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HomeMy WebLinkAboutPRODUCT APPROVAL ROOFING TILES f tl��:�•1' �. �i.�I ���� i '�� r�I, =v�.�h::,-sue. BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search 3 RECEM d,'b,- .pr I�'ProductApproval USER: Public User ---------- ; Product Approval Menu> Product or Application Search>Application List>Application Detail JUL 01 2021 FL# FL7849-R14 StUdeeCounty9 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 7 PS Archived REVIEW[EL) FOR Product Manufacturer Boral Roofing COME coil Address/Phone/Email 7575 Irvine Center Drive g I 9WPLIANCE Suite 100 S® a L0 CIE COUNTY Irvine, CA 92618 Robi1nAnderson@boral.com Bocc Authorized Signature Anderson Robin RobinAnderson@boral.com Technical Representative Robin Anderson Address/Phone/Email 10701 So. River Front Parkw�y e 300 So.Jordan, UT 84095 ® / _ (801) 380-6091 robinanderson@boral.com COPY 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 R14 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 Product Approval Method Method 1 Option C Date Submitted 02/15/2021 Date Validated 05/07/2021 Date pending FBC Approval Date Approved 05/11/2021 Summary of Products Go to Page O 0 O Page 1/2 0 m FL# Model, Number or Name -_ I Description 7849.1 Barcelona-Impact High Profile- Katy,TX --� Limits of Use Installation Instructions Approved for use in HVHZ: No FL7849 R14 II EBS-Installtion.pdf Approved for use outside HVHZ:Yes FL7849 R14 II Florida High Wind Tile Installation Manual -6th Impact Resistant: N/A Edition.pdf Design Pressure: N/A Verified By: IAPMO Uniform Evaluation Services LLC. Other: Created by Independent Third Party: Evaluation Reports FL7849 R14 AE IAPMO UER 0412 w EP.pdf 7849.2 Barcelona 900 High Profile-Lake Wales, FL Limits of Use Installation Instructions Approved for use in HVHZ: No FL7849 R14 II EBS-Installtion.pdf Approved for use outside HVHZ:Yes FL7849 R14 II Florida High Wind Tile Installation Manual - 6th Impact Resistant: N/A Edition.pdf Design Pressure: N/A Verified By: IAPMO Uniform Evaluation Services LLC. Other: Created by Independent Third Party: Evaluation Reports FL7849 R14 AE IAPMO UER 0412 w EP.pdf 7849.3 Barcelona 900 High Profile- Lathrop, CA Limits of Use (Installation Instructions Approved for use in HVHZ: No FL7849 R14 II EBS-Installtion.pdf Approved for use outside HVHZ:Yes FL7849 R14 II Florida High Wind Tile Installation Manual -6th Impact Resistant: N/A Edition.pdf Design Pressure: N/A Verified By: IAPMO Uniform Evaluation Services LLC. Other: Created by Independent Third Party: Evaluation Reports FL7849 R14 AE IAPMO UER 0412 w ERpdf r-- ---_ -- _-......... - 7849.4 Bermuda (Flat Profile -Okeechobee, FL Limits of Use Installation Instructions Approved for use in HVHZ: No FL7849 R14 II EBS-Installation.pdf Approved for use outside HVHZ:Yes FL7849 R14 II Florida High Wind Tile Installation Manual -6th Imp act Resistant: N/A Edition.pdf Design Pressure: N/A Verified By: IAPMO Uniform Evaluation Services LLC. Other: Created by Independent Third Party: Evaluation Reports FL7849 R14 AE IAPMO UER 0412 w ERpdf 7849.5 Cedarlite 600 Flat Profile-Stockton, CA — 1 Limits of Use Installation Instructions Approved for use in HVHZ: No FL7849 R14 II Cedarlite Madera-Installation.pdf Approved for use outside HVHZ:Yes FL7849 R14 II EBS-Installtion.pdf Impact Resistant: N/A FL7849 R14 II Florida High Wind Tile Installation Manual -6th Design Pressure: N/A Edition.pdf Other: Verified By: IAPMO Uniform Evaluation Services LLC. Created by Independent Third Party: Evaluation Reports FL7849 R14 AE IAPMO UER 0412 w ERpdf 7849.6 (Espana/Barcelona High Profile-Rialto, CA Limits of Use (Installation Instructions Approved for use in HVHZ: No FL7849 R14 II EBS-Installtion.pdf Approved for use outside HVHZ:Yes FL7849 R14 II Florida High Wind Tile Installation Manual -6th Impact Resistant: N/A Edition.pdf Design Pressure: N/A Verified By: IAPMO Uniform Evaluation Services LLC. Other: Created by Independent Third Party: Evaluation Reports FL7849 R14 AE IAPMO UER 0412 w EP.pdf --_ —- 7849.7 (Espana/Barcelona _High Profile- Henderson, NV Limits of Use Installation Instructions Approved for use in HVHZ: No FL7849 R14 II EBS-Installtion.pdf Approved for use outside HVHZ:Yes FL7849 R14 II Florida High Wind Tile Installation Manual -6th Impact Resistant: N/A Edition.pdf Design Pressure: N A g / Verified By: IAPMO Uniform Evaluation Services LLC. Other: Created by Independent Third Party: Evaluation Reports FL7849 R14 AE IAPMO UER 0412 w ERpdf 7849.8 (Espana 600/Barcelona 600 — (High Profile-Rialto, CA Limits of Use Installation Instructions — Approved for use in HVHZ: No FL7849 R14 II EBS-Installtion.pdf Approved for use outside HVHZ:Yes I FL7849 R14 II Florida High Wind Tile Installation Manual -6th Impact Resistant: N/A Edition.pdf ' Design Pressure: N/A Verified By: IAPMO Uniform Evaluation Services LLC. Other: Created by Independent Third Party: Evaluation Reports — FL7849 R14 AE IAPMO UER 0412 w EP.pdf 7g' 49.9 Estate"S" ' j Low Profile -Okeechobee, FL --� Limits of Use Installation Instructions --� Approved for use in HVHZ: No j FL7849 R14 II EBS-Installation.pdf Approved for use outside HVHZ:Yes FL7849 R14 II Florida High Wind Tile Installation Manual-6th Impact Resistant: N/A Edition.pdf Design Pressure: N/A I Verified By: IAPMO Uniform Evaluation Services LLC. Other: I Created by Independent Third Party: Evaluation Reports FL7849 R14 AE IAPMO UER 0412 w EP.pdf --- — 7849.10 (Galena Spanish "S" High Profile-Okeechobee, FL Limits of Use Installation Instructions Approved for use in HVHZ: No FL7849 R14 II EBS-Installation.pdf Approved for use outside HVHZ:Yes FL7849 R14 II Florida High Wind Tile Installation Manual -6th Impact Resistant: N/A iEdition.pdf i Design Pressure: N/A Verified By: IAPMO Uniform Evaluation Services LLC. Other: Created by Independent Third Party: Evaluation Reports FL7849 R14 AE IAPMO UER 0412 w EP.pdf j 7849.11 Madera- 700 &900 Flat Profile-Stockton,CA Limits of Use Installation Instructions Approved for use in HVHZ: No FL7849 R14 II Cedarlite Madera-Installation.pdf Approved for use outside HVHZ:Yes FL7849 R14 II EBS-Installtion.pdf Impact Resistant: N/A FL7849 R14 II Florida High Wind Tile Installation Manual -6th Design Pressure: N/A Edition.pdf Other: Verified By: IAPMO Uniform Evaluation Services LLC. Created by Independent Third Party: Evaluation Reports - FL7849 R14 AE IAPMO UER 0412 w EP.pdf 7849.12 Mission S J Barcelona _ High Profile-Phoenix,AZ Limits of Use Installation Instructions Approved for use in HVHZ: No FL7849 R14 II EBS-Installtion.pdf Approved for use outside HVHZ:Yes FL7849 R14 II Florida High Wind Tile Installation Manual -6th Impact Resistant: N/A Edition.pdf Design Pressure: N/A Verified By: IAPMO Uniform Evaluation Services LLC. Other: Created by Independent Third Party: Evaluation Reports FL7849 R14 AE IAPMO UER 0412 w EP.pdf 7849.13 (Plantation _ Flat Profile-Okeechobee, FL j Limits of Use Installation Instructions Approved for use in HVHZ: No FL7849 R14 II EBS-Installation.pdf Approved for use outside HVHZ:Yes FL7849 R14 II Florida High Wind Tile Installation Manual -6th Impact Resistant: N/A Edition.pdf Design Pressure: N/A Verified By: IAPMO Uniform Evaluation Services LLC. Other: Created by Independent Third Party: Evaluation Reports FL7849 R14 AE IAPMO UER 0412 w EP.pdf 7849.14 Saxony-Country Shake,Country FFIatfile-Katy,TX Slate, Country Split Shake, English Thatch, Impact, Shake&Slate Limits of Use Installation Instructions , Approved for use in HVHZ: No FL7849 R14 II EBS-Installtion.pdf Approved for use outside HVHZ:Yes FL7849 R14 II Florida High Wind Tile Installation Manual -6th I Impact Resistant: N/A Edition.pdf Design Pressure: N/A Verified By: IAPMO Uniform Evaluation Services LLC. Other: Created by Independent Third Party: Evaluation Reports FL7849 R14 AE IAPMO UER 0412 w EP.pdf 7849.15 Saxony-Shake&Slate Flat Profile-Phoenix,AZ Limits of Use Installation Instructions Approved for use in HVHZ: No FL7849 R14 II EBS-Installation.pdf Approved for use outside HVHZ:Yes FL7849 R14 II Florida High Wind Tile Installation Manual -6th Impact Resistant: N/A Edition.pdf Design Pressure: N/A Verified By: IAPMO Uniform Evaluation Services LLC. Other: Created by Independent Third Party: Evaluation Reports FL7849 R14 AE IAPMO UER 0412 w EP.pdf _ 7849.16 i Saxony-Shake, Slate,Country Slate, I Flat Profile- Denver,CO Split Old English Thatch&Impact Limits of Use Installation Instructions Approved for use in HVHZ: No FL7849 R14 II EBS-Installtion.pdf Approved for use outside HVHZ:Yes FL7849 R14 II Florida High Wind Tile Installation Manual -6th Impact Resistant: N/A Edition.pdf Design Pressure: N/A Verified By: IAPMO Uniform Evaluation Services LLC. Other: Created by Independent Third Party: Evaluation Reports FL7849 R14 AE IAPMO UER 0412 w ERpdf 7849.17 Saxony 600 -Slate, Shake&Split Flat Profile-Stockton, CA Shake I Limits of Use Installation Instructions Approved for use in HVHZ: No FL7849 R14 II EBS-Installtion.pdf Approved for use outside HVHZ:Yes FL7849 R14 II Florida High Wind Tile Installation Manual -6th Impact Resistant: N/A Edition.pdf Design Pressure: N/A Verified By: IAPMO Uniform Evaluation Services LLC. Other: Created by Independent Third Party: Evaluation Reports FL7849 R14 AE IAPMO UER 0412 w EP.pdf ___.— --r.' 57 49.18 ny 600 -Slate, Shake&Split Flat Profile- Rialto, CA e Limits of Use Installation Instructions Approved for use in HVHZ: No FL7849 R14 II EBS-Installtion.pdf Approved for use outside HVHZ:Yes FL7849 R14 II Florida High Wind Tile Installation Manual -6th Impact Resistant: N/A Edition.pdf Design Pressure: N/A Verified By: IAPMO Uniform Evaluation Services LLC. Other: Created by Independent Third Party: Evaluation Reports FL7849 R14 AE IAPMO UER 0412 w EP.pdf 7849.19 Saxony 700 -Shake, Slate&Split jFlat Profile-Stockton, CA j Shake j Limits of Use Installation Instructions Approved for use in HVHZ: No FL7849 R14 II EBS-Installtion.pdf Approved for use outside HVHZ:Yes FL7849 R14 II Florida High Wind Tile Installation Manual - 6th Impact Resistant: N/A Edition.pdf Design Pressure: N/A Verified By: IAPMO Uniform Evaluation Services LLC. Other: Created by Independent Third Party: Evaluation Reports FL7849 R14 AE IAPMO UER 0412 w EP.pdf 7849.20 Saxony 700 -Shake,Slate&Split Flat Profile-Rialto, CA Shake Limits of Use Installation Instructions j Approved for use in HVHZ: No FL7849 R14 II EBS-Instalition.pdf Approved for use outside HVHZ:Yes FL7849 R14 II Florida High Wind Tile Installation Manual -6th Impact Resistant: N/A Edition.pdf Design Pressure: N/A Verified By: IAPMO Uniform Evaluation Services LLC. Other: Created by Independent Third Party: Evaluation Reports FL7849 R14 AE IAPMO UER 0412 w EP.pdf Go to Page 0 0 O Page 1/2® 0 Bacic Next Contact Us:: 2601 Blair Stone Road,Tallahassee FL 32399 Phone:8S0-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida. Privacy 5tatemenj::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 4S5,F.S.,please click here_. Product Approval Accepts: 9�rP- E� Credit Card Safe S EVALUATION REPORT Number: 412 .00 p Originally Issued: 07/31/2015 Revised: 03/29/2020 Valid Through: 07/31/2021 BORAL ROOFING 3.0 PRODUCT 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.BoralRoof.com 1503 or IRC Section 903,as applicable. CONCRETE ROOF TILES 3.2 Installation: CSI Section: 3.2.1 Installation in accordance with the 2018 IBC or 07 32 16 Concrete Roof Tiles IRC: Boral Concrete Roof Tiles shall be installed in accordance with 2018 IBC Section 1507.3 or 2018 IRC 1.0 RECOGNITION Section R905.3, including the attachment requirements of Boral Roofing Concrete Roof Tiles recognized in this report 2018 IBC Section 1507.3.7 or 2018 IRC Section R905.3.7,as applicable. Underlayment shall conform to 2018 IBC have been evaluated for use as concrete roof tiles. The Section 1507.1.1 or 2018 IRC Section R905.1.1.Installation weather resistance, wind uplift resistance and fire classification properties of the roof tiles comply with the of accessory tiles,EnviroPro see section 4.1.1. intent of the provisions of the following codes and regulations: 3.2.2 Installation in accordance with the 2015, 2012, 2009,or 2006 IBC or IRC:Boral Concrete Roof Tiles shall • 2018, 2015, 2012, 2009, and 2006 International be fastened in accordance with the code specific Building Code'(IBC) requirements in Table I of this report using The Concrete • 2018, 2015, 2012, 2009, and 2006 International and Clay Roof Tile Installation Manual for Moderate Residential Codes(IRC) Climate Regions, dated July 2015, published by the Tile • 2019 California Building Code(CBC)—Supplement Roofing Institute and the Western States Roofing attached Contractors Association. The July 2015 TRI manual is • 2019 California Residential Code (CRC) — associated with ER-2015 in the UES Evaluation Report Supplement attached Directory and available for download at www.uniforn- • 2020 Florida Building Code, Building (FBC, es.org. Installation of accessory tiles, EnviroProl see Building)—Supplement attached section 4.1.1. • 2020 Florida Building Code, Residential (FBC, Residential)—Supplement attached TABLE 1—ATTACHMENT DESIGN Applicable Design 2.0 LIMITATIONS Code Criteria for Applicability Information Location Use of the Boral Roofing Concrete Roof Tiles recognized in 2015 or Ultimate Design Wind Roof Tile this report is subject to the following limitations: 2012 IBC Speeds(V.„)5 130 MPH and Installation Mean Roof Height 5 60 feet Manual&Table 2.1 The roof tiles shall. be manufactured, identified and 009 or Basic Wind Speed(3 secust)<_100 mph and Mean applicable eof IBC 200(i IBC e Roof Height<60 feet applicable IBC installed in accordance with this report and the applicable — code.In the event of a conflict this report governs. 2ot5,2ot2, Roof Tile 2009 or Mean Roof Height 5 40 feet Installation 2.2 Boral Roofing"concrete roof the shall be installed on 2006 IRC Manual&Section R905.3.7 roof slopes of 2%2 units vertical in 12 units horizontal 21- ( For SI: Ifoot=305 mm,1 mph=1.6 m/s percent slope)or greater."TBC Section 1507.3.2. 2.3 The supporting structure shall be designed to support the 3.3 Anchoring: Boral Concrete Roof tiles may be anchored loads and is beyond the scope of this report. using mortar in accordance with the applicable building code and,where permitted,the TRI Manual or adhesively attached 2.4 The Concrete Roof Tiles recognized in this report are in accordance with the adhesive manufacturer's research manufactured in Lake Wales,FL;Brookshire,TX;Phoenix, report issued by an approved evaluation service agency. 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. I- The product described in this Uniform Evaluation Service(LIES)Report has been evaluated as an alternative material,design or method of constructioti n in order to satisfy and comply cu� 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:1-877-41ESRPT•Fax:909.472.4171 web:www.uniform-es.org•4755 East Philadelphia Street,Ontario,California 91761-2816—USA C� IS AEC 1705 Page 1 Of 7 °ro°OLoec r-tion6v y Ix: UES EVALUATIO 9 p e 412 Originally Issued: 07/31/2015 Revised: 03/29/2020 Valid Through: 07/31/2021 4.0 PRODUCT DESCRIPTION 5.0 IDENTIFICATION Boral Roofing Concrete Roof Tiles comply with ASTM Shipping pallets are identified with the report holder's C1492 as required by Section 1507.3.5 of the IBC.The roof name (Boral Roofing), manufacturing address, product tiles are described by model, weight, dimensions, and tile name, installed weight, inspection agency, and evaluation factor in Tables 2 A through 2 I, for each of the production report number (ER-412). The Cedarlite 600, Madera 700 locations listed in Section 2.4 of this report. When installed and Madera 900 tiles are imprinted on the top side of each in accordance with this report on minimum 15/32-inch-thick tile with an"M",all other field tiles are imprinted with the (12 mm)plywood solid sheathing or non-combustible decks, name `Boral", "Boral Lifetile", "Monierlifetile", or the the assembly incorporating the roof tiles achieve an ASTM Boral Roofing,or MonierLifetile or"Vostile"or logo.The E108 Class A rating per Section 1505.2 of the IBC and Boral EnviroPro product shall be clearly identified to Section R902.1 of the IRC, as applicable. Roof provide distinction between field tiles and accessory tiles classifications for adhesively attached systems shall be in as stated in the EnviroPro product installation guidelines. accordance with the adhesive manufacturer's approved The identification includes the IAPMO Uniform research report. Evaluation Service Mark of Conformity. Either Mark of Conformity may be used as follows: 4.1 Accessories: Boral EnviroPro" recognized in this report has been A P U evaluated for use as an accessory product to be used with M O or E S concrete roof tiles. The weather resistance, wind uplift resistance and fire classification properties of the product E S complies with the intent of the provisions of the codes and regulations in Section 1.0 of this report.The Boral EnviroPro IAPMO UES ER-412 product is subject to all limitations in Section 2.0 of this report. The Boral EnviroPro product complies with ASTM 6.0 SUBSTANTIATING DATA C 1492 as required by Section 1507.3.5 of the IBC.The Boral EnviroPro product is described by model, weight, Data in accordance with ICC-ES AC180, dated February dimensions,and tile factor in Tables 2 A through 2 I,for each 2012 (editorially revised March 2018), manufacturer's of the production locations listed in Section 2.4 of this report. descriptive literature and installation instructions. Test When installed in accordance with this report on minimum reports are from laboratories in compliance with ISO/IEC 15/32-inch-thick(12 mm) plywood solid sheathing or non- 17025. combustible decks, the assembly incorporating the Boral EnviroPro product achieves an ASTM E108 Class A rating 7.0 STATEMENT OF RECOGNITION per Section 1505.2 of the IBC and Section R902.1 of the IRC, as applicable. This evaluation report describes the results of research completed by IAPMO Unifonn Evaluation Service on Boral 4.1.1 Installation: Roofing Concrete Roof Tiles to assess conformance to the codes shown in Section 1.0 of this report and serves as The Boral EnviroPro accessory product shall be limited to documentation of the product certification. Products are installation where roof tiles must be cut, such as in valleys manufactured at locations noted in Section 2.4 of this report and boundary edges at rakes,walls,chimneys,skylights,and under a quality control program with periodic inspection other roof openings and penetrations. The installed dry under the supervision of IAPMO UES. weight of Boral EnviroPro is equivalent to that of the tile profile in Tables 2A-2I with which it is used. For additional information about this evaluation report please visit wirlv.uniform-es.om or email us at infor&uniform-es.oru I Page 2 of 7 UEg EVALUATION REPORT Number: '412 ® Originally Issued: 07/31/2015 Revised: 03/29/2020 Valid Through: 07/31/2021 Table 2 A-Tiles Manufactured at Denver(Henderson),CO Installed Dry Dimemsions'- Tile Factor Tile Weight' (inch) (psf) Length X Width TF(ft') Ratio Saxony—Shake,Slate,Country 9.6 17 X 13 1.568 1.115 Slate Split Old English Thatch Saxon —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, I psf=4.88 kg/m'- Table 2 B-Tiles Manufactured at Henderson,NV Installed Dr Dimemsions'- y Tile Factor Tile Weight' (inch) (psf) Length X Width TF(ft') Ratio Espana/Barcelona 9.0 17 X 123/8 1.470 1.045 Saxony 900—Shake,Slate, 9.1 17 X 13 1.533 1.090 Country Slate For Si: 1 inch=25.4 mm, 1 psf=4.88 kg/m'- Table 2 C-Tiles Manufactured at Katy(Brookshire),TX Installed Dry Dimemsions'- Tile Factor Tile Weight' (inch) (psf) Length X Width TF(ft') Ratio Barcelona—Impact 10.3 16%X 13 1.444 1.027 Saxony—Country Shake,Country Slate,Country Split Shake,English 10.3 16'/2 X 13 1.392 0.989 Thatch Saxon —Impact 10.5 16%X 13 1.392 0.989 Saxon —Shake,Slate 10.3 16%X 13 1.392 0.989 Teas Espana/Barcelona 9.0 16%2 X 13 1.407 1.000 Villa 9.0 16'/2 X 13 1.407 1.000 For Si: I inch=25.4 mm, I psf=4.88 kg/m= NOTES TO TABLES: 1. Used on a 3-inch head-lap. 2. Nominal dimension. Page 3 of 7 FM I.. UES e 1Number: '412 Originally Issued: 07/31/2015 Revised: 03/29/2020 Valid Through: 07/31/2021 Table 2 D-Tiles Manufactured at Lake Wales,FL Installed Dry DimemsionsZ Tile Factor Tile Weight' (inch) (psf) Length X Width TF(ft3) Ratio I Barcelona 900 9.5 17 X 13 1.525 1.084 Saxony 900—Shake,Slate,Split 9.5 17 X 13 1.545 1.098 Shake,Country Slate Spanish"S"Nuevo 9.9 17 X 93/4 1.144 0.813 Villa 900 1 9.2 17 X 13 ].533 1.090 For SI: 1 inch=25.4 mm, 1 psf=4.88 kg/m'- Table 2 E-Tiles Manufactured at Lathrop,CA Installed Dr Dimemsions- y Tile Factor Tile Weight' inch (psf) Length X Width TF(ft3) Ratio' Barcelona 900 .9.3 17 X 13 1.509 1.073 Saxon 900—Shake,Slate 9.1 17 X 13 1.533 1.090 For SI: 1 inch=25.4 mm, I psf=4.88 kg/m'- Table 2 F-Tiles Manufactured at Phoenix,AZ Installed Dr DimemsionsZ y Tile Factor Tile Weight' (inch) (psf) Length X Width TF(ft3) Ratio ' Mission S/Barcelona 10.3 16%:X 13 1.494 1.062 Saxon —Shake,Slate 9.5 16'/X 13 1.494 1.062 Villa 9.0 16%X 13 1.407 1.000 For SI: 1 inch=25.4 mm,1 psf=4.88 kg/m'- Table 2 G-Tiles Manufactured at Okeechobee,FL Installed Dr DimemsionsZ y Tile Factor Tile Weight' (inch) (psf) Length X Width TF(ft3) Ratio' Bermuda 12.44 108 X 10% 1.036 0.736 Estate"S" 7.9 16'/X 13 1.417 1.007 Galena Spanish"S" 9.3 17 X 10 j 1.144 0.831 Plantation 10.4 16%X 13 1 1.426 1 1.014 Saxony 900 9.3 17 X 13 1 1.533 1.090 For SI: 1 inch=25.4 mm, I psf=4.88 kg/m- NOTES TO TABLES: 1. Used on a 3-inch head-lap.- 2. Nominal dimension. Page 4 of 7 VESEVALUATION REPORT Number: 412 Originally Issued: 07/31/2015 Revised: 03/29/2020 Valid Through: 07/31/2021 Table 2 H-Tiles Manufactured at Rialto,CA Installed Dry Dimemsions' Tile Factor Tile Weight' (inch) (psf) Length X Width TF(ft3) Ratio ' Espana/Barcelona 9.0 17 X 123/8 1.454 1.033 Espana 600/Barcelona 600 5.9 17 X 123/s 1.454 1.033 Saxony 600-Slate,Shake,Split Shake 5.9 17 X 13 1.533 1.090 Saxony 700-Slate,Shake,Split 7.1 17 X 13 1.533 1.090 Shake Saxony 900-Slate,Shake,Country 9.3 17 X 13 1.533 1.090 Shake Villa 600 5.8 17 X 13 1.494 1.061 Villa 900 9.0 17 X 13 1.494 1 1.061 For SI: I inch=25.4 mm, 1 psf=4.88 kg/m'- Table 2 I-Tiles Manufactured at Stockton(French Camp),CA Installed Dry Dimemsions'- Tile Factor Tile Weight' (inch) (psf) Length X Width TF(ft3) Ratio Cedarlite 600 5.9 13%2 X 13 0.942 0.673 Madera 700 7.2 13%2 X 13 0.947 0.673 Madera 900 9.5 13%2 X 13 0.947 0.673 Saxon 600-Slate,Shake,Split Shake 5.7 17 X 13 1.525 1.084 Saxon 700-Slate,Shake,Split Shake 7.2 17 X 13 1.525 1.084 Saxony 900-Hartford Slate,Shake, 9.1 17 X 13 1.533 1.090 Slate,Coun Slate Saxon 900-Split Old English Thatch 9.8 17 X 13 1 1.525 1.084 Villa 600 6.0 17 X 13 :4_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/m' NOTES TO TABLES: l. Used on a 3-inch head-lap. 2. Nominal dimension. Page 5 of 7 DES EVALUATION 'REPORT 412 Originally Issued: 07/31/2015 Revised: 03/29/2020 Valid Through: 07/31/2021 CALIFORNIA SUPPLEMENT 2.4 Boral Roofing concrete roof tiles used on structures regulated by the Division of the State Architect or the Office BORAL ROOFING of Statewide Planning and Development are subject to 7575 Irvine Center Drive, Suite 100 installation provisions in CBC Section 1513. Irvine, California 92618 (949)756-1605 For additional information about this evaluation report please visit ivwNy.uniform-es.orrt or email us at info Ri uniform-es.org www.boralamerica.com CONCRETE ROOF TILES CSI Section: 07 32 16 Concrete Roof Tiles 1.0 RECOGNITION The Boral Concrete Roof Tiles and accessories evaluated in IAPMO UES ER-412 are satisfactory alternative roof covering materials in accordance with 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. Page 6 of 7 �EgEVALUATION REPORT Number. 12 o Originally Issued: 07/31/2015 Revised: 03/29/2020 Valid Through: 07/31/2021 FLORIDA SUPPLEMENT combinations shall be in accordance with Sections 1605.2 or 1605.3 of the FBC,Building,as applicable.Design wind BORAL ROOFING loads shall be in accordance with Section 1609.5 of the FBC, 7575 Irvine Center Drive, Suite 100 Building or Section R301.2.1 of the FBC, Residential, as Irvine, California 92618 applicable. (949) 756-1605 www.boralamerica.com For additional information about this evaluation report please visit wivw.uniform-es.oro or email us at info a.uniform-es.ora CONCRETE ROOF TILES CSI Section: 07 32 16 Concrete Roof Tiles 1.0 RECOGNITION The Boral Roofing concrete roof tiles and accessories evaluated in IAPMO UES ER-412 are a satisfactory alternative roof covering materials in accordance with 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 61 G20-3.008.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. The 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 V,,,d 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 Page 7 of 7 NEMO Ietc. Certificate of Authorization#32455 353 Christian Street, Unit#13 Oxford, CT 06478 (203) 262-9245 ENGINEER EVALUATE TEST CONSULT REPORTEVALUATION ICP Adhesives and Sealants,Inc. Evaluation Report 02768.02.06-R9 12505 NW 44th Street FL6276-R9 Coral Springs, FL 33065 Date of Issuance:03/21/2006 (888)774-1419 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 7"Edition(2020) Florida Building Code sections noted herein. DESCRIPTION: POLYSET®RTA-1 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 "NEMOIetc. 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 9. Prepared by: Robert J.M. Nieminen,P.E. ,..� The facsimile seal appearing was authorized by Robert Ste:••^;�"" '"- Nieminen,P.E.on 09/29/2020.This does not serve as an Florida Registration No.59166,Florida DCA ANE1983 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 NNEMO I etc. ROOFING COMPONENT EVALUATION: SCOPE:1. Product Category: Roofing Sub-Category: Roof Tile Adhesive Compliance Statement: POLYSET® RTA-1, as produced by ICP Adhesives and Sealants, Inc., has demonstrated compliance with the following sections of the 7t'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(TST6049) Static Uplift—SSTD 11 E42730.08.13 08/23/2013 ERD(TST6049) Static Uplift—SSTD 11 ECM-SC6795.12.14-2 02/27/2015 Miami-Dade(CER 1592) HVHZ compliance 18-0131.02 07/12/2018 NEMO(TST6049) Static Uplift—SSTD 11 4L-ICP-18-001.05.18-1 05/15/2018 NEMO(TST6049) Tensile Adhesion(underlayments) 4S-ICP-18-001.07.18-R1 08/01/2018 NEMO(TST6049) Static Uplift—SSTD 11 4S-ICP-18-001.10.18-1 10/04/2018 NEMO(TST6049) Static Uplift—SSTD 11 4S-ICP-18-001.10.18-3 10/04/2018 NEMO(TST6049) Tensile Adhesion(ridge metal) 4i-ECM-20-SSCRT-01 09/29/2020 PRI(TST5878) Static Uplift—SSTD 11 PFI-006-02-01 05/09/2005 PRI(TST5878) Static Uplift—SSTD 11 PFI-008-02-03 12/14/2005 PRI(TST5878) Static Uplift—SSTD 11 PFI-008-02-04 12/14/2005 PRI(TST5878) Static Uplift—SSTD 11 FOP-009-02-05 Rev2 06/01/2015 IAPMO LIES(QUA10547) Quality Assurance Service Confirmation 08/17/2020 PRODUCT4. 1 • 4.1 POLYSEP RTA-1 is a single component polyurethane foam roof tile adhesive distributed in factory, pre-mixed canisters. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither MEMO 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®RTA-1 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. NEW ETC,LLC Evaluation Report 02768.02.06-R9 Certificate of Authorization#3245S 7TH EDITION(2020)FBC NON-HVHZ EVALUATION F1.6276-119 Polyset®RTA-1 Revision 9:09/29/2020 Page 2 of 9 ONEMOletc. 5.7 Field tiles,meeting the limitations of FBC 1609.5.3 and installed using POLYSET11 RTA-1 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 POLYSETO RTA-1 ALLOWABLE OVERTURNING MOMENT PERFORMANCE DATA MARGINS OFSAFETYALREADYAPPLIED) Tile(FBC 1609.5.3) Adhesive Paddy Placement(Section 10) Allowable Overturning Type Profile Placement Paddy Details Moment Detail (ft-lbf) Clay or Interdependent:Two(2)ribbons,11 grams each Concrete Flat/Low #1 Ensure minimum 8 inz contact area to underside of tile,and minimum 10 inz 50 contact area at the tile head lap Interdependent:Two(2)ribbons,11 grams each Concrete Medium #2 Ensure minimum 6 inz contact area to underside of tile,and minimum 10 inz 44 contact area at the tile head lap Clay High Interdependent:Two(2)ribbons: 36 • 22 grams tail-to-substrate #3 . 11 grams at head-lap Ensure minimum 12 inz contact area to underside of tile,and minimum 18 Concrete High inz contact area at the tile head lap 33 Independent: Pan Tile to Underlavment: Two(2)"7-inch long x—6 gram oblong shaped beads on underlayment,side-by-side,where the center of the pan tile contacts the deck starting—2 to 3-inches from the eave end of the pan tile Cla Cap&Pan #4 Cap Tile to Pan Tile:One(1)"7-inch long x—6 gram oblong shaped bead at 93 y (Barrel)) each long edge of the cap tile,%to 1-inch from each edge,starting^2 to 3- inches from the eave end working towards the ridge. Turn cap tile over and install onto pan,butting the second course pan tile eave end on underlayment,side-by-side,where the center of the pan tile contacts the deck starting—2 to 3-inches from the eave end of the pan tile. Clay or Interdependent:Two(2)#8 wood screws at tail&one(1)ribbon,11 gram at Concrete Low/Flat #5 headlap 73 Ensure minimum 10 inz contact area at the tile head lap Interdependent:Two(2)#8 wood screws at tail&one(1)ribbon,11 gram at Concrete Medium #6 headlap 65 Ensure minimum 10 inz contact area at the tile head lap Clay High Interdependent:Two(2)#8 wood screws at tail&one(1)ribbon,11 gram at 44 #7 headlap Concrete High Ensure minimum 18 inz contact area at the tile head lap 63 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 POLYSETO RTA-1. NEMO ETC,LLC Evaluation Report 02768.02.06-R9 Certificate of Authorization#32455 7TH EDITION(2020)FBC NON-HVHZ EVALUATION FL6276-119 Polyset®RTA-1 Revision 9:09/29/2020 Page 3 of 9 NNEMOletc. 5.7.2 Tile roof systems using the types or profiles other than those listed above acquiring acceptance for use with POLYSET° RTA-1 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 of safety 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 POLYSETO RTA-1 are limited to projects having hip/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 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 POLYSETO RTA-1 ALLOWABLE UPLIFT RESISTANCE PERFORMANCE DATA MARGINS OF SAFETYALREADY APPLIED) Detail Allowable Tile Substrate (Section Attachment Details Design 10) Pressure(psf) Clay or Interdependent:Concrete 2x PT ridge board #8 Head:One(1)#10 x 2% screw; 187 Overlap:1x6-inch x-10.5 gram East Coast Metals"Trim Lock'""'(FBC FL5394): Interdependent: Clay or aluminum or On Trim-LockI metal:One(1)-7- East Coast Metals"Trim Lock'""Plus"(FBC inch long x-10 gram oblong shaped 93 Concrete FL5394 :aluminum,Galvalume®or stainless #9 paddy centered on metal. steel At Tile Headlap:One(1)-7-inch long Clay or East Coast Metals"Trim Lock"^"(FBC FL5394): x-10 gram oblong shaped bead at Concrete Galvalume®or stainless steel tile headlap. 110 6. INSTALLATION: 6.1 POLYSETO RTA-1 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 POLYSETO RTA-1 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 POLYSETO RTA-1. 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. REQUIREMENTS:7. BUILDING PERMIT As required by the Building Official or Authority Having Jurisdiction to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Norton,OH QUALITY9. IAPMO UES-QUA10547;(909)223-4422; barry.iohnson@uniform-es.org NEMO ETC,LLC Evaluation Report 02768.02.06-119 Certificate of Authorization#32455 7TH EDITION(2020)FBC NON-HVHZ EVALUATION FL6276-R9 Polyset®RTA-1 Revision 9:09/29/2020 Page 4 of 9 NMEMO etc. PADDY10. 10.1 Detail#1: Flat Profile Tile: Strengthening Ribs Underside Of The Paddy on Deck Dispensed Horizontally at Tile Course Line Pad on Top of Tile Dispensed Horizontally at Head Lap Underlock Eave Course Line y'' d Overlock — Eave Closure Start Eave Course Paddies at Tile Course Line 10.2 Detail#2:Low/Medium Profile Tile: Pan of Tile Paddy on Top of the Tile Dispensed Horizontally at Head Lap i Underlock V Overlock Eave Course Line t Eave Closure �- Start Eave Course Paddies at Tile Course Line NEMO ETC,LLC Evaluation Report 02768.02.06-R9 Certificate of Authorization#32455 7TH EDITION(2020)FBC NON-HVHZ EVALUATION FL6276-R9 Polyset®RTA-1 Revision 9:09/29/2020 Page 5 of 9 ONEM01letc. 10.3 Detail#3:High Profile Tile: Pon of Tile Paddy on Top of Tile Dispensed Horizontally at Head Lap Eave Course _ - Line Eave Closure .- Start Paddy Underneath Pan Portion of Tile at High Profile Tile Course Line 10.4 Detail#4: Two Piece Barrel(Cap&Pan)Tile: —� OneM-7"Paddy (� on each side under } .y cover tiles(Detail) Two(2)-7"Oblong paddies side by side under pan tiles One(1)-7'Paddy on each side under cover tiles Eave Course Line Eave Closure Two(2)-10"Oblong paddies side by side under pan tiles 2-Piece Barrel Profile (eave course only) NEMO ETC,LLC Evaluation Report 02768.02.06-R9 Certificate of Authorization#32455 7T"EDITION(2020)FBC NON-HVHZ EVALUATION F1.6276-119 Polyset®RTA-1 Revision 9:09/29/2020 Page 6 of 9 � 10.5 Detail#5: Low/Flat Profile Tile;Hybrid System: ONEMO etc. Strengthening Ribs Two(2)=1B Screws in Factory Hole Locations Underside of Tile Pad on Top of Tile Dispensed Horizontally '- at Head Lap Undedock Eave Course Line Overlock Eave Closure Flat Profile 10.6 Detail#6: Medium Profile Tile;Hybrid System: Pan of Tile Two(2);�S Screws in Factory Hole Locations Paddy on Top of the Tile - Dispensed Horizontally at Hood Lap Undedock Eave Course __ _ _ _ Overlock Line Eave Closure - Low Profile NEMO ETC,LLC Evaluation Report 02768.02.06-119 Certificate of Authorization#32455 7TH EDITION(2020)FBC NON-HVHZ EVALUATION FL6276-R9 Polyset®RTA-1 Revision 9:09/29/2020 Page 7 of 9 ONEMOjetc. 10.7 Detail#7: High Profile Tile;Hybrid System: Pon of Tile Two(2)Screws in Factory Hole Locations _ Paddy on Top of Tile Dispensed Horizontally _ at Head Lap Eave Course ' Line Eave Closure _ _ - - High Profile 10.8 Detail#8: Hip and Ridge(interdependent with screw): T • 1"-k6"-Bead•of•lCP- Adhesives• ?,may PolyseVRTA-i•roof- tile•adhesive••T #i(lhi�2-$/2"•Screw Code•Approved- Fasterteril Adhere•starter- tile-with•a•Z"•x•7"- Paddyplaced•3" dawn4rorn•head- aftilel NEMO ETC,LLC Evaluation Report 02768.02.06-119 Certificate of Authorization#32455 7TH EDITION(2020)FBC NON-HVHZ EVALUATION F1.6276-119 Polyset®RTA-1 Revision 9:09/29/2020 Page 8 of 9 I ON EMO etc. 10.9 Detail#9: Hip and Ridge(interdependent placement): 7" Obfong Paddy 7" Oblong Paddy pe -END OF EVALUATION REPORT- NEMO ETC,LLC Evaluation Report 02768.02.06-119 Certificate of Authorization#32455 71H EDITION(2020)FBC NON-HVHZ EVALUATION FL6276-R9 Polyset®RTA-1 Revision 9:09/29/2020 Page 9 of 9