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HomeMy WebLinkAboutProduct Approval,UNDERLAYMENT 5/6/2021 Florida Building Code Online 71 b rBC(S Home Lugin i Use'Reglstratlon ; 'HotTopics Submitsurcharge{ Stats&Facts publications g Contactus BCIsSiteMap I Linkssearch"I 4111r, F. 11 .it4i Product Approval ti s'r USER:Public Uscr Produtt'Aooroval Menu>product or'AggLg&a Search>Application J< >Application Detail FL11602-R12 Application Type Revision Code Version 2020 :Application Status Approved Comments Archived Product Manufacturer Owens Corning Roofing and Asphalt,LLC :Address/Phone/Email One Owens Corning Parkway Toledo,OH 43645 (740)321-6345 Greg.Keel er@owenscorning.eom Authorized.5ignature Keeler.Greg Greg,Keel er@owenecornIng.corn Technical Representative Greg Keeler Address/Phone/Email 2790 Columbus Road Granville,OH 43023 (740)321-6345 greg.keelerCal owe nscoming.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a.Llcensed Florida' Professional Engineer Evaluation Report Hardcopy Received i Florida Engineer or Architect Name who developed the Robert Nleminen Evaluation Report Florida License PE-59166 Quality Assurance Entity Intertek Testing Services NA,Inc.-QA Entity Quality Assurance Contract Expiration Date 12%31/2023 Validated By. John W.Knezevich,PE n •Validation Checklist-Hardcopy Received Certificate of independence F1-11602 Rig COi 2621 01 CO1:NIE IM NEN•p_df Referenced Standard and Year(of Standard) Standard year ASTM D1970 2015 ASTM D4533(tear strength) 2015 ASTM D4798(weathering) 2011 ASTM D4860(liquid transmission) 2016 ASTM D5035(tenslle) .2011 FRSA/TRI,Sixth.Edition 2018 UL1887 2015 Equivalence of Product Standards Certified By httpsdifloridabuilding.org/prlpr_app_dtl.aspx i112 5/6/2021 Florida Building Code Online Sections from the Code Product,Approval'M,ethod Method 1 Option D Date Submitted D2/12/2021 Date Validated 02/14/2021 -Date Pending FBC Approval Dip3%2021 ;Date Approved 04/13/2021 Date Revised 04f19%2021 Summary of Products FL# Model,Number or Name Description 11602.1 n Titanium Roof Underlayments Synthetic sheet-type roof.underlayments Limits of Use installation Instructions Approved for use ln.HVHZ:'No Fu1602 R12:II 2621 02 12, FINAL ER'TITANIUM'.FL11602-i Approved for use outside'HVHZ:Yes R�pj - Impact Resistant;N/A Verified By:,Robert Nieminen PE-59166 Design Pressure:+N/A/>142.5 Created by Independent Third Party:Yes !I Other:1.)The design pressure noted herein pertains to use Evaluatlon Reports of a specific underlaynient systern beneath the roof systems. FLIT 2 R12 AE •2n21 02 12 FINAL,ER TITANTl1M FL1t(502 a Refer to ER Se6tion'5,8.3 for details.2.)Refer to ER Sections Sand 6 for_other.Umits of use. Created by Independent Third Party.Yes. coma ;:2601=Blair Stone(toad.Tallahassee.FL.32399 Phone:850-487-1624- The State of Florida,is an AA/EEO employer,r„4ovrtaht 2007-2013 State of Florida. -rive 5ta[ement:;Accessibilitv'Statement Refund'St0itement Under.Florida law,-email addresses are public records.If you do not want your etmail address'released In"response to a putihc-records request,do not send electronic mall to this entity., contact the officeby phone or by'tradltional mail.If you have any questions,please contact 85,OAS7.1395.*Pursuant to:Section'455.275(1), Florida Statutes;enective October 1..2012,licensees licensed under Chapter455,F.S.must provlde,the Department with an email addressIt they have one.The emalLs provided'maybe used for afBclal 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.7o determine if You area licensee under Chapter 455,F S.,please click bgM-. Produa Approval Accepts; Credit Card safe https://floddabuilding.org/pr/pr_app_dt:aspz 212 1 I � I '"EIS o etc. Certificate of Authorization#32455 353.Christian Street,Unit#13 Oxford,CT 06478 (203)262-9245. ENGINEER EVALUATE TEST CONSULT tREPORT Owens Corning Roofing and Asphalt,LLC Evaluation Report 111980:11.08-R13 One Owens Corning Parkway FL1160Z-R12 Toiedo.,'OH 43659 Date of Issuance,11103/2008 (740)3114345 . Revision 13:02/12/2021 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, _Z for use of the product under the Florida Building C.ode. The products,described,herein have been evaluated for compliance with the'7th Edition.(2020)Florida Building Code sections noted herein. i DESCRIPTION: Titarill Roof""Underlayments`;` LAaELmrs: Labeling shall be in accordance with.the-requirements of the Accredited Quality.Assurance Agency noted :herein and FBC 1507.1.1. CONTINUED COMPUANCE This Evaluation.Report is valid until such time.as the named product(s)_changes,the referenced Quality Assurance or prod uction'faci I ity locatidn(s) changes, be Code provisions that relate to the product(s) change. Acceptance of our Evaluation. Reports by:the;named client constitutes agreement to notify NEMO ETC, LLC of any changes to the peoduct(s), the Quality Assurance or the production facility"location(s). NEIVIO ETC,'LLC requires a complete review of its Evaluation'Report relative to updated Code requirements with each Code Cycle. I ADVERTISEMENT:The Florida Product Approval Number (FL#)"preceded by the'words "NEMO(etc. 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* Prepared by: I'-; Robert J.M.Nieminen,P.E. ,�s` The'facsimile seahappearing Was authorized byRobert `^7r Nieminen.P.E.on 02/12/1021.This does not serve as an 0orfdo Registration No.59166,Florid6 DCAANE19B3 electronically signed document. CERTIFICATION or INDEPENDENCE: 1. :NENIO 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. 2. NEMO ETC,LLCis-not owned,operated or controlled by any company manufacturing or distributing products it evaluates. 3, 'Robert'Nieminen,P.E.does not have nor wilt 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 hoot 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 NEMO ETC,LLC nor Robert Nieminen,P.E.are,in any way,_fhe 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. ©2018 NEMO ETC,LLC I f4NEM0 etc. ROOFING COMPONENT EVALUATION: Product"Category: Roofing Sub-Category:- Underlayment Compliance Statement: Titanium®Roof.Underlayments,as produced by Owens Corning Roofing and Asphalt, LLC,.have.demonstrated compliance with the following sections of the 7th Edition(iO7O)Florida-Building Code through testing in accordance with applicable sections the following Standards, Compliance is subject to,the Installation Requirements and Limitations]Conditions.of Use set forth'herein. :STANDARDS* Section Pro e' Standard Year 1504.3.1 Wind resistance UL 1897 2015 1507.1.1,'1567.2.4,1507.2.9.2/R905.1.1, Material standard ASTM D1970 2015 R905:2.8:2 1507.1.1.1(2&3,Exception),1507.1.1A(5)_/. Tear-strength ASTM D4533 2015 R905.1.1.1(2&3;Exception),R9OS.1.1.1(5) 1507,1,1.1(M3,Exception),1507.1.1.1(5)/ Tensile strength ASTM D5085 2011_ •R905.1.11(2&3,Exception),11905.1.1.1(5) 1507.1.1.1(5)/.R905.1.1:1(5) Liquid water transmission ASTM D4869 2016 1507.3.3/R9D5.3,3 Material standard FR5A/TRI,Sixth Edition 2018 TA5110 Accelerated Weathering ASTM D4798 2011 Entt Examination Reference Date ERD(TST6049) Various,systern tests 135520.06.11 06/15/2011 ERD(TSTrWsl) Wind Uplift 135520.09.11-1 08/12/2011 ITS(TST1509) FRSA/TRI,partial 3126617COQ 005 10/31%2007 ITS.(TST1569) ASTM D4869,LWT 101823107COQ-007A. 12/09/2014 Owens Corning product equivalency 'Declaration 06/18/2018 NEMO(TST6049) FRSA/TRI,tile slippage 4j-OC-19-SSUDL-01,A. 06/14/2019 PRI(TST5878) ASTM D1970 OCF-341-02-01 09/20/2017 j PRI(TST5878) FRSA/TRL partial 0CF-343-02-01 11/09/2017 PRI(TSTS878) AM D4798;D1970 OCF-341-02-01 11/27/2017 PRI(TST5878) TAS.117(8),'Pull-.through OCF-422-02-02 04/03/2018 PRI(TST5878) FRSA/TRI,partial OCF-425-02-01 08/13/2618 PRI(TST5878) UL1897 137ST002 07/10/2019 PRI(TST5878) ASTM 01623,TAS 163 OCF=507-02-01 08/13/2019 PRI(TST5878) UL1897 1378T0117 10/20/2020 PRI(TST5878) ASTM D4533,D4798,D5035 1378TO110. 10/15/202d PRI(TST5878) ASTM D4533,D4798,D5035 1378T0111- 10/15/2020 PRI(TST5878) ASTM D4533;D4798,'D5035 1318T611Z 10/15/2020 PRI(TST5878) ASTM D4533,D4798,D5035 1378T0059 02/13/M20 PRI.(TSTS878) ASTIvtD8257-20 1378TOO61 01/21/2021 ITS(QUA1673) Quality Control :Service Confirmation 12/09/1020 ITS(QUA1673) 'Quality Control Florida BCIS Current I NF MO ETC,LLC Evaluation Report 111980.11.08-R13 certi/ic6te6fAuthaamnant1324s5 P1 EDITION(20M)FBC h6N,HVHZ,EVALUATION FL11G02-R12 Titanium°Roof UndeHaytnents Revision 13i 02/12/2021 Page 2 of 8 I ; ONEMo etc. •eo ! e Product Material Standard' Plant(s) Description 4.1 Titanium"PSU-30 ASTM D1970 and Dubai,'UAE unreinforced polymer modified bitumen material FRSA/TRI 09=18 Brentwood,NH adhered to the underside'of a polymer-coated, synthetic woven sheet. The underside is backed with a release film. Unit weight 24 Ibs/square 4.2 Titanium°UDL-25 15D7.1.1.1(28t3,. Qingdao,China synthetic sheet-type underlayment comprised of Exception),1507.1.1.1(5)/ a woven core coated on one side with a polymer R905.1.1.1(2&3, coating. ,Unit weight 2.5 ibs./square Exception),R905.1,1.1(5) 4.3 Titanium UDL-30 1507.1.1.1(2&3, Qingdao,China synthetic sheet-type underlayment comprised of Exception),1507.1,1.1(5)/ a woven core coated on both sides with a R905.1.1.1(293, polymer coating. Unit weight 4.0 Ibs,/square Exception),R905.1.1A(5) 4.4 Titaniume UDL-50 1507.1.1.1(2&3, Qingdao,China synthetic sheet-type underiayment comprised of Exception),1507.1.1:1(5)/ a woven care-coated an both sides with a R905.1.1.1(2&3, polymer coating. .Unit.weight 4.7 Ibs,/square Exception),R905.1.1,1(5) 4.5 Titanium®X30 1507.1.1.1(2&3, Qingdao,China synthetic sheet-type underlayment comprised of Exception),1507.1.1.1(5)/ a non-woven pDlypropyiene'top scrim laminated R905.1.1.1(2&3, to a central non-woven polypropylene scrim with Exception),R905.1.1.1(5) polymeric coating on the bottom side. Unit ASTM D8257 weight 5.0 lbs./square. a _51 This is a building code evaluation, Neither NEW ETC,LLC nor Robert Nieininen,O.E.are,inany way,the Designer I of Record for any project on which'this Evaluation Report,or previous versions thereof,:is/was used for permitting or design guidance unless'refained specifically for that purpose. 5.2 This Evaluation Report is.not for use in FBC High Velocity Hurricane Zone jurisdictions(Le., Broward and Miami- Dade Counties). 5.3 This Evaluation Report pertains to above-deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. 5.4 This Evaluation Report does not include evaluation of fire classification. Refer to FBC 1505 for requirements and limitations regarding roof assembly'fire classification. Refer to FBC,2605 for, requirements and limitations concerning the use of foam plastic insulation. 5.5 Titanium" Roof Underlayments maybe used with any prepared roof cover where the product is specifically referenced within FBC approval documents. if not listed, a request maybe made to the Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering:. 5,6 Allowable Roof Covers: TA6LE 1 ROOf COVER OPTIONS, FBC Section: 1507.2 IS07.3 1507.4 6 1507.5 1507.7 150R8&1507.9 Clay and Concrete Tile Asphalt Metal Panels. Slate or Slate- Wood Shingles and Underlayment Mechanical Adhesive- Shingles Attach Set and Shingles Type Shingles- Shakes . Yes Titanium"PSU-30 Yes Yes Yes Yes, Yes (iaintstrips,1507.1.1.3/ (See S.6.1) R905.1.1,3) Titanium°UDL-25 Yes No No Yes Yes No NEMO ETC,'LLC Evaluation Report I11980.11.08-R33 Certificate of ftihorization 02455 7n'EDITION(2020)FBC NON-HVHZ EVALUATION FL11602-R12 Titantume Roof Underlayments Revision 130 02/12/2021 Page 1 of a . NEMO i etc. TABLE 1. ROOF COVER OPTIONS FBCSectfont .1507.2 1507.3 2507.4&150L5, 1507.7 15o7.a&.3507.9 Clay and Concrete Tile Underla meat Asphalt Metal Panels Slate or Slate- Wood Shingles and y_ Shingles Mechanical Adheslve Attach Set and Shingles Type Shingles Shakes Yes Yes Titanlum®UDL-30 Yes (BaseSheetin (Base Sheet in Yes Yes No 2•ply system) 2-ply system) Titanium"'UDL=50 Yes No No Yes Yes No Titanium®X30 Yes No No Yes Yes No 5.6.1 Adhesive=set Is limited to use of following underlayment/tile-adhesive combinations. TABLE3A;ALLOWA9lE TILE ADHESIVE/UNDERLAYMENT COMBINATIONS Underiayment. Adhesive Florida Product Approval Dupont' ite Bond'm Roof Tile e Adhesive" FL2 525 Titanium6 PSU-30 ICP Adhesives and,Sealants"Polyset"AH-160" FL6332 ICP Adhesives and Sealants"06lyseta.11TA-1" FL6276 5.7 Allowable Substrates: TABLE 2. SU85TRATE OPTIONS FOR ADHERED UNDERLAYMEIM Substrates(designed to meet wind loads for project) tnderlayment Application Type Primer Materlai(s) 'Deck sheathing (Optional).ASTMD41 Plywood 0 Titanium 0SU-30 self-adhering None ASTM D226,Type II felt Base sheet ASTM D41 Titaniume UDL-36 i None Titanlum®.UDL-30(inverted) 5.8 Attachment Limitations: 5.8.1 For use under mechanically attached NON=TILE prepared roof coverings,attachment shall be in-accordance with the manufacturer's installation instructions,but—for mechanically attached underlayments or base sheets-not less than FBC 1507.1.1 or R905.1.1, 5.8.2 For use under the roof 'systems; attachment.shall be in accordance with the manufacturer's installation j instructions,but not less.than Section 5.8.3 herein. 5.8.3 Wind Resistance for Underlavment Systems in Tile Roof Applications: The following wind uplift limitations apply to underlayrent systems that are not prescriptive in the FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual,Sixth Edition. The Maximum Design Pressure is the result of testing for wind load resistance.based on allowable wind loads,and reflects the u It!mate.passing pressure divided by 2(the 2 to 1 margin of safety per FBC 1504.'9 has already been applied). 5.8.3.1 Direct-to-Deck: The maximum design pressure for the selected assembly shall meet or.exceed that required under FRSA/TRI Florida High Wind Concrete and Clay Roof Tile installation Manual,Sixth Edition,Appendix A,Table 1A or the critical(highest)design pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3, j i Refer to Tile Manufacturer`s or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. NEMO ETC,LLC Evaluation Report 111980.11.08-R13 Certificate of Authorization#32455 71"EDITION(2020)FBC NON-HVH2'EVALUATION FL11602-R12 Titanium°Roof underlayments Revision 23c 02/12/2021 Page 4 of 8 I *N.Emo],eu. #1 Maximum Design Pressure=-45 osf: Deck: Min.15/32-inch plywood to meet project requirements io'satisfaction of Authority Having Jurisdiction. Primer: (Optional)ASTM D41• .Underlayment: 'One or two plies Titanium® PSU-30, self-adhered and back=nailed max. 6" o.c::with 12'ga.-galvanized annular rink sharik nails through 32 ga.;1-5/8-Inch diameter tin caps in accordance with Owens Corning Roofing and Asphalt,LLC published installation requirements. #2 Maximum Design Pressure,=-142.5 nsf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: None Underlayment: 10ne ply Titanium°PSU-30,self-adhered'and back-nailed max.6"o:c.with 12 ga.galvanized annular rink shank nails through'32'ga.,VS/8-Inch diameter tin caps In accordance with Owens Corning Roofing and Asphalt,LLC published installation requirements. 5.8.32 Mechanically-Attached Base"Sheet: The maximum:design,pressurel for the selected,assembly;shall meet or exceed that required under.FRSA/TRI Florida High.Wind Concrete and Clay Roof Tile lnstallotion.Manual,Sixth Edition,Appendix A,Table 1A or the critical(highest)design pressure determined in accordance with.FBC 1609.or FBC Residential Chap--ter Alternatively,the maximum design pressure for theselected assembly shall meet or exceed at leastth'e Zone 1 design'pressure determined in accordance with FBC 1609 or FBC Residential Chapter3. Elevated pressure zones shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WDS,FM Loss.Prevention Data Sheet 1729,Roofing Application Standard RAS 117.and,Roofing Application Standard RAS'137. Assemblies marked with an asterisk*:carry-the :limitations set forth in Section..2.2.10.1 :of :FM' Loss Prevention Data Sheet 1=29 (February 2010) :for enhancements. #3 Maximum Design Pressure=-30 asf" Deck: Min'.15/32-inch piywood'to meet project requirements to satisfaction of Authority HavirigJurisdiction. Base Sheet: Titani,umal UDL-30(Inverted) .Fasteners: 12 ga.annular ring shank nails having not lessthan 26 rings perInch,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'min:32 ga., 1-5/8";diameter tin caps Spacing: 6-inch o.c.at 4-inch wide side laps and 12-inch o.c:at three(3),equally spaced center rows. Primer: ASTM D41 primer required ai all tin-caps. Underlayment: One or two plies,Titanium°;PSU 30; self-adhered and back-nailed max:6" ox, 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=-30 nsf*i i Deck: Min,15/324nch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base.Sheet: Titanium01 UDL-30'(printed.side up) i Fasteners: 12 ga.'annular ring shank nails having not`less than 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 min:32 ga., 1-5/8"diameter tin caps: i Spacing: 6-incho,c.at 4=inch wide side laps and 12-inch o.c.atthree(31,equally spaced center rows.. Primer: ASTM D41 primer required over printed'side of UDL-30. Underlayment: One or two plies,Titaniumn" PSU 46,self-adhered and back-nailed max. 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 Roofing and Asphalt,LLC published installation requirements. NENTO ETC,LLC Evaluation Report 111080.,AGS-R13 Certiflcare of)kutharaation#32455 7TM EDrrldN(Z02o)Fk NON•HVHZ EVALUATION: FL11602=R12' T'ttaniuie°Roof Underlayments Revision 13:02/12/2021 Page 5 of 8 i � i i ' NWo I etc. #5 Maximum Design Pressure=-45 W*:. Deck: Min.15/32-Inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Titaniums UDL-30(inverted) Fasteners:. 12 ga,annular,ring shank nails having not less than 20 rings per'inch,heads not less than 3/8 inch diameter and length.sufficient to penetrate througHthe thickness of deck,not less than 3/16-inch with min.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),equallyspaced center rows. Primer: ASTM D41 primer required at all tin-caps. Underlayment: 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 Roofing and Asphalt,LLC published installation requirements. #6 Maximum Design Pressure=-45 psf*: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Titanium°1.1131-30(printed side up) Fasteners: 12 ga,annular ring shank nails having not.less than 20 rings per inch,heads not less than 3/8 inch diameter i and,length sufficient to penetrate through.the thickness of deck'not less than 3/16-Inch with min.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: One or,two plies,Titanium°°PSU 30,self-adhered and back-nailed 6"mc.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 AspF alt;LLC published installation requirements. 5.9 Exposure'Limitations: _TABLE 3:EXPOSURE LIMITAT10N5,.` Underlayment. Prepared Roof Cover Installation Type Maximum Exposure(days): Titanium°PSU-30 Mechanically attached 180 Adhesive-set the 30 Titanium"UDL-25,Titanium®UDL-30, Mechanically attached 180 Titanium-UDL-50,TitaniumO.X30 y 5.10 Tile Slippage Limitations: When loading roof tiles Lon 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 4:-TILESUPP4GE LIMITATIONS FOR DIRECT-DECK TILE INSTAILATIONS Underlayment Tile Profile Staging Method` Maximum.5lope. Flat Max,10-tile'stack 5:12 Flat Max 5-tile stack 6:12 Lugged Max.SO-tile stack 4:12 Lugged Max.5-tile stack 5:12 NIax.10-tile stack(5 over 5) Titanium'PSU-30 Lugged 5.12 NEMO ETC,LLC Evaluation Report 111980.11.08-R13 Certy1catc df Authori:otion#32455 ZT"EDITION{2020)FBC NON-HVH2 EVALUATION FL11G02-1112 Titanium"Roof Underlayments Revision 13:02/12/2621 Page 6 of 8 I �NNWo etc 6.1 Titanium®Roof Underlayments shall'be'installed in'accordance with Owens Corning Roofing and Asp halt,'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. :Swee'p the substrate thoroughly to remove any'dust and debris prior to application,and prime the substrate(if applicable). 6.3 1. Tltanlum°,UDL-25,T3tanium�,UDl 3D; an ..., UDL-50 ori"�tanium®x30 '6.3.1 Shall be installed incompliance with requirements for a synthetic underlayment in FBC'1507.1.1.1(2,Exception), 1507.1.1.1(3,Exception)or 1507.1.1.1(5)or FBC Residential R905:1.1:1(2,Exception),-R905.1.1.1(3,Exception) or R905.1.1.1(5) for the type of prepared roof covering to be installed, and the manufacturer's installation instructions. FBC requirements take precedence over the manufacturer's installation instructions. 6.3.2 Fasteners: Minimum fasteners shall be corrosion resistant,ring-shank cap nails shall be as set forth in FBC 1501.1.1.1 or 1507.1.1.3 or FBC'Residerltlal R905.1.1.1 or 11905.1.1.3: 6.4 7ltaniurr�m PSU 30: 6.4.1 Non-Tile Applications' Shall be installed in compliance with requirements for an approved self-adhering underlayment(ASTM D1970)in FBC 1507.1.1.1.or 1507.1.1.9 or FBC Residential 11905.111 or R905.1.1.3 for_the type of prepared roof covering to be installed,and the manufacturer's Installation instructions: When Installed over a mechanically attached,FBC Approved ASTM 0216 Type II felt;the felt shall be fastened in accordance with FBC 1507.1.1 or R905.1.1. 6:4.2 Tile Applications: Shall be installed in compliance with requirements for a Self-Adhered Membrane in the FRSA/TRI'Florido'High Wind Concrete and Clay'Roof Tile Installation 'Monudl, Sixth Edition, 'and the manufacturer's •installation instructions. Refer to Section 5.8:3 for attachment limitations: Refer to Table 4 fqr the staging limitations. 6.5 Titaniumo 2sPfy System 6.5.1 The Titaniumt 2-Ply System consists of a base layer of Titanium" UDL-30'(top-surface primed.or sheet inverted) mechanically attached to the wood roof deckfollowed-bytitanium"PSU-30,self-adhered. 6.5.2 Non-Tile Applications: install Titanium' UDL-30 (top surface primed or sheet,inverted) in accordance with Section 6.3 followed.by Titanium®PSU-30 in accordance with-Section'6.4.. 6.5.3 Tile Applications: Refer to Section 5.8.3 for attachment'limitations. Refer to Table 4 for We staging limitations. i NEW ETC,tLC Evaluation Report 111980.11.08-R13 Cerfi/1coreofAut11uriW1i0n#32455 7!"EDITION(2020)FBC-NON-HVHZEVALUATION EL11G02-f:13 Tifaniumll Roof Unde6yments Revision 13:02/12/2021 Page 7 of 8 I , i N-NEMO etc. As required by the Building Official or Authority Having Jurisdiction to properly evaluate the,lnstallation of this product. MANUFACTUAING.PLANTS: Contact the named QA entity for manufactu ring facilities covered by F.A.C.Rule 611320-3 QA requirements. Refer i to Section 4 herein for products and production locations having met codified material standards. QUALITY9. Intertek Testing Services NA Inc.—QUA1673;(312)90617779;Ln-a a.norlanBerCiliritartek.com -END OF EVALUATION REPORT I i I I, I I I NEN16 ETC,LLC Evaluation Report 111980.11.08-R13 Cert(ficatc;4Authvrimtian p3Z455 7m-:EDITION(2020)F©C NON=HVHZ EVALUATION FL11802•R12 Titanium®Roof Underlayments Revision 13:02/1212021 Page 8 of 8 t i