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Home My WebLink AboutAPPROVED 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 hnm 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 FL S I Medelr Number or Name I DeWlptlon 116W.1 ITltanium Roof Underlayments Synth rtic sh,e4,pe roof onderla manta un ib of Use Approved for Use in HVN2: 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 Sell 5.8.3 for details. 2.) Refer to ER Sections 5 and 6 for other omits of Use. R11602 R12 IT 2021 02 12 HNAL ER 7117ANIUM F 60 R33gdf Venfied By: Robert Nieminen PE-59166 Created by Independent Third Party: yes Evaluation Reports FL 16D2 R12 ME 2021 02 11 EIML ER TITANIUM FLI160, 2apdf Created by Independent Third Party: yes corn Ls :: zsm am. smne aged nl n pndde aso-4s>asz4 messte&FI idamanWEEDemplOynQMnt2gQZ2jar �++M�Foitla::prlvxy Wmenc::grxx bgg ::MWne SYa twellunder non" law, ¢ add --are public leaned nyoudo na went yourtman all released In reep^nre to a ona,,woms reyuen, do no[ send elecM1onid melt W ants entity. Inoted, COtWR the onlM by phone Or by tradlnonal mall. If you have any Ouael real mmert 8so.487.13". -Marauder to semen 45 .D7%01 Moral 4eWtes, wI BRober 1,lan'a1E Iwtv IlmnsM under rnu star 45s, Fa must Pmvlda We cepartmem Mtn an dead add —It trey Mve one. The would mv Plded may be ueed for Omtlel mmmunloaon war tod It..—. xoi , emsu addreax: we public record. a, _ do nor Man to supply a Pommel address, please Provide the Department w. an email address wMN Can be made available an the pulde.I determ I- if you are a Ikenax under Create, 453, Is , pleme alas here-, Product MM,vval Rxeps: rT9�1WF-�® Credit Card Safe ENGINEER EVALUATE NEMO j etc. Certificate ofAuthonzation #32455 353 Christian Street, Unit #13 Oxford, CT 06478 TEST CONSULT unwinds morning ICOOTIng and Asphalt, LLC Evaluation Report 111980.11.08-R13 One Owens Corning Parkway FL11602-1112 Toledo, OH 43659 Date of Issuance: 11/03/2008 (740) 321-6345 Revision 13: 02/12/2021 SCOPE: This Evaluation Report is issued under Rule 51G20-3 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: TitanWm'sRoof LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.1.1. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance or production facility location(s) changes, or Code provisions that relate to the product(s) change. Acceptance of our Evaluation Reports by the named client constitutes agreement to notify NEMO ETC, LLC of any changes to the product(s), the 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 "NEMOletc. 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 thejob site at the request of the Building Official. This Evaluation Report consists of pages 1 through 8. Prepared by:is- Robert J.M. Nieminen, P.E. The hulmlbseal Florida Registration No. 59166, Florida DfAANE1983 appearins N21. hisunhorzed '4:'„',;7,:e"' Nieminen,r.eonol nor Robeft This aoes noese.zaaz an ss d—orl. Nectronkallysanea aoron,en, QRTRIGaON 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. N EMO 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 prevlous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 02018 NEMO ETC, LLC ROOFING COMPONENT EVALUATION: NNEIVIOletc. Sub -Category: Underlayment Compliance Statement: T-mmiume 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. rnmem Standard Y"C 1504.3.1 Wind resistance UL1897 2015 1507.1.1, 1507.2.4, 1507.2.9.21 R905.1.1, Material standard ASTM D1970 2015 R905.2.8.2 3507.1.1.1(2&3, Exception), 1507.1.1.1(5) / Tear strength ASTM D4533 2015 R905.1.1.1(2&3, Exception), R%5.1.1.1(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 W869 2016 1507.3.3/ R905.3.3 Material standard FRSA/TRI, Sixth Edition 20M TA5110 3. REFERENCES: Accelerated Weathering ASTM D4798 2011 Endin, Examination Reference Date Ego(TST6049) Various, system tests 135520.06.11 N/15/2011 ERD(TST6049) Wind Uplift 135520.08.11-1 08/12/2011 ITS(TST1509) FRSAJTRL partial 3126617COQ-005 10/31/2007 ITS (TST1509) ASTM D4869, LWT 101923107COQ-007A 12/09/2014 Owens Corning Product equivalency Declaration 06/18/2018 NEMO (TST6049) FRSA/TRl, 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(IRI, partial OCF-343-02-01 11/09/2017 PRI (TST5878) ASTM D4798, D1970 OCF-341-02-01 11/27/2017 PRI (TST5878) TA5117(B); Pull -through OCF-422-02-02 04/03/2018 PRI(TST5878) FRSA/TRl, partial OCF-425-02-01 08/13/2018 PRI TST5878) UU897 1378TO02 07/20/2019 PRI (TST5878) ASTM D3623, TAS 103 OCF-507-02-01 08/13/2019 FRI(TST5878) UL1897 137ST0117 10/20/2020 PRI (TST5878) ASTM D4533, 04798, D5035 1378T0110 10/15/2020 PRI (TST5878) ASTM D4533, D4798, D5035 1378TO111 10/15/2020 PRI (TST5878) ASTM 04533, D4798, D5035 1378TO112 10/15/2020 PRI (TST5878) ASTM D4533, D4798, D5035 1378TOO59 02/13/2020 PRI (TST5878) ASTM D8257-20 1378TOO61 01/21/2021 ITS(QUA3673) Quality Control Service Confirmation 12/09/2020 ITS (QUA1673) Quality Control Florida BCIS Current NEMO ETC, Luc Evaluation Report 111980.11.08-R13 4rtljlmhoJAUMwiwOon #32b5 7" EDITION (2020)FBC NON-14V42 EVALUATION FL11NZR12 Titanium' Roof Underlayments Revision 13: 02/12/2021 Page 2 of 9 4.1 4.2 4.3 4.4 4.5 ONIPMnlatr PRODUCT DESCRIPTION: Product Matadal Standard Plant(s) Description Titanium• PSU-30 ASTM D1970and Dubai, UAE unreinforced polymer modified bitumen matenal 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 2416s/square 71tanium'UDL-25 150].1.1.1(2&3, Qingdao, China synthetic sheet -type underbyment comprised of Exception), 1507.1.1.1(5) / a woven care 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 untlerlayment comprised of Exception), 1507AAA(5) / a woven core coated on both sides with a R905.1.1.1(2&3, polymer coating. Unit weight 4.0 lbs./square Exception), R905.1.1.1(5) Titanium-UDL-50 1507.1.1.1(2&3, Qingdao, Gina synthetic sheet -type untlerlayment comprised of Exception), 1507.1.1.1(5) / a woven care coated on both sides with a R905.1.1.1(28,3, Polymer coating. Unit weight 4.7 lbs./square Exception), R905.1.1.1(5) Titanium-X30 1507.1.1.1(2&3, Qingdao, China rymhat csheet-type underlaymam comprised of Exception), 1507.1.1.1(5)/ anon -woven polypropylene top scrim laminated R905.1.1.1(2&3, to a ccon non -woven Polypropylene shim with Exception), R905.1.1.1(5) polymeric Wating 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 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. SA 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: TABU I: ROOF COVER OPTIONS MCSeetbn: 1507.2 U07.3 1507.4 & 15073 107.7 1507.8&1507.9 Underlayment Asphah Day.ad Calwete The Metal Panels Slate or Slate- Wood Stingier and Metlwnkel Adlw- a Shingles At ad Set and Shloglea Type Shingles SbakM Titanium•PSU-30 yes Yes Yes yes yes es x 5.6.1) 0oinemins,ism.1,s/ R9Uv.1.131 Titanium* UDL-25 Yes No No Yes Yes No NEMO ETC, LLC Evaluation Report 1119M.11.WR13 CettifleareoflunwneatW#M455 7' EDITION 12020) FBC NOWWHZ EVALUATION F111602-1132 TRanlum• goof Underiayments Revision Lk OZIUM21 Page 3 of 8 Nrjr"n1.+' TABU: 1: ROOF CAVEA OPTIONS FBCSeet/on: I507.2 150Z3 ISW.4 1111507 5 1507.7 1507.8A 1507.9 UndedaymeM AePhak clay am concrete "a Metal Panes Slate or Suite- Wood Shingles and Meshankal Ad iai shingles; Attach Sat and shingles type Shingles shakes Yes Yes Titanium•UDL-30 Yes (6ausheetrn (Ba.eshemrn Yes Yes No 2-PN•rstem) 2sh,stem) Titanium• UDL-50 Yes No No yes Yes No Titanium°X30 Ves IN No Yes Yas Na 5.6.1 Adhesive -set is limited to use of following underlayment/ tile -adhesive combinations TABLE 1A: AI1DwABIE TIM ADHESIVE/ 11NDERu1YMeNTCOMBINAITONss Underlsynaunt Adhesi" Florida Product Approval Dupont 'Tile Bond- Roof Tile Adhesive- FL22525 Tdanium•PSU-30 ICP Adhesives and Sealants Volyset•AH-I60. FL6332 ICP Adhesives and Sealants "Pulyset•RTA-1- FL6276 5.7 Allowable Substrates: TABLE 2: SUBS'DuME OPTKK4S FOR ADHERED UNDERLAYMENTS Undeda M yme Application Substrates(deaignad to meet wind loads for project) Type Printer Materiel(,) Titanium• PSU-30 see -adhering Deck/sheathing (Optional) l STM D41 Plywood Base sheet None ASTM D226, Type II felt ASTM D41 Ttanium• UDL-30 None Titani are UDL-30 (invented) 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 1507.1.2 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 Underlayme t systems in Tile RoofApplications; The following wind uplift limitations apply to undedayment 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. 2 Refer m The Manufacturers or Adhesive Manufacture/s Florida ProductApproval for Overturning Moment Resistance Performance NEMO ETC, uD Evaluatbn Report 111960.11.011-R33 Censar gfAuderaannn P324S5 T"EDITION(2010) FBC NOWHVH2 EVALUATION FL11602-031 Ttanium• Roof Undedayments Revision 13:02/12/2021 Page4afa ONEMOJetc. 41 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" 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. 42 Maximum Design Pressure =-1425 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 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 FBCResidential 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 W D1, 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. H3 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 3/36-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 sf-: Deck: Min.15/32-Inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet Ttanium•UDL-30(printed side up) Fasteners: 12 ga. annular ring shank nails having not less than 20 rings per inch, heads not lessthan 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 1119a0.11.08-R33 Cer-fi,gIv ofAudwdea0Pn p32a55 Tr'EDmON(2020)Flat NON-HVHZ EVALUATION FL11602-R22 TNanlum' Roof Underlayment[ Revision 13: 02/12/2021 Page 5 of 8 #5 Maximum Design Pressure =-45 sf•: ONEMO I etc. Deck: Min.15/32-inch plywood to meet project requirementsto satisfaction of Authority Having Jurisdiction. Base Sheet Titanium•UDL-30(invened) Fasteners: 12 ga. annular ring shank nails having not less khan 20 rings per Inch, heads not lessthan 3/g Inch diameter and length sufficient to penetrate through the thickness of deck not less than 3/I6-inch with min. 32 ga., 1-5/8' diameter tin caps Spacing: 6-inch ox. 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. Underayment One or two plies, Titanium' PSU 30, sell 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 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 ringshank nails having not lessthan 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: (-inch o.O.at4-inch wide side laps and 8-inch o.c. at three (3), equally spaced center rows. Primer: A5TM D41 primer required over printed side of UDL-30. UnderlaymeM: 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: E%PpSUR[ LIMITATIONS UnderlaymeM Prepared Roof Cover Imtallatlan Type Maximum Exposure (days) Titanium- PSU-30 Mechanically attached 180 Adhesive -set tile 30 Titanium•UDL-25, Titanium'UDL-30, UDL-SO, Titanium* X30 Mechanically attached IN 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 nU InETA"TmN$ Underlayment Tile Profile Staging Method Maximum Slope Titanium• PSU-30 Flat Max. 10-tile stack 5:12 Flat Max 5-tile stack 612 Lugged Max. 10-tile stack 4.12 Lugged Max. 5-tile stack 5:12 Lugged Max. 30-tile stack f5 over 51 5:12 NEMO ETC, LLC Ihlaleaden Report IIIM.11.M.R13 Cxttft a o)Aarhods B:. x3245 'P' EDITION (3D20)FBC NON-HVHZ EVALUATION FL31601-R32 Txanium' Roof Underlieem. RaNsbn 13:02/22/2021 Pagebofg NEMO I etc. b.1 Titanium• Roof Underlaymeri 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 ThardiUDL-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 manufacturers 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 Titanlum°2-ply System: 6.5.1 The I tanlume 2-Ply System consists of a base layer of Titanlume 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-301n 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. Nemo ETc, LLC Evaluation Report 111980.11.08-R33 CettifievhojAUMPnzallon x32Q55 n EDITION (2020( FIX NON-R ZEVALUATION FL11602-R12 Tandems Roof Underlaymentt Revision 13:02/12/2021 Page 7 of 8 ONEMOIetc. As required by the Building Official or Authority Having Jurisdiction to properly evaluate the installation of this product. wuaaunenamess enuryTor manufacturing facilities covered by F.A.C. Rule 61G20-3 QA requh to Section 4 herein for products and production locations having met codified material standards. Intertek Testing Services NA Inc. END OF EVALUATION REPORT - NEMO ETC, LLC Evaluation ReIIOrt 111910.11.M-M3 CeMrimre oJAufM1Mzmion Y32<ss TTM EDITION(2020) FBC NON-HVHZ EVAWgTION FU1602-R32 Titanium- Roof Underlavmenb Revision 13: M/12/2021 Page a of 6