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HomeMy WebLinkAboutAPPROVED, Titanium PSU 30 Underlayment(1)9/8/21, 11:56 AM Florida Building Code Online Business & Professional Regulation r Z BCIS Home Lop In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us SCIS Site Map Links Search ida Product Approval L r (A USER; Public User P.r.Qdurt-ApprQy_ql Menu > e19.QuSZ or Agnlicatian Search > 60olication List � Application Detail FL # FL11602-R13 Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer Owens Coming Roofing and Asphalt, LLC Address/Phone/Email One Owens Corning Parkway Toledo, OH 43645 (740)321-6345 Greg.Keeler@owenscoming.com Authorized Signature Keeler Greg Greg.Keeler@owenscorning.com Technical Representative Greg Keeler Address/Phone/Email 2790 Columbus Road Granville, OH 43023 (740) 321-6345 greg. keeler@owenscoming.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen 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 R13 COI 2021 01 COI NIEMINEN.QQ Referenced Standard and Year (of Standard) Standard Year ASTM D1970 2015 ASTM D4533 (tear strength) 2015 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 Certified By https:llfloridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgsQFc5Ka/o2fTrZeHYB7UCe5KMr°/a2fsMfWgra38sP60YHMVvyl w%3da/o3d 112 918121, 11:56 AM Sections from the Code Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 04/19/2021 04/19/2021 04/26/2021 06/08/2021 FL # I Model, Number or Name Description 11602.1 Titanium Roof Underlayments for Synthetic sheet -type roof underlayments use In FBC non-HVHZ jurisdictions Limits of Use Installation Instructions Approved for use in HVHZ: No FL11602 R13 II 2021 04 19 FINAL ER TrrANIUM FL11602- fl1lw Approved for use outside HVHZ: Yes 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 use Evaluation Reports of a specific underlayment system beneath tile roof systems. FL11602 R13 AE 2021 04 19 FINAL ER TITANIUM FL11602- R13.0df Refer to ER Section 5.8.3 for details. 2.) Refer to ER Sections 5 and 6 for other Umits of Use. Created by Independent Third Party: Yes OacN Newt Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 P The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: privacy 5 Under Florida law, email addresses are public records. If you do not want your e-mail acidness released In response th a public -records request, do not send electronic mail to this entity. instead, contact the oHlce by phone or by traditional mall. If you have any queshom, 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 smalls provided may be used for onidal 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 an be made available to the public. Tti determine If you are a licensee under Chapter 455, F.S., please Click here . Product Approval Agceptv: © U ® cr«1 Credit Card Safe https://floddabuilding.org/pr/pr_app_d0.aspx7param=wGEVXQwtDgsQFc5K%2f FrZeHYB7UCe5KMr°k2fsMfWgra38sP60YHMVvylw%3da/o3d 212 (Z] NEMO I etc. Certificate of Authorization #31455 353 Christian Street, Unit #13 Oxford, CT 06478 (203)262-9245 ENGINEER EVALUATE TEST CONSULT REPORTEVALUATION Owens Corning Roofing and Asphalt, LLC Evaluation Report I11980.11.08-R14 One Owens Corning Parkway FL11602-1113 Toledo, OH 43659 (740)321-6345 Date of Issuance:11/03/2008 Revision 14: 04/1912021 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 7th Edition (2020) Florida Building Code sections noted herein. DESCRIPTION: Titanium" Roof Underlayments for use in FBC non-HVHZ jurisdictions LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.1.1. CONTINUED CoMPuANcE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance or 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 NEW 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 "NEMO Ietc. 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: vmS,y:•rx;— �" ,yisfw.fnN Robert J.M. Nieminen, P.E. ry'R;,t R�` The facsimile seal appearing was authorized by Robert Florida Registration No. 59166, Florida DC4 ANE1983 .fto„?;;;;; .o` Nieminen, P.E. on 04/19/2021. 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. 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. S. 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. 02018 NEMO ETC, LLC *NEMO etc. ROOFING COMPONENT EVALUATION: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: Titanium' Roof Underlayments, as produced by Owens Coming Roofing and Asphalt, LLC, have demonstrated compliance with the following sections of the 7" 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. Section Prope 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&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), 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 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 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 NEMO (TST6049) FRSA/TRI, the slippage 4j-OC-19-SSUDL-01.A 06/14/2019 PRI (TSTS878) 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(8); 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 1378TO110 10/15/2020 PRI(TST5878) ASTM D4533,D4798,D5035 1378TO111 10/15/2020 PRI (TST5878) ASTM D4533,D4798,D5035 1378TO112 10/15/2020 PRI(TST5878) ASTM D4533, D4798,D5035 137ST0059 02/13/2020 PRI(TSTS878) ASTM D8257-20 137ST0061 01/21/2021 PRI(TST5878) ASTM D4798, TAS 103 1378TO174 04/16/2021 ITS (QUA1673) Quality Control Service Confirmation 12/09/2020 ITS (QUA1673) Quality Control Florida BCIS Current NEMO ETC. LLC Evaluation Report 111980.11.08-R34 Certificate of Authorizarion#32455 7-EDITION(20201 FEIC NON-HVHZ EVALUATION FL11602-R33 Titanium- Roof Underlayments Revision 14: 04/19/2021 Page 2 of 9 4.1 4.2 4.3 4.4 &j NNEIVIOletc. PRODUCTDESCRIPTION: Product Material Standard Plant(s) Description 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 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) 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 4.01bs./square Exception), R905.1.1.1(5) Titanium* UDL-50 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 4.7 lbs./square Exception), R905.1.1.1(5) Titanium° X30 1507.1.1.1(2&3, Qingdao, China synthetic sheet -type underlayment comprised of Exception), 1507.1.1.1(5) / a non -woven polypropylene top scrim laminated R905.1.1.1(2&3, to a central non -woven polypropylene scrim with Exception), R905.1.1.1(5) polymeric coating on the bottom side. Unit ASTM D8257 weight 5.0 lbs./square. 5.1 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. 5.2 This Evaluation Report is not for use in FBC High Velocity Hurricane Zane 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 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 Titanium• 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 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 FBCSecdon: 1507.2 1507.3 1507.4 & IS07.S 1S07.7 1507.8 & 3S07.9 Clay and Concrete Tile Underlayment Asphalt Metal Panels Slate or Slate- Wood Shingles and Mechanical Adhesive- Shingles and Shingles Type Shingles Shakes Attach Set Titanium•PSU-30 Yes Yes Yes Yes Yes Yes point strips,1507.L1.3/ (See 5.6.1) R905.1.1.3) Titanium• UDL-25 Yes No No Yes Yes No NEMO ETC, LLC Evaluation Report 111980.11.08-R14 Certificate of Authorization H32455 7"' EDITION 12020) FBC NON.HVHZ EVALUATION FL31602-R13 Titanium• Roof Underlayments Revision 14: 04/19/2021 Page 3 of 8 NNEMOjetc. TABLE 1: ROOF COVER OPTIONS FBC Section: 1507.2 1507.3 1507.4 & 1507.5 1S07.7 1507.8 & 150A9 and Concrete Tile Underlayment AsphaltClay Metal Panels Slate or Slate- Wood Shingles and Mechanical Adhesive- Shingles and Shingles Type Shingles Shakes Attach Set 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 Titanium• X30 Yes No No Yes Yes No 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 Titanium• PSU-30 Dupont "Tile Bond'" Roof Tile Adhesive" FL22525 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 Application Substrates (designed to meet wind loads for project) Type Primer Material(s) gTitanium* self -adhering Deck/sheathing (Optional) ASTM D41 Plywood Base sheet None ASTM D226, Type II felt 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 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. ' Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. NEMO ETC, LLC Evaluation Report 111980.11.08-R14 Certificate of Authorization #32455 7- EDITION (2020) FBC NON-HVHZ EVALUATION FL11602-R13 Titanium* Roof Undedayments Revision 14:04/19/2021 Page 4 of 9 NNEMOletc. #1 Maximum Design Pressure =-45 osf: 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" D.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. 42 Maximum Design Pressure=-142.5 usf: Deck: Min. 15/32-inch plywood to meet project requirements 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 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 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. Alternatively, the maximum design pressure for the selected assembly shall meet or exceed at least the Zone 1 design pressure determined in accordance with F8C 1609 or FBC Residential Chapter 3. 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 WD3, 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 (February 2020) for enhancements. #3 Maximum Design Pressure =-30 osf" 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 12-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 max. 6" D.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 Desien Pressure = -30 osf' 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-R14 Cert�rcate of Authorization#32455 7"' EDITION (2020) FBC NON-HVHZ EVALUATION FLI1602-R13 Titanium* Roof Undedayments Revision 14: 04/19/2021 Page S of 8 NNEMOletc. #5 Maximum Desien 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's 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 Desien Pressure =-45 osf 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 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 tile 180 Titanium:UDL-25,Titanium" UDL-30, Titanium 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 UMIrAnONS FOR DIRER -DECK TILE INSTALLATIONS Underlayment Tile Profile Staging Method Maximum Slope Titanium® PSU-30 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 Lugged Max.10-tile stack f5 over 51 5:12 NEW ETC. LLC Evaluation Report 111980.11.08-R14 Certifeote of Authorization #32455 7- EDITION (2020) FBC NON-HVHZ EVALUATION FL11602-R13 THanlum• Roof Underlayments Revision 14:04/19/2021 Page 6 of 8 NNEMOletc. 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 remove any dust and debris prior to application, and prime the substrate (if applicable). 6.3 Titanium• UDL-25, Titanium* UDL-30, Titanium* UDL-50 or Titanium• X30: 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* 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 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 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. NENIO ETC, LLC Evaluation Report 111980.11.08-R34 Certffirote of Authonzation#31455 7- EDITION (2020) FBC NON.HVHZ EVALUATION FL11602-R13 Titanium- Roof Underlayments Revision 14:04/19/2021 Page 7 of 8 ONEMOletc. As required by the Building Official or Authority Having Jurisdiction to properly evaluate the installation of this product. Contact the named CIA entity for manufacturing facilities covered by F.A.C. Rule 61G20-3 CIA requirements. Refer to Section 4 herein for products and production locations having met codified material standards. 9. QUALrrY ASSURANCE ENTITY: Intertek Testing Services NA Inc.—QUA1673; (312) 906-7779; maura.norlander@intertek.com END OF EVALUATION REPORT - NEMO ETC, LLC Evaluation Report 111980.11.08-R14 Certfj7cate of Authoriratlon#32455 7- EDITION 120201 f8C NON-NVNZ EVALUATION FL11602-R13 Titanium• Roof Underlayments Revision 14: 04/19/2021 Page 9 of 8