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HomeMy WebLinkAboutProduct Approval r tqo�? -'c)2 (� 2/13/2018 Florida Building Code Online Business s1 . • 1 - , BCIS Home I Log In User Registration ' Hot Topics I Submit Surcharge I Stats&Facts Publications FBC Staff BCIS Site Map1 I Links !Search b a VV.. ,pr 1 ■ -E ;:r'�Product Approval ----- — LG�t� I X USER:Public User QECEIV5b Product Approval Menu>Product or Application Search>Application List>Application Detail J U L 0 9 2019 • FL# FL20378-RI e• Application Type Revision ST. Lucie County, Permitting Code Version 2017 I Application Status Approved 1 l qj'I Comments O'� ®� Archived f ; Product Manufacturer Extreme Metal Fabricators,LLC T C'0VA ��'� Address/Phone/Email 2160 SW Poma DriveAM �■ Palm City,FL 34990 %.P%w �!�e v (772)872-8034 Q v �+ flvalidation@yahoo.com 51 • 6®!J Authorized Signature Richard McKuhen Q ©vy flvalidation@yahoo.com �j d 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/Email 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 the LOCKE BOWDEN 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. != Validation Checklist-Hardcopy Received Certificate of Independence FL20378_111 COI FL 20378.1 NAILSTRIP 1.0 .032 ALUM sss.pdf 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 httpsJ/www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquap/o2flMZ8n5CNV4ZYkew5Zoa%2fE°/p2fovztgibhDVU2dJO4TAAp/o3dp/pad 1/4 S �1 r- r ' 2/13/2018 Florida Building Code Online .Product Approval Method Method 1 Option D Date Submitted 08/18/2017 Date Validated 12/18/2017 Date Pending FBC Approval 10/17/2017 Date Approved 12/19/2017 Summary of Products FL# Model,Number or Name Description 20378.1 01-"1"Nailstrip" 0.032"Aluminum Standing Seam roof panel, 12"wide, mechanically attached to 15/32"plywood or Wood Deck with fasteners. Limits of Use Installation Instructions Approved for use in HVHZ: No FL20378_R1 II FL 20378.1 NAILSTRIP 1.0 .032 Approved for use outside HVHZ:Yes ALUM_sss.pdf 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 Limitations and Evaluation Reports Conditions of Use. Refer to manufacturer's installation FL20378 RI_A_E_FL 20378.1 NAILSTRIP 1.0 .032 instructions. ALUM_sss.Ddf Created by Independent Third Party:Yes 20378.2 02-"1"Nailstrip" 26-gauge Steel Standing Seam roof panel, 16"wide, mechanically attached to 15/32"plywood or Wood Deck with fasteners and adhesive. Limits of Use Installation Instructions Approved for use in HVHZ: No FL20378_RI II FL 20378.2 Extreme Metal Fabricators 26GA Approved for use outside HVHZ:Yes NAIL STRIP 1.0.pdf 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 Limitations and Evaluation Reports Conditions of Use. Refer to manufacturer's installation FL20378_R1_AE_FL 20378.2 Extreme Metal Fabricators instructions. 26GA NAIL STRIP 1.0.pdf Created by Independent Third Party:Yes 20378.3 03-"1.75 Snap Lock" 0.032"Aluminum Standing Seam roof panel, 18"wide, mechanically attached to 15/32"plywood or Wood Deck with panel clips and fasteners. Limits of Use Installation Instructions Approved for use in HVHZ: No FL20378_Rl_II_FL 20378.3 SNAP LOCK ALUM 1.75-ssr.pdf 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 Limitations and FL20378_R1_AE_FL 20378.3 SNAP LOCK ALUM 1.75-ssr.pdf Conditions of Use. Refer to manufacturer's installation Created by Independent Third Party:Yes instructions. 20378.4 04-"1.75"Snap Lock" 24-gauge Steel Standing Seam roof panel, 18"wide, mechanically attached to 15/32"plywood or Wood Deck with panel clips and fasteners. Limits of Use Installation Instructions Approved for use in HVHZ:No FL20378_Ri_II_FL 20378.4_1.75 SNAP LOCK 24GA-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 Limitations and FL20376_R1AE FL 20378.4 1.75 SNAP LOCK 24GA-ssr.odf Conditions of Use. Refer to manufacturer's installation Created by Independent Third Party:Yes instructions. 20378.5 05-"Rib Panel" 29-gauge Steel exposed fastener roof panel,36"wide, mechanically attached to 15/32"plywood or Wood Deck with fasteners. Limits of Use Installation Instructions Approved for use in HVHZ:No FL20378_Rl II FL 20378.5 RIB 29GA 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 Limitations and FL20378_R1 AE FL 20378.5 RIB 29G8_ s�r.pdf Conditions of Use. Refer to manufacturer's installation Created by Independent Third Party:Yes instructions. hftps://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqua%2flMZ8n5CNV4ZYkew5Zoa°/a2fE%2fovztglbhDVU2dJO4TAA%3d%3d 2/4 t. 2/13/2018 _ Florida Building Code Online 20378.6 06-"5V Crimp" 26-gauge Steel exposed fastener roof panel,24"wide, mechanically attached to 15/32"Plywood or Wood Deck w/fasteners. Limits of Use Installation Instructions Approved for use in HVHZ:No FL20378_RI II FL 20378.6 5V Crim D_ssS.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 Method 1 and Method 2 FL20378_R1 AE FL 20378.6 5V Crim D sss.Ddf fastening. Limitations and Conditions of Use.Refer to Created by Independent Third Party:Yes manufacturer's installation instructions. 20378.7 07-"1.5 Standing Seam" 24-gauge Steel Standing Seam roof panel, 16"wide, mechanically attached to 15/32"plywood or Wood Deck with panel clips,fasteners and adhesive Limits of Use Installation Instructions Approved for use in HVHZ: No FL20378_RI II FL 20378.7 JM STANDING SEAM 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 Limitations and FL20378_RI AE FL 20378.7 JM STANDING SEAM ssr.Ddf Conditions of Use. Refer to manufacturer's installation Created by Independent Third Party:Yes instructions. 20378.8 08-"Nordman Tile" 24-gauge Steel metal roof tile panel mechanically attached to 15/32"plywood or Wood Deck with fasteners Limits of Use Installation Instructions Approved for use in HVHZ: No FL20378_R1_II_FL 20378.8_NORDMAN TILE 24GA 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 Limitations and FL20378_R3_AE_FL 20378.8 NORDMAN TILE 24GA ssr.Ddf Conditions of Use. Refer to manufacturer's installation Created by Independent Third Party:Yes instructions. 20378.9 09-"Nordman Tile" 24-gauge Steel metal roof tile panel mechanically attached to Steel Deck with fasteners Limits of Use Installation Instructions Approved for use in HVHZ:No FL20378_R1 II FL 20378.9 Nordman Tile Details-ssr.Ddf Approved for use outside HVHZ:Yes Verified By:James L. Buckner,P.E. @ CBUCK Engineering P.E. Impact Resistant: No #31242 Design Pressure:+N/A/-Table A Created by Independent Third Party:Yes Other:Refer to evaluation report for Limitations and Evaluation Reports Conditions of Use. Refer to manufacturer's installation FL20378_Ri_A_E_FL 20378.9 Nordman Tile Details-ssr.Ddf instructions. Created by Independent Third Party:Yes 20378.10 10-"Nordman Tile" 0.032"Aluminum metal roof tile panel mechanically attached to 15/32"plywood or Wood Deck with fasteners. Limits of Use Installation Instructions Approved for use in HVHZ: No FL20378_R1_II FL 20378.10 NORD TILT.032 ALUM-ssr.pdf 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 Limitations and FL20378_R1_AE_FL 20378.10 NORD TILT.032 ALUM-ssr.Ddf Conditions of Use. Refer to manufacturer's installation Created by Independent Third Party:Yes instructions. Fick Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copfight 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 Approval Accepts: ® c-CfecY. Credit Card 11 Safe f hftps://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDqua%2flMZ8n5CNV4ZYkew5Zoa°/"2fE°/"2fovztglbhDVU2dJO4TAA%3d%3d 3/4 s ManufacturerExtreme Metal Fabricators, LLCJ 2160 SW Poma Drive Palm City, FL 34990 __ (,-772) 872-8034 Florida Product Approval#20378.6 ' . NON Compliant with Florida Building Code 2017 (6th ed.) Compliant with Florida Product Approval Rule #61G20-3 Compliant : Keystone Certifications Product: 5 V Crimp 26GA Metal Roofing Panel Corrosion Resistant FBC Sec. 1507.4.3 Yield strength:40ksi Steel Attached to min. 15/32" plywood or Wood Deck w/ min. Attached 24" 0.42 specific gravity with screws.24" Coverage Coverage Rib Height 3/8" Corrosion Resistant Compliant: FBC Sec. 1506, 1507 Fastener for Method 1 Attachment# 9-15 x 1"Hex Head w/EPDM Bonded Steel Washer to penetrate 3/16"thru wood decking Fastener for Method 2 Attachment#9-15 x 1"Hex Head w/EPDM Bonded Steel Washer to penetrate 3/16"thru 15/32"min. plywood deck or 5/8"into wood plank Underlayment: To be compliant with FBC Sec.1507.1.1 Slope: Shall be in compliance with FBC Sec. 1507. Install Details: Table A Allowable loads METHOD 1 METHOD 2 FASTENER PLACEMENT DESIGN PRESSURE* -85 PSF -114.25 PSF METHOD I INRIB PEAKS ROW SPACING 12"O.C. 12"O.C. METHOD 2 I PANEL"TS FASTENER SPACING 12" O.C. 12"O.C. *SEE INSTALL DRAWINGS FASTENER SIZE: #9 #9 *ALLOWABLE DESIGN PRESSURE MARGIN OF 2 TO 1 Reference Data: HURRICANE TEST LAB#TST ID: 1527 TAS 125-03 Test#0223-0307-01;METHOD 1 (UL 1897-041) TAS-125-03 Test#0223-0517-06,METHOD 2 EQUIVALENCY UL 1897-04 IS EQUIVALENT TO UL 1897-12 TEST STANDARD * DESIGN PRESSURE SAFETY MARIGIN 2:1 Certificate of Independence: Locke Bowden,P.E.does not have,not will acquire a financial interest in any company manufacturing or distributing products under this evaluation. ti.,tti�III II Irl'r rr,, Locke Bowden,P.E.is not owned,operated,or controlled by any company,manufacturer,or distributing, odC�s�s�,ylndef4ly report. •` C>a,`'° ��G f4`;:t `. Li 'Z 4. ZIN-I'A.TE OF 1\ e} ..711•+t J �.=',i"": •ir::iE111ii, 1 `( Compliance Statement: These products herein evaluated have demonstrated compliance with the Florida Building Code 2017 6'ed.,with referenced documents submitted. Limitations: 1. Underlayment to be compliance with current Florida Building Code 2017 61h ed-Section 1507.1.1 2. Products are compliant for State of Florida product approval per Rule 61G20-3 3. Compliance Method: 1-D 4. Fire classification is not part of this acceptance.Shear diaphragm values are outside this report. 5. All support framing compliant w/Florida Building Code 2017,Chapters 22 for Steel,23 for Wood and 16 for Structural Loading. Design of support and attachment to the framing is outside the scope of this evaluation. 6. Rule 61G20-3 allows for engineering analysis by registered/licensed others for"project specific approval"by local authorities,authorized by the code,and is the responsibility of others. 7. This report does not imply warranty,installation,recommended product use outside of this report. Fasteners- -15 Hex-Head Scre%,6 With 5V-Crimp' Root Panel EPDh1 Bonded Steel Washers +' t14:�'"�`i' ..,t�y,��; ir..,t�z.; .y GJJ. G t 7�' ^'iliL 1 r I t� vtI i Deck: -15132"or greater Plywood,or -Wood plank Fasteners- -15 Hex-Head Screws With 5V Crimp" Roof Panel EPDNt Bonded Steel Washers S-A PIS r,. a4tsi>�l! yll 11111. 'Ill K:i ltuii.L'�^"lt tW�# tiill:`� tit y Y_: 7 #r y .3 radtlSsa Deck: -15132"or greater Plywood,or -Wood plank q i l\ /�� lysnu,Ja..rax nOMPADUFARWAK 09 BCIS Home I Log In I User Registration I Hot Topic Submit Surcharge I Stats&Facts I Publications Contact Us I BCIS Site Map, Unks I Search Florida Y:� Product Approval ' ® USER:Pubiic User - C �.V ED Product Approval Menu>Product or Aoplication Search>Application List>Application Detail ,)U L 0 9 2019 • • FL# FL11602-R7 Application Type Revision ST. Lucie County, Permitting Code Version 2017 Application Status Approved Comments Archived l Product Manufacturer Owens Corning Roofing and Asphalt,LLC 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 i.. 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 09/30/2019 Validated By John W. Knezevich,PE X91 Validation Checklist-Hardcopy Received Certificate of Independence FL11602 R7 COI 2018 01 COI NIEMINEN.pdf 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 Equivalence of Product Standards Certified By Sections from the Code 1 \ Product Approval Method Method 1 Option D Date Submitted 08/16/2018 Date Validated 10/08/2018 Date Pending FBC Approval 08/23/2018 Date Approved 10/18/2018 Summary of Products FL# 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 R7 II 2018 09 FINAL2 ER OWENS Approved for use outside HVHZ:Yes CORNING FL11602-R7.1?df Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: +N/A/-45 Created by Independent Third Party:Yes Other: 1.)The design pressure noted herein pertains to use of Evaluation Reports a specific underlayment system beneath foam-on tile sytsems. FL11602 R7 AE 2018 09 FINAL2 ER OWENS Refer to ER Section 5.6.3 for details. 2.) Refer to ER Sections 5 CORNING FL11602-R7.pdf and 6 for other Limits of Use. Created by Independent Third Party:Yes F----c k Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyaght 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 Approval Accepts: P ® ecfiec .'tv;. Credit Card Safe NEMO I etc. Certificate of Authorization#32455 353 Christian Street,Unit#13 Oxford,CT 06478 (203)262-9245 ENGINEER EVALUATE TEST CONSULT CERTIFY REPORT ,EVALUATION Owens Corning Roofing and Asphalt,LLC Evaluation Report 111980.11.08-R8 One Owens Corning Parkway FL11602-117 Toledo,OH 43659 Date of Issuance:11/03/2008 (740)321-6345 Revision 8:09/14/2018 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 I etc. 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 "MEMO 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 7. Prepared by: Robert J.M.Nieminen P.E. The facsimile seal appearing was authorized by Robert Florida Registration No.59166,Florida DCA ANE1983Nieminen,P.E.on 09/14/2018.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. 5. This is a building code evaluation. Neither NEMO I etc.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. 1 NMEMO etc. ROOFING COMPONENT EVALUATION: SCOPE:1. Product Category: Roofing Sub-Category: Underlayment Compliance Statement: Titaniumm Roof Underlayments,as produced by Owens Corning Roofing and Asphalt,LLC, have demonstrated compliance with the intent of the following sections of the 61 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 Property Standard Year 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 3. 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 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 ITS(QUA1673) Quality Control ITS Listings Current ITS(QUA1673) Quality Control Service Confirmation 09/30/2017 • ••DDESCRIPTION: 4.1 Self-Adhering Underlayments: 4.1.1 Titanium'"" PSU-30 is an unreinforced polymer modified bitumen material adhered to the underside of a polymer- coated,synthetic woven sheet. The underside is backed with a release film. Unit weight 24 lbs/square. Meets ASTM D1970 and FRSA/TRI April 2012. NEMO ETC,LLC Evaluation Report 111980.11.08-R8 Certificate of Authorization#32455 0 EDITION(2017)FBC NON-HVHZ EVALUATION F1.11602-117 Titanium Roof Underlayments Revision 8:09/14/2018 Page 2 of 7 NNEMO etc. 4.2 Mechanically Fastened UnderlaVments: 4.2.1 Titan)umT UDL-25 is a synthetic sheet-type underlayment comprised of a woven core coated on one side with a polymer coating. Unit weight 2.5 lbs./square;meets FBC 1507.1.1&R905.1.1(Exception). 4.2.2 Titanium'"' UDL-30 is a synthetic sheet-type underlayment comprised of a woven core coated on both sides with a polymer coating. Unit weight 4.0 lbs./square;meets FBC 1507.1.1&R905.1.1(Exception). 4.2.3 TitaniumTM UDL-50 is a synthetic sheet-type underlayment comprised of a woven core coated on both sides with a polymer coating. Unit weight 4.7 lbs./square;meets FBC 1507.1.1&R905.1.1(Exception). LIMITATIONS:5. 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 forthat 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 COVEROPTIONS ASPHALT WOOD SHAKES UNDERLAYMENT SHINGLES NAIL-ON TILE FOAM-ON TILE METAL &SHINGLES SLATE Titanium PSU=30_ Yes (Dubai,UAEJ Yes Yes Yes. Yes Yes jSee 5311), Titanium PSU-30 Yes Yes No Yes Yes Yes (Brentwood,NH) Titanium UDL-25 Yes No No Yes Yes Yes Yes Yes Titanium UDL-30 Yes (Base sheet int-ply (Base Sheet In 2-ply Yes Yes Yes system) system) Titanium UDL-50 Yes No No Yes Yes Yes 5.5.1 "Foam-On Tile"is limited to use of following Approved tile adhesives/underlayment combinations. TABLE.IA:,ALLOWABLE TILE A.HESIVE/UNDERLAYMENT COMBINATIONS' ADHESIVE FLORIDA PRODUCT APPROVAL UNDERLAYMENTS Dow TileBond'" FL22525 Titanium PSU-30(Dubai,UAE) ICP Adhesives Polyset®AH-160 FL6332 Titanium PSU-30(Dubai,UAE) 1 Refer to Tile Manufacturer's orAdhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. NEIVIO ETC,LLC Evaluation Report 111980.11.08-R8 Certificate of Authorization#32455 6n'EDITION(2017)FBC NON-HVHZ EVALUATION FL11602-117 Titanium Roof Underlayments Revision 8:09/14/2018 Page 3 of 7 MEMO etc. 5.6 Allowable Substrates;Titanium PSU-30: 5.6.1 Direct-Bond to Deck: ➢ New untreated plywood; ➢ Existing untreated plywood,primed as needed with D41 primer to achieve bond. 5.6.2 Bond to Mechanically Attached Base Sheet: ➢ ASTM D226,Type I or II felt. ➢ Titanium UDL-30(primed with D41 primer)or UDL-30(inverted). 5.6.3 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 (Dubai, UAE), self-adhered and back-nailed max. 12" o.c. 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 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 (Dubai, UAE), self-adhered and back-nailed max. 12" o.c. in accordance with Owens Corning Roofing and Asphalt, LLC published installation requirements. #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 (Dubai, UAE), self-adhered and back-nailed max. 12" o.c. in accordance with Owens Corning Roofing and Asphalt, LLC published installation requirements. NEW ETC,LLC Evaluation Report 111980.11.08-R8 Certificate of Authorization#32455 6r"EDITION(2017)FBC NON-HVHZ EVALUATION FL11602-R7 Titanium Roof Underlayments Revision 8:09/14/2018 Page 4 of 7 OMEMO I etc. #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 D.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 (Dubai, UAE), self-adhered and back-nailed 12" o.c. 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 (Dubai, UAE), self-adhered and back-nailed 12" o.c. 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. In this case,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 or Titanium UDL-50 shall not be left exposed for longer than 30-days. Titanium PSU-30 shall not be left exposed for longer than 180-days. 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. LIMITATIONSTABLE 2: TILESLIPPAGE • DIRECT-DECK UNDERLAYMENT TILE PROFILE STAGING METHOD MAXIMUM SLOPE Flat Max.10-tile stack 5:12 Titanium PSU-30(Dubai, UAE) Lugged Max.10-tile stack 6:12 Tiles shall be loaded and staged atop battens,regardless of tile profile or Titanium PSU-30(Brentwood,NH) slope NEMO ETC,LLC Evaluation Report 111980.11.08-R8 Certificate of Authorization#32455 a EDITION(2017)FBC NON-HVHZ EVALUATION FL11602-R7 Titanium Roof Underlayments Revision 8:09/14/2018 Page 5 of 7 OMEMO I etc. 6. INSTALLATION: 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 nailsshall be required where the ultimate design wind speed, V 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. 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. 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: Double layer application;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 as noted in 6.3.3,but maintaining minimum 25-inch side(horizontal)laps,resulting in a double-layer application. 6.4 Titaniumm 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. TitaniumT1 PSU-30 shall be back-nailed max. 12"o.c.in accordance with Owens Corning Roofing and Asphalt, LLC published installation requirements. 6.4.2 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.12"o.c.in accordance with Owens Corning Roofing and Asphalt,LLC published installation requirements. Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. Refer to Table 2 herein,and Owens Corning Roofing and Asphalt,LLC published requirements for tile staging. NEMO ETC,LLC Evaluation Report 111980.11.08-R8 Certificate of Authorization#32455 6TH EDITION(2017)FBC NON-HVHZ EVALUATION FL11602-117 Titanium Roof Underlayments Revision 8:09/14/2018 Page 6 of 7 *NEMO I etc. 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. 6.5.3 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. For adhesive-set tile roofing,refer to Section 5.6.3 herein. Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. Refer to Table 2 herein,and Owens Corning Roofing and Asphalt,LLC published requirements for tile staging. REQUIREMENTS!. 7. 13UILDING PERMIT 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 noted QA agency for information on product locations covered for F.A.C.611320-3 QA requirements. The following plants have qualified products under their respective physical properties specifications. Plant Specification Product(sl Mission,BC,Canada FBC 1507.1.1(Exception) Titanium UDL-30;Titanium UDL-50 Qingdao,China FBC 1507.1.1(Exception) Titanium UDL-25;Titanium UDL-30;Titanium UDL-50 Dubai,UAE FRSA/TRI 04-12(2-ply system) Titanium PSU-30(Dubai,UAE) Brentwood,NH ASTM D1970,FRSA/TRI 04-12 Titanium PSU-30(Brentwood,NH) QUALITY9. Intertek Testing Services NA Inc.—QUA1673;(604)520-3321 -END OF EVALUATION REPORT- NEIVIO ETC,LLC Evaluation Report 111980.11.08-R8 Certificate of Authorization 1132455 0 EDITION(2017)FBC NON-HVHZ EVALUATION F1.11602-117 Titanium Roof Underlayments Revision 8:09/14/2018 Page 7 of 7 !F BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications I Contact Us I BCIS Site Map I Links I Search Florida 4-0 Product Approval USER:Public User RECeIVE® 8k�ax�ctl:wrr� Product Approval Menu>Product or Aonlication Search>Application List>Application Detail JULQ Z.19 • FL# FL1654-R23 Application Type Revision ST. Lucie County, Permitting Code Version 2017 Application Status Approved Comments Archived C3 Product Manufacturer POLYGLASS USA Address/Phone/Email 1111 W.Newport Center Drive Deerfield Beach,FL 33442 (954)233-1330 Ext 242 malpert@polyglass.com Authorized Signature Maury Alpert malpert@polyglass.com Technical Representative Maury Alpert Address/Phone/Email 1111 W.Newport Center Drive Deerfield Beach,FL 33442 (912)429-8610 MAlpert@polyglass.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Modified Bitumen Roof System 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 UL LLC Quality Assurance Contract Expiration Date 09/13/2021 Validated By John W.Knezevich,PE v°E Validation Checklist-Hardcopy Received Certificate of Independence FL1654 R23 COI 2018 01 COI NIEMINEN.pddf, Referenced Standard and Year(of Standard) Standard Year ASTM D6162 2008 ASTM D6163 2008 ASTM D6164 2011 ASTM D6222 2011 ASTM D6509 2009 FM 4470 2012 FM 4474 2011 UL 1897 2012 Equivalence of Product Standards 4W Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/08/2018 Date Validated 10/13/2018 Date Pending FBC Approval 10/21/2018 Date Approved 12/11/2018 Summary of Products FL# Model,Number or Name Description 1654.1 Polyglass SBS and APP Modified SBS and APP modified bitumen roof systems Bitumen Roof Systems Limits of Use Installation Instructions Approved for use in HVHZ:No FL1654 R23 II 2018 10 FINAL Al ER POLYGLASS MODBIT FL1654- Approved for use outside HVHZ:Yes R23.Ddf Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: +N/A/-622.5 Created by Independent Third Party:Yes Other: 1.)The design pressure in this application Evaluation Reports relates to one particular assembly over concrete deck. FL1654 R23 AE 2018 10 FINAL ER POLYGLASS MODBIT FL1654- Refer to the ER Appendix for other systems and deck 1123.12-df types.2.)Refer to ER,Section 5 for other Limits of Created by Independent Third Party:Yes 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.Copydght 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 Approval Accepts: I�K��. W17-41 4 Credit Card Safe NEW etc. Certificate of Authorization#32455 353 Christian Street, Unit#13 Oxford,CT 06478 (203)262-9245 ENGINEER EVALUATE TEST CONSULT CERTIFY REPORTEVALUATION Polyglass USA,Inc. Evaluation Report P9290.02.08-R21 150 Lyon Drive FL1654-R23 Fernley,NV 89408 Date of Issuance:02/11/2008 (954)233-1330 Revision 21:10/08/2018 SCOPE: This Evaluation Report is issued.under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida.The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code. The product described herein has been evaluated for compliance with the 6"Edition(2017)Florida Building Code sections noted herein. DESCRIPTION: Polyglass SBS and APP Modified Bitumen Roof Systems 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 I etc. 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 4,plusa 65-page Appendix. Prepared by: 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 10/08/2018.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. 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. NNEMOletc. ROOFING SYSTEMS EVALUATION: KNE •• Product Category: Roofing Sub-Category: Modified Bitumen Roof Systems Compliance Statement: Polyglass SBS and APP Modified Bitumen Roof Systems,as produced by Polyglass USA, Inc., have demonstrated compliance with the following sections of the 6th Edition (2017) Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations/Conditions of Use set forth herein. STANDARDS:2. Section Property Standard Year 1504.3.1 Wind FM 4474 2011 1504.3.1 Wind UL 1897 2012 1504.7 Impact FM 4470 2012 1507.11.2 Physicals ASTM D6162 2008 1507.11.2 Physicals ASTM D6163 2008 1507.11.2 Physicals ASTM D6164 2011 1507.11.2 Physicals ASTM D6222 2011 1507.11.2 Physicals ASTM D6509 2009 3. REFERENCES: Entity Exam Reference Date Entity Exam Reference Date ERD(TST6049) Physicals P10490.10.08-2 10/30/2008 FM(TST1867) FM 4470 2DOAO.AM 12/23/1998 ERD(TST6049) FM 4470/4474 P13760.09.09 09/10/2009 FM(TST1867) FM 4470 2D5A9.AM 06/22/1999 ERD(TST6049) FM 4470/4474 P13770.09.09 09/10/2009 FM(TST1867) FM 4470 3006646 01/04/2000 ERD(TST6049) FM 4470/4474 P30540.11.09-111 11/30/2009 FM(TST1867) FM 4470 3001334 01/25/2000 ERD(TST6049) FM 4470/4474 P30550.12.09 12/02/2009 FM(TST1867) FM 4470 3001334 02/15/2000 ERD(TST6049) Physicals P33960.12.30 12/30/2010 FM(TST1867) FM 4470 3000857 01/12/2000 ERD(TST6049) FM 4470/4474 P33970.03.11 03/15/2011 FM(TST1867) FM 4470 3004091 01/12/2000 ERD(TST6049) Physicals P37590.03.13-3A 03/06/2013 FM(TST1867) FM 4470 3006115 05/02/2001 ERD(TST6049) FM 4470/4474 P39680.03.13 03/04/2013 FM(TST1867) FM 4470 3012321 07/29/2002 ERD(TST6049) Physicals P37590.03.13-1-R1 06/26/2013 FM(TST1867) FM 4470 3014692 08/05/2003 ERD(TST6049) Physicals P37590.03.13-2-RS 07/01/2013 FM(17ST1867) FM 4470 3014751 08/27/2003 ERD(TST6049) Physicals P37590.07.13-2 07/01/2013 FM(TST1867) FM 4470 3007170 01/13/2004 ERD(TST6049) Physicals P37590.03.13-5-R1 07/01/2013 FM(TST1867) FM 4470 3019317 06/30/2004 ERD(TST6049) Physicals P37590.07.13-1 07/02/2013 FM(rST1867) FM 4470 3020703 07/30/2004 ERD(TST6049) FM 4470/4474 P41630.08.13 08/06/2013 FM(TST1867) FM 4470/4474 3018332 01/31/2006 ERD(TST6049) Physicals P45940.09.13 09/04/2013 FM(TST1867) FM 4470/4474 3023368 03/20/2006 ERD(TST6049) Physicals P44370.10.13 10/04/2013 FM(TST1867) FM 4470/4474 3024594 05/23/2006 ERD(TST6049) Physicals P39520.09.14-2 09/11/2014 FM(TST1867) FM 4470/4474 3023458 07/18/2006 ERD(TST6049) FM 4470/4474 SC6160.11.14 11/10/2014 FM(TST1867) FM 4470/4474 3030668 09/12/2007 ERD(TST6049) Physicals P45440SC.03.15-1 03/31/2015 FM(TST1867) FM 4470/4474 3032172 06/12/2009 ERD(TST6049) Physicals SC5170.05.15 05/08/2015 FM(TST1867) FM 4470/4474 3049631 04/21/2014 ERD(TST6049) FM 4474 SC8085.05.15 05/19/2015 FM(TST1867) FM 4470/4474 3057029 02/02/2017 ERD(TST6049) Physicals SC5170.12.15 12/29/2015 NEMO(TST6049) Criticality 4S-PLYG-18-001.06.18 06/23/2018 ERD(TST6049) FM 4470/4474 SC9455.15 04/01/2016 NEMO(TST6049) FM 4474 4L-PLYG-18-003.08.18 08/21/2018 ERD(TST6049) FM 4470/4474 PLYG-SC8905.05.16-1 05/17/2016 NEMO(TST6049) FM 4474 PLYG-Cl,C3,C4,C5,C8 09/21/2018 ERD(TST6049) FM 4470/4474 PLYG-SC8905.05.16-2 05/17/2016 NEMO(TST6049) Criticality 4S-PLYG-18-001.10.18 10/03/2018 ERD(TST6049) FM 4470/4474 PLYG-SC10815.07.16-R1 09/23/2016 PRI(TST5878) Physicals PUSA-062-02-01 12/04/2007 ERD(TST6049) UL1897 PLYG-SC12025.10.16 10/12/2016 PRI(TST5878) Physicals PUSA-061-02-02 01/28/2008 ERD(TST6049) FM 4470/4474 PLYG-SC11475.16 11/17/2016 PRI(TST5878) Physicals PUSA-064-02-02 02/27/2008 ERD(TST6049) FM 4470/4474 PLYG-SC13235.01.17 01/17/2017 PRI(TST5878) Physicals PUSA-062-02-02 12/04/2008 ERD(TST6049) FM 4470/4474 PLYG-SC13920.05.17 05/30/2017 PRI(TST5878) TAS 114 PUSA-188-02-01 02/08/2017 ERD(TST11294) FM 4470/4474 PLYG-CTL13945.05.17-1 05/30/2017 PRI(TST5878) TAS 114 PUSA-188-02-02 02/08/2017 ERD(TST11294) FM 4470/4474 PLYG-CTL13945.05.17-3 05/30/2017 PRI(TST5878) TAS 114 PUSA-188-02-03 02/08/2017 ERD(TST6049) FM 4470/4474 PLYG-SC13945.05.17 05/30/2017 PRI(TST5878) TAS 114 PUSA-202-02-01 05/17/2017 ERD(TST6049) FM 4470/4474 PLYG-SC15760.09.17 09/11/2017 PRI(TST5878) TAS 114 PUSA-202-02-02 05/17/2017 FM(TST1867) FM 4470 2W7A7.AM 08/04/1994 M-D(CER1592) HVHZ Various NOAs Various FM(TST1867) FM 4470 OD3A3.AM 04/04/1997 M-D(CER1592) Prop.for Rev. 30-0823 10/12/2010 UL(QUA9625) Quality Control Service Confirm 09/13/2018 NEMO ETC,LLC Evaluation Report P9290.02.08-1121 Certificate of Authorization#32455 0 EDITION(2017)FBC NON-HVHZ EVALUATION FL1654-R23 Polyglass Modified Bitumen Roof Systems;(954)233-1330 Revision 21:10/08/2018 Page 2 of 4 l� ONEMO etc. 4. PRODUCT DESCRIPTION: This Evaluation Report covers Polyglass Modified Bitumen Roof Systems installed in accordance with Polyglass USA, Inc. published installation instructions and the Limitations / Conditions of Use herein. The following Polyglass membranes make up the subject systems. TABLE 1:ROLL-GOODS FOR POLYGLASS MODIFIED BITUMEN ROOF SYSTEMS Type Product Specification_ _ Reference Grade Type Polyglass G2 Base ASTM D4601 N/A II Base Sheets Polyflex SA Base ASTM D4601 N/A II Polyglass APP Base ASTM D6509 N/A N/A Polyglass HT Base 650 ASTM D6162 S III Elastobase ASTM D6163 S I Elastoflex V ASTM D6163 S I Elastoflex SA V Base ASTM D6163,Table 2 S I Elastoflex SA V FR Base ASTM D6163,Table 2 S I SBS Membranes Elastoflex SA V Plus ASTM D6163 S I Elastoflex SA V Plus FR ASTM D6163 S I Elastobase Poly ASTM D6164 5 I Elastoflex S6 ASTM D6164 S I Elastoflex S6 Type II ASTM D6164 S II Elastoflex VG ASTM D6163 G I Elastoflex VG FR ASTM D6163 G I Elastoflex S6 G ASTM D6164 G I Elastoflex S6 G FR ASTM D6164 G I Polyfresko G SBS(sand or poly-film back) ASTM D6164 G I Polyfresko G SBS FR(sand or poly-film back) ASTM D6164 G I SBS Membranes Elastoshield TS G ASTM D6164 G I Elastoshield TS G FR ASTM D6164 G I Elastoflex SA P ASTM D6164 G I Elastoflex SA P FR ASTM D6164 G I Polyreflect ASTM D6164 S I Polyflex ASTM D6222 S I Polyflex G ASTM D6222 G I Polyflex G FR ASTM D6222 G I Polyfresko G ASTM D6222 G I Polyfresko G FR ASTM D6222 G I APP Membranes Polybond ASTM D6222 S I Polybond G ASTM D6222 G I Polyflex SA P ASTM D6222 G I Polyflex SA P FR ASTM D6222 G I Polyfresko G SA ASTM D6222 G I Polykool ASTM D6222 S I 5. 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 Refer to a current Approved Roofing Materials Directory for fire ratings of this product. 5.4 For steel deck installations,foam plastic insulation shall be separated from the building interior in accordance with FBC 2603.4 unless the exceptions stated in FBC 2603.4.1 and 2603.6 apply. NEMO ETC,LLC Evaluation Report P9290.02.08-1121 Certificate of Authorization#32455 0 EDITION(2017)FBC NON-HVHZ EVALUATION FL16S4-R23 Polyglass Modified Bitumen Roof Systems;(954)233-1330 Revision 21:10/08/2018 Page 3 of 4 MEMO etc. 5.5 The roof system evaluation herein pertains to above-deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the'roof deck shall be documented through proper codified and/or FBC Approval documentation. 5.6 For recover installations,the existing roof shall be examined in accordance with FBC 1511. 5.7 For mechanically attached insulation or membrane or strip-bonded insulation,the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16. 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, Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention.Data Sheet 1-29(January 2016)for Zone 2/3 enhancements. 5.8 For assemblies with all components fully bonded in place,the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16. No rational analysis is permitted for these systems. 5.9 For mechanically attached insulation or membrane over existing roof decks,fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. Testing rand analysis shall be in accordance with ANSI/SPRI FX-1 or Testing Application Standard TAS 105. 5.10 For bonded insulation or membrane over existing substrates in a re-roof(tear off)or recover installation,the existing deck or existing roof surface shall be examined for compatibility with the adhesive to be installed. If any surface conditions exist that bring system performance into question,field uplift testing in accordance with ANSI/SPRI IA-1, ASTM E907, FM Loss Prevention Data Sheet.1-52 or Testing Application Standard TAS 124 shallbe conducted on mock-ups of the proposed new roof assembly. 5.11 For bonded insulation or membrane over existing substrates in a recover installation,the existing roof system shall be capable of resisting project design pressures on its own merit to the satisfaction of the Authority Having Jurisdiction, as documented through field uplift testing in accordance with ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124. 5.12 Metal edge attachment (except gutters), shall.be designed and installed for wind loads in accordance with FBC Chapter 16 and tested for resistance in accordance with ANSI/SPRI ES-1 or Roofing Application Standard RAS 111, except the basic wind speed shall be determined from FBC Figure 1609.3(l),1609.3(2)or 1609.3(3). 5.13 All products in the roof assembly shall have quality assurance in accordance with FAC Rule 61G20-3. INSTALLATION:6. 6.1 Polyglass Modified Bitumen Roof Systems shall be installed in accordance with Polyglass USA, Inc. published installation instructions,subject to the Limitations/Conditions of Use noted herein. 6.2 System attachment requirements for wind load resistance are set forth in Appendix 1. "MDP"= 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 FBC 1609 for determination of design wind loads. REQUIREMENTS:7. BUILDING PERMIT 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 noted QA agency for information on product locations covered for F.A.C.Rule 61G20-3 QA requirements QUALITY9. UL LLC—QUA9625;(314)578-3406,k.chancellor@us.ul.com -THE 65-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT- NEMO ETC,LLC Evaluation Report P9290.02.08-R21 Certificate of Authorization#32455 a EDITION(2017)FBC NON-HVHZ EVALUATION FL1654-R23 Polyglass Modified Bitumen Roof Systems;(954)233-1330 , Revision 21:10/08/2018 Page 4 of 4 4= ONEMOjetc. APPENDIX 1:ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE TABLE DECK APPLICATION TYPE DESCRIPTION' PAGE 3A Wood New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 5 1B Wood New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 5-9 1C Wood New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 30-11 1D Wood New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 12 1E Wood New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 12-14 1F Wood New,Reroof(Tear-Off)or Recover D Insulated,Mach.Attached Base Sheet,Bonded Roof Cover 15-17 1G Wood New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet(nails),Bonded Roof Cover 18-21' 1H Wood New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet(screws&plates),Bonded Roof Cover 21-25 1 11 Wood New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 26 2A Steel or Structural concrete New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 27-29 2B Steel or Structural concrete New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 30-34 2C Steel or Structural concrete New,Reroof(Tear-Off)or Recover D Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 35-37 3A Structural concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 38-46 3B Structural concrete New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 46 4A Lightweight concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 47-49 4B Lightweight concrete New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 50 4C Lightweight concrete New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 51-53 5A Cementitious wood fiber New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 54 5B Cementitious wood fiber New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 55 SC Cementitious wood fiber New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 56 SD Cementitious wood fiber New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 56 SE Cementitious wood fiber New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 56 6A Existing gypsum Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 57-59 6B Existing gypsum Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 59 6C Existing gypsum Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 60 6D Existing gypsum Reroof(Tear-Off)or RecoverE Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 60 7A Various Recover A-1 Bonded Insulation,Bonded Roof Cover 61-65 i 7B Various Recover F Non-Insulated,Bonded Base Sheet,Bonded Roof Cover 65 The following notes apply to the systems outlined herein: 1. The roof system evaluation herein pertains to above-deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 2. Insulation/base sheet fasteners shall be of sufficient length for the following deck engagement: ➢Wood: Minimum 0.75-inch penetration. ➢Steel: Minimum 0.75-inch penetration and engage the top flute of the steel deck. ➢Structural concrete: Minimum 1-inch embedment into pilot hole in accordance with fastener manufacturer's published installation instructions. NEMO ETC,LLC Evaluation Report P9290.02.08-1121 for F11654-1123 Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVH2 EVALUATION Revision 21:10/08/2018 Prepared by: Robert Nieminen,PE-59166 Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 1 of 65 ONEMOletc. 3. Unless otherwise noted,insulation maybe anyone layer or combination of polyisocyan u rate,polystyrene,wood fiberboard,perlite,gypsum-based roof board or mineral-wool roof board that meets the OA requirements of F.A.C.Rule 61G20-3 and is documented as meeting FBC 1505.1 and,for foam plastic,FBC Chapter 26,when installed with the roof cover. 4. Minimum 200 psi,minimum 2-inch thick lightweight insulating concrete may be substituted for rigid insulation board for System Type D(mechanically attached base sheet,bonded roof cover),whereby the base sheet fasteners are installed through the LWIC to engage the structural steel or concrete deck. The structural deck shall be of equal or greater configuration to the steel and concrete deck listings. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 5. Preliminary insulation attachment for System Type D:Unless otherwise noted,refer to Section 2.2.10.1.3 of FM Loss Prevention Data Sheet 1-29(January 2016). 6. Unless otherwise noted,insulation adhesive application rates are as follows. Ribbon or bead width is at the time of application;the ribbons/beads shall expand as noted in the manufacturer's published instructions. ➢ Hot asphalt(HA): Full coverage at 25-30 lbs/square. ➢ Dow INSTA STIK Quik Set Insulation Adhesive(D-IS): Continuous 0.75 to 1-inch wide ribbons,12-inch o.c. ➢ Millennium One Step Foamable Adhesive(M-OSFA): Continuous 0.25 to 0.5-inch wide ribbons,12-inch o.c. ➢ Millennium PG-1 Pump Grade Adhesive(M-PGI): Continuous 0.25 to 0.5-inch wide ribbons,12-inch o.c. ➢OMG OlyBond 500(OB500): Continuous 0.75 to 1-inch wide ribbons,12-inch o.c.(PaceCart or SpotShot). Note: OlyBond Green may be used where OlyBond 500 is referenced. ➢OlyBond Classic(OB Classic): Full coverage at 1 gal/square. ➢ ICP Adhesive&Sealants Polyset CR-20: Continuous 2.5-3.5-inch wide ribbons,12-inch o.c. ➢Note: When multiple layers(s)of insulation and/or coverboard are installed in ribbon-applied adhesive,board joints shall be staggered. ➢Note: The maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be not less than one-half the specified ribbons spacing. 7. Unless otherwise noted,all insulations are flat-stock or taper board of the minimum thickness noted. Tapered polyisocyanu rate at the following thickness limitations may be substituted with the following Maximum Design Pressure(MDP)limitations. In no case shall these values be used to'increase'the MDP listings in the tables;rather if MDP listing below meets or exceeds that listed for a particular system in the tables,then the thinner board listed below may be used as a drop-in for the equivalent thicker material listed in the table: ➢ Millennium One Step Foamable Adhesive(M-OSFA): MDP -157.5 psf (Min.0.5-inch thick) ➢ Millennium PG-1 Pump Grade Adhesive(M-PG1): MDP -157.5 psf (Min.0.5-inch thick) ➢ OMG OlyBond 500(OB500): MDP -45.0 psf (Min.0.5-inch thick Multi-Max FA-3) ➢ OMG OlyBond 500(OB500): MDP -187.5 psf (Min.0.5-inch thick ISO 95+GL) ➢ OMG OlyBond 500(06500): MDP -315.0 psf (Min.0.5-inch thick ENRGY 3) ➢ OMG OlyBond 500(OB500): MDP -487.5 psf (Min.0.5-inch thick ACFoam II) ➢ ICP Adhesives&Sealants Polyset CR-20: MDP -117.5 psf (Min.1.0-inch thick) 8. Bonded polyisocyanurate Insulation boards shall be maximum 4 x 4 ft. 9. For mechanically attached components or partially bonded insulation,the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16,and 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,Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk*carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29(January 2016)for Zone 2/3 enhancements. 10. For fully bonded assemblies,the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16,and no rational analysis is permitted. 11. For mechanically attached components over existing decks,fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. Testing and analysis shall be in accordance with ANSI/SPRI FX-1 or Testing Application Standard TAS 105. 12. For existing substrates in a bonded recover or re-roof installation,the existing roof surface or existing roof deck shall be examined for compatibility and bond performance with the selected adhesive,and the existing roof system(for recover)shall be capable of resisting project design pressures on its own merit to the satisfaction of the Authority Having Jurisdiction,as documented through field uplift testing in accordance with ANSI/SPRI IA-1,ASTM E907,FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124. 13. For Recover Applications using System Type D,the insulation is optional;however,the existing roof system shall be suitable for a recover application. NEMO ETC,LLC Evaluation Report P9290.02.08-1121 for FL1654-R23 Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 21:10/08/2018 Prepared by: Robert Nieminen,PE-59166 Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 2 of 65 NNEMOletc. TABLE 111: WOOD DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF) SYSTEM TYPE F:NON-INSULATED,BONDED ROOF COVER Roof Cover(Note 15) MDP(psf) System Deck(Note i) Primer No. Joint Treatment Base Ply Ply Cap Ply W-170 Min.15/32- None None SBS-SA (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS- -90.0 Inch plywood TA,APP-TA TA,APP-TA W-171 Min.15/32- (Optional)PG100 None Polyflex SA Base (Optional)APP-TA APP-TA -90.0 inch plywood r 'Miri.15(32 —(OpfionaI)-SBSSA,SBS-®""SBS=SA,APP:SA'SBS—-- ,W-172—_ PG100 None SBSSA -97.5 inch plywood TA,APP-TA TA APP-TA i Min.15/32- Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus,rolled into Elastoflex SA V Base or (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS- -97.5 W-173 inch plywood (Optional)PG100 place to create continuous bond. Elastoflex SA V FR Base TA,APP-TA TA,APP-TA Min.15/32- (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS- W-174 inch plywood POLYBRITE 745 None SBS-SA TA,APP-TA TA,APP-TA 105.0 W-175 Min.15/32- (Optional)PG100 Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus,rolled into Elastoflex SA V Plus or (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS- -135.0 inch plywood place to create continuous bond. Elastoflex SA V Plus FR TA,APP-TA TA,APP-TA Min.15/32- Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus,rolled into W-176 Inch plywood (Optional)PG100 place to create continuous bond. Polyflex SA Base (Optional)APP-TA APP-TA 135.0 NEMO ETC,LLC Evaluation Report P9290.02.08-R21 for FL1654-R23 Certificate of Authorization#32455 6-EDITION(2017)FBC NON-HVHZ EVALUATION Revision 21:10/08/2018 Prepared by: Robert Nieminen,PE-59166 Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 26 of 65