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Home My WebLink AboutAPPROVED,2021PSU#30UnderlaymentMetal2/2312021 Florida Building Code Online h. i S Professional r Regulation , s SCIS Home I Log to I User Registration i Hot Topics l Submit Surcharge Stets Facts 's Publications Contact Us SCIS Site Map Links Search ba Product Approval USRR: Public User P oduct _P—val Menu a Product or Apishcation Search n Appiicafpon,Ls_t> Application Detail FL #r< Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL11602-R11 Revision 2020 Approved Owens Corning Roofing and Asphalt, LLC One Owens Corning Parkway Toledo, OH 43645 (740) 321-6345 Greg .Keeler@owenscorn i ng.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 Nleminen 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 RIJ COI 2020 01 COI NIEMINNEN f 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 05035 (tensile) 2011 FRSA/TRI, Sixth Edition 2018 UL 1897 2015 Equivalence of Product standards Certified By https-//www,fiodctabuilding.ortg/pr/pr app_dtl.aspx?param=wGEVXQwtDgsQFc5K/o2fTr,ZeHYB7UCe5KMr%2fsMfWgra38uK4i8vXGoCQQ°io3d%3d 1/2 2/23/2021 Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Method I Option D 12/16/2020 12/1.7/2020 12/26/2020 02/09/2021 02/12/2021 Sumi Products FL # i Model, Number or Name Description 11602,1 Titanium Roof Underiayments Synthetic sheet type roof underiayments Limits of Use Installation Instructions Approved for use in HVHZ; No FL11602 R11 II 2020 12 16 FINAL ER TITANIUM FL11602- Approved for use outside HVHR; Yes f lLpdf. Impact Resistant; N/A Verified By: Robert Niemnen 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 the roof systems. E FI ? 1602 R11 AE 2020 12 16 FINAL ER TITANIUM FL11602- i P11j2df Created by Independent Third Party: Yes Refer to ER Section 5.8.3 for details, 2.) Refer to ER Sections 15 6 for Use. and other Limits of Contact U§ :: 2601 Blairs4tone Road, allahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer, Copy�ht 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 mall. 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 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.B., please click here , Product Approval Accepts; Credit Card SOfe https:llwww.floddabuilding.orglprlpr app dti.aspx?param=wGEVXQwtDgsQFc5K%2fTrZeHYB7UCe5KMr%2fsMfVVgra38uK4l8vXGoCQQ%$d%3d 2/2 FM\ E M 0 etc. Certificate of Authorization #32455 353 Christian Street, Unit #13 Oxford, CT 06478 (203) 262-9245 ENGINEER EVALUATE TEsT CONSULT Owens Corning Roofing and Asphalt, LLC Evaluation Report 111980.11.08-RI2 One Owens Corning Parkway FU1602-RII Toledo, OH 43659 Date of Issuance, 11/03/2008 (740) 321-6345 Revision 12: 12/16/2020 SCOPE, This Evaluation Report is issued under Rule 6IG20-3 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 71h Edition (2020) Florida Building Code sections noted herein. DESCRIPTION: Thanlurn" Roof Underlayrne nits . .'. I 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 locationts) 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), NEW 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. WpEcTiow 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 I through 8. Prepared by: Robert J.M. Nieminen, P.E. The facsimile seal appearing was authorized by Robert Florida Registration No. 5_166, Florida DCA ANE2983 f! Nieminen, P.E. on 12/1612DZO. This does notserve as an electronically signed document. CORTWICATION QF INDEPENDSKIE' 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, NEW 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 MEMO 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 MEMO ETC, LLC ROOFING COMPONENT EVALUIA.TbOiy: Aw- Product Category: Roofing Sub -Category: Underlayment Compliance Statement; Tltanlumw Roof Underlayments, as produced by Owens Corning Roofing and Asphalt, LEC, have demonstrated compliance with the following sections of the 71h Edition (2020) Florida Building Code through testing in accordance with applicable sections the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use setforth herein. Section 15043,1 1507AA, 1507Z4,1507.2,9.2 / R905.1,1, Exception), 1507AA-1(5) R90S,1J.1(2&3, Exception), R905,1.1,1(5) 1507JJ.1(2&3, Exception), 1507, 1.1.1(5) R905.1.1,1(2&3, Exception), 1507AAA(S) / R905.1.11(5) 15073.3 1 R905.3.3 TAS 110 Progerty Wind resistance Material standard Tear strength Tensile strength Liquid water transmission material standard Accelerated Weathering Standard Year UL 1897 2015 ASTM D1E170 201.E ASTM D4533 2015 ASTM 05035 2011 ASTM D4869 2016 FRSAITRI, Sixth Edition 2028 ASTM D4798 2011 Entity Examination Reference Date ERD (TST6049) Various, system tests 135520,06.11 06/15/2011 ERD (TST6049) Wind Uplift 135520.08111-1 08/1212011 ERD (TST6049) FRSA/TRI, the slippage 4j-OC-19-SSUDI.-01A 06/14/2019 ITS (TSTI$09) FRSA/TRI, partial 3126617C0Q-005 10/31/2007 ITS (TST1509) ASTM D4869, LWT 101823107COQ-007A 12/09/2014 Owens Corning Product equivalency Declaration 06/18/2018 FRI (TSTS878) ASTM D1970 OCF-341-02-01 09/20/2017 PRI (TST5879) FRSA/TRI, partial OCF-343-02-01 11/09/2017 FRI (TSTS878) ASTM 04798,DI970 CCF-341-02-01 11/27/2017 PRI (TSTS878) TAS 117(8); Pull -through OCF-422-02-02 04/03/2018 PRI (T5T5878) FRSA/TRI, partial GCF-425-02-01 08/13/2018 PRI (FsT5576) UUO17 1�70TQQZ 07,120/ZQ19 PRI (T5T5878) ASTM D1623, TAS 203 QCF-507-02-01 0811312019 PRI (TSTS878) UL1897 1378T0117 10/20/2020 PRI (TS75878) ASTM D4533, D4798, D5035 137ST0110 10/15/2020 PRI (TSTS878) ASTM 04533, D4798,05035 137ST0111 10/15/2020 PRI (TST5878) ASTM D4533,04798, D5,035 1378T0112 10/15/2020 ITS (QUA1673) Quality Control Service Confirmation 12/0912020 ITS (QUA1673) Quality Control Florida 13CIS Current btscrufti6 Material Standard P4 Description -Ittanium'm PSU-30 ASTM D1970 and Dubai, UAE unreinforced polymer modified biturnen material FRSA/TRI 09-18 Brentwood, NH adhered to the underside of a polymer -coated, synthetic woven sheet. The underside is backed with a release film. Unit weight 241bs/square NEW uc, LLC Evaluation Report 111980.12.08-R12 Cort[ficcte ofAuthorizotiQn #32455 7- EDITION (2020) FBC NON-14VHZ EVALUATION FL11602-RII Titanium Roof UnderlaYments Revision 12' 12/1612020 Page 2 of a 4.2 4.3 4.4 ONEMOJetc. Product Material Standard Plant($) Description TitanIQm;,6 DL-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 R905.1,1.2(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 underlaytyient 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./square Exception), R905,1,1,1(5) TilanfurnIhI UQL-50 1507.11.1(2W, 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) 51 This is a building code evaluation, Neither NEIVID 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). 53 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 2505 for requirements and limitations regarding roof assembly fire classification. Refer to F8C 2603 for requirements and limitations concerning the use of foam plastic insulation. 5.5 TitaniurW" 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 Roo f Covers. TABLE 1: Roor, Covot OpTioNs 1507.4 & 1507.5 Isozy 15OZO & 150T9 Asphalt clay and concrete -nle Metal Panels Slate or Slate- Wood Shingles and Mechanicat Adhesive - Underlayment Shingles Shingles and Shingles Type Shingles Shakes Set Yes Yes : Ti—,taniurn �Psu_ Yes Yes Yes (D Yes (Joint5trips, 1507.1.1.3 (See5k.l) a90s'1.1.3) Titanium UDL-25 Yes No No Yes Yes No Yes Yes Titanium UDL-30 Yes (Base Sheet in (Base Sheet in Yes Yes No 2-ply system) 2-piv system) Titanium UDL-50 Yes Nca No Yes Yes No NEMO ETC, LLC Evaluation Report 111980.11.08-R12 Certificate ofAuthorization #32453 7T" EDITION (2020) r8C MON-WH2 EVALUATION F1.126024111 Titanium. Roof Underlaymeras Revision 12: 12/16/2020 Page 3 of 8 �NNEMOJ etc. 5.6.1 Adhesive -set is limited to use of following underlayment /tile -adhesive combinations. Ti iim IA: ALLOWABLE TILE ADHESIVE / UNDERLAYMENTCDIVISMATIONS' Underlayment Adhesive Florida Product Approval Titanlunt P.5U-30 Dupont "Tile Bond" Roof Tile Adhesive FL22525 ICR Adhesives and Sealants "PolysetO AH-160" FL6332 JCP Adhesives and Sealants "Polyset" RTA-1" FL6276 5.7 Allowable Substrates: TAaLE Z* SuRsTRATE OPTIONS FOR ADHERED UNIDERLAYMENTS Underlayment Application Substrates (designed to meet wind loads for project) Type Primer material($) Titanium PSU-30 self -adhering Beck/sheathing (Optional) ASTM D41 Plywood Base sheet None ASTM D226, Type it felt ASTM D41 I None Titanium UDL-aO Titanium UDL-30 (inverted) 5.8 Attachment Urnitations; 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 FSC 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, 5,83 Wind Resistance for Underiftment Wtems in Tile Roof Applications. The following wind uplift limitations apply to underlayment systems that are not prescriptive in the FRSA/TRI Fforida High Wind Concrete and Clay Roof Tile Installation Manuel, 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 tinder FRSA/TRI Florida 14igh Wind Concrete and Clay Roof 7-Ye installation Manual. Sixth Edition, Appendix A, Table 1A or the critical (highest) design pressure determined in accordance with F8C 1609 or FOC Residential Chapter 3. #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 backnallecl 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. 3 Refer to T7/e Manufacturer's orAdhesiveManufacturer's Florida ProductApproval for Overturning Moment Resistance Performance. WENM ETC, LLC Evaluation Report 111980.11.08-R12 Certificate ofAutborlzatian M455 7''i EDITION (20201 W NON-HVIRZ EVALUATION FL11602-R11 Titanium Roof Underlavments Revision 12,,1211612020 Page 4 of a *NEMO I etc. #2 Maximgm Design Pressure = -1415 Deck: Min. 15132-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 I design pressure determined in accordance with FBC 1609 or FBC Resideritial 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 WDI, 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 = -30ggt- 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 3116-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. ASTMI 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. 15/32-inch plywood to meet project requirements to satisfaction of Authority Waving 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 041 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, L11C Evaluation Report 111980.11.08-RI2 Certificate OfALithori2ation #32455 7- CDITION 12020) FRC NON-HV142 EVALUATION 1:1.11602-R23, Titanium Roof UnderlaVments Revision 12.,, 12116/2020 Page 5 of 9 5.9 �NNEMOJetc. #5 Maximum Design_ Pressure = -45 p_sf*, 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 318 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" ox. 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. #6 Maximum Design Pressure = -45 psf : Deck; Min. 15/37-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 3/1-6-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. Exposure Limitations; TABLE 3: EXPOSURE LIMITATIONS Underlayment Prepared Roof Cover Installation Type Maximum Exposure (days) Titanium PSU-30 iviechanically attached 180 Adhesive -set tile 30 Titanium UDL-25,fltanium UDL-30, Titanium UDL-50 Mechanically attached 180 NEIVIO ETC, U.0 Evaluation Report 111990,11.08-RI2 Cerdfl'rate afAuthorkadon #32455 7TH EDITION (2020) FZC NON-KV142 EVALUATION 1U160Z-R11 Titanium Roof Underlayments Revision 12,.12/16/2020 Page 6 of 8 C f4)NEMO I etc. 5.10 Tile Slipgage 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. TAsm 4: TILE SLIPPAGE LIMITATIONS FOR DIRECT -DECK Tile NsmWiows 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 —10-tile stack (5 over 5) ---------- �; 5.12 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), 5-3 Titanium" UD-L-25, Titanium UDL-30 or Titanium UDL-50. 63A Shall be installed in compliance with requirements for a synthetic underlayment in FSC 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 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 rap nails shall be as set forth in FBC 1507.1.1.1 or I507.1A.3 or FBC Residential R905.1.1.1 or R905.1.1.3. 6A Titanium"' PSU-30- 6,4A Non -Tile 612plicitions, 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 FDC 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 11 felt, the felt shall be fastened in accordance with FBC 1507.1.1 or R905.1.1. MEMO ETC, I i Evaluation Report 121980AI.03-1112 C Certificate afAuthorization #32455 7"EDITION (2K,01 FBC N!ON-HVHZ EVALUAT ION FL1160M11 Titanium Roof Underlayments Revision M 12/16/2020 Page 7 of 8 *NEmo I etc. 6,41 Tile AoDlications, 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 the staging limitations. 6.S Titanium 2-Ply Syste= 6.5A 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. 6,53 Tile Applications: Refer to Section 5.8.3 for attachment limitations. Refer to Table 4 for the staging limitations. 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 6IG20-3 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; - END OF EVALUATION REPORT - NM10 ETC, LLC Evaluation Report 111980.11.08-1112 Certificote OfAUthorl2&ion #32455 7" EDITION J2020) F8C NON-RVHZ EVALUATION F L11 11 a, a 2 - R I I Titanlum Roof Underlayments Revision 12:12/16/2020 Page 8 of a