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HomeMy WebLinkAboutAPPROVED OC TITANIUM ver2020Business & Professional Regulation BCIS Home LOU In User Registration Ho[ 7ppiu t SuLmR Surcharge Stets !# Facts Pu6licatlans Contact Us BCIS Sim Ma i b � p Links ' Search 1 Product Approval USER; Public User Er4tl BRRrov 1� Menu > Produc[gr Appllca iQn Sear[h ARP -Ma lan Lls > Application Detail FL # FL11602-iR12 Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer Owens Coming Roofing and Asphalt, LLC Address/Phone/Email One Owens Coming Parkway Toledo, OH 43645 (740) 321-6345 Greg, Kee le r@ o we nsco rn ing. corn Authorized Signature Keeler Greg Greg. KeeIer@owenscom1ng.com Technical Representative Greg Keeler Address/Phone/Email 2790 Columbus Road Granville, OH 43023 (740)321-6345 g reg. keeler@owenscorning.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 - Hardcapy 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 B12 COI 2QZ1 01cOI NIEMINEN.pg Referenced Standard and Year (of Standard) Styagard 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 Sections from the Code Product Approval Method Method 1 Option ❑ Date Submitted 02/12/2021 Date Validated 02/14/2021 Date Pending FBC Approval 02/23/2021 Date Approved 04/13/2021 Summary of Products FL # Modelr Number or Name Description 11602.1 Titanium Roof Underlayments Synthetic sheet -type 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. Installation Instructions FL11602 R12 II 2021 02 12„FINAL ER TITANIUM FLi1602- R12.12df Verified By: Robert Nieminen PE-59166 Created by independent Third Party: Yes Evaluation Reports 2 1 ITANIUM F1.11602- R,apr f Created by Independent Third Party: Yes 8 ask Next MOUI!gt Us :: 2601 Dlalr Stone RoadTallahas ee EL 32399 Phone: 850-4 7.1824 The state of Florida is an AA/EEO employer. Cg ri 7-2 f Flori :: PHVacy2Latement ;; Accessitilijx alaternent n s UbLaft 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 questlons, please contact 850.487.3.395, -Pursuant to Sectlan 455.275{i), Florida statutes, effective October 1, 2012, ilcensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls 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 Appro"I Aompts: ®0:1 FLOAM i Credit Cart Safe NEMO I etc. fA46 Certificate of Authorization #32455 353 Christian Street, Unit #13 Oxford, CT 06478 (203)262-9245 ENGINEER EVALUATE TEST CONSULT REPORTEVALUATION Owens Corning Roofing and Asphalt, LLC Evaluation Report 111980.11.08-R13 One Owens Corning Parkway FL11602-R12 Toledo, OH 43659 (740j 321-6345 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: Titan€um" Roof Underlayments LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.1.1. CONTINUE© COMPLIANCE: This Evaluation Report is valid until such time as the named products} changes, the referenced Quality Assurance or production facility location(s) changes, or Code provisions that relate to the productjsj change. Acceptance of our Evaluation Reports by the named client constitutes agreement to notify MEMO ETC, LLC of any changes to the product(s), the Quality Assurance or the production facility Iocation(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 "NEM01 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 prov'Ided 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: Robertl.M. Nieminen, P.E. Florida Registration No, 59166, Florida DCA ANE1983 ;..k The facsimile seal appea ringwas authorized by Robert ` Nieminen. P.E. on 02/12/2021. This does not serve as an electronically signed document, CERTMr-A-nO4OF INDEPENDENCE: I. 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 NEW ETC, LLC nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project an 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 ROOFING COMPONENT EVALUATION: ONEMOletc. Product Category: Roofing Sub -Category: Underlayment Compliance Statement: Titaniumd' 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. 2. STANDARDS: Section Property Standard yeff 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), 1S07. 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), R905.1A.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 REFERENCES. - Entity Examination Reference Date ERD (TST6049) Various, system tests 135520.06.11 06/15/2011 ERR (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-19-55UDL-01.A 06/14/2019 PRI (TST5878) ASTM D1970 ❑CF-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 ❑CF-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) UL1997 1378TO117 10/20/2020 PRI(T5TS878) ASTM D4533,D4798,D5035 1379TO110 10/15/2020 PRI (TST5878) ASTM D4533,D4798,D5035 137ST0111 10/15/2020 PRI (TST5878) ASTM D4533,D4798,D5035 1378TO112 10/15/202D PRI (TST5878) ASTM D4533,D4798,D5035 137ST0059 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 NEIVIO ETC, LLC Evaluation Report 111980.11.08-R13 CerrificateafAuthorization #32455 774 EDITION (2020) FBC NON-HVHI EVALUATION FL12602-1112 Titanium* Roof Underlayments Revision 13:02/12/2021 Page 2 of 9 4.1 Product Titanium* P5U-30 4.2 Titanium® UDL-25 Material Standard f Plant(s) ASTM D1970 and FRSA/TRi 09-18 1507.1.1.1(2&3, Exception), 1507.1.1,IN/ R905.1.1.1(2&3, Exception), R905.1.1.1(5) ONEMOletc. Description Dubai, UAE unreinforced polymer modified bitumen material 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 Qingdao, China synthetic sheet -type underlayment comprised of a woven core coated on one side with a polymer coating. Unit weight 2.5 Ibs./square 4.3 Titanium® UDL-30 1507.1.1.1(2&3, Qngdao, China sy nt h eti c s h e et -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 lbs./squa re Exception), R905.1.1.1(5) 4.4 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) 4.5 Titanium* X30 1507.1.1.1(20, Qingdao, China synthetic sheet -type underlayment comprised of Exception), 1507.1.1.1(5) / a non -woven polypropylene tap scrim laminated 11905.1.1.1(20, 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 1 bs./s qua re. 5.1 This is a building code evaluation. Neither NEMC+ 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 FBCSeetion. 1507.2 1507.3 1507.4 & 1307.5 1507.7 1507.8 & 1507.9 Clay and Concrete Tile Underla meet Asphalt Metal Panels Slate or Slate- Wood Shingles and y Shingles Meehan€cal Adhesive- and shingles Type Shingles Shakes Attach Set Yes Titanium* P5U-30 Yes Yes Yes (See 5,61) Yes Yes Owntstrips, 1507.1.1.3� �No .3j Titanium UDL-25 Yes No No Yes Yes MEMO ETC, LLC Evaluation Report 111980.11.08-R13 Certificate ofAuthoriraeton #32455 7r" EDITION (2020) FBC NON-HVH2 EVALUATION FL11602-R12 Titanium' Roof U n derlayments Revision 23.02112/2021 Page 3 of 8 ONEMOjetc. TABLE 1: ROOF COVER OPTIONS FBCSection: 1507.2 1507.3 1507.4 A 1507.5 1507.7 l.So7.g & 1507.9 Clay and Concrete The Underlayment Asphalt Mechanical Adhesive Metal Panels Slate or Slate- Wood Shingles and Shingles and Shingles Type Shingles Shakes Attach Set Yes Yes Titanium UDL-30 Yes (Base sheet in (aasesheet 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 UNDERIAYMENT COMBINATIONS) Underlayment Adhesive Florida Product Approval Dupont "Tile Bond— 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: sue5TRATE 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 N0N-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 Underla ment Systems in Tile Roof Applications: The following wind uplift limitations apply to underlayment systems that are not prescriptive in the FRSA/TRI Florida Nigh Wind Concrete and ClayRoaf 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/TRl 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. I Refer to fife Manufacturer's or Adhesive Manufacturer's Florida Pro duct Approval far Overturning Moment Resistance Performance MEMO ETC, LLC Evaluation Report 111980.11.08-R13 Certificate of Authorization #32455 7T" EDITION (2020) FBC NON-HVH2 EVALUATION FL11602-1112 Titanium' Roof underlayments Revision 13. 02/12J2021 Page 4 of 9 #1 Maximum Desi n Pressure = -45 sf: ONEMOletc. 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, seif-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 sf: Deck: Min. 15/32-1nch 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 shaft 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 ANS1/SPRl 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 nsf*: 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., 1-5/9" 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 041 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 osf*: Deck: Min. 15/32-inch plywood to meet project req u i re me nits to satisfaction of Authority HavingJurisdiction. 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., 1-5/84nch diameter tin caps in accordance with Owens Corning Roofing and Asphalt, LLC published installation requirements. NEMO ETC, LLC Evaluation Report 111980.11.0&R13 Certificate afAuthorization #32455 7` EDITION (2020) F8C NON-HVHZ EVALUATION FL11602-R12 Titanium' Roof U nderlaym ents Revision 13:02/1Z/2021 Page 5of8 #5 Maximum Design Pressure = -45 sf*: ONEN401etc. 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 ❑.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" G.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 sf*: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority HavingJurisdiction, 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 LIMrrATIONS Underlaymert Prepared Roof Cover Instaliatlon Type Maximum Exposure Rdays] Titanium® PSU-30 Mechanically attached 180 Adhesive -set ti le 30 Titanium" UDL-25, Titanium" UDL-30, Titanium® UDL-50, Tltanium" X30 Mechanically attached 180 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 LLMITATiONS FOR Mmcr-DECK TILE INSTALLATIONS Underlayment Titanium® PSU-30 Tile Profile Flat Staging Method Max. 10-tile stack Maximum Slope 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 5) 5:12 rL NEMO ETC, LLC Evaluation Report 111980.11.08-R13 Cem"frcateofAuthorization #32455 77" EDITION (2020) F13C NON-HVH2 EVALUATION FL11602-R12 Titanium' Roof Underlayments Revision 13:02/12/2021 Page 6 of S ONEMOJetc. 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, TitaniumO 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) mechanicaily attached to the wood roof deck followed by Titanium" PSU-30, self -adhered. 6.5.2 Non -Tile A lications: Install Titanium® UDL-30 (top surface primed or sheet inverted) in accordance with Section 6.3 followed by Titanium" P5U-30 in accordance with Section 6.4. 6.5.3 Tile Applications: Refer to Section 5.8.3 far attachment limitations. Refer to Table 4 for tile staging limitations. NEMO ETC, LLC Evaluation Report 111980.11.08-R13 Certificate of Authoriration#32455 7TH EDITION (2020) FBC NON-HVHZ EVALUATION FL1102-1112 Titanlum• Roof Underlayments Revision 13. 02/12/2021 Page 7 of 8 ONEMOjetc. As required by the Building Official or Authority slaving Jurisdiction to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: I 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. 9. QUALITY AssuRANcE ENTITY: Intertek Testing Services NA Inc. — QUA1673; (312) 906-7779; ma ura. norla nderg intertek.com - END OF EVALUATION REPORT - NEMO ETC, LLC CerdfwTe ofAuthorizotion#32455 7- EDITION 12020) F B C NON-HVHZ EVALUATION Titanium* Roof U n derlayme nts Evaluation Report 111480.11.08-R13 EL11602-R12 Revision 13.02/12/2021 Page 8 of 8