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Phone: (561) 737-2383 225 S.E. 5th Avenue Fax: (561) 737-7888 Boynton Beach, FL 33435 P.O. Box 243662 #CCC1325938 Boynton Beach, FL 33424 #CGC1504291 BUILDING ROOFING SINCE 1953 ÑQUALITYTHROUGHKNOWLEDGEANDSUPERVISIONÒ BQQSPWFE TUSVDUVSF TzmwftusjK!1703903132 rd 2649 SW 23 Cranbrook Court, Boynton Beach, FL 33436 Reroof Tile to Tile 43 SQ’s 5/12 Pitch & Reroof Flat Deck 5 SQ’s TUSVDUVSF TzmwftusjK!1703903132 TUSVDUVSF TzmwftusjK!1703903132 TUSVDUVSF TzmwftusjK!1703903132 TUSVDUVSF TzmwftusjK!1703903132 TUSVDUVSF TzmwftusjK!1703903132 TUSVDUVSF TzmwftusjK!1703903132 TUSVDUVSF TzmwftusjK!1703903132 TUSVDUVSF TzmwftusjK!1703903132 TUSVDUVSF TzmwftusjK!1703903132 TUSVDUVSF TzmwftusjK!1703903132 TUSVDUVSF TzmwftusjK!1703903132 TUSVDUVSF TzmwftusjK!1703903132 Florida Building Code Online BCIS HomeLog InUser RegistrationHot TopicsSubmit SurchargeStats & FactsPublicationsContact UsBCIS Site MapLinksSearch Product Approval USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail FL #FL6332-R9FL6332-R9 Application TypeRevision Code Version2020 Application StatusApplication StatusApproved BQQSPWFEBQQSPWFE Comments TUSVDUVSF Archived TzmwftusjK!1703903132 Product ManufacturerICP Adhesives & Sealants, Inc. Address/Phone/Email12505 NW 44th Street Coral Springs, FL 33065 (888) 774-1419Ext201 rylipelkonen@icpadhesives.com Authorized SignatureRiku Ylipelkonen rylipelkonen@icpadhesives.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email CategoryRoofing SubcategoryRoof Tile AdhesivesRoof Tile Adhesives Compliance MethodEvaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name whoRobert Nieminen developed the Evaluation Report Florida LicensePE-59166 Quality Assurance EntityUL LLC Quality Assurance Contract Expiration Date01/21/2024 Validated ByJohn W. Knezevich, PE 5 Validation Checklist - Hardcopy Received Certificate of IndependenceFL6332_R9_COI_2020_01_COI_NIEMINEN.pdf Referenced Standard and Year (of Standard) StandardYear SSTD 111997 file:///Z|/Product%20Approvals/Florida%20Building%20Code%20Online.html\[2/1/2021 12:38:02 PM\] Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval MethodMethod 1 Option D Date Submitted09/29/2020 Date Validated10/04/2020 Date Pending FBC Approval10/11/2020 Date Approved12/15/2020 Summary of ProductsSummary of Products FL #Model, Number or NameModel, Number or NameDescription BQQSPWFEBQQSPWFEBQQSPWFEBQQSPWFEBQQSPWFEBQQSPWFEBQQSPWFEBQQSPWFEBQQSPWFEBQQSPWFEBQQSPWFEBQQSPWFEBQQSPWFE TUSVDUVSF 6332.16332.1POLYSET AH-160POLYSET AH-160Dual component expanding polyurethane roof tileDual component expanding polyurethane roof tileDual component expanding polyurethane roof tile adhesiveadhesive TzmwftusjK!1703903132 Limits of UseInstallation Instructions Approved for use in HVHZ:No FL6332_R9_II_2020_09_29_FINAL_ER_POLYSET Approved for use outside HVHZ:YesAH160_FL6332-R9.pdf Impact Resistant:N/AVerified By:Robert NieminenPE-59166 Design Pressure:+n/a/-178Created by Independent Third Party:Yes Other:1.) The design pressure limitation in thisEvaluation Reports application refers to hip and ridge tiles in oneFL6332_R9_AE_2020_09_29_FINAL_ER_POLYSET configuration. Refer to Table 2 of ER for all hip and ridgeAH160_FL6332-R9.pdf tile limitations. 2.) Field tiles are designed based onCreated by Independent Third Party:Yes overturning moment resistance. Refer to Table 1 of ER for field tile limitations. 3.) Refer to ER Sections 5 for other Limitations of Use. BackNext Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399Phone: 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: file:///Z|/Product%20Approvals/Florida%20Building%20Code%20Online.html\[2/1/2021 12:38:02 PM\] 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(888) 774(888) 774--141914191419Revision 9: 09/29/2020 SSS COPECOPECOPE: : : BQQSPWFE This Evaluation Report is issued under This Evaluation Report is issued under This Evaluation Report is issued under Rule 61G20Rule 61G20Rule 61G20-3 and the applicable rules and regulations governing the use of TUSVDUVSF construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, TzmwftusjK!1703903132 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®POLYSET®AHAH--160160 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. 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 orthe production facility location(s). NEMOETC,LLCrequires a complete review of its Evaluation Report relative to updated Code requirements with each Code Cycle. A DVERTISEMENT:The Florida Product Approval Number(FL#) displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. I NSPECTION:Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 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 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: SectionsSectionsPropertyPropertyStandardYear 1504.2.1.11504.2.1.11504.2.1.1Overturning resistanceOverturning resistanceOverturning resistanceSSTD 111997 BQQSPWFEBQQSPWFEBQQSPWFEBQQSPWFEBQQSPWFEBQQSPWFEBQQSPWFEBQQSPWFEBQQSPWFEBQQSPWFEBQQSPWFEBQQSPWFEBQQSPWFEBQQSPWFEBQQSPWFEBQQSPWFEBQQSPWFEBQQSPWFEBQQSPWFE 3.R EFERENCES: TUSVDUVSF EntityExaminationReferenceDate TzmwftusjK!1703903132 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 SSTD 11PFI-006-02-0205/09/2005 PRI (TST 5878)Static Uplift SSTD 11PFI-007-02-0110/11/2005 PRI (TST 5878)Static Uplift SSTD 11PFI-008-02-0402/21/2006 PRI (TST 5878)Static Uplift SSTD 11PFI-009-02-0302/21/2006 PRI (TST 5878)Static Uplift SSTD 11TGRI-001-02-0310/30/2006 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 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. Rand limitations regarding roof assembly fire classification. Rand limitations regarding roof assembly fire classification. Refer to FBC 2603 for requirements and limitations concerning the use of foam plastic insulation.concerning the use of foam plastic insulation.concerning the use of foam plastic insulation. BQQSPWFE 5.55.55.5This Evaluation Report does not include evaluation of roof edge termination. This Evaluation Report does not include evaluation of roof edge termination. This Evaluation Report does not include evaluation of roof edge termination. TUSVDUVSF 5.6 POLYSET®AH-160 maybe used with flat, low and high profile tiles having a current Florida Statewide Product TzmwftusjK!1703903132 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 A LLOWABLE O VERTURNING M OMENT P ERFORMANCE D ATA (MARGINSOF SAFETY ALREADY APPLIED) Allowable Adhesive Paddy Placement(Section 10) Tile(FBC 1609.5.3) Overturning Placement Moment TypeProfilePaddy Details Detail (ft-lbf) #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 #1#1Independent; Single Paddy, Medium (2x7Independent; Single Paddy, Medium (2x7--inch, ~30 gram)inch, ~30 gram)6565 Clay or Clay or #2Independent; Single Paddy, Large (2x10-inch, ~63 gram)109 HighHigh ConcreteConcrete 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 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 ofTable 1A ofTable 1A of FRSA/TRIFRSA/TRIFRSA/TRI Florida High Wind Concrete and Florida High Wind Concrete and Florida High Wind Concrete and Clay Roof TileInstallation Manual, Sixth Editionor the applicable design pressure determined in accordance with applicable design pressure determined in accordance with applicable design pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3,not greater than BQQSPWFE the following values. Refer to the following values. Refer to the following values. Refer to ICP Adhesives and Sealants, Inc.ICP Adhesives and Sealants, Inc.ICP Adhesives and Sealants, Inc.published installation instructions for Adhesive Paddy TUSVDUVSF Placement details. TzmwftusjK!1703903132 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 Concrete2x PT ridge board#5107 gram/ft) Clay2x PT ridge board#690 screw; Overlap: 1 x 6 inch (~10.5 gram) Concrete2x PT ridge board#656 screw; Overlap: 1 x 6 inch (~10.5 gram) Clay or Clay or (FL5374): (FL5374): Independent: Continuous Paddy (~34 Independent: Continuous Paddy (~34 #5#5173173 ConcreteConcrete aluminum, Galvalume® or stainless steelaluminum, Galvalume® or stainless steel gram/gram/ft)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 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/TRIFRSA/TRI Florida High Wind Concrete and Florida High Wind Concrete and Florida High Wind Concrete and Clay Roof TileInstallation Manual, Sixth Editionor the critical (highest) design pressure determined in accordance with (highest) design pressure determined in accordance with (highest) design pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3. 6.36.36.3Hip and ridge boards or hip/ridge metal shall be installed in accordance with the Hip and ridge boards or hip/ridge metal shall be installed in accordance with the Hip and ridge boards or hip/ridge metal shall be installed in accordance with the FRSA/TRI Florida High Wind Concrete BQQSPWFE and Clay Roof TileInstallation Manual, Sixth Edition. Proprietary hip and ridge metal shall be installed in accordance TUSVDUVSF TzmwftusjK!1703903132 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 NTITY: UL, LLC. QUA9625; (414) 248-6409; Karen.buchmann@ul.com 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 N EMO|etc. 10.P ADDY P LACEMENT D ETAILS (FROM ICPA DHESIVES AND S EALANTS,I NC.PUBLISHED LITERATURE): 10.1 DETAIL #1: DETAIL #1: Independent, Medium Paddy:Independent, Medium Paddy: BQQSPWFE TUSVDUVSF TzmwftusjK!1703903132 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 N EMO|etc. 10.2 DETAIL #2: Independent, Large Paddy: BQQSPWFE TUSVDUVSF TzmwftusjK!1703903132 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 N EMO|etc. 10.3 DETAIL #3: Interdependent, Two Paddy: BQQSPWFE TUSVDUVSF TzmwftusjK!1703903132 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 N EMO|etc. 10.4 DETAIL #4: Two Piece Barrel (Cap & Pan) Tile: BQQSPWFE TUSVDUVSF TzmwftusjK!1703903132 10.5 DETAIL #5: Hip and Ridge (independent placement): 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 N EMO|etc. 10.6 DETAIL #6: Hip and Ridge (interdependent placement): BQQSPWFE TUSVDUVSF TzmwftusjK!1703903132 -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 TUSVDUVSF TzmwftusjK!1703903132 TUSVDUVSF TzmwftusjK!1703903132 TUSVDUVSF TzmwftusjK!1703903132 TUSVDUVSF TzmwftusjK!1703903132 TUSVDUVSF TzmwftusjK!1703903132 TUSVDUVSF TzmwftusjK!1703903132 TUSVDUVSF TzmwftusjK!1703903132 TUSVDUVSF TzmwftusjK!1703903132 TUSVDUVSF TzmwftusjK!1703903132 Florida Building Code Online BCIS HomeLog InUser RegistrationHot TopicsSubmit SurchargeStats & FactsPublicationsContact UsBCIS Site MapLinksSearch Product Approval USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail FL #FL2418-R12 Application TypeRevision Code Version2020 Application StatusApproved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. CommentsComments BQQSPWFEBQQSPWFE Archived TUSVDUVSF TzmwftusjK!1703903132 Product ManufacturerMaxim Industries, Inc. Address/Phone/Email1630 Terre Colony Court Dallas, TX 75212-6221 (214) 905-2021 info@maximskylights.com Authorized SignatureDavid Thornton info@maximskylights.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email CategorySky Lights SubcategorySkylight Compliance Method Certification Mark or Listing Certification AgencyNational Accreditation & Management Institute Validated ByNational Accreditation & Management Institute Referenced Standard and Year (of Standard) StandardYear TAS 2011994 TAS 2021994 TAS 2031994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL2418_R12_Equiv_EER2000_Rev3_420-0609_MAX0001- file:///Z|/Product%20Approvals/Florida%20Product%20Approvals%202020/Florida%20Building%20Code%20Online.html\[6/15/2021 2:05:57 PM\] Florida Building Code Online DSF_MAX0002-DCM_ss.pdf Product Approval MethodMethod 1 Option A Date Submitted09/25/2020 Date Validated09/29/2020 Date Pending FBC Approval Date Approved10/07/2020 Date Revised11/16/2020 Summary of Products FL #Model, Number or NameDescription 2418.1Series "DCM" Dade Curb MountPolycarbonate Glazed Aluminum Skylight Skylight Limits of UseLimits of UseCertification Agency Certificate BQQSPWFEBQQSPWFEBQQSPWFEBQQSPWFEBQQSPWFEBQQSPWFE Approved for use in HVHZ:Approved for use in HVHZ:YesFL2418_R12_C_CAC_NI009198.01-R5_DCM.pdf TUSVDUVSF Approved for use outside HVHZ:YesQuality Assurance Contract Expiration Date TzmwftusjK!1703903132 Impact Resistant:Yes12/31/2021 Design Pressure:+60/-60Installation Instructions Other:FL2418_R12_II_MAX0002_RevD_DCM_SS.pdf Verified By:Robert J. Amoruso, PEFL PE No. 49752 Created by Independent Third Party:Yes Evaluation Reports FL2418_R12_AE_PER2000_Rev3_420-0609_MAX0001- DSF_MAX0002-DCM_ss.pdf Created by Independent Third Party:Yes 2418.22418.2Series "DSF" Dade Self FlashingSeries "DSF" Dade Self FlashingSeries "DSF" Dade Self FlashingPolycarbonate Glazed Aluminum SkylightPolycarbonate Glazed Aluminum Skylight SkylightSkylight Limits of UseCertification Agency Certificate Approved for use in HVHZ:YesFL2418_R12_C_CAC_NI009198-R5_DSF.pdf Approved for use outside HVHZ:YesQuality Assurance Contract Expiration Date Impact Resistant:Yes12/31/2021 Design Pressure:+60/-60Installation Instructions Other:FL2418_R12_II_MAX0001_RevD_DSF_SS.pdf Verified By:Robert J. Amoruso, PEFL PE No. 49752 Created by Independent Third Party:Yes Evaluation Reports FL2418_R12_AE_PER2000_Rev3_420-0609_MAX0001- DSF_MAX0002-DCM_ss.pdf Created by Independent Third Party:Yes BackNext Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399Phone: 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: file:///Z|/Product%20Approvals/Florida%20Product%20Approvals%202020/Florida%20Building%20Code%20Online.html\[6/15/2021 2:05:57 PM\] Product Evaluation Report Rule 61G20-3F.A.C. | ReportNo. 2000, Rev. 3| ProjectNo. 420-0609|9/24/20|Page 1of 2 ManufacturerProduct Series, Model and/or Description Maxim Industries, IncSeries “DCM”Dade Curb Mount Skylight 1630 Terre Colony CourtSeries “DSF”Dade Self-Flashing Skylight Dallas, TX 75212 th Code:Current Edition of the Florida Building Codeincluding the 7Edition (2020) Florida Building Code ComplianceMethods: Product Approval Rule 61G20-3.005(1)(D) –Product Evaluation Report by a License Professional Engineer Product Installation Instructions: MAX0001, Rev. D, dated 9/24/20, signed and sealed by Robert J. Amoruso,Maxim Industries, Inc. Series “DSF” Dade SelfDade SelfDade Self---Flashing SkylightFlashing SkylightFlashing Skylight, Installation , Installation , Installation Anchorage Details MAX0002MAX0002MAX0002, Rev. , Rev. , Rev. DDD, dated , dated , dated 9/24/209/24/209/24/20, signed and sealed by Robert J. Amoruso,Maxim Industries, Inc. Series “DCM” BQQSPWFE Dade Curb Mount SkylightDade Curb Mount SkylightDade Curb Mount Skylight, Installation Anchorage Details, Installation Anchorage Details, Installation Anchorage Details TUSVDUVSF Product Testing: TzmwftusjK!1703903132 Architectural Testing Inc. Test Report No. 01-43381.01,dated 01/29/03, signed and sealed by Steve Urich, P.E., testing toTAS 201-94, TAS 202-94 and TAS 203-94 EngineeringAnalysis& Product Evaluation: The following engineering and/orrational analysis/calculations have been performed. Anchorage and product verification has been substantiatedby calculation (PTC Report. No. 1591, Rev. 0) prepared, signed and sealed by Robert J. Amoruso, P.E. in accordance with the current edition of the Florida Building Code. Design Pressure Evaluation/Product Evaluation o Drawing No. MAX0001 & MAX0002 High Velocity Hurricane Zone (HVHZ): YES Outside High Velocity Hurricane Zone (HVHZ): YES Impact Resistant: YES Skylight domesusing Plaskolite,LLC TuffakPolycarbonate Panels(formally Covestro Makrolon Polycarbonate Panels –sold to Plaskolite in 2018). o Architectural Testing Inc. Test Report No. 01-43381.01,dated 01/29/03, signed and sealed by Steve Urich, P.E. Design PressureEvaluation based on testing Margin of Safety = positive loading 3 and negative loading 2 for plastic skylight domes applied to Structural Design Pressure per MD FAQ (http://www.miamidade.gov/building/products/skylights.asp)and meeting/exceeding current FBC requirements. +180/-120psfStructural Design Pressure o 180/3 = +60 psf & 120/2 = -60psf DP +9psf Water Test Pressure equates to 6.06/.15 = +60psf DP Cyclic Test Pressure per TAS 203 was +/-60 psf Design Pressure = +/-60 psf o Performance and Testing Standards TAS 201-94 TAS 202-04 TAS 203-94 PTC Product Design Group, LLC| PO Box 520775| Longwood, FL 32752-0775 321-690-1788| FBPE Certification of Authorization No. 25935 Product Evaluation Report Rule 61G20-3F.A.C. | ReportNo. 2000, Rev. 3| ProjectNo. 420-0609|9/24/20|Page 2of 2 Material Certifications/Component Approvals: Polycarbonate Panel Dome Material: See current Miami-Dade Notice of Acceptance (NOA) for component approval for the following approved material. o Plaskolite,LLC TuffakPolycarbonate Panels NOA can be found here. Limitations & Conditions of Use: This product has been evaluated for use inside the HVHZ (High Velocity Hurricane Zone) This product is Impact Resistance; therefore, a protective impact-rated device is not required. Refer to Product Installation Instructions noted above for: o Maximum allowable wind loads at related maximum allowable size(s). o Overall dimensions and material/grade of main product components, accessories, etc. ooo Illustrated diagrams of the attachment of the product to the sIllustrated diagrams of the attachment of the product to the sIllustrated diagrams of the attachment of the product to the structure. ooo Anchor type(s), size(s), substrate(s), embedment, edge distance, and spacing/locations.Anchor type(s), size(s), substrate(s), embedment, edge distance, and spacing/locations.Anchor type(s), size(s), substrate(s), embedment, edge distance, and spacing/locations. Site wind pressures shall be determined by a licensed professional engineer in accordance with the current edition Site wind pressures shall be determined by a licensed professional engineer in accordance with the current edition Site wind pressures shall be determined by a licensed professional engineer in accordance with the current edition BQQSPWFE of the Florida Building Code (and/or ASCE 7as referenced in the current edition of the Florida Building Code)for TUSVDUVSF components and cladding based on allowable stress design. TzmwftusjK!1703903132 Site conditions not covered in this product evaluation document are subject to additional engineering analysis by a licensed professional engineer or registered architect as required by the authority having jurisdiction. Adequacy of the existing structural substrates as a main wind force resisting system capable of withstanding and transferring applied product loads to the foundation is the responsibility of the licensed professional engineer or registered architect acting as the design professional of record for the project of installation. Certificate of Independence perProduct Approval Rule 61G20-3.009 PTC Product Design Group, LLC and Robert J. Amoruso, P.E. does not have, nor will acquire, any financial interest in the company manufacturing or distributing product(s) covered by this Product Evaluation Report. PTC Product Design Group, LLC and Robert J. Amoruso, P.E. do not have, nor will acquire any financial interest in any other entity involved in the approval process or testing of the product(s) covered by this Product Evaluation Report. Evaluated by: Robert J. Amoruso, P.E. FL PE License No. 49752 PTC Product Design Group, LLC| PO Box 520775| Longwood, FL 32752-0775 321-690-1788| FBPE Certification of Authorization No. 25935 BQQSPWFEBQQSPWFEBQQSPWFEBQQSPWFEBQQSPWFE TUSVDUVSF TzmwftusjK!1703903132 BQQSPWFE TUSVDUVSF TzmwftusjK!1703903132 BQQSPWFE TUSVDUVSF TzmwftusjK!1703903132