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HomeMy WebLinkAboutProduct Approval - UnderlaymentI IUIIUCI riyy '4,;�.' Product Approval USER: WOlic User ry) Product PproVal Menu > Product or Application Search > Aypiication List> Application Detail N. ,'v v "qR.: f�r �5 Ai I `,� FL # FL11602-R10 pd"v�".wf�us Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Owens Coming Roofing and Asphalt, LLC One Owens Corning Parkway Toledo, OH 43645 (740)321-6345 Greg. Keeler@owenscoming.cem Keeler Greg Greg.Keeler@owenscoming.com Greg Keeler 2790 Columbus Road Granville, OH 43023 (740)321-6345 gmg.keeler@owenscoming.com Roofing Underiayments Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer I� . Evaluation Report - Hardoopy Receivga 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 12/31/2020 Validated By John W. KnezeAch, PE + Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) FL11602 Rln COI 201g 01 COI NIEMINEN pdf Standard ASTM D1970 ASTM D226 (physicals) ASTM D4798 FRSA/TRI April 2012 TAS 117(B) UL1897 Year 2015 2009 2011 2012 1995 2012 Equivalence or Product Standards Certified By hthls:/A w finridahuildinn.nm/nr/nr ann 2/18/2020 Sections from the Code Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summaryof Products I � Method 1 Option D 10/17/2019 10/17/2019 10/20/2019 12/10/2019 FL # Model, Number or Name Description 11502.1 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/-45 Other: 1.) The design pressure noted herein pertains to use -of a specific underlayment system beneath foam -on tile sytsems. Refer to ER Section 5.6.3 for details. 2.) Refer to ER Sections 5 Installation Instructions FL11602 R10 11 2019 10 FINAL ER FL11602-RSO pf Verified By: Robert Nieminen PE-59166 Created by Independent Third Party: Yes Evaluation Reports FL11602 RIO AE 2019 10 FINAL ER 1602-R10 pdf Created by Independent Third Party: Yes and 6 for other Umits of Use. each next Qnmct Us:: 2§9- kir Stone Road, Tallahassee FL 32399 Phone: 850-087-1824 The State of Flonde is an WIM0 employer. _['_novriaM 20n7-2013 State of Fbnda.:: privacy Statement :: AccessibiliN 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 mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(l), Florida Statutes, effective October 1, 2012, licensees licensed under chapter 455, FS, must provide the Department with an email address if they have one. The emaik provided may be used for of8dal communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Oeparbnent 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 dick here . Product Approval Accepts: MM ® eCtart Credit Card Safe httpsJ/www.floiidabuilding.org/prfpr_app dtl.aspX?oaram=wGEVXQhivtpDsOFKKM 9tTr7auvra�llr 41CLd.p/_Ofcr.ann/...+ao..n...�c�_nmin ..� _� ENGINEER EVALUATE NEMO I etc. Certificate of Authorization #32455 313 Christian Street, Unit #13 Oxford, CT 06478 (203)262-9245 TEST CONSULT CERTIFY Owens Corning Roofing and Asphalt, LLC Evaluation Report 111580.11.08-R11 One Owens Coming Parkway FL11602-R10 Toledo, OH 43659 Date of Issuance:11/03/2008 (740) 321-6345 evision 11: 10/17/2019 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 ofthe product underthe Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 6"t Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: Titaniumn" Roof Underlayments LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the 'referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. of any changes to the product(s), the Quality Assurance or the production facility location(s). NEW ETC, LLC requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADvERTISEMENT: The Evaluation Report number preceded by the words "NEMOI etc. Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through S. Prepared by: Robert J.M. NIemIDF.O, P.E. rX- The facsimile seal appearing was authorized by Robert Florida Registration No. 59166, Florida DCA ANE1983 s,: v;;..:rjPNieminen,P.E on 10/17h019. This doers notseve as an electronically signed comment C�Ri1FlfAi10N OF INDEPENDENCE: 1. NEMO ETC, LLC does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. NEMO ETC, LLC is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither NEMO ETC, LLC nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. ©2018 NEMO ETC, LLC 04NEm'� O I etc. ROOFING COMPONENT EVALUATION: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: Titanium'' Roof Underlayments, as produced by Owens Corning Roofing and Asphalt, LLC, have demonstrated compliance with the intent of the following sections of the 6"' Edition (2017) 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 1504.3.1 1507.1.1, R905.1.1 Exception 1507.1.1, R905.1.1 Exception 1507.1.1, T1507.1.1,1507.2.9.2 1507.3.3 TAS 110 TAS 110 Entity ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD M6049) ITS (TST1509) ITS(TST1509) ITS(TST1509) ITS (TST1509) ERD (TST6049) Owens Corning PRI 01T5878) PRI (TST5878) PRI (TST5878) PRI (TST5878) PRI(TSTS878) PRI(TST5878) PRI (TST5878) PRI(TSTS878) PRI (TST5878) PRI(TST5878) PRI (TST5878) PRI OY 5878) PRI(T5T5878) ITS (QUA1673) ITS (QUA1673) Wind Uplift Unrolling, Breaking Strength, Pliability Tear Strength Physical Properties Physical Properties Accelerated Weathering Pull -through resistance Physical Properties Physical Properties ASTM D226 Wind Uplift ASTM D226 ASTM D226 Physical Properties ASTM D226 Physical Properties (NH) Product equivalency ASTM D1970 ASTM D1970; Tear strength ASTM D1970; Tear strength ASTM D1970; Tear strength FRSA/TRI April 2012 (04-12), partial ASTM D4798 TAS 117(g); Pull -through FRSA/TRI April 2012 (04-12), partial ASTM D226 ASTM D4798 ASTM 0226/ASTM D4798 ASTM D226 ASTM D4798 UL1897 Tensile adhesion Quality Control Quality Control ,Standard - year UL1897 2012 ASTM D226 2009 ASTM D1970 2015 ASTM D1970 2015 FRSA/TRI April 2022 (I .4-12) 2012 ASTM D4798 2011 TA5117(B) 1995 115010.04.09 115010.05.10 135520.06.11 138010.08.11 135520.08.11-1 311801000Q-003 3130639COQ-002A 3126617COQ-005 101823107COQ7011 4j-OC-19-SSUDL-0IA Declaration OCF-341-02-01 OCF-331-02-02 OCF-332-02-02 OCF-334-02-02 OCF-343-02-01 OCF-341-02-01 OCF-422-02-02 OCF-425-02-01 OCF-331-02-01 R1 OCr-332-02-01 R1 OCF-334-02-01 Rl 1378TO02 OCF-507-02-01 ITS Listings Service Confirmation Date 1 1 04/29/2009 05/14/2010 06/15/2011 08/11/2011 08/12/2011 04/26/2007 08/21/2907 10/31/2007 01/23/2015 06/14/2019 06/18/2018 09/20/2017 10/03/2017 10/03/2017 10/03/2017 11/09/2017 11/27/2017 04/03/2018 08/13/2018 05/07/2019 05/07/2019 05/07/2019 07/10/2019 08/13/2019 Current 09/30/12017 NEMO ETC, LLC Evaluation Report 11198011.06-R31 Certificate of Authorization#32455 0 EDITION (2017) FBC NON-HVHZ EVALUATION FL11602-R30 Titanium Roof Underlayments Revision 11: 10/17/2019 Page 2 of 8 NNEIMO i etc. Product Specification Plants Description 4.1 TitaniumTM PSU-30 ASTM D1970 Dubai, UAE & unreinforced polymer modified bitumen material adhered and FRSA/TRI Brentwood, NH to the underside of a polymer -coated, synthetic woven' April 2012 sheet. The underside is backed with a release film. Unit weight 24lbs/square 4.2 Titanium"' UDL-25 FBC 1507.1.1 Qingdao, China synthetic sheet -type underlayment comprised of a woven & R905.1.1 core coated on one side with a polymer coating. Unit (Exception) weight 2.5 lbs./square ` 4.3 Titanium"" UDL-30 FBC 1507.1.1 Mission, BC, synthetic sheet -type underlayment comprised of a woven & R905.1.1 Canada & core coated on both sides with a polymer coating. Unit (Exception) Qingdao, China weight 4.0 lbs./square 4.4 TitaniumTM UDL-50 FBC 1507.1.1 Mission, BC, synthetic sheet -type underlayment comprised of a woven & R905.1.1 Canada & core coated on both sides with a polymer coating. Unit (Exception) Qingdao, China weight 4.7 lbs./square f • e 5.1 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 on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. I 5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions. 5.3 Fire Classification is not part of this report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 TitaniumTM 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 maybe 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: ROOF COVER OPTIONS Asphalt Wood Shakes Underlayment Shingles Nail -On Tile Foam -On Tile Metal & fhfngles Slate Titanium PSU-30 Yes Yes yes Yes Yes Yes (See 5.5.1) Titanium UDL-25 Yes No No Yes Yes Yes Yes Yes Titanium UDL-30 Yes (aaze shee 1.2-pry iease5hsetin2yly Yes Yes I Yes system) system) Titanium UDL-50 Yes No No Yes Yes Yes NEMO ETC, LLC Evaluation Report IM80.11.08-R31 Cerdfimte ofAvrhorimtion N32455 6'H EDITION (20171 FBC NON-HVHZ EVALUATION FL11602-R10 Titanium Roof Underlayments Revision 11: 10/17/2019 Page 3 of 8 i O � etc. 5.5.1 "Foam -On Tile" is limited to use of following Approved file adhesives / underlayment coll�NEMbinations. 5.6 5.6.1 TABLE SA: ALLOWABLE TILE ADHESIVE / UNDERLAYMENT COMBINATLON51 Underlayment Adhesive Florida Product Approval Titanium PSU-30 OUPONTTile Bond'" FL22525 ICP Adhesives Polyset* AH-160 FL6332 ICP Adhesives Polyset° RTA-1 FL6276 Allowable Substrates (for self -adhering): TABLE 2: SUBSTRATE OPTIONs Underlayment Primer Substrates Titanium PSU-30 (Optional) ASTM D41 plywood None ASTM D226 felt ASTM D41 Titanium UDL-30 None Titanium U L-30 (inverted) #1 Wind Resistance for Underlayment Systems in Foam -On Tile Applications: FRSA/TRI Aril 2012 (04-12) does not address wind uplift resistance of all underlayment systems beneath foam -on tile systems, where the underlayment forms part of the load -path. The following wind uplift limitations apply to underlayment systems that are not addressed in FRSA/TRI April 2012 (04-12) and are used in foam -on tile applications. 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). Referto FRSA/TRI April 2012 (04-12), Appendix A, Table SA or FBC 1609 for determination of design wind loads,. 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.cl with 12 ga. galvanized annular rink shank nails through 32 ga., 1-5/8-inch diametertin caps in accordance with Owens Corning Roofing and Asphalt, LLC published installation requirements. #2 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 3/16-inch with min. 32 ga., 1-5/8" diameter tin caps Spacing: 6-inch o.c. at 4-inch wide side laps and 12-inch o.c. at three (3), equally spaced center rows. Primer: ASTM D41 primer required at all tin -caps. Underlayment: One ortwo 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. 1 Refer to Tile Manufacturers or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. NEMO ETC, LLC Evaluation Report 111986.11-08-Rll C r*o,fe ofAuthorization#32455 6" EDITION (2017) FBC NON-HVHZ EVALUATION 1 FL11602-R10 Titanium Roof Underlayments Revision 11: 10/17/2019 Page 4 of 8 NI 6VEM'0I etc. #3 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 (printed side up) Fasteners: 12 ga. annular ring shank nails having not less than 20 rings per inch, heads not less than 3/8 inch diameter and length sufficient to penetrate through the thickness of deck not less than 3/16-inch with min. 32 ga., 1-5/8" diameter tin caps. Spacing: 6-inch o.c. at 4-inch wide side laps and 12-inch o.c. at three (3), equally spaced center rows. Primer: ASTM D41 primer required over printed side of UDL-30. Underlayment: One or two plies, Titanium PSU 30, self -adhered and back -nailed max. 6" o.c. with 12 ga. galvanized annular rink shank nails through 32 ga., 1-5/8-inch diameter tin caps in accordance with Owens Corning Roofing and Asphalt, LLC published installation requirements. #4 Maximum Design Pressure =-45 mr: I 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, h ads 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 I Spacing: 6-inch D.C. at 4-inchwide side laps and 8-inch o.c. at three (3), equally spaced center rows. Primer: ASTM D41 primer required at all tin -caps. Underlayment: One or two plies, Titanium PSU 30, self -adhered and back -nailed 6" o.c. with 12 ga. galvanized annular rink shank nails through 32 ga., 1-5/8-inch diameter tin caps in accordance with Owens Corning Roofing and Asphalt, LLC published installation requirements. #5 Maximum Design Pressure =-45 usf': Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Titanium UDL-30 (printed side up) I 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 d?ck 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. I 5.6.4.1 For mechanically attached Base Sheet, the maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI April 2012 (04-12), Appendix A, Table 1A. Alternatively, the maximum design pressure for the selected assembly shall meet or xceed the Zone 1 design pressure determined in accordance with FBC 1609. Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WDl, FM Loss Prevention Data Sheet 1-29 and Roofing Application Standard RAS 117. Assemblies marked with an asterisk' carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements. 5.7 Exposure Limitations: Titanium UDL-25, Titanium UDL-30, Titanium UDL-SO orTrtanium PSU-30 shall not be left exposed for longerthan 180-days. NEMO ETC, LLC Evaluation Report 111986.11.08-R11 Oe Wf.fe ofA"fhorizarion 432455 6TM EDITION (2017)FaC NON-HVHZ EVALUATION FL11602-R30 Titanium Roof Underlayments Revision 31: 10/17/2M Page 5 of 8 5.8 6.1 6.2 6.3 6.3.1 6.3.2 *NEM'O I etc. Tile Slippage Limitations filer FRSA/TRI April 2012 (04-12)1: 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 tiley. TABLE 3: TILE SLIPPAGE LIMITATIONS FOR DIRECr-DECK TILE INSTALLATIONS Underlayment Tile Profile Staging Method Maximum Slope Titanium PSU-30 Flat Max. 10-tile stack 5:12 Flat Max 5-tile stack 6:12 Lugged Max.10-tile stack 4:12 Lugged Max. 5-tile stack 5:12 Lugged Max. 10-tile stack (5 over 51 i 5:12 i i Titanium Roof Underlayments shall be installed in accordance with Owens Coming Roofing and Asphalt, LLC published installation requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below. 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). TitaniumTM UDL-25,Titanium UDL-30 or Titanium UDL-50: Shall be installed in compliance with the requirements for ASTM D226, Type I or II underlayment in FBC Table 1507.1.1 or R905.1.1 for the type of prepared roof covering to be installed, considering the wider sheet -width. Fasteners: Mechanical attachment of Titanium UDL-25 and Titanium UDL-30 is limited to ring shank roofing nails with minimum 1-inch diameter plastic caps. I Mechanical attachment of Titanium UDL-50 is limitedto ring shank roofing nails with minimum 3/8-inch diameter heads; ring shank roofing nails with minimum 1-inch diameter plastic caps; screws and pllates; or plastic cap staples. 6.3.2.1 Code Reference: The Exception statement in FBC 1507.1.1 and FBC R905.1.1 states: '...dreeptmetal cap nailsshall he required where the ultimate design wind speed, Voui6 equals or exceeds 150 mph." Owens Coming Roofing and Asphalt, LLC has furnished data to permit the use of 1-inch diameter plastic cap nails in lieu of metal cap nails for these applications, when the TitaniumTM UDL-25, Titanium UDL-30 or Titanium UDL-50 underlayment is installed beneath mechanically fastened prepared roof covers referenced in FBC Table 1507.1.1 or R905.1.1. J NEMO ETC, LLC Evaluation Report 111980.1L08-R11 Celhfl a of Authorrzotion#32455 0EDITION (2017)FBC NON-HVHZ EVALUATION I FL11602-RSO Titanium Roof Underlayments Revision 11: 10/17/2019 Page 6 of 8 NNEMO I etc. 6.3.3 Slopes of 4:12 or greater: End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-inches. End (vertical) laps shall be offset from course to course not less than 6 feet. Minimum attachment shall be in accordance with FBCTable 1507.1.1 or R905.1.1. Wh9n batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens. 6.3.4 Slopes of 2:12 to less than 4:12: End (vertical) laps shall be minimum 12-inches and side (horizontal) laps shall be minimum 25-inches. End (vertical) laps shall be offset from course to course not less than 6 feet. Begin by fastening a 25-inch wide strip along the eaves. Place afull-width sheet over the starter, completely overlapping the starter course. Continue upslope, maintaining minimum 25-inch side (horizontal) laps, resulting in a double -layer application. Minimum attachment shall be in accordance with FBC Table 1507.1.1 or R905.1.1. Secure end laps 4-inch o.c. When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens. 6.4 Titanium— PSU-30: 6.4.1 Non -Tile Installations: Shall be installed in compliance with the codified requirements for ASTM D1970 underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed, and Owens Cornin� published requirements. Titanium' PSU-30 shall be back -nailed in accordance with Owens Coming published in allation requirements. 6.4.2 Nail -On Tile Applications: Shall be installed in compliance with the requirements for Self -Adhered Membrane underlayment set forth in FRSA/TRI April 2012 (04-12), and Owens Corning published requirements. TitaniumTM' PSU-30 shall be 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 published installation requirements. Refer to Section 5.8 for file staging limitations. 6.4.3 Foam -On Tile Applications: Shall be installed in compliance with the requirements for Self -Adhered Membrane underlayment set forth in FRSA/TRI April 2012 (04-12), and Owens Corning published requirements. Titanium' PSU-30 shall be 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 published installation requirements. Refer to Table 1A for allowable tile adhesives. Refer to Section 5.6.1 for wind uplift limitations. Refer to Section 5.8 for file staging limitations. 6.5 Titanium 2-Ply System: 6.5.1 The Titanium 2-Ply System consists of a base layer of Titanium UDL-30 (top -surface primed or sheet inverted) mechanically attached to the wood roof deck followed by Titanium PSU-30, self -adhered. 6.5.2 Non -Tile Applications: Install Titanium UDL-30 (top surface primed or sheet inverted) in accordance with Sectiol16.3 followed by Titanipm PSU-30 in accordance with Section 6.4. NEMO ETC, LLC Evaluation Report IMSOAL08-1111 Certryhare of AuMortzodap#32A 5 6- EDITION (2017) FBC NON-HVHZ EVALUATION FL11602-R70 Titanium Roof Underlayments Revision 11: 10/17/2019 Page 7 of 9 NNEMO g etc. 6.5.3 Nail -On Tile Applications: For nail -on tile installations, install Titanium UDL-30 (top surface primed or sheet inverted) in accordance with FRSA{TRI April 2012 (04-12), using Section 6.3 as a guide, and considering the wider sheet width relative to ASTM D226 felt. Then apply Titanium PSU-30in accordance with Section 6.4. Refer to Section 5-8 for tile staging limitations. 6.5.4 Foam -On Tile Applications: Il For foam -on tile installations, install Titanium UDL-30 (top surface primed or sheet inverted) in accordance with Section 5.6.1 herein. Then apply Titanium PSU-30 in accordance with Section 6.4 Refer to Table 1A for allowable tile adhesives. Refer to Section 5.6.1 for wind uplift limitations. Refer to Section 5.8 for tile staging limitations. r.. ..�..... s e As required bythe Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. Contact the manufacturer or the named QA entity for plants covered under Rule 61620-3 QA requirements. Refer to Section 4 herein for product & production locations having met codified physical properties specifications. Intertek Testing Services NA Inc. — QUA1673; (604) 520-3321 END OF EVALUATION REPORT - NEMO ETC, LLC Evil 'on Report IM80.11.08-R31 Cerdfwir of AvthoModon#32455 G" EDITION (2017) FBC NON-HVHZ EVALUATION FL11602-R10 Titanium Roof Undedaymems Revision 11: 10/17/20191 Page 8 of 9