a pWIC-record&F"Ej st,do not Send electFVWn: Mat to this eutlty.lnsread.eDntaCt the om:e by phone or by traditional mail.If you have arty questions,please contact 850.487_1395."Pursuant W SecLlun 455.275(1), Porica S�aut.s,etfetYyve Omber 3,2¢1Z,licensees Iimised under Chapter 455,R5.ttmuft prouide tits:Department With an email address it they ba-vt oria.The emals prodded may de used For pefusal cofnmunication with the iiteiSSee,Hawever�rrdit addresses arm public record.I`You do nor vriSh to supply a personal address,please provide-the©epar[mcnt with an email address Which can be remade avciilable-to the ru§iic.TO detarrs+ine if you rre a licensee under Ghaoter 455,FS.,plea5fe dkk bait-, "duct Approval AAcci'apts: C_.';: ,�`�te E M 01 etc. Certffrrate of Authoriaotion#324:55 353 Christian Street,unit#13 - Oxford,C€05478 (203)262-9245 E1►6GWEER EVALUATE - T EsT CONSULT CERTIFY F OWeris Cnrriing Roofing and Asphalt,LLC Evaluation Report 11 99U.31.08-Ki One Owens Corning Parkway FL12602-RIO Toledo,©H 43655 fate of issuance:11103]ZOGS (740)321-6345 Revision 11 10117/2019 SCOPE.. This Evaluation Report is issued under Rule 61620-3 and the applicable rules and regulations governing the use n: construction-materials in the State of Florida.The documentation submitted has been reviewed by Robert Merninen, P.E.for use of the product under the Florida Building Cade and Florida Building Code,Residential Volume. The products described herein have been evaluated for compliance with the 511 Edition{2017)Florida Building Code sections noted herein. DEscitwnow Titanlwrff Roof Underfayments i.AiiEUNG: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein. CONMAWEd COMPUANCE: This Evaluation Report is valid until such:ime as the ranted productfs)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.of any granges to the product(s),the Quality Assurance or the production facility location(s). MEMO ETC,LLC requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVEFMSEMENT: The Evaluation Report number preceded by the words "NEMOletc. Evaluated" may be displayed in advertising literature. if any portion of the Evaluation Report is displayed,then it shall be done in its entirety. NspEalow 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 8. Prepared Jay: Robert I.M.Nieminen,P.E. The facsinlle seas appearing Was autharized by Robert �h+`rJcCB 'i fha7da Registration Mo.59166 Florida DCA ANEI98.3 ���•,:iysr n , NiMtr�en -r,a.E.on JW17/oats. 4,�s dues not serve as ar. electronically sign ed doeu ment. CERrmcAmoN QF lmrpzNDo NCE: I. NEMO ETC,LLC 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. 1 NEMO ETC,LLC is not owned,operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nienninen,A.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 Nierninen,P.E.does not have,nor wilt acquire,a financial interest in any other entity involved in the approval process of the product. 5, This is a building cede evaluation. Neither MEMO ETC LLC nor Robert Nieminen,P.E.are,in anyway,tha Designer of Record for arty project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or designs guidance unless retained specifically for that purpose. 9)2D18 NEMO ETC,LLC R€C3C3pimGx Ct3id'PONEAIT EVALUA.TiON, Product Category: Roofing Sins-Category. underlayment Compiiante Statement, Titarviuryff Roof tfnderlayments,as produced by Owens Corning Roofing and Asphalt,LLC, have demonstrated compliance with the intent of the following sections of the&Edition(2017)Florida Building Cade through testing in accordance with applicable sections the following Standards. Compliance is subject to the Installation Requirements and Limitations 1 Conditions of Use set forth herein. D•-8 Section Pros a Standard Year 1504.3.1 Wind uplift UL 1897 2012 1507.1.1,R905A.1 Exception Unrolling,Breaking Strength,Pliability ASTM D226 2009 1507.L1,R905.1.1 Exception Tear Strength ASTM D197D 2015 1507.1.1,T1507.1.1,1507.2.13.2 Physicai Properties ASTM M70 2015 _ 1507,3.3 Physical Properties FRSAJTR3 April 2012(R4-12) 2012 TA5 1:10 Accelerated Weathering ASTM i74798 2011 TA5110 Ptah-through resistance TA5117(B) 1995 Entice Examination Reference Hate ERD(TST6049) Physical Properties €M10.04.09 04MY2009 ERD(TST6049) Physical Properties I15f11i).f15.10 05/14/2010 ERD(TST6045) Physical Properties €35520.06.11 06/25/2011 ERD(TST6049) ASTM 0226 138010.08.11 W11/2011 ERD(TST6049) Wind Upffft 135520-08.11-1 08/12/2011 ITS(TST1503) ASTM D226 311801000Q-00 G4126/2007 ITS(TST1509) ASTM D226 3M639COQ-002A 08/2112M7 rf5(TST1509) Physical Propenes 3 1666VCOQ-005 10/31/2007 fi5(TS71509) ASTM 0226 101923107COQ 011 01/2312015 ERD(€-"T6049) Physical Properties(NH) 4j-0C-19-5511DL-01.A 06/14/2019 Owens Corning Product equivalency t7eciaration 06118/2018 PRI(-FST5878) ASTM€31970 OCF-341-02-01 09120/2017 PRI(T ST5878) ASTM 01970;Tear strength DCF-331-02-02 10/03/2017 PRI(T51 Sd70) ASTM❑7.379,Tear strength 6CF-.332-02-02 10/03/2,017 PRI(M T 5878) AslVI D1970;Tear strength OCF-334-02-02 10/03/201.7 PRI(TST5978) FRSAMT April 2012(04-12),partial 0CF-343-02-01 1110912017 Pill(TST58781 AS"M D4798 OCF-341-032-01 11/27/2017 PRI(TST5878) TAS 117(B);Pull-through OCF-427-02-02 04/03/2018 PRt(TST5878) FRSA/TRI April 2012 t04-1.2),partial OCF-425-02-01 09/13/2013 PRI(TST5878) ASTM D226/ASTM D4798 OCF-331-02-01 R1 05/0712019 PRI OS-M79) ASTM 02261 ASTM D4798 0CF-M-02-0I R1 05/07/2019 PRE(TSf587a) ASTM D226I ASTM D4798 CCF-334-02-01 R1 05/0712019 PRI(TSTSM) UL1897 1378;OU2 07110/2019 PRI(TST5878) Tensile adhesion 0CF-507-02-01 0911312019 ITS(QUA1673) Ctuality Control ITS Listings Current ITS(QUA1673) Quality Control Service Confirmation 0913OV2017 AEEMOETC._Lic Evaluation Report f9.198[5.11.tI8-R17 Cest;icara of Authorization r32455 a EDITION(2DI71 F8C°,1011-HV14Z FVAILl3R:ltW �IS6EtZ•R1Q Titanium Roof underl;3yrr enm Revision 11.10/171ZG13 Page 2 of a � B a Product Specification €'lant s Descnsst[on 4.1- itani--arn'PSU-aO Ate}D1970 Dubai,lid& unreinforced polymer modified bitumen mazer al adhered and 1;SA/f Rl Brentwood,NH t11 ul -side of a polymer-coated,y fnthetic woven Apr(''2012 sheet. The underside is backed with a reiease fibre. unit weight 24 ibsJsquare 4.2 Titanium `UDL-25 FBC 1.507.1.1 Qingdao,China synthetic sheet-type underiayment comprised Of a woven &R905.1.1 core coated on one side with a polymer coating. Unit (Exception) weight 2.5 lbs./square 4.3 Titanium'°'UDL-30 FBC 1507.1-1 Mission,SC, synthetic sheet-type underlayment comprised of a woven &R905.1.1 Canada& core coated on both sides with a polymer coating. Unit (Exception) Qingdao,China weight 4.0 lbs./square 4--A Titan=.urn`"'UDL--50 FBC 1507.1.1 Mission,BC, synthetic sheet-type underlayment comprised of a woven &13905.1.1 Canada& core coated on both sides with a polymer coating. Unit Exception) Qingdao,Chinn weight 4-7 1lss.1squ2re a 5.1 This is a builrl'rng code evaluation. Neither MEMO ETC,LLC nor Robert Nleminen,P.E-are,in any way,the Resigner 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 purpmLs - 5.2 This Evaluation Report is not for use in i=i3C HVHZjurisd-ictions. 5.3 Fire Classification is not part of this report,refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 T-rtaniurnl' Hoof 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 Rolf Covers: T ABLE ' ROOF COVER OPTCC3Ai5 Asphalt f Wood Shakes Eln6a11aymsne Shireglas REail.ox'liie 7f Foam 3 'Pife Mahal $S3�1ngIss �( swa ;vniu n�SLF=3i3 Yes Yes Yes Yes -- Yes ! Yes Titanium UDL 25 Yes No NO Yes Yes Yes Yes Yes Titanium UDL-30 Yes (Base shear in 2-Ply (Rase Sheer in x-Oy Yes � Yes � Yes sys Rml ays em} Titanium UDL SD Yes IVv 1•f❑ Yes Yes Yes rN=.M0 ETC,LLC EvaluWvn Report 121930.11.0"11 Ce�ce a AuthodWsoa#32455 0 EDi" ON{2017)PBC 1413N-i-lVRZ EVAWA ION ;LT1uil3-4IC 'ritmium Roof MnderlaYrnents Revision n.!0V2712029 Page 3 a S 5.5.1 "Foam-On Tile'is limited to use of following Approved the adhesives/undedayment combinations. ° TA$r.E 1A:ALLowA6LE TiLEADHMvE(UnveRL4Yr ExT t"ommNATll]W 3 E3ridedaymerrt Adhesive Florida Prods Approval DUPONTTile bond' Ff-22525 Titanium P5U-30 iCP Adhesives Polysets AH-160 { FL6332 1CP Adhesives PolysetO RTA-1 FL6276 5.6 Allowable Substrates{for self_ajheringll: TAw 2:SussmATE OmoNs Underlayment Primer Substrates (Optional)ASTM D41 plywood None AS i M D226 felt iC3rFiirrr2 P�U,30 A.STM D41 'r"rliurn UDL-37 None -manium UDL-34(inverted) 5.5.T bind Resistance for lJnderiayment 5vstern5 in Foam-L7n Tile Applications: FRSA/TRI April 2012(04-12)sloes not address wind uplift resistance of all underlayment systems beneath foam-on the systems,where the underlayment forms par;of the load-path. The following wind uplift limitations apply to underiayment systems that are not addressed iri FRSA/TRI April 2012(04-12)and are used in€parr£on the 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{G4-I2),Appendix A,Table 1A or FBC 1609:or determination of design wind loads. 41 Maxirrmm Design Pressure=-45 psf_ Deck: Min. 15132-inch plywood to meet project requiremerts to satisfaction of Authority Having Jurisdiction. Pruner. (Optional)A5TM 041 Underlayr-nent: One or two plies, Titanium PSU-30, self-adhered and back-nailed max. 5" o.c. with 1.2 ga_ galvWzed annular rink shank nailsthrough 32 ga.,1-5/8-inch diarnetertir.caps in accordance with Owens Corning Roofing and Asphait,LLC published installation requirements. #2 Maximum Design Pressure=-30 psf*: Deck: Min. 15J32-Inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction, Base Sheet: Titanium UDL-30(inverted) Fasteners: 12 ga.annular ring shank nails having not less than 20 rings per inch,heads not less thart 318 inch diameter and length sufficient to penetrate through the thickness of deck not less than 3I16-inch with min.32 ga.,1-5f8"diameter tin cabs Spacing: 6-inch o.c.at 4-inch wide side laps and 12-inch a-c.at three(3),equally spaced center rows. Primer: ASTIR€D4.1 primer required at all tin-caps. Underlayment. One or two plies,Tltanlum PSU 10,self-adhered and back-nailed max.V o.c.with 12ga_galvanized annular rink shank nails through 32 ga., 1-5/8-inch diameter tin raps in accordance with Owens Corning hoofing and Asphalt,LLC published Installation requirements. 'Refer to Tile Manu�fticturees or Adhesive Murufacturer's FlorOa PrrductApproval for Overturning Moment Resistance Performance. NEMG E7C,LLC EvaluaVon Report 111M.MMA11 CETtfj to a;Aut.l2wizotiorr#32$55 6`ED1710N('2017)FBC NQrN-,PVEiZ EVALUA'noilf FL11602-R1Q Titanium Roof Underlayments RevWon 11-20/17_12019 Page 4 of S 04NEMO I etc, 43 Maximum Design Pressure=-30 asf*: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having jurisdiction, Base Sheet: Titanium UDL-30(printed side up) Fasteners: 12 ga.annular ring shank nails having not less than 20 rings per inch,heads not less than 318 inch diameter and length sufficient to penetrate through the thickness of deck not less than 3116-inch with min.32 ga.,1-51r diameter tin caps. Spacing: 6-inch o-c.at 44nch wide side laps and 12-.inch o-c.at three{3),equally spaced center rows. Primer: AS TM D41 primer required aver printed side of UDL--30. Underlayment_ One ortwo plies,Titanium P5U 30,self adhered and back-nailed m=V o.c.with 12 ga.galvanized annular rink shank nails through 32 ga.,1-5/8-inch diameter tin caps in accordance with Owens Corning Roofing and Asphalt,LLC published installation.requirements. #4 Maximum Design Pressure=-45 sf*-: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Titanium UDL--30 diverted) Fasteners; 12 ga_annular ring shank nails hating molt less than 20 rings per inch,heads not lessthan 3/9 inch diameter and Iength sufficient to penetrate through the thickness of deck not less than 3J16-inch with min.32 ga.,1-518"diameter tin caps spacing: 6-inch o.c.at 4•-inch wide side laps and 8-inch o.c,at three(3),equally spaced venter rows. Primer: ASfM D441 primer required at all tin-caps. Under€ayrnent: One or two plies,Titanium PSU 30, self-adhered and back-nailed 6" o.c.with 12 ga. galvanized annular rink shank nails through 32 ga.,1-5/8-inch diameter tin caps in accordance with Owens Corning€iooffng and Asphalt,LLC published installation requirements. #F5 Maximum Design Pressure=-45 sf*: Deck: Min. 15J32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction_ Base Sheet: Titanium UDL-30(printed side up) Fasteners: 12 ga.annular ring shank nails having not less.tharti 20 rings per inch,heads not less than 3/8 inch diameter and length sufficient to penetrate through the thickness of deck not less than 3/16-inch with rain.32 ga_,1-5/8"diameter tin caps. Spacing: 6-inch o.c.at 4-inch wide side laps and 8-inch o.c.at three(3),equally spaced center rows. Primer: ASTM D41 primer required over printed side of UDL-30. Underlayment. Ooze Or Lwo plies,Titanium PSL1 30,self-adhered and hack-nailed 6"o.c.-mith 12 ga_galvanized annular rink shank nails through 32 ga.,1-5/8-inch diameter tin taps in accordance with Owens Corning Roofing and Asphalt,LLC published installation requirements. 16.4.1 For mechanically attached Base Sheet,the maximurn design pressure for the selected assembly shall meat or exceed that required under FRSAJTRI April 2012(04--12),Appendix A,Table IA- Alternatively,the maximum design pressure for the selected assembly shall rneet or exceed the Zone 1 design pressure determined in accordance with FBC 1609. 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 ANSijSPRI WDI,FM Loss Prevention Data Sheet 1-29 and Rocfir?g Application Standard RAS 117. Assemblies marked with an asterisk*carry the limitations set forth in Section 2.2.10.1 of FAIT Loss Prevention Data Sheet 1-29(lanuary 2016) for Zone 2/3 enhancements_ 5.7 Exposure Limitations: Titanium}UDI-25,Titanium UDL-30,Titanium UDL-50 or Titanium PSU-30 shall not he Rest exposed for longer than 180-clays. 7EiV10 ETC,LLc Evaluation Report 1119MAL S-R11 C Voftcaw of AIFh6Ti=1'1"#33245.5 0=t33T'lON(2027)F13C NQW-1.1vH2 EVALUATION F'z11602-P,c Titanium Roof Unde+iaymeras Revision 11:1€311712019 Face 5 of a NNEIVIO�etc. 5-8 Tile Slippage LlrnitatiQnslper r"RSAJTRl April Zqj2 jg4-1a When loading roof tiles on the underlayrnent in direct-deck the 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 3. T&E SuPPAGE l.[miTAnoNs FoR Dina-DECKTILE lrmrA,LATlor45 { Underiayment Tle Profile Staging Method Maximum Slope Hat Max.10-tile stack 5:12 Flat Max 5-tile stack 6:12 Lugged Max.1€i<-tile stack 4.12 Lugged Max.5-tile stack 5.12 Max.10-tile s�ack_(5 over 5] € Titanium PSU-30 i Lugger 5:12 k � i 9 6.? Titanium Roof Cinderlayrnents shall be installed in accordance with Owens Corning Roofing and Asphalt, LLC published installation requirements subjectto 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 Tiita€sium''UDL 25,Titanium UDL 30 or Titanium UDL-50., 6.3.1 Small be installed in compliance with the requirements for ASTM D226,Type 1 or 11 underlayment in FBC Fable 1507.1.1 or R905.1-1 farthe type of prepared roof covering to be installed,considering the wider sheet-width. 6.3-2 Fasteners- Mechanical attachment of Titanium UDL-25 and Titan€um UCL-30 is limited to ring, shank, roofing nails witti minimum 14nch diameter plastic caps. Mechanical attachment of Titanium UDL--50 is limited to ring shank roaring nails with minimum 3/8-inch diameter Beads;drig shank roofing nails with minimum 1-inch diameter plastic caps,screws and plates;or plastic cap staples. 6.3.2,1 Code Reference. The Exception statement in FBC 1507.1.1 and FBC R905.1,1 states_ `-.except metal cop nails sholl he required where the ultimate design wind speed,V,,r&equals or exceeds 150 mph." Owens Corning Roofing and Asphalt,LLC has furnished data tQ permit the use of 1-inch diameter plastic cap trails in lieu of metal cap nails for these appiications,whan the T-itaniurn'a'UOL 25,Titanium UDL-30 or Titanium UDL-30 urdertayment Is installed beneath mechanically fastened prepared roof covers referenced in FBC Table I507.1.1 or R905.1.1. memo E-tc'u c Evaluation Rupert i11980.11.a8-91.1 CerFiJiratepfAUthwiWd(?n#32455 S�K EC]iTiok'd 12017)FBC d0N-HVHZ EVALUA-HON FL' IGM-B10 Titanium Roo#Underleyments Revision 11!1,0/17/2029 Page 8 of 8 O( NEMQJeU� 6.3.3 Slaves of 4:12 or greater: End(vertical)laps shall be minimurn 6-inches and side{horizontal)laps shall be minimum 4-Inches. End(vertical) laps shall be offset from course to course not less than 6 feet Minimum attachment shall be in accordance with FSC Table 1507.1.1 or R965.1.1. When batten systems are to he installed atop the underlayment the underlayment need only be preliminarily attached pending attachment of the battens. 6.3.4 Slaves of 2:12 to less than 4.22: End(vertical)laps shall be minimum 12-inches and side(horizontal)laps shall be minimumm 25-inches. End(vertical) laps shaft be offset from course to course not less than 6 feet. Begin by fastening a 25-inch wide strip along the eaves. Place a'Full-width sheet' over the starter, completely overlappingtte starter course. Continue upslope,maintaining minimum 25-inch side(horizontal)laps,resulting in a double-layer application. Minimum attachment shall be in accordance with l SC Table 1507.1.1 or R9055.1.1. Secure end laps 4-inch o.c. 1i'ilhen batten systems are to be installed atop the underlayment,the underlayment need only be preliminarily attached;)ending attachment of the battens_ 15.4 j Tffaniunfa PSU-30: 6A.= Non Tile Installations: - - - - 5hail be installed in compliance with the codified requirements for ASTM D1970 underlayment in FaC Table 1507.1.? for the type of prepared roof covering to be installed, and Owens Corning published requirements. Titaniumt"PSU-30 shall be back-mailed in accordance with Owens Corning published installation requirements. 6 4.2 Nail-fin Tile Applications: Shall be installed in compliance with the requirements for Self-Adhered membrane underlayment set forth in 1 RSAJTRI April 2012(04-12),and Owens Corning published requirements. Titanium"I PSU-30 shall be back--misled max. 6" o.c. with 12 ga, galvanized annular rink shank nails: through 32 ga., 1-5/8-inch diameter tsn caps in accordance with Owens Coming published installation requirements, Refer to Section 5.8 for tilt staging limltations- 6.4.3 Foarn-On Tile Applications: Stull be installed in compliance with the requirements for Self-Adhered Membrane underlayment set forth In FRSAITRI April 2012(04-12),and Owens Corning published requirements.T Ranium'PSU-30 shall be back-nailed [max_ r" with 12 ga_ galvanized annular rink shank nails through 32 ga., 1-5/9-inch diameter em caps in accordance with Owens Corning published installation requirements. Refer to Table 1A for allowable tile adhesives. Refer to Section 5.6.1 for wind uplift limitations. Refer to Section 5.8 for Life staging limitations. 6.` Titanium 2-P y System: 6.5.1 the Titanium 2-Ply System consists of a base layer of Titanium tll3L--30 (toll-surface pruned or sheet inverted) mechanically attached to the wood roof deck followed by Titanium PSU-30,self-adhered. 6.5.2 Non-Tile Applications: lnstallTitan9urn UDL-3t1(tap surface primed orsheet inverted)in accordance with Seniors 6.3 follower!byTitaniurn PSU-30 in accordance with Section 6A- NEIVIO ITC,LLC fvaluaUca Report 1119W.11,09-Ril Cer6tj=e of A u thorizo&v 4*2453 P EiNTION 120471:SC NON-HIIHZ EfALi3A"f= ;LLIU2-Rie rd2nlum Roof I;tndeftyments Revision 11.,10/1712019 Page 7 of 9 OOMEMOjetCa 6.5.3 Nail-On Tiie Apolications; For nai'-on the installations, install Titanium3? UD --30 (top surface primed or sheet Inverted) in accordance.with FRSA]TRi April 2012(04-12),using Section 6.3 as a guide,and considering the wider sheet width relative to ASTM D226 felt Then apply Titanium PSU-30 in accordance with Section 6.4. Refer to Section 5.8 for the staging limitations. 6.5.4 Foam-On_Tile Applications: For foam-art the installations,install Titanium UDL--30(top surface primed or sheet inverted) in accordance with Section 5.6.1 herein. Then apply Titanium PS#d-30 in accordance with Section 6.4 Refer to Table 1A for allowable the adhesives, Refer to Section 5.61 for wind upfift limitations. Referto Section 5.8 for tile staging limitations. As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. Contact the manufacturer or the naraed.QA entity for plants covered under Rule 51G20-3 QA requirements. Refer to Section 4 herein for product&production locations having met codified physical properties specifications. #nterrei;Testing SeMces NA inc,--QUA1673;(604)5203321 -EWD OF EVALUATION REPORT- -iEMG ETC,LL£ Evaluation Report 111.980-IL08-R11 Certifk&eafAythoriratim#32455 0EL#TiON(8Q17)FSCNQf4•FcVKZEVALUlkIMN FL11£42-R14 '%Wtum Roof Underlayments Ravisian 21:3.0117f 2919 Page a of 8