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HomeMy WebLinkAboutPermit revision , underlayment product approvalOFFICE USE ONLY: DATE FILED: REVISION FEE: PERMIT # RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING &+CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.5652 (772) 462.1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATIONISITE ADDRESS: r f ) Q q -3 201- m pl MCC, T DETAILED DESCRIPTION OF PROJECT CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: r,e, 1031 • � ` lit �,, ' .[�lTai►�'�: • �rt� • r L �1 ZIP.- FAX: IP:FAX: STATE: }-(,._, PHONE (DAYTIME: FAX: ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: ZIP: CITY: STATE: ZIP: PHONE (DAYTIME): FAX: SLCCC: 9/23/09 Revised 06/30/17 T. #: saw BCPs Horne Login db&-O%r4 g UserRegistration Hicsoot 7 p Submit Surcharge Stats Facts .'tr 1 Product Approval USER: Public User Publications Contact CJs SCIS Site Map Links Search ' Product Approval Menu —� > Product or R 4Ppl'cativ.� n SS""' y Applicatl" List Referenced ASTM €1970 p ppiication Detai! Application Type FL11602-R10 Code Version Revision Application Status 2017 FRSA/TRI April 2012 Approved Comments 2012 Archived Product Manufacturer Address/Phone/Email Owens Corning Roofing and Asphalt, LLC One Owens Corning Parkway Toledo, OH 43645 (740) 321-6345 Grc-g.Keeler@owenscorning.com Authorized Signature Keeler Greg Greg. Keeler@owenscorning.com Technical Representative Address/Phone/Email Greg Keeler 2790 Columbus Road Granville, OH 43023 (740) 321-6345 greg.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 - 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, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Gertifrcate of Independence FL11602 R10 C01.2019 01 COI NIEMINEN.pdf Standard and Year (of Standard) Standard Year Referenced ASTM €1970 2015 *MA UM (1*1 za°s 2011 ASTM 44799 2012 FRSA/TRI April 2012 1995 TAS 117(B) 2012 UL1697 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/17/2019 Date Validated 10/17/2019 Date Pending FBC Approval 10/20/2019 Date Approved 12/10/2019 aurll1lral r VI 1-1 IJUULAU FL # I Model, Number or Name 11602.1 1 Titanium 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 and 6 for other Limits of Use. Description Synthetic sheet -type roof underlayments Installation Instructions FL11602 R10 II 2019 10 FINAL ER FL11602-R10.p4f Verified By: Robert Nieminen PE -59166 Created by Independent Third Party: Yes Evaluation Reports FL11602 R10 AE 2019 10 FINAL ER FL11602--R10.pdf Created by Independent Third Party: Yes Contact Us ;: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEo employer. Copyright 2007-2023 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 mail. 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, G.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . k�jf Product Approval Accepts: I� WIN El E Credit Card Safe I ENGINEER EVALUATE TEST Owens Corning Roofing and Asphalt, LLC One Owens Corning Parkway Toledo, OH 43659 (740)321-6345 MEMO I etc. Certificate of Authorization #32455 353 Christian Street, Unit #13 Oxford, CT 06478 (203) 262-9245 CONSULT CERTIFY Evaluation Report 111980.11.08-1111 FL11602-R10 Date of Issuance: 11/03/2008 Revision 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 of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 611 Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: Titaniumm 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). NEMO 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 "NEMO Ietc. 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 8. Prepared by: �? .97t 7 ri �s64 Robert J.M. Nieminen, P.E. The facsimile seal appearing was authorized by Robert Florida Registration No. 59166, Florida DCA ANE1983 Nieminen, P.E. on 10/17/2016. This does not serve as an electronically signed document. CERTIFICATION 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. 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 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. ©2018 NEMO ETC, LLC ONEMOletc. ROOFINGS COMPONENT EVALUATION: 1. O. 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 61,h 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. STANDARDS:2. Section Pro a Standard Year 1504.3.1 Wind Uplift UL 1897 2012 1507.1.1, 8905.1.1 Exception Unrolling, Breaking Strength, Pliability ASTM D226 2009 1507.1.1, R905.1.1 Exception Tear Strength ASTM D1970 2015 1507.1.1, T1507.1.1, 1507.2.9.2 Physical Properties ASTM D1970 2015 1507.3.3 Physical Properties FRSA/TRI April 2012 (04-12) 2012 TAS 110 Accelerated Weathering ASTM D4798 2011 TAS 110 Pull-through resistance TAS 117(B) 1995 3. REFERENCES: Entity Examination Reference Date ERD (TST6049) Physical Properties 315010.04.09 04/29/2009 ERD (TST6049) Physical Properties 115010.05.10 05/14/2010 ERD (TST6049) Physical Properties 135520.06.11 06/15/2011 ERD (TST6049) ASTM D226 138010.08.11 08/11/2011 ERD (TST6049) Wind Uplift 135520.08.11-1 08/12/2011 IT5(TST1509) ASTM D226 311801000Q-003 04/26/2007 ITS(TST1509) ASTM D226 3130639COQ-002A 08/21/2007 ITS (TST1509) Physical Properties 3126617COQ-005 10/31/2007 ITS(TST1509) ASTM D226 101823107COQ-011 01/23/2015 ERD (TST6049) Physical Properties (11TH) 4j-0C-19-SSUDL-01.A 06/14/2019 Owens Corning Product equivalency Declaration 06/18/2018 PRI (TST5878) ASTM D1970 OCF-341-02-01 09/20/2017 PRI (TST5878) ASTM D1970; Tear strength DCF -331-02-02 10/03/2017 PRI (TST5878) ASTM D1970; Tear strength DCF -332-02-02 10/03/2017 PRI (TST5878) ASTM D1970; Tear strength OCF-334-02-02 10/03/2017 PRI (TST5878) FRSA/TRI April 2012 (04-12), partial OCF-343-02-01 11/09/2017 PRI (TST5878) ASTM D4798 OCF-341-02-01 11/27/2017 PRI (TST5878) TAS 117(B); Pull-through OCF-422-02-02 04/03/2018 PRI (TST5878) FRSA/TRI April 2012 (04-12), partial OCF-425-02-01 08/13/2018 PRI (TST5878) ASTM D226 / ASTM D4798 OCF-331-02-01 Rl 05/07/2019 PRI (TST5878) ASTM D226 / ASTM D4798 OCF-332-02-01 R1 05/07/2019 PRI (TST5878) ASTM D226 / ASTM D4798 OCF-334-02-01111 05/07/2019 PRI (TST5878) UL1897 1378TO02 07/10/2019 PRt (TST5878) Tensile adhesion OCF-507-02-01 08/13/2019 ITS (QUA1673) Quality Control ITS Listings Current ITS (QUA1673) Quality Control Service Confirmation 09/30/2017 NEMO ETC, LLC Evaluation Report 111980.11.48-1111 Certificate of Authorization #32455 6� EDITION (2017) FBC NON-HVHZ EVALUATION FL11602-R10 Titanium Roof Underlayments Revision 11t 10117/2019 Page 2 of 8 ONEMOletc. 4. PRODUCT DESCRIPTION: Product Specification 4.1 Titanium' PSU-30 ASTM D1970 and FRSA/TRI April 2012 4.2 Titanium71N UDL-25 FBC 1507.1.1 & R905.1.1 (Exception) 4.3 TitaniUMT1 UDL-30 FBC 1507.1.1 & R905.1.1 (Exception) 4.4 TitaniuMT" UDL-50 FBC 1507.1.1 & R905.1.1 (Exception) Plant(s) Description Dubai, UAE & unreinforced polymer modified bitumen material adhered Brentwood, NH to the underside of a polymer -coated, synthetic woven sheet. The underside is backed with a release film. Unit Wood Shakes weight 24 ibs/square Qingdao, China synthetic sheet -type underlayment comprised of a woven Nail -On Tile core coated on one side with a polymer coating. Unit Metal weight 2.5 lbs./square Mission, BC, synthetic sheet -type underlayment comprised of a woven Canada & core coated on both sides with a polymer coating. Unit Qingdao, China weight 4.0 lbs./square Mission, BC, synthetic sheet -type underlayment comprised of a woven Canada & core coated on both sides with a polymer coating. Unit Qingdao, China weight 4.7 lbs./square LIMITATIONS:S. 5.1 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. 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 Titanium'"" Roof Underiayments 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: ROOF COVER OPTIONS Asphalt Wood Shakes Underlayment Shingles Nail -On Tile Foam -On Tile Metal & Shingles 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 (ease sheet in 2 -ply (Base Sheet in 2 -Ply Yes Yes Yes system) system) Titanium UDL-50 Yes No No Yes Yes Yes NEMO ETC, LLC Evaluation Report 111980.11.08-1111 Certificate ofAuthorizution #32455 CH EDITION (2017) FBC NON-HVHZ EVALUATION FL11602-R10 Titanium Roof Underiayments Revision 11: 10/17/2019 Page 3 of 8 ONEMOletc. 5.5.1 "Foam -On Tile" is limited to use of following Approved the adhesives / underlayment combinations. 5.6 5.6.1 TABLE 1A: ALLOWABLE TILE ADHESIVE / UNDERLAVMENT COMBINATIONS' Underlayment Adhesive Florida Product Approval DUPONT Tile Bond'"" FL22525 Titanium PSU-30 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 feat ASTM D41 Titanium UDL-30 None Titanium UDL-30 (inverted) #1 Wield Resistance for Underlayment Systems in Foam -On Tile Applications: FRSA/TRI April 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). Refer to FRSA/TRI April 2012 (04-12), Appendix A, Table 1A or FBC 1609 for determination of design wind loads. Maximum Design Pressure 45psf: 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. #2 Maximum Design Pressure =-30 psf*: 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 D.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. ' Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. MEMO ETC, LLC Evaluation Report 111980.11.08-R11 Certificate ofAuthorization #32455 6- EDITION (2017) FBC NON-HVHZ EVALUATION FL11602-R10 Titanium Roof Underlayments Revision 11: 10/17/2019 Page 4 of 8 ONEMOletc. #3 Maximum Design Pressure= -30 psf*: 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 Desien Pressure = -45 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 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 psf*: 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 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. 5.6.4.1 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 exceed 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 WD1, 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-50 or Titanium PSU-30 shall not be left exposed for longer than 18x7 -days. NEMO ETC, LLC Evaluation Report E11980.11.D8-1111 Certificate ofAuthorization #32455 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL11602-RlD Titanium Roof Underlayments Revision 11: 10/17/2019 Page 5 of 8 ONEMOJetc. 5.8 Tile Slippage Limitations [per FR5A/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 tiles. TABLE 3: TILE SLIPPAGE LIMITATIONS FOR DIRECT -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 5:12 6. • 6.1 Titanium Roof Underlayments shall be installed in accordance with Owens Corning Roofing and Asphalt, LLC published installation requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application, and prime the substrate (if applicable). 6.3 Titanium'"° UDL-25, Titanium UDL-30 or Titanium UDL-50: 6.3.1 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. 6.3.2 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. Mechanical attachment of Titanium UDL-50 is limited to ring shank roofing nails with minimum 3/8 -inch diameter heads; ring shank roofing nails with minimum 1 -inch diameter plastic caps; screws and plates; or plastic cap staples. 6.3.2.1 Code Reference: The Exception statement in FBC 1507.1.1 and FBC R905.1.1 states: "...except metal cap nails shall be required where the ultimate design wind speed, V,,lr, equals or exceeds ISO mph.' Owens Corning Roofing and Asphalt, LLC has furnished data to permit the use of 1 -inch diameter plastic cap nails in lieu of metal cap nails forthese applications, when the Titanium'm 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. NEMO ETC, LLC Evaluation Report 111980.11.08-1111 Certificate of Authorization 932455 0 EDITION (2017) FBC NON-HVHZ EVALUATION FL11602-RIO Titanium Roof Underlayments Revision 11: 10/17/2019 Page 6of8 ONEMO 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 FBC Table 1507.1.1 or R905.1.1. When 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 a full-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 Corning published requirements. TitaniumTM PSU-30 shall be back-nailed in accordance with Owens Corning published installation 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. 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 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 (0412), 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 tile staging limitations. 6.5 Titanium 2-Ply System: 6.5.1 The Titanium 2-Ply System consists of a base layer of Titanium UDL-30 (top-surface primed or sheet inverted) 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. NEMO ETC, LLC Evaluation Report 11198+1.11.08-1111 Certificate ofAuthorization #32455 6T" EDITION (2017) FBC NON-HVHZ EVALUATION F1.11602 -RIO Titanium Roof Underlayments Revision 11: 14/17/2019 Page 7 of 8 ONEMOjetc. 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-30 in accordance with Section 6.4. Refer to Section 5.8 for tile staging limitations. 6.5.4 Foam -On Tile Applications: 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 the adhesives. Refer to Section 5.6.1 for wind uplift limitations. Refer to Section 5.8 for tike staging limitations. 7. BuILDING PERMIT • As required by the 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 611320-3 QA requirements. Refer to Section 4 herein for product & production locations having met codified physical properties specifications, 9. QUALITY AssURAN a ENTITY: Intertek Testing Services NA Inc. — QUA1673; (604) 520-3321 - END OF EVALUATION REPORT - NEMO ETC, LLC Evaluation Report !11980.11.08-1111 Certificate of Authorizatlon #32455 6- EDITION (2017) FBC NON-HVHZ EVALUATION FL11602-R10 Titanium Roof Underlayments Revision 11:10/17/2029 Page 8 of 8