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Home My WebLink AboutHOPKINS APPLICATION SLC2/2612020 Florida Building Code Online �s. , P Business: • lFkss ao. BCIS Home tag in User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map 'nks Search u Product Approval A' USFR: Pubtic User Product Aowovat Menu > Prqduct or u, li[ Ion Search > Applioteor. List > Application Detail FL # FL2569-R17 Application Type Revision Code Version 2017 Application Status Approved Comments -`� STD Archived Product Manufacturer Soprema, Inc. (Canada) Address/Phone/Email 1640 rue Haggarty Drummondville, NON -US 0000a (819) 478-2400 memathieu@sop rema .ca Authorized Signature Marc -Etienne Mathieu memathieu@soprema.ca Technical Representative Marc -Etienne Mathieu Address/Phone/Email 1688 Jean-Berchmans-Michaud Drummondville, NON -US 00000 (819)478-2400 Ext3327 memathieu@soprema.ca Quality Assurance Representative lean -Francois Cote, Ph.D. Address/Phone/Email 1640 rue Haggarty Drummondville (888) 811-3145 jfcote@soprema.ca 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 J. M. Nieminen Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 07/18/2020 Validated By John W. Knezevich, PE " Validation Checklist - Hardcopy Received Certificate of Independence FL2569 R17 QQJ 2019 01 CQJ N E f Referenced Standard and Year (of Standard) standard Year ASTM D1970 2015 ASTM D4798 2011 ASTM D6163 2008 FM 4474 2011 FRSA/TRI April 2012 (04-12) 2012 UL 1897 2012 https:Ilfloridabuilding.orglprlpr app_dtl_aspx?param=wGEVXQwtDgsKQFEnckB108Erx1Ud3xYidim5DHmBOirHHIZrZrmt%2bA%3d°/3d 112 2/26/2020 Florida Building Cafe Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/14/2019 Date Validated 08/14/2019 Date Pending FBC Approval 08/17/2019 Date Approved t0/15/2019 Date Revised 02/12/2020 of FL # t Model, Number or Name 2559.1 _ Soprema Roof Undedayments Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impart Resistant: N/A Design Pressure: fN/A/-150 Other: 1,) Refer to ER Section 5 for Limits of Use. 2..) The design pressure noted herein pertains to underlayment systems used beneath adhesive -set the systems. Refer to ER Section 15.6,4 for details. Description Self adhering roof underlayments installation Instructions FL2569 R17 II 2Q1.906 FINAL_ER Fi_2569�77 Pf Verified By: Robert Nieminen, P.E. PE-59166 Created by Independent Third Party: Yes Evaluation Reports Created by lnddeependent Third Party: Yes i IME Centact Us :: 2601 Blair Stone Road, Tallahassee FI- 32399 Phone: SSC-487-1624 The State of Florida is an AA/EEO employer. Epyrioht 20Q7-2013 State of_Fl9rida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Vnder Florida law, email addresses are public records. If you do net wart your e-mail address released to response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. if you have any questions, please contact 850.467.1395. "Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Departrnent with an email address If they have one. The emails provided may be used for official communicatlan 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 winch 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: Credit Caret Safe https:/Ifloridabuiiding.org/prfpr_app_dti.aspx?param=wGEVXQWtDgsKQFEnckBl 08Etx1 Ud3xYidim5DHmBOirHHiZrZrmt%2bA%3d%3d 212 u NEMO I eft. Certificate of Authorization #31455 353 Christian Street, Unit##13 Oxford, CT 06478 (203) 262-9245 ENGINEER EVALUATE TEST CONSULT CERTIFY Soprema, Inc. Evaluation Report 518010.06.09-1115 1640 rue Haggerty FL2569-11 7 Drummondville, Qu6bec J2C 5P8 Canada T Date of Issuance: 06/15/2009 (819) 478-2400 Revision 15: 06/19/2019 SCOPE: CY/ This Evaluation Report is issued under Ruie 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 and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the a Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: Soprema Roof Underlayments 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 documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report bythe named client constitutes agreement to notify Robert Nieminen, P.E. of any changes to the product(s), the Quality Assurance or the production facility location(s). NEMO I etc. requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "NEMO(etc. Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through S. Prepared by: 0,' o;,X Robert J.M. Nieminen, P.E. or " Thefarsitnde seal appearing was authorized by Robert Nieminen, P.E. on 06/19/2019. 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. NEW ETC, LLC is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Hobert Nieminen, R.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 NEWv etc. 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. NEMO I etc. ROOFING COMPONENT EVALUATION: 1. •- Product Category: Roofing Sub -Category: Undedayment Compliance Statement: Roof Underlayments, as produced by Soprema, have demonstrated compliance with the following sections of the 61' Edition (2017) Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. STANDARDS:2. Section Pro a Standard Year 1504.3.1 Wind Resistance FM 4474 2011 1504.3.1 Wind Uplift UL 1897 2012 1507.1.1, 1507.2.9.2, R905.1.1, Physical Properties ASTM D1970 2015 R905.2.8.2 1507.3.3, R905.3.3 Physical Properties FRSA/TRI April 2012 2012 FRSA/TRI April 2012 (04-12) Physicai Properties ASTM D6163 2008 TAS 110 Accelerated Weathering ASTM D4798 2011 Enti Examination Reference Date ERD (TST6049) Wind Resistance 2778.07.05 07/15/2005 ERD (TST6049) ASTM D1970 / TAS 110 (QC) S31370.03.10-1-R1 04/07/2010 ERD (TST6049) FRSA/TR104-12(OH) S11150.05.09-R2 10/05/2010 ERD (TST6049) ASTM D1970 (OH) 537210.11.11 11/09/2011 ERD (TST6049) ASTM D1970(MS) S37210.12.11 12/01/2011 ERD (TST6049) ASTM D1970 (MS) S40540.02.13-1 02/19/2013 ERD (TST6049) FRSA/TRI 04-12 (N15) S43530.02.14-1-R1 02/21/2014 ERD (TST6049) ASTM D1970 (BC) S44870.04.14-2 04/02/2014 ERD (TST6049) ASTM D1970 (QC) 544870.04.14-3 04/02/2014 ERD (TST6049) ASTM D1970 (OH) S44870.04.14-1 04/10/2014 F-RD(TST6049) ASTM D1970 (MS) S44870.04.14-4 04/10/2014 ERD (TST6049) ASTM D1970 (OH) 540540.10.14 10/31/2014 ERD (TST6049) Tensile Adhesion / Long Term Aging SOPC-SC7645.02.15 02/13/2015 ERD (TST6049) Accelerated Weathering SOPC-SCS520.04.14 04/27/2015 ERD (TST6049) Wind Resistance SOPC-SC14045.05.17-RI 06/07/2017 M-0 (CrR7S92) HVH7 Compliance 18-0329.03 06/28/2018 ICC-ES (EVL2396) 2015 IBC Compliance ESR-1524 03/01/2017 NEMO (TST6049) ASTM D1970 /TAS 110 (QC) SOPC-SC8970.08.15-R1 04/25/2018 NEMO (TST6049) Wind Resistance 4-SOPC-18-003.08.18 08/27/2018 NEMO (TST6049) ASTM D4798/01970 (OH & MS) 45-SOPC-18-002.05.19.A 05/31/2019 PRi(TST5878) ASTM 01970(MS) SOP-064-02-01 12/03/2013 Soprema, Inc. (PDM3511) Equivalency Declaration SA SMOOTH PLY 40 06/29/2015 UL, LLC (QUA9625) Quality Control MLA File No. R27605 05/08/2019 UL, LLC (QUA9625) Quality Control Service Confirmation 07/18/2017 MEMO ETC, LLC Evaluation Report S18010.06.09-1115 Certfcote of Authorrration #32455 61" EDMON 120171 FBC NON-HVHZ EVALUATION FL2569-1117 Soprema Roof Onderlayrnents Revision 15,.06/1912019 Page 2 of 8 ONEMO I etc. Product Specification Plant(s) Description 4.1 Lastobond TO HT ASTM 01970 and Gulfport, MS self -adhering, non -woven polyester fabric surfaced, FRSA/TRI April 2012 sBs modified bitumen roof underlayment 4.2 Lastobond Shield ASTM D1970 Drummondville, QC seif-adhering, woven polyethylene surfaced, 5B5 modified bitumen roof underlayment available in two widths; 36 and 45 inch 4.3 RESISTO SA SMOOTH PLY ASTM D1970 Drummondville, QC self -adhering, woven polyethylene surfaced, SBS modified bitumen roof underlayment 40 4_4 Lastobond Shield HT ASTM D1970 Drummondville, QC self -adhering, woven polyethylene surfaced, high temperature, SSS modified bitumen roof underlayment 4.5 Lastobond Pro HT-N ASTM D1970 Drummondville, QC seif-adhering, woven polyethylene surfaced, SB5 modified bitumen roof underlayment available in two widths; 36 and 45 inch 4.6 Lastobond Pro HT-S ASTM D1970 Drummondville, QC self -adhering, woven polyethylene surfaced, high temperature, SBS modified bitumen roof underlayment EnviroShield ASTM D1970 Drummondville, QC self -adhering, woven polyethylene surfaced, high 4.7 temperature, SBS modified bitumen roof underlayment q.g Lastobond 195 ASTM D1970 Gulfport, MS self -adhering, glass -mat reinforced, sand -surfaced, Wadsworth, OH SB5 modified bitumen roof underlayment 4,g Lastobond Eaves ASTM D1970 Gulfport, MS seif-adhering, glass -mat reinforced, sand -surfaced, Protection Sheet Wadsworth, OH SBS modified bitumen roof underlayment 4.10 I Lastobond Eco ASTM D1970 Drummondville, QC self -adhering, glass -mat reinforced, sand -surfaced, Gulfport, MS 5B5 modified bitumen roof underlayment Wadsworth, OH 4.11 Lastobond Smooth Seal ASTM D1970 Gulfport, MS self -adhering, glass -mat reinforced, film -surfaced, Wadsworth, OH SBS modified bitumen roof underlayment HT 4.12 PrimeSource Grip -Rite ASTM D1970 Gulfport, M5 self -adhering, glass -mat reinforced, film -surfaced, Wadsworth, OH SBS modified bitumen roof underlayment Smooth Seal HT ASTM D1970 Drummondville, QC self -adhering, glass -mat reinforced, sand -surfaced, 4,13 RESISTO LB1236 Gulfport, MS 595 modified bitumen roof underlayment Wadsworth, OH 4.14 PrimeSource Grip -Rite ASTM D1970 Drummondville, QC self -adhering, glass -mat reinforced, sand -surfaced, Gulfport, M5 SBS modified bitumen roof underlayment Eave & Valley Protector � Wadsworth, OH 4.15 RESISTO LB1244 ASTM D1970 Drummondville, QC self adhering, glass mat reinforced, sand -surfaced, Gulfport, MS SBS modified bitumen roof underlayment Wadsworth, OH 4. 6 �Call)heneFRGR ASTM D1970 and Gulfport, MS self -adhering, fiberglass reinforced, granule- FRSA/TRI April 2012 Wadsworth, OH surfaced, SB5 modified bitumen roof underlayment 5.1 This is a building code evaluation- Neither MEMO ETC, LLC nor Robert Nierninen, 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 HVHZ jurisdictions. Evaluation Report S18010.05.09-R15 MEMO ETC, LLC FL2569-R17 Certificate atAuthariration #32455 6'" EDITION (2017) FBC NOl1-HVHZ EVALLiATIOH Soprerna Roof underlayments Revision 15: 06/1912019 Page 3 of 8 4cllkk WNEMOjeft. 5.3 Fire Classification is not part of this report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Soprema Roof Underlayments may be used with any prepared roof coverwhere the product is specifically referenced within FBC approval documents. if not listed, a request maybe made tothe Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable Roof Covers: TABLE 1: ROOF COVEROPTIONS Wood or Slate or Asphalt Mail -On Foam -On Composite Underiayment Metal Composite Shingles Tile Tile Shakes & Slate Shingles Lastobond TU HT Yes Yes Yes Yes Yes YesSee 5.5.1 Lastobond Shield / Pro HT-N / Yes No No No Yes Yes RESISTO SA SMOOTH PLY 40 Lastobond Shield HT / Pro HT-S Yes No No Yes Yes Yes EnviroShield Yes No No Yes Yes Yes Lastobond Eaves Protection Sheet / Yes No No No Yes Yes Lastobond 19S Lastobond ECO / RESISTO LB1235, Grip -Rite Eave & Valley Protector / Yes No No No Yes Yes RESISTO LB1244 Lastobond Smooth Seal HT / Grip- Yes No No Yes Yes Yes ffC,lph,,, Smooth Seal HT FR GR Yes Yes No No Yes Yes 5.5.1 "Foam -On Tile" is limited to use of following Approved tile adhesives / underlayment combinations. 5.6 Underlayment Adhesive Florida Product Approval Lastobond TU HT Dow TileBond'" FL22525 ICP Adhesives Poiysete NH-160 FL6332 Allowable Substrates: Underlayment Primer Substrates Lastobond Shield, Lastobond Pro HT-N, RESISTO SA (Optional) ASTM D41, plywood, OSB, Southern Yellow SMOOTH PLY 40, Lastobond Shield HT, Lastabond Pro HT-S, Elastocol Stick, Elastocol Stick Pine (SYP) EnviroShield, Lastobond TU HT, Lastobond Eaves Protection Zero Sheet, Lastobond 195, Lastobond ECO, RESISTO LB1236, Grip -Rite Eave & Valley Protector, RESISTO LB1244, ASTM D41 structural concrete Lastobond Smooth Seal HT or Grip -Rite Smooth Seal HT (Optional) ASTM D41 Plywood Colphene FR GR ASTM D41 structural concrete i Refer to File Manufacturers orAdhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. ,NEMO ETC, LLC Evaluation Report 518010.06.09-R15 Certifcate ofAuthorrzot on t13�455 5`" EDITION (2017) FBC NON-HVHZ EVALUATION FL2569-R17 Soprema Roof Underlayments Revision 15: 06/19/2019 Page 4 of 8 OMEMO I etc. Underlayment Primer Substrates Lastobond Shield, Lastobond Pro HT-N, RESiSTO SA SMOOTH PLY 40, Lastobond Shield HT, Lastobond Pro HT-S, Dens Deck Prime; SECUROCK EnviroShield, Lastobond TU HT, Lastobond Eaves Protection Gypsum -Fiber Roof Board; Sheet, Lastobond 195, Lastobond ECO, RESISTO 1.131236, (Optional) Elastocol Stick Zero ASTM D226, Type I or 11 felt; Grip -Rite Eave & Valley Protector, RESISTO LB1244, Sopra-G; Modified Sopra-G Lastobond Smooth Seal HT, Grip -Rite Smooth Sea{ HT or Colphene FR GR 5.6.1 Soprema recommends priming with Elastocol Stick or Elastocol 600c if the final roof cover is not slated for installation within 24 hours. 5.6.2 Soprema requires tongue -and -groove board decking be covered with plywood or OSB prior to installation of the self -adhering underlayment 5.6.3 For installation under mechanically attached prepared roof coverings, insulation or coverboard shall be attached per minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations under foam -on tile systems (Lastobond TU HT only), insulation attachment shall be designed by a qualified design professional and installed based on testing of the insulation/underlayment system in accordance with FM 4474, Appendix D, Testing Application Standard TAS 114, Appendix J or UL1897. 5.6.4 For installations under mechanically attached prepared roof coverings, base sheet shall be attached per minimum codified requirements. For installations under foam -on the systems (Lastobond TU HT only), base sheet shail be attached in accordance with FRSA/TRI April 2012 (04-12) or Section 5.6.5 herein. 5.6.5 _Wind Resistance for Underlayment Systems in Foam -On Tile Applications: FRSA/TRI April 2012 (04-12) does not address wind uplift resistance of all underlayment systems beneath foam -on tile systems, where the underlayment forms part of the load -path. The following wind uplift limitations apply to underlayment systems that are not addressed in FRSA/TRI April 2012 (04-12) and are used in foam -on the applications. Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012 (04-12) or FBC 1609 for determination of design wind pressures. #1 Maximum Design Pressure = -45.0 sf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: (Optional) Elastocol Stick, Elastocol Stick Zero or RESISTO EXTERIOR PRIMER Underlayment: Lastobond TU HT, self -adhered; thoroughly rolled using hand roller and/or weighted roller in accordance with Soprema requirements to ensure no voids no bridging at side and end -laps. #2 Maximum Design Pressure = -67.5 psf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer_ Elastocol Stick Zero Underlayment: Lastobond TU HT, self -adhered; thoroughly rolled using hand roller and/or weighted roller in accordance with Soprema requirements to ensure no voids no bridging at side and end -laps. NEW ETC, LLC Evaluation Report 518010.06.09-R15 certifrcute ajAuthorizotion a32455 6- EDITION (2017) FBC NON-HV14Z EVALUATION FL2569-R17 Soprema Roof Underlayments Revision 15:06/19/2019 Page 5 of 8 ON EMO I etc. #3 Maximum Design Pressure = -120.0 psf: Deck: Min. 15/32-inch APA-rated CDX plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Deck Preparation: Plywood shall be thoroughly cleaned to remove dust and debris that may inhibit adhesion. All sheathing fasteners shall be driven flush with the surface. All sharp splinters and wood projections shall be removed/sanded. Primer: (Optional) RESISTO EXTERIOR PRIMER Base Ply: RESISTO SA SMOOTH PLY 40, self -adhered; thoroughly rolled using hand roller and/or weighted roller in accordance with Soprema requirements to ensure no voids no bridging at side and end - laps. Underlayment: Lastobond TU HT, self -adhered; thoroughly roiled using hand roller and/or weighted roller in accordance with Soprema requirements to ensure no voids no bridging at side and end -laps, 94 Maximum Design Pressure = -150.0 psf: Deck: Min. 15/32-inch APA-rated BCX plywood (may be installed C-side up) to meet project requirements to satisfaction of Authority Having Jurisdiction. Deck Preparation: plywood shall be thoroughly cleaned to remove dust and debris that may inhibit adhesion. All sheathing fasteners shall be driven flush with the surface. All sharp splinters and wood projections shall be removed/sanded. Primer: (Optional) RESISTO EXTERIOR PRIMER Underlayment: Lastobond TU HT, self -adhered; thoroughly rolled using hand roller and/or weighted roller in accordance with Soprema requirements to ensure no voids no bridging at side and end -laps. #5 Maximum Desi n Pressure = -60.0 psf: Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction_ Base Sheet: Sopra-G or Modified Sopra-G mechanically attached with nails (FBC 1517.5.1) and tin caps (FBC 1517.5.2) spaced 6-inch o.c. at the 4-inch laps and 6-inch o.c. in three (3), equally spaced rows in the center of the sheet. Underlayment: Lastobond TU HT, self -adhered; thoroughly rolled using hand roller and/or weighted roller in accordance with Soprema requirements to ensure no voids no bridging at side and end -laps 5.6.5.1 All other direct -deck, adhered Soprema underlayment systems beneath foam -on tle systems carry a Maximum Design Pressure of -45 ps€. 5.6.5.2 For mechanically attached Base Sheet, the maximum design pressure for the selected assembly shall meet or exceed that required under FRSAITRI April 2012 (04-12), Appendix A, Table 1A. Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC 1609. In this case, Zones 2 and 3 shall employ an attachment density designed by a qualified design professionai to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI ►ND1, FM Loss Prevention Data Sheet 1-29 and Roofing Application Standard RAS 117. Assemblies marked with an asterisk` carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements. 5.7 Exposure Limitations: Lastobond Eaves Protection Sheet, Lastobond 195,Lastobond Eco, RESISTO LB1236, Grip -Rite Eave & Valley Protector or RESISTO LB1244 shall not be left exposed for longer than 30-days after installation. Lastobond Shield, Lastobond Pro HT-N, RESISTO SA SMOOTH PLY 40, Lastobond Shield HT, Lastobond Pro HT-S, EnviroShield, Lastobond Smooth Seal HT or Grip -Rite Smooth Seal HT shall not be left exposed for longer than 90- days after installation. Lastobond TU HT or Colphene FR GR shall not be left exposed for longer than 180-days after installation. NEMD ETC, LLC Evaivadon Report S18010.06.09-R1S Certifcate of Authorization #32455 6111 WiTION (2017) FBC NON-HVHZ EVALUATION FL2569-R17 Soprema Roof Underlayments Revision 1S: 06/19/2019 Page 6 of 8 S.8 ONEMOjetc. Tile Slippage Limitations (TAS 103 per FRSA TRl April 2012 04-12 : When loading roof tiles on the underlayment in direct -deck tile assemblies, the maximum roof slope shall be as inI1MA;c Thpca clnnp limitations can only be exceeded by using battens during loading of the roof tiles_ 6.1 Soprema Roof Underlayments shall be installed in accordance with Soprema published installation requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below. &.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application, and prime the substrate with Elastocol Stick, Elastocol Stick Zero or RESISTO EXTERIOR PRIMER (if applicable). 6-3 Lastobond TU HT, Lastobond Shield, Lastobond Pro HT-N, RESISTO SA SMOOTH PLY 40, Lastobond Shield HT, Lastobond Pro HT-S, Enviro5hield, Lastobond Eaves Protection Sheet, Lastobond 195, Lastobond Eco, Lastobond Smooth Seal HT, Grip -Rite Smooth Seal HT, RESISTO L81236, Grip -Rite Eave & Valley Protector, RESISTO LB1244 ar Colphene FR GR: 6.3.1 Non -Tile Applications: Shall be installed in compliance with the requirements for A5TM D1.970 underlayment in FBC Table 1507.1.1 or R905.1.1 forthe type of prepared roof covering to be installed, and Soprema published requirements. 6.3.2 Tile Applications Lastobond TU HT or Col hene FR GR onl : Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual for Self -Adhered Membrane, and Soprema published requirements. For mechanically fastened tile roofing over a 2-ply system, consisting of Base Sheet and Self -Adhered Membrane, fastening of the ASTM D226, Type II base sheet shall be in accordance with Soprema requirements, but not less than that the densities set forth in FRSA/TR1 April 2012 (04-12), Table 1. For foam -on tile applications (Lastobond TU HT only), reference is made to Section 5.6.5 herein for wind resistance limitations that fall outside the scope of FRSA/TRI April 2012 t04-12). Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. See Table 3 herein, and Soprema published requirements for tile staging. Evaluation Report 518010A6,0o-R15 MEMO ETC, LLC FL2569-R17 Certificate of Authorization 1l32455 0 EDITION (2017) FBC NON-HVHZ EVALUATION Soprema19 Page 7 Roof Underlayments Revision 15: 06ge 7 of of 8 ONEMOletc. As required by the Building Official ar Authority Having Jurisdiction in order to properly evaluate the installation of this product. Contact the noted CAA agency for information on product locations covered for F.A.C. 61G20-3 QA requirements. Refer to Section 4 herein for product & production locations having met codified physical properties specifications. UL, LLC—QUA9f25; (314) 578-3406; k.chancellor@us.ul.com - END OF EVALUATION REPORT - Evaluation Report S18610,06.€39-R15 NEW ETC, LLL M EDITION pirEVALUATION FL2569-R17 Certificate of Authorization #32455 Soprema Roof lnderlayments Revision 15: 06/19/2019 Page 8 of 8 111512019 `+75 '. ,� 1. i�T � Ys•v� Yh. #a".�r i _ ten. BMS home Log In _ User Registration .. Hot Topics Product Approval USrR: Ppblic user Florida Building Code Onilne Submit Surcharge Stats & Facts PilAcations Contact us 111 BCIS ste Map Unks Seardh product Approval Menu > ProdJct or Anplicatinn Search > Acpli[atlon UE > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL10574-RIS Revision 2017 i Approved 1 V 'J��k-k �ZY-N�n Owens Coming 0 One Owens Coming Parkway Toledo, OH 43659 (740)404-7829 greg-k-eeter@owenscorning.com Greg Keeler greg.kc,E!Ier@owenscorning.com Mel Sancrant 1 Owens Corning PKWY Toledo, OH 43659 (419)376-8360 mel.sa ncrant@owenscorn i g. cam Roofing Asphalt Shingles 6 .-?" - -t -I Evaluation Report from a Florida Registered Architect or a Licensed Florida ProfessionaE Engineer valuation Report - HardcOpy Received Florida Engineer or Architect Name who developed the Robert J.M_ Nieminen Evaluation Report Florida License PE-59166 Quality Assurance Entity PRI Construction Materials Technologies, LLC, Quality Assurance Contract Expiration Date 04/20/2020 Validated 8y John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL10674 R15 COI 201g 01 COI NIEMINEN pdf Standard ASTM D1970 ASTM D3161 ASTM D3462 ASTM D7158 Year 2015 2016 2010 2011 https:llfloridabuilding.orgiprlpr app_dtl.aspx?param=WGEVXQwtDgtBNbEY5V%2boQT%2b6w7ahReg] CQSucR6ixEDL7figG32Q9MA%3d%3d 112 11/512019 Florida Building Code online Product Approval Method Method i Option D Date Submitted 08/15/2019 Date Validated 08/]S/2019 Date Pending FBC Approval O8/21/2019 Date Approved 1Q/15/2019 Summa of Prodacks FL rk- Model, Number or Name Description - 10674,1 Owens Corning Asphalt Roofing Shingles and Starters Limits of Use Approved For use in HVHZ: No Approved for use outside HVHZ: Yes Empact Resistant: NJA Design Pressure: N/A Other: Refer to ER, Section 5. 3-tab, 4-tab, 5-tab, laminated, starter and hip & ridge shingles Installation Instructions FL10574 R15 II 2019 08 FINAL FR OC ASPHALT SHINGLES FL10674-R15 ❑df Verified By: Robert). M. Nierrilnen PE - 59166 Created by Independent Third Party: yas Evaluation Reports FL10674 R15 AE 2019 08 FINAL ER OC SPHALT SHINGLES FL10674-R15pdf Created by Independent Third Party: Yes Contact Us ;: 2601 Blair Stone Road, Ta€ 1-as ee =t 33 99 Phone: 950�87;�874 The State of FOriCa is an AAIFC-0 employer. CcapyC-ght 2007-2013 5 t ur F orida.:: Prime Statement aalmtbll icy Statement :: Refund Statement Under Florida law, email addresses are public records. 1f you do not want your a -mat€ address released in re-sponsa to a public -records request, do not send electrvOnic mall 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. mu6t provide the Department with an email address if they have one. The ema $s Provided may be used for official communication with the licensee, However email addresses are public record. If you du not wish to supply a personal address, please provide the Cepartfnent with an email address which can be made available to the public To determine if you are a licensee under Chapter 455. F.5„ please rJidc here . Product Approval Accepts: ® tLtrct Credit Card Safe https:fllloridabuilding.orgiprlpr app_dti.aspx?pararn=wGEVXQwtCgtBNbEY5Wo2boQT%2b6w7ahRegtCQ8ucrt6ixEDL76gG32Q9MA%3d%3d 212 MEMO I etc, certificate of Authorization #32455 353 Christian Street, Unit #13 UN Oxford, CT 06478 ENGINEER EVALUATE (203) 262-9245 TEST CONSULT CERTIFY s ,s. Owens Corning One Owens Corning Parkway Evaluation Report 037940.02.12-R40 Toledo, OH 43659 FL10674-R15 (740) 404-7829 Date of issuance: 02/06/2012 Revision 10: 08/15/2019 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 underthe Florida Building Code and Florida Building Code, Residential Volume- The products described herein have been evaluated for compliance with the 6th Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: Owens Corning Asphalt Roof Shingles LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1 / R905.2.6.1 CONTINUED COMPLIANCE: This Evaluation Report is valid until the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. of any changes to the product(s), the Quality Assurance or the production facility location(s). MEMO I etc. requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTrsEWNT: The Evaluation Report number preceded by the words "NEMO Ietc. Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPEcriON: 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. :s ; Tr The facsimile seal appearing was authorized by Robert ';�� '' p":'s�': •;1 Florida Registration No. 59165, Florida OCA ANE7983 Nieminen, P.E. on 08/15/2029. This does not serve as an elettronically signed document CERT1FiCATIaN OF INDEPENDENCE.- 1. NEMO] etc. 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 Ietc. is not owned. operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor wili 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 financiai interest in any other entity invoived in the approv@i process of the product. 5. This is a building code evaluation- Neither NEMO I etc. nor Robert Nieminen, P.E. are, in any way, the Designer of Record far 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. 02018, NEMO ETC, LLC ROOFING SYSTEMS EVALUATION; DEMO I etc, Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: Owens Corning Asphalt Roof Shingles, as produced by Owens Corning, have demonstrated compliance with the following sections of the 61h Edition (2017) Florida Building Code and Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. StAkiARDS:'%. Section Property Standard Year 1507.2.4, 13905.2.3 Physical Properties ASTM D1970 2015 1507.2.5, R905.2-4 Physical Properties ASTM D3462 2010 1507-2.7.1, R905.2.6.1 Wind Resistance ASTM D3161 2016 1507.2-7.1, R905.2.6.1 Wind Resistance ASTM D71S8 2011 En itv Examination Reference Date Owens Coming Declaration Equivalency Declaration 09/06/2019 PRI (TST5878) ASTM D1970 OCF-382-02-01 10/24/2027 UL LLC (CER9626) Physicals & Wind Resistance File R2453, Vol. 3 02/15/2007 UL LLC (CER9626) Physicals & Wind Resistance 20120516-R2453 05/16/2012 UL LLC (TST9628) Physical Properties OECA20263 04/18/2006 UL LLC (TST9628) Wind Resistance 11CA34308 02/18/2012 UL LLC (TST9628) Physicals & Wind Resistance 4786093137 02/01/2014 U L LLC (TST9628) Wind Resistance 4786126532 02/10/2014 UL LLC (TST9628) Physical Properties Classification letter 02/13/2014 UL Ll_C (TST9628) Physical Properties Classification letter 10/02/2015 Miami -Dade (CER1592) FBC HVHZ Compliance Various NOAs Various PRI (QUA9110) Quality Control Service Confirmation 04/05/2020 4.1. ACCESSORY STARTERS: 4.1.1 Starter Strip Shingle, Starter Strip Plus and SRS TopShield Starter are starter strips for asphalt roof shingles. Meets ASTM D3462. 4.1.2 Starter Shingle Roll is a mineral -surfaced, fiberglass -reinforced, self -adhering SSS modified bitumen starter strip, nominal 7.2-inch wide x 33-ft 4-inch long roll, for use with asphalt shingles. Meets ASTM D1970. 4.2 ASPHALT SHINGLES: 4.2.1 Classic" and Supreme' are fiberglass reinforced, 3-tab asphalt roof shingles- Meets ASTM D3462, 4.2.2 Berkshire' are fiberglass reinforced, 4-tab asphalt roof shingles. Meets ASTM 03462. 4.2.3 Duration, TruDefinition' Duration, Duration' Premium Cool, TruDefinition' Duration- Designer Color Collection, TruDefinition` Oakridge', Oakridge' and WeatherGuard' HP are fiberglass reinforced, laminated asphalt roof shingles. Meets ASTM D3462. 4.3 HIP & RIDGE SHINGLES: 4.3.1 Berkshire` Hip & Ridge Shingles with Sealant, DuraMdge° Hip & Ridge Shingles with Sealant, ProEdge9 Hip & Ridge Shingles and WeatherGuard£ HP Hip & Ridge Shingles are fiberglass reinforced, hip and ridge asphalt roof shingles. Meets ASTM D3462. t4EI00 ETC, LLC Evaluation Report 037940.02.12-R10 Cerpcote o}Authorization,Y32455 6' EDITION (2017) FBC NC)N-HVHZ EVALUATION FL10574-R15 Owens Corning Asphalt Roof shingies Revision 10: OBJ15/2019 Page 2 of 20 NDEMO I etc. 5.1 This is a building code evaluation. )Neither NEMO ETC, LLC nor Robert Nieminen, P.E_ are, in any way, the Designer of Record for any project on which this Evaluation Report or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials directory for fire ratings of this product. 5.44 Wind Classification, 5.4.1 The Owens Corning asphalt shingles noted in Section 4.2 are Classified in accordance with FBC Tables 1507.2,7.1 and R905,2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating acceptable use in all wind zones up to Veld = 150 mph (Vr,i, = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. Note: Classification by ASTM D7158 applies only to exposure category B or C, as defined in FBC 1609.4.3, and a mean roof height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.4.2 Starter Strip Shingle, Starter Strip Pius and SRS TopShield Starter noted in Section 4.1.1 and the Owens Corning hip & ridge shingles noted in Section 4.3 are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F, indicating acceptable use in all wind zones up to Vasd = 150 mph (Vui = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.3 Referto Owens Corning published information on wind resistance and installation limitations. 5.5 All products in the roof assembly shall have quality assurance audit in accordance with F.A.C. Rule 611320-3. 6.1.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements_ 6.1.2 Underlayment shall be acceptable to the shingle manufacturer and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.23. 6.1.3 Fasteners shall be in accordance with the shingle manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5_ Staples are not permitted. 6.1.4 Owens Corning asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, suhiect to the limitation5 set forth in FBC 5ection 1511 or R908 and published installation instructions. 6.2 AccESsORYSTARTERS: 6.2.1 Installation of Starter Strip Shingle, Starter Strip Plus and SIRS TopShield Starter shall comply with the Owens Corning current published instructions, using minimum five (5) nails per strip. Felt urrderlapn:ent Self..dhu!d WearhmLo k° uar!lriaS'mepr a!vl Pdpc frnm eve ::ly// pOSltlppPd aipnp ldYC $tdf:P: SX4 lcAule overh:Aa eater and nka Figure 1: Minimum Na)iing, Starter strip ix6untlz{eymlet pars Sdbaeherd �efhuLxiT tlesls,ment dyr - a l7e�a la�� Z'.3" Iran rvn FsuaOS �S�zeeeS�Rx _ vitir6'ranarYd - SUnv Strp Srlere6ag adaexi. pfal"eanM a}aig erie Ft sa.ahaaa: nraxr� aaYr•. IN -3t.•' Figure Z: Minimum Nailing, Starter Strip Pigs NEMO ETC, LLC Evaluation Report 037940.02.12-R10 CerbficateofAurhorizationr32455 G' EDITION (2017) FBC NON-HVHZ EVALUATIOhi FLI8874-1333 Owens Coming Asphalt Roof Shingles Revision 10- 08/15/2019 Page 3 of I0 NNEMO I etc. 6,2.2 Installation of Starter Shingle Roll shall comply with the C)wens Corning current published instructions. Drip edge i D86 Self-sealing adhesive positioned along eaves Figure 8: Starter Shingle Roll Underlayment edge Starter Shingle Roll adhered directly to underlayment and primed drip edge 6.3 ASPHALT SHINGLES: 6.3.1 installation of asphalt shingles shall comply with the Owens Corning current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or R905.2.6, with the following exceptions: Y Berkshire' shingles require minimum five (5) nails per shingle. r WeatherGuard` HP shingles require minimum six (6) nails per shingle. Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are required Refer to Owens Corning published information on wind resistance and installation limitations. 6.3.1.1 Classic"' & Supreme: Normal Mamard or Area pare Wind Areas High Wind desysnas y Area Para vientos normales Areas vienios frterres 5" Ezpasure �zposiciSr Figure 4: Minimum Nailing, Classic & Supreme (Standard Size) Normal Mansard or Area pare Wind Areas High Wind dasvanes y Aran pars vienios normaies Areas vienios fuartas r��z „1�iA1 ��zt � � �r 2 {BIB I'x" �•-; 5 5/8° Exposure E'xposiciort Figure S: Minimum Nailing, Classic & Supreme (Metric Size) MEMO ETC, LLC Evaluation Report 037940.02.12-R10 Certljkate of Audwizorion#32455 6„ EDMON 120171 FBC NON-HVHz EVALUATION FL10674-1115 Owens Corning Asphalt Roof Shingles Revision 10: 08/15/2019 Page 4 of 10 6.3.1.2 Berkshire®: &aianr strip L-11ka A-gPmw'r NNEMO I etc. sealarit drip Laiffa&sewl ' t" J Figure 6: 5-Nail Pattern, Berkshire Figure 7: 6-Nail Pattern, Berkshire SeaFant strip La &ra da �irodar 1" %V1Sb�• 2" Asphah ra„rmg msnt Cerrtato de rFrhodeacta,7o Figure 8: Mansard or Steep slope Pattern, Berkshire NEMO ETC, LLC Cerrrftate ofRufharization #32455 6' EDITION (2017) F$C NON-HVHZ EVALUATION Evatuation Report 037940.02.12-Ri0 FL10674-R1s Owens Corning Asphalt Roof Shingles Revision 10; 08/15/2019 Page 5 of 10 6.3.1.3 NNEMOILAC. Duration° TruDeftnition" Duration DurationO Premium Coot & TruDeffnition' Duration' Desjigner Color Collection- 5-51a" 4-Nail Fastening Pattern SureNaM Fastening area width Nail. 7ypicat 1 1- 12' _i F 12" Figure 9: Standard 4-Nail Pattern, Duration 6-Nail Fastening Pattern SureNaH& fascemng area width Nau, Typlcat 1" 12" Y7wertc Corne�g5vs.'h;� A �staneEur S-1l8" 5-5I8" exy�-.me Figure 19: 6-Nail Pattern, Duration Fastening for Slopes Greater Than 21:12 I f!� SureNaii,D Tastersing area tridth ! F Nail, Typical t2"� a nch-scon�a s•vs^ sra" FL • 2„ Four V Spots of Asphalt Roofing Cement Figure 11: Mansard or Steep Slope Pattern, Duration NEMO ETC, LLC Evaluation Report 037940.02.12-R10 Certif;wlsojAutherization #32455 6'" EDITION t2017j FSC NON-HVHZ EVALUAPON FL10674-R15 Owens Cornfng Asphalt Roof Shingles Revision 10. OS/15/2019 Page 6 of 10 6.3.1.4 TruDefinition'Oakrid e® Qakrid eG: 4 Nail warn Fstlatcvna con 4 claws ------------- 55fa" ExposureNails 5 5/9" Exposure Exposic96a de 55iBpu'g. Cfams Fxpusie6n de 55J8pufg Figure 12: Standard 4-Nail Pattern, Oakridge 5 Nair Pattem Esguema con 6 clavos r t.: Imo- ,L° •�i �-- tr —?� 55/$" Erposuro I CiaVQ YaS 5 5iB" EEpasure lweposid6n de 5516pufu ExposiG6n de 5518 puig. Figure 13: 6-Nail Pattern, Oakridge I gaulc — eriafi�aiu ui ]LCC}f-Jiupe Nariern, Ej2mritlge �NNEMOjetr- NEMO ETC, LLC Evaluation Report 037940.02.12-Rlfl CertiticateofAuthorizariou#32455 6'H EDITION (2017) FSC NON-HVHZ EVALUATION FL10674-R15 Owens Corning Asphalt Roof Shingles Revision 10: 08/15/2019 Page 7 of 10 6.3.1.5 WeatF erGuard® H€'- 5 5is E.9wire ExunsdSa dr 5 58 pu:} 5 5V En =4 UV0*in & 5 518 WL7. Figure 15. &Nail Pattern, WeatherGuard HP 6 Nail Pattern Espema can 6 clayns Nai3 6 11&' from bot'ur m Of shiltmla 5 58" fx osute 6 Fasteners clave a 6 318 pping, de la Exposiai6nde 5 5f8 ping. 6 sujetadores parse inferior de la tea Frrur i' Spots of .4sphah P&JIf Cement cuatfa puntvs de cemarrto de [echo de astfto de 1 puk ada Figure 16: Mansard or Steep -Slope Pattern, WeatherGuard HP NNEMO I etc. 6.4 HIP & RIDGE SHINGLES: 6.4.1 installation of asphalt shingles shall comply with the Owens Corning current published instructions. > Berkshire' Hip and Ridge Shingles with Sealant and DuraRidge° Hip & Ridge Shingles with Sealant require minimum two (2) nails per shingle. WeatherGuard` HP Hip and Ridge Shingles and Pro Edge° Hip & Ridge Shingles require minimum four (4) nails per shingle. Refer to Owens Corning published information on wind resistance and installation limitations. NEMO ETC, LtC Evaluation Report 037940.02.12-RID CertiTcateofAvthntLatian 932455 6'i EDITION (20.17) FSC 1VON-HVN2 EVALUATION F110674-RIS Owens Corning Asphalt Roof Shingles Revision 10: 08/15/2019 Page 8 of 10 6.4.1.1 Berkshire@ Hinz itid a with Sealant and DuraRiri a®I (i & Rid a Shingles with Sealant: NEAAO I etc. Fig. A �_— PtevailingWind Direction Fig, 13 Dit '6n del viento predominate Top View 1 I Vista superior � f � 7nf� $I/ � Nall Nai is a Clavo Claws • Owens CQming SureN4- • m y— I4-9Exposure " I M fErp kidill dos grlg U i c e I a \ .n Figure 17: Isometric View, Berkshire and DuraRidge Figure 18: Plan View, Berkshire and DuraRidge 6.4.1.2 WeatherGuard o HP jip & Rid a Shin ies: Fig. A - I I i I S, I I I I ] I I t �Xj�O5Lf2 c -I ... .__„, v'w, wearneruuard HP Hip & Ridge r;gure ZQ; Plan View, WeatherGuard HP Hip & Ridge NEMO ETC, LLC CertifrcoteafAuthor.zQe,,.#32455 5'11 EDITIOPI (2017) FBC NGN-HVHZ EVALUATION EValuatipn Repor, 037940.02.12-R1p Owens Corning Asphalt Roof Shingles =L10674-R15 Revision 10: 08/15/2019 Page 9 of 10 6.4.1.3 ProEdge®Hip & Ridge Shingles: Prevailing Wind Direction Sealant Strip 6' Exposure Faster. 711r' Cover Exposed Fasteners with Roof Cement Figure 21:1sometric View, ProEdge *NEA,AO I etc. Standard Fas[[ening Pattern 12' Sealant f 7'1? 6" Exposure 1 Figure 22, Plan View, ProEdge 7.1 Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with ore of the required classifications detailed in FBC Table 1507.2.7.1 / R905.2.6.1. As required by the Building Dfficial or Authority Having Jurisdiction in order to properly evaluate the installation of this product. Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA requirements. PRI Construction Materials Technologies, LLC—aUA9j10; J§131 621-5777, bwiison@pricmt.com - END OF EVALUA71ON REPORT - MEMO ETC, Li_C Evaluation Report 037940.02.12-RYO CertificareOfAuthu iza6onR32455 6„' EDIT ON (ZO17) FRC NON-HV#47 EVALUATION FLID ii7w-Rl5 Owens Corning Asphalt Roof Shingles Revision 10; 08/15/2019 Page 10 of 10