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Home My WebLink AboutPRODUCT APPROVAL ROOFING UNDERLAYMENT Florida Building Code Online 5/.11/21i'4:43 PM Ifi(i 1 mI-T+• SI LtJ�.L.. �•., .t..4: N - 1 Y 3 tyI1II C.nw. l BCIS•Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications I Contact Us I BCIS Site Map I Links I Search Florida •, .. . . • .; :° Product Approval ` File ` ofy l � USER:Public User U r _ d3 roduct Approval Menu>Product or Application Search>Application List>Application Detail r IE E �+ i to ts=S ie FL# FL11602-R12 CODE COMPL LANCE Application Type Revision STo CIE b® NTI( Code Version ) 2020 Q Application Status Approved ®Mv 13/ Comments Archived Product Manufacturer Owens Corning Roofing and Asphalt, LLC' " Address/Phone/Email One Owens CorningParkway Y Toledo, OH 43645 (740) 321-6345 .� Greg.Keeler@owenscorningcom Authorized Signature gna Keeler Greg • z° • - Greg.Keeler@owenscorning.com - •"s - `1� ec T h nical,.Rep resent ativa GregKeeler eler Address Phone Emai1- 2790 Columbus s Roa a r. • - - Granville, OH 43023 -- - • 740 32"1=6345 g reg)kee'le r@oWenscorn ing.corim Quality Assurance Representative Address/Phone/Email Category Roofin 9 9 Subcategory U derlm e n a nts' 9 Y Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida �. Professional Engineer . Evaluation Report- Hardcopy Received Florida Engineer or Architect Name,,vlW developed Robert Nieminen the 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 Validation Checklist- Hardcopy Received Certificate of Independence FL11602_B12 COI 2021 01 COI NIEMINEN.pd- Referenced Standard and Year(of Standard) Standard Year ASTM D1970 2015 ASTM D4533(tear strength) 2015 http://ww.w.floridabuilding.org/pr/pr_app_dtl a"spx7param=wGEVXQwtDgsQFc5K%°2fTrZ6HY87UCe5KMr%2fsMfWgra38thTb8%2byKuYXg%3d%3d Page 1 of 2' Florida Building Code Online 5/11/21,4:43 PM ASTM D4798 (weathering) 2011 , ASTM D4869 (liquid transmission) 2016 ASTM D5035 (tensile) 2011 FRSA/TRI, Sixth Edition 2018 UL 1897 2015 Equivalence of Product Standards `Ce'rtified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 02/12/2021 Date Validated 02/14/2021 Date Pending FBC Approval 02/23/2021 Date Approved 04/13/2021 Date Revised 04/19/2021 Summary of Products - --- - - --- -- -- - - - FL# Model,Number or Nam® Description 11602.1 Titanium Roof Underlayments Synthetic sheet-type roof underlayments Limits of Use Installation Instructions Approved for use in HVHZ: No FL11602 R12 II 2021 02_12 FINAL ER TITANIUM FL11602- Approved for use outside HVHZ:Yes R12-p-df Impact Resistant: N/A - Verified By: Robert Nieminen PE-59166::' Design Pressure: +N/A/-142.5.• - Created by Independent Third Party:-Yes ^.. Other: 1.)The design pressure noted herein pertains to Evaluation Reports use of a specific underlayment system beneath tile,roof FL11602 R12 AE 2021 02_12 FINAL ER TITANIUM FL11602- systems. Refer to ER Section 5.8.3 for,details..2.) Refer to R12.pdf ER Sections 5 and 6 for other Limits of Use. Created by Independent Third Party:Yes W. Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 1 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 mall 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 455,F.S.,please click bare-. Product Approval Accepts:. • '� Is '.. eCfiecY. ® .ter i. .. Credit Card 5 Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=WGEVXQwtDggQFc5K%2fTrZeHYB7UCe5KMr%2fsMfWgra38thTg8%2byKuYXg%3d%3d Page 2 of 2 r NEMO etc. Certificate of'Authoriiation 432455 - 353 Christian,Street,--Unit#13 Oxford,CT 06478 �(203)262-9245 ENGINEER' EVALUATE,,- • . :,JEST• : +' ' 'CONSULT REPORT "Owens Corning Roofing and Asphalt,LLC Evaluation Report,111980.11.08-R13 One Owens Corning Parkway _ _ FL11602-R12 Toledo,OH 43659 Date of..lssuan6e:11/03/2008 (740)321-6345- - - - Revision..13:02/12/2021 SCOPE: This Evaluation•Report is issued under Rule 61G20-3 tand 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. The products described herein have-been evaluated for compliance with the 7th Edition(2020)'Florida Building,Code,s"dWons noted herein. DESCRIPTION: Titanium°Roof Underlayments ' LABELING: Labeling shall be iri accordance with the requirements of the Accredited Quality Assurance Agency noted herein and.FBC 1507.1.1. CONTINUED COMPLIANCE: This Evaluation Report is'valid until such time as the named,prod uct(s),cha nges,the referenced Quality Assurance orrproduction facility location•(s) changes, or Code,provisions that relate to the products) change. Acceptance of our Evaluation Reports by the.named client constitutes agreement to notify-NEMO' ETC, LLC of any changes to the'product(s), the Quality Assurance or the prod uction,facility-location(s). NEMO ETC, LLC requires a complete review'-of its Evaluation Report relat ve•t'o-updated Code requirements with each Code Cycle. ADVERTISEMENt' The_'Florida Product ApproVaI'Number (FL#) preceded'by'the,words "NEMOIetc:'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 therrianufacturer 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 nnarn, ! Prepared by: �;Q�.=. ..�;... .. •w.o--..�,,.•-e-'^.• 1•I �.: 3^�S•`. + CJ jy�t:•... t :. Y f•' 1 Robert J.M. Nieminen P.E. .:yF •q ;�. -,The facsimile seal appearing was authorized by Robert ''su�V^ ±�`�`=' 'Nieminen,P.E.on 02/12/2021..-This does not serve as an Florida Registration,No:59166,Florida DCAANE1983'�'f '++ i - - electronically signed document. t CERTIFICATION OF INDEPENDENCE: 1. NEMO ETC,LLC'does not have, nor does it intend to acquire or will it acquire,a'financial interest in any corrip•any manufacturing or distributing products it evaluates. ' 2. MEMO ETC,LLC 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 NEMO ETC,LLC 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. ©2018 NEMO ETC,LLC 014EMOletc. .ROOFING COMPONENT EVALUATION: 'Product Category: Roofing -`S'ub-Category: . Underlayment Compliance Statement: Titanium® Roof Underlayments, as produced by Owens Corning Roofing and Asphalt, LLC, have demonstrated compliance-with the follow!ng;sections of the 71h Edition (2020)Florida Building Code through testing in-accordance with applicable sections the following Standards. Compliance is 1. subject to the Installation Requirements and Limitations/Conditions of Use set forth herein. STANDARDS: Section .Pro a Standard Year ' 1504.3.1 Wind resistance UL 1897 2015 1507.1.1,1507.2.4,1507.2.9.2/R905.1.1, Material standard ASTM D1970 2015 R905t2'.8.2 .... .,. ! _ 1507.1.1:1(2&3,Exception);1507:1.1.1(5)-/;', Tear strength -ASTM D4533 ''` ' 2015 R905.1.1.1(2&3,Except(on),,R905.1A.1(5)' 1507.1.1.1(2&3,Exception),1507.1.1.1(5),/ , ,.Tensile strength!, ASTM:D5035.�. .,.,2011,., R905.1.1.1(2&3,Exception),R905.1.1.1(5) 1507.1.1.1(5)/R905.1.1.1(5) Liquid water transmission,; _ASTM;D4869 2016 1507:3.3/R905:3.3 - Material standard- FRSA/TRI,Sixth Edition 2018 - - TAS 110 Accelerated Weathering ASTM b4798 ' 2011 •- 1.K!211jy, Examination Reference' Date ERD(TST6049) -Various;system tests ::''' ' 135520.06.11! 06/15/2011'- ERD(TST6049) Wind;llpl(ft, .•- ;:;: _ ;135520,08.11-1 08/12/2011 ITS(TST1509) ; FRSA/TRI,,partial 3126617COQ-005. .10/31/2007 ITS(TST1509) ASTM D4869,LWT_ 101823107COQ-007A 12/09/2014. OwenSCorning Product equivalency' becleratiori J 068/2018] MEMO(TST6049) FRSA/fRl','tile�sliii-4 e ' -`4j=OC-19-SSUDL-01.A ' '06/14/2019' PRI(TST5878) ASTM D1970 OCF-341-02-01 09/20/2017 PRI(TST5878) FRSA/TRI,'part(al OCF-343-02-01; .11/09/2017 PRI(TST5878) ASTM,D4798,D1970, QCF-341-02-011_ 11/27/2017 PRI(TST5878) TAS 117(B);Pull-through OCF-422-02-02 04/03/2018 PRI(TST5878) FRSA/TRI,partial OCF=425-02-01 08/13J2018' PRI(TST5878) UL1897 1378TO02 07/10/2019 PRI(TST5878) ASTM D1623,TAS'103 :. OCF-507-02-01 08/13/2019 PRI(TST5878) UL1897 1378TO117 10/20/2020 PRI(TST5878) ASTM D4533,D4798,D5035 1378TO110 10/15/2020 PRI(TST5878) ASTM D4533,D4798,D5035 1378T0111 10/15/2020 PRI(TST5878) ASTM D4533,-D4798,D5035 1378TO112 10/15/2020 PRI(TST5878) 'ASTM D4533,D4798,D5035 1378T0059`1,' `02/13/2020" PRI(TST5878) ASTM D8257-20 1378T0061 01/21/2021 ITS(QUA1673) Quality Control Service Confirmation _ 12/09/2020 _., ITS(C1UA1673) Quality Control Florida BCIS Current NEMO ETC,LLC Evaluation Report 111980.11.08-R33 certificate of Authorization#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION FL11602-1112 Titanlum®Roof Underlayments Revision 13:02/12/2021 Page 2 of 8 O-NEMOletc. L�7_7 t- '° Product' Material Standard-- . Plants) Description 4.1 'Titanium®PSU-30' ' 1 TM•D1970 and'__7, Dubai,-U'AE,-7 unreinforced polymer,modified,bitu men material FRSA/TRI 09-18 :," Brentwood,;NH adhered to the underside of a polymer-coated, "" - ' synthetic woven sheet:TFie underside is backed with a release film. Unit.weight.24 Ibs/square 4.2 nium®UDL-25 , 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-one side.with•a polymer R90S: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:V1:(2&3, Qingdeo;-China` synthetic'sheet type"underlayment comprised of Exception),1507.1.1,1(5)./ _ ,- "ta woven,core coated on both sides with a ,, - - R905 1-.1-.1(2&3,-" - -polymer coating. Unit weight 4.0 Ibs./square :I• Exception),.11905.1.1.1(5) 4.4 Titanium__UDL-50 _ _ 1507.1.1.1(2&3,. CZ`in'gdao,.Chin'a_.. synthetic sheet-type underlayment comprised of Exception),1507.1:T.1(5_)/ ' I.> ' '' "" -a woven core coated on-both sides with a R905.1.1.1(2&3„- ;_, ,,� polymer.coating. Unit weight 4.7 lbs./square 4.5 Titanium®X30 1507.1.1.1(2&3, Qingdao,China synthetic sheet=type underlayment'comprised of Exception), a no polypropylene top scrim laminated _11905.1.1.1(20,- to a central non-woven polypropylene scrim with ` Exception);R905A.1J1(5),-, polymeric coating on the bottom side. Unit ASTM D8257 weight 5.6 Ilis./square. 5. LIMITATIONS' 5.1 -This is•a building code evaluation. Neither MEMO ETC, LLC nor Robert Nieminen;P:E.are,'in any way,.the Designer --of Record:for any.project on which this.Naluation'Report,or'previous versions thereof;is/was used for permitting 'ior design guidance-unld"s retained specifically fonthat purpose. 5.2 This Evaluation Report is not for use in FBC High Velocity Hurricane Zone jurisdictions (i.e., 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 w theith FBC requirements to the satisfaction of- Authority Having Jurisdiction. 5.4 This Evaluation_Report does,not includeevaluation of fire,classification..Refer to, FBC 1505 for requirements and limitations regarding roof assembly fire classification Refer to FBC 2'603 for requirements and limitations concerning the use of foam plastic insulation. 5.5 Titanium® Roof Underlayments may be used"with-any;prepared'7oof t eK Wheire,th-e product--is specifically referenced within'FBC approval•documents :If,not listed, a request may be.made to the Authority Having Jurisdiction for approvM based on the evaluation combined with supporting data for the prepared,,roof covering. 5.6 Allowable Roof Covers:,, TABLE 1: ROOF COVER OPTIONS "FBC- ctlt a':' -1Sd7.`2'`" ' I 1507 3°'"'' -' ''25SOZ4&'1507.'S 1507.7` -" "` 1507.8&1507.9 Clay and'ConcrefeTile :' Underlayment• =i a Asphalt a: r,Meclianical''''Adhesive- j MetaI,PaneIs .. Slate or Siate� Wood Shingles and end Shinles Tpe Shingles Shakes Shingles Attach set g y ' Yes Yes Titanium®PSU-30 Yes Yes (See 5.6.1) Yes Yes (Joint strips,1507.1.1.3/ R905.1.1.3) Titanium®UDL-25, Yes No No Yes Yes No . NEMO ETc,'LI:c. Evaluation Report 111980.11.08-R1$ CertlflcateofAuthorization#32455 7TM EDITION(2020)FBC NON-HVHZ EVALUATION FL11602'R12 - Titanluin®Roof Underlayments Revision 13:02/12/2021 Page 3 of 8 l NMEMO I etc. TABLE 1: ROOF COVER OPTIONS FBCSectlon: 1507.2 1507.3 ' 1507.4&1507.5 1507.7 1507.8&1507.9 Clay and Concrete Tile, - Underla ent Asphalt_ , Metal Panels Slate or Slate- Wood Shingles and Y►n Mechanical Adhesive- Shingles and Shingles Type Shingles Shakes 'Attach%. i 'Set " Yes Yes Titanl6m0-0DL-30 Yes (Base Sheet In (Base Sheet In- . _ Yes . _ __ _ --- Yes No 2-plysystem) ''2-ply system)„ Tit"anium®UDL-50 No Yes No Y Titanium®X30 = 'Yes No INo `-•Yes Yes No I 5.6.1,._.Adhesive-sefls limited to,use of following,underlaymenIt/tile-adhesive combinations'. TABLE 1A:ALLOWABLE TILE ADHESIVE/UNDERLAYMENT COMBINATIONS' Underlayment Adhesive 'Florida Product Approval Dupont"Tile Bond"'"Roof.Tile.Adhesive" - FL22525 , Titanium®-PSU-30 ICP Adhesives and Sealants"Polyset®AH-160" FL6332 ICP Adheslves and Sealants"Polyset®RTA='V'• FL6276 5.7 .Allowable Substrates: _ TABLE 2: SUBSTRATE OPTIONS FOR ADHERED UNDERLAYMENTS Substrates-(designed.to,meet wind loads for project) Underlayment Application, Type Primer_."<<•" Material(s) Deck/sheathing (Optional)ASTM D41 Plywood None ASTM D226,Type II felt: Titanium®PSU-30 self-adhering Base sheet. ASTM D,,41_ Titanium®UDL-30 <c None Titanium®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;tiut=for mechanically attached underlayments or base sheets-not less than FBC 1507.1.1 or'R905.1.1.' a 5.8.2 Toe use under tile' roof systems,' attachment shall,.be in 'accorda'nce with the _manufacturer's installation instructions,butnot less than"Section 5.8.3 herein. ., i. 5.8.3 Wind Resistance for Underlayment Systems in Tile Roof Applications: The following wind'liplft'limitations apply to underlayrnent'syste'rris that are not prescriptive m the FRSA/TRI it .'. t- �. Florida High 1Nin'd Concrete and Clay Roof Tile Installation Manual,Sixtk'Edition: The Maximum Design Pressure is the'r'' ltof testing for wind load resistance based'on!06'wable`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). 5.8.3.1 Direct-to-Deck: The maximum.design pressure:forAhe selected'•ass:embly shall meet,or exceed-that required under FRSA/TRI Florida High-Wind-Concrete and Clay Roof Tile;lnstallation Manual, Sixth Edition, Appendix A,TabI6 1A or the •critical.(highest)'design pressure determined-in,accordance.with FBC`1609 or FBC Residential Chapter 3, 'Refer-to Tile Manufacturer's orAdhesive Manufacturer's Florida Product Approval for Overturning-Moment Resistance Performance. MEMO ETC,LLC Evaluation Report 111980.11.08-R13 Certificate of Authorizatlon#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION FL11602-R12 Tltanlum®Roof Underlayments,;,, Revision 13:02/12/2021 Page 4 of 8 *NEMO etc. #1 Maximum Design Pressure=-45 psf: 'Deck:' Win.15/32-inch plywood'to:meet'project requirements-to satisfaction of Authority Having Jurisdiction. Primer: (Optional)ASTM D41 " •• Underlaymen't' One or two plies Titanium® PSU'30,:self-adhered'and back=nailed max. 6" o.c.with 12 ga. galvanized annularTink shank nails thr6ugh.32&.,`1=5/8=inch diametertin'caps in accordance with Owens Corning Roofing and Asphalt,LLC published installation requirements. #2 Maximum Design Pressure=-142.5`psf: ` Deck: Min.15/32-inch plywood to meet p1rojectrecjuirements to satisfaction of Authority Having`Jurisdiction. Primer:'. : None Underlayment: One ply Titanium®pSU-30,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. 5.8.3:2 Mechanically-Attached'BaseSheet: The maximum design pressure for the selected?assembly shall meet or exceed that required,under FRSA/TRI Florida High Wind Concrete and Clay Roof,Tle 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. Alternatively,-the maximum design_pressure-for the selected assembly shall•meet or exceed atleast the Zone 1 design pressure determined in accordan'ce•with,FBC 1609 or-FBC Residential Chapter 3. Elevated pressure zones tshall employ an attachment.density designed by a•qualifiedid'esign professional to resist the elevated pressure criteria. Commonly=used.methods are ANSI/SPRI WD1,FM Loss Prevention Data Sheet 1-29,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._._(F.,ebruary'2020)'.for enhancements:_ - #3-- Maximum Design-Pressure==30 psf*: - - - - Deck: -- Min.15/324n6h p'lywoodto-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.Wrings per inch,heads not lessthan 3/8 inch diameter and length sufficient to penetrate through the thickness;of deck not less than 3/15-inch,witli,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. ASTM'D41 orim&required at all•tiri-caps. - 0ndeHayment:`` One`or two plies, titanium®'pSU•30 self-adhered3 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 - - d Roofing and Asphalt,LLC published installation,requirements.. #4; Maximum Design Pressure -30 psf :. • .; i=:.; ;; ;; -Deck:- Min.15/32_T 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 3/8 inch diameter : ..•_-.--.- _- _.. and length sufficient to:p'enetrate.through the thickness-of deck not less than 3/16-inch with min.32 ga., 1-5/8"diameter#in caps: - . Spacing: 671nch 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 over printed side of UDL-30. Underlayment: _'One or two plies, Titanium® PSU 30, self-adhered and back-nailed max. 6" o.c.with 12 ga. galvanized annular i irik shank nails through 32 ga., 1-5/8-inch diameter tin caps in accordance with Owens Corning Roofing and Asphalt,LLC published installation requirements. ff ; NEIVIO ETC,'LLC Evaluation Report 111980.11.08-R13 Certiflcate of Authorizatfon#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION- FL11602-R12 = - Titaniumn®Roof Underlaynients• Revision 13:02/12/2021 Page 5 of 8 *NEMO I etc. #5 Maximum Design Pressure=45 psf*: Deck:. Min.15/32-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 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 8-Inch o.c.at three(3),equally spaced 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®UDL-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 and-length sufficient to penetrate through the thickness of deck'not less than 3%i6-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 overprinted side of UDL-30: _ 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;I.I.C.-published installation.,requirements. 5.9, , Exposure Limitations: i TABLE 3: EXPOSURE LIMITATIONS Underlayment Prepared Roof Cover Installation Type Maximum Exposure(days) Titanium®PSU-30 Mechanically attached 180 - • .,Adhesive-set tile 30, . Titanium®UDL-25,Titanium®UDL-30, TitaniumO UDL-50,Titanium®X30 Mechanically attached' 180 5.10 Tile Slippage Limitations: 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 4: TILE SLIPPAGE LIMITATIONS FOR DIRECT-DECK TILE INSTALLATIONS Underlayment Tile Profile Staging Method : Maximum Slope Flat -Max. 10=tile stack 5:12 Flat Max 5-tile stack 6:12 Lugged . Mai. 104ile stack 4:12 Lugged Max. 5-tile stack 5:12 Max.:10-tile,stack(5.over 5) Titanium® PSU-30 Lugged 5:12 LO 1 MEMO ETC,LLC,: Evaluation Report 111980.11.08-R13 Certificate of Authodzatfon#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION FL11602-1112 Titanium°Roof Underlayments: Revision 13:02/12/2021 Page 6 of 8 t ONEMOI.etc. 6.1`: -Titanium®'Roof Underlayments=shall be installed`in accordance`,with Owens Corning RoofIng'and Asphalt, LLC published installation requirements subject to the Limitations set forth in Section 5 herein and ihe'spe`cifics noted below. - - 6:2 - Re-fasten.any loose deckingyanels,and check-,for protruding;nail heads," Sweep.th�e substrate.,thbroughly-to remove any dust and debris,prior.to application,and prime the substrate(if applicable),.- -7 6.3 Titanium® UDL-25,Titanium® UDL=30,Titanium® UDL-50 or Titanium®X30: 6.3:1 Shall be installed in compliance with requirements fora synthetic under)ayment in FBC,1507.1. 4(2,Exception), 1507.1.1.1(3,Exception)or 1507:1.1.1(5) BC or F Res(d'ential'R905:1.1.1('2, Exception);R905.].1.1(3,`Exception) or R905.1.1.1(5) for the type of prepared roof covering tote 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 1507.1.1.1 or 1507.1.1.3 or FBC Residential R905.1.1.1 or R905.1.1.3. 6.4 Titanium®.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 1507.1.1.3 or FBC Residential R905.1.1.1 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 D226 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 Florida High Wind Concrete and Clay Roof rile installation Manual, Sixth Edition, and the manufacturer's installation instructions. Refer to Section 5.8.3 for attachment limitations. Refer to Table 4 for tile staging limitations. 6.5 Titanium®2-Ply System: 6.5.1 The Titanium®2-Ply System consists of a base layer of Titanium® UDL-30(top-surface primed or sheet inverted) mechanically attached to the wood roof deck followed by Titanium®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 tile staging limitations. NEMO ETC,'LLC' Evaluation Report 111980.11:08-R13 Certificate of Authorization#32455 7-EDITION,(2020)FBC NON-HVHZ EVALUATION-' FL11602-1112` Titanium®'Roof Underlayments'' `' Revision 13:02/12/2021 Page 7 of 8 NMEMO l etc. 7. eREQUIREMENTS: :-,As re uieed-4 the-Buildin Offici6i,o�-Authori - , n -" q y g ty Having Jurisdiction..to,properly'evaluate;the,installation ofwthis ,'product. & MANUFACTURING PLANTS: "Contact'the named`tIA entity for manufacturing facilities covered b'y F.A.C.Rule 61G20-3 QA requirements. Refer to Section 4 her`ein'for products and production'locations tiaving`met codified'material standards. 9. • Intertek Testing Services NA.Inc..=QUA7673;.(312)906,7.779;.maura.norlanderC�intertek.com !. . ,- -;.END OF EVALUATION REPORT= ' _ r r r - MEMO ETC,LLC Evaluation Report 111980.11.08-R13 Certykate of Authorization#32455 7"'EDITION,(2020)FBC NON-HVHZ EVALUATION FL11602-R12 Tltanium®,Roof Underlayments;,- ;; Revislon 13:02/12/2021 Page 8 of 8