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PERMIT DOCUMENTS BQQSPWFE TUSVDUVSF HmbttI!1:02503132 BQQSPWFE TUSVDUVSF HmbttI!1:02503132 BQQSPWFE TUSVDUVSF HmbttI!1:02503132 BQQSPWFE TUSVDUVSF HmbttI!1:02503132 BQQSPWFE TUSVDUVSF HmbttI!1:02503132 BQQSPWFE TUSVDUVSF HmbttI!1:02503132 Number: 412 Originally Issued: 07/31/2015Revised: 08/21/2020Valid Through: 07/31/2021 BORAL ROOFING 3.0PRODUCT USE 7575 Irvine Center Drive, Suite 100 Irvine, California 92618 3.1 General:Boral Roofing Concrete Roof Tiles shall be (949) 756-1605 used as a roof covering in accordance with IBC Section www.boralamerica.com 1503 orIRC Section 903, as applicable. CONCRETE ROOF TILES 3.2Installation: CSI Section: 3.2.1 Installationwhen installed in accordance with the 07 32 16 Concrete Roof Tiles requirements of the 2018 IBC or IRC: Boral Concrete Roof Tile shall be installedin accordancewith 2018 IBC 1.0RECOGNITION Section 1507.3 or 2018 IRC Section R905.3, including the attachmentrequirements of 2018 IBC Section 1507.3.7or Boral Roofing Concrete Roof Tiles recognized in this report 2018 IRC Section R905.3.7, as applicable. Underlayment have been evaluated for use as concrete roof tiles. The shall conformto 2018 IBC Section 1507.1.1 or 2018IRC weather resistance, wind uplift resistance and fire Section R905.1.1 classification properties of the roof tiles comply with the intent of the provisions of the following codes and 3.2.2 Installation whenthe2015, 2012, 2009 or 2006 IBC regulations: orIRC is applicable: Boral Concrete Roof Tile shall be fastened in accordance with The Concrete and Clay Roof 2018, 2015, 2012, 2009, and 2006 International ® Tile Installation Manual for Moderate Climate Regions, Building Code(IBC) dated July 2015, published by the Tile Roofing Institute and 2018, 2015,2012, 2009, and 2006 International ® the Western States Roofing Contractors Association,and Residential Code(IRC) this report.. The TRI manual is available for download 2019California Building Code (CBC)Supplement attached to ER-2015 from the UES website at attached 2019 California Residential Code (CRC) www.uniform-es.org. The Concrete Roof Tile shall be Supplement attached attached to the roof structure based on the applicable code 2020Florida Building Code, Building (FBC, and criteria for applicabilityas noted in Table1 of this Building) Supplement attached report. 2020 Florida Building Code, Residential (FBC, TABLE 1 ATTACHMENT DESIGN Design Residential) Supplement attached Applicable Criteria for ApplicabilityInformation Code Location 2.0LIMITATIONS Ultimate Design Wind 2015 or 2012 Speeds (V Roof Tile ult Use of the Boral Roofing Concrete Roof Tilesrecognized in IBCInstallation this report is subject to the following limitations: feet Manual & Table 1507.3.7 of the Basic Wind Speed (3 sec 2009 or 2006 applicable IBC 2.1 The roof tiles shall be manufactured, identified and IBC installed in accordance with this report and the applicable Roof Tile 2015, 2012, code. In the event of a conflict this report governs. Installation 2009 or 2006 Manual & Section IRC 2.2shall be installed on R905.3.7 For SI:1 foot = 305 mm, 1 mph = 1.6 m/s roof slopes of 2½ units vertical in 12 units horizontal (21- 3.4Anchoring:Boral Concrete Roof tile may be anchored 2.3 The supporting structure shall be designed to support the by mortar in accordance with the applicable building code loads and is beyond the scope of this report. and, where permitted, theTRI Manual or adhesively attached 2.4The Concrete Roof Tilesrecognized in this report are reportissued by an approved evaluation service agency. produced in Lake Wales, FL; Brookshire, TX; Phoenix, AZ; Henderson, NV; Okeechobee, FL, Rialto, CA; French Camp, CA; Henderson, COandLathrop, CA; Tables 2 A through 2 I describe the tiles produced at each location. The product described in this Uniform Evaluation Service (UES) Report has been evaluated as an alternative material, design or method of construction in order to satisfy and comply with the intent of the provision of the code, as noted in this report, and for at least equivalence to that prescribed in thecode in quality, strength, effectiveness, fire resistance, durability and safety, as applicable, in accordance with IBC Section 104.11.This document shall only be reproduced in its entirety. Copyright © 2020by International Association of Plumbing and Mechanical Officials. All rights reserved. Printed in the United States. Ph: 1-877- web: www.uniform-East Philadelphia Street, Ontario, California 91761-2816 USA TUSVDUVSF Page 1 of7 HmbttI!1:02503132 Number: 412 Originally Issued: 07/31/2015Revised: 08/21/2020Valid Through: 07/31/2021 4.0 PRODUCT DESCRIPTION7.0 STATEMENT OF RECOGNITION This evaluation report describes the results of research Boral Roofing Concrete Roof Tiles comply with ASTM carried out by IAPMO Uniform Evaluation Service on Boral C1492 as required by Section 1507.3.5 of the IBC. The roof Roofing Concrete Roof Tiles to assess conformance to the tiles are described by model, weight, dimensions, and tile codes shown in Section 1.0 of this report and serves as factor in Tables 2 A through 2 I, for each of the production documentation of the product certification. Products are locations listed in Section 2.4 of this report. When installed manufactured at locations noted in Section 2.4of this report in accordance with this report on minimum 15/32 inch thick under a quality control program with periodic inspection (12 mm) plywood solid sheathingor non-combustible decks, under the supervision of IAPMO UES. the assembly incorporating the roof tiles achieve anASTM E108 Class A rating per Section 1505.2 of the IBC and Section R902.1 of the IRC, as applicable. Roof classifications for adhesively attached systems shall be in research report. Brian Gerber, P.E., S.E. 5.0 IDENTIFICATION Vice President, Technical Operations Uniform Evaluation Service name (Boral Roofing), manufacturing address, product name, installed weight, inspection agency, and evaluation Richard Beck, PE, CBO, MCP report number (ER-412). The Cedarlite 600, Madera 700 Vice President, Uniform Evaluation Service and Madera 900 tiles are imprintedon the top side of each l GP Russ Chaney Boral Roofing, or MonierL CEO, The IAPMO Group identification includes the IAPMO Uniform Evaluation Service Mark of Conformity. Either Mark of Conformity For additional information about this evaluation report please visit may be used as shown below: www.uniform-es.orgor email us at info@uniform-es.org or IAPMO UES ER-412 6.0 SUBSTANTIATING DATA Data in accordance with ICC-ES AC180, dated February 2012 (editorially revised March 2018 descriptive literature and installation instructions. Test reports are from laboratories in compliance with ISO/IEC 17025. BQQSPWFE TUSVDUVSF tğŭĻ ЋƚŅ А HmbttI!1:02503132 Number: 412 Originally Issued: 07/31/2015Revised: 08/21/2020Valid Through: 07/31/2021 Table 2 A -Tiles Manufactured at Denver (Henderson), CO 2 Dimemsions Installed Dry Tile Factor 1 (inch) TileWeight 31 Length X Width (psf)TF (ft)Ratio Saxony Shake, Slate, Country 9.617 X131.5681.115 SlateSplit Old English Thatch Saxony Impact10.517 X131.5681.115 Villa 9009.017 X131.5031.068 VillaImpact10.117 X131.5031.068 2 For SI:1 inch = 25.4 mm, 1 psf = 4.88 kg/m Table 2 B -Tiles Manufactured at Henderson, NV 2 Dimemsions Installed Dry Tile Factor 1 (inch) TileWeight 31 Length X Width (psf)TF (ft)Ratio 3 España/ Barcelona9.017 X12/1.4701.045 8 Saxony 900 Shake, Slate, 9.117 X131.5331.090 Country Slate 2 For SI:1 inch = 25.4 mm, 1 psf = 4.88 kg/m Table 2 C -Tiles Manufactured at Katy (Brookshire), TX 2 Dimemsions Installed Dry Tile Factor 1 (inch) TileWeight 31 Length X Width (psf)TF (ft)Ratio Barcelona Impact10.316½ X131.4441.027 Saxony Country Shake, Country Slate, Country Split Shake, English 10.316½ X131.3920.989 Thatch Saxony Impact10.516½ X131.3920.989 Saxony Shake, Slate10.316½ X131.3920.989 Tejas España/ Barcelona9.016½ X131.4071.000 Villa9.016½ X131.4071.000 2 For SI:1 inch = 25.4 mm, 1 psf = 4.88 kg/m NOTES TO TABLES: 1.Used on a 3-inch head-lap. 2.Nominal dimension. BQQSPWFE TUSVDUVSF tğŭĻ ЌƚŅ А HmbttI!1:02503132 Number: 412 Originally Issued: 07/31/2015Revised: 08/21/2020Valid Through: 07/31/2021 Table 2 D -Tiles Manufactured at Lake Wales, FL 2 Dimemsions Installed Dry Tile Factor 1 (inch) TileWeight 31 Length X Width (psf)TF (ft)Ratio Barcelona 9009.517 X131.5251.084 Saxony 900 Saxony 900 Shake, Slate, Split Shake, Slate, Split 9.517 X131.5451.098 Shake, Country Slate 3 9.917 X9/1.1440.813 4 Villa 9009.217 X131.5331.090 2 For SI:1 inch = 25.4 mm, 1 psf = 4.88 kg/m Table 2 E -Tiles Manufactured at Lathrop, CA 2 Dimemsions Installed Dry Tile Factor 1 (inch) TileWeight 31 Length X Width (psf)TF (ft)Ratio Barcelona 9009.317 X131.5091.073 Saxony 900 Shake, Slate9.117 X131.5331.090 2 For SI:1 inch = 25.4 mm, 1 psf = 4.88 kg/m Table 2 F -Tiles Manufactured at Phoenix, AZ 2 Dimemsions Installed Dry Tile Factor 1 (inch) TileWeight 31 Length X Width (psf)TF (ft)Ratio Mission S / Barcelona10.316½ X131.4941.062 Saxony Shake, Slate9.516½ X131.4941.062 Villa9.016½ X131.4071.000 2 For SI:1 inch = 25.4 mm, 1 psf = 4.88 kg/m Table 2 G -Tiles Manufactured at Okeechobee, FL 2 Dimemsions Installed Dry Tile Factor 1 (inch) TileWeight 31 Length X Width (psf)TF (ft)Ratio 11 Bermuda12.4416/X10/1.0360.736 88 7.916½ X131.4171.007 9.317X 101.1440.831 Plantation10.416½ X131.4261.014 Saxony 9009.317 X131.5331.090 2 For SI:1 inch = 25.4 mm, 1 psf = 4.88 kg/m NOTES TO TABLES: 1.Used on a 3-inch head-lap. 2.Nominal dimension. BQQSPWFE TUSVDUVSF tğŭĻ ЍƚŅ А HmbttI!1:02503132 Number: 412 Originally Issued: 07/31/2015Revised: 08/21/2020Valid Through: 07/31/2021 Table 2 H -Tiles Manufactured at Rialto, CA 2 Dimemsions Installed Dry Tile Factor 1 (inch) TileWeight 31 Length X Width (psf)TF (ft)Ratio 3 España/ Barcelona9.017 X12/1.4541.033 8 3 España600 / Barcelona 6005.917 X12/1.4541.033 8 Saxony 600-Slate, Shake, Split 5.917 X131.5331.090 Shake Saxony 700 Slate, Shake, Split 7.117 X131.5331.090 Shake Saxony 900-Slate, Shake, Country 9.317 X131.5331.090 Shake Villa 6005.817 X131.4941.061 Villa 9009.017 X131.4941.061 2 For SI:1 inch = 25.4 mm, 1 psf = 4.88 kg/m Table 2 I -Tiles Manufactured at Stockton (French Camp), CA 2 Dimemsions Installed Dry Tile Factor 1 (inch) TileWeight 31 Length X Width (psf)TF (ft)Ratio Cedarlite 6005.913½ X130.9420.673 Madera 7007.213½ X130.9470.673 Madera 9009.513½ X130.9470.673 Saxony 600 Slate, Shake, Split Shake5.717 X131.5251.084 Saxony 700 Slate, Shake, Split Shake7.217 X131.5251.084 Saxony 900 Hartford Slate, Shake, 9.117 X131.5331.090 Slate, Country Slate Saxony 900 Split Old English Thatch9.817 X131.5251.084 Villa 6006.017 X131.4941.115 Villa 9009.317 X131.4941.115 2 For SI:1 inch = 25.4 mm, 1 psf = 4.88 kg/m NOTES TO TABLES: 1.Used on a 3-inch head-lap. 2.Nominal dimension. BQQSPWFE TUSVDUVSF tğŭĻ ЎƚŅ А HmbttI!1:02503132 Number: 412 Originally Issued: 07/31/2015Revised: 08/21/2020Valid Through: 07/31/2021 2.4Boral Roofing concrete roof tiles used on structures CALIFORNIA SUPPLEMENT regulated by the Division of the State Architect or the Office of Statewide Planning and Development are subject to BORAL ROOFING installation provisions in CBC Section 1513. 7575 Irvine Center Drive, Suite 100 Irvine, California 92618 For additional information about this evaluation report please visit (949) 756-1605 www.uniform-es.orgor email us at info@uniform-es.org www.boralamerica.com CONCRETE ROOF TILES CSI Section: 07 32 16 Concrete Roof Tiles 1.0RECOGNITION The Boral Concrete Roof Tiles evaluated in IAPMO UES ER-412 is a satisfactory alternative to the following codes and regulations: 2019California Building Code (CBC) 2019California Residential Code (CRC) 2.0 PRODUCT USE 2.1The Boral Roofing concrete roof tiles may be used as a Class A, B, or C roof covering systems complying with Sections 1505.1.1 of the CBC or R902.1.1 of the CRC; Sections 1505.1.2 of the CBC or R902.1.2 of the CRC; or Sections 1505.1.3 of the CBC or R902.1.3 of the CRC, respectively.The design and installation of the Boral Roofing concrete roof tiles shall be in accordance with Sections 1507.3.10and 1513 CBCor Section 905.3 of the CRC, as applicable, and ER-412. 2.2Roof Tilesshall be installed in accordance with Sections 3.0and 4.0of ER-412 except,where the building official requires conformance to the CBC or CRC,the following shall be substituted: 2.2.1Underlayment shall conform with CBC Section 1507.1.1or CRC Section 905.1.1. 2.2.2Attachment of the concrete roof tiles shall be designed to resist wind loads according to CBC Sections 1507.3.7 and 1609.5 or CRC Section 905.3, as applicable. 2.3Boral Roofing concrete roof tiles buildings located in any Fire Hazard Severity Zone or any Wildland-Urban Interface Fire Area designated by the enforcing agency constructed after the application date shall 701A.3and 705A of the CBC,or Sections R337.1.3.1 and R337.5 of the CRC, as applicable, and with the IBC as presented in ER-412. BQQSPWFE TUSVDUVSF tğŭĻ ЏƚŅ А HmbttI!1:02503132 Number: 412 Originally Issued: 07/31/2015Revised: 08/21/2020Valid Through: 07/31/2021 FLORIDA SUPPLEMENT loads shall be in accordance with Section 1609.5 of the FBC, Building or Section R301.2.1 of the FBC, Residential, as BORAL ROOFING applicable. 7575 Irvine Center Drive, Suite 100 Irvine, California 92618 For additional information about this evaluation report please visit www.uniform-es.orgor email us at info@uniform-es.org (949) 756-1605 www.boralamerica.com CONCRETE ROOF TILES CSI Section: 07 32 16 Concrete Roof Tiles 1.0RECOGNITION The Boral Roofing concrete roof tiles evaluated in IAPMO UES ER-412 is a satisfactory alternative to the following codes and regulations: 2020 Florida Building Code, Building (FBC, Building) 2020 Florida Building Code, Residential (FBC, Residential) 2.0 LIMITATIONS 2.1Verification shall be provided that a quality assurance agency audits the manufacturers quality assurance program and audits the production quality of products, in accordance with Section (5)(d) of Florida Rule 61G20-3.008. The quality assurance agency shall be approved by the Commission (or the building official when the report holder does not possess an approval by the Commission). 2.2Evaluation to the high-velocity hurricane zone provisions in Section 1512of the FBC, Building and Chapter 44 of the FBC, Residential is beyond the scope of this report. 3.0 PRODUCT USE The design and installation of the Boral Roofing concrete roof tiles shall be in accordance with the 2018International Building Code and the 2018International Residential Code, as applicable,as noted in ER-412. From FBC, Building Section 1507.3 and FBC, Residential Section R905.3 states that the installation of the Boral Roofing concrete roof tiles shall be in accordance with the requirements of the FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual,SixthEdition where the Vis asd , BuildingSection 1609.3.1, FBC-ResidentialSection R301.2.1.3, or the recommendations of RAS 118, 119 or 120. Load combinations shall be in accordance with Sections 1605.2 or 1605.3 of the FBC,Building, as applicable. Design wind BQQSPWFE TUSVDUVSF tğŭĻ АƚŅ А HmbttI!1:02503132 BQQSPWFE TUSVDUVSF HmbttI!1:02503132 BQQSPWFE TUSVDUVSF HmbttI!1:02503132 BQQSPWFE TUSVDUVSF HmbttI!1:02503132 N EMO|etc. Certificate of Authorization #32455 353 Christian Street, Unit #13 Oxford, CT 06478 (203) 262-9245 E NGINEER E VALUATE T EST C ONSULT EVALUATION REPORT Evaluation Report S18010.06.09-R19 Soprema, Inc. FL2569-R21 1640 rue Haggerty Date of Issuance: 06/15/2009 Drummondville, Québec J2C 5P8 Canada Revision 19: 12/16/2020 (819) 478-2400 S COPE: 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 th compliance with the 7Edition (2020)Florida Building Code sections noted herein. D ESCRIPTION: Soprema Roof Underlayments L ABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted hereinand FBC 1507.1.1. C ONTINUED C OMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance or production facility location(s) changes, or Code provisionsthat relate to the product(s) change. Acceptance of our Evaluation Reports by the named client constitutes agreement to notify NEMO ETC, LLCof any changes to the product(s), the Quality Assurance or the production facility location(s). NEMOETC,LLCrequires a complete review of its Evaluation Report relative to updated Code requirements with each Code Cycle. A DVERTISEMENT:The Florida Product Approval Number(FL#) displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. I NSPECTION: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 9. Prepared by: The facsimile seal appearing was authorized by Robert Robert J.M. Nieminen, P.E. Nieminen, P.E. on 12/16/2020. This does not serve as Florida Registration No. 59166, Florida DCA ANE1983 an electronically signed document. C ERTIFICATION OF I NDEPENDENCE: 1.NEMO ETC, LLCdoes 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, LLCis 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. ©2019NEMOETC,LLC BQQSPWFE TUSVDUVSF HmbttI!1:02503132 N EMO|etc. R OOFING C OMPONENT E VALUATION: 1.S COPE: Product Category:Roofing Sub-Category:Underlayment Compliance Statement: Soprema Roof Underlayments, as produced by Soprema, have demonstrated compliance th with the following sections of the 7Edition (2020)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. 2.S TANDARDS: SectionPropertyStandardYear 1504.3.1Wind resistanceFM 44742011 1504.3.1Wind resistanceUL 18972015 1507.1.1, 1507.2.4, 1507.2.9.2 Material standardASTM D19702015 / R905.1.1, R905.2.8.2 1507.3.3 / R905.3.3Material standardFRSA/TRI, Sixth Edition2018 1507.11.2 / R905.11.2Material standardASTM D61632015 TAS 110Accelerated WeatheringASTM D47982011 3.R EFERENCES: EntityExaminationReferenceDate ERD (TST6049)Wind Resistance2778.07.0507/15/2005 ERD (TST6049)ASTM D1970 / TAS 110(QC)S31370.03.10-1-R104/07/2010 ERD (TST6049)FRSA/TRI 04-12 (OH)S11150.05.09-R210/05/2010 ERD (TST6049)ASTM D1970(OH)S37210.11.1111/09/2011 ERD (TST6049)ASTM D1970(MS)S37210.12.1112/01/2011 ERD (TST6049)ASTM D1970(MS)S40540.02.13-102/19/2013 ERD (TST6049)FRSA/TRI 04-12 (MS)S43530.02.14-1-R102/21/2014 ERD (TST6049)ASTM D1970(BC)S44870.04.14-204/02/2014 ERD (TST6049)ASTM D1970(QC)S44870.04.14-304/02/2014 ERD (TST6049)ASTM D1970(OH)S44870.04.14-104/10/2014 ERD (TST6049)ASTM D1970(MS)S44870.04.14-404/10/2014 ERD (TST6049)ASTM D1970(OH)S40540.10.1410/31/2014 ERD (TST6049)Tensile Adhesion/ Long Term AgingSOPC-SC7645.02.1502/13/2015 ERD (TST6049)Accelerated WeatheringSOPC-SC8520.04.1404/27/2015 ERD (TST6049)Wind ResistanceSOPC-SC14045.05.17-R106/07/2017 M-D (CER1592)HVHZ Compliance18-0329.0306/28/2018 ICC-ES (EVL2396)2015IBC ComplianceESR-152403/01/2017 NEMO(TST6049)ASTM D1970 / TAS 110 (QC)SOPC-SC8970.08.15-R104/25/2018 NEMO(TST6049)Wind Resistance4-SOPC-18-003.08.1808/27/2018 NEMO(TST6049)ASTM D4798/D1970 (OH & MS)4S-SOPC-18-002.05.19.A05/31/2019 NEMO(TST6049)Tensile Adhesion/ Long Term Aging4p-DOW-19-SSLAP-01.A.R202/10/2020 NEMO(TST6049)Peel adhesion (existing underlayments)4j-SOPC-19-SSUDL-04.A03/12/2020 NEMO(TST6049)Peel adhesion (existing underlayments)4j-SOPC-20-SSUDL-0112/16/2020 PRI (TST5878)ASTM D1970 (MS)SOP-064-02-0112/03/2013 Soprema, Inc. (PDM3511)Equivalency DeclarationSA SMOOTH PLY 4006/29/2015 UL, LLC (QUA9625)Quality ControlMLA File No. R1681412/10/2015 UL, LLC (QUA9625)Quality ControlMLA File No. R2760505/08/2019 UL, LLC (QUA9625)Quality ControlService Confirmation06/29/2020 UL, LLC (QUA9625)Quality ControlFlorida BCISCurrent NEMO ETC, LLCEvaluation Report S18010.06.09-R19 TH Certificate of Authorization #32455 7EDITION (2020) FBC NON-HVHZ EVALUATIONFL2569-R21 Soprema Roof UnderlaymentsRevision 19: 12/15/2020 Page 2of 9 BQQSPWFE TUSVDUVSF HmbttI!1:02503132 N EMO|etc. 4.P RODUCT D ESCRIPTION: Material ProductPlant(s)Description Standard Gulfport, MS Lastobond TU HTASTM D1970 and self-adhering, non-woven polyester fabric 4.1 FRSA/TRI 09-18surfaced, SBS modified bitumen roof underlayment Gulfport, MS TriTri--Built S/A HT TU Built S/A HT TU ASTM D1970 and self-adhering, non-woven polyester fabric 4.2 UnderlaymentUnderlaymentFRSA/TRI 09-18surfaced, SBS modified bitumen roof underlayment Drummondville, QC Lastobond ShieldASTM D1970self-adhering, woven polyethylene surfaced, SBS 4.3 modified bitumen roof underlayment available in two widths; 36 and 45 inch Drummondville, QC RESISTO SA SMOOTH PLY ASTM D1970self-adhering, woven polyethylene surfaced, SBS 4.4 40modified bitumen roof underlayment Drummondville, QC Lastobond Shield HTASTM D1970self-adhering, woven polyethylene surfaced, high 4.5 temperature, SBSmodified bitumen roof underlayment Drummondville, QC Lastobond Pro HT-NASTM D1970self-adhering, woven polyethylene surfaced, SBS 4.6 modified bitumen roof underlayment available in two widths; 36 and 45 inch Drummondville, QC Lastobond Pro HT-SASTM D1970self-adhering, woven polyethylene surfaced, high 4.7 temperature, SBS modified bitumen roof underlayment Drummondville, QC EnviroShieldASTM D1970self-adhering, woven polyethylene surfaced, high 4.8 temperature, SBS modified bitumen roof underlayment Gulfport, MS Lastobond 195ASTM D1970self-adhering, glass-mat reinforced, sand- 4.9 Wadsworth, OH surfaced, SBS modified bitumen roof underlayment Gulfport, MS Lastobond Eaves ASTM D1970self-adhering, glass-mat reinforced, sand- 4.10 Wadsworth, OH Protection Sheetsurfaced, SBS modified bitumen roof underlayment Drummondville, QC Lastobond EcoASTM D1970self-adhering, glass-mat reinforced, sand- 4.11 Gulfport, MS surfaced, SBS modified bitumen roof Wadsworth, OH underlayment Gulfport, MS Lastobond Smooth Seal ASTM D1970self-adhering, glass-mat reinforced, film- 4.12 Wadsworth, OH HTsurfaced, SBS modified bitumen roof underlayment Gulfport, MS Tri-Built Smooth HT S/A ASTM D1970self-adhering, glass-mat reinforced, film- 4.13 Wadsworth, OH surfaced, SBS modified bitumen roof Underlayment underlayment Gulfport, MS PrimeSource Grip-Rite ASTM D1970self-adhering, glass-mat reinforced, film- 4.14 Wadsworth, OH Smooth Seal HTsurfaced, SBS modified bitumen roof underlayment Drummondville, QC RESISTO LB1236ASTM D1970self-adhering, glass-mat reinforced, sand- 4.15 Gulfport, MS surfaced, SBS modified bitumen roof Wadsworth, OH underlayment Drummondville, QC TRI-BUILT Sand-R SA ASTM D1970self-adhering, glass-mat reinforced, sand- 4.16 Gulfport, MS Shingle Underlaymentsurfaced, SBS modified bitumen roof Wadsworth, OH underlayment NEMO ETC, LLCEvaluation Report S18010.06.09-R19 TH Certificate of Authorization #32455 7EDITION (2020) FBC NON-HVHZ EVALUATIONFL2569-R21 Soprema Roof UnderlaymentsRevision 19: 12/15/2020 Page 3of 9 BQQSPWFE TUSVDUVSF HmbttI!1:02503132 N EMO|etc. Material ProductPlant(s)Description Standard Drummondville, QC PrimeSource Grip-Rite ASTM D1970self-adhering, glass-mat reinforced, sand- 4.17 Gulfport, MS Eave & Valley Protectorsurfaced, SBS modified bitumen roof Wadsworth, OH underlayment Drummondville, QC SRS TopShield ICE & ASTM D1970self-adhering, glass-mat reinforced, sand- 4.18 Gulfport, MS WATER DEFENDERsurfaced, SBS modified bitumen roof Wadsworth, OH underlayment Drummondville, QC RESISTO LB1244ASTM D1970self-adhering, glass-mat reinforced, sand- 4.19 Gulfport, MS surfaced, SBS modified bitumen roof Wadsworth, OH underlayment Gulfport, MS Colphene FR GRASTM D6163self-adhering, fiberglass reinforced, granule- 4.20 Wadsworth, OH surfaced, SBS modified bitumen roof underlayment 5.L IMITATIONS: 5.1This is a building code evaluation. Neither NEMO ETC, LLCnor 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. 5.2This Evaluation Report is not for use in FBC High Velocity Hurricane Zone jurisdictions (i.e., Broward and Miami- Dade Counties). 5.3This Evaluation Reportpertains 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. 5.4This Evaluation Report does not include evaluation of fire classification. Refer to FBC 1505 for requirements and limitations regarding roof assembly fire classification. Refer to FBC 2603 for requirements and limitations concerning the use of foam plastic insulation. 5.5 Soprema 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. 5.6Allowable Roof Covers: T ABLE 1: R OOF C OVER O PTIONS C./ {ĻĭƷźƚƓʹЊЎЉА͵ЋЊЎЉА͵ЌЊЎЉА͵Ѝ ε ЊЎЉА͵ЎЊЎЉА͵АЊЎЉА͵Б ε ЊЎЉА͵В Clay and Concrete TileMetal Slate or Asphalt Wood Shakes or UnderlaymentSlate-Type Mechanical Adhesive- ShinglesShingles PanelsShingles Shingles AttachSet Yes Yes Lastobond TU HT, Tri-Built S/A HT TU YesYesYesYesYes (joint strips, 1507.1.1.3 / Underlayment See 5.6.1 R905.1.1.3) Yes Lastobond Shield, Pro HT-N, RESISTO SA YesNoNoNoNoYes (joint strips, 1507.1.1.3 / SMOOTH PLY 40 R905.1.1.3) Yes Lastobond Shield HT, Pro HT-SYesNoNoYesYesYes (joint strips, 1507.1.1.3 / R905.1.1.3) Yes EnviroShieldYesNoNoYesYesYes (joint strips, 1507.1.1.3 / R905.1.1.3) Yes Lastobond Eaves Protection Sheet, YesNoNoNoNoYes (joint strips, 1507.1.1.3 / Lastobond 195 R905.1.1.3) NEMO ETC, LLCEvaluation Report S18010.06.09-R19 TH Certificate of Authorization #32455 7EDITION (2020) FBC NON-HVHZ EVALUATIONFL2569-R21 Soprema Roof UnderlaymentsRevision 19: 12/15/2020 Page 4of 9 BQQSPWFE TUSVDUVSF HmbttI!1:02503132 N EMO|etc. T ABLE 1: R OOF C OVER O PTIONS C./ {ĻĭƷźƚƓʹЊЎЉА͵ЋЊЎЉА͵ЌЊЎЉА͵Ѝ ε ЊЎЉА͵ЎЊЎЉА͵АЊЎЉА͵Б ε ЊЎЉА͵В Clay and Concrete TileMetal Slate or Asphalt Wood Shakes or Slate-Type Underlayment Mechanical Adhesive- ShinglesShingles PanelsShingles Shingles AttachSet Lastobond ECO, RESISTO LB1236, TRI- BUILT Sand-R SA Shingle Underlayment, Yes Grip-Rite Eave & Valley Protector, YesNoNoNoNoYes (joint strips, 1507.1.1.3 / R905.1.1.3) TopShield ICE & WATER DEFENDER, RESISTO LB1244 Lastobond Smooth Seal HT, Tri-Built Yes Smooth HT S/A Underlayment, Grip-Rite YesNoNoYesYesYes (joint strips, 1507.1.1.3 / R905.1.1.3) Smooth Seal HT Yes Colphene FR GRYesYesNoNoNoYes (joint strips, 1507.1.1.3 / R905.1.1.3) 5.6.1Adhesive-set tileis limited to use of the following Approved underlayment / tile-adhesive combinations. 1 T ABLE 1A:A LLOWABLE T ILE A DHESIVE /U NDERLAYMENT C OMBINATIONS UnderlaymentAdhesiveFlorida Product Approval DupontFL22525 Lastobond TU HT, Tri-Built S/A HT TU Underlayment ICP Adhesivesand SealantsPolyset® AH-160FL6332 5.7Allowable Substrates: T ABLE 2: S UBSTRATE O PTIONS FOR A DHERED U NDERLAYMENTS Substrates (designed to meet wind loads for project) UnderlaymentApplication TypePrimerMaterial(s) Lastobond Shield, Lastobond Pro (Optional) ASTM plywood, OSBorSouthern Yellow Pine HT-N, RESISTO SA SMOOTH PLY D41, Elastocol Stick, Deck / (SYP) 40, Lastobond Shield HT, Elastocol Stick Zero sheathing Lastobond Pro HT-S, ASTM D41structural concrete EnviroShield, Lastobond TU HT, (Optional) Elastocol Dens Deck PrimeorSECUROCK Gypsum- Insulation Tri-Built S/A HT TU Stick ZeroFiber Roof Board Underlayment, Lastobond Eaves Protection Sheet, Lastobond 195, self- Lastobond ECO, RESISTO LB1236, adhering TRI-BUILT Sand-R SA Shingle Underlayment, Grip-Rite Eave & (Optional) Elastocol ASTM D226, Type II feltorModified Sopra- Valley Protector,TopShield ICE & Base Sheet Stick ZeroG WATER DEFENDER,RESISTO LB1244,Lastobond Smooth Seal HT, Tri-Built Smooth HT S/A Underlaymentor Grip-Rite Smooth Seal HT (Optional) ASTM Plywood Deck / D41 sheathing ASTM D41structural concrete self- Colphene FR GR (Optional) Elastocol Dens Deck PrimeorSECUROCK Gypsum- adhering Insulation Stick ZeroFiber Roof Board (Optional) Elastocol ASTM D226, Type II feltorModified Sopra- Base Sheet Stick ZeroG 1 e. NEMO ETC, LLCEvaluation Report S18010.06.09-R19 TH Certificate of Authorization #32455 7EDITION (2020) FBC NON-HVHZ EVALUATIONFL2569-R21 Soprema Roof UnderlaymentsRevision 19: 12/15/2020 Page 5of 9 BQQSPWFE TUSVDUVSF HmbttI!1:02503132 N EMO|etc. T ABLE 2: S UBSTRATE O PTIONS FOR A DHERED U NDERLAYMENTS Substrates (designed to meet wind loads for project) UnderlaymentApplication TypePrimerMaterial(s) Lastobond TU HT, Tri-Built S/A HT TU Underlayment, RESISTO LB1236, TRI-BUILT Sand-R SA Existing sand-surfaced, glass-fiber surfaced, self-Existing RESISTO EXTERIOR Shingle Underlayment, Grip-Rite mineral-surfaced or film-surfaced roof adheringsubstratePRIMER Eave & Valley Protectororunderlayment* TopShield ICE & WATER DEFENDER * Final acceptance of any existing substrate in a reroof (tear-off) installation is at the discretion of the installer and the Authority Having Jurisdiction.Should a question arise as to the suitability of an existing substrate to receive Lastobond TU HT, Tri-Built S/A HT TU Underlayment, RESISTO LB1236, TRI-BUILT Sand-R SA Shingle Underlayment, Grip-Rite Eave & Valley ProtectororTopShield ICE & WATER DEFENDERself-adhering underlayments, contact RESISTO technical support. 5.7.1Soprema recommends priming with Elastocol Stick,Elastocol 600cor RESISTO EXTERIOR PRIMERif the final roof cover is not slated for installation within 24 hours. 5.7.2Soprema requires tongue-and-groove board decking be covered with plywood or OSB prior to installation of the self-adhering underlayment 5.8 Attachment Limitations: 5.8.1For useunder mechanically attachedNON-TILEprepared roof coverings, attachmentshall be in accordance with for mechanically attached underlayments or base sheets -not less than FBC 1507.1.1 or R905.1.1. 5.8.2For useunder tileroofsystems, attachmentshall be instructions, but for mechanically attached base sheets -not less than: FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition, Appendix A, Table 1 (for Two-Ply Asphalt Applied Hot Mop Underlayment) or Section 5.8.3 herein (for other underlayment systems). 5.8.3Wind Resistance for Underlayment Systems in TileRoofApplications: The following wind uplift limitations apply to underlayment systems that are not prescriptivein the FRSA/TRI Florida High Wind Concrete and Clay Roof TileInstallation Manual, Sixth Edition. The 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). 5.8.3.1Direct-to-Deck: The maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition, Appendix A, Table 1Aor the critical (highest) design pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3. #1Maximum Design Pressure = -45.0 psf: Deck:Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer:(Optional) Elastocol Stick, Elastocol Stick Zeroor RESISTO EXTERIOR PRIMER Underlayment:Lastobond TU HT, Tri-Built S/A HT TU Underlayment, self-adhered. #2Maximum 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, Tri-Built S/A HT TU Underlayment, self-adhered. NEMO ETC, LLCEvaluation Report S18010.06.09-R19 TH Certificate of Authorization #32455 7EDITION (2020) FBC NON-HVHZ EVALUATIONFL2569-R21 Soprema Roof UnderlaymentsRevision 19: 12/15/2020 Page 6of 9 BQQSPWFE TUSVDUVSF HmbttI!1:02503132 N EMO|etc. #3Maximum Design Pressure = -120.0 psf: Deck:Min. 15/32-inch APA-rated CDX plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer:(Optional) RESISTO EXTERIOR PRIMER Base Ply:RESISTO SA SMOOTH PLY 40, self-adhered. Underlayment:Lastobond TU HT, Tri-Built S/A HT TU Underlayment, self-adhered. #4Maximum Design Pressure = -150.0 psf: 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. Primer:(Optional) RESISTO EXTERIOR PRIMER Underlayment:Lastobond TU HT, Tri-Built S/A HT TU Underlayment, self-adhered. #5All other direct-deck, adhered underlayment systems beneath tileroofsystems carry a Maximum Design Pressure of -45 psf. Mechanically-Attached Base Sheet: 5.8.3.2 The maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition, Appendix A, Table 1Aor the critical (highest) design pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3. Alternatively, the maximum design pressure for the selected assembly shall meet or exceed at least the Zone 1 design pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3. Elevated pressure zones 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 (February 2020) for enhancements. Maximum Design Pressure = -60.0 psf: #6 Deck:Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: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, Tri-Built S/A HT TU Underlayment, self-adhered 5.8.4For use over insulation or coverboard and under mechanically attached prepared roof coverings, underlayment attachmentshall be and attachment of the insulationor coverboardshall be in accordance with Approval. 5.9Exposure Limitations: T ABLE 3: E XPOSURE L IMITATIONS Prepared Roof Cover Maximum Underlayment Installation TypeExposure (days) Lastobond Eaves Protection Sheet, Lastobond 195,Lastobond Eco, RESISTO LB1236, TRI- Mechanically BUILT Sand-R SA Shingle Underlayment, Grip-Rite Eave & Valley Protector, TopShield ICE 30 attached & WATER DEFENDER or RESISTO LB1244 Adhesive-set tile roof Lastobond TU HT, Tri-Built S/A HT TU Underlayment30 system Lastobond Shield, Lastobond Pro HT-N, RESISTO SA SMOOTH PLY 40, Lastobond Shield HT, Mechanically Lastobond Pro HT-S, EnviroShield, Lastobond Smooth Seal HT, Tri-Built Smooth HT S/A 90 attached Underlaymentor Grip-Rite Smooth Seal HT Mechanically Lastobond TU HT, Tri-Built S/A HT TU Underlaymentor Colphene FR GR180 attached NEMO ETC, LLCEvaluation Report S18010.06.09-R19 TH Certificate of Authorization #32455 7EDITION (2020) FBC NON-HVHZ EVALUATIONFL2569-R21 Soprema Roof UnderlaymentsRevision 19: 12/15/2020 Page 7of 9 BQQSPWFE TUSVDUVSF HmbttI!1:02503132 N EMO|etc. 5.10Tile Slippage Limitations: When loading roof tiles on the underlayment in direct-deck tile roof 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. T ABLE 4: T ILE S LIPPAGE L IMITATIONS FOR D IRECT-D ECK T ILE I NSTALLATIONS UnderlaymentTile ProfileStaging MethodMaximum Slope FlatMax. 10-tile stack6:12 LuggedMax. 10-tile stack5:12 Max. 10-tile stack (bottom 2-tile stack shall be inverted, 6:12 followed by 8 tiles high on slope, as shown below) Lastobond TU HT, Tri- Built S/A HT TU Underlayment Lugged FlatMax. 10-tile stack5:12 Colphene FR GR LuggedMax. 10-tile stack6:12 6.I NSTALLATION: 6.1 Soprema Roof Underlayments shall be installed in accordance with Soprema published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2Re-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). Installation of RESISTO LB1236, TRI-BUILT Sand-R SA Shingle Underlayment, Grip-Rite Eave & Valley Protector or 6.2.1 TopShield ICE & WATER DEFENDERself-adhering underlaymentin a reroof (tear-off) application atop an existing underlayment (per Table 2) requires priming of the existing substrate with RESISTO EXTERIOR PRIMER. Final acceptance of any existing substrate in a reroof (tear-off) installation is at the discretion of the installer and the Authority Having Jurisdiction.Should a question arise as to the suitability of an existing substrate to receive RESISTO LB1236, TRI-BUILT Sand-R SA Shingle Underlayment, Grip-Rite Eave & Valley Protector or TopShield ICE & WATER DEFENDERself-adhering underlayments, contact RESISTO technical support. 6.3Lastobond TU HT, Tri-Built S/A HT TU Underlayment, 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, Tri-Built Smooth HT S/A Underlayment,Grip-Rite Smooth Seal HT,RESISTO LB1236, TRI-BUILT Sand-R SA Shingle Underlayment, Grip-Rite Eave & Valley Protector, TopShield ICE & WATER DEFENDER, RESISTO LB1244 or Colphene FR GR: 6.3.1Non-Tile Applications: Shall be installed in compliance with requirements for an approved self-adhering underlayment (ASTM D1970)in FBC 1507.1.1.1 or 1507.1.1.3 or FBC Residential R905.1.1.1 or R905.1.1.3 for the type of prepared roof covering to be installed, and . When installed over a mechanically attached base sheet of FBC Approved ASTM D226, Type II feltthe base sheet shall be fastened in accordance with FBC 1507.1.1 or R905.1.1. NEMO ETC, LLCEvaluation Report S18010.06.09-R19 TH Certificate of Authorization #32455 7EDITION (2020) FBC NON-HVHZ EVALUATIONFL2569-R21 Soprema Roof UnderlaymentsRevision 19: 12/15/2020 Page 8of 9 BQQSPWFE TUSVDUVSF HmbttI!1:02503132 N EMO|etc. 6.3.2Tile Applications: Limited to Lastobond TU HT, Tri-Built S/A HT TU Underlaymentor Colphene FR GR. Shall be installed in compliance with the requirements forSelf-Adhered Membrane set forth in FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Editionand instructions. Refer to Section 5.8.3 herein for attachment limitations. Refer to Table 4 herein for tile staging limitations. 7.B UILDING P ERMIT R EQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction to properly evaluate the installation of this product. 8.M ANUFACTURING P LANTS: Contact the named QA entity for manufacturing facilities covered by F.A.C. Rule 61G20-3 QA requirements. Refer to Section 4 herein for products and production locations having met codified material standards. 9.Q UALITY A SSURANCE E NTITY: UL, LLC QUA9625; (314) 578-3406; k.chancellor@us.ul.com -END OF EVALUATION REPORT - NEMO ETC, LLCEvaluation Report S18010.06.09-R19 TH Certificate of Authorization #32455 7EDITION (2020) FBC NON-HVHZ EVALUATIONFL2569-R21 Soprema Roof UnderlaymentsRevision 19: 12/15/2020 Page 9of 9 TUSVDUVSF HmbttI!1:02503132 TUSVDUVSF HmbttI!1:02503132 TUSVDUVSF HmbttI!1:02503132 TUSVDUVSF HmbttI!1:02503132 TUSVDUVSF HmbttI!1:02503132 TUSVDUVSF HmbttI!1:02503132 TUSVDUVSF HmbttI!1:02503132 TUSVDUVSF HmbttI!1:02503132