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HomeMy WebLinkAboutPRODUCT APPROVAL ROOFING UNDERLAYMENTS211-112021 Florida Buiiding Code Online Business • # Regulation a w<. 9CI5 Home Log In ; User Registration Hot Topics Submit Surcharge Slats B3. Facts Publications . Ccntact Us BCIS Site Ma Li bor F � nks Search . 7{ _ Product Approval T;` 1ISERf Public user PraduNc Aoprovdl M1Senu > P,-obuct cr Agp€ica:iur CR`ch I pRnllcativn Ust Application Detail FL 4 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/Ema€I Category Subcategory Compliance Method FL11602-R12 Revision 2020 Validated Owens Corning RooFing and Asphalt, LLC One Owens Corning Parkway Toledo, OH 43645 (740)321-6345 Greg. Keele r@owen scorning. corn Keeler Greg Greg. Kee ler@owenscorning,corn Greg {feeler 2790 Columbus Road Granville, OH 43023 (740)321-6345 g reg. keeler@owenscorn ing,com Roofing Underlayments Evaluation Report from a Fionda 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, Fnc. - QA Entity Quality Assurance Contract Expiration bate 12/31/2023 Validated By John VV. Knezevich, PE Validation Checklist - Hardcopy Received Certificate or Independence EL110? R12 CQI 20 1 -QL—Q�LI...NIEMINEhLpffr Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Standard Year ASTMi]1970 2uls ASTM D4533 (tear strength) 2015 ASTM D4798 (wveatherrng) 2011 ASTM D4869 (liquid transmission) 2016 ASTM D5035 (tensi[e) 2011 FRSA/TRI, Sixth Edition 2018 UL1897 2015 https:/1www.floridabuilding.orglprlpr_app_dtl.aspx?Param=wG€VXQwtDgsQFcSK°fa2fTrZeHY87UCe5KMr%2fsMfWgra38thTg8%2byKUYXg%3d%3d 112 2117/2021 Florida Building Code OrAne Sections from the Code Product Approval Method Date Submitted Date Validated Summary of Products FL a 11602.1 Method 1 Option D 02/12/2021 ❑2/14/2021 Model, Number or Name Titanium Rcof Underlayments Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design pressure: -FN/A/-142,5 Other: 1.) The design pressure noted herein pertains to use of a specific underlayment systern beneath tale 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 FL116002 912 II 2021 0J i 2 FIN I r-D TITAhill iN L1 02 12.pdf Verified By; Robert Nieminen PE-59166 Created by Independent Third Party: Yes Evaluation Reports FL116CF2 R12 a W1 J2 12 rINAL ER TITI} It}M FL I16fl2- R12.R Created by Independent Third Party: Yes Contact os :: 2601 Blair Stone Road Tallahassee Ff 99 Phone: 850-487-1824 The State of Florlda is an AA/EED employer. j2pyrjighk 200._. take of >=lorida :: Prime Statement :: Accessit2lity Statement :: Refund Statement Under Ffonda law, email addresses are public records. If you do not want your email address released in response to a public -records request, do not send eiectroric mail to this entity. Instead, contact the afFce by phone ur by traditional mail. If you have any questions, please contact S50. 7.1 *pursuant to Section 455.275(3), rlorid2 Statutes, effective October 1, 2012, licensees licensed finder Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may he used for official communlcatitin 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 emall address which can be made avallable to the public. To determine if yQti are a iicensee under Chapter 455, F.S., please dick here . Product Approval Accepts: uc ® Ra CredZ Card Safe https://www.floridabuilding.orglpr/pr_app_dti,aspx?param=wGEVXQvoDgSQFc5K%2fFrZeHYB7UCe5KNir%2fsMfWgra38thig8%2byKuYXg%3d%3d 212 m Certificate of Autharization #32455 353 Christian Street, Unit #13 Oxford, CT 06478 (203)262-9245 ENGINEER EVALUATE TEST CONSULT OEM WWSEM Owens Corning Roofing and Asphalt, LLC Evaluation Report 111980.11.08-R13 One Owens Corning Parkway FL11602 RI2 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 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 71h Edition (2020) Florida Building Cade 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. CONTINUE© 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 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 (rL#) preceded by the words "NEIVIOjetc_ 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 i.ob site at the request of the Building Official, This Evaluation Report consists of pages 1 through 8. Prepared by: ed d Robert l.M.111ieminen, P.E. A' Florida Registration No. 59166, Fiorida DCA AN£1983 "'°'��•. ThePatsimleseala S'•;-• =r" PPearine was authorized by Robert - +qO' - _._:�=s Nieminen, P.E. on 42/12/2021. This does not serve as an electron' II i CERi3FICg1lpN OF I75lpEpENpENCE: ca y5ign ocjment- 1. NEMO FTC, 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 Nieminer, 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 forthat purpose. ©2018 NEMO ETC, LLC ROOFING COMPONENT EVALUATION: ONEP,noI etc. Product Category: Roofing Sub -Category: Underlayment Compliance Statement: TitaniumO Roof Underlayments, as produced by Owens Corning Roofing and Asphalt, LLC, have demonstrated compliance with the following sections of the 7'h 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 15043.1 Wind resistance UL 2897 2015 1507.1.1, 1507.2.4, 1507.2.9.2 / R905.1.1, Material standard ASTM D1970 2025 R905.2.8.2 1507.1.1.1(2&3, Exception), 1507.1.1.1(5) / Tear strength ASTM D4533 2015 R905.1.1.1(29,3, Exception) R9a5.1,1.1{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(S) / 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 Acceierated Weathering ASTM D4798 2011 Entit�r Examination Reference Date ERD (T5T6049) Various, system tests 135520.06_11 06/15/2011 FRO (TST6049) Wind Uplift 135520Q08.11-1 08/12/2011 ITS (TST1509) FRSA/TRI, partial 3126617C0Q-005 10/31/2007 ITS (TSC1509) ASTM D4869, LWT 101823107COQ-007A 12/09/7014 Owens Corning Product equivalency Declaration 06/18/2018 MEMO (TST6049) FRSA/TRI, tile slippage 4i-OC-19-55UDL-01.A 06/14/2019 PRI(TST5878) ASTM D1970 OCF-341-02-01 09/20/2017 PRI (TST5878) FRSA/TRI, partial CCF-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 DCF-422-02-02 04/03/2018 PRI (TST5878) FRSA/TRI, partial QCF-425-02-01 08/13/2018 PRI(TST5878) UL1897 1379TO02 07/10/2019 PRI {TST5878) ASTM D1623, TAS 103 OCF-SO7-02-01 08/13/2019 PRI(TST5878) UL1897 1378TO117 10/20/2020 PR€(TST5878) ASTM D4533, D4798, D5035 1378TO110 10/15/2020 PRI(TST5878) ASTM D4533, D4798, D5035 1378T0111 10/15/2020 PRI(TST5878) ASTM D4533, D4798, D5035 137ST0112 10/15/2020 PRi(TST5878) ASTM D4533, U4798,U5035 1378TOO59 02/13/2020 PRI(TST5878) ASTM D82S7-20 1378TOO61 01/21/2021 ITS (QUA1673) Quality Control Service Confirmation 12/09/2020 ITS (QUA1673) Quality Control Florida RCIS Current MEMO FTc, LLc Evaluation Report It1980.11.08-R13 Certificate ofAutho4zoNcin #32455 7TH EDITION (2020) FBC NON-HVHZ EVALUATIVN FL11602-Rz2 Titaniumg Roof Underlayments Revision 13: 02/12/2021 Page 2 of 8 Product Material Standard Plant(s) Description 4,1 Titanium6 PSU-30 ASTM D1970 and Dubai, UAE unreinforced polymer modified bitumen material IV FRSAITRI 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 lbs/square 4.2 Titaniumd UDL-25 1507.1.1.1(2&3, Qingdao, China synthetic sheet -type underlayment comprised of Exception), 1507.1.1.1(5) f a woven core coated on one side with a polymer R905.1.1.1(2&3, coating. Unit weight2.5lbs./square Exception)R905.1.1.1(5} 4.3 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 R9o5.1.1.1{2&3, polymer coating. Unit weight 4.0 lbs./square Exception), R905.1.1.1(5) 4.4 Titanium6 UDL-50 1507.1.1.1(2&3, Qingdao, China synthetic sheet -type underlayment comprised of Exception), 1507.1.1.1(5} / a woven core coated on both sides with a R905.1.1.1(2&3, polymer coating. Unit weight 4.7 lbs./square Exception), R905.1.1.1(5) 4.5 Tjtanium" X30 1507.1.1.1(2&3, Qingdao, China synthetic sheet -type underlayment comprised of Exception), 150.7.1.1.1(5) / a non -woven polypropylene top scrim laminated R905.1.1.1{2&3, to a central non -woven polypropylene scrim with Exception), R905.1.1.1(5) polymeric coating on the bottom side. Unit ASTM D8257 weight 5.0 lbs./square. 5.1 This is a building code evaluation. Neither NEMO ETC, LLC nor Robert Nierninen, P.E. are, in any way, the Designer of Record for any project on which thus 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 FOC 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. 5.5 Allowable Roof Covers: TABLE 1: Roos CovER QPT1oNs �FBCSact;on; 1507.2 1507.3 1507.4 & 1507.5 15077 1507.8 & 2507.9 Asphalt Clay and Concrete Tile PUnderlayment iylechanical Adhesive Metal Panels Slate or Slate- Wood Shingles and Shingles Attach Set and Shingles Type Shingles Shakes Titanium PSU-30 YeS Yes Yes Yes (See 5.6.1) Yes Yes (joint strips, 1507.1.13 / R905.1,1.3) Titanium® UDL-25 Yes No I No Yes Yes No MEMO ETC, LLC Evaluation Report 111980.11.08-1113 Certificate 0fAutheriz0tfan #324S5 7- EDITION (2020) FIX N0NU HVH2 EVALUATION FL31602-R12 Titanium® Roof Underlayments Revislon 13: 02/12J2021 Page 3 of 8 NNEmoletc. TABLE 1: ROOF COVER OPTIONS f8t Section: I507.2 I5D7,3 1507.4 & 15Q7.5 1507.7 15tl7.8 & 150� 9 Clay and Concrete Tile Underiaymen# Asphalt Metal Panels Slate or Slate- Wood Shingles and Shin Shingles, Mechanical Adhesive- 8 Attach Set and Shingles Type Shingles Shakes Yes Yes Titanium® UDL-30 Yes (Base5heetin (Rasesheetirn Yes Yes No 2-p�No 2-ply system) Titaniumd�UDL-50 Yes No Yes YssTitanium®Yes IVo Yes Yes No 5.6.1 Adhesive -set is limited to use of following underlayment / tile -adhesive combinations. TABLE IA: ALLOWABLE TILE ADHESIVE / UNDERLAYMENT COMBINATIONS, Underlayrnent Adhesive Florida Product Approval Dupont `Tile Bond' Roof Tile Adhesive" L22525 Titanium" PSU-30 ICP Adhesives and Sealants "Polyset& AH-160" FL6332 ICP Adhesives and Sealants "Polyset' RTA-I" FL6276 5.7 Allowable Substrates TABLE 2: SUBSTRATE OPTIONS FOR ADHERED UNDERLAYMENTS Substrates (designed to meet wind loads for project) Underlaymen# Applis:ation TYpe Primer material(s) beck/ she (optional) ASTM D41 Plywood Titanium" P5U-34 self -adhering None ASTNf D226, Type ll felt Base sheet ASTM D41 TitaniumO UDL-30 None Titanium" UDL-30 (inverted) S.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. 5.3.2 For use under the 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/TRl Florida High Wind Concrete and CfayRoof 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 ar exceed that required under FRSA/TRI Florida Nigh Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition, Appendix A, Table 1A or the critical (highest) design pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3. ' Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for overturning Moment Resistance Performance. NEM© ETC, LLC Evaluation Report 111980.11.08-R13 Cert�flcate of Authorization #31455 7TE' EOITiON �2020) FSC NON-HVH2 EVALUATION Ft11602-1112 Titaniurne Roof Underlayments Revision 13: 02/12/2021 Page 4 of 8 E Mo I etc. #1 Maximum Desi n Pressure = -45 sfi: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: (Optional) ASTM D41 Underlayment: One or two pries Titanium"' PSU-30, self -adhered and back -nailed max, 6" ❑.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 = -14Z.5 sf: 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 Mechanical) -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. Cornmoniy 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 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., 1-5/8" 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 ail 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/g-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: 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 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 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 11198D.11.Q$-R13 Certificate GFAurharkatron #32455 7' EDITION (2020) FBC Ni7N-HVHZ EVALUATION- Fs.zlsa2-aJz TitaniumO Roof Underlayments Revision 13: 02/12/2021 Page 5 of 8 #5 Maximum Design pressure=-45 sf*: *Nwoletc. Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheer Titanium® UDL-30 (inverted) Fasteners: 12 ga. annular ring shank rails having not less than 2C rings per inch, heads not lessthan 3/8 inch diameter and length sufficientto 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 f 3j, equally spaced center rows. Primer: ASTM D41 primer required at all tin -caps. Underlayment- One or two plies, TitaniumO 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 Desi n Pressure = --45 sf*: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Titanium" UDL-30 (printed side upj 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 Tess 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 UMJTATIONS Underlayment Prepared Roof Cover Installation Type Maximum Exposure (days) Titanium" PSU-30 Mechanically attached 180 Adhesive -set the 30 Titanium® UDL--25, Titanium' UDL-30, Titanium" UDL-50, Titanium® X30 Mechanically attached 180 5.10 Tile Slippage Limitations: When loading roof tiles on the underlayment in direct -deck the assemblies, the maximum roof slope shall be as follows. These slope limitations can only be exceeded by using battens during loading ofthe rooftiles. Underlayment Titanium_9 PSU-30 FABLE 4: FILE 5LIPPAGE LimITATIONS FOR DIRECT -DECK TILE INSTALLATIONS Tile profile Staging Method Maximum Slope 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 Max. 10-tile stack 5 over 5 Lugged 1 l 5:12 NEMO ETC, LLC Evaluation Report 11198U.11.08-R13 Certificate of A,ihMmtivn 4324s5 7- EDi-fY ON (2320) FBC NON.HVHZ EVALUATJON FL11602-R12 Titaniumg Roof Underlayments Revision 13: o2/1Z/Z0Z1 Page 6of8 ON EMO I etc. 5-1 Titanium8 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, TitahiumO 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 11905.1.1.1(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 1507.2.1.3 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 I1 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 file staging limitations. 6.5 TitaniumO 2-Ply System: 6.5.1 The Titanium®2-Ply System consists of a base layer of Titanium"I UDL-30 (top -surface primed or sheet inverted) mechanically attached to the wood roof deck followed by Titanium' P5U-30, self -adhered. 65.2 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 tiie staging limitations. NEIVIO ETC, LLC Certificate ofAuthcrfratian #32455 7'" Er11TH3N (2020) F13C NON-HVHZ EVAWATION Evaluation Report 111980U502-R13 r�L1t602-R12 Titanium" Roof Underlayments 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. 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. Intenek Testing Services NA Inc. -- QUA1673; (312) 906-7779; maura.nr�rlantSer interteic.wam - END OF EVALUATION REPORT - NEW ETC, LLC Cert�kure of Authorization x32455 Evaluation Report 111980.11.08-R 13 7T� EDITION (2620) Fri NoIU-lfVNZ EUAEUATtoP! FL11602-R12 T4taniutn& Roof Underlayments Revision 13: 02112/2021 Page 8 of 8