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HomeMy WebLinkAboutProduct Approval (2) t-lontla building code Unllne S Site Map Links Search c =--^ -• — --'� VIEW cations Contact Us BCI BCIS Home Log In User Registration Hot Topics Sub t 9 CODE Cu"'MPLIANCE I _ titer f=USER:PubIiAPProval STm CIE COUNTY Product Approva I Menu>Frcduct pr Application Starch>Application List>Applio�Det-a �[ 1 �CJG FL r# FL31963-R1 - Application Type Revision Jv QUnLy Code Version 2020 �,V��O ttrr•r Application Status Approved Comments Archived Product Manufacturer Beacon Sales Acquisitions,Inc. c/o Owens Corning Roofing and Asphalt LLC Address/Phone/Email I Owens Corning Parkway Toledo, OH 43657 (740) 587-3562 greg.keeler@owenscorning.com Authorized Signature Greg Keeler greg.keeler@owenscorning.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report Florida License PE-59166 Quality Assurance Entity Intertek Testing Services NA,Inc. -QA Entity Quality Assurance Contract Expiration Date 12/31/2023 Validated By John W. Knezevich, PE Validation Checklist-Hardcopy Received Certificate of Independence FL31963 R1 COI 2020 01 COI NIEMINEN.pdf Referenced Standard and Year(of Standard) Standard Year ASTM D226 (physicals) 2009 ASTM D4533 (tear strength) 2015 ASTM D4798(weathering) 2011 ASTM D4869 (liquid transmission) 2016 ASTM D5035(tensile) 2011 Equivalence of Product Standards Certified By Sections from the Code GwE18hURTXun4ztwP7Suj7zdiLde512CQ%3d%3d 1/2 https://ww .floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQWtDgs%2bxLlbWtJKV w /lti/LU21 Florida Building Code Online r Product Approval Method Method 1 Option D Date Submitted 12/16/2020 Date Validated 12/17/2020 Date Pending FBC Approval 12/26/2020 `Date Approved 02/09/2021 Summary of Products FL# Model, Number or Name c Description ---__ _ __-----_-_- 31963.1 i TRI-BUILT MAX Synthetic multi-layered,synthetic,sheet-type roofing underlayment Underlayment 1 Limits of Use Installation Instructions Approved)for use in HVHZ:Yes FL31963 Rl II 2620 12 1.6 FINAL ER BEACON-OC TRI- Approved for use outside HVHZ:Yes BUILT MAX FL31963-RI.ndf Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER Section 5 for Limits of Use. :Evaluation Reports i FL31963 Rl AE 2020 12 16 FINAL ER BEACON-OC TRI- ;BUILT MAX FL31963-Rl.pdf Created by Independent Third Party: Yes Contact Us::2601 Blair Stone Road,Tallahassee F32 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007.2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275(1), Florida Statutes,effective.October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Departmentwith an email address which can be made available to the public.To determine if you area licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: C.redi,Card Safe https://www.floridabuifding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgs%2bxLlbWtJKVGwEl8hURTXun4ztwP7Suj7zdiLde5l2CQ%3d%3d 2/2 NEMO I eft. Certificate of Authorization#32455 353 Christian Street, Unit#13 Oxford,CT 06478 ISO (203)262-9245 ENGINEER EVALUATE TEST CONSULT Beacon Sales Acquisitions, Inc. Evaluation Report 3m-OC-20-FBCER.A-Rl c/o Owens Corning Roofing and Asphalt, LLC FL31963-RI One Owens Corning Parkway Date of Issuance:04/07/2020 Toledo,OH 43659 Revision 1:12/16/2020 (740)587-3562 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and,the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P,E. for use of the product under the Florida Building Code. The products described herein have been evaluated for compliance with the 7th Edition(2020) Florida Building Code sections noted herein. DESCRIPTION; TRP-BUILT®..MAX.Synthetic-Underlayment LABELING: Labeling shall be.in. accordance with the requirements of the Accredited. Quality Assurance Agency noted herein and FBC 1507.1.1. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named products)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 NEW ETC, LLC of any changes to the product(s), the Quality Assurance or the production facility location(s). NEMO ETC, LLC requires a complete review of its Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Florida Product Approval Number (FL#) preceded by the words "NEMO I etc. Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 3. Prepared by: Robert J.M. Nieminen,P.E. The facsimile seal appearing was authorized by Robert Florida Registration No.59166,Florida DCA ANE1983 ;�1= ^L� Nieminen,P.E.on 12/16/2020.This does not serve as an -:.�..,,,,,,:,:�� electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. NEMO ETC, LLC does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. NEMO ETC,LLC is not owned,operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen,P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen,P.E. does not have, nor will acquire,a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither NEMO ETC, LLC nor Robert Nieminen,P.E.are, in any way,the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. ©2019 MEMO ETC,LLC Emo etc. ROOFING COMPONENT EVALUATION: Product Category: Roofing Sub-Category: Underlayment Compliance Statement: TRI-BUILT®MAX Synthetic Underlayment, as produced by Beacon Sales Acquisitions, .Inc., has demonstrated compliance with the following sections of the 71' Edition (2020) Florida Building Code through testing in accordance with applicable sections of the following Standards. Compliance is subject to the Installation Requirements and Limitations/Conditions of Use set forth herein, Section Properties Standard Year 1507.1.1.1(2&3,Exception),1507.1.1.1(5)/ Tear strength ASTM D4533 2015 R905.1.1.1(2&3,Exception),R905.1.1.1(5) 1507.1.1.1(2&3,Exception),1507.1.1.1(5)/ Tensile strength ASTM D5035 2011 R905.1.1.1(2&3,Exception),R905.1.1.1(5) 1507.1.1.1(5)/R905.1.1.1(5) Liquid water transmission ASTM D4869 2016 1518.4,RAS 115 Unrolling,Breaking Strength, ASTM D226 2009 Pliability TAS 110 Accelerated Weathering ASTM D4798 2011 Entity Examination: Reference Date PRI(TST5878) ASTM D4869 1378T0037 03/02/2020 PRI(TST5878) ASTM D226,ASTM.D4533,ASTM D4798 1378T0039 04/07/2020 PRI.(TST5878) ASTM D4533,ASTM D4798,ASTM D5035 1378TO113 10/15/2020 ITS(QUA1673) Quality Control Service Confirmation 04/07/2020 ITS(QUA1673) Quality Control Florida BCIS Current Product `Material Standard Plants) Description TRI-BUILT°MAX Synthetic 1507.1.1.1(2&3,Exception), Qingdao,China multi-layered synthetic sheet-type Underlayment 1507.1.1.1(5)/ roofing underlayment;unit weight of - R905.1.1.1(2&3,Exception), 3.9 Ibs/square R905.1.1.1(5) ASTM D226(physicals) 5.1- This is a building code evaluation. Neither NEMO ETC,LLC nor Robert Nieminen,P.E.are,in any way,the Designer of Record for any project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report pertains to above-deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. 5.3 This Evaluation Report does not include evaluation of fire classification. Refer to FBC 1505 or FBC HVHZ 1516 for requirements and limitations regarding roof assembly fire classification. Refer to FBC 2603 for requirements and limitations concerning the use of foam plastic insulation. 5.4 TRI-BUILT® MAX Synthetic Underlayment may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering. NEMO ETC,LLC Evaluation Report 3m-OC-20-FBCER.A-R1 Certificate of Authorization#32455 7T"EDITION(2020)FBC NON-HVHZ AND HVHZ EVALUATION FL31963-RI TRI-BUILT°MAX Synthetic Underlayment Revision 1:12/16/2020 Page 2 of 3 f ONEMOJeM 5.5 Allowable Roof Covers: TABLE 1: ROOF,COVER OPTIONS', FBC NON-HVHZ: 1507.1 1507.3 1507.4&1507.5 2507.7 1507.8&1507.9 FBC HVHZ; TA5110(510),RA5115 TAS 110(511), RA5133- TAS110(S2I) RA5130 RAS 118,119&120 Clay and Concrete Slate or Slate-Type Underlayment { Asphalt Shingles Metal Wood f Tile . Shingles TRI-BUILT"'MAX NON-HVHZ: No Synthetic Yes No Yes Yes Underlayment HVHZ:.Yes 5.6 Exposure Limitations: TABLE 2-..EXPOSURE LIMITATIONS. Underlayment Maximum Exposure(days) TRI-BUILT°MAX Synthetic Underlayment 180 6.1 TRI-BUILT° MAX Synthetic Underlayment shall be installed in accordance with the manufacturers published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re-fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris priorto application. 6.3_ TR1=6UILT°MAX Synthetic Underlayment: 6.3.1 I NON-HVHZ Jurisdictions: 6.3.1.1 Shall be installed in compliance with requirements for a synthetic underlayment in FBC 1507.1.1.1(2,Exception), 1507.1.1.1(3,Exception)or 1507.1.1.1(5)or FBC Residential R905.1.1.1(2,Exception),R905.1.1.1(3,Exception) or R905.1.1.1(5) for the type of prepared roof covering to be installed, and the manufacturer's installation instructions. FBC requirements take precedence over the manufacturer's installation instructions. 6.3.1.2 Fasteners: Minimum fasteners shall be corrosion resistant, ring-shank cap nails shall be as set forth in FBC 1507.1.1.1 or 1507.1.1.3 or FBC Residential R905.1.1.1 or R905.1.1.3. 6.3.2 HVHZ Jurisdictions: 6.3.2.1 Shall be installed in a shingle fashion with minimum 4-inch wide side(horizontal) laps and minimum 6-inch wide end laps,and fastened in accordance with FBC HVHZ 1518.2. As required by the Building Official or Authority Having Jurisdiction to properly evaluate the installation of this product. Contact the named QA entity for manufacturing facilities covered by F.A.C. Rule 61G20-3 QA requirements. Refer to Section 4 herein for products and production locations having met codified material standards. Intertek Testing Services NA Inc.—QUA1673; (312)906-7779; maura.norlander@intertek.com END OF EVALUATION REPORT- NEMO ETC,LLC Evaluation Report 3m-OC-20-FBCER.A-RI Certificate of Authorization#32455 7-EDITION(2020)FBC NON-HVHZ AND HVHZ EVALUATION FL31963-RI TRI-BUILT°MAX Synthetic Underlayment Revision 1:12/16/2020 Page 3 of 3 FHe com, EVALUATION REPORT OF a 0 (''v673 UNION CORRUGATING COMPAN EE FOR `26 GA. 5V PANEL' CODE COMPLIANCE See LUPIE COUNTY FLORIDA BUILDING CODE 7TH EDITION (2020) FLORIDA PRODUCT APPROVAL FL 20484.1-R2 ROOFING METAL ROOFING Prepared For: Union Corrugating Company 701 S. King St. Fayetteville,NC 28301 Telephone: (910) 483-0479 Fax: (910) 483-1091 Prepared By: Bala Sockalingam,Ph.D.,P.E. Florida Professional Engineer#62240 1216 N Lansing Ave., Suite C Tulsa, OK 74106 Telephone: (918) 492-5992 FAX: (866) 366-1543 This report consists of Evaluation Report(3 Pages including cover) Installation Details (1 Page) Load Span Table (1 Page) �•��`rSGCKA L/I"v�`'ti No 02240 1Y' Report No. C2401-1 F Date: 10.10.2020 �;��:' .�< O B�o.•�� ,` t •�"F332" kQ a'So; i' ' FL 20484.1-R2 C24011-1 10.10.2020 Page 2 of 3 Manufacturer: Union Corrugating Company J Product Name: 5V Panel Panel Description: 24" wide coverage with(5) 1/2" high ribs Materials: Minimum 26 ga., 80 ksi steel. Galvanized coated steel (ASTM A653) or Galvalume coated steel (ASTM A792) or painted steel (ASTM A755). Corrosion resistant as per FBC 2020 Section 1507.4.3. Deck Description: Min. 15/32" thick APA rated plywood or min. 3/4" thick wood plank (min SG of 0.42) for new and existing constructions. Designed by others and installed as per FBC 2020. New Underlayment: Minimum underlayment as per FBC 2020 Section 1507.4.5.1. Required for new construction Existing.Underlaymen : Onelayer.of asphalt-shingle!;..,over�:one layer of=#3'0<{fehTorxeroofmg (Optional) construction only. Slope: 1/2:12 or-greater in accordance with FBC 2020 Section 1507.4.2 Design Uplift Pressure: 71.0 psf at fastener spacing of 24" o.c. (Factor of Safety=2) 169.0 psf at fastener spacing of 6" o.c. Panel Attachment: #10-15 x 2" long wood screw with washer. Fasteners are corrosion resistant as per FBC 2020 Section 1507.4.4. At interior max 12" o.c. across panel width through panel rib At panel ends max 6" o.c. across panel width through panel flat and rib Minimum fastener length of 1.5" for new construction. For existing construction, fastener shall be of sufficient length to penetrate through the deck a minimum of 3/8". Test Standards: Roof assembly tested in accordance with UL580-06 `Uplift Resistance of Roof Assemblies' & UL1897-04 `Uplift Tests for Roof Covering Systems'. Test Equivalency: The test procedures in UL 1897-04 comply with test procedures prescribed in UL 1897-12. Code Compliance: The product described,herein has demonstrated compliance with FBC 2020 Section 1507.4. Product Limitations: Design wind loads shall be determined for each project in accordance with FBC 2020 Section 1609 or ASCE 7-16 using allowable stress c ' FL 20484.1-R2 C2401-1 10.10.2020 Page 3 of 3 design. The maximum fastener spacing listed herein shall not be exceeded. The design pressure for reduced fastener spacing may be computed using rational analysis prepared by a Florida Professional Engineer or based on Union load span table. This evaluation report is not applicable in High Velocity Hurricane Zone. Refer to current NOA for use of this product in High Velocity Hurricane Zone. Fire classification is not within scope of this Evaluation Report. Refer to FBC 2020 Section 1505 and current approved roofing materials directory or ASTM E108/UL790 report from an accredited laboratory for fire ratings of this product. Supporting Documents: UL580 &UL1897 Test Reports Farabaugh Engineering and Testing Inc. Project No. T197-16, Reporting Date 5/12/16