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HomeMy WebLinkAboutProduct Approval Florida Building Code Online 1/19/21,'6:47 PM file.r. { BCIS Home I Log In• I User Registration I Hot Topics I, Submit Surcharge I Stats&Facts I �s:. aP I Links I Search Florida REVIEWED FO r rcy 'w Produdt Approval `. USER:Public User CODE COMPLIANCE Product Approval Menu>Product or Application Search>APPlication•List>Application DST. VCIE-COUNTY Sew FL# FL11602-R11 - C � � • Application Type Revision JAN 2 21 N� 4s Code Version 2020 i � ttin Application Status Pending FBC Approval Permitting Department County - St. Lucie C — & ` rar� Comments - r Archived a Product Manufacturer Owens Corning Roofing and Asphalt,•LLC Address/Phone/Email One Owens Corning Parkway Toledo,OH 43645 _ ,4 (740) 321-6345,,. - Greg:Keeler@owenscorning.com •� Vyf.. .. _. . 1. :: �{, 'C.:.. •. - etl. Authorized Signature Keeler Greg y Greg.Keeler@owenscorning com Tech nica1,Representative ,.Greg-Keeler_' Address/Phone/Email i. ;t)-2790 Columbus:Road Granville,OH 43023 (740) 321-6345 greg.keeler@owenscorning.com Quality Assurance Representative Address/Phone/Email y' Category - z Roofing Subcategory- Underlayments Compliance MetFiod 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 i° Florida License PE-59166 s 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 R11 COI 2020 01_COI NIEMINEN.12d • Referenced Standard and Year(of Standard) Standard, Year ASTM D1970 2015 ASTM D4533 (tear strength) 2015 http://www.floridabuilding.org/pr/pr epp dtlraspx7parain=wGEVXQwiDgsQFc5K%2fTrZeHYB7UCe5KMr%o2fiMfWgia38uK418vXGoCQQ%3d%3d l" Page 1 of 2 Florida Building.Code Online 1/19/21, 5:47 PM k ASTM D4798(weathering) 2011 Ii uid transmission) 2016 ASTM D4869 ( q ASTM D5035 (tensile) 2011 FRSA/TRI, Sixth Edition 2018 2015 UL1897 Equivalence of Product Standards Certified By - Sections from the Code dry Product Approval Method Method 1 Option D $:z r - a �1 Date Submitted 12/16/2020 } Date Validated 12/17/2020 ` Date Pending FBC Approval 12/26/2020 r3��k , hr `• S mmu a of Products y, �' FL# Model,Number or Name, Description " ri211 11602.1 Titanium Roof Uriderlayments Synthetic sheet-type roof underlayments Limits of Use Installation Instructions � r Approved for use in HVHZ: No FL11602 R11 II 2020 12 16 FINAL ER TITANIUM FL11602- Approved for use outside HVHZ:Yes r Rll•pff ?- 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 pressur e noted herein pertains to Evaluation Reports ' r^ ..- El use of a specific underlayment system beneath tile'roof FL11602 Rt_1 AEA 022 Q` 12 ;¢SAL ER TITANIUM FL11602- s stems. Refer to ER Section_5.8:3,forrdetails."2: Refer to B1].lZdf Y ) ER Sections 5 and 6 for other Limits of Use. Created by Independent Third Party:Yes WE W it r ryk , 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 al' F tk + UnderFlorida mail to this enft email addresses cos are ntactthe office ti records,ublic phone orby traditional alwant umailIF e-mail you ress haveany in response to a public-records request,do not send electronic ,i Y• y p y y y questions,please contact 8S0.487.1395. Pursuant to Section rt 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 maybe used for official communication with the licensee.However email addresses are public record.IF ou do not wish to supply I P Y PP Y a 'personal address;please provide the Department'wfth an email address which can be made available to the public.'fo'determine if you are a licensee under Chapter ' x >% 455,F.S.,please click he[_ F W a €�� Product Approval Accepts: ® M Credit Card j Safe http://www.floridabuilding.grg/pr/pr_appdti.aspx?param=wGEVXQwtOgsQFc5K%2fTrZeHY,67UCe5KMr%2fsMf,Wgra38uK418vXGoCQQ°/n3d%3d, Page 2 of 2. NEMO etc. Certificate'of Authoriiafion#32455 353 Christian:Street,Unit#13 Oxford,CT 06478 ( 03)262-9245 ENGINEER' , ,EVALUATE 'TEST CONSULT EVALUATION. REPORT Owens•Cornin• 116ofing and As 0 halt LLC Evaluation Report 111980.11.08-R12 One Owens Corning Parkway __ FL11602-R11 Toledo,OH 43659 Date of Issuance:.11/03/2008 (740)321-6345.;, Revision.12:-12/16/2020 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. The products described herein havebeen�'evaluated for compliance witKthe-ph Edition"-(2020)Florida Building Code sections noted herein.'; DESCRIPTION: Titanium' Roof Underlayments: LABELING: Labeling shall be in 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 products)changes;the referenced Quality Assurance or.production facility location(s)-:changes, or Code provisions that relate to the product(s) change. Acceptance of,our Evaluation Reports by..the named client constitutes,4ageeement to notify NEMO ETC, LLC of any changes to the-product(s), the Quality Assurance or the production.facility location(s). NEW ETC, LLC requires a complete review of its Evaluation Re'porfrelative'to'updated Code requirements with each Code Cycle_ '- ADVERTISEMENT: The Florida Product,Approval.IVumber (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 th'e manufacturer or its distributors and shal[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 by: ,`�gm`lirn,,,,, Robert J.M. Nieminen,P.E. ;-' 'y :•;_ . . _ =The facsfmIle seal appearing was authorfied by Robert Florida Registration No.59166,Florida DCA ANF1983 Nfemfnen,PS on 12/16J2020a This does riot serve as an ,electronically sfgned document.•, CERTIFICATION OF INDEPENDENCE: 1. .MEMO 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,LLC is not owned,operated or controlled.by any,company manufacturing or distributing pr'oducts.it evaluates. . 3. Robert Niemin6r.'P'.E._does,not have nor will acquire;a'financial interest in any-company manufacturing or distributing products for which.the.evaluation reportsare beingissued.; 4. .;;Robe_rt.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 anyway,the Designer of Record for any project on which this Evaluation Repot,or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. ©2018 NEMO ETC,LLC ONEMOjetc. ROOFING COMPONENT EVALUATION: Product Category: Roofing Sub-Category: Underlayment Compliance Statement: Titanium*" Roof Underlayments, as produced by Owens Corning Roofing and Asphalt, ILL-C, have demonstrated compliance with the following sections of the 7th Edition (2020) 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. - •a ii '• Sections Pro pert 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 R905.2.8.2 1507.f1.1(2&3,Exception),1507.1'.1.1(5)/ Tear strength- !.ASTM D4533 2015 R905.1.1.1(2&3,Exception),R905.1.1.1(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),11905.1.1.1(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_, 'i, _ TAS110' Accelerated'Weathering ASTMD4798 2011 . 13. REFERENCES' Entity Examination _. ' =Reference. 'Date' :ERD(TST6049) Various,system tests 135520.06,11, 06/15/2011 ERD(TST6049) Wind Uplift 135520.08.11-1 ,, 08/12/2011 ERD(TST6049) FRSA/TRI,tileslippage 41-OC-19-5SUDL-01.A 06/14/2019 ITS(TST1509) FRSA/TRI,partial 3126617COQ-005 10/31/2007, ITS(TST1509) ASTM D4869,LWT 101823107COQ-007A 12/09/2014 0wens'Corning Prod uct:equlvalency Declaration ' 06/18/2019 PRI(TST5878) ASTM D1970 OCF-341-02-01 09/20/2017 PRI.,(TST5878) FRSA/TRI,,0artial OCF-343-02-01 • 11/09/2017 PRI(TST5878) ASTM D4798,D197,0 OCF-341-02-01 11/27/2017 PRI(TST5878) TAS 117(B);Pull-through OCF-422-02-02 04/03/2018 PRI(TST5878) FRSA/TRI,partial OCF-425-02-01 108/13/2018- 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 137ST0111 10/15/2020 PRI(TST5878) ASTM D4533,D4798,D5035 1378TO112 10/15/2020 ITS(QUA1673) Quality Control Service Confirmation 12/09/2020' ITS(QUA1673) Quality Control Florida BCIS Current PRODUCTDESCRIPTION: Product Material Standard. ' Pla,ht(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 24lbs/square NEMO ETC,LLC Evaluation Report 111980.11.08-R12 certiilicateof Authorization#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION FL11602-R11 Titanium Roof Underlayments Revision 12:12/16/2020 Page 2 of 8 ONEM01letc. Product IVlaterial'Standard Plants) = Description 4,2 Titaniu_mTM'UDL-25•`-'• "; 1507.1.1.1(2&3,. CZingdao,.China ' 'synthetic sheet-type underlayment comprised of }: Exception),1507.1.1.1(5)/ a woven core coated on'one'sid'e with a polymer -- -- R905.1.1.1(2&3, coating.'Unit weight 2.5 lbs./square Exception),R905:1:1.1(5) 4.3- -Titanium"UDL-30 1507:1.1.1(2&3, Qingdao;China'- synthetic sh-eet-type underlayment comprised of _Exception),.1507.1.1:1(5)/ .. _.'. a-woven core coated on both sides with-'a R905.1.1.1(2&3, polymer coating...Unit weight R905.1,1,1(5) 4.4 Titanium'"°UDL-50 1507.1.T.1(2&3,'''``''' Qingdao;China_ synthetic sheet-type underlayrrient comprised of Exception),1507.1.1.1M./,, a woven core coated on both sides with a R905.1.1.1(2&3, '` polymer coating: Unit weight 4:7 lbs./square Exception),_R465.1.1.1(5).- 5. - --• __ • ' 5.1 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: - 5.2 This Evaluation Report is not for use in FBC High Velocity Hurricane Zone jurisdic#ions-(Lei;,-Browar"d'and Miami- Dade.Counties), ,5.3, t.;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 HavingJurisdiction::. ' ',,II •,..-' 54, ',: This Evaluation.Report does not include evaluation of fire classificatiomi.:Refer-to FBC 1505 for'requirements`and limitations regarding.roof assembly fire classification:'„Refer to�'FBC 2603- for`requlrementsrand limitations concerning the use of foam plastic,insulation. „ , s: 711tanium7 Roof Underlayments:may�be;used with any prepared'.=roof:cover where the pro'du`ct tis'specifically referenced Within If,notAisted;,,a. request may-?be',made''to'.the Authority Having ,.; ;Jurisdiction for approval basedon.this.evaluation'combined.with supporting data for•the•prepared roof covering. 5.6 Allowable Roof Covers: TABLE 1: ROOF COVER OPTIONS FBCSection: 1507.2 . 1507.3 1507.4&1507.5, 1507.7 1507.8&1507.9 . Clay and Concrete Tile s Asphalt ':` = Metal Panels Slate'or•SI'ate- Wood Shingles and Underlaymeilt 'Mechanical• Adhesive- Shingles Attach, Set and,sMngles,,.-, .Typq hingles ,_.,i.,:;tShakes mi.,, Yes Titanium PSU-30 Yes Yes I Yes Yes Yes Ooint strips,1507.1.1.3/ (See 5.6.1) ,_R905.1.1.3) Titanium UDL-25 Yes No,. No Yes ..Yes No } : "s. . Yes Yes,, Titanium UDL-30 Yes (BaseSheetin (9asesheetin Yes Yes No 2=oy,systern) 2=plysystem) Titanium UDL-50 Yes No No Yes Yes No NEMO ETC;LLC-' Evaluation Report 111980:11:Oi3-R12` CertiflcateofAuMorization#32455 7-EDITION(2020f FBC NON-HVHZ EVALUATION '` FL11602-111i Titanluni'Roof Underlayments }` Revision 12:12/16/2020 Page 3 of 8 NNEMOletc. 5.6.1 Adhesive-set is limited to use of following underlayment/tile-adhesive combinations. TABLE 1A:ALLOWABLE TILE ADHESIVE/UNDERLAYMENT COMBINATIONS' Underlayment, Adhesive Florida Product Approval Dupont"Tile BondT"'Roof Tile Adhesive" FL22525 Titanium-PSU-30 ICP Adhesives and Sealants"Polyset®AH-160" FL6332 ICP Adhesives and Sealants"Polyset®RTA-1" " 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 D41 Titanium UDL30 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,but—for mechanically attached underlayments or base sheets ,not less than FBC 1507.1.1 or R905.1.1., i. - - . " , . .. 5.8.2. For ruse--under tile roof systems,.attachment shall bel'im accordance-,with the manufacturer's installation instructions,but not less than'Section 5.8.3 herein. 5.8.3 Wind Resistance for Underlayment Systems in Tile Roof Applications: The following wind uplift limitations apply to,underlayment 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 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 for the selected assembly shall meet or exceed that required under FRSA/TRI -.Florida High Wind Concrete-and Clay Roof Tile Installation Manual,-Sixth-Editlori, Appendix A, Table 1A or the ;critical(highest)design pressure determined in accordance with FBC 1609 or'FBC Residential,Chapter 3. #1 Maximum Design Pressure=-45 psf: Deck:- Min. 15/32-inch plywood to meet, project requirements to 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 shank nails:through 32 ga., 1-5/8-inch diameter tin caps in accordance with Owens Corning Roofing and Asphalt,;LLC published installation requirements. 'Refer to Tile Manufacturer's orAdhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. NEMO ETC,LLC Evaluation Report 111980.11.08-R12 Certificate of Authorization#32455 7'"EDITION(2020)FBC NON-HVHZ EVALUATION FL11602-R11 Titanium Roof Underlayments Revision 12:12/1612020 Page 4 of 8 • ti N MEMO I etc. #2 Maximum Design Pressure=-142.5 psf: -• Deck: " Min. 15/'32-inch-plywood to meet pioject'requirements to satisfaction of Authority Having Jurisdiction. Primer: None Underlayment:;One.ply Titaniurri,PSU-30,-self-adhered and'back-nailed;max. 6" o.c. with' 12 ga. galvanized an rink shank-nails through 32 ga.;1-5/8=inch'diarrietertin-caps in accordance with Owens Corning Roofing--a rid'Asohalt, LLC published installa`tion'requ rements. 5.8.3.2 Mechanically-'Attached'Base•Sheet ` The maximum design pressure for the selected assembly shall meet`or exceed that required under FRSA/TRI Florida-High Wind Concrete aril Clay Roof Tle Instirllation'Nlanual,'Sixth"Edition; Appendix A`Table 1A or the critical'(highesf)'desgn pressure determined in accordance with FBC 1609`o'r FBC Residential Chapter 3. Alternatively,theimaxiriium design pressure for the'sele'ded assembly shall meet or exceed at least the Zone 1 design pressure determined 1n accordance with FBC 1609 or FBC'Residential Chi pter3.'Elevafed p'r'essure zones shall employ an attachment-density designed'=by d�qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD1,FM Loss Preventi6rVD6ta Sheet 1-29,Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137:-`Assemblies marked with'an''asterisk* carry the limitations .set-4orth inr Section, 2.2.10.1.of••FM• Loss Prevention Data' Sheet 1-29 (February 2020) for enhancements.' #3 Maximum Design Pressure 1D'eck: Min'. 15/32-'inch'plywood'td meet project'requirements to satisfaction of Authority Having Jurisdiction.' = BaseSheet: 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'diar-iet6f"and idhgth sufficient to'penetrate'through theAhickness of deck not less than 3/16-inch with min.32 ga., 1-5/8"diameter tin caps Spacing: 64n6h o.c.-at4-inch wide side;laps and 12-inch o.c.at three(3),equally spaced center rows. Primer: ASTM D41 primer required-at all tin-caps. ` Uriderlayments One or two plies, 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. #4 Maximum Design Pressure=-30 psf* Deck: -Min.-15/32=inch plywood to meet project Tequireriients to satisfaction —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 3/16-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 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 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. NEMO ETC,LEC.` r Evaluation Report 111980.11.08-1112 Certific6te of Authorization#32455 7..EDITION(2020)FBC NON-HVHZ EVALUATION "` "' `FL11602-R11 " TItanturn-Roof 6nderlayrnents Revision 12:22/16/2020 Page 5 of 8 ONEMOJetc. #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-!V8-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 J"urisdiction... - Base Sheet:.. •. Titanium UDL 30(printed side up)" Fasteners: 12 ga.an.nular.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 timcaps.. 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.with12 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. 5.9 Exposure Limitations: TABLE 3: EXPOSURE LIMITATIONS Underlayment Prepared k6of Cover Installation'Type Maximum.6p"psure(days) Mechanically attached' 180 Titanium PSU-30' Adhesive-set tile 30 Titanium UDL-25,Titanium UDL-30,Titanium UDL-50 Mechanically attached. 180. -- - NEMO ETC,LLC, Evaluation Report 111980.11.08-R12 Certiflcate of Authorizatlon#t32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION FL11602-R11 . „ Titanium Roof Underlayments Revision 12:12/16/2020 Page 6 of 8 NNEMOletc. 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. Maz. 10-tile stack 4:12 Lugged .Max,5-tile stack 5:12 Max. 10-tile stack(5 over 51, Titanium PSU-30 Lugged ;_ 5:12 -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,the specifics noted below. 6.2 Re-fasten any loose decking panels; and check for protruding nail heads. Sweep the substrate thoroughly to, removeany dust and debris prior to application,and prime the substrate(if applicable): 6.3 TitaniumT""UDL-25,Titanium UDL-30 or Titanium UDL-50: 6.3.1 Shall be installed in compliance 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 1507.1.1.1 or 1507.1.1.3 or FBC Residential R905.1.1.1 or R905.1.1.3. 6.4 TitaniumT"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. NEMO ETC LLC Evaluation Report 111980.11.08-R12 Certfflcate of Authorizatlon#32455 7-EDITION(2020)FBC NON-WVHZ EVALUATION- FL11602-R11 i Titanlurn Roof Underlayments Revision 12:12/16/2020 Page 7 of IN MEMO etc. 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 Tile 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 stag!ng,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. l 7. BUILDING PERMIT REQUIREMENTS' As required by the Building Official or Authority Having Jurisdiction to properly evaluate the installation of this product. MANUFACTURING PLANTS: Contact the named'QA entity for manufacturing facilities covered by F.AX.Rule 61G20-3 QA requirements. Refer to Section 4 herein for products and'produ6o'n locations having met codified material standards. L9. U�L I As s u .. Intertek Testing Services NA Inc.—QUA1673; (312)906-7-779;maura.norlander(@intertek.com -END OF EVALUATION�REPORT- MEMO ETC,LLC Evaluation Report 111980.11.08-R12 Certrflcate ofAuthorizatlon#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION FL11602-R11 Titanium Roof Underlayments Revision 12:12/16/2020 Page 8 of 8