The URL can be used to link to this page

Home My WebLink AboutPRODUCT APPROVALSFlorida Building Code Online 6 `L J �� Page 1 of 2 nor Business & ProfessionalRegulation r acts Home ' Log In User Registration : Hot Topics Submit Surcharge Stats & Facts publications Contact Us acts Site Map Links Search E ndar SCANNED d �Product Approval BY I USER: Public User St. Lucie County QEcevED product Amroval Menu > Product or Awticanon search > Application Ust > application Detail flC1 0 9�19 FL# FL2569-1115 palfft rJcpa�CtpeP Application Type Revision R+Ing Code Version 2017 St• L� Application Status Approved Comments Archived J Product Manufacturer Soprema, Inc. (Canada) Address/Phone/Email 1640 rue Haggerty Drummondville, NON -US 00000 (819) 478-2400 memathieu @so prema. ca Authorized Signature Marc -Etienne Mathieu memath ieu@soprema.ca Technical Representative Marc-Etlenne Mathieu Address/Phone/Email 1688 Jean-Berchman: (819) 478-2400 Ext 3327 memathleu@soprema.ca Quality Assurance Representative Jean -Francois Cote, Ph.D. Address/Phone/Email 1640 rue Haggarty Drummondville (888) 811-3145 jfmte@soprema.ca Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer D Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert J. M. Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 07/18/2020 Validated By John W. Knezevich, PE W-1 Validation Checklist - Hardcopy Received Certificate of Independence FL2569 R15 COI 2019 01 COI NIEMINEN.odf Referenced Standard and Year (of Standard) Standard ASTM D1970 ASTM D4798 Year 2015 2011 https://www.floridabuilding.orglprlpr app_dtl.aspx7param=wGEVXQwtDgsKQFEnckB108Erx1Ud3xY1muOx4D4w6QYF86ORoj... 5/14/2019 Florida Building Code Online Page 2 of 2 ASTM D6163 FM 4474 FRSA/TRI April 2012 (04-12) UL 1897 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 02/20/2019 Date Validated 02/21/2019 Date Pending FBC Approval 03/02/2019 Date Approved 04/16/2019 Summary of P� roducts r 2008 2011 2012 2012 FL# Model, Number or Description Name 2569.1 Soprema Roof Self adhering roof underlayments Underlayments Limits of Use Installation Instructions Approved for use in HVHZ: No FL2569 R15 II 2019 02 FINAL ER SOPREMA CA UNDERLAYMENTS FL2569- 1115.odf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Robert Nleminen, P.E. PE-59166 Design Pressure: +N/A/-150 Created by Independent Third Party: Yes Limits of Use. 2.) The design pressure FL2569 R15 AE 201902 FINAL R SOPREMA CA UNDERLAYMENTS 756 - R15.?df noted herein pertains to underlayment systems used beneath adhesive -set the Created by Independent Third Party: Yes systems. Refer to ER Section 5.6.4 for details. Beck N® The State of Florida Is an AA/EEO employer. Caovriaht 2007,2011 State of Flodda. ;; Pdvacv Statement:: Accessibility Statement :: ReAund Statement Under Florida law, small addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by tradftlonal mall. If you have any questions, please contact 650.487.1395. -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 ¢mails provided may be used for official cammunicotion 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 emall address which an be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick JuM. Produet Approval Aec": ®®®®■ . Credit Card .af@ https://www.floridabuilding.orglprlpr_app_dtl.aspx?param=wGE VXQwtDgsKQFEnck]3l08Erxl Ud3xYlmuOx4D4w6QYF86ORoj... 5/ 14/2019 r- BY Palm City, FL 34990 St. Lucie County ,-77,2%Q„_on2A Compliant with Florida Building Code 2017 (61h ed.) Compliant with Florida Product Approval Rule # 61G20-3 Compliant: Keystone Certifications Product: 5 V Crimp 26GA Steel Roof Panel FBC Sec. 1507.4.2 Yield strength: 50 ksi min.; Attached to min.15/32" plywood or Wood Deck w/ min. 0.42 specific gravity with screws. 24" Coverage Rib Height 3/8" Corrosion Resistant Compliant: FBC Sec. 1507.4.3 Fastener 1 (Method 1 Attachment): #9 x 1-1/2" Hex -Washer Head wood screw* to penetrate 3/16" min, thru deck or 5/8" embedment into wood plank. (*or sufficient length to meet requirements) Fastener 2 (Method 2,3, & 4 Attachment): #10 x 1-1/2" Hex -Washer Head wood screw* to penetrate 3/16" min. thru deck or 5/8" embedment into wood plank. (*or sufficient length to meet requirements) Underlayment: To be compliant with FBC Sec. Chart 1507.1.1 Slope: Shall be in compliance with FBC Sec. 1507. See Fastener attachment specifications above Install Details: Table A Allowable Loads METHOD 1 METHOD 2 METHOD 3 METHOD 4 DESIGN PRESSURE* -86 PSF -93.5 PSF -101 PSF -228 PSF ROW SPACING 16" o.c. 16" o.c. 8" o.c. 6" o.c. FASTENER SPACING (ALONG Panel width) 12" o.c. 12" o.c. 12" o.c. 12" o.c. FASTENER SIZE #9 #10 #10 #10 Reference Data: ARCHITEcrURAL TESTING, INC. TST ID#:1527 UL 590-06 & 1897-041 Test Report DM893.01-450-18 05/02/14 Test Report F3366.01-450-18 12/18/15 TAS 125-03 Test Report D05893.02-450-18 07/22/14 *EQUIVALENCY-UL 1897-04 is equivalent to test standard UL 1897-1�Ylrtlr *Design pressure margin of safety2:1 te. Locke Bowden, P.E. does not have, not will acquire a financial in-tI9 `�(l�cq under this evaluation. Locke Bowden, P.E. is not owned, operated, or controlled by a& companVpmM report. or distributing products products under this FL17022.1 5V Crimp (26GA Steel), 24" Wide Roof Panel - Details Limitations: 1. Underlayment to be compliance with current Florida Building Code (FBC)2017 61h ad. 2. Minimum slope to be compliant with Florida Building Code 2017 611, ad., 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 specific approval by local authorities w/jurisdiction is allowed by other registered engineers. 5. Fire classification is not part of this acceptance. Shear diaphragm values are outside this report. 6. Support framing in compliance w/FBC 2017 6U ad., Chapter 22 for Steel, Chapter 23 for Wood and Chapter 16 for Structural Loading. 7. This report does not imply warranty, installation, recommended product use outside of this report. 15W a greater Plywood, or Vbod Bank 12' 3V Panel Overlap — Fasteners - #9"1-112'Min. or #10 • IA W Min. par7gbk A' for Row SV Crimp Roof Panel Spacing and Design Pnossum Hex Washer Head Wood SaeWe Panel Profile Nominall2" Nominall2" O.C. o.c. Fasten x 1-1/2" Min. or #10 x 1-1/2" Min. per Table "A" Hex Nfisher Head Screw Spaced 12" o.c. across the Panel Wdth Refer to Table "A" for Spacing Along Panel Length Deck-15/32" or greater Plywood, or -Wood plank BY Palm City, FL 34990 St. Lucie County (7721872-8034 _Compliant with Florida Building Code 2017_(6' ed.) Compliant with Florida Product Approval Rule # 61G20-3 Compliant: Keystone Certifications Product: 5 V Crimp 26GA Steel Roof Panel FBC Sec. 1507.4.2 eo OCS 10�9 01L a� QecmR�`a 5 Yield strength: 50 ksi min.; Attached to min.15/32" plywood or Wood Deck w/ min. 0.42 specific gravity with screws. 24" Coverage Rib Height 3/8" Corrosion Resistant Compliant: FBC Sec. 1507.4.3 Fastener 1(Method 1 Attachment): #9 x 1-1/2" Hex -Washer Head wood screw* to penetrate 3/16" min. thru deck or 5/8" embedment into wood plank. (*or sufficient length to meet requirements) Fastener 2 (Method 2,3, & 4 Attachment): #10 x 1-1/2" Hex -Washer Head wood screw* to penetrate 3/16" min. thru deck or 5/8" embedment into wood plank. (*or sufficient length to meet requirements) Underlayment: To be compliant with FBC Sec. Chart 1507.1.1 Slope: Shall be in compliance with FBC Sec.1507.. See Fastener attachment specifications above Install Details: Table A Allowable Loads METHOD i METHOD 2 METHOD 3 METHOD 4 DESIGN PRESSOR_ E* -86 PSF -93.5 PSF -101 PSF -228 PSF ROW SPACING 16" O.C. 16" O.C. 8" o.c. 6" O.C. FASTENER SPACING (ALONG Panel width) 12" o.c. 22" O.C. 12" o.c. 12" o.c. FASTENER SIZE #9 #10 #10 #10 Reference Data: ARCHITECTURAL TESTING, INC. TST IN: IS27 UL 580-06 & 1897-041 Test Report DS893.01-450-18 05/02/14 Test Report F3366.01-450-18 iz/18/15 TAS 125-03 Test Report D05893.02-450-18 07/22/14 *EQUIVALENCY-UL 1897-04 is equivalent to test standard UL 1897-1 1111r *Design pressure margin of safety 2:1 Locke Bowden, P.E. does not have, not will acquire a financial int*V-&li under this evaluation. IP 'V•% Locke Bowden, P.E is not owned, operated, or controlled by apy comp: report. s ,f ; D. UO or distributing products products under this ST m Ur — : r4;7r3/lj7 c FL17O22.1 5V Crimp (26GA Steel), 24" Wide Roof Panel -Details Limitations: 1. Underlayment to be compliance with current Florida Building Code (FBC)2017 61h ed. 2. Minimum slope to be compliant with Florida Building Code 2017 6th ed., and per with Manufacturer's installation reference. 3. Products are compliant for State of Florida product approval per Rule 61 G20-3. Compliance Method: 1-D 4. Engineering analysis for "project specific approval by local authorities wfjurisdiction is allowed by other registered engineers. 5. Fire classification is not part of this acceptance. Shear diaphragm values are outside this report. 6. Support framing in compliance w/FBC 2017 6th ed., Chapter 22 for Steel, Chapter 23 for Wood and Chapter 16 for Structural Loading. 7. This report does not imply warranty, installation, recommended product use outside of this report. W ianT orgreaterPpcw, or Nbod plank —Fasteners- #9.1-M'Mln. or #10-1-12'Min. pwTaWA-IorRow SVhirrp Roof Panel Spadng andDosign Pressures Hex Washer Head Wood Saews Panel Profile Nominal12" Nor O.C. i O.C. ' Fasten x 1-1/2"Min. or #10 x 1-1/2" Min. per -fable "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 V1bod plank Florida Building Code Online �j ' V Business & r acts Home I Login user Registration i Hot Topic Submit Sumba a5ta{(, P�,FareS publications I Contact us 1 aQS Site Map Links search dbL4&% � r BY ®Product Approval Fl aaeR:wh"`aaa St. Lucie county �C�ED r.�°sec, ,v+rr Prodect Aoereval Menu > Product or Application Search > BppuraHen LJS<> Application Ceteil FL # FL2569-R15 a a�� %eW - - Application Type Revision Code Version 2017 St. Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida Ucense Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Soprema, Inc. (Canada) 1640 rue Haggarty Drummondville, NON -US 00000 (819)478-2400 memathieu@soprema.ca Marc -Etienne Mathieu memathieu@soprema.ca Marc -Etienne Mathieu 1688 Jean-Berchmans-Michaud urummonavuie, nun -us U (819) 478-2400 Ext 3327 Jean -Francois Cote, Ph.D. 1640-rue Haggarty Drummondville (888) 811-3145 jfcnte@soprema.ca Roofing Underlayments Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report - Hardcopy Received Robert J. M. Nleminen PE-59166 UL LLC 07/18/2020 John W. Knezevich, PE 2 Validation Checklist Standard ASTM D1970 ASTM D4798 Hardoopy Received Year 2015 2011 httpsJ/www.floridabuildmg.orgtpr/pr app_dU.aspx7param=vGEVXQwtDgsKQFEnckB108Erx1Ud3xYhnuOx4D4w6QYF86ORoj... 5/14/2019 Florida Building Code Online Page 2 of 2 ASTM D6163 FM 4474 FRSA/TRI April 2012 (04-12) UL 1897 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 02/20/2019 Date Validated 02/21/2019 Date Pending FBC Approval 03/02/2019 Date Approved 04/16/2019 Summary of Products I 2008 2011 2012 2012 FL # Model, Number or Description Name 2569.1 Soprema Roof Self adhering roof underlayments - Underlayments Limits of Use Installation Instructions Approved for use in HVHZ: No FL2569 R15 II 2019 02 FINAL R SOPREMA CA UNDERLAYMENTS FL269- RIS.odf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Robert Nieminen, P.E. PE-59166 -Design -Pressure: -+N/A/-150- --Created-by-Independent Third -Party: Yes - Limits of Use. 2.) The design pressure FL7569 R15 AE 2019 02 FINAL ER SOPREMA CA UNDERLAYMENTS FL569- RIS ndf noted herein pertains to underlayment systems used beneath adhesive -set the Created by Independent Third Party: Yes systems. Refer to ER Section 5.6.4 for details. eaek N® tontact I The State of Florida Is an WEED employer 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 be Section 455.275 (1), Florida Statutes, effective October 1, 2012,.Iicens res licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The ¢malls pravided 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 areal] address which can be made ava0able to the public To determine If you are a licensee under Chapter 455, F.S., please Product Approval Accepts: ®®®® Credit Card Safe httpsJ/www.floridabuilding.orgtpr/pr app_dtl.aspx?param=vGEVXQwtDgsKQFEnckBI08ErxlUd3xYlmuOx4D4w6QYF86ORoj... 5/14/2019 Plorida Building Code Online r 3 C<xstr sp leM,.t;#:/1 e>•it':•rw�,:r ;,•rr>�+ BCLS Hama Log In User Registration Hot Topics Submit Surcharge Starts & Facts Publications ' Contact Us BCLS site Map Unks search db a SCANNED rProduct Approval Bar� USER: Public User St. Lucie County Prridaet Ao� orev� > Product Of apdi ti5 rch > Aoollcatim Wit > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) FL2569-RlS Revision 2017 Approved Soprema, Inc. (Canada) 1640 rue Haggarty Drummondville, NON -US 00000 (819) 478-2400 mem a thieu @soprema.ca Marc -Etienne Mathieu mema thieu @so prema. ca Marc -Etienne Mathieu 1688 lean-Berchma ns-Michaud Drummondville, NON -US 00000 (819)478-2400 Ext 3327 m ema thieu @soprema.ca Jean -Francois Cote, Ph.D 1640 rue Haggerty Drummondville (888) 811-3145 jfcote@soprema.ca Roofing Underlayments QECEIVED •In19 vePa� alien Pa SRtt:Lt9, � , Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer rJ Evaluation Report - Hardcopy Received 1/ Robert J. M. Nieminen PE-59166 UL LLC 07/18/2020 John W. Knezevich, PE S( Validation Checklist - Standard ASTM D1970 ASTM D4798 ;" zV ®91 Year 2015 2011 NpI�l https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsKQFEnckB 108Erx1 Ud3xYlmu0x4D4w6QYF86ORoj... 5/14/2019 Florida Building Code Online Page 2 of 2 ASTM D6163 FM 4474 FRSA/TRI April 2012 (04-12) UL 1897 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 02/20/2019 Date Validated 02/21/2019 Date Pending FBC Approval 03/02/2019 Date Approved 04/16/2019 Summary of Products 1 2008 2011 2012 2012 FL # Model, Number or Description Name 2559.1 Soprema Roof Self adhering roof underlayments Underlayments Limits of Use Installation Instructions Approved for use in HVHZ: No FL2569 R15 11 2019 02 FINAL ER SOPREMA CA UND R AYM h 2 6 Approved for use outside HVHZ: Yes $1S.odf Impact Resistant: N/A Design Pressure: +N/A/-150 Other: 1.) Refer to ER Section 5 for Verified By: Robert Nieminen, P.E. PE-59166 Created by Independent Third Party: Yes Evaluation Reports Limits of Use. 2.) The design pressure FL2569 R15 AE 201902 FINAL R SOPREmA CA uNpEgLAymENTs 2569 noted herein pertains to underlayment R15 Gdf systems used beneath adhesive -set tile systems. Refer to ER Section 5.6.4 for Created by Independent Third Party: Yes details. Contact Us :: 2601 Blair Stone Road. Tallahassee F1 32399 Phone• Bsa-087-1B24 The state of Florida Is an AA/EEO employer. Copivright 2007-2013 Shme of Florida :: Prlvacy Statement :: ACtes•ibility Statement Refund Statement Under Florida law, small addresses are public records. It you do not want your a -mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to section 455.275 (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 dick here . Product Approval Accepts: ®®®P R■ Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGE VXQwtDgsKQFEnckB l08Erxl Ud3xYlmu0x4D4w6QYF86ORcj... 5/ 14/2019 NEMO E etc. Certificate of Authorization p3245S 353 Christian Street, Unit #13 Oxford, CT06478 (203) 262-9245 ENGINEER EVALUATE TEST CONSULT CERTIFY REPORTEVALUATION Soprema, Inc. Evaluation Report S18010.06.09-1113 1640rue Haggerty FL2569-RIS Drummondville, QuebecJ2C 5P8 Canada Date of Issuance: 06/15/2009 (819) 478-2400 Revision 23: 02/19/2019 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 6th Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: Soprema 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). NEMOIetc. requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "NEMO Ietc. Evaluated" may be displayed in advertising literature, If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 8. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 CERTIFICATION OF INDEPENDENCE: The faaimile seal appearing was authorized by Robert Nieminen, P.E. on 02/1912019. This does not serve as an electronically signed document. 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 Ietc. nor Robert Nieminen, P.E. are, in anyway, 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. ONEMOletc. ROOFING COMPONENT EVALUATION: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: Roof Underlayments, as produced by Soprema, have demonstrated compliance with the following sections of the Sul 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. STANDARD$: Section Rro a Standard Year 1504.3.1 Wind Resistance FM 4474 2011 1504.3.1 Wind Uplift UL 1897 2012 1507.1.1, 1507.2.9.2, R905.1.1, Physical Properties ASTM D1970 2015 R905.2.8.2 1507.3.3, R905.3.3 Physical Properties FRSA/TRI April 2012 2012 FRSA/TRI April 2012 (04-12) Physical Properties ASTM D6163 2008 TAS 110 Accelerated Weathering ASTM D4798 2011 Entity Examination 'Reference Date ERD (TST6049) Wind Resistance 2778.07.05 07/15/2005 ERD (TST6049) ASTM D1970 / TAS 110 (QC) 531370.03.10-1-R1 04/07/2010 ERD (TST6049) FRSA/TRI 04-12(OH) 511150.05.09-R2 10/05/2010 ERD (TST6049) ASTM D1970 (OH) 537210.11.11 11/09/2011 ERD (TST6049) ASTM D1970 (MS) 537210.12.11 12/01/2011 ERD (TST6049) ASTM D1970 (MS) 540540.02.13-1 02/19/2013 ERD (TST6049) FRSA/TRI 04-12 (MS) 543530.02.14-1-R1 02/21/2014 ERD (TST6049) ASTM D1970 (BC) 544870.04.14-2 04/02/2014 ERD (TST6049) ASTM D1970 (QC) 544870.04.14-3 04/02/2014 ERD (TST6049) ASTM D1970 (OH) 544870.04.14-1 04/10/2014 ERD (TST6049) ASTM-D1970(MS) 544870.04.14-4 04/10/2014 ERD (TST6049) ASTM D1970 (OH) 540540.10.14 10/31/2014 ERD (TST6049) Tensile Adhesion / Long Term Aging SOPC-SC7645.02.15 02/13/2015 ERD (TST6049) Accelerated Weathering SOPC-SC8520.04.14 04/27/2015 ERD (TST6049) Wind Resistance 50PC-SC14045.05.17-R1 06/07/2017 M-D (CER1592) HVHZCompliance 18-0329.03 06/28/2018 CC-ES(EVL2396) 201516CCompliance ESR-1524 03/01/2017 NEMO (TST6049) ASTM D1970 / TAS 110 (QC) SOPC-SC8970.08.15-R1 04/25/2018 NEMO (TST6049) Wind Resistance 4-SOPC-18-003.08.18 08/27/2018 PRI(TST5878) ASTM D1970 (MS) SOP-064-02-01 12/03/2013 Soprema, Inc. (PDM3511) Equivalency Declaration SA SMOOTH PLY 40 06/29/2015 UL, LLC (QUA9625) Quality Control Service Confirmation 07/18/2017 4. 4.1 4.2 PRODUCT a Product Specification Plant(s) Description Lastobond TU HT ASTM D1970 and Gulfport, MS self -adhering, non -woven polyester fabric surfaced, FRSA/TRI April 2012 SBS modified bitumen roof underlayment Lastobond Shield ASTM D1970 Drummondville, QC self -adhering, woven polyethylene surfaced, SBS modified bitumen roof underlayment available in two widths; 36 and 45 inch MEMO ETC, LLC Evaluation Report S18010.06.09-R13 Cert¢icate of Authorization #32455 6m EDMON (2017) FBC NON-HVHZ EVALUATION FLZ569-R15 Soprema Roof Underlayments Revision 13:02/19/2019 Page 2 of 8 4.3 4.4 4.5 4.6 4.7 4.8 4.9 4.10 fir 4.11 4.12 4.13 4.14 4.15 ONEMOletc. Product specification Plant(s) Description RESISTO SA SMOOTH PLY ASTM D1970 Drummondville, QC self -adhering, woven polyethylene surfaced, SBS 40 modified bitumen roof underlayment Lastobond Shield HT ASTM D1970 Drummondville, QC self -adhering, woven polyethylene surfaced, high temperature, SBS modified bitumen roof underlayment Lastobond Pro HT-N ASTM D1970 Drummondville, QC self -adhering, woven polyethylene surfaced, SBS modified bitumen roof underlayment available in two widths; 36 and 45 inch Lastobond Pro HT-S ASTM D1970 Drummondville, QC self -adhering, woven polyethylene surfaced, high temperature, SBS modified bitumen roof underlayment Enviro5hield ASTM D1970 Drummondville, QC self -adhering, woven polyethylene surfaced, high temperature, SBS modified bitumen roof underlayment Lastobond 195 ASTM D1970 Gulfport, MS self -adhering, glass -mat reinforced, sand -surfaced, Wadsworth, OH SBS modified bitumen roof underlayment Lastobond Eaves ASTM D1970 Gulfport, MS self -adhering, glass -mat reinforced, sand -surfaced, Protection Sheet Wadsworth, OH SBS modified bitumen roof underlayment Lastobond Eco ASTM D1970 Drummondville, QC self -adhering, glass -mat reinforced, sand -surfaced, Gulfport, MS SBS modified bitumen roof underlayment Wadsworth, OH _ �Lastobo'�icn Smooth Seal ASTM D39�70-�:� GulfportM5 ' self -ad heri—ngglass:mat:remfdreed; flm=surfaced;—>" tHT " —— �1Nadsworth, OHS �585;modified;bitumen:roof�underlaym_ent RESISTO L51236 ASTM D1970 Drummondville, QC self -adhering, glass -mat reinforced, sand -surfaced, Gulfport, MS SBS modified bitumen roof underlayment Wadsworth, OH PrimeSource Grip -Rite ASTM D1970 Drummondville, QC self -adhering, glass -mat reinforced, sand -surfaced, Eave & Valley Protector Gulfport, MS SBS modified bitumen roof underlayment Wadsworth, OH RESISTO LB1244 ASTM D1970 Drummondville, QC self -adhering, glass -mat reinforced, sand -surfaced, Gulfport, MS SBS modified bitumen roof underlayment Wadsworth, OH Colphene FR GR A5TM D1970 and Gulfport, MS self -adhering, fiberglass reinforced, granule- FRSA/TRI April 2012 Wadsworth, OH surfaced, SBS modified bitumen roof underlayment 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 Soprema Roof Underlayments may be used with any prepared roof coverwhere 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. NEMO ETC, LLC Evaluation Report 518020.06.09•R13 Certificate ofAathoriratlon #32455 6^' EDMON j20171 FBC NON-HVHZ EVALUATION FL2569-R36 Soprema Roof Undedayments Revision 13: 02/19/2019 Page 3 of 8 ONEMOletc. 5.5 Allowable Roof Covers: OPTIONS Wood or Slate or Underlayment Asphalt Nail -On Foam -On Composite Composite Metal Shingles Tile Tile Shakes & Slate Shingles Lastobond TU HT Yes Yes See es 5.Lastobond Yes Yes Yes Shield / Pro HT-N / Yes No No No Yes Yes RESISTO SA SMOOTH PLY 40 Lastobond Shield HT / Pro HT-S Yes No No Yes Yes Yes EnviroShield Yes No No Yes Yes Yes Lastobond Eaves Protection Sheet / Yes No No No Yes Yes Lastobond 195 Lastobond ECO / RESISTO LB1236, Grip -Rite Eave & Valley Protector/ Yes No No No Yes Yes RESISTO LB1244 .Lastobond Smooth SeaI;HT: _ - _ Nas. No; ~ ; ; No _ Yes _ .:Yes ' ,Yes; Colphene FR GR Yes Yes See es 1 No Yes Yes 5.5.1 "Foam -On Tile" is limited to use of following Approved tile adhesives / underlayment combinations. 5.6 Allowable Substrates: Primer Lastobond Shield, Lastobond Pro HT-N, RESISTO SA (Optional) ASTM D41, plywood, OSB, Southern Yellow SMOOTH PLY 40, Lastobond Shield HT, Lastobond Pro HT-S, Elastocol Stick, Elastocol Stick Pine (SYP) EnviroShield, Lastobond TU HT, Lastobond Eaves Protection Zero Sheet, Lastobond 195, Lastobond ECO, RESISTO LB1236, Grip -Rite Eave & Valley Protector, RESISTO LB1244 or ASTM D41 structural concrete Lastobond Smooth Seal HT (Optional) ASTM D41 Plywood Colphene FR GR ASTM D41 structural concrete Lastobond Shield, Lastobond Pro HT-N, RESISTO SA SMOOTH PLY 40, Lastobond Shield HT, Lastobond Pro HT-S, Dens Deck Prime; SECUROCK EnviroShield, Lastobond TU HT, Lastobond Eaves Protection (Optional) Elastocol Stick Zero Gypsum -Fiber Roof Board; Sheet, Lastobond 195, Lastobond ECO, RESISTO LB1236, ASTM D226, Type I or II felt; Grip -Rite Eave & Valley Protector, RESISTO LB1244, Sopra-G; Modified Sopra-G Lastobond Smooth Seal HT or Colphene FR GR I Refer to Tile Manufacturer's orAdhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance NEMO ETC, LLC Evaluation Report S18010.06.09-R13 certificate of Authorization#32455 6"'EDITION(ZM7)FBC NON-HVHZ EVALUATION FL2569-R15 Soprema Roof Underlayments Revision 13:02/19/2019 Page 4 of 8 ONEMO I etc. 5.6.1 Soprema recommends priming with Elastocol Stick or Elastocol 600c if the final roof cover is not slated for installation within 24 hours. 5.6.2 Soprema requires tongue -and -groove board decking be covered with plywood or OSB prior to installation of the self -adhering underlayment 5.6.3 For installation under mechanically attached prepared roof coverings, insulation or coverboard shall be attached per minimum requirements of the prepared roof covering manufacturers Product Approval. For installations under foam -on tile systems (Lastobond TU HT only), insulation attachment shall be designed by a qualified design professional and installed based on testing of the insulation/underlayment system in accordance with FM 4474, Appendix D, Testing Application Standard TAS 114, Appendix J or UL1897. 5.6.4 For installations under mechanically attached prepared roof coverings, base sheet shall be attached per minimum codified requirements. For installations under foam -on tile systems (Lastobond TU HT only), base sheet shall be attached in accordance with FRSA/TRI April 2012 (04-12) or Section 5.6.5 herein. 5.6.5 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) or FBC 1609 for determination of design wind pressures. #1 Maximum Design Pressure=-45.Opsf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: (Optional) Elastocol Stick, Elastocol Stick Zero or RESISTO EXTERIOR PRIMER Underlayment: Lastobond TU HT or Colphene FIR GR, self -adhered; thoroughly rolled using hand roller and/or weighted roller in accordance with Soprema requirements to ensure no voids no bridging at side and end -laps. #2 Maximum Design Pressure=-67.5 psf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: Elastocol Stick Zero Underlayment: Lastobond TU HT or Colphene FIR GR, self -adhered; thoroughly rolled using hand roller and/or weighted roller in accordance with Soprema requirements to ensure no voids no bridging at side and end -laps. #3 Maximum Design Pressure =-120.Opsf: Deck: Min. 15/32-inch APA-rated CDX plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Deck Preparation: Plywood shall be thoroughly cleaned to remove dust and debris that may inhibit adhesion. All sheathing fasteners shall be driven flush with the surface. All sharp splinters and wood Primer: Base Ply: Underlayment: projections shall be removed/sanded. (Optional) RESISTO EXTERIOR PRIMER RESISTO SA SMOOTH PLY 40, self -adhered; thoroughly rolled using hand roller and/or weighted roller in accordance with Soprema requirements to ensure no voids no bridging at side and end - laps. Lastobond TU HT, self -adhered; thoroughly rolled using hand roller and/or weighted roller in accordance with Soprema requirements to ensure no voids no bridging at side and end -laps. NEMO ETC, LLC Evaluation Report S18010.06.09-R13 cenifcare ofAumorizatlon 932455 6-EDITION(2027) FBC NONd1VlfZ EVALUATION FL2569-R25 Soprema Roof Underlayments Revision 13: 02/19/2019 Page 5 of 8 #4 Maximum Design Pressure =-150.ODsf: ONEMOletc. Deck: Min. 15/32-inch APA-rated BCX plywood (may be installed C-side up) to meet project requirements to satisfaction of Authority Having Jurisdiction. Deck Preparation: Plywood shall be thoroughly cleaned to remove dust and debris that may inhibit adhesion. All sheathing fasteners shall be driven flush with the surface. All sharp splinters and wood projections shall be removed/sanded. Primer: (Optional) RESISTO EXTERIOR PRIMER Underlayment: Lastobond TU HT, self -adhered; thoroughly rolled using hand roller and/or weighted roller in accordance with Soprema requirements to ensure no voids no bridging at side and end -laps. #5 Maximum Design Pressure =-600osf: Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Sopra-G or Modified Sopra-G mechanically attached with nails (FBC 1517.5.1) and tin caps (FBC 1517.5.2) spaced 6-inch o.c. at the 4-inch laps and 6-inch o.c. in three (3), equally spaced rows in the center of the sheet. Underlayment: Lastobond TU HT or Colphene FIR GR, self -adhered; thoroughly rolled using hand roller and/or weighted roller in accordance with Soprema requirements to ensure no voids no bridging at side and end -laps 5.6.5.1 All other direct -deck, adhered Soprema underlayment systems beneath foam -on tile systems carry a Maximum Design Pressure of -45 psf. 5.6.5.2 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 IA. 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 WDl, FM Loss Prevention Data Sheet 1-29 and Roofing Application Standard RAS 117. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements. 5.7 Exposure Limitations: Lastobond Eaves Protection Sheet, Lastobond 195,Lastobond Eco, Lastobond Smooth Seal HT, RESISTO LB1236, Grip -Rite Eave & Valley Protector or RESISTO L81244 shall not be left exposed for longer than 30-days after installation. Lastobond Shield, Lastobond Pro HT-N, RESISTO SA SMOOTH PLY 40, Lastobond Shield HT, Lastobond Pro HT-S or Enviro5hield shall not be left exposed for longer than 90-days after installation. Lastobond TU HT or Colphene FR GR shall not be left exposed for longer than 180-days after installation. NEMO ETC, LLC Evaluation Report S18010.06.09-R13 Cerelf,Wte OJAathorizat/on #32455 0 EDMON (M17) MC NON-HVMZ EVALUATION FLZ569-R15 Soprema Roof Underlayments Revision 13: 02/19/2019 Page 6 of 8 5.8 Tile Slippage Limitations (TAS 103 per FRSA/TRI April 2012 (04 12)): IRNEMOJetc. 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. Underlayment Tile Profile Staging Method Maximum Slope Flat Max. 10-tile stack 6:12 Lugged Max. 10-tile stack 5:12 Max.10-tile stack (bottom 2-tile stack shall be inverted, followed by 8 tiles high 6:12 on slope, as shown below) Lastobond TU Ffi Lugged-�• • a; `v 1� �l Colphene FR GR Flat Max.10-tile stack 5:12 Lugged Max.10-tile stack 6:12 6.1 Soprema Roof Underlayments shall be installed in accordance with Soprema 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 priorto application, and prime the substrate with Elastocol Stick, Elastocol Stick Zero or RESISTO EXTERIOR PRIMER (if applicable). 6.3 6.3.1 6.3.2 Lastobond TU HT, Lastobond Shield, Lastobond Pro HT-N, RESISTO SA SMOOTH PLY 40, Lastobond Shield HT, Lastobond Pro HT-S, EnviroShield,Lastobond Eaves Protection Sheet, Lastobond 195, Lastobond Eco, Lastobond Smooth Seal HT, RESISTO LB1236, Grip -Rite Eave & Valley Protector, RESISTO L61244 or Colphene FR GR: mVV I.UVnL. Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Table 1507.1.1 or R905.1.1 for the type of prepared roof covering to be installed, and Soprema published requirements. Tile Applications (Lastobond TU HT or Colphene FR GR only): Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual for Self -Adhered Membrane, and Soprema published requirements. For mechanically fastened tile roofing over a 2-ply system, consisting of Base Sheet and Self -Adhered Membrane, fastening of the ASTM D226, Type II base sheet shall be in accordance with Soprema requirements, but not less than that the densities set forth in FRSA/TRI April 2012 (04-12), Table 1. For foam -on tile applications, reference is made to Section 5.6.5 herein for wind resistance limitations that fall outside the scope of FRSA/TRI April 2012 (04-12). Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. See Table 3 herein, and Soprema published requirements for the staging. NEMO ETC, LLC Evaluation Report S18010.06.09-R13 Cartificate OfAuthorizotion N32455 Gm EDmON(2017) FBC NON•HVMI EVALUATION FL2S89-R35 Soprema Roof Underlayments Revision 13: 02/19/2019 Page 7 of 8 As required by the Building Official or this product. "NEM0 I etc. in order to properly evaluate the installation of Contact the noted CIA agency for information on product locations covered for F.A.C. 61G20-3 QA requirements. Refer to Section 4 herein for product & production locations having met codified physical properties specifications. U L, (314) - END OF EVALUATION REPORT - NEMO ETC, LLC Evaluation Report 518030.06.09-R13 cenFmre oJAuthorization a32455 a EDITION (ZO17) FK NON4MU EVALUATION FL2569-RSS Soprema Roof Undedayments Revision 13:02/19/2019 Page 8 of 8 BY Palm City, FL 34990 St. Lucie Countv Compliant with Florida Building Code 2017 (e ed.) Compliant with Florida Product Approval Rule # 61G20-3vED Compliant: Keystone Certifications OCR enc Tet 5`C `J ee�� tV Product: 5 V Crimp 26GA Steel Roof Panel FBC Sec. 1507.4.2 Yield strength: 50 ksi min.; Attached to min.15/32" plywood or Wood Deck w/ min. OA2 specific gravity with screws. 24" Coverage Rib Height 3/8" Corrosion Resistant Compliant: FBC Sec.1507.4.3 Fastener 1(Method 1 Attachment): #9 x 1-1/2" Hex -Washer Head wood screw* to penetrate 3/16" min. thru deck or 5/8" embedment into wood plank. (*or sufficient length to meet requirements) Fastener 2 (Method 2,3, & 4 Attachment): #10 x 1-1/2" Hex -Washer Head wood screw* to penetrate 3/16" min. thru deck or 5/8" embedment into wood plank. (*or sufficient gth to meet requirements) C% r` Underlayment: To be compliant with FBC Sec. Chart 1507.1.1 Slope: Shall be in compliance with FBC Sec.1507. See Fastener attachment Install Details: Table A Allowable Loads METHOD 1 METHOD 2 METH DESIGN PRESSURE* -86 PSF -93.5 PSF -10 ROW SPACING 16" O.C. 16" o.c. 8" O.V 6' O.C. FASTENER SPACING (ALONG Panel width) 12" o.c. 12" O.C. 12" O.C. 12" O.C. FASTENER SIZE #9 #10 #10 #10 Reference Data: ARCHITECTURAL TESTING, INC. TST ID#:1527 UL 580-06 & 1897-041 Test Report LE893.01-450-18 05/02/14 Test Report F3366.01-450-18 12/18AS TAS 125-03 Test Report D05893.02-450-18 07/22/14 *EQUIVALENCY-UL 1897-04 is equivalent to test standard UL 1897-1 *Design pressure margin of safety 2:1 �1 nruu, Locke Bowden, P.E. does not have, not will acquire a financial under this evaluation. Locke Bowden, P.E. is not owned, operated, or controlled by; report. cosnparkpm>t5a6Atures, or distributing products products under this /% N.,! ti FL17022.1 5V Crimp (26GA Steel), 24" Wide Roof Panel -Details Limitations: 1. Underlayment to be compliance with current Florida Building Code (FBC)2017 61h ad. 2. Minimum slope to be compliant with Florida Building Code 2017 6th ad., and per with Manufacturer's installation reference. 3. Products are compliant for State of Florida product approval per Rule 61 G20-3. Compliance Method: 1-D 4. Engineering analysis for "project specific approval by local authorities w/jurisdiction is allowed by other registered engineers. 5. Fire classification is not part of this acceptance. Shear diaphragm values are outside this report. 6. Support framing in compliance w/FBC 2017 6th ad., Chapter 22 for Steel, Chapter 23 for Wood and Chapter 16 for Structural Loading. 7. This report does not imply warranty, installation, recommended product use outside of this report. _ Fastarem- 19x -12"Min: or g10 1-1/Z°Min. per7A6/e A' /or Row 6V Crimp Rod Panel Spadng and Design Pmsuras Hexwasher Head Wood Saews c 0 m Y �m Dedc -1&3P a Deafer Ptywood, a -Woodplank 24- 12' 3U Nominal 12" O.C. Panel Profile Nominal 12" O.C. Fasten 9 x -1/2" Min. or #10 x 1-1/2" Min. per Table "A" Hex Washer Head Screw Spaced 12" o.c. across the Panel VNdth Panel Refer to Table "A" for Spacing Along Panel Overlap Length Deck-15/32" or greater Plywood, or -V1bod plank