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PERMIT DOCUMENTS
TUSVDUVSF dpbezs!1703703132 TUSVDUVSF Dpsuf{K!1703703132 TUSVDUVSF Dpsuf{K!1703703132 TUSVDUVSF Dpsuf{K!1703703132 TUSVDUVSF Dpsuf{K!1703703132 TUSVDUVSF Dpsuf{K!1703703132 TUSVDUVSF dpbezs!1703703132 TUSVDUVSF Dpsuf{K!1703703132 TUSVDUVSF Dpsuf{K!1703703132 TUSVDUVSF Dpsuf{K!1703703132 TUSVDUVSF Dpsuf{K!1703703132 TUSVDUVSF Dpsuf{K!1703703132 TUSVDUVSF Dpsuf{K!1703703132 TUSVDUVSF Dpsuf{K!1703703132 TUSVDUVSF Dpsuf{K!1703703132 TUSVDUVSF Dpsuf{K!1703703132 TUSVDUVSF Dpsuf{K!1703703132 TUSVDUVSF Dpsuf{K!1703703132 TUSVDUVSF Dpsuf{K!1703703132 TUSVDUVSF Dpsuf{K!1703703132 TUSVDUVSF Dpsuf{K!1703703132 TUSVDUVSF Dpsuf{K!1703703132 TUSVDUVSF Dpsuf{K!1703703132 TUSVDUVSF Dpsuf{K!1703703132 TUSVDUVSF Dpsuf{K!1703703132 TUSVDUVSF Dpsuf{K!1703703132 TUSVDUVSF Dpsuf{K!1703703132 TUSVDUVSF Dpsuf{K!1703703132 TUSVDUVSF Dpsuf{K!1703703132 BQQSPWFEBQQSPWFE TUSVDUVSF Dpsuf{K!1703703132 BQQSPWFEBQQSPWFEBQQSPWFEBQQSPWFE TUSVDUVSF dpbezs!1703703132 BQQSPWFEBQQSPWFEBQQSPWFE TUSVDUVSF Dpsuf{K!1703703132 BQQSPWFE TUSVDUVSF dpbezs!1703703132 BQQSPWFEBQQSPWFEBQQSPWFEBQQSPWFEBQQSPWFEBQQSPWFEBQQSPWFE TUSVDUVSF Dpsuf{K!1703703132 BQQSPWFE TUSVDUVSF dpbezs!1703703132 BQQSPWFE TUSVDUVSF Dpsuf{K!1703703132 N EMO|etc. Certificate of Authorization #32455 353 Christian Street, Unit #13 Oxford, CT 06478 (203) 262-9245 E NGINEER E VALUATE T EST C ONSULT EVALUATION REPORT ICP Adhesives and Sealants, Inc.Evaluation Report 02768.03.06-R9 th 12505 NW 44Street FL6332-R9 Coral Springs, FL 33065 Date of Issuance: 08/08/2008 (888) 774-1419Revision 9: 09/29/2020 S COPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code. The products described herein have been evaluated for th compliance with the 7Edition (2020) Florida Building Code sections noted herein. D ESCRIPTION: POLYSET®AH-160 L ABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein. C ONTINUED C OMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance or production facility location(s) changes, or Code provisions that relate to the product(s) change. uction facility location(s) changes, or Code provisions that relate to the product(s) change. uction 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 Acceptance of our Evaluation Reports by the named client constitutes agreement to notify Acceptance of our Evaluation Reports by the named client constitutes agreement to notify NEMO ETC, LLCof any changes to the product(s), the Quality Assurance orchanges to the product(s), the Quality Assurance orchanges to the product(s), the Quality Assurance orthe production facility location(s). the production facility location(s). the production facility location(s). NEMOETC,LLCrequires a BQQSPWFE complete review of its Evaluation Report relative to updated Code requirements with each Code Cycle.TUSVDUVSF A DVERTISEMENT:The Florida Product Approval Number(FL#) dpbezs!1703703132 displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. I NSPECTION:Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 10. Prepared by: Robert J.M. Nieminen, P.E. The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 09/29/2020. This does not serve as an Florida Registration No. 59166, Florida DCA ANE1983 electronically signed document. C ERTIFICATION OF I NDEPENDENCE: 1.NEMO ETC, LLCdoes not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2.NEMO ETC, LLCis not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3.Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4.Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5.This is a building code evaluation. Neither NEMO ETC, LLCnor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. ©2018, NEMO ETC, LLC BQQSPWFE TUSVDUVSF Dpsuf{K!1703703132 N EMO|etc. R OOFING C OMPONENT E VALUATION: 1.S COPE: Product Category:Roofing Sub-Category:Roof Tile Adhesives Compliance Statement:POLYSET®AH-160, as produced by ICP Adhesives and Sealants, Inc., has demonstrated th compliance with thefollowing sections of the 7Edition (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.S TANDARDS: SectionsPropertyStandardYear 1504.2.1.1Overturning resistanceSSTD 111997 3.R EFERENCES: EntityExaminationReferenceDate ERD (TST 6049)Static Uplift SSTD 11P39740.02.1202/20/2012 ERD (TST 6049)Static Uplift SSTD 11P39740.11.13-R101/02/2015 ICC-ES (EVL2396)2012 IBC ComplianceESR-170912/01/2018 Miami-Dade (CER 1592)HVHZ compliance17-0322.0304/27/2017 NEMO (TST6049)Tensile Adhesion (ridge metal)4i-ECM-20-SSCRT-0109/29/2020 NEMO (TST6049)Tensile Adhesion4p-ICP-20-SSLAP-0109/29/2020 PRI (TST 5878)Static Uplift SSTD 11ECM-001-02-0109/21/2001 PRI (TST 5878)Static Uplift SSTD 11PFI-006-02-0105/09/2005 PRI (TST 5878)Static Uplift Static Uplift Static Uplift SSTD 11SSTD 11SSTD 11PFIPFIPFI---006006006---020202-0205/09/2005 PRI (TST 5878)Static Uplift Static Uplift Static Uplift SSTD 11SSTD 11SSTD 11PFIPFIPFI---007007007---020202-0110/11/2005 PRI (TST 5878)Static Uplift Static Uplift Static Uplift SSTD 11SSTD 11SSTD 11PFIPFIPFI---008008008---020202-0402/21/2006 BQQSPWFE PRI (TST 5878)Static Uplift SSTD 11PFI-009-02-0302/21/2006 TUSVDUVSF PRI (TST 5878)Static Uplift SSTD 11TGRI-001-02-0310/30/2006 dpbezs!1703703132 PRI (TST 5878)Static Uplift SSTD 11TGRI-001-02-0310/30/2006 PRI (TST 5878)Static Uplift SSTD 11PFPI-010-02-0112/07/2006 PRI (TST 5878)Static Uplift SSTD 11PFPI-011-02-0112/07/2006 PRI (TST 5878)Static Uplift SSTD 11PFPI-012-02-0112/07/2006 PRI (TST 5878)Static Uplift SSTD 11PFPI-013-02-0112/07/2006 PRI (TST 5878)Static Uplift SSTD 11PFPI-014-02-0112/07/2006 PRI (TST 5878)Static Uplift SSTD 11ECM-003-02-0106/13/2008 PRI (TST 5878)Static Uplift SSTD 11ECM-004-02-0106/13/2008 PRI (TST 5878)Static Uplift SSTD 11ECM-005-02-0106/13/2008 PRI (TST 5878)Static Uplift SSTD 11ECM-006-02-0106/13/2008 PRI (TST 5878)Static Uplift SSTD 11ECM-007-02-0106/13/2008 PRI (TST 5878)Static Uplift SSTD 11ECM-008-02-0106/13/2008 UL LLC (QUA 9625)Quality AssuranceService Confirmation02/07/2018 UL, LLC. (QUA 9625)Quality AssuranceFlorida BCISCurrent 4.P RODUCT D ESCRIPTION: 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, LLCEvaluation Report 02768.03.06-R9 TH Certificate of Authorization #32455 7EDITION (2020) FBC NON-HVHZ EVALUATIONFL6332-R9 POLYSET®AH-160Revision 9: 09/29/2020 Page 2of 10 BQQSPWFE TUSVDUVSF Dpsuf{K!1703703132 N EMO|etc. 5.L IMITATIONS: 5.1This is a building code evaluation. Neither NEMO ETC, LLCnor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2This Evaluation Report is not for use in FBC High Velocity Hurricane Zone jurisdictions (i.e., Broward and Miami-Dade Counties). 5.3This Evaluation Reportpertains to above-deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. 5.4This Evaluation Report does not include evaluation of fire classification. Refer to FBC 1505 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. 5.5This Evaluation Report does not include evaluation of roof edge termination. 5.6 POLYSET®AH-160 maybe 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. 5.7Field tiles, meeting the limitations of FBC 1609.5.3,using POLYSET®AH-160 are limited to projects having an Aerodynamic Uplift Moment (M), determined in accordance with Table 2HB, 2HC, 2HD, 2GB, 2GC or 2GDof FRSA/TRI a Florida High Wind Concrete and Clay Roof TileInstallation Manual, Sixth Editionor 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. T ABLE 1:F IELD T ILES IN POLYSET®AH-160 AA LLOWABLE LLOWABLE OO VVERTURNING ERTURNING MM OMENT OMENT PP ERFORMANCE ERFORMANCE D ATA (((MARGINMARGINMARGINSSOF SAFETY ALREADY APPLIEDOF SAFETY ALREADY APPLIED) Allowable Adhesive Paddy PlacementAdhesive Paddy Placement(Section 10) Tile(FBC 1609.5.3) BQQSPWFEBQQSPWFEBQQSPWFEBQQSPWFEBQQSPWFEBQQSPWFEBQQSPWFE Overturning TUSVDUVSF Placement Moment TypeProfilePaddy Details Detail (ft-lbf) dpbezs!1703703132 #1Independent; Single Paddy, Medium (2x7-inch, ~30 gram)60 Clay or #2Independent; Single Paddy, Large (2x10-inch, ~45 gram)112 Flat / Low Concrete Interdependent; Two Paddy (4x4-inch on underlayment, 2x4-inch at tile #354 overlap) #1Independent; Single Paddy, Medium (2x7-inch, ~30 gram)39 Clay or #2Independent; Single Paddy, Large (2x10-inch, ~54 gram)67 Medium Concrete Interdependent; Two Paddy (4x4-inch on underlayment, 2x4-inch at tile #358 overlap) ClayHigh#3Independent; Single Paddy, Large (2x10-inch, ~45 gram)134 #1Independent; Single Paddy, Medium (2x7-inch, ~30 gram)65 Clay or #2Independent; Single Paddy, Large (2x10-inch, ~63 gram)109 High Concrete Interdependent; Two Paddy (4x4-inch on underlayment, 2x4-inch at tile 40 #3 overlap) ClayBarrel#42x10-inch x ~35 gram for pans; 2 @ 1x10-inch x ~17 gram for cap147 ConcreteBarrel#42x10-inch x ~35 gram for pans; 2 @ 1x10-inch x ~17 gram for cap107 Cap atop 2x Clay#5Independent: Continuous Paddy (~34 gram/ft)135 stringer Cap atop 2x Concrete#5Independent: Continuous Paddy (~ 34 gram/ft)116 stringer Cap atop 2x Interdependent: Clay#6105 stringer Cap atop 2x Interdependent: Concrete#676 stringer NEMO ETC, LLCEvaluation Report 02768.03.06-R9 TH Certificate of Authorization #32455 7EDITION (2020) FBC NON-HVHZ EVALUATIONFL6332-R9 POLYSET®AH-160Revision 9: 09/29/2020 Page 3of 10 BQQSPWFE TUSVDUVSF Dpsuf{K!1703703132 N EMO|etc. 5.7.1Data in Table 1 relates to installation over a TWO-PLYunderlayment system, as detailed in the FRSA/TRI Florida High Wind Concrete and Clay Roof TileInstallation Manual, Sixth Edition, using a hot-asphalt-applied, ASTM D6380, Class . Alternate underlayment systems arethose 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. 5.7.2Tile 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 TAS101. For the interdependent multi-paddy method, an additional 2-to-1 margin above that specified in SSTD 11 or Testing Application Standard TAS101 5.8Hip 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 TileInstallation Manual, Sixth Editionor 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. T ABLE 2:H IP &R IDGE T ILES IN POLYSET®AH-160 A LLOWABLE U PLIFT R ESISTANCE P ERFORMANCE D ATA (MARGINSOF SAFETY ALREADY APPLIED) Placement Allowable Design TileSubstrateDetailAttachment Details Pressure (psf) (Section 10) Independent: Continuous Paddy (~34 Clay2x PT ridge board#5116 gram/ft) Independent: Continuous Paddy (~ 34 Independent: Continuous Paddy (~ 34 Independent: Continuous Paddy (~ 34 Concrete2x PT ridge board2x PT ridge board2x PT ridge board#5#5#5107 gram/ft)gram/ft)gram/ft) BQQSPWFEBQQSPWFEBQQSPWFEBQQSPWFEBQQSPWFEBQQSPWFEBQQSPWFEBQQSPWFEBQQSPWFEBQQSPWFE Clay2x PT ridge board2x PT ridge board#690 TUSVDUVSF screw; Overlap: 1 x 6 inch (~10.5 gram) dpbezs!1703703132 Concrete2x PT ridge board#656 screw; Overlap: 1 x 6 inch (~10.5 gram) Clay or (FL5374): Independent: Continuous Paddy (~34 #5173 Concrete aluminum, Galvalume® or stainless steel gram/ft) Clay or Independent: Continuous Paddy (~ 34 (FL5374): aluminum, Galvalume® or #5178 Concretegram/ft) stainless steel Independent: Continuous Paddy (~ 32 Clay#5125 gram/ft) Independent: Continuous Paddy (~ 32 Concrete#5146 gram/ft) NEMO ETC, LLCEvaluation Report 02768.03.06-R9 TH Certificate of Authorization #32455 7EDITION (2020) FBC NON-HVHZ EVALUATIONFL6332-R9 POLYSET®AH-160Revision 9: 09/29/2020 Page 4of 10 BQQSPWFE TUSVDUVSF Dpsuf{K!1703703132 N EMO|etc. 6.I NSTALLATION: 6.1 POLYSET®AH-160 and the tile roof assembly shallbe installed in accordance with the manufacturerscurrent published instructions, but not less than the requirements of FBC 1507.3 and the FRSA/TRI Florida High Wind Concrete and Clay Roof TileInstallation Manual, Sixth Edition, subject to the limitations in Section 5. 6.1.1Installationof POLYSET®AH-160 shall be performed by applicators that hold a valid Qualified Applicator Card presented by ICP Adhesives and Sealants, Inc. 6.2Underlayment shall holdcurrentFlorida 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 winduplift design loads in accordance with Table 1A of FRSA/TRI Florida High Wind Concrete and Clay Roof TileInstallation Manual, Sixth Editionor the critical (highest) design pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3. 6.3Hip and ridge boards or hip/ridge metal shall be installed in accordance with the FRSA/TRI Florida High Wind Concrete and Clay Roof TileInstallation Manual, Sixth Edition. Proprietary hip and ridge metal shall be installed in accordance 7.B UILDING P ERMIT R EQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction to properly evaluate the installation of this product. 8.M ANUFACTURING P LANTS: Tomball, TX 9.Q UALITY A SSURANCE E NTITYNTITY: UL, LLC. QUA9625; (414) 248; (414) 248; (414) 248--6409; 6409; 6409; Karen.buchmann@ul.comKaren.buchmann@ul.comKaren.buchmann@ul.com BQQSPWFEBQQSPWFEBQQSPWFEBQQSPWFE TUSVDUVSF dpbezs!1703703132 NEMO ETC, LLCEvaluation Report 02768.03.06-R9 TH Certificate of Authorization #32455 7EDITION (2020) FBC NON-HVHZ EVALUATIONFL6332-R9 POLYSET®AH-160Revision 9: 09/29/2020 Page 5of 10 BQQSPWFE TUSVDUVSF Dpsuf{K!1703703132 N EMO|etc. 10.P ADDY P LACEMENT D ETAILS (FROM ICPA DHESIVES AND S EALANTS,I NC.PUBLISHED LITERATURE): 10.1 DETAIL #1: Independent, Medium Paddy: BQQSPWFE TUSVDUVSF dpbezs!1703703132 NEMO ETC, LLCEvaluation Report 02768.03.06-R9 TH Certificate of Authorization #32455 7EDITION (2020) FBC NON-HVHZ EVALUATIONFL6332-R9 POLYSET®AH-160Revision 9: 09/29/2020 Page 6of 10 BQQSPWFE TUSVDUVSF Dpsuf{K!1703703132 N EMO|etc. 10.2 DETAIL #2: Independent, Large Paddy: BQQSPWFE TUSVDUVSF dpbezs!1703703132 NEMO ETC, LLCEvaluation Report 02768.03.06-R9 TH Certificate of Authorization #32455 7EDITION (2020) FBC NON-HVHZ EVALUATIONFL6332-R9 POLYSET®AH-160Revision 9: 09/29/2020 Page 7of 10 BQQSPWFE TUSVDUVSF Dpsuf{K!1703703132 N EMO|etc. 10.3 DETAIL #3: Interdependent, Two Paddy: BQQSPWFE TUSVDUVSF dpbezs!1703703132 NEMO ETC, LLCEvaluation Report 02768.03.06-R9 TH Certificate of Authorization #32455 7EDITION (2020) FBC NON-HVHZ EVALUATIONFL6332-R9 POLYSET®AH-160Revision 9: 09/29/2020 Page 8of 10 BQQSPWFE TUSVDUVSF Dpsuf{K!1703703132 N EMO|etc. 10.4 DETAIL #4: Two Piece Barrel (Cap & Pan) Tile: 10.5 DETAIL #5: Hip and Ridge (independent placement): BQQSPWFE TUSVDUVSF dpbezs!1703703132 NEMO ETC, LLCEvaluation Report 02768.03.06-R9 TH Certificate of Authorization #32455 7EDITION (2020) FBC NON-HVHZ EVALUATIONFL6332-R9 POLYSET®AH-160Revision 9: 09/29/2020 Page 9of 10 BQQSPWFE TUSVDUVSF Dpsuf{K!1703703132 N EMO|etc. 10.6 DETAIL #6: Hip and Ridge (interdependent placement): TUSVDUVSF dpbezs!1703703132 -END OF EVALUATION REPORT - NEMO ETC, LLCEvaluation Report 02768.03.06-R9 TH Certificate of Authorization #32455 7EDITION (2020) FBC NON-HVHZ EVALUATIONFL6332-R9 POLYSET®AH-160Revision 9: 09/29/2020 Page 10of 10 BQQSPWFEBQQSPWFE TUSVDUVSF Dpsuf{K!1703703132 BQQSPWFE TUSVDUVSF dpbezs!1703703132 BQQSPWFEBQQSPWFEBQQSPWFE TUSVDUVSF Dpsuf{K!1703703132 BQQSPWFEBQQSPWFE TUSVDUVSF dpbezs!1703703132 BQQSPWFEBQQSPWFEBQQSPWFEBQQSPWFEBQQSPWFE TUSVDUVSF Dpsuf{K!1703703132 BQQSPWFEBQQSPWFEBQQSPWFE TUSVDUVSF dpbezs!1703703132 BQQSPWFEBQQSPWFEBQQSPWFEBQQSPWFEBQQSPWFE TUSVDUVSF Dpsuf{K!1703703132 BQQSPWFEBQQSPWFEBQQSPWFEBQQSPWFEBQQSPWFEBQQSPWFEBQQSPWFEBQQSPWFE TUSVDUVSF dpbezs!1703703132 BQQSPWFEBQQSPWFEBQQSPWFE TUSVDUVSF Dpsuf{K!1703703132 BQQSPWFEBQQSPWFEBQQSPWFEBQQSPWFE TUSVDUVSF dpbezs!1703703132 BQQSPWFEBQQSPWFEBQQSPWFEBQQSPWFEBQQSPWFE TUSVDUVSF Dpsuf{K!1703703132 BQQSPWFEBQQSPWFEBQQSPWFEBQQSPWFEBQQSPWFE TUSVDUVSF dpbezs!1703703132 BQQSPWFEBQQSPWFEBQQSPWFEBQQSPWFEBQQSPWFE TUSVDUVSF Dpsuf{K!1703703132 BQQSPWFE TUSVDUVSF dpbezs!1703703132 Number: 412 TUSVDUVSF Dpsuf{K!1703703132 Originally Issued: 07/31/2015Revised: 08/21/2020Valid Through: 07/31/2021 BORAL ROOFING 3.0PRODUCT USE 7575 Irvine Center Drive, Suite 100 Irvine, California 92618 3.1 General:Boral Roofing Concrete Roof Tiles shall be (949) 756-1605 used as a roof covering in accordance with IBC Section www.boralamerica.com 1503 orIRC Section 903, as applicable. CONCRETE ROOF TILES 3.2Installation: CSI Section: 3.2.1 Installationwhen installed in accordance with the 07 32 16 Concrete Roof Tiles requirements of the 2018 IBC or IRC: Boral Concrete Roof Tile shall be installedin accordancewith 2018 IBC 1.0RECOGNITION Section 1507.3 or 2018 IRC Section R905.3, including the attachmentrequirements of 2018 IBC Section 1507.3.7or Boral Roofing Concrete Roof Tiles recognized in this report 2018 IRC Section R905.3.7, as applicable. Underlayment have been evaluated for use as concrete roof tiles. The shall conformto 2018 IBC Section 1507.1.1 or 2018IRC weather resistance, wind uplift resistance and fire Section R905.1.1 classification properties of the roof tiles comply with the intent of the provisions of the following codes and 3.2.2 Installation whenthe2015, 2012, 2009 or 2006 IBC regulations: orIRC is applicable: Boral Concrete Roof Tile shall be fastened in accordance with The Concrete and Clay Roof 2018, 2015, 2012, 2009, and 2006 International ® Tile Installation Manual for Moderate Climate Regions, Building Code(IBC) dated July 2015, published by the Tile Roofing Institute and 2018, 2015,2012, 2009, and 2006 International ® the Western States Roofing Contractors Association,and Residential Code(IRC) this report.. The TRI manual is available for download 2019California Building Code (CBC)Supplement attached to ERattached to ERattached to ER-2015 from the UES website at attached 2019 California Residential Code (CRC)California Residential Code (CRC)California Residential Code (CRC) www.uniformwww.uniformwww.uniform-es.org. The Concrete Roof Tile shall be Supplement attached attached to the roof structure based attached to the roof structure based attached to the roof structure based on the applicable code BQQSPWFEBQQSPWFE 2020Florida Building Code, Building (FBC, and criteria for applicabilityas noted in Table1 of this TUSVDUVSF Building) Supplement attached report. dpbezs!1703703132 2020 Florida Building Code, Residential (FBC, TABLE 1 ATTACHMENT DESIGN Design Residential) Supplement attached Applicable Criteria for ApplicabilityInformation Code Location 2.0LIMITATIONS Ultimate Design Wind 2015 or 2012 Speeds (V Roof Tile ult Use of the Boral Roofing Concrete Roof Tilesrecognized in IBCInstallation this report is subject to the following limitations: feet Manual & Table 1507.3.7 of the Basic Wind Speed (3 sec 2009 or 2006 applicable IBC 2.1 The roof tiles shall be manufactured, identified and IBC installed in accordance with this report and the applicable Roof Tile 2015, 2012, code. In the event of a conflict this report governs. Installation 2009 or 2006 Manual & Section IRC 2.2shall be installed on R905.3.7 For SI:1 foot = 305 mm, 1 mph = 1.6 m/s roof slopes of 2½ units vertical in 12 units horizontal (21- 3.4Anchoring:Boral Concrete Roof tile may be anchored 2.3 The supporting structure shall be designed to support the by mortar in accordance with the applicable building code loads and is beyond the scope of this report. and, where permitted, theTRI Manual or adhesively attached 2.4The Concrete Roof Tilesrecognized in this report are reportissued by an approved evaluation service agency. produced in Lake Wales, FL; Brookshire, TX; Phoenix, AZ; Henderson, NV; Okeechobee, FL, Rialto, CA; French Camp, CA; Henderson, COandLathrop, CA; Tables 2 A through 2 I describe the tiles produced at each location. The product described in this Uniform Evaluation Service (UES) Report has been evaluated as an alternative material, design or method of construction in order to satisfy and comply with the intent of the provision of the code, as noted in this report, and for at least equivalence to that prescribed in thecode in quality, strength, effectiveness, fire resistance, durability and safety, as applicable, in accordance with IBC Section 104.11.This document shall only be reproduced in its entirety. Copyright © 2020by International Association of Plumbing and Mechanical Officials. All rights reserved. Printed in the United States. Ph: 1-877- web: www.uniform-East Philadelphia Street, Ontario, California 91761-2816 USA Page 1 of7 BQQSPWFE Number: 412 TUSVDUVSF Dpsuf{K!1703703132 Originally Issued: 07/31/2015Revised: 08/21/2020Valid Through: 07/31/2021 4.0 PRODUCT DESCRIPTION7.0 STATEMENT OF RECOGNITION This evaluation report describes the results of research Boral Roofing Concrete Roof Tiles comply with ASTM carried out by IAPMO Uniform Evaluation Service on Boral C1492 as required by Section 1507.3.5 of the IBC. The roof Roofing Concrete Roof Tiles to assess conformance to the tiles are described by model, weight, dimensions, and tile codes shown in Section 1.0 of this report and serves as factor in Tables 2 A through 2 I, for each of the production documentation of the product certification. Products are locations listed in Section 2.4 of this report. When installed manufactured at locations noted in Section 2.4of this report in accordance with this report on minimum 15/32 inch thick under a quality control program with periodic inspection (12 mm) plywood solid sheathingor non-combustible decks, under the supervision of IAPMO UES. the assembly incorporating the roof tiles achieve anASTM E108 Class A rating per Section 1505.2 of the IBC and Section R902.1 of the IRC, as applicable. Roof classifications for adhesively attached systems shall be in research report. Brian Gerber, P.E., S.E. 5.0 IDENTIFICATION Vice President, Technical Operations Uniform Evaluation Service name (Boral Roofing), manufacturing address, product name, installed weight, inspection agency, and evaluation Richard Beck, PE, CBO, MCP report number (ER-412). The Cedarlite 600, Madera 700 Vice President, Uniform Evaluation Service and Madera 900 tiles are imprintedon the top side of each lll GP Russ Chaney Boral Roofing, or MonierL BQQSPWFE CEO, The IAPMO Group identification includes the IAPMO Uniform Evaluation TUSVDUVSF Service Mark of Conformity. Either Mark of Conformity dpbezs!1703703132 For additional information about this evaluation report please visit may be used as shown below: www.uniform-es.orgor email us at info@uniform-es.org or IAPMO UES ER-412 6.0 SUBSTANTIATING DATA Data in accordance with ICC-ES AC180, dated February 2012 (editorially revised March 2018 descriptive literature and installation instructions. Test reports are from laboratories in compliance with ISO/IEC 17025. tğŭĻ ЋƚŅ А BQQSPWFE Number: 412 TUSVDUVSF Dpsuf{K!1703703132 Originally Issued: 07/31/2015Revised: 08/21/2020Valid Through: 07/31/2021 Table 2 A -Tiles Manufactured at Denver (Henderson), CO 2 Dimemsions Installed Dry Tile Factor 1 (inch) TileWeight 31 Length X Width (psf)TF (ft)Ratio Saxony Shake, Slate, Country 9.617 X131.5681.115 SlateSplit Old English Thatch Saxony Impact10.517 X131.5681.115 Villa 9009.017 X131.5031.068 VillaImpact10.117 X131.5031.068 2 For SI:1 inch = 25.4 mm, 1 psf = 4.88 kg/m Table 2 B -Tiles Manufactured at Henderson, NV 2 Dimemsions Installed Dry Tile Factor 1 (inch) TileWeight 31 Length X Width (psf)TF (ft)Ratio 3 España/ Barcelona9.017 X12/1.4701.045 8 Saxony 900 Shake, Slate, 9.117 X131.5331.090 Country Slate 2 For SI:1 inch = 25.4 mm, 1 psf = 4.88 kg/m Table 2 C Table 2 C Table 2 C ---Tiles Manufactured at Katy (Brookshire), TXTiles Manufactured at Katy (Brookshire), TXTiles Manufactured at Katy (Brookshire), TX 2 DimemsionsDimemsionsDimemsions Installed Dry Installed Dry Installed Dry BQQSPWFEBQQSPWFEBQQSPWFEBQQSPWFEBQQSPWFEBQQSPWFEBQQSPWFEBQQSPWFEBQQSPWFEBQQSPWFE Tile Factor 1 (inch)(inch) TileWeight TUSVDUVSF 31 Length X Width (psf)TF (ft)Ratio dpbezs!1703703132 Barcelona Impact10.316½ X131.4441.027 Saxony Country Shake, Country Slate, Country Split Shake, English 10.316½ X131.3920.989 Thatch Saxony Impact10.516½ X131.3920.989 Saxony Shake, Slate10.316½ X131.3920.989 Tejas España/ Barcelona9.016½ X131.4071.000 Villa9.016½ X131.4071.000 2 For SI:1 inch = 25.4 mm, 1 psf = 4.88 kg/m NOTES TO TABLES: 1.Used on a 3-inch head-lap. 2.Nominal dimension. tğŭĻ ЌƚŅ А BQQSPWFE Number: 412 TUSVDUVSF Dpsuf{K!1703703132 Originally Issued: 07/31/2015Revised: 08/21/2020Valid Through: 07/31/2021 Table 2 D -Tiles Manufactured at Lake Wales, FL 2 Dimemsions Installed Dry Tile Factor 1 (inch) TileWeight 31 Length X Width (psf)TF (ft)Ratio Barcelona 9009.517 X131.5251.084 Saxony 900 Shake, Slate, Split 9.517 X131.5451.098 Shake, Country Slate 3 9.917 X9/1.1440.813 4 Villa 9009.217 X131.5331.090 2 For SI:1 inch = 25.4 mm, 1 psf = 4.88 kg/m Table 2 E -Tiles Manufactured at Lathrop, CA 2 Dimemsions Installed Dry Tile Factor 1 (inch) TileWeight 31 Length X Width (psf)TF (ft)Ratio Barcelona 9009.317 X131.5091.073 Saxony 900 Shake, Slate9.117 X131.5331.090 2 For SI:1 inch = 25.4 mm, 1 psf = 4.88 kg/m Table 2 F Table 2 F Table 2 F --Tiles Manufactured at Phoenix, AZTiles Manufactured at Phoenix, AZTiles Manufactured at Phoenix, AZ BQQSPWFE 2 TUSVDUVSF Dimemsions Installed Dry Tile Factor 1 (inch) dpbezs!1703703132 TileWeight 31 Length X Width (psf)TF (ft)Ratio Mission S / Barcelona10.316½ X131.4941.062 Saxony Shake, Slate9.516½ X131.4941.062 Villa9.016½ X131.4071.000 2 For SI:1 inch = 25.4 mm, 1 psf = 4.88 kg/m Table 2 G -Tiles Manufactured at Okeechobee, FL 2 Dimemsions Installed Dry Tile Factor 1 (inch) TileWeight 31 Length X Width (psf)TF (ft)Ratio 11 Bermuda12.4416/X10/1.0360.736 88 7.916½ X131.4171.007 9.317X 101.1440.831 Plantation10.416½ X131.4261.014 Saxony 9009.317 X131.5331.090 2 For SI:1 inch = 25.4 mm, 1 psf = 4.88 kg/m NOTES TO TABLES: 1.Used on a 3-inch head-lap. 2.Nominal dimension. tğŭĻ ЍƚŅ А BQQSPWFE Number: 412 TUSVDUVSF Dpsuf{K!1703703132 Originally Issued: 07/31/2015Revised: 08/21/2020Valid Through: 07/31/2021 Table 2 H -Tiles Manufactured at Rialto, CA 2 Dimemsions Installed Dry Tile Factor 1 (inch) TileWeight 31 Length X Width (psf)TF (ft)Ratio 3 España/ Barcelona9.017 X12/1.4541.033 8 3 España600 / Barcelona 6005.917 X12/1.4541.033 8 Saxony 600-Slate, Shake, Split 5.917 X131.5331.090 Shake Saxony 700 Slate, Shake, Split 7.117 X131.5331.090 Shake Saxony 900-Slate, Shake, Country 9.317 X131.5331.090 Shake Villa 6005.817 X131.4941.061 Villa 9009.017 X131.4941.061 2 For SI:1 inch = 25.4 mm, 1 psf = 4.88 kg/m Table 2 I -Tiles Manufactured at Stockton (French Camp), CA 2 Dimemsions Installed Dry Tile Factor 1 (inch) TileWeight 31 Length X Width (psf)TF (ft)Ratio Cedarlite 6005.913½ X130.9420.673 Madera 7007.27.27.213½ X13½ X13½ X130.9470.673 Madera 9009.59.59.513½ X13½ X13½ X130.9470.673 BQQSPWFEBQQSPWFEBQQSPWFEBQQSPWFEBQQSPWFEBQQSPWFEBQQSPWFEBQQSPWFEBQQSPWFEBQQSPWFEBQQSPWFEBQQSPWFEBQQSPWFEBQQSPWFEBQQSPWFEBQQSPWFEBQQSPWFE Saxony 600 Slate, Shake, Split Shake, Shake, Split Shake, Shake, Split Shake5.75.75.717 X17 X17 X131.5251.084 Saxony 700 Slate, Shake, Split Shake TUSVDUVSF 7.217 X131.5251.084 Saxony 900 Hartford Slate, Shake, dpbezs!1703703132 9.117 X131.5331.090 Slate, Country Slate Saxony 900 Split Old English Thatch9.817 X131.5251.084 Villa 6006.017 X131.4941.115 Villa 9009.317 X131.4941.115 2 For SI:1 inch = 25.4 mm, 1 psf = 4.88 kg/m NOTES TO TABLES: 1.Used on a 3-inch head-lap. 2.Nominal dimension. tğŭĻ ЎƚŅ А BQQSPWFE Number: 412 TUSVDUVSF Dpsuf{K!1703703132 Originally Issued: 07/31/2015Revised: 08/21/2020Valid Through: 07/31/2021 2.4Boral Roofing concrete roof tiles used on structures CALIFORNIA SUPPLEMENT regulated by the Division of the State Architect or the Office of Statewide Planning and Development are subject to BORAL ROOFING installation provisions in CBC Section 1513. 7575 Irvine Center Drive, Suite 100 Irvine, California 92618 For additional information about this evaluation report please visit (949) 756-1605 www.uniform-es.orgor email us at info@uniform-es.org www.boralamerica.com CONCRETE ROOF TILES CSI Section: 07 32 16 Concrete Roof Tiles 1.0RECOGNITION The Boral Concrete Roof Tiles evaluated in IAPMO UES ER-412 is a satisfactory alternative to the following codes and regulations: 2019California Building Code (CBC) 2019California Residential Code (CRC) 2.0 PRODUCT USE 2.1The Boral Roofing concrete roof tiles may be used as a concrete roof tiles may be used as a concrete roof tiles may be used as a Class A, B, or C roof covering systems complying with Class A, B, or C roof covering systems complying with Class A, B, or C roof covering systems complying with BQQSPWFE Sections 1505.1.1 of the CBC or R902.1.1 of the CRC; Sections 1505.1.1 of the CBC or R902.1.1 of the CRC; Sections 1505.1.1 of the CBC or R902.1.1 of the CRC; TUSVDUVSF 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, dpbezs!1703703132 respectively.The design and installation of the Boral Roofing concrete roof tiles shall be in accordance with Sections 1507.3.10and 1513 CBCor Section 905.3 of the CRC, as applicable, and ER-412. 2.2Roof Tilesshall be installed in accordance with Sections 3.0and 4.0of ER-412 except,where the building official requires conformance to the CBC or CRC,the following shall be substituted: 2.2.1Underlayment shall conform with CBC Section 1507.1.1or CRC Section 905.1.1. 2.2.2Attachment of the concrete roof tiles shall be designed to resist wind loads according to CBC Sections 1507.3.7 and 1609.5 or CRC Section 905.3, as applicable. 2.3Boral Roofing concrete roof tiles buildings located in any Fire Hazard Severity Zone or any Wildland-Urban Interface Fire Area designated by the enforcing agency constructed after the application date shall 701A.3and 705A of the CBC,or Sections R337.1.3.1 and R337.5 of the CRC, as applicable, and with the IBC as presented in ER-412. tğŭĻ ЏƚŅ А BQQSPWFE Number: 412 TUSVDUVSF Dpsuf{K!1703703132 Originally Issued: 07/31/2015Revised: 08/21/2020Valid Through: 07/31/2021 FLORIDA SUPPLEMENT loads shall be in accordance with Section 1609.5 of the FBC, Building or Section R301.2.1 of the FBC, Residential, as BORAL ROOFING applicable. 7575 Irvine Center Drive, Suite 100 Irvine, California 92618 For additional information about this evaluation report please visit www.uniform-es.orgor email us at info@uniform-es.org (949) 756-1605 www.boralamerica.com CONCRETE ROOF TILES CSI Section: 07 32 16 Concrete Roof Tiles 1.0RECOGNITION The Boral Roofing concrete roof tiles evaluated in IAPMO UES ER-412 is a satisfactory alternative to the following codes and regulations: 2020 Florida Building Code, Building (FBC, Building) 2020 Florida Building Code, Residential (FBC, Residential) 2.0 LIMITATIONS BQQSPWFE 2.1Verification shall be provided that a quality assurance Verification shall be provided that a quality assurance Verification shall be provided that a quality assurance TUSVDUVSF agency audits the manufacturers quality assurance program and audits the production quality of products, in accordance dpbezs!1703703132 with Section (5)(d) of Florida Rule 61G20-3.008. The quality assurance agency shall be approved by the Commission (or the building official when the report holder does not possess an approval by the Commission). 2.2Evaluation to the high-velocity hurricane zone provisions in Section 1512of the FBC, Building and Chapter 44 of the FBC, Residential is beyond the scope of this report. 3.0 PRODUCT USE The design and installation of the Boral Roofing concrete roof tiles shall be in accordance with the 2018International Building Code and the 2018International Residential Code, as applicable,as noted in ER-412. From FBC, Building Section 1507.3 and FBC, Residential Section R905.3 states that the installation of the Boral Roofing concrete roof tiles shall be in accordance with the requirements of the FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual,SixthEdition where the Vis asd , BuildingSection 1609.3.1, FBC-ResidentialSection R301.2.1.3, or the recommendations of RAS 118, 119 or 120. Load combinations shall be in accordance with Sections 1605.2 or 1605.3 of the FBC,Building, as applicable. Design wind tğŭĻ АƚŅ А TUSVDUVSF Dpsuf{K!1703703132 TUSVDUVSF Dpsuf{K!1703703132 TUSVDUVSF Dpsuf{K!1703703132 TUSVDUVSF Dpsuf{K!1703703132 TUSVDUVSF Dpsuf{K!1703703132 TUSVDUVSF Dpsuf{K!1703703132 TUSVDUVSF Dpsuf{K!1703703132 TUSVDUVSF Dpsuf{K!1703703132 TUSVDUVSF Dpsuf{K!1703703132