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HomeMy WebLinkAboutProduct Approvals Florida Building Code Online 4/6/21,7:23'AM w ;VV �G FORM l t �yF a ^ COY s6,� t P,r = ss,• f' � 1 n T BCIS Home I Log In User Registration Hot Topics Submit Surcharge I Stats&Facts I Publications Contact Us BCIS Site Map Links i Search Florida $' Product Approval j USER:Public User j d,b.... e A P R ® � '9 Product Aporoval Menu>Product or Application Search>@ licatioP'ica on I ST. Lucie County, Permiamin �"" �it 'y FL# FL11602- m 1. ��� FOR Application Type Revision Code VersionDE COMPLIANCE 20 Application Status Approved PP pP ST. C1 CCTV Comments BCCC llel �n q3 3 Archived �0,0 G� '1-= � ' _. Product Manufacturer Owens Corning Roofing and Asphalt, LLC Address/Phone/Email One Owens Corning Parkway Toledo, OH 43645 ! { � (740) 321-6345 Ai. � 3, Greg.Keeler@owenscorning.com { k ,u Authorized Signature Keeler Greg . %> t `Nr ! F Greg.Keeler@owenscorning.com sxx . w s� ' Technical Representative Greg Keeler .. Address/Phone/Email" 2790 Columbus Road' '% Y; 'Granville,'OH43023 5 (740) 321-6345 greg.keeler@oGvenscornirig.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory •Undeilayments Compliance Method Evaluation'Report,from a Florida Registered Architect or a Licensed Florida ,° , ` .rt c '• Professional•Engineer y { r Evaluation Report-Hardcopy Received Florida Engineer or Architect Name.who developed Robert Nieminen r {y "; ,4 � ` the Evaluation Report Irr+: ' Florida License PE-59166 i Quality Assurance Entity Intertek Testing Services NA, Inc.- QA Entity Quality Assurance Contract Expiration Date 12/31/2023 z I}} r Validated By John W. Knezevich, PE Validation Checklist- Hardcopy Received i, disc Certificate of Independence FL11602 R11 COI 2020__U COI NIEMINEN.pd Referenced Standard and Year(of Standard) Standard Year ASTM D1970 2015 ASTM D4533 (tear strength) 2015 http://www.floridabuilding.org/pr/pr_app_dt(.aspx?param=wGEVXQwtDo oFc5K%2fTrZ6HYB7UCeSKMr%2fsMfWqra38iiK418VXGoCQQ°/u3d°/`3d Page 1 of 2• Florida Building Code Online 4/6/21,7:23 AM 4 r�yt r, ASTM D4798 (weathering) 2011 s r`ar j J ASTM D4869 (liquid transmission) 2016 ;' �r 4wrYr ASTM D5035 (tensile) 2011 sE" is FRSA/TRI, Sixth Edition 2018 UL1897 2015 ! Equivalence of Product Standards i },, Certified By H '` Sections from the Code iF l a S Product Approval Method Method 1 Option D pi � h � Date Submitted 12/16/2020 x Date Validated 12 17/2020 I ' � Date Pending FBC Approval 12/26/2020 1 Date Approved 02/09/2021 d 2 2 0 2 0 1 Date Revise 2 1 r Summary of Products FL# ——+ Model,Number or Name" Description 11602.1 Titanium Roof Underlayments Synthetic sheet-type roof underlayments Limits of Use Installation Instructions 4 Approved for use in HVHZ: No FL11602_Rll �_202p16 FINAL ER TITANIUM_FL11602- v Approved for use outsideHVHZ:Yes R11•p-df Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 c 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 R11 AE 2020 12 16 FINAL ER TITANIUM FL11602- systems. Refer to ER Section 5.8.3 for details. 2.) Refer to R11.psiPf ER Sections 5 and 6 for other Limits of Use. Created by Independent Third Party:Yes r - Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824. The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida. :;Privacy Statement::Accessibility Statement:;Refund Statement Under Florida Jaw,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 mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section x { 455.275(1),Morida 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 here. Product Approval Accepts: s Credit Card ' Safe. r� p. http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=WGEVXQwtDgsQFc5K%2fTrZeHYB7UCe5K.Mr%2fsMfwgra38uK418vXGoCQQ,%3d°/n3d Page 2 of 2 r NEMO etc. 'Certificate of Authorization#32455 353 Christian Street,Unit#13 Oxford,CT 06478 (203)262-9245 -ENGINEER' - EVALUATE. CONSULT i .® • ji "Owens Corning Roofing and Asphalt,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 have'been evaluated for compliance with the 7eh Edition-(2026)Florida Building Code sections noted herein. DESCRIPTION: Titanium- Roof Undertayments 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 product(s)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 agreement to notify NEMO.ETC; LLC of any changes to the product(s), the QualityAssurance 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. ADVERTISEMENT:'The Florida Product Approval 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 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 by: \A5jj�9ruryq �Q,..;:a�? i.'•.. Robert J.M.Nieminen;P.E. The facsimile seal appearing was authorized by Robert Florida Registration No.59166,Florida DCA.ANE1983 Nieminen,P.E.on 12/16/2020.This does not serve as an electronically signed document. 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 company..manufacturing or distributing products it evaluates. 2. NEMO 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'ordistributing 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 MEMO 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 3 v NMEMO etc. ROOFING COMPONENT EVALUATION: I. sm Product Category: Roofing Sub-Category: Underlayment Compliance Statement: TitaniumT"Roof Underlayments, as produced by Owens Corning Roofing.and Asphalt, LLC; 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: STAND' 'e Section Proaerty 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 ; . 1507.1:1.1(2&1.Exception),1507:1.1.1(5)/ Tear strength ASTM D4533 2015 R905.1:1 1(2&3,Exception),,R905AAA(S),. 1507.1.1.1(2&3,Exception),1507.1.1.1(5.),/ ,Tensile strength:,,-,:,.. ASTM D5035-... 2011. •:. R905.1A.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 ._,....• . 1507.3.3/11905.3:3 Material standard - -FRSA/TRI,Sixth Edition 2018 -TAS 110 Accelerated Weathering ASTM D4798 ' 2011 3. REFERENCES: Enti Examination Reference ' Daft,, ERD(TST6049) Various,system tests 135520:06:11. r 06/15/2011 ERD(TST6049) •• Wind,Uplift 135520;08.11-1.• 08/12/2011 ERD(TST6049). . FRSA/TRI,.tile slippage;' 4j-0C-19-SSUDL-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' Owens`Corning Pro equivalency Declaration 06/18/2018 PRI(TST5878) ASTM D1970 OCF-341-02-01 09/20/2017 PRI(TST5878) , FRSA/TRI;!partial ;_ OCF=343-02-01 11/09/2017 PRI(TST5878) AS.TM,D4798,D1970 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 08/13/2018• PRI(TST5878) UL1897 137ST002 07/10/2019 PRI(TST5878) ASTM D1623,TAS 103, OCF-507-02-01 08/13/2019 PRI(TST5878) UL1897 137ST0117 10/20/2020 PRI(TST5878) ASTM D4533,D4798,D5035 137ST0110 10/15/2020 PRI(TST5878) ASTM D4533,D4798,D5035 1378TO111 10/15/2020 PRI(TST5878),., ASTM D4533,D4798,D5035 1378T0112 10/15/2020 ITS(QUA1673) Quality Control Service Confirmation. 12/09/2020 ITS(QUA1673) Quality Control Florida BCIS Current 4. •OD c Product'• Material n'd,a,rd Plants Descri tion O , p 4.1 Titanlum'""PSU-30 ASTM D1970 and Dubai,UAE ':unreinforced polymer modified bitumen material 11 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 NEMO ETC,LLC Evaluation Report 111980.11.08-R12 CertfflcoteofAuthorkotlon#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION FL11602-Rll Titanium Roof Underlayments Revision 12:12/16/2020 Page 2 of 8 7 NMEMO I etc® Product . Material Standard-. Plants) : .;`' Description 4.2 . Titanium'"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 s(de with a polymer R905.1.1.1(2&3, coating.,Unit weight 2.5 Ibs./square Exception),R9054.1.1(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(2&3, polymer coating. Unit weight 4.0.Ibs./square Exception),R905,1.1.1(5) 4.4 Titanium'"UDL-50 1507.111(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(2&3, polymercoating. Unit weight 4.7lbs.%square .._Exception),R905.1.1.1(5) Li 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 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 2603 for requirements and limitations concerning the use of foam plastic insulation. 5.,5..r".Titanium'm-Roof Underlayments may be used with.any prepared roof cover where the.product is specifically referenced within FBC approval documents: If-not listed; a request maybe made to:the Authority Having Jurisdiction for approval based on this evaluation combined with supporting dataifor the prepared roof covering. 5.6 Allowable Roof Covers: TABLE 1: ROOF COVER OPTIONS F8CSect16n:, _ 15072 1.9 3 . 1507.4.&1507.5.; 1507.7. 1507.8&1507.9 Clay and,Concrete Tile Underla ment Asphalt Metal Panels Slate or Slate-' wood Shingles and Y Mechanical Adhesive- Shingles and Shingles Type Shingles Shakes Attach Set Yes Yes Titanium PSU-30 Yes Yes Yes Yes (Joint strips,1507.1.1.3/ (See 5.6 1) R905.1.1.3) Titanium UDL-25 Yes No No Yes Yes No Yes Yes, Titanium UDL-30 Yes. (Base Sheet In (Base Sheet In- Yes. Yes No 2-ply system) 2-ply system) Titanium UDL-50 Yes No No Yes Yes No NEMO ETC,LLC Evaluation Report 111980.11.08-R32 Certificate of Authorization#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION FL11602-911 Titanium Roof Underlayments Revision 12:12/16/2020 Page 3 of 8 v UN EMO etc. 5.6.1 Adhesive=set is limited to use of following underlayment/tile-adhesive combinations. TABLE IA: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 PCP 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 ' -Titanium PSU-30 self-adhering None ASTM D226,Type II felt - Base sheet ASTM D41 Titanium UDL-30 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. .5.8.2 For use under tile roof systems, attachment shall be in 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 Manuali 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 Me 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. #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. MEMO 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 12:12/16/2020 Page 4 of 8 ONEMOletc. #2 Maximum Design Pressure=-142.5 psf: Deck: ",Min. 15/32-inch plywood .to meet'project requirements to satisfaction of Authority Having Jurisdiction. Primer: None Underlayment: One-plyTitanium PSU-30, self-adhered and back-nailed max. 6" o.c. with 12 ga. galvanized annular rink shank nailsthrough 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 Base Sheet; The maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI Florida'High Wind Concrete and Clay Roof rile,Installation Manual, Sixth Edition, Appendix A,Table 1A or the critical(highest)'design pressure determined inaccordance with FBC 1609 or FBC Residential Chapter 3. Alternatively,the maximum design pressure for the selected assembly shall meet or exceed at least the 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 WD1,FM Loss Prevention Data Sheet 1-29,Roofing Application Standard RAS 117 and Roofing Application Standard�RAS,137:' Assemblies marked with pan asterisk* carry the limitations set forth in••Section 2.2.10.1, of FM Loss Prevention -Data Sheet 1-29 (February 2020) for enhancements. #3 Maximum Design Pressure=-30 psf*: Deck: ' ' Min. 15/32-inch plywood to''meet `project Fequirements to satisfaction of Authority Having Jurisdiction: Base Sheet: Titanium UDL 30'(inverted) Fasteners: 12 ga. annular ring shank nails having not Iess'than 20 diigs'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.af+jnch wide side laps and 12-Inch o.c.at three(3),equally spaced center rows. � Primer: ASTM D41 primer required at all tin-caps. y .. p - 'Underla ment: One or two ties;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 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 3/16-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,LLC Evaluation Report 111980.11.08-R12 Certificate of Authorization#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION FL11602-R11 Titanium Roof Unilerkayments Revision 12:22/16/2020 Page 5 of 8 r IEM01 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. U.nderlayment: 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,me.et 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 than20 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 over printed 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, LLC published installation.requirements. 5.9 Exposure Limitations: TABLE 3: EXPOSURE LIMITATIONS 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 , NEMO ETC,LLC Evaluation Report 111980.11.08-R12 Certificate of Authorization#32455 7-EDITION(2020)F-BC NON-HVHZ EVALUATION FL11602-R11 Titanium Roof Underlayments. Revision 12:12/16/2020 Page 6 of 8 ONEMOjetc. 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 Uiiderlayment Tile•Profile- ``` Staging Method �Maximium Slope Flat Max. 10-tile stack- 5:12 Flat Max 5-tile stack 6:12 Lugged. Max. 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 .Owenstorning.Roofing and Asphalt, LLC published installation requirerrents,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 remove any dust and debris prior to application,and prime the substrate(if applicable). 6.3 Titanium*""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 Certificate of Authorization#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION FL11602-R11 Titanium Roof Underlayments Revision 12:12/16/2020 Page 7 of 8 I ONEMOjetc. Tile Applications:- ., • ..,, :.• . , Shall be 1ristalled in compliance with:requieements-for a Self-Adhered Membrane in the FRSA/TRI Florida High Wind Concrete and Clay Roof The lnstallation Manual, Sixth Editioh, and the ,manufacturer's,1 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'.consis'ts of..'a base layer of Titanium'.Ubt--30 (top-surface primed or sheet inverted) _- mechan_ically.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. . As required by the Building Official or Authority Having Jurisdiction to properly evaluate the installation of this product. - MANUFACTURINGPLANTsi Contact the`named QA entity for manufactueing.facilities covered by F.A.C.Rule'61G20-3 QA requirements. Refer #o�Sect!on 4 herein for products�and production locations having met codified rnaterial standards. QUALITY Intertek Testing S'ervice,s NA Inc:.—QUA1673; (312)906-7779;'maura.norlander@i6tertek.com . -END OF EVALUATION REPORT NEMO.ETC,LLC Evaluation Report 111980.11.08-R32 Certificate ofAuthor&atlon#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION - FL116027R11 Titanium Roof Underlayments• Revision 12:12/16/2020 Page 8 of 8