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HomeMy WebLinkAboutProduct Approvalsa0pr Florida Building Code Online Submit Surcharge Stats & Fabs Publications contact Us BCIS Site Map - Links ` Search Product Manufacturer Soprema, Inc. (Canada) Address/Phone/Email 1640 rue Haggarty Drummondville, NON -US 00000 (819) 478-2400 memathieu@soprema.ca Authorized Signature Marc -Etienne Mathieu memathieu@soprema.ca Technical Representative Marc-Etfenne Mathieu Address/Phone/Email 1688 lean-Berchmans-Michaud Drummondville, NON -US 00000 (819) 478-2400 Ext 3327 memathieu@soprema.ca Quality Assurance Representative lean -Francois Cote, Ph.D. Address/Phone/Email Product Approval Drummondville USER: Public User (888)811-3145 RUWIJCt Armroval Menu > ProZiiUct or Application Search s 8pplic�t�.an U t I Application Detail Roofing FL # F12569 -R17 Application Type Revision Glide Version 2817 Application Status Approved Comments STO Archived Product Manufacturer Soprema, Inc. (Canada) Address/Phone/Email 1640 rue Haggarty Drummondville, NON -US 00000 (819) 478-2400 memathieu@soprema.ca Authorized Signature Marc -Etienne Mathieu memathieu@soprema.ca Technical Representative Marc-Etfenne Mathieu Address/Phone/Email 1688 lean-Berchmans-Michaud Drummondville, NON -US 00000 (819) 478-2400 Ext 3327 memathieu@soprema.ca Quality Assurance Representative lean -Francois Cote, Ph.D. Address/Phone/Email 1640 rue Haggarty Drummondville (888)811-3145 jfcote@soprerna.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 3. 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 EL25b_gJt17 C0I 2019 01 COI NIEMINEN i d 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:tlfloridabuilding.org/prlpr app_dtl.aspx?param=wGEVXQwtDgsKQFEnGkBlO8ErxlUd3xYldim5DHmBOirHHIZrZrmt°/a2bA°1.3d%3d 1/2 2126/2020 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised 5u Florida Building Code Online Method 1 Option D 08/14/2019 08/14/2019 08/17/2019 10/1$/2019 02/12/2020 FL # Model, Number or Name Description t 2569.1 Soprema Roof Underlayments 1 Self adhering roof underlayments Limits of Use ( Installation Instructions Approved for use in HYHZ: No E FL25fi R17 II 701 06 FINALR FL2 -R 7 f i ( Approved for use outside HVHZ: Yes Verified By: Robert Nieminen, P.E. PE -59166 Impact Resistant: N/A Created by Independent Third Party: Yes ( Design Pressure: +N/A/ -150 Evaluation Reports Other: 1.) Refer to ER Section 5 for Limits of Use. 2.) The design pressure noted herein pertains to underlayment systems ( Created by Independent Third Party: Yes $ used beneath adhesive -set the systems. Refer to ER Section 5.6.4 for details. I contact Us :: 2601 Blair Stone Road, Talldhas5ee FL 3 394 Phane: a50-487ZQ$ 4 The State of Florida is an AAyEEO employer. agy.[ight 200'.-2013 State of Florida.:.: Privacy Statement :: Accessibi3ity. Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not vant your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, cantact the office by phone or by traditional mail. IF you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Finrida 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 emads 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: T r. _iM7Klerk Credit Card Safe https://ftor€dabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtogsKQFEnckBl08Enc1 Ud3xYidirn5DHmBOirHH]ZrZrmt/o2bA%3d%3d 212 F&VIEW I etc. Certificate o{Authorization #32455 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 (Y-7 FL2569-R17 Drummondville, Quebec -12C 5P8 Canada Date of Issuance: 06/15/2009 (819) 4.78-2400 Revision 15: 06/19/2019 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 under the 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: 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 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). NENiOI 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 8. Prepared by: 't 11DberiJ,M. Nieminen, P.E. The tacsim3eseal appearing was authorized byRobert Florida Registration No. 5,9156, Florida DCA ANE1983 sr,. tea,:••' Nieminen, P.E. on 06/19/2019. This does not serve as an etectronically signed document. CERTIFICATION OF INDEPENDENCE:. I. 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 I etc. nor Robert Nierninen, P.E. are, in anyway, 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. ROOFING COMPONENT EVALUATION: ONEMOJetc. Product Category: Roofing Sub -Category: Underlayment Compliance Statement: Roof Underlayments, as produced by Soprema, have demonstrated compliance with the following sections of the 6u Edition (2017) Florida Building Cade through testing in accordance with the following Standards. Compliance is subject to the installation Requirements and Limitations / Conditions of Use set forth herein. Section Prope 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, Physicai Properties ASTM D1970 2015 8905.2.8.2 1507.3.3, 89053,3 Physical Properties FRSA/TRI April 2012 2012 FRSA/TRI April 2012 (04-12) Physical Properties ASTM D6163 2008 TAS 110 Accelerated Weathering ASTM D4798 2011 Entity Examination Reference Date FRD (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/TR! 04-12 (OH) 511150.05.09-R2 10/05/2010 ERD (TST6049) ASTM D1970 (OH) 537210.11.11 11/09/2011 ERD (TST6049) ASTM D1970 (MS) 537210.12.11 12/01/2011 ERD (TST6049) ASTM D1970 (MS) 540540,02.13-1 02/19/2013 ERD (TST6049) FRSA/TRI 04-12 (MS) 543530.02.14-1-R1 02/21/2014 ERD (TST6049) ASTM D1970 (BC) S44870,04.14-2 04/02/2014 ERD (TST6049) ASTM D1970 (QC) S44870.04.14-3 04/02/2014 ERD (TST6049) ASTM D1970 (OH) 544870.04.14-1 04/10/2014 ERD (TST6049) ASTM D1970 (MS) 544870,04.14-4 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 (TSTG049) Accelerated Weathering SOPC-SCS520A4.14 04/27/2015 ERD (TST6049) M -D (CER1592) Wind Resistance SOPC-SC14045.05.17-131 06/07/2017 HVHZ Compliance 18-0329.03 06/28/2018 ICC -ES (EVL2396) 2015 IBC Compliance ESR -1524 03/01/2017 MEMO (TST6049) ASTM D1970 / TAS 110 (QC) SOPC-SC8970.08.15-111 04/25/2018 NEMO (TST6049) Wind Resistance 4-SOPC-18-003.08.18 08/27/2018 NEMO (TST6049) ASTM D4798/D1970 (Ola & MS) 45-SOPC-18-002.05.19.A 05/31/2019 PRI (TST5878) ASTM D1970 (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 NEMO ETC, LLC Evaluation Report 518010.06.09 -RIS CerigcatenfAuthorfzation#32455 6'H EDITION iZ017) FBCNOIN-HVHZ EVALUATION FL2S69-R17 Soprema Roof Underlayments Revision 15: 06/19/2019 Page 2 of 8 4.1 4.2 4.3 4.4 4.5 4.6 4.7 4.8 4.9 4.16 4.11 4.12 4.13 ONEMOletc. Product Specification Plant(s) Description Lastobond TU HT ASTM D1970 and Gulfport, MS self -adhering, non -woven polyester fabric surfaced, FRSA/TRI April 2012 SBS modified bitumen roof underlayment Lastobond Shield ASTM D1970 Drummondville, QC self -adhering, woven Polyethylene surfaced, SBS modified bitumen roof underlayment available in two widths; 36 and 45 inch RESISTO SA SMOOTH PLY ASTM D1970 Drummondville, QC self -adhering, woven polyethylene surfaced, 5BS 40 modified bitumen roof underlayment Lastobond Shield HT ASTM D1970 Drummondville, QC self adhering, woven polyethylene surfaced, high temperature, SBS modified bitumen roof underlayment Lastobond Pro HT.H ASTM D1970 Drummondville, QC self -adhering, woven polyethylene surfaced, 585 modified bitumen roof underlayment available in two widths; 36 and 45 inch Lastobond Pro HT -S ASTM D1970 Drummondville, QC self -adhering, woven polyethylene surfaced, high temperature, SBS modified bitumen roof underlayment EnviraShield ASTM D1970 Drummondville, QC self -adhering, woven polyethylene surfaced, high temperature, SBS modified bitumen roof underlayment Lastobond 195 ASTM D1970 Gulfport. MS self -adhering, glass -mat reinforced, sand -surfaced, Wadsworth, OH SBS modified bitumen roof underlayment Lastobond Eaves ASTM D1970 Gulfport, MS self -adhering, glass -mat reinforced, sand -surfaced, Protection Sheet Wadsworth, OH SBS modified bitumen roof underlayment Lastobond Eco ASTM D1970 Drummondville, QC self -adhering, gfass-mat reinforced, sand -surfaced, Guffport, MS SBS modified bitumen roof underlayment Wadsworth, OH Lastobond Smooth Seal ASTM D1970 Gulfport, MS self -adhering, glass -mat reinforced, film -surfaced, HT Wadsworth, OH SBS modified bitumen roof underlayment PrimeSource Grip -Rite ASTM D1970 Gulfport, M5 self -adhering, glass -mat reinforced, film -surfaced, Smooth Seal HT Wadsworth, OH SBS modified bitumen roof underlayment RESISTO LB1236 ASTM D1970 Drummondville, QC self -adhering, glass -mat reinforced, sand -surfaced, Gulfport, M5 SBS modified bitumen roof underlayment Wadsworth, OH PrimeSource Grip -Rite ASTM D1970 Drummondville, QC self -adhering, glass -mat reinforced, sand -surfaced, Eave & Valley Protector Gulfport, MS SBS modified bitumen roof underlayment Wadsworth, OH RESISTO LB1244 ASTM D1970 Drummondville, QC self -adhering, glass -mat reinforced, sand -surfaced, Gulfport, MS SBS modified bitumen roof underlayment Wadsworth, OH Colphene FR GR ASTM D197C and Gulfport, MS self -adhering, fiberglass reinforced, granule- FRSA/TRI April 2012 Wadsworth, OH surfaced, S135 modified bitumen roof underlayment . a 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. MEMO ETC, LLC Evaluation Report 518010.06.09 -RIS Certifxote o}Authorization #32455 6"" EDMON (2017) FBC NON-HVHZ EVALUATJON F1.2569 -R17 Soprema Roof Underlayments Revision 15, 06/19/2019 Page 3 of 8 "NEM0 I etc. 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 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. 5.5 Allowable Roof Covers: TABLE 1: ROOF COVERDPTjONS Primer Substrates Lastobond Shield, Lastobond Pro HT -N, RESISTD SA (Optional) ASTM D41, SMOOTH PLY 40, Lastobond Shield HT, Lastobond Pro HT -5, Elastocol Stick, Elastocol Stick Wood or EnviroShield, Lastobond TU HT, Lastobond Eaves Protection Asphalt Naif-on Underlayment Foam -on Meta! Composite Slate or Shingles Tile Tole structural concrete Shakes & Composite Colphene FR GR (Optional) ASTM D41 Shingles Slate Lastoband TU HT Yes Yes Yes Yes Yes Yes See 5..5.1 Lastabond Shield / Pro HT -N J ' RESfSTO SA SMOOTH PLY 40 Yes No No No Yes Yes Lastobond Shield HT / Pro HT -S Yes No No Yes Yes Yes EnviroShield Yes No No Yes Yes Yes Lastobond Eaves Protection Sheet J Lastobond 195 Yes No No No Yes Yes Lastobond ECO / RESISTO LB1236, Grip -Rite Eave & Valley Protector / Yes No No No Yes Yes RESISTD LB1244 Lastobond Smooth Sea3 HT / Grip - Rite Smooth Seal HT Yes Pio No Yes Yes Yes Colphene FR GR Yes Yes No No Yes yes 5.5.1 "Foam -On Tile" is limited to use of following Approved tile adhesives/ underlayrnent combinations. Underlayment Lastobond TU HT 5.6 Allowable Substrates: Adhesive Dow TileBond'" ICP Adhesives PolysetO AH -160 Florida Product Approval FL22525 FL6332 Underlayment Primer Substrates Lastobond Shield, Lastobond Pro HT -N, RESISTD SA (Optional) ASTM D41, SMOOTH PLY 40, Lastobond Shield HT, Lastobond Pro HT -5, Elastocol Stick, Elastocol Stick plywood, OSB, Southern Yellow EnviroShield, Lastobond TU HT, Lastobond Eaves Protection Zero Pine (SYP) Sheet, Lastobond 195, Lastobond ECO, RESISTD L61236, Grip -Rite Eave & Valley Protector, RESISTD 01244, ASTM D41 structural concrete Lastobond Smooth Seal HT or Grip -Rite Smooth Seal HT Colphene FR GR (Optional) ASTM D41 Plywood ASTM D41 structural concrete I Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product ApprovalforOverturning Moment Resistance Performance. NEW ETC, LLC Evaluation Report S18010.06.09-1115 Gerti}icate of Authorization 432455 6"' EDITION (2017) FBC KION-HVH7 EVALUATION F€2569 -R17 Soprema Roof Underlayments Revision 15:06119/2019 Page 4 of a Underlayment Primer Lastabond Shield, Lastobond Pro HT -N, RE5iSTO SA SMOOTH PLY 40, Lastobond Shield HT, Lastobond Pro HT -S, EnviroShield, Lastobond TU HT, Lastoband Eaves Protection Sheet, Lastobond 195, Lastobond ECO, RESISTO LB1236, (Optional) Elastocol Stick Zero Grip -Rite Eave & Valley Protector, RESISTO LB1244, Lastobond Smooth Seal HT, Grip -Rite Smooth Seal HT or Colphene FR GR WNEMOletc. Substrates Dens Deck Prime; SECUROCK Gypsum -Fiber Roof Board; ASTM D226, Type I or II felt; Sopra-G; Modified Sopra-G 5.61 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 -ora the systems (Lastobond TU HT only), base sheet shall 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 tile 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 J. 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 psf: Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: (Optional) Elastocol 5tick, Elastocol Stick Zero or RL515TO 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 Desian Pressure = -67.5 osf: 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. NEMO ETC, LLC Evaluation Report 518010.06.09 -RIS Certificate of Authorization At32455 61" EDITION (2017) FBC NON-HVHZ EVALUATION FL2569-R17 Soprema Roof Underlayments Revision 15: 06/19/2019 Page 5 of B #3 Maximum Design Pressure = -120.0 psf,. ONEMOletc. Deck: Min. 15/32 -inch AAA -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 rolled using hand roller and/or weighted roller in accordance with Soprema requirements to ensure no voids no bridging at side and end -laps, #4 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. 45 Maximum DesiRn 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 5opra-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 the systems carry a Maximum Design Pressure of -45 psf. 5.6.5.2 For mechanically attached Base Sheet, the maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI 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 professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD1, 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 Coiphene FR GR shall not be left exposed for longer than 180 -days after installation NEW ETC, LEC Evaluation Report 51.8010,06.09-R15 Certificate of Authorizatian #32455 6'" EDITION (2017) FSC NON-HVHZ EVALUATION FL2559-R17 Soprema Roof Underlayments Revision 1S: 06/19/2019 Page 6 of 8 5.8 Tile Slippage Limitations TAS 103 per FRSALIRIApril 2012 (04-12)): ON ! etc. When loading roof tiles on the underlayment in direct -deck tile assemblies, the maximum roof slope shall be as follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles. Underlayment Tile Profile Staging Method Maximum Slope Flat Max_ iQ-tile stack 6:12 Lugged Max. l0 -tile stack 5:12 Max. 10 -tile stack (bottom 2 -tile stack shall be inverted, 6.12 followed by 8 tiles high on slope, as shown below) Lastobond TU HT e` Lugged Max. 10 -tile stack 5:12 Colphene FR GR Flat Lugged Max. 10 -tile stack 6:12 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, EnviroShield, Lastobond Eaves Protection Sheet, Lastobond 195, Lastobond Eco, Lastobond Smooth Seal HT, Grip -Rite Smooth Seal HT, RESi5TO LB1236, Grip -Rite Eave & Valley Protector, RESISTO L61244 or Colphene FR GR: 6.3.1 Non -Tile Applications: Shall be installed in compliance with the requirements for ASTM x1970 underlayment in FBC Table 1507.1.1 or R905.1.1 for the type of prepared roof covering to be installed, and Soprema published requirements. 6.3.2 Tile Applications (Lastobond TU HT or Colphene FR GR only): 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 li base sheet shall be in accordance with Soprema requirements, but not less than that the densities set forth in FRSA/TRI 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 (04-12). 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. NEMO ETC, LLC Evaluation Report 518010.06,09-R15 Cert7�cote ofAuthorizadan #32455 6- EDITION )2017) F8C NON-HVH7 EVALUATION FL2569-R17 Soprema Roof Underlayments Revision 15: 06/19/2019 Page 7 of 9 ONEMOjetc. As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. Contact the noted QA 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 —QUA9625; (314) 578-3406; k.chancellor@us.ul.com - END OF EVALUATION REPORT - NEMO ETC, LLC Certificate of Authorization #32455 6'" MITION {20171 FBC NON-HVHZ EVALUATION Soprenla Roof Uinderlayments Evaluation Report 518010,06.09-R15 EL2569-R17 Revision 15. 06/19/2019 Page 8 of 8 40114/2(719 AM BLis Home Lng In User Repistriuon 80!:Tnoies pop S� r-+ Product Approval } USER: Public user Florida Building Code Online Y ,�•'S � Submit Surcharge stats & Fdox Publications ' contact Us •, 505 Site Map, ttnks M Search Pro;7uct 4e�r3va1 Fienii i R qu ar AP I+ aCiUn Search n �I�cati7n L:_cx > Applicatlnn Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Add rens/Phone/Ema it Authorized Signature Technical Representative Address/ Pha ne/Ernail Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL10674-RI5 Revision 2017 Pending F8C Approval Owens Corning One Owens Corning Parkway Toledo, OH 43654 (740) 404-7829 greg.keeler- owenscorning.com Greg Keeler greg.keeler@owenscorning.com Mei Sancrant 1 Owens Coming PKWY Toledo, OH 43559 (419) 376-8360 Mel.sancrant@owenscomig.corn Roofing Asphalt Shingles �LAA,-n 03°13 Evaluation Report trom a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert I.M. Hieminen Evaluation Report Florida License PE -59165 Quality Assurance Entity PRI Construction Materials Technologies, LLC. Quality Assurance Contract Expiration date 04/20/2020 Validated By John W. Knezevich, PE Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Validation Checklist - hardcopy Received EL10674 R15 COI 2019 01 COT NIEMINEN,pdf Standard „—r ASTM D1970 2015 ASTM D3161 2016 ASTM 03462 2010 ASTM 07158 2011 https:llflori(labuilding_orgipripr app dtl-asPx?param=wGEVXQwtDgtBNbEY5V%2boOT3b2b6w7ahReg[CQ$ucR6ixEDL76gC332Q9MA%3d%3d 1!2 P 10!14/2019 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval of Florida Building Code Online Method 1 Option D 08/15/2019 08/15/2014 08/21/2014 Model, Number or Name 10674.1 I Owens Corning asphalt Roofing Shingles and Starters ' Limits f -- o rise Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Refer to ER, Section 5_ Description 3 -tab, 4 -tab, 5 -tab, laminated, starter and hip &ridge shingles instaliation Instructions r`' FL10674 R1 - Ii 201 08 NAL ER DC ASPHALT SHIi+JGLES FL OG74-R1S.pdf Verified By: Robert J. M. Nieminen PE - 59165 Created by independent Third party: yes l_vaivation Reports FL10674 R15 Al 1019 08 FiNA ER OC ASPHALT j SHINf3LE5 FLJ0674-R�_pdf Created by Independent Third Party: Yes ontar_. Us :; 25G1 Blair Stene oed, 7allahas5ee Ft 323on phone: 35i 11`111 �8�4 The State of Florida is an AA/EEO employer. Copyright 2507-2113 State of Florida, .: Pri_ary Staienent ;: gccpssibili State�en[ :: Refund Statement Under Florida fa,, email addresses are public MM -ds. If you on not O-Iant your e-mail address released in response to a Public -records mail to this entity. Instead, contact the office by phone or by traditional mail. If you have an Florida Statutes, eff2ctrve October 1, 201.2, licensees licensed Under Chapter 455, F S, mustrequest, do not send electr 5(j Y questions, please contact 850.487.1395. 'Pursuant fthey ¢o Section 4 he em lls provided may he used for official mail addressor with the licensee, However email addresses are public retard. If you do dei wish to supply a persona] atldress, Please pravade the Department with an email address which can 4e made available to the Public. To Ses are ;Je if you are a udo no eWtnle"t with an email address if thea have address, ss, e�i� licensee under Chaplet 455, RS., please did- Product Approval Accepts: —MW SC11i 1#�'h[ ETILICS' hltps:/lfloridabuildirlg.orglpr/pr app_dtl.aspx?param=wGEVXQw[DgtgNbEY5V/a2boQT%2b6w7ahReglCQ8ucR6ixEDL76gG3209MA%3d%3d 212 UN Eco f etc. Certificate ofAuthorization #32455 353 Christian Street, Unit 413 Oxford, CT 05475 ENGINEER 'VALUATE(203) 262-9245 TEST CONSULT r^ CERTIFY Owens Corning One Owens Corning Parkway Evaluation Report 037940.02.12-Rio Toledo, OH 43659 FL10674-R15 (740) 404-7829 Date of Issuance: 02/06/2012 SCOPE: Revision 10: 08/1.5/2019 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 and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 6" 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 1507-2.7.11 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). MEMOIetc. requires a complete review of this Evaluation Report relative to updated Cade requirements with each Code Cycle_ ADVERTISEMENT: The Evaluation Report number preceded by the words "NEMQ(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 1o. Prepares! by: Robert J.M. Nieminen, P.E.-' 'F - Floridra Registration No. 59166, Florida DCA ANE198 t - The facsimile seal appearing was authorized by Robert G Nieminen, P,E. on 08/15 CERTIFICATION OF INDEPENDENCE: -' % This does not serve as an e#ectronica#!y signed' docuomenmen t_ 1. NEMOIetc. does not have, nor does it intend to acquire, or will it acquire, a financial interest in any company manufacturing or distributing products it evaivates. 2. NEMO 1 etc. is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P-E. does not have nor wilt acquire, a financial interes-t 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 NEM01 etc. nor Robert Nieminen, P-E. are, in any way, the Designer of Record for an on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. @2018, NEMC ETC, LLC ROOFING SYSTEMS EVALUATION!: EMO 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 6th Edition (2017) Florida Building Code and Florida Building Cade, 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 - Section Pr°pe—ft.Y 1547.2.4, R905.2.3 Physics! Properties Standard Year 1507.2.5, R90S.2.4 Physical Properties2015 ASTM x1970 1507.2-7.1, 8905.2.6.1 Wind Resistance ASTM D3461 2010 1507.2.7-1, 8905.2.6.1 wind Resistance2016 ASTM 03151 A5Tfvf 07158 2011 En_ City Owens Corning PRI(TST5878) UL LLC (CER9626) UL LLC (CER%26) UL LLC (TST9628) UL LLC (T5T9628) UL LLC (T5T9628) UL LLC (T5T9628) UL LLC (T5T9628) UL LLC (T5T9628) Miami -Dade (CER1592) PRI (QUA9110) Examination Declaration ASTM 01970 Physicals & Wind Resistance Physicals & Wind Resistance Physical Properties Wind Resistance Physicals & Wind Resistance Wind Resistance Physical Properties Physical Properties FOC HVHZ Compliance Quality Control Reference Equivalency Declaration OCF-382-02-01 File R2453, Vol. 3 20120516-R2453 06CA20263 IICA34308 4786093137 4786126S32 Classification letter Classification letter Various NOAs Service Confirmation Date 08/06/2019 10/24/2017 02/15/2007 05/16/2012 04/18/2005 02/18/2012 02/01/2014 02/10/2014 02/13/2034 10/02/2015 Various 04/05/2020 4� 4•I ACCESSORY STARTERS: 4.1.1 Starter Strip Shingle, Starter Strip Plus and SRS TopShield Starter see starter strips for asphalt roof shingles. Meets ASTM D3462- 4.1.2 Starter Shingle Roll is a mineral -surfaced, fiberglass -reinforced, self -adhering 5B5 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 5upreme' 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 D3462. 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 H & RIDGE SHINGLES: 4.3.1 Berkshire' Hip & Ridge Shingles with Sealant, DuraRidge' Hip & Ridge Shingles with Sealant, ProEdge& Hip & Ridge Shingles and WeatherGuard° HP Hip & Ridge Shingles are fiberglass reinforced, hip and ridge asphalt roof shingles. Meets ASM D3462. NEPAO ETC, LLC CE t mate of Authorization #32455 6T1' EDITION (2017) rBC NON-HVHZ EVALUATION Evaluation Report 037940.02.12-R10 Owens Corning Asphalt Roof Shingles FL -10674 -RIS Revision 10: 08/15/2019 Page 2 of 10 NNEMO i etc. 5.1 This is a building code evaluation. Neither MEMO ETC, LLC nor Robert Nieminen, P.E. are, in any way, the Designer Of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose, 5.2 This Evaluation Report is not for use in FBC HVFIZ 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_4 Wind Classification- 5.4. 1 lassification-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 13905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating acceptable use in all wind zones UP to V�,d = 150 mph Mit = 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 Plus 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 V�,d = 150 mph (V„It = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. S.4.3 Refer to 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 61G20-3. 6.1 GENERAL: 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 R905.2.3. 61.3 Fasteners shall be in accordance with the shingle manufacturers 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, subject to the limitations set forth in FBC Section 1511 or R908 and published installation instructions. 6-7 ACCESSORYSTARTffiS: 6.2-1 Installation of Starter Strip Shingle, Starter Strip Plus and SRS TopShield Starter shall comply with the Owens Corning current published instructions, using minimum five (S) nails per strip. Fel! Lmdexiai'rnent - Deck e sr!6adhe:ed Frhv.eeAJsrama --ori seisex.-,w s WealhctL-P i - vrratpaa.,; _ 1"�'= ruaderlayment _ wsnlarmnr - prig_ _ D'ip rmr Alvis bated rJa3sla�cd M* e S!arrr 5¢t _ - �'� Sd!-szato;p as;hevve �r~ shiraplev^'�rh AosiGorted alanp ¢ave Mra[rn:s�rerSNa tlr 53.s,K gxe.,a �-'en10YCd M1h G`OttiAratl J DG9.N.tE:(ryg LH[ Starter Strip stsFngle owerhanpsearas arsd.3tes'.."-::' " \ Stare: 5Ly PIJ: brlrtargt eavn e�n¢CS I/Y'+1+ rlgure 1 -' Minimum Nailing, Starter Strip Figure 2: Minimum Nailing, Starter .Strip Plus NEA40 ETC, LLC certificate afArltharization#33455 6'" EDMON (2017) FBC NON-HVHZ EVALUATION Evaluation Report 037940.0..2,12-ii10 Owens Corning Asphalt Roof Shingles FL10674-1115 Revision 10: 08/15/2019 Page 3 of 10 6.2.2 6.3 6.3-1 6.3.1.1 Installation of Starter Shingle Rolf shall comply with the Owens Corning current published instr� ons. f �r fleck Drip edged"�� - '� X(-Underayment if Self-sealing adhesive positioned along eaves Figure 3: Starter Shingle Roll /ASPHALT $HlNGLFS: edge Starter Shingle Rolf adhered directly to undertayment and primed drip edge Installation of asphalt shingles shall comply with the Owens Corning current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or 8905.2.6, with the following exceptions: Berkshire* shingles require minimum five (5) nails per shingle. WeatherGuard' HP shingles require minimum six (6) nails per shingle. Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are required Refer to Owens Corning published information on wind resistance and installation limitations. Classic I & Supreme. Normal Wind ArBER Area para Warytos normaies FL��ji �r - s" Exposure EXposiciA,, M4nS&rd or Area pare High Wind desvanes y Areas vientos fverres r'- 2-7 (B 1-21 7 Figure 4: Minimum Nailing, Classic & Supreme (Standard Size) Normal Mansard or Wind Areas High Wind Araa pare Area para Wannarnrales Highs viedesvanes y ntos fuarws Ell (B) n2, f, 5 519" Expsure Euposicinn Figure S: Minimum Nailing, Classic & Supreme (Metric Size) NEPOO ETC, LLC Cartifirote afAutho,j ation #32455 6T'i EDITION (2017) FBC NON-HVH2 EVALUATION Evaluation Report 037940,02.12 -Rio Owens Corning Asphalt Roof Shingles FL10674-R15 Revision 10: 08/15/2019 Page 4 of 10 6.3.1.2 Berkshire©, Figure 6: 5 -Nail Pattern, Berkshire .'"alam strip La *d tic %lYdw r'w P 1 4 � \ Asphah r'tnfin.q v EIRpAIO fir .+frhe ap dc;da7 Figure 7: 6 -Nail Pattern, Berkshire M Figure 8: Mansard or Steep Slope pattern, Berkshire NEN1O t i C, 'LLC Certificate ofAutharization #32445 6'-' EDMON (201 7) EBC NON-NVH2 EVALUATION Evaluation Report 037940.02.12-R10 Owens Carving Asphalt ROof Shingles JcL10674-R15 Revision til: 0$/15/2019 Page 5 of 10 6.3.1.3 5 -IM" 5418" pypesu 4 -Nall Fastening Pattern SureNail0 fastening area width Nall, iypioal 12^ Figure 9.' Standard 4 -Nail Pattern, Duration 6 -Nail Fastening Pattern SureNaIM fastening area svitlth 1T" FNail, 'typical -- •i i 12, Figure 14: 6 -Nail Pattern, Duration Fastening for Slopes Greater Than 21:12 NNEMO I etc. Four 1" Spots of Asphalt Roofing Cement Figure 11; Mansard or Steep Slope Pattern, Duration F2" NEMQ ETC, LLC Certificate ofAuthoriratiOn #32455 V EDITION (2017) FBC NON-HVH7 EVALUATION Evaluation Report 037940.02.12-R10 Owens Corning Asphalt Roof Shingles `1.10674-R15 Revision 10. 08/15/2019 Page 6 of 10 QD'0 6-3-1.4 TruDefinitjon'Oakridge akrid ems: F4 Nai�m tam E'q, Squecan 4 Claws 6S M" Expamfe &P-WeL.? 'fe 5 vs pv_G' 5 5/8" Eyposum I FxPosiei6n & 5 518pj1T. Figure 12., Standard 4 -Nail Pattern, Oakridge 6 Nall Pattern Esquerfla con scjgvz?5 5 519" Expasum Nails EXPOSic;'on de 9 5JS ptrrg, C"ava'; 55.!8` e/posuza ExP0$,W6 n c� S 51S p Ldg Figure 3.3- 6 -Nail Pattern, Oakridge Fastening for ---p.. Greater Than 21:12 tm Four 3^ Spots a„sphalt FccYng roman[ Figure 14: Mansard or Steep -Slope Pattern, Oakridge NNEMO I etc. NEMO ETC, LLC - CertificateUjAuthalizo-dan N32455 6” EDITION (2017) FBC NO'q-HVHZ EVALUATION Evaluation Report 037940.02.12-RI0 Owens Coming Asphalt Roof Shingles FL!0674-RIS Revision 10. 08/15/2()19 Page 7 of to 6.3.1.5 WeatherGuardo HP: 5 5�s' Ecprsut Exia in&556pay. 5 Sig' Er. mse apo im lk 5 5's ping. Figure 15: 6 -Nail Pattern, WeatherGuard HP 6 Nall Pattem Esquema con 6 clavas Nail 6 VT from bottom of shingl 5 5:8" Exposure 6 Fasteners ell, 161118 pulp. de la Exposidan de 5 518 ping. 6 suietadores Parte inferior de la te(a Four 1- 5Potsci Asphaft Roof Cement cuatro DL'rItOS de r:°meata de !echo de asidto de 1 pwi ada J Figure 16: Mansard or Steep -Slope Pattern, W2atherGuard HP NNEMO I etre 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. r WeatherGuard' HP Hip and Ridge Shingles and ProEdgel Hip & Ridge Shingles require minimum four (4) nails per shingle. Refer to Owens Corning published information on wind resistance and installation limitations. NEMO ETC, LLC CertifecateofAuthorization#32?55 6'" EDITION [2017) FBC NON-HVHZ EVALUATION Evaluation Regort 037940.02,12-11I0 Owens Corning Asphalt Roof Shingles FL10674- R lS Revision 10:08115/2019 Page 8 of 10 Figure 19: Isometric View, WeatherGuard HP Hip & Ridge ill Figure 20: Plan View, WeatherGuard HP Hip & Ridge NEMO ETC, LLC CefAffcate afAutharizutlon.32455 6' EDITION (20171 FBC NON-HVHZ EVALUATION Evaluation Report 037940.02.12-1110 Owens Corning Asphalt Roof Shingles FL10674-R15 Revision 10: oa/15/2019 Page 9 of 10 NNEMO 6.4.1.1 Berkshires Hij2& Ridge with Sealant and DuraRid �, e® Wi & Rid a Shin les with Sealant: Fig. A Prevailing wind Direction Fig. B Direcc on dei viento predominanta Top View j Vista superior Nails �. A� Clavos q — �`---�.�. Nail 2-5/s' Clava a Owens coming SureNail IT �if�OSllfe� F1�K101 dB$F'Jij GSI U C R'i (3 1 C a � i 12" Figure 17: Isometric View, Berkshire and DuraRidge I Figure 18: Plan View, Berkshire and DuraRidge 6.4.1.2 WeatherGuard0 WP Hi & Rid a Shingles: Fig. A 4 a �.__Pre2allfng;ti�nct _'�.;�\ Fig. C Hip & Ridge Shingle Fastening Direction .q `•, Top View ltatis Marls I I Al`. Expo=uic "' `•, `Q* E Expasvm Figure 19: Isometric View, WeatherGuard HP Hip & Ridge ill Figure 20: Plan View, WeatherGuard HP Hip & Ridge NEMO ETC, LLC CefAffcate afAutharizutlon.32455 6' EDITION (20171 FBC NON-HVHZ EVALUATION Evaluation Report 037940.02.12-1110 Owens Corning Asphalt Roof Shingles FL10674-R15 Revision 10: oa/15/2019 Page 9 of 10 6.4.1.3 ProEdgeO Flip & Riclf;e Shirt les: Prevailing Winn Direction $Ba#ani Ship 6' Exposure Fasten 7'/:" Cava; Exposed Fasteners with Roof Cement Figure 21: Isometric View, ProEdge NNEMO I etc, Standard Fastening I, 11" Pattern 2 1 12' � � sealant Exposalre i 12" 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 one of the required classifications detailed in FBC sable 1507.2.7.1 / 11905.2,6.1. As required by the Building Official 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,QUA9110; 813 621-5777; bwilson@pricmt.com - END OF EVALUATION REPORT - :EMR ETC, LLC Evaluation Report 037940.02.12-R10 Cenitc to alAuthoHzotion#324s5 6"' Er71TION (2017) FBC NON-HVHZ EVALUATION rL10E74-P,15 Owens Corning Asphalt Roof shingles Revision 10:08/15/2015 Page 10 of 10