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HomeMy WebLinkAboutAPPROVE,D 2464 Iroquois Ave PSU 305/4/2021 Florida Building Code Online BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links Search Product Approval [V d b r USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL11602-1112 Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Owens Corning Roofing and Asphalt, LLC One Owens Corning Parkway Toledo, OH 43645 (740)321-6345 Greg. Keeler@owenscorning.com Keeler Greg Greg.Keeler@owenscorning.com Greg Keeler 2790 Columbus Road Granville, OH 43023 (740) 321-6345 greg.keeler@owenscorning.com Roofing Underlayments 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 R12 COI 2021 01 COI NIEMINEN.pdf 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 UL1897 2015 Equivalence of Product Standards Certified By https://www.floridabuilding.org/pr/pr app_df.aspx?param=wGEVXQwtDgsQFc5K%2frrZeHYB7UCe5KMr%2fsMfWgra38thTg8%2byKuYXg%3d%3d 1/2 5/4/2021 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 02/12/2021 Date Validated 02/14/2021 Date Pending FBC Approval 02/23/2021 Date Approved 04/13/2021 Date Revised 04/19/2021 Summary of Products FL # Model, Number or Name 11602.1 Titanium Roof Underlayments Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-142.5 Other: 1.) The design pressure noted herein pertains to use of a specific underlayment system beneath the roof systems. Refer to ER Section 5.8.3 for details. 2.) Refer to ER Sections 5 and 6 for other Limits of Use. Description Synthetic sheet -type roof underlayments Installation Instructions FL11602 R12 II 2021 02 12 FINAL ER TITANIUM FL11602- IR12.pdf Verified By: Robert Nieminen PE-59166 Created by Independent Third Party: Yes Evaluation Reports FL11602 R12 AE 2021 02 12 FINAL ER TITANIUM FL11602 R12.pdf Created by Independent Third Party: Yes j Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. g;2pynoht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic 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 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: ® Ed ... ,. Credit Card Safe https://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgsQFc5K%2ffrZeHYB7UCe5KMr%2fsMfWgra38thTg8°/a2byKuYXg%3d%3d 2/2 ENGINEER EVALUATE Owens Corning Roofing and Asphalt, LLC One Owens Corning Parkway Toledo, OH 43659 (740) 321-6345 NEMO i etc. Certificate of Authorization #32455 353 Christian Street, Unit #13 Oxford, CT 06478 (203) 262-9245 TEST CONSULT Evaluation Report 111980.11.08-R13 FL11602-RI2 Date of Issuance: 11/03/2008 Revision 13: 02/12/2021 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 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 locations) 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 I etc. 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: Robert J.M. Nieminen ' =:r , P.E.� ; ,c •. _ R' =�, The facsimile seal appearing was authorized by Robert Florida Registration No. 59166, Florida DCA ANE1983 '<<;,;;,;,;• ``` Nieminen, P.E. on 02/12/2021. 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. 5. This is a building code evaluation. Neither NEMO ETC, LLC nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. ©2018 NEMO ETC, LLC ME 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 7t' 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 Property 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 1S07.1.1.1(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(S) 1507.1.1.1(5) / R905.1.1.1(S) 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 135S20.06.11 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, tile slippage 4j-OC-19-SSUDL-01.A 06/14/2019 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-S07-02-01 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 PRI (TST5878) ASTM D4533,D4798,D5035 1378T0059 02/13/2020 PRI (TST5878) ASTM D8257-20 1378T0061 01/21/2021 ITS (QUA1673) Quality Control Service Confirmation 12/09/2020 ITS (QUA1673) Quality Control Florida BCIS Current MEMO ETC, LLC Evaluation Report 111980.11.08-R13 Certificate ofAuthorizotion #32455 7T" EDITION (2020) FBC NON-HVHZ EVALUATION FL11602-R12 Titanium® Roof Underlayments Revision 13: 02/12/2021 Page 2 of 8 4.1 4.2 4.3 4.4 4.5 ONEMO I etc. ef 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 24 Ibs/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 Ibs./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 4.0 Ibs./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 Ibs./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 Ibs./square. 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 (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 FBC Section: 1507.2 1507.3 1507.4 & 1507.5 1507.7 1507.8 & 1507.9 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 (joint strips, 1507.1.1.3 / (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-R33 Certificate of Authorization #32455 7TH EDITION (2020) FBC NON-HVHZ EVALUATION FL11602-R12 Titanium® Roof Underlayments Revision 13: 02/12/2021 Page 3 of 8 ONEMOJetc. TABLE 1: ROOF COVER OPTIONS FBC Section: 1507.2 1507.3 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® 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 TitaniumO 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 Underlayment Application Substrates (designed to meet wind loads for project) Type Primer Material(s) Titanium® PSU-30 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. 1 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-R13 Certificate of Authorization #32455 7T" EDITION (2020) FBC NON-HVH2 EVALUATION FL11602-R12 Titanium® Roof Underlayments Revision 13: 02/12/2021 Page 4 of 8 Z_rNEMOJetc. #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. #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 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 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. 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 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 WD1, FM Loss Prevention Data Sheet 1-29, Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (February 2020) for enhancements. #3 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 (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" '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. IS/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. MEMO ETC, LLC Evaluation Report 111980.11.08-R13 Certificate of Authorization #32455 7T" EDITION (2020) FBC NON-HVHZ EVALUATION FL11602-R12 Titanium® Roof Underlayments Revision 13: 02/12/2021 Page 5 of 8 OMEMO I etc. #5 Maximum Design Pressure = -45 psf*: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Titanium' UDL-30 (inverted) Fasteners: 12 ga. annular ring shank nails having not less than 20 rings per inch, heads not less than 3/8 inch diameter and length sufficient to penetrate through the thickness of deck not less than 3/16-inch with min. 32 ga., 1-5/8" diameter tin caps Spacing: 6-inch o.c. at 4-inch wide side laps and 8-inch o.c. at three (3), equally spaced center rows. Primer: ASTM D41 primer required at all tin -caps. Underlayment: One or two plies, Titanium' PSU 30, self -adhered and back -nailed 6" o.c. with 12 ga. galvanized annular rink shank nails through 32 ga., 1-5/8-inch diameter tin caps in accordance with Owens Corning Roofing and Asphalt, LLC published installation requirements. #6 Maximum Design Pressure = -45 psf*: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Titanium' UDL-30 (printed side up) Fasteners: 12 ga. annular ring shank nails having not less than 20 rings per inch, heads not less than 3/9 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 30 Titanium® UDL-25, TitaniumO UDL-30, Titanium" UDL-50, Titaniums X30 Mechanically attached 180 5.10 Tile Slippage Limitations: When loading roof tiles on the underlayment in direct -deck tile assemblies, the maximum roof slope shall be as follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles. TABLE 4: TILE SLIPPAGE LIMITATIONS FOR DIRECT -DECK TILE INSTALLATIONS Underlayment Tile Profile Staging Method Maximum Slope 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 (5 over 51 5:12 NEMO ETC, LLC Certificote ofAuthorizotion #32455 7T" EDITION (2020) FBC NON-HVHZ EVALUATION Titanium® Roof Underlayments Evaluation Report 111980.11.08-R13 FL11602-R12 Revision 13: 02/12/2021 Page 6 of 8 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 Nigh 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 TitaniumO 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. LLC Evaluation Report 111980.11.08-R13 NEM0 EtGuthotization #32455 7TM EDITION (2020) FBC NON-HVHZ EVALUATION FL11602-R12 �Qte ofAm Titaniu® Roof Underlayments Revision 13: 02/12/2021 certf Page 7 of 8 *NEMO I etc. As required by the Building Official or Authority Having Jurisdiction to properly evaluate the installation of this product. Contact the named QA entity for manufacturing facilities covered by F.A.C. Rule 61G20-3 QA requirements. Refer to Section 4 herein for products and production locations having met codified material standards. 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-R33 Certificate of Authorization #32455 7T" EDITION (2020) FBC NON-HVHZ EVALUATION FL11602-1112 Titanium® Roof Underlayments Revision 13: 02/12/2021 Page 8 of 8