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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of') R. �,.r4,�1� .:.'c •�:li+lil� Bets Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us SCIS Site Map Links Search db-pr a Product ApprovalusER:Pubrcuser File Copy pmdurt nonreval Men > -arch>Anollcation 1 is >Application Detail .x ` ......, 4 FL# FL17022-R7 wu Application Type Revision RE� WE® FOR Code Version S 2017 Approved CODE COMPLIANCE Application Status Approved �J ST. LUCIE COUNTY Comments 08/18/2017v.dale reapply 08/2 / 1/ Archived �®�� Product Manufacturer Extreme Metal Fabricators, LLC Address/Phone/Email 2160 SW Poma Drive Palm City,FL 34990 (772)872-8034 flvalidation@yahoo.com Authorized Signature Richard McKuhen fivalidation@ya hoo.com Technical Representative Richard McKuhen Address/Phone/Email 2160 SW Poma Drive Palm City,FL 34990 772 872-8034 richard@emfab.net Quality Assurance Representative Address/Phone/Ernail Category Roofing Subcategory Metal Roofing 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 LOCKE BOWDEN the Evaluation Report Florida License PE-49704 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 04/22/2024 Validated By Zachary R.Priest, P.E. J Validation Checklist-Hardcopy Received Certificate of Independence Fl,17022 R7 COI FL 17022.1 5 V CRIMP ssr odf Referenced Standard and Year(of Standard) Standard Year TAS 125 2003 UL 1897 2012 UL 580 2006 Equivalence of Product Standards Certified By Sections from the Code http://www.floridabLtilding.org/pr/pr_app_dtl.aspx?parani=wGEVXQwtDgv2aB QpHpQ Q... 9/24/2020 Florida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option D Date Submitted 08/18/2017 Date Validated 08/25/2017 Date Pending FBC Approval 08/28/2017 Date Approved 10/10/2017 Summar ro s (Lved Model, Number or Name Description 1-"5V Crimp"(R6) 26 Gauge steel,3/8"rib height,24"wide,lapped roof panel mechanically attached to.15/3Z'plywood or Wood Deck with fasteners Installation Instructions - -- - --r use in HVHZ:No FL17022 R7 II FL 17022.1 5 V CRIMP ssr odF Approved for use outside HVHZ:Yes Verified By: Locke Bowden,P.E.49704 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:+N/A/-Table A Evaluation Reports Other:Refer to evaluation report for conditions.Install the FL17022 R7 AE FL 17022.1 5 V CRIMP ssr.odf assembly in compliance with the Installation method listed in Created by Independent Third Party:Yes this report and applicable code sections of FBC.Refer to manufacturer's Installation instructions. 17022.2 2-"5V Crimp"(R6) 0.032"Aluminum,3/8"Rib height, 21"wide lapped roof panel,mechanically attached to 15/32"plywood or Wood Deck with exposed fasteners Limits of Use Installation Instructions Approved for use in HVHZ: No FL17022 R7 fi FL 17022.2 5 V CRIMP 0.032 ALUM ssr.Ddf Approved for use outside HVHZ:Yes Verified By: Locke Bowden,P,E.49704 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure: +N/A/-Table A Evaluation Reports Other:Refer to evaluation report for conditions.install the FL17022 R7 AE FL 17022.2 5 V CRIMP 0.032 ALUM ssrj)d assembly in compliance with the installation method listed in Created by Independent Third Party:Yes this report and applicable code sections of FBC. Refer to manufacturer's installation instructions. 17022.3 3-"1.5" Mechanical Seam"(115) 1.5"rib height, 16"wide,24 gauge steel,standing seam roof panel mechanically attached to 15/32"plywood or wood deck with clips and fasteners. Limits of Use Installation Instructions Approved for use in HVHZ:No FL17022 R7 II FL 17022.3 1.5 MECHANICAL Approved for use outside HVHZ:Yes seam 24oa ssL.p� Impact Resistant:No Verified By: Locke Bowden,P.E.49704 Design Pressure:+N/A/-Table A Created by Independent Third Party:Yes Other,Refer to evaluation report For conditions and Evaluation Reports limitations of use. Install the assembly in compliance with the FL17022 R7 AE FI-17022.3 1.5 MECHANICAL installation method listed in this report and applicable code seam 24oa ssr.D4If sections of FBC.Refer to manufacturer's installation Created by Independent Third Party:Yes instructions. 17022.4 4-"1.5"Mechanical Seam" (115) 1.5"rib height, 16"wide,0.032"aluminum,standing seam roof panel mechanically attached to 15/32" plywood or Wood Deck with clips and fasteners. Limits of Use Installation Instructions Approved for use in HVHZ: No FL17022 R7 I1 FL 17022.4 MECHANCIAL SEAM Approved for use outside HVHZ:Yes ALUMINUM ssr.odf Impact Resistant:No Verified By: Locke Bowden, P.E.49704 Design Pressure: +N/A/-Table A Created by Independent Third Party:Yes Other:Refer to evaluation report for conditions and Evaluation Reports limitations of use.Install the assembly in compliance with the FL1.7022 R7 AE FL 17022.4 MECHANCIAL SEAM installation method listed in this report and applicable code ALUMINUM ssr.odf sections of FBC. Refer to manufacturer's installation Created by Independent Third Party: Yes instructions, 17022.5 S-"1 in. Nall Strip" (R5) 1"rib height, 16"wide,26 gauge steel,standing seam roof panel mechanically attached to 15/32"plywood or wood deck with Fasteners. Limits of Use Installation Instructions Approved for use in HVHZ:No FL17022 R7 II FL 17022.5 1.0 NAILSTRIP ssr.odf Approved for use outside HVHZ:Yes Verified By: Locke Bowden,P.E.49704 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure: +N/A/-Table A Evaluation Reports Other:Refer to evaluation report for conditions and FL17022 R7 AE FL 1702.2.5 1.0 NAILSTRIP ssr.odf limitations of use.Install the assembly in compliance with the Created by Independent Third Party:Yes installation method listed in this report and applicable code sections of FBC.Refer to manufacturer's installation instructions. littp://www.floridabui Idiiig.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQplipQQ... 9/24/2020 Florida Building Code Online Page 3 of 3 17022.6 6-"1 In. Nall Strip"(R5) 1"rib height, 16"wide,0.032"aluminum,standing seam roof panel mechanically attached to attached to 15/32"plywood or Wood Deck with fasteners, Limits of Use Installation Instructions Approved for use in HVHZ:No FL17022 R7 Ii FL 1.7022.6 1.0 NAIL STRIP 0.037 Approved for use outside HVHZ:Yes ALUM ssr odf Impact Resistant:No Verified By: Locke Bowden,P.E.49704 Design Pressure: +N/A/-Table A Created by Independent Third Party: Yes Other:Refer to evaluation report for conditions and Evaluation Reports limitations of use. Install the assembly in compliance with the FL17022 R7 AE FL 17022.6 1.0 NAIL STRIP 0.032 installation method listed in this report and applicable code ALUM ssr.odF sections of FBC.Refer to manufacturer's Installation Created by Independent Third Party:Yes Instructions, 17022.7 7 -"1.5 in. Nail Strip"(R5) 1.5"rib height, 19"wide,26 gauge steel,standing seam roof panel mechanically attached to 15/32"plywood or wood deck with fasteners. Limits of Use Installation Instructions Approved for use in HVHZ:No FL17�( -2 R7 II FL 17022.7 1,5 Nail Strip 26GA ssr odf Approved for use outside HVHZ:Yes Verified By: Locke Bowden, P.E.49704 Impact Resistant:No Created by Independent Third Party: Yes Design Pressure: +N/A/-Table A Evaluation Reports Other:Refer to evaluation report For conditions and FL17022 R7 AE FL 17022.7 1.5 Nail Strip 26GA ssr odf limitations of use.Install the assembly in compliance with the Created by Independent Third Party: Yes installation method listed in this report and applicable code sections of FBC.Refer to manufacturer's installation instructions. 17022.8 8 "EMAX Rib"(R5) 29 gauge steel, lapped roof panel mechanically attached to 15/32"plywood or wood deck with exposed fasteners. Limits of Use Installation Instructions Approved for use in HVHZ:No FL17022 R7 II FL 177022.8 EMAX Rib ssr odf Approved for use outside HVHZ:Yes Verified By:Locke Bowden, P.E.49704 Impact Resistant:No Created by Independent Third Party: Yes Design Pressure: +N/A/-Table A Evaluation Reports Other:Refer to evaluation report For conditions and FL17022 R7 AE FL 177022.8 EMAX Rib ssr odf limitations of use.Install the assembly In compliance with the Created by Independent Third Party: Yes installation method listed in this report and applicable code sections of FBC.Refer to manufacturer's installation instructions. 17022.9 9-.. PBR MAX"(R5) 26 gauge steel, lapped roof panel mechanically attached to 15/32"plywood or wood deck with exposed fasteners. Limits of Use Installation Instructions Approved for use in HVHZ: No FL17o22 R7 I[ FL 7027 9 PBR Rl8 ssr p-if Approved for use outside HVHZ:Yes Verified By:Locke Bowden, P.E.49704 Impact Resistant:No Created by Independent Third Party: Yes Design Pressure: +N/A/-Table A Evaluation Reports Other:Refer to evaluation report for conditions and FL17022 R7 AE FL 1702Z9 PBR RIB scr pdf limitations of use. Install the assembly in compliance with the Created by Independent Third Party: Yes installation method listed in this report and applicable code sections of FBC.Refer to manufacturer's installation Instructions. Back Neat Contact lis::2601 Blair Stone Road,Tallahassee FL 32,399 Phone:850-487-t B24 The State of Florida Is an AA1EE0 employer.copyright 7007-2013 State of Florida,::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.if you do not want your a-mall 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 mall.If you have any questions,please contact 850.487.1395.*Pursuant to section 455.275 (t),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: IM' It;;yl fL.1hi11 M Credit Card Safe i, llttp://Nvww.floi-idabLiilclin(i.oi-g/pr/pr_app_dtl.aspxr?pai-anl=wGEVXQWtDgv2aBQpHpQQ... 9/24/2020 as aoa a •�- " • : 2160 SW Poma ®rive Palm City, FL 34990 772)872-8034 ZZME 11U2111 ;-Xu_ IN Compliant with Florida Building Code 2017 (61 h ed.) Compliant wi ----- FL17[22'1 5V Crimp (26GA Steel), 24" Wide Roof Panel - Details Limitations: 1. Underlayment to be compliance with Current Florida Building Code (FBC)2017 6th ed. 2. Minimum slopetobecompliant vvith Florida Building Code 2O176th ed.. and per with Manufacturer's installation reference, 3. Products are compliant for State of Florida product approval per Rule 61G20-3. Compliance Method: 1-D 4. Engineering analysis for"project apenificappvovo| by|ooa|authohUeaw/juriedktioninoUmwedbyothernegiotenadengineem. 5. Fina classification is not pert of this acceptance. Shear diaphragm values are outside this report. G. Support framing incompliance wYFBC2O176th ed.. Chapter 22 for Steel, Chapter 23for Wood and Chapter 1Gfor Structural Loading. 7. This report does not imply warranty, installation, recommended product use outside of this report. Fasteners 2tln.per Able"A"for Row r— 5-V CArnp Roof Panel pacing and Design Pressures /—!111!1s�, Hex Washer Head Wood Screw$ '15132Plywood,or Wood plank � 24' ? `\--v=TIom�oRIm`nma—~// Panel Profile � Nominal 12" Nominal 12" Table"A" Hex Washer Head Screw Spaced 12"o.c.across the Panel Wdth Panel Refer to Table"A"for Spacing Along Panel Overlap Length Deck-15/32"or greater Plywood,or 4 Vood plank Florida Building Code Online Page 1 of 2 �a���"� ,�✓ ���+ aF�l"�`°�� ��� _ � � �,2y n<�r six � '„k 4+�'` �a d"' BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search bRota Product Approval USER:Public User Product Approval Menu>Product or Application Search>Application,List>Application Detail xt� � FL# FL11602-R10 File COPS, s, Application Type Revision 16 ! Code Version 2017 (/ Application Status Approved REk &D I•C o Comments CODE COMPLIANCE Archived ST. L CIE COUNTY Product Manufacturer Owens Corning Roofing and A BOCi'led Address/Phone/Email One Owens Corning Parkway Toledo,OH 43645 (740)321-6345 Greg.Keeler@owenscorning.com Authorized Signature Keeler Greg Greg.Keeler@owenscorning.com Technical Representative Greg Keeler Address/Phone/Email 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 Robert Nieminen the 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 q> Validation Checklist-Hardcopy Received Certificate of Independence FL11602._R10..._COI,.„2019 01 COI_NIEMINEN_.9d_f Referenced Standard and Year(of Standard) Standard Year ASTM D1970 2015 ASTM D226(physicals) 2009 ASTM D4798 2011 FRSA/TRI April 2012 2012 TAS 117(B) 1995 UL1897 2012 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsQFc5K%2f Tr... 10/5/2020 Florida Building Code Online Page 2 of 2 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 Summary of Products.. FL At Model,Number or Name Description 11602.1 Titanium Roof Underlayments Synthetic sheet-type roof underlayments Limits of Use Installation Instructions Approved for use in HVHZ:No FL11602 R10 II 2019 10 FINAL ER FL11602-R10.Ddf Approved-for use outside HVHZ:Yes Verified By: Robert Nieminen PE-59166 Impact Resistant:N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-45 Evaluation Reports Other:1.)The design pressure noted herein pertains to use FL11602 R10 AE 2019 10 FINAL ER FL11602-R10.odf of a specific underlayment system beneath foam-on tile, Created by Independent Third Party: Yes sytsems. Refer to ER Section 5.6.3 for details.2.)Refer to ER Sections 5 and 6 for other Limits of Use. Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional 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,F.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. Product App,. �rooval Accepts: L_krt Credit Card Safe https://www.floridabuilding.org/pr/P _app_dtl.aspx?param=wGEVXQwtDgsQFc5K%2fTr... 10/5/2020 MEMO I etc. Certificate of Authorization#32455 353 Christian Street, Unit#13 Oxford,CT 06478 (203)262-9245 ENGINEER EVALUATE TEST CONSULT CERTIFY EVALLIATIQN,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 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 61h 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). 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 I etc. Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety. 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: 6' jg�o-seY4a' �: Robert J.M.Nieminen,P.E. The facsimile seal appearing was authorized by Robert ':o �w n•'' ' Nieminen P.E.on 10/17/2019.This does not serve as an Florida Registration D •._�„ ,. oda No 59166 Florida CA ANE1983 electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. NEW 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 NEW ETC,LLC OMEMO I etc. ROOFING COMPONENT EVALUATION: r• Product Category: Roofing Sub-Category: Underlayment Compliance Statement: TitaniumTM'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. STANDARDS' Section Property 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(8) 1995 13i REFERENCES:' Entity 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) 4)-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 DCF-332-02-01 RI 05/07/2019 PRI(TST5878) ASTM D226/ASTM D4798 OCF-334-02-01 R1 05/07/2019 PRI(TST5878) UL1897 137ST002 07/10/2019 PRI(TST5878) Tensile adhesion DCF-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 111980.11.08-1131 Certificate of Authorization#32455 CH EDITION(2017)FSC NON-HVHZ EVALUATION FL11602-R10 Titanium Roof Underlayments Revision 11:10/17/2019 Page 2 of 8 ONEMOletc. 4. PRODUIcT DESCRIPTION: Product Specification Plants Description 4.1 TitaniumM 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 lbs/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 lbs./square 4.3 TitaniumTM° 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 Titaniumt"" 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 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: 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 (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 111980.11.08-1111 Certificate of Authorization#32455 CH EDITION(2017)FBC NON-HVHZ EVALUATION FL11602-R10 Titanium Roof Underlayments Revision 11:10/17/2019 Page 3 of 8 ONEMOletc. 5.5.1 "Foam-On Tile"is limited to use of following Approved tile adhesives/underlayment combinations. TABLE lA:ALLOWABLE TILE ADHESIVE°J UNDERLAYMENT 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 5.6 Allowable Substrates(for self-adhering): TABLE 2:.SUBSTRATE 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) 5.6.1 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 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 Halls 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., 1-5/8-inch diameter tin caps in accordance with Owens Corning Roofing and Asphalt,LLC published installation requirements. j Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. NEMO ETC,LLC Evaluation Report 111980.11.08-1131 Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL11602-R10 Titanium Roof Underlayments Revision 11:10/17/2019 Page 4 of 8 ON EMO I etc. #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 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 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 180-days. NEMO ETC,LLC Evaluation Report 111980.11.08-1131 Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION PL11602-1110 Titanium Roof Underlayments Revision 11:10/17/2019 Page 5 of 8 ONEMOJetc. 5.8 Tile Slippage Limitations[per 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 tiles. TABLE 3: TILE SUPPAGUwTATIONS FOR DIRECT-DECK TILE INSTALLATIONS Underlayment 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) Titanium PSU-30 Lugged 5:12 61.; INS LLATIQN,. 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, Va„it, 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 Titanium'"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 111980.11.08-1131 Certificate of Authorization#32455 CH EDITION(2017)FBC NON-HVHZ EVALUATION FL11602-R10 Titanium Roof Underlayments Revision 11:10/17/2019 Page 6 of 8 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 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. Titanium'" 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 tile 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. MEMO ETC,LLC Evaluation Report 111980.11.08-Rll Certificate of Authorization 1132455 6'"EDITION(2017)FBC NON-HVHZ EVALUATION FL11602-R10 Titanium Roof Underlayments Revision 11:10/17/2019 Page 7 of 8 ONEMO I 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-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. 0 As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACFURING7�LANTS, 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. QQALITY ASS UXAMM Mum Intertek Testing Services NA Inc.—QUA1673; (604)520-3321 -END OF EVALUATION REPORT- NEMO ETC,LLC Evaluation Report 111980.11.08-1111 Certificate of Authorization#32455 6TH EDITION(2017)FBC NON-HVHZ EVALUATION FL11602-R10 Titanium Roof Underlayments Revision 11:10/17/2019 Page 8 of 8