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HomeMy WebLinkAboutPRODUCT APPROVAL ROOFING TILES1/15/2021 Florida Building Code Online www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqtO4mGNBAAIXGaCXFLgsFDOP7hRgHBWfAlTEffLOSGD%2bA%3d%3d 1/5 BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links Search Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL #FL7849-R13 Application Type Revision Code Version 2020 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Boral Roofing Address/Phone/Email 7575 Irvine Center Drive Suite 100 Irvine, CA 92618 (801) 380-6091 RobinAnderson@boral.com Authorized Signature Anderson Robin RobinAnderson@boral.com Technical Representative Robin Anderson Address/Phone/Email 10701 So. River Front Parkway Suite 300 So. Jordan, UT 84095 (801) 380-6091 robinanderson@boral.com Quality Assurance Representative Robin Anderson Address/Phone/Email 7575 Irvine Center Dr. #100 Irvine, CA 92618 (801) 380-6091 robinanderson@boral.com Category Roofing Subcategory Roofing Tiles Compliance Method Evaluation Report from a Product Evaluation Entity Evaluation Entity IAPMO Uniform Evaluation Services LLC. Quality Assurance Entity QAI Laboratories Quality Assurance Contract Expiration Date 12/31/2025 Validated By Gary W. Walker Validation Checklist - Hardcopy Received Certificate of Independence FL7849_R13_COI_IAPMO Uniform ES - Certificate of Independence.pdf Referenced Standard and Year (of Standard)Standard Year ASTM C1492 2009 ASTM E108 2016 Equivalence of Product Standards Certified By Sections from the Code 1/15/2021 Florida Building Code Online www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqtO4mGNBAAIXGaCXFLgsFDOP7hRgHBWfAlTEffLOSGD%2bA%3d%3d 2/5 Product Approval Method Method 1 Option C Date Submitted 11/09/2020 Date Validated 11/10/2020 Date Pending FBC Approval Date Approved 11/18/2020 Summary of Products Go to Page Page 1 / 2 FL #Model, Number or Name Description 7849.1 Barcelona - Impact High Profile - Katy, TX Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Installation Instructions FL7849_R13_II_EBS-Installtion.pdf FL7849_R13_II_Florida High Wind Tile Installation Manual - 6th Edition.pdf Verified By: Gary W. Walker 40455 Created by Independent Third Party: Yes Evaluation Reports FL7849_R13_AE_UES ER-412.pdf 7849.2 Barcelona 900 High Profile - Lake Wales, FL Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Installation Instructions FL7849_R13_II_EBS-Installtion.pdf FL7849_R13_II_Florida High Wind Tile Installation Manual - 6th Edition.pdf Verified By: Gary W. Walker 40455 Created by Independent Third Party: Yes Evaluation Reports FL7849_R13_AE_UES ER-412.pdf 7849.3 Barcelona 900 High Profile - Lathrop, CA Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Installation Instructions FL7849_R13_II_EBS-Installtion.pdf FL7849_R13_II_Florida High Wind Tile Installation Manual - 6th Edition.pdf Verified By: Gary W. Walker 40455 Created by Independent Third Party: Yes Evaluation Reports FL7849_R13_AE_UES ER-412.pdf 7849.4 Bermuda Flat Profile - Okeechobee, FL Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Installation Instructions FL7849_R13_II_EBS-Installation.pdf FL7849_R13_II_Florida High Wind Tile Installation Manual - 6th Edition.pdf Verified By: IAPMO Uniform Evaluation Services LLC. Created by Independent Third Party: Evaluation Reports FL7849_R13_AE_UES ER-412.pdf 7849.5 Cedarlite 600 Flat Profile - Stockton, CA Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Installation Instructions FL7849_R13_II_Cedarlite Madera-Installation.pdf FL7849_R13_II_EBS-Installtion.pdf FL7849_R13_II_Florida High Wind Tile Installation Manual - 6th Edition.pdf Verified By: Gary W. Walker 40455 Created by Independent Third Party: Yes Evaluation Reports FL7849_R13_AE_UES ER-412.pdf 7849.6 Espana / Barcelona High Profile - Rialto, CA Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Installation Instructions FL7849_R13_II_EBS-Installtion.pdf FL7849_R13_II_Florida High Wind Tile Installation Manual - 6th Edition.pdf Verified By: Gary W. Walker 40455 Created by Independent Third Party: Yes 1/15/2021 Florida Building Code Online www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqtO4mGNBAAIXGaCXFLgsFDOP7hRgHBWfAlTEffLOSGD%2bA%3d%3d 3/5 Evaluation Reports FL7849_R13_AE_UES ER-412.pdf 7849.7 Espana / Barcelona High Profile - Henderson, NV Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Installation Instructions FL7849_R13_II_EBS-Installtion.pdf FL7849_R13_II_Florida High Wind Tile Installation Manual - 6th Edition.pdf Verified By: Gary W. Walker 40455 Created by Independent Third Party: Yes Evaluation Reports FL7849_R13_AE_UES ER-412.pdf 7849.8 Espana 600 / Barcelona 600 High Profile - Rialto, CA Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Installation Instructions FL7849_R13_II_EBS-Installtion.pdf FL7849_R13_II_Florida High Wind Tile Installation Manual - 6th Edition.pdf Verified By: Gary W. Walker 40455 Created by Independent Third Party: Yes Evaluation Reports FL7849_R13_AE_UES ER-412.pdf 7849.9 Estate "S"Low Profile - Okeechobee, FL Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Installation Instructions FL7849_R13_II_EBS-Installation.pdf FL7849_R13_II_Florida High Wind Tile Installation Manual - 6th Edition.pdf Verified By: ICC Evaluation Service, LLC Created by Independent Third Party: Evaluation Reports FL7849_R13_AE_UES ER-412.pdf 7849.10 Galena Spanish "S"High Profile - Okeechobee, FL Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Installation Instructions FL7849_R13_II_EBS-Installation.pdf FL7849_R13_II_Florida High Wind Tile Installation Manual - 6th Edition.pdf Verified By: IAPMO Uniform Evaluation Services LLC. Created by Independent Third Party: Evaluation Reports FL7849_R13_AE_UES ER-412.pdf 7849.11 Madera - 700 & 900 Flat Profile - Stockton, CA Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Installation Instructions FL7849_R13_II_Cedarlite Madera-Installation.pdf FL7849_R13_II_EBS-Installtion.pdf FL7849_R13_II_Florida High Wind Tile Installation Manual - 6th Edition.pdf Verified By: Gary W. Walker 40455 Created by Independent Third Party: Yes Evaluation Reports FL7849_R13_AE_UES ER-412.pdf 7849.12 Mission S / Barcelona High Profile - Phoenix, AZ Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Installation Instructions FL7849_R13_II_EBS-Installtion.pdf FL7849_R13_II_Florida High Wind Tile Installation Manual - 6th Edition.pdf Verified By: Gary W. Walker 40455 Created by Independent Third Party: Yes Evaluation Reports FL7849_R13_AE_UES ER-412.pdf 7849.13 Plantation Flat Profile - Okeechobee, FL Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Installation Instructions FL7849_R13_II_EBS-Installation.pdf FL7849_R13_II_Florida High Wind Tile Installation Manual - 6th Edition.pdf Verified By: IAPMO Uniform Evaluation Services LLC. Created by Independent Third Party: Evaluation Reports FL7849_R13_AE_UES ER-412.pdf 7849.14 Saxony - Country Shake, Country Slate, Country Split Shake, English Thatch, Impact, Shake & Slate Flat Profile - Katy, TX 1/15/2021 Florida Building Code Online www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqtO4mGNBAAIXGaCXFLgsFDOP7hRgHBWfAlTEffLOSGD%2bA%3d%3d 4/5 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Installation Instructions FL7849_R13_II_EBS-Installtion.pdf FL7849_R13_II_Florida High Wind Tile Installation Manual - 6th Edition.pdf Verified By: ICC Evaluation Service, LLC Created by Independent Third Party: Evaluation Reports FL7849_R13_AE_UES ER-412.pdf 7849.15 Saxony - Shake & Slate Flat Profile - Phoenix, AZ Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Installation Instructions FL7849_R13_II_EBS-Installation.pdf FL7849_R13_II_Florida High Wind Tile Installation Manual - 6th Edition.pdf Verified By: IAPMO Uniform Evaluation Services LLC. Created by Independent Third Party: Evaluation Reports FL7849_R13_AE_UES ER-412.pdf 7849.16 Saxony - Shake, Slate, Country Slate, Split Old English Thatch & Impact Flat Profile - Denver, CO Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Installation Instructions FL7849_R13_II_EBS-Installtion.pdf FL7849_R13_II_Florida High Wind Tile Installation Manual - 6th Edition.pdf Verified By: Gary W. Walker 40455 Created by Independent Third Party: Yes Evaluation Reports FL7849_R13_AE_UES ER-412.pdf 7849.17 Saxony 600 - Slate, Shake & Split Shake Flat Profile - Stockton, CA Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Installation Instructions FL7849_R13_II_EBS-Installtion.pdf FL7849_R13_II_Florida High Wind Tile Installation Manual - 6th Edition.pdf Verified By: Gary W. Walker 40455 Created by Independent Third Party: Yes Evaluation Reports FL7849_R13_AE_UES ER-412.pdf 7849.18 Saxony 600 - Slate, Shake & Split Shake Flat Profile - Rialto, CA Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Installation Instructions FL7849_R13_II_EBS-Installtion.pdf FL7849_R13_II_Florida High Wind Tile Installation Manual - 6th Edition.pdf Verified By: Gary W. Walker 40455 Created by Independent Third Party: Yes Evaluation Reports FL7849_R13_AE_UES ER-412.pdf 7849.19 Saxony 700 - Shake, Slate & Split Shake Flat Profile - Stockton, CA Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Installation Instructions FL7849_R13_II_EBS-Installtion.pdf FL7849_R13_II_Florida High Wind Tile Installation Manual - 6th Edition.pdf Verified By: Gary W. Walker 40455 Created by Independent Third Party: Yes Evaluation Reports FL7849_R13_AE_UES ER-412.pdf 7849.20 Saxony 700 - Shake, Slate & Split Shake Flat Profile - Rialto, CA Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Installation Instructions FL7849_R13_II_EBS-Installtion.pdf FL7849_R13_II_Florida High Wind Tile Installation Manual - 6th Edition.pdf Verified By: Gary W. Walker 40455 Created by Independent Third Party: Yes Evaluation Reports FL7849_R13_AE_UES ER-412.pdf Go to Page Page 1 / 2 Number: 412 Originally Issued: 07/31/2015 Revised: 08/21/2020 Valid Through: 07/31/2021 The product described in this Uniform Evaluation Service (UES) Report has been evaluated as an alternative material, design o r 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 the code 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 © 2020 by International Association of Plumbing and Mechanical Officials. All rights reserved. Printed in the United States. Ph: 1 -877-4IESRPT • Fax: 909.472.4171 web: www.uniform-es.org • 4755 East Philadelphia Street, Ontario, California 91761-2816 – USA Page 1 of 7 BORAL ROOFING 7575 Irvine Center Drive, Suite 100 Irvine, California 92618 (949) 756-1605 www.boralamerica.com CONCRETE ROOF TILES CSI Section: 07 32 16 Concrete Roof Tiles 1.0 RECOGNITION Boral Roofing Concrete Roof Tiles recognized in this report have been evaluated for use as concrete roof tiles. The weather resistance, wind uplift resistance and fire classification properties of the roof tiles comply with the intent of the provisions of the following codes and regulations: • 2018, 2015, 2012, 2009, and 2006 International Building Code® (IBC) • 2018, 2015, 2012, 2009, and 2006 International Residential Code® (IRC) • 2019 California Building Code (CBC) –Supplement attached • 2019 California Residential Code (CRC) – Supplement attached • 2020 Florida Building Code, Building (FBC, Building) – Supplement attached • 2020 Florida Building Code, Residential (FBC, Residential) – Supplement attached 2.0 LIMITATIONS Use of the Boral Roofing Concrete Roof Tiles recognized in this report is subject to the following limitations: 2.1 The roof tiles shall be manufactured, identified and installed in accordance with this report and the applicable code. In the event of a conflict this report governs. 2.2 Boral Roofing “concrete roof tile shall be installed on roof slopes of 2½ units vertical in 12 units horizontal (21- percent slope) or greater.” IBC Section 1507.3.2. 2.3 The supporting structure shall be designed to support the loads and is beyond the scope of this report. 2.4 The Concrete Roof Tiles recognized in this report are produced in Lake Wales, FL; Brookshire, TX; Phoenix, AZ; Henderson, NV; Okeechobee, FL, Rialto, CA; French Camp, CA; Henderson, CO and Lathrop, CA; Tables 2 A through 2 I describe the tiles produced at each location. 3.0 PRODUCT USE 3.1 General: Boral Roofing Concrete Roof Tiles shall be used as a roof covering in accordance with IBC Section 1503 or IRC Section 903, as applicable. 3.2 Installation: 3.2.1 Installation when installed in accordance with the requirements of the 2018 IBC or IRC: Boral Concrete Roof Tile shall be installed in accordance with 2018 IBC Section 1507.3 or 2018 IRC Section R905.3, including the attachment requirements of 2018 IBC Section 1507.3.7 or 2018 IRC Section R905.3.7, as applicable. Underlayment shall conform to 2018 IBC Section 1507.1.1 or 2018 IRC Section R905.1.1 3.2.2 Installation when the 2015, 2012, 2009 or 2006 IBC or IRC is applicable: Boral Concrete Roof Tile shall be fastened in accordance with The Concrete and Clay Roof Tile Installation Manual for Moderate Climate Regions, dated July 2015, published by the Tile Roofing Institute and the Western States Roofing Contractors Association, and this report.. The TRI manual is available for download attached to ER-2015 from the UES website at www.uniform-es.org. The Concrete Roof Tile shall be attached to the roof structure based on the applicable code and criteria for applicability as noted in Table 1 of this report. TABLE 1 – ATTACHMENT DESIGN Applicable Code Criteria for Applicability Design Information Location 2015 or 2012 IBC Ultimate Design Wind Speeds (Vult) ≤ 130 MPH and Mean Roof Height ≤ 60 feet Roof Tile Installation Manual & Table 1507.3.7 of the applicable IBC 2009 or 2006 IBC Basic Wind Speed (3 sec gust) ≤ 100 mph and Mean Roof Height ≤ 60 feet 2015, 2012, 2009 or 2006 IRC Mean Roof Height ≤ 40 feet Roof Tile Installation Manual & Section R905.3.7 For SI: 1 foot = 305 mm, 1 mph = 1.6 m/s 3.4 Anchoring: Boral Concrete Roof tile may be anchored by mortar in accordance with the applicable building code and, where permitted, the TRI Manual or adhesively attached in accordance with the adhesive manufacturer’s research report issued by an approved evaluation service agency. Number: 412 Originally Issued: 07/31/2015 Revised: 08/21/2020 Valid Through: 07/31/2021 Page 2 of 7 4.0 PRODUCT DESCRIPTION Boral Roofing Concrete Roof Tiles comply with ASTM C1492 as required by Section 1507.3.5 of the IBC. The roof tiles are described by model, weight, dimensions, and tile factor in Tables 2 A through 2 I, for each of the production locations listed in Section 2.4 of this report. When installed in accordance with this report on minimum 15/32 inch thick (12 mm) plywood solid sheathing or non-combustible decks, the assembly incorporating the roof tiles achieve an ASTM 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 accordance with the adhesive manufacturer’s approved research report. 5.0 IDENTIFICATION Shipping pallets are identified with the report holder’s name (Boral Roofing), manufacturing address, product name, installed weight, inspection agency, and evaluation report number (ER-412). The Cedarlite 600, Madera 700 and Madera 900 tiles are imprinted on the top side of each tile with an “M”, all other filed tiles are imprinted with the name “Boral”, “Boral Lifetile”, “Monierlifetile”, or the Boral Roofing, or MonierLifetile or “Vostile” or logo. The identification includes the IAPMO Uniform Evaluation Service Mark of Conformity. Either Mark of Conformity may be used as shown below: or IAPMO UES ER-412 6.0 SUBSTANTIATING DATA Data in accordance with ICC-ES AC180, dated February 2012 (editorially revised March 2018), manufacturer’s descriptive literature and installation instructions. Test reports are from laboratories in compliance with ISO/IEC 17025. 7.0 STATEMENT OF RECOGNITION This evaluation report describes the results of research carried out by IAPMO Uniform Evaluation Service on Boral Roofing Concrete Roof Tiles to assess conformance to the codes shown in Section 1.0 of this report and serves as documentation of the product certification. Products are manufactured at locations noted in Section 2.4 of this report under a quality control program with periodic inspection under the supervision of IAPMO UES. Brian Gerber, P.E., S.E. Vice President, Technical Operations Uniform Evaluation Service Richard Beck, PE, CBO, MCP Vice President, Uniform Evaluation Service GP Russ Chaney CEO, The IAPMO Group For additional information about this evaluation report please visit www.uniform-es.org or email us at info@uniform-es.org Number: 412 Originally Issued: 07/31/2015 Revised: 08/21/2020 Valid Through: 07/31/2021 Page 3 of 7 Table 2 B - Tiles Manufactured at Henderson, NV Tile Installed Dry Weight1 (psf) Dimemsions2 (inch) Tile Factor Length X Width TF (ft3) Ratio 1 España / Barcelona 9.0 17 X 123/8 1.470 1.045 Saxony 900 – Shake, Slate, Country Slate 9.1 17 X 13 1.533 1.090 For SI: 1 inch = 25.4 mm, 1 psf = 4.88 kg/m2 Table 2 C - Tiles Manufactured at Katy (Brookshire), TX Tile Installed Dry Weight1 (psf) Dimemsions2 (inch) Tile Factor Length X Width TF (ft3) Ratio 1 Barcelona – Impact 10.3 16½ X 13 1.444 1.027 Saxony – Country Shake, Country Slate, Country Split Shake, English Thatch 10.3 16½ X 13 1.392 0.989 Saxony – Impact 10.5 16½ X 13 1.392 0.989 Saxony – Shake, Slate 10.3 16½ X 13 1.392 0.989 Tejas España / Barcelona 9.0 16½ X 13 1.407 1.000 Villa 9.0 16½ X 13 1.407 1.000 For SI: 1 inch = 25.4 mm, 1 psf = 4.88 kg/m2 NOTES TO TABLES: 1. Used on a 3-inch head-lap. 2. Nominal dimension. Table 2 A - Tiles Manufactured at Denver (Henderson), CO Tile Installed Dry Weight1 (psf) Dimemsions2 (inch) Tile Factor Length X Width TF (ft3) Ratio 1 Saxony – Shake, Slate, Country Slate Split Old English Thatch 9.6 17 X 13 1.568 1.115 Saxony – Impact 10.5 17 X 13 1.568 1.115 Villa 900 9.0 17 X 13 1.503 1.068 Villa– Impact 10.1 17 X 13 1.503 1.068 For SI: 1 inch = 25.4 mm, 1 psf = 4.88 kg/m2 Number: 412 Originally Issued: 07/31/2015 Revised: 08/21/2020 Valid Through: 07/31/2021 Page 4 of 7 Table 2 D - Tiles Manufactured at Lake Wales, FL Tile Installed Dry Weight1 (psf) Dimemsions2 (inch) Tile Factor Length X Width TF (ft3) Ratio 1 Barcelona 900 9.5 17 X 13 1.525 1.084 Saxony 900 – Shake, Slate, Split Shake, Country Slate 9.5 17 X 13 1.545 1.098 Spanish “S” Nuevo 9.9 17 X 93/4 1.144 0.813 Villa 900 9.2 17 X 13 1.533 1.090 For SI: 1 inch = 25.4 mm, 1 psf = 4.88 kg/m2 Table 2 E - Tiles Manufactured at Lathrop, CA Tile Installed Dry Weight1 (psf) Dimemsions2 (inch) Tile Factor Length X Width TF (ft3) Ratio 1 Barcelona 900 9.3 17 X 13 1.509 1.073 Saxony 900 – Shake, Slate 9.1 17 X 13 1.533 1.090 For SI: 1 inch = 25.4 mm, 1 psf = 4.88 kg/m2 Table 2 F - Tiles Manufactured at Phoenix, AZ Tile Installed Dry Weight1 (psf) Dimemsions2 (inch) Tile Factor Length X Width TF (ft3) Ratio 1 Mission S / Barcelona 10.3 16½ X 13 1.494 1.062 Saxony – Shake, Slate 9.5 16½ X 13 1.494 1.062 Villa 9.0 16½ X 13 1.407 1.000 For SI: 1 inch = 25.4 mm, 1 psf = 4.88 kg/m2 Table 2 G - Tiles Manufactured at Okeechobee, FL Tile Installed Dry Weight1 (psf) Dimemsions2 (inch) Tile Factor Length X Width TF (ft3) Ratio 1 Bermuda 12.44 161/8 X 101/8 1.036 0.736 Estate “S” 7.9 16½ X 13 1.417 1.007 Galena Spanish “S” 9.3 17 X 10 1.144 0.831 Plantation 10.4 16½ X 13 1.426 1.014 Saxony 900 9.3 17 X 13 1.533 1.090 For SI: 1 inch = 25.4 mm, 1 psf = 4.88 kg/m2 NOTES TO TABLES: 1. Used on a 3-inch head-lap. 2. Nominal dimension. Number: 412 Originally Issued: 07/31/2015 Revised: 08/21/2020 Valid Through: 07/31/2021 Page 5 of 7 Table 2 H - Tiles Manufactured at Rialto, CA Tile Installed Dry Weight1 (psf) Dimemsions2 (inch) Tile Factor Length X Width TF (ft3) Ratio 1 España / Barcelona 9.0 17 X 123/8 1.454 1.033 España 600 / Barcelona 600 5.9 17 X 123/8 1.454 1.033 Saxony 600 - Slate, Shake, Split Shake 5.9 17 X 13 1.533 1.090 Saxony 700 – Slate, Shake, Split Shake 7.1 17 X 13 1.533 1.090 Saxony 900 - Slate, Shake, Country Shake 9.3 17 X 13 1.533 1.090 Villa 600 5.8 17 X 13 1.494 1.061 Villa 900 9.0 17 X 13 1.494 1.061 For SI: 1 inch = 25.4 mm, 1 psf = 4.88 kg/m2 Table 2 I - Tiles Manufactured at Stockton (French Camp), CA Tile Installed Dry Weight1 (psf) Dimemsions2 (inch) Tile Factor Length X Width TF (ft3) Ratio 1 Cedarlite 600 5.9 13½ X 13 0.942 0.673 Madera 700 7.2 13½ X 13 0.947 0.673 Madera 900 9.5 13½ X 13 0.947 0.673 Saxony 600 – Slate, Shake, Split Shake 5.7 17 X 13 1.525 1.084 Saxony 700 – Slate, Shake, Split Shake 7.2 17 X 13 1.525 1.084 Saxony 900 – Hartford Slate, Shake, Slate, Country Slate 9.1 17 X 13 1.533 1.090 Saxony 900 – Split Old English Thatch 9.8 17 X 13 1.525 1.084 Villa 600 6.0 17 X 13 1.494 1.115 Villa 900 9.3 17 X 13 1.494 1.115 For SI: 1 inch = 25.4 mm, 1 psf = 4.88 kg/m2 NOTES TO TABLES: 1. Used on a 3-inch head-lap. 2. Nominal dimension. Number: 412 Originally Issued: 07/31/2015 Revised: 08/21/2020 Valid Through: 07/31/2021 Page 6 of 7 CALIFORNIA SUPPLEMENT BORAL ROOFING 7575 Irvine Center Drive, Suite 100 Irvine, California 92618 (949) 756-1605 www.boralamerica.com CONCRETE ROOF TILES CSI Section: 07 32 16 Concrete Roof Tiles 1.0 RECOGNITION The Boral Concrete Roof Tiles evaluated in IAPMO UES ER-412 is a satisfactory alternative to the following codes and regulations: • 2019 California Building Code (CBC) • 2019 California Residential Code (CRC) 2.0 PRODUCT USE 2.1 The 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 1507.3.10 and 1513 CBC or Section 905.3 of the CRC, as applicable, and ER-412. 2.2 Roof Tiles shall be installed in accordance with Sections 3.0 and 4.0 of ER-412 except, where the building official requires conformance to the CBC or CRC, the following shall be substituted: 2.2.1 Underlayment shall conform with CBC Section 1507.1.1 or CRC Section 905.1.1. 2.2.2 Attachment 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. 2.3 Boral Roofing concrete roof tiles may be used in “new 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 comply with the provisions” in accordance with Sections 701A.3 and 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. 2.4 Boral Roofing concrete roof tiles used on structures regulated by the Division of the State Architect or the Office of Statewide Planning and Development are subject to installation provisions in CBC Section 1513. For additional information about this evaluation report please visit www.uniform-es.org or email us at info@uniform-es.org Number: 412 Originally Issued: 07/31/2015 Revised: 08/21/2020 Valid Through: 07/31/2021 Page 7 of 7 FLORIDA SUPPLEMENT BORAL ROOFING 7575 Irvine Center Drive, Suite 100 Irvine, California 92618 (949) 756-1605 www.boralamerica.com CONCRETE ROOF TILES CSI Section: 07 32 16 Concrete Roof Tiles 1.0 RECOGNITION 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 2.1 Verification 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). 2.2 Evaluation to the high-velocity hurricane zone provisions in Section 1512 of 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 2018 International Building Code and the 2018 International 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, Sixth Edition where the Vasd is determined in accordance with” FBC, Building Section 1609.3.1, FBC-Residential Section 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 loads shall be in accordance with Section 1609.5 of the FBC, Building or Section R301.2.1 of the FBC, Residential, as applicable. For additional information about this evaluation report please visit www.uniform-es.org or email us at info@uniform-es.org BATTEN INSTALLATION • Battens are to be fastened through the batten and through the plastic pads. Locations of pads are marked with a target on top of the batten for ease of installation. Pads are located 12” on center to allow 12” or 24” on center as required per code and roof design. • Battens are to be fastened to the deck with corrosion-resistant fasteners. Batten fasteners are to be 8d nails, #8 - 2-inch wood screws at 24-inch on centers, or 2-inch long 16 gauge staples with 7/16- inch crown at 12-inch on centers. Batten fasteners are to either penetrate 3/4-inch into the roof deck or framing or through the roof deck whichever is less. • EBS compatible eave risers should be used to insure proper elevation of eave tiles. TILE INSTALLATION Basic wind speed less than 100 mph and with a mean roof height of 40 feet or less. • Fasten tiles to the battens only. Tile fasteners must completely penetrate the batten, but not penetrate the underlayment, deck or framing using the following recommended fastener lengths: Basic wind speed 100 mph or greater or mean roof height greater than 40 feet. • Roof tiles must be attached in accordance with the “Design Considerations for High Wind Application” in the Tile Roofing Institute (TRI) Concrete and Clay Roof Tile – Installation Manual for Moderate Climate Regions or the Florida Roofing and Sheet Metal ssociation (FRSA)/TRI Concrete and Clay Roof Tile Installation Manual. • Tile fasteners are to either penetrate 3/4-inch into the roof deck or framing or through the roof deck,whichever is less. EBS USAGE RECOMMENDATIONS Cedarlite & Madera • 120 linear feet when courses are 9.25 to 10 inches (Each bundle equals 0.8 squares). • 130 linear feet when courses are less than 9.25 inches (Each bundle equals .738 squares). All other tiles • 80 linear feet when courses are 13.3 to 14 inches (Each bundle equals 1.2 squares). • 90 linear feet when courses are 12.1 to 13.3 inches (Each bundle equals 1.016 squares). Usage may vary depending on tile course layout and adjustments for roof size.TILE PROFILE RECOMMENDED FASTENER LENGTH Flat Profiles 1 3/4” High Profiles 1 3/4” at pan 3” at crown Medium Profiles 2 1/2” at center hole 3” at side holes Elevated Batten System® INSTALLATION GUIDE © 2016 Boral Roofing LLC AC542-6/16 The following guidelines are provided to insure proper installation of Elevated Batten System®, however check local building code for additional or different fastening requirements Boral Roofing Build something great™ 1.800.669.TILE (8453) | www.BoralRoofComponents.com 1/14/2021 Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqtVSv8n70DFXfTAzV6GMEbUpLHfA5CWUPE%3d 1/2 BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links Search Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL #FL5374-R6 Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer East Coast Metals, Inc. Address/Phone/Email 7905 W. 20th Avenue Hialeah, FL 33014 (305) 885-9991 acastellanos@eastcoast-metals.com Authorized Signature Tom Castellanos acastellanos@eastcoast-metals.com Technical Representative Tom Castellanos Address/Phone/Email 7905 W. 20th Avenue Hialeah, FL 33014 (305) 885-9991 tom@eastcoast-metals.com Quality Assurance Representative Andrew Castellanos Address/Phone/Email 7905 W. 20th Avenue Hialeah, FL 33014 (305) 885-9991 andrew@eastcoast-metals.com Category Roofing Subcategory Roofing Accessories that are an Integral Part of the Roofing 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 Evaluation Report Robert Nieminen Florida License PE-59166 Quality Assurance Entity Architectural Testing, Inc., an Intertek Company Quality Assurance Contract Expiration Date 12/31/2023 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL5374_R6_COI_2020_01_COI_NIEMINEN.pdf Referenced Standard and Year (of Standard)Standard Year FRSA/TRI (09-18)2018 RAS 118 2020 RAS 119 2020 RAS 120 2020 SSTD 11 1997 TAS 101 1995 1/14/2021 Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqtVSv8n70DFXfTAzV6GMEbUpLHfA5CWUPE%3d 2/2 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/29/2020 Date Validated 10/05/2020 Date Pending FBC Approval 10/12/2020 Date Approved 12/15/2020 Summary of Products FL #Model, Number or Name Description 5374.1 TRIMLOCK and TRIMLOCK PLUS Preformed hip & ridge anchor designed for use with adhesive- set roof tile. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-178 Other: 1.) Refer to Evaluation Report Section 5 for Limits of Use. 2.) The design pressure herein pertains to use in non- HVHZ jurisdictions in conjunction with Table 1A of FRSA/TRI (09-18). Refer to Tables 2A and 2B in the Evaluation Report for all options and associated allowable design pressures. Installation Instructions FL5374_R6_II_2020_09_29_FINAL_ER_ECM Trim Lock_FL5374-R6.pdf Verified By: Robert Nieminen PE-59166 Created by Independent Third Party: Yes Evaluation Reports FL5374_R6_AE_2020_09_29_FINAL_ER_ECM Trim Lock_FL5374-R6.pdf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida. :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public-records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: NEMO|etc. Certificate of Authorization #32455 353 Christian Street, Unit #13 Oxford, CT 06478 (203) 262-9245 ENGINEER EVALUATE TEST CONSULT EVALUATION REPORT East Coast Metals, Inc. 7905 W. 20th Avenue Hialeah, FL 33014 (305) 885-9991 Evaluation Report E10240.08.08-R5 FL5374-R6 Date of Issuance: 09/03/2008 Revision 5: 09/29/2020 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 products desc ribed herein have been evaluated for compliance with the 7th Edition (2020) Florida Building Code sections noted herein. DESCRIPTION: TRIMLOCK and TRIMLOCK PLUS Hip & Ridge Anchor 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 or production facility location(s) changes, or Code provisions that relate to the product(s) change. Acceptance of our Evaluation Reports by the named client constitutes agreement to notify NEMO ETC, LLC of any changes to the product(s), the Quality Assurance or the production facility location(s). NEMO ETC, LLC requires a complete review of its Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: 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. 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. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 09/29/2020. 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 produ cts 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. ©2019, NEMO ETC, LLC NEMO|etc. NEMO ETC, LLC Evaluation Report E10240.08.08-R5 Certificate of Authorization #32455 7TH EDITION (2020) FBC NON-HVHZ & HVHZ EVALUATION FL5374-R6 TRIMLOCK and TRIMLOCK PLUS Hip & Ridge Anchor Revision 5: 09/29/2020 Page 2 of 7 ROOFING COMPONENT EVALUATION: 1.SCOPE: Product Category: Roofing Sub-Category: Roofing Accessories that are an Integral Part of the Roofing System Compliance Statement: TRIMLOCK and TRIMLOCK PLUS, as produced by East Coast Metals, have demonstrated compliance with the following sections of the 7th Edition (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.STANDARDS: Section Property Standard Year 1507.3.7 Installation, non-HVHZ FRSA/TRI (09-18) 2018 1518.8.1 Installation, HVHZ RAS 118, 119 & 120 2020 1523.6.5.2.2 Static uplift resistance TAS 101 1995 1504.2.1.1 Overturning resistance SBCCI SSTD 11 1997 3.REFERENCES: Entity Examination Reference Date ERD (TST6049) Static Uplift Resistance E42730.08.13 08/23/2013 ERD (TST6049) Static Uplift Resistance ECM-SC6795.12.14-1 02/27/2015 ERD (TST6049) Static Uplift Resistance ECM-SC6795.12.14-2 02/27/2015 Florida TEC (TST7393) TAS 101 S10-628R 10/27/2010 NEMO (TST6049) Tensile adhesion 4i-ECM-20-SSCRT 09/29/2020 PRI (TST5878) TAS 101 ECM-001-02-01 09/21/2001 PRI (TST5878) TAS 101 ECM-003-02-01 06/13/2008 PRI (TST5878) TAS 101 ECM-004-02-01 06/13/2008 PRI (TST5878) TAS 101 ECM-005-02-01 06/13/2008 PRI (TST5878) TAS 101 ECM-006-02-01 06/13/2008 PRI (TST5878) TAS 101 ECM-007-02-01 06/13/2008 PRI (TST5878) TAS 101 ECM-008-02-01 06/13/2008 East Coast Metals Metal Quality Mill Certifications Various Intertek/ATI (QUA1844) Quality Control Participation Letter 03/11/2015 Intertek/ATI (QUA1844) Quality Control Florida BCIS Current 4.PRODUCT DESCRIPTION: 4.1 TRIMLOCK: Pre-formed metal channel designed for use as a hip and ridge base to which roof tiles are bonded in FBC Approved roof tile adhesive. TRIMLOCK is characterized by its profiled and perforated upper horizontal flange designed to receive and allow for interlock with the overlying tile adhesive. TRIMLOCK is available in 119-3/8-inch (+ 4, 5 or 6-inch (+ 3/8-inch) heights with 1.5-inch (+ 1/16-inch) deck-flanges. NEMO|etc. NEMO ETC, LLC Evaluation Report E10240.08.08-R5 Certificate of Authorization #32455 7TH EDITION (2020) FBC NON-HVHZ & HVHZ EVALUATION FL5374-R6 TRIMLOCK and TRIMLOCK PLUS Hip & Ridge Anchor Revision 5: 09/29/2020 Page 3 of 7 4.2 TRIMLOCK PLUS: Pre-formed metal channel designed for use as a hip and ridge base to which roof tiles are bonded in FBC Approved roof tile adhesive. TRIMLOCK PLUS is characterized by its profiled and perforated upper horizontal flange designed to receive and allow for interlock with the overlying tile adhesive and its perforated deck flanges, designed for installation atop the roof underlayment via placement in FBC Approved roof tile adhesive, which flows-through and interlocks with the underlying adhesive. TRIMLOCK PLUS is available in 119-3/8-inch (+ 3.5, 4, 5 or 6-inch (+ 3/8-inch) heights with 1.5-inch (+ 1/16-inch) deck-flanges. 4.4 TRIMLOCK and TRIMLOCK PLUS are fabricated of the following metals: Galvalume Steel: Min. 0.019 + 0.002-inch, ASTM A792, AZ55, min. 35 KSI. Aluminum: Min. 0.032 + 0.002-inch, ASTM B209, 3003-H14, min. 21 KSI. Stainless Steel: Min. 0.019 + 0.002-inch, ASTM A240/A480, T304, min. 35 KSI. 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 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. 5.3 This Evaluation Report does not include evaluation of fire classification. Refer to FBC 1505 or R902 for requirements and limitations regarding roof assembly fire classification. Refer to FBC 2603 for requirements and limitations concerning the use of foam plastic insulation. 5.4 This Evaluation Report does not include evaluation of roof edge termination. 5.5 HVHZ JURISDICTIONS (e.g., Broward and Miami-Dade Counties): 5.5.1 For TRIMLOCK, refer to FBC RAS 118, Drawing 13, Detail 3; RAS 119, Drawing 12, Detail 3; or RAS 120, Drawing 15, Detail 3. For TRIMLOCK PLUS, refer to the installation instructions herein. 5.5.2 Installations of TRIMLOCK are prescriptive by RAS 118, 119 and 120, and the data in Tables 1A and 1B is supplemental to these prescriptive allowances. Installations of TRIMLOCK PLUS are limited to projects having a required moment resistance (Mr) or uplift resistance (Fr), as determined in accordance with RAS 127, not greater than the data in Tables 1A and 1B. NEMO|etc. NEMO ETC, LLC Evaluation Report E10240.08.08-R5 Certificate of Authorization #32455 7TH EDITION (2020) FBC NON-HVHZ & HVHZ EVALUATION FL5374-R6 TRIMLOCK and TRIMLOCK PLUS Hip & Ridge Anchor Revision 5: 09/29/2020 Page 4 of 7 TABLE 1A: PERFORMANCE LIMITATIONS HVHZ INDEPENDENT PADDY PLACEMENT (MARGIN OF SAFETY ALREADY APPLIED) Hip & Ridge Anchor Tile Adhesive Allowable Performance Design Metal Type Type Placement (See 5.7) Moment Based Mf (ft-lbf) Uplift Based TRIMLOCK Galvalume®, aluminum or stainless steel clay or concrete AH- StormBond 2 Two-Component Roof Independent 171 159 TRIMLOCK PLUS Galvalume®, aluminum or stainless steel clay or concrete AH- Seal StormBond 2 Two-Component Independent 177 165 TABLE 1B: PERFORMANCE LIMITATIONS HVHZ INTERDEPENDENT PADDY PLACEMENT (MARGIN OF SAFETY ALREADY APPLIED) Hip & Ridge Anchor Tile Adhesive Allowable Performance Design Metal Type Type Placement (See 5.7) Moment Based Mf (ft-lbf) Uplift Based TRIMLOCK or TRIMLOCK PLUS Galvalume®, aluminum or stainless steel clay or concrete AH- Seal StormBond 2 Two-Component Interdependent 95 88 TRIMLOCK Galvalume®, stainless steel clay or concrete RTA- Interdependent 99 94 TRIMLOCK aluminum clay or concrete ICP RTA- Interdependent 90 84 TRIMLOCK PLUS Galvalume®, aluminum or stainless steel clay or concrete RTA- Interdependent 90 84 TRIMLOCK Galvalume® or stainless steel clay or concrete Interdependent 123 117 TRIMLOCK aluminum clay or concrete Interdependent 79 73 TRIMLOCK PLUS Galvalume®, aluminum or stainless steel clay or concrete Interdependent 79 73 TRIMLOCK Galvalume® or stainless steel clay or concrete Interdependent 146 139 TRIMLOCK Aluminum clay or concrete Interdependent 58 54 TRIMLOCK PLUS Galvalume®, aluminum or stainless steel clay or concrete Interdependent 58 54 NEMO|etc. NEMO ETC, LLC Evaluation Report E10240.08.08-R5 Certificate of Authorization #32455 7TH EDITION (2020) FBC NON-HVHZ & HVHZ EVALUATION FL5374-R6 TRIMLOCK and TRIMLOCK PLUS Hip & Ridge Anchor Revision 5: 09/29/2020 Page 5 of 7 5.6 NON-HVHZ JURISDICTIONS: 5.6.1 For TRIMLOCK, refer to FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition. For TRIMLOCK PLUS, refer to the installation instructions herein 5.6.2 Installations are limited to projects having hip and ridge design pressure requirements, determined in accordance with Table 1A of FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition, not greater than the following values. TABLE 2A: PERFORMANCE LIMITATIONS NON-HVHZ INDEPENDENT PADDY PLACEMENT (MARGIN OF SAFETY ALREADY APPLIED) Hip & Ridge Anchor Tile Adhesive Allowable Uplift (psf) Design Metal Type Type Placement (See 5.7) TRIMLOCK Galvalume®, aluminum or stainless steel clay or concrete - or - Independent 173 TRIMLOCK PLUS Galvalume®, aluminum or stainless steel clay or concrete ICP - or - Independent 178 TABLE 2B: PERFORMANCE LIMITATIONS NON-HVHZ INTERDEPENDENT PADDY PLACEMENT (MARGIN OF SAFETY ALREADY APPLIED) Hip & Ridge Anchor Tile Adhesive Allowable Uplift (psf) Design Metal Type Type Placement (See 5.7) TRIMLOCK or TRIMLOCK PLUS Galvalume®, aluminum or stainless steel clay or concrete - or - Interdependent 98 TRIMLOCK Galvalume® or stainless steel clay or concrete - Interdependent 110 TRIMLOCK aluminum clay or concrete ICP - Interdependent 93 TRIMLOCK PLUS Galvalume®, aluminum or stainless steel clay or concrete - Interdependent 93 TRIMLOCK Galvalume® or stainless steel clay or concrete DuPont de Interdependent 152 TRIMLOCK aluminum clay or concrete Interdependent 82 TRIMLOCK PLUS Galvalume®, aluminum or stainless steel clay or concrete DuPont de Interdependent 82 TRIMLOCK Galvalume® or stainless steel clay or concrete Interdependent 148 TRIMLOCK Aluminum clay or concrete DAP Foam DAP Foam Interdependent 61 TRIMLOCK PLUS Galvalume®, aluminum or stainless steel clay or concrete Interdependent 61 NEMO|etc. NEMO ETC, LLC Evaluation Report E10240.08.08-R5 Certificate of Authorization #32455 7TH EDITION (2020) FBC NON-HVHZ & HVHZ EVALUATION FL5374-R6 TRIMLOCK and TRIMLOCK PLUS Hip & Ridge Anchor Revision 5: 09/29/2020 Page 6 of 7 5.7 Refer to the tile adhesive : Each individual tile is bonded to the hip & ridge anchor in its own, single foam paddy or continuous foam ribbon; tile head laps are not bonded. Allowable performance data for : Each individual tile is bonded to the hip & ridge anchor in a foam paddy, and a second foam paddy bonds the tile head lap, or two tiles are bonded to the hip & ridge anchor 1 margin of safety applied to ultimate performance. 6.INSTALLATION: 6.1 The roof deck shall be minimum 15/32-inch plywood (non-HVHZ) or minimum 19/32-inch plywood (HVHZ) attached in accordance with FBC Chapter 23 to the satisfaction of the Authority Having Jurisdiction. 6.2 TRIMLOCK or TRIMLOCK PLUS shall be free of dust, debris, oils or other bond-breaking substance prior to placement of adhesive. 6.3 TRIMLOCK shall be installed using min. 11 ga. x 1¼-inch long x 3/8-inch head diameter galvanized annular ring shank nails spaced 6-inch o.c. along both deck-flanges. Fasteners shall be positioned ¾-inch from the outside edge of each deck-flange, set in a bed plastic roof cement. For FBC HVHZ, refer to FBC RAS 118, Drawing 13, Detail 3; RAS 119, Drawing 12, Detail 3; or RAS 120, Drawing 15, Detail 3. 6.4 TRIMLOCK PLUS shall be installed atop the Approved roof underlayment in continuous 2-inch wide ribbons of tile adhesive centered beneath each 1.5-inch wide deck flange. Place the TRIMLOCK PLUS into the wet adhesive and allow it to set-up prior to installation of roof tiles. View of Tile Adhesive Placement for TRIMLOCK PLUS Installation 6.4.1 It is critical that the bond between the TRIMLOCK PLUS, the tile adhesive and the underlayment is not disturbed prior to or during placement of the ridge tiles. NEMO|etc. NEMO ETC, LLC Evaluation Report E10240.08.08-R5 Certificate of Authorization #32455 7TH EDITION (2020) FBC NON-HVHZ & HVHZ EVALUATION FL5374-R6 TRIMLOCK and TRIMLOCK PLUS Hip & Ridge Anchor Revision 5: 09/29/2020 Page 7 of 7 6.4.2 Data herein for TRIMLOCK PLUS relates to installation over a TWO-PLY underlayment system, as detailed in the FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition, using a hot-asphalt- . Alternate underlayment systems are those having a current Florida Statewide Product Approval and/or approved on a local-level by the Authority Having Jurisdiction, listed specifically for use with the selected Approved tile adhesive. 6.5 Tile shall be installed atop the hip & ridge anchor published installation instructions, subject to the limitations outlined in Section 5 herein. The exposed edges shall be packed and pointed with Approved mortar or weather blocking adhesive in accordance with FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition or RAS 118, RAS 119, RAS 120 requirements. View of TRIMLOCK PLUS Installation after Weather Blocked 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Hialeah, FL 9. QUALITY ASSURANCE ENTITY: Architectural Testing, Inc., an Intertek Company QUA1844; (847) 718-6307; naura.alcheikh@intertek.com - END OF EVALUATION REPORT - 1/14/2021 Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquanCtKft6f%2fM%2b3ax6XpXuonH0Z5EfLMrw%3d 1/2 BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links Search Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL #FL6332-R9 Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer ICP Adhesives & Sealants, Inc. Address/Phone/Email 12505 NW 44th Street Coral Springs, FL 33065 (888) 774-1419 Ext 201 rylipelkonen@icpadhesives.com Authorized Signature Riku Ylipelkonen rylipelkonen@icpadhesives.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Roof Tile Adhesives 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 Evaluation Report Robert Nieminen Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 02/07/2021 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL6332_R9_COI_2020_01_COI_NIEMINEN.pdf Referenced Standard and Year (of Standard)Standard Year SSTD 11 1997 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D 1/14/2021 Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquanCtKft6f%2fM%2b3ax6XpXuonH0Z5EfLMrw%3d 2/2 Date Submitted 09/29/2020 Date Validated 10/04/2020 Date Pending FBC Approval 10/11/2020 Date Approved 12/15/2020 Summary of Products FL #Model, Number or Name Description 6332.1 POLYSET AH-160 Dual component expanding polyurethane roof tile adhesive Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +n/a/-178 Other: 1.) The design pressure limitation in this application refers to hip and ridge tiles in one configuration. Refer to Table 2 of ER for all hip and ridge tile limitations. 2.) Field tiles are designed based on overturning moment resistance. Refer to Table 1 of ER for field tile limitations. 3.) Refer to ER Sections 5 for other Limitations of Use. Installation Instructions FL6332_R9_II_2020_09_29_FINAL_ER_POLYSET AH160_FL6332-R9.pdf Verified By: Robert Nieminen PE-59166 Created by Independent Third Party: Yes Evaluation Reports FL6332_R9_AE_2020_09_29_FINAL_ER_POLYSET AH160_FL6332-R9.pdf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida. :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public-records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: NEMO|etc. Certificate of Authorization #32455 353 Christian Street, Unit #13 Oxford, CT 06478 (203) 262-9245 ENGINEER EVALUATE TEST CONSULT EVALUATION REPORT ICP Adhesives and Sealants, Inc. 12505 NW 44th Street Coral Springs, FL 33065 (888) 774-1419 Evaluation Report 02768.03.06-R9 FL6332-R9 Date of Issuance: 08/08/2008 Revision 9: 09/29/2020 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 products described herein have been evaluated for compliance with the 7th Edition (2020) Florida Building Code sections noted herein. DESCRIPTION: POLYSET® AH-160 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 or production facility location(s) changes, or Code provisions that relate to the product(s) change. Acceptance of our Evaluation Reports by the named client constitutes agreement to notify NEMO ETC, LLC of any changes to the product(s), the Quality Assurance or the production facility location(s). NEMO ETC, LLC requires a complete review of its Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Florida Product Approval Number (FL#) preceded by the words “NEMO|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 10. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 09/29/2020. 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. ©2018, NEMO ETC, LLC NEMO|etc. NEMO ETC, LLC Evaluation Report 02768.03.06-R9 Certificate of Authorization #32455 7TH EDITION (2020) FBC NON-HVHZ EVALUATION FL6332-R9 POLYSET® AH-160 Revision 9: 09/29/2020 Page 2 of 10 ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Roof Tile Adhesives Compliance Statement: POLYSET® AH-160, as produced by ICP Adhesives and Sealants, Inc., has demonstrated compliance with the following sections of the 7th Edition (2020) Florida Building Code through testing in accordance with the Standards set forth herein. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Sections Property Standard Year 1504.2.1.1 Overturning resistance SSTD 11 1997 3. REFERENCES: Entity Examination Reference Date ERD (TST 6049) Static Uplift – SSTD 11 P39740.02.12 02/20/2012 ERD (TST 6049) Static Uplift – SSTD 11 P39740.11.13-R1 01/02/2015 ICC-ES (EVL2396) 2012 IBC Compliance ESR-1709 12/01/2018 Miami-Dade (CER 1592) HVHZ compliance 17-0322.03 04/27/2017 NEMO (TST6049) Tensile Adhesion (ridge metal) 4i-ECM-20-SSCRT-01 09/29/2020 NEMO (TST6049) Tensile Adhesion 4p-ICP-20-SSLAP-01 09/29/2020 PRI (TST 5878) Static Uplift – SSTD 11 ECM-001-02-01 09/21/2001 PRI (TST 5878) Static Uplift – SSTD 11 PFI-006-02-01 05/09/2005 PRI (TST 5878) Static Uplift – SSTD 11 PFI-006-02-02 05/09/2005 PRI (TST 5878) Static Uplift – SSTD 11 PFI-007-02-01 10/11/2005 PRI (TST 5878) Static Uplift – SSTD 11 PFI-008-02-04 02/21/2006 PRI (TST 5878) Static Uplift – SSTD 11 PFI-009-02-03 02/21/2006 PRI (TST 5878) Static Uplift – SSTD 11 TGRI-001-02-03 10/30/2006 PRI (TST 5878) Static Uplift – SSTD 11 TGRI-001-02-03 10/30/2006 PRI (TST 5878) Static Uplift – SSTD 11 PFPI-010-02-01 12/07/2006 PRI (TST 5878) Static Uplift – SSTD 11 PFPI-011-02-01 12/07/2006 PRI (TST 5878) Static Uplift – SSTD 11 PFPI-012-02-01 12/07/2006 PRI (TST 5878) Static Uplift – SSTD 11 PFPI-013-02-01 12/07/2006 PRI (TST 5878) Static Uplift – SSTD 11 PFPI-014-02-01 12/07/2006 PRI (TST 5878) Static Uplift – SSTD 11 ECM-003-02-01 06/13/2008 PRI (TST 5878) Static Uplift – SSTD 11 ECM-004-02-01 06/13/2008 PRI (TST 5878) Static Uplift – SSTD 11 ECM-005-02-01 06/13/2008 PRI (TST 5878) Static Uplift – SSTD 11 ECM-006-02-01 06/13/2008 PRI (TST 5878) Static Uplift – SSTD 11 ECM-007-02-01 06/13/2008 PRI (TST 5878) Static Uplift – SSTD 11 ECM-008-02-01 06/13/2008 UL LLC (QUA 9625) Quality Assurance Service Confirmation 02/07/2018 UL, LLC. (QUA 9625) Quality Assurance Florida BCIS Current 4. PRODUCT DESCRIPTION: POLYSET® AH-160 is a two-component expanding polyurethane roof tile adhesive that is mixed and dispensed from a dispensing system provided by ICP Adhesives and Sealants, Inc. The components are available in refillable tanks or disposable cylinders. NEMO|etc. NEMO ETC, LLC Evaluation Report 02768.03.06-R9 Certificate of Authorization #32455 7TH EDITION (2020) FBC NON-HVHZ EVALUATION FL6332-R9 POLYSET® AH-160 Revision 9: 09/29/2020 Page 3 of 10 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 High Velocity Hurricane Zone jurisdictions (i.e., Broward and Miami-Dade Counties). 5.3 This Evaluation Report 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. 5.4 This Evaluation Report does not include evaluation of fire classification. Refer to FBC 1505 or R902 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 This Evaluation Report does not include evaluation of roof edge termination. 5.6 POLYSET® AH-160 may be used with flat, low and high profile tiles having a current Florida Statewide Product Approval or approved on a local-level by the Authority Having Jurisdiction. 5.7 Field tiles, meeting the limitations of FBC 1609.5.3, using POLYSET® AH-160 are limited to projects having an Aerodynamic Uplift Moment (Ma), determined in accordance with Table 2HB, 2HC, 2HD, 2GB, 2GC or 2GD of FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition or FBC 1609.5.3, not greater than the following Allowable Overturning Moment values. Refer to Section 10 and ICP Adhesives and Sealants, Inc. published installation instructions for Adhesive Paddy Placement details. TABLE 1: FIELD TILES IN POLYSET® AH-160 ALLOWABLE OVERTURNING MOMENT PERFORMANCE DATA (MARGINS OF SAFETY ALREADY APPLIED) Tile (FBC 1609.5.3) Adhesive Paddy Placement (Section 10) Allowable Overturning Moment (ft-lbf) Type Profile Placement Detail Paddy Details Clay or Concrete Flat / Low #1 Independent; Single Paddy, Medium (2x7-inch, ~30 gram) 60 #2 Independent; Single Paddy, Large (2x10-inch, ~45 gram) 112 #3 Interdependent; Two Paddy (4x4-inch on underlayment, 2x4-inch at tile overlap) 54 Clay or Concrete Medium #1 Independent; Single Paddy, Medium (2x7-inch, ~30 gram) 39 #2 Independent; Single Paddy, Large (2x10-inch, ~54 gram) 67 #3 Interdependent; Two Paddy (4x4-inch on underlayment, 2x4-inch at tile overlap) 58 Clay High #3 Independent; Single Paddy, Large (2x10-inch, ~45 gram) 134 Clay or Concrete High #1 Independent; Single Paddy, Medium (2x7-inch, ~30 gram) 65 #2 Independent; Single Paddy, Large (2x10-inch, ~63 gram) 109 #3 Interdependent; Two Paddy (4x4-inch on underlayment, 2x4-inch at tile overlap) 40 Clay Barrel #4 2x10-inch x ~35 gram for pans; 2 @ 1x10-inch x ~17 gram for cap 147 Concrete Barrel #4 2x10-inch x ~35 gram for pans; 2 @ 1x10-inch x ~17 gram for cap 107 Clay Cap atop 2x stringer #5 Independent: Continuous Paddy (~34 gram/ft) 135 Concrete Cap atop 2x stringer #5 Independent: Continuous Paddy (~ 34 gram/ft) 116 Clay Cap atop 2x stringer #6 Interdependent: Head: One (1) #10 x 2½” screw; Overlap: 1 x 6 inch (~10.5 gram) 105 Concrete Cap atop 2x stringer #6 Interdependent: Head: One (1) #10 x 2½” screw; Overlap: 1 x 6 inch (~10.5 gram) 76 NEMO|etc. NEMO ETC, LLC Evaluation Report 02768.03.06-R9 Certificate of Authorization #32455 7TH EDITION (2020) FBC NON-HVHZ EVALUATION FL6332-R9 POLYSET® AH-160 Revision 9: 09/29/2020 Page 4 of 10 5.7.1 Data in Table 1 relates to installation over a TWO-PLY underlayment system, as detailed in the FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition, using a hot-asphalt-applied, ASTM D6380, Class M cap sheet (commonly called a ‘30/90 system’). Alternate underlayment systems are those having a current Florida Statewide Product Approval and/or approved on a local-level by the Authority Having Jurisdiction, listed specifically for use with POLYSET® AH-160. 5.7.2 Tile roof systems using tile types or profiles other than those listed above acquiring acceptance for use with POLYSET® AH-160 shall be tested in accordance with SSTD 11 or Testing Application Standard TAS 101. For the interdependent multi-paddy method, an additional 2-to-1 margin above that specified in SSTD 11 or Testing Application Standard TAS 101 shall be applied in determining the ‘allowable overturning moment’. 5.8 Hip and ridge tiles using POLYSET® AH-160 are limited to projects having hip/ridge design pressure requirements , Table 1A of FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition or the applicable design pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3, not greater than the following values. Refer to ICP Adhesives and Sealants, Inc. published installation instructions for Adhesive Paddy Placement details. TABLE 2: HIP & RIDGE TILES IN POLYSET® AH-160 ALLOWABLE UPLIFT RESISTANCE PERFORMANCE DATA (MARGINS OF SAFETY ALREADY APPLIED) Tile Substrate Placement Detail (Section 10) Attachment Details Allowable Design Pressure (psf) Clay 2x PT ridge board #5 Independent: Continuous Paddy (~34 gram/ft) 116 Concrete 2x PT ridge board #5 Independent: Continuous Paddy (~ 34 gram/ft) 107 Clay 2x PT ridge board #6 Interdependent: Head: One (1) #10 x 2½” screw; Overlap: 1 x 6 inch (~10.5 gram) 90 Concrete 2x PT ridge board #6 Interdependent: Head: One (1) #10 x 2½” screw; Overlap: 1 x 6 inch (~10.5 gram) 56 Clay or Concrete East Coast Metals “Trim Lock™” (FL5374): aluminum, Galvalume® or stainless steel #5 Independent: Continuous Paddy (~34 gram/ft) 173 Clay or Concrete East Coast Metals “Trim Lock™ Plus” (FL5374): aluminum, Galvalume® or stainless steel #5 Independent: Continuous Paddy (~ 34 gram/ft) 178 Clay Ridged Systems “Top Notch” (FL8095) #5 Independent: Continuous Paddy (~ 32 gram/ft) 125 Concrete Ridged Systems “Top Notch” (FL8095) #5 Independent: Continuous Paddy (~ 32 gram/ft) 146 NEMO|etc. NEMO ETC, LLC Evaluation Report 02768.03.06-R9 Certificate of Authorization #32455 7TH EDITION (2020) FBC NON-HVHZ EVALUATION FL6332-R9 POLYSET® AH-160 Revision 9: 09/29/2020 Page 5 of 10 6. INSTALLATION: 6.1 POLYSET® AH-160 and the tile roof assembly shall be installed in accordance with the manufacturers’ current published instructions, but not less than the requirements of FBC 1507.3 and the FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition, subject to the limitations in Section 5. 6.1.1 Installation of POLYSET® AH-160 shall be performed by applicators that hold a valid Qualified Applicator Card presented by ICP Adhesives and Sealants, Inc. 6.2 Underlayment shall hold current Florida Product Approval for use with tile roofing systems. The underlayment Product Approval shall specify allowable use with POLYSET® AH-160. The underlayment Product Approval shall specify attachment methods for the underlayment system to resist wind uplift design loads in accordance with Table 1A of FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition or the critical (highest) design pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3. 6.3 Hip and ridge boards or hip/ridge metal shall be installed in accordance with the FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition. Proprietary hip and ridge metal shall be installed in accordance with the manufacturer’s Florida Product Approval. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Tomball, TX 9. QUALITY ASSURANCE ENTITY: UL, LLC. – QUA9625; (414) 248-6409; Karen.buchmann@ul.com NEMO|etc. NEMO ETC, LLC Evaluation Report 02768.03.06-R9 Certificate of Authorization #32455 7TH EDITION (2020) FBC NON-HVHZ EVALUATION FL6332-R9 POLYSET® AH-160 Revision 9: 09/29/2020 Page 6 of 10 10. PADDY PLACEMENT DETAILS (FROM ICP ADHESIVES AND SEALANTS, INC. PUBLISHED LITERATURE): 10.1 DETAIL #1: Independent, Medium Paddy: NEMO|etc. NEMO ETC, LLC Evaluation Report 02768.03.06-R9 Certificate of Authorization #32455 7TH EDITION (2020) FBC NON-HVHZ EVALUATION FL6332-R9 POLYSET® AH-160 Revision 9: 09/29/2020 Page 7 of 10 10.2 DETAIL #2: Independent, Large Paddy: NEMO|etc. NEMO ETC, LLC Evaluation Report 02768.03.06-R9 Certificate of Authorization #32455 7TH EDITION (2020) FBC NON-HVHZ EVALUATION FL6332-R9 POLYSET® AH-160 Revision 9: 09/29/2020 Page 8 of 10 10.3 DETAIL #3: Interdependent, Two Paddy: NEMO|etc. NEMO ETC, LLC Evaluation Report 02768.03.06-R9 Certificate of Authorization #32455 7TH EDITION (2020) FBC NON-HVHZ EVALUATION FL6332-R9 POLYSET® AH-160 Revision 9: 09/29/2020 Page 9 of 10 10.4 DETAIL #4: Two Piece Barrel (Cap & Pan) Tile: 10.5 DETAIL #5: Hip and Ridge (independent placement): NEMO|etc. NEMO ETC, LLC Evaluation Report 02768.03.06-R9 Certificate of Authorization #32455 7TH EDITION (2020) FBC NON-HVHZ EVALUATION FL6332-R9 POLYSET® AH-160 Revision 9: 09/29/2020 Page 10 of 10 10.6 DETAIL #6: Hip and Ridge (interdependent placement): - END OF EVALUATION REPORT -