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HomeMy WebLinkAboutProduct Approval •`' f e.+ 9. 6 F 1 rs# ,3 sr'Sx " •"f`bf ' -m'"' .'ry�' '^'"r-' s�Q 9 —il —3 R��� 2604 B Piper Drive JP Vero Beach, FL 32960 INjEGRtjYh9E?AL5 772-284-5613034 o z,- uil Compliant with Florida Building Code 2017(61h ed.) REVIEWED ���OR Compliant with Florida Product Approval Rule#61G20-30DE COS ANCE Compliant Active Quality Assurance Program ST. LUCIE GOUM Product: Min. 26GA SV Crimp Roof Panel FBC Sec. 1507.4.2 Yield strength: SOW 24" Coverage (Max,) Rib Height 3/8" Minimum i5/32"plywood over supports at maximum 24"O.C. Design of plywood and plywood supports are outside the scope of this evaluation. Must be designed in accordance w/Florida Building Code-2017. 3e"penetration thru plywood supports 24"max. o.c. Corrosion Resistant Compliant: FBC Sec. 1SO7.4.3 FILE COPY Fastener:#10-1S Woodtite fastener spaced @ 12"O.C. Underiayment: To be compliant with FBC Sec. 1SO7, Chart 1507.1.1 $lope: Shall be in compliance with FBC Sec. 1S07. install Details: Table A Allowable Method 1: Loads DESIGN PRESSURE* -116 PSF SPACING 12"O.C. Reference Data: Intertek Testing(TST 1S27) REPORT#17226.03-450-44 RO UL SSO-06 Design Pressure safety margin of 2:1 *,*This test is owned by Quality Metal Fabricators, who has given permission to share testing. Certificate of Independence: Lodc+a Bowden,P.E.does not have,nor will acquire a financial Interest In any company manufacturing or distril u ing products --I nder this evaluadon. Locke Bowden,P.E.Is not owned,operated,or controlled by any company,manufacturer,or distributing pprr�under { report. l�lnr�i,,r r f 140.4970 I sic : ;j g. STAIE D go_�: Fss10NN\ Integrity Metals Min. 26GA 5V Crimp Roof Panel Installation Details limitations: 1.Underlayment to be compliance with current Florida Building Code(FBC)2017 6T"ed..see Chart 1507.1.1 2. Minimum slope to be compliant with Florida Building Code 2017 6 h ed.,and per with Manufacturer's installation reference. 3. Products are compliant with State of Florida product approval per Rule 61G20-3. Compliance Method: 1-1) 4. Engineering analysis for"project specific approval by local authorities w/jurisdiction is allowed by other registered engineers. 5. Fire classification is not part of this acceptance. Shear diaphragm values are outside this report. 6.Support framing in compliance w/FBC 2017 6t'ed.,Chapter 22 Steel,Chapter 23 Wood and Chapter 16 Structural Loading. 7.IThis report does not imply warranty,installation,recommended product use outside of this report. 24" 3/8" AA. PROFILE FASTENER PATTERN @ 12"O.C. ZONE 2 GABLE ROOF :ZONE 2 NIP ROOF ZONE 3 .a a RIDGE RIDGE 'n ZONE 1 ZONE 1 EAVE ZONE 3 EAyE FIDE LPY REVIEWED FOR CODE � LIANCE NEMOetc. Certificate of Authorization#32455 ` . LU(09E COUNTY 353 Christian Street,Unit#13 c a Oxford,CT 06478 (203)262-9245 ENGINEER EVALUATE TEST CONSULT CERTIFY EVALUATION REPORT Owens Corning Roofing and Asphalt,LLC Evaluation Report 111980.11.08-R11 One Owens Corning Parkway FL11602-R10 Toledo,OH 43659 Date of Issuance:11/03/2008 (740)321-6345 Revision 11:10/17/2019 SCOPE', This Evaluation Report is issued under Rule 611320-3 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 6th Edition(2017)Florida Building Code sections noted herein. DESCRIPTION: Titanium'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 "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. INSPECnON: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: j.s,�y57Y•Jb '� %STI.c��•.ti Robert J.M.Nieminen,P.E. ;t'� The facsimile seal appearing was authorized by Robert Florida Registration NO.59166,Florida DCA ANE1983 Nieminen,P.E.on 10/17/2019.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. 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. S. 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 ROOFING COMPONENT EVALUATION: NEmo l etc. 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 6th 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. 2. STANDARDS: Section Prt 'e Standard Year 1504.3.1 Wind Uplift UL 1897 2012 1507.1.1,R905.1.1 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: Enti Examination Reference Date ERD(TST6049) Physical Properties 115010.04.09 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 ITS(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(NH) 4j-OC-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 OCF-331-02-02 10/03/2017 PRI(TST5878) ASTM D1970;Tear strength OCF-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 R1 05/07/2019 PRI(TST5878) ASTM D226/ASTM D4798 OCF-332-02-01 R1 05/07/2019 PRI(TST5878) ASTM D226/ASTM D4798 OCF-334-02-01 R1 05/07/2019 PRI(TST5878) UL1897 1378TO02 07/10/2019 PRI(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 111980.11.08-Rii Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL11602-R10 Titanium Roof Underlayments Revision 11:10/17/2019 Page 2 of 8 ONEMOletc. 4. PRODUCT DESCRIPTION: Product'_ t �. Specification Plants Description 4.1 Titaniumlm 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 24 Ibs/square 4.2 TitaniumTM'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 Ibs./square 4.3 Titan(umTm 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 Ibs./square 4.4 Titanium""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 Ibs./square S. LIMITATIONS: 5.1 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. 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 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: Tae i ROOF COVER OPT1oNs 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 (Base 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-R11 Certificate of Authorization#32455 6TM EDITION(2017)FBC NON-HVHZ EVALUATION FL11602-R10 Titanium Roof Underlayments Revision 11:10/17/2019 Page 3 of 8 i • t . ONEMOletc. 5.5.1 "Foam-On Tile"is limited to use of following Approved tile adhesives/underlayment combinations. TABLE lA ALLOWABLEYTILEADHESIVE UNDERLAYMENT COMBINATION51 Underlayment Adhesive Florida Product Approval, DUPONT Tile BondTM FL22525 Titanium PSU-30 ICP Adhesives Polyset®AH-160 FL6332 ICP Adhesives Polyset®RTA-1 FL6276 5.6 Allowable Substrates(for self-adhering): TABLE 2 Sul?'STRATE OPTIONS Underlayment Primer Substrates (Optional)ASTM D41 plywood None ASTM D226 felt Titanium PSU-30 ASTM D41 Titanium UDL-30 None Titanium UDL-30(inverted) 5.6.11 Wind 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. #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 back-nailed max. 6" o.c. with 12 ga. galvanized annular rink shank nails through 32 ga.,1-5/8-inch diametertin caps in accordance with Owens Coming 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 o.c.at 4-inch wide side laps and 12-inch o.c.at three(3),equally spaced center rows. Primer: ASTM D41 primer required at all tin-caps. Underlayment: One or two plies,Titanium PSU 30,self-adhered and back-nailed max.6"o.c.with 12 ga.galvanized. annular rink shank nails through 32 ga., 1-5/8-inch diameter tin caps in accordance with Owens Corning Roofing and Asphalt,LLC published installation requirements. 1 Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. NEMO ETC,LLC Evaluation Report 111980.11.08-Rll Certificate ofAuthorization#32455 6-EDITION(2017)FBC NON-HVHZ EVALUATION FL11602-R10 Titanium Roof Underlayments Revision 11:10/17/2019 Page 4 of 8 I 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 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., 1-5/8-inch diameter tin caps in accordance with Owens Corning Roofing and Asphalt,LLC published installation requirements. #4 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(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 D.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 WDi,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 180-days. I I NEMO ETC,LLC Evaluation Report 111980.11.08-R11 Certifrcateof Authorization#32455 0 EDITION(2017)FBC NON-HVHZ EVALUATION FL11602-R10 Titanium Roof Underlayments Revision 11:10/17/2019 Page 5 of 8 . � ~ ^ ' ONEMOletc. 5.8 When loading roof tiles on the underlayment in direct-deck tile assemblies,the maximum roof slope shall beos follows. These slope limitations can only be exceeded by using battens duhng.loadinQof the roof tikes. 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 Titanium PSU-30 Lugged 5:12 6. INSTALLATION: 6.1 Titanium Roof Underlayments shall be installed in accordance with Owens Corning Roofing and Asphalt, LLC � / � published installation requirements ' . ' 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). 6.3.1 Shall be installed in compliance with the requirements for ASTM D226,Type I or 11 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 ofTitanium UDL2S and Titanium UDL-30 b limited to ring shank roofing nails with minimum 1-inch diameter plastic caps. Mechanical attachment ofTitanium UDL-S0is limited to ring shank roofing nails with minimum 3/Q'nchdiameter heads;ring shank roofing nails with minimum 1-inch diameter plastic caps;screws and plates;or plastic cap staples. 6.9'2'1 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,Vault,equals or exceeds 150 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 for these applications,when the TitaniumTm LIDL-25,Titanium UDL-30 or Titanium UDL-50 underlayment is installed beneath mechanically fastened prepared roof covers referenced in FBC Table 1507.1.1 - orR905.1'1. mEMo ETC,uc Evaluation Report us98o�1.o8-mll Certificate wwmm"uzationmaw55 0 EDITION(2oz7)pucmom'xvxzEVALUATION Fu1602-nm . Manium Roof underlayme,ts Revision 11:10/17/2019 Page smvo ONEMOjetc. 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 'Trtanmm"'PSU 30 ' 6.4.1, Non-Tile Installations: Shall be installed in compliance with the codified requirements for ASTM D1970 underlayment in FBC Table i 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 the 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 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. I NEW ETC,LLC Evaluation Report 111980.11.08-R11 Certificate of Authorization#32455 0 EDITION(2017)FBC NON-HVHZ EVALUATION FL11602-R10 Titanium Roof Underlayments Revision 11:10/17/2019 Page 7 of 8 I i I I 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 tile adhesives. Refer to Section 5.6.1 for wind uplift limitations. Refer to Section 5.8 for tile staging limitations. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the manufacturer or the named QA entity for plants covered under Rule 61G20-3 QA requirements. Refer to Section 4 herein for product&production locations having met codified physical properties specifications. QUALITY9. Intertek Testing Services NA Inc.—QUA1673;(604)520-3321 -END OF EVALUATION REPORT- NEMO 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 8 of 9