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HomeMy WebLinkAboutProduct Approval Florida Buildiri- \Code Online 1/19/21,5:47 PM Invir BCIS Home Log In 1 User Registration 1 Hot Topics 1 Submit Surcharge 1 Stah Cr7`/ ca iC nt BCIS Site Map 1 Links 1 ,Search db a CODE COMPLIANCElJork _ Product Approval `�' ra USER:Public User S 1 a L CIE COUNTY Fu s - Product Approval Menu>Product or Application Search>Qpolication List>Application De a 1 BOCC ,(� RECEIVED m) x�, FL# FL11602-R11 Z�21 F ! +� Application Type Revision JAN Code Version 2020 Permitfing Department ° Application Status Pending FBC Approval St. Lucie County r Comments Archived Product Manufacturer Owens Corning Roofing and Asphalt, LLC , a Address/Phone/Email One Owens Corning,Parkway x t Toledo; OH 43645 (740) 321-6345. t k ;fir Greg.Keeler@owenscorning.com ri= Authorized Signature Keeler Greg ON Greg.Keeler@owenscorning.com - Technical Representative Greg,Keeler „ '1 Address/Phone/Email r27.90 Columbus Road = Granville, 01-114302-3 (740) 321-6345 greg.keeler@owenscorning.com i 4 . yS} Quality Assurance Representative " >r t Address/Phone/Email d Categoiy Roofing r Subcategory Underlayments f .Compliance Method Evaluation Report from a Florida Reg iste red.Architect or a Licensed Florida Professional Engineer w Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen �a the Evaluation Report f` r r 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 wL3 Y, Validation Checklist- Hardcopy Received Certificate of Independence FL11602 R11 CO 2020 01 COI NIEMINEN.p-df Referenced Standard and Year(of Standard) Standard Year " R ASTM D1970 2015 t= ASTM D4533 (tear strength) 2015 http://www.floridabuilding.org/pr/pr_app_dtl.aspx2param=wGEVXQwtDgsQFc5K%o2fTrZeHYB7UCe5KMr%2fsMfWgra38uK418vXGoCQO°/d3d%3d' 'Page 1 of'2 �y Florida Building Code Online9%21, 5:47 PM ASTM D4798(weathering) 2011' ASTM D4869 (liquid transmission) 2016 F § M% ASTM D5035 (tensile) 2011 7. FRSA/TRI, Sixth Edition 2018 y p R UL 1897 2015 x3 � 2 Equivalence of Product Standards Certified By k + 4�*7 Sections from the Code R � Product Approval Method Method 1 Option D t } , Date Submitted 12/16/2020 Date Validated 12/17/2020 Y 4' Date Pending FBC Approval 12/26/2020 y Summary of Products ___ ____.___._____�.._ _ __.__. _.._ __ _`__ _ ._ .�.__ _v•__ ____ .y rt 7 rrR 3Tx #x '1' FL# Model;Number or Name Description 4,. 11602.1 Titanium Roof Underlayments Synthetic sheet-type roof underlayments s s t y 1 rt, Limits of Use Installation Instructions ` v a �{ Approved for use in HVHZ: No FL11602 R11 II 2020 12 16 FINAL ER TITANIUM FL11602- `` a Approved for use outside HVHZ:Yes R1 1 Rif 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 i I ; use of a specific underlayment system beneath the roof FL11602 R11 AE 2020 17_ 1 FINAL ER TITANIUM FL11602- " systems. Refer to ER Section 5.8.3 for details. 2.) Refer to EJJ-p-df 9 r ER Sections 5 and 6 for other Limits,of Use. - Created by Independent Third Party:Yes �` YA s � W 3' Contact Us;:2601 Blair Stone Road,Tallahassee FL 32399 Phone:B50-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your a-mall address released In response to apublic-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 t1 �4 455.275(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 v 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 s } 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,FS.,please click hue_. s .�z1 �+. ' Product Approval Accepts: on ERE Credit Card , 5 Safe 1 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsQFc5K%2fTrZeHYB7UCe5KMr%2fsMfWgra38uK4[8vXGoCQQ%3d%3d Page 2 of 2, NEMO Etc. 'Certificate of Authorization#32455 353 Christian Street, Unit#13 Oxford,CT 06478 (203)262-9245 ENGINEER EVALUATE' TEST CONSULT EVALUATION .O. Owens Corning Roofing and Asphalt,I.I.C. Evaluation Report 111980.11.08-R12 One Owens Corning Parkway _ FL11602-Rll 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 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_p.roduct(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 Quality Assurance or the production-facility'location(s). NEMO 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 0 the request of the Building Official. ` This Evaluation Report consists of pages.lthrough.8. Prepared by: ,y„amn,,,.... Robert J.M. Nieminen P.E. T' -�'�,�F�=?�'•�ti''ai+ The facsimile seal appearing was authorized by Robert Florida Registration No.-59166,Florida DCA ANE1983. `�`.:`�u:;; ���''���' .Nleminen,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 or distributing products for which the evaluation reports are being issued. t' 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 anyway,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 NNEMOletc. 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 71h Edition (2020) Florida Building Code -through testing in accordance with applicable sections the following Standards. Compliance is subject to the installation Re '`• quirements and Limitations/Conditions of Use set forth fiereln: STANDARDS: ; Section Prooertv 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 11905.2.82 1507.1.1.1(20;;Exception),1507.1.1.1(5)J 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),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 D4798 2011 E3 REFERENCES' Ent! i - 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,,the slippage 4j-OC-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 Product 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) ASTM 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 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 1378TO111 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 4. '••DDESCRIPTION: Product Material Standard Plant(s) Description 4' Titaniurri'm 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 i:with a release film. Unit weight 24 Ibs/square NEMO ETC,LLC Evaluation Report 111980.11.08-R12 Certfflcate of Authorizatlon#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION FL11602-R11 Titanium Roof Underlayments Revision 12:12/16/2020 Page 2 of 8 NMEMO etc. Product. Material Standard 'Plant( .: 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'side 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(ZM 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 weightA.0 lbs./square .: Exception),R905.1.1.1(5).. _ 4.4 TitanlumT"UDL750 - 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 weight4.7lbs./square _. Exception),13905.1.1.1(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 forrany project on Which this Evaluation Report,or previous versions thereof;is/was used for permitting -or design guidance 4unless retained specifically for-that purpose: 5.2 This Evaluation Report is not for use in FBC High Velocity Hurricane Zone jurisdictions:(i.e.,`Brdward and Miami- Dade Counties)• ; 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 Ha'Ving Jurisdiction.` 5.4 This'Evaluation Report does not include evaluationof fire classification. Refer to F6C 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.. -'55 Titanium" Roof Underlayments may,be,used,vidth.any prepared-roof'cover-Where the product is specifically referenced within FBC approval, documents., .Iflnot'listed, a'request may be,made to`the Authority Having Jurisdiction-for approval based on this evaluation combined with supporting data for the prepared roof covering. - 5.6 Allowable Roof Covers: ` TABLE 1: ROOF COVER OPTIONS FBC Section:, 1507.2 1507.3, r 1507.4&1507.5 1507.7 1507.8&1507.9 Clay and Concrete Tile ; Underlayment Asphalt: Metal-Panels Slate or'Slate- Wood Shingles and Shingles Mechanical Adhesive- and Shingles, .,Type Shingles ,Shakes Attach Set Yes Yes Titanium PSU-30 Yes Yes Yes Yes (See 5.6.1) (joint strips,1507.1.1.3/ R905.1.1.3) Titanium UDL-25 Yes No No• .Yes, Yes No ;Yes_ , Yes:. ' Titanlum UAL-30 Yes. i (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-R12 Certiflcate•of Authorization#32455 P EDITION(2020)FBC NONE HVHZ EVALUATION FL11602-R11 Titanium Roof Underlayments' Revision 12:12/16/2020 Page 3 of 8 v N'NEMOjetc. 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 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 b41' 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 the 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 iin-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 Edition; Appendix A, Table 1A or the critical,(highest)design pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3. #1 Maximum-Desierr 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-Rll Titanium Roof Underlayments Revision 12:12/16/2020 Page 4 of 8 J NNEMO etc. #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 "Underlayffient: FOne-ply Titanium',PSU-30, self-adhered and back=nailed'max:'6" o.c, witli'12 ga. galvanized annular rink-shank nails th"rough 32aga'.; 1-5/8=inch'diameter tin caps in accordance with Owens Corning Roofing and•Asphalt;LLCpublished installation requirements. 5.83.2 (Mechanically-Attached Base Sheet:-'` The maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI Floridd'High'Wind Concrete and day�Roof Tile lnstallotion'Manual, Sixth.Edition, Appendix A,Table 1A or the critical'(highest)design pressure determined in accordance with FBC 1669 or FBC Residential Chapter 3. Alternatively,the maximum design pressure for the'*selecte6 assembif ly shall-meet or exceed at least the Zone 1 design pressure determined in accordance with FBC 1609 or FBC-Residential'Cliapter3: 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 DataSheet 1-29,Roofing Application Standard RAS 117 and Roofing Application Standard RAS137."'Asserriblies'marked with'an-asterisk* carry the limitations.-set forth. Jn��Section 21.10.1 of6FM -L'oss.Prevention 'Data Sheet. 1-29 (February 2020) for ;enhancements. ,_ ;:; #3 Maximum Design Pressure=-36 psf*: Deck Mln. 15/32-inch'plywood'to'meet project-requirements to'satisfaction of Authority Having Jurisdiction: BaseiSheet:' = TitanlUm-UDL 30`(inverted) Fasteners: 12 ga:annular`ring shank nails having not less'tha'n�20'rings per inch, heads not less than 3/8 inch•''di'ametee'afi&length'sufficienf 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 sid-,16- and 12-inch o.c.at three(3),equally spaced center,rows. Primer: - ASTM D41 primer required at all tin-caps. , Underlayment:-One-or two-plie's,,Titanium,PSU 30, self-adhered--and back=nailed max. 6" o.c. with 12 ga. galvanized annular•ririk=shank nails"through 32 ga., 1-5/8-inch diameter tin--caps-in accordance with Owens.Corning-Roofing antl Asphalt,LLC published installation requirements. #4 Maximum Design Pressure=-30 psf*:' l - 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'EfC;'LLC ' Evaluation Report 111980.11.08-R12 Certificate of Authorization#32455 7-EDITION(2020)FBC'NON-HVHZ EVALUATION FL11602-R11- Tltanlurn Roof Unde'rlayments' Revision 12:12/16/2020 Page 5 of 8 4 NNEMO etc. #5 Maximum Design Pressure=-45 psf*: Deck: ,Min. 15/32-inch plywood to meet,•project.requ.irements 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 ortwo,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/&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 nbt,less than 20 rings per inch, heads not less than 3/8 inch diameter and length sufficient to penetrate through the thicknesslof 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, Titanium UDL-50 Mechanically attached 1801 _ 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 6 of 8 OMEMO etc. 5.10 Tile Slippage Limitations: When loading roof tiles on the underlayment in direct-deck the assemblies,'the maximum roof slope•shall be as follows.!.These slope-limitations can only-be'exceeded by using`battens during loading of the•roof-tiles. TABLE 4: TILE SLIPPAGE LIMITATIONS FOR DIRECT-DECK TILE INSTALLATIONS Underlayment Tile Profile .Staging Method 'Maximum Slope Flat Mak.'10=tile stack - 5:12 Flat Max 5-tile stack ..6:12 -- _.•Lugged, Max. 10-tile stack, 4:12 . Lugged, Max..5rtile stack, 5:12 Max. 10-tile stack(5 overE. 51 Titanium PSU-30 Lugged 5.:12 INSTALLATION:6. 6.1 - Titanium Roof,Underlayments shall-be installed in accordance with'Owens.Corning Roofing•and.Asphalf, LLC published installation requirements,subject to the Limitations setforth in Section 5,here.in 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 ptime'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 Titanium`P•SU-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 y " "" Evaluation Report_111980.11.08-R12 Certificate of Authorizatlon#32455 7-EDITION(2020)FBC'NON-HVHZ EVALUATION FL11602-'R1'1 Titanium Roof Underlayments Revision 12:12/16/2020 Page 7 of 8 NNEMOjetc. 6.4.2 Tile Applications: Shall be installed incompliance with�requiren ents 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: I 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. REQUIREMENTS:7. BUILDING PERMIT 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.A.C.Rule 611320-3 Q4 requirements. Refer to Section 4 herein for products and production locations having met codified material standards. • AUTY ASSURANCE Intertek Testing Services,NA Inc.—QUA1673; (312)106-7779;maura.norlander@intertek:com -END OF EVALUATION REPORT ' NEMO ETC,LLC Evaluation Report 111980.11.08-R12 Certificate of Authorization#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION FL11602-R11 Tltanlum Roof Underlayments Revision 12:12/16/2020 Page 8 of 8