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• . MEMO etc. Certificate of Authorization N32455 353 Christian Street, Unit#13 Oxford,CT 06478 (203)262-9245 ENGINEER EVALUATE TEST CONSULT Soprema,Inc. Evaluation Report S18010.06.09-1119 1640rue Haggerty FL2569-R21 Drummondville,Quebec J2C 5P8 Canada Date of Issuance:06/15/2009 (819)478-2400 Revision 19:12/16/2020 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida.The documentation submitted has been reviewed by Robert Nieminen, P.E.for use of the product under the Florida Building Code. The product described herein has been evaluated for compliance with the 7"1 Edition(2020)Florida Building Code sections noted herein. ,DESCRIPTION: Soprema Rdof,Underlaymerats LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.1.1. CONTINUED COMPLIANCE:This Evaluation Report is valid until such time as the named product(s)changes,the referenced Quality Assurance or production facility location(s) changes, or Code provisions that relate to the product(s) change. Acceptance.of our Evaluation Reports by the named client constitutes agreement to notify NEMO ETC, LLC of any changes to the product(s), the Quality Assurance or the production facility location(s). NEMO ETC, LLC requires a complete review of its Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT:The Florida Product Approval Number (FL#) preceded by the words "NEMO I etc. Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done.in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 9. Prepared by: s +e pt S Robert J.M.Nieminen,P.E. �� ^az �f The facsimile seal appearing was authorized by Robert �S Nieminen,P.E.on 12/16/2020.This does not serve as Florida Registration No.59166,Florida DC4ANE1983 .;�:a+�• '.=� "'� an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. NEMO ETC,LLC does not have,nor does it intend to acquire or will it acquire,a financial interest in any company manufacturing or distributing products it evaluates. 2. NEMO ETC,LLC is not owned,operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen,P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither NEMO ETC,LLC nor Robert Nieminen,P.E.are,in any way,the Designer of Record for any project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained specifically for that purpose. ©2019 NEMO ETC,LLC NEmo l etc. ROOFING COMPONENT EVALUATION: Product Category: Roofing Sub-Category: Underlayment Compliance Statement: Soprema Roof Underlayments,as produced by Soprema,have demonstrated compliance with the following sections of the 71'Edition (2020) 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. Section Property Standard Year 1504.3.1 Wind resistance FM 4474 2011 1504.3.1 Wind resistance UL 1897 2015 1507.1.1,1507.2.4,1507.2.9.2 Material standard ASTM D1970 2015 /R905.1.1,R905.2.8.2 1507.3.3/R905.3.3 Material standard FRSA/TRI,Sixth Edition 2018 1507.11.2/R905.11.2 Material standard ASTM D6163 2015 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/TRI 04-12(OH) S11150.05.09-R2 10/05/2010 ERD(TST6049) ASTM D1970(OH) S37210.11.11 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(MS) S43530.02.14-1-R1. 02/21/2014 ERD(TST6049) ASTM D1970(13C) S44870.04.14-2 04/02/2014 ERD(TST6049) ASTM D1970(QC) S44870.04.14-3 04/02/2014 ERD(TST6049) ASTM D1970(OH) S44870.04.14-1 04/10/2014 ERD(TST6049) ASTM D1970(MS) S44870.04.14-4 04/10/2014 ERD(TST6049) ASTM D1970(OH) S40540.10.14 10/31/2014 ERD(TST6049) Tensile Adhesion/Long Term Aging SOPC-SC7645.02.15 02/13/2015 ERD(TST6049) Accelerated Weathering SOPC-SC8520.04.14 04/27/2015 ERD(TST6049) Wind Resistance SOPC-SC14045.05.17-R1 06/07/2017 M-D(CER1592) HVHZ 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-RI 04/25/2018 NEMO(TST6049) Wind Resistance 4-SOPC-18-003.08.18 08/27/2018 NEMO(TST6049) ASTM D4798/D1970(OH&MS) 4S-SOPC-18-002.05.19.A 05/31/2019 NEMO(TST6049) Tensile Adhesion/Long Term Aging 4p-DOW-I9-SSLAP-01.A.R2 02/10/2020 NEMO(TST6049) Peel adhesion(existing underlayments) 4j-SOPC-I9-SSUDL-04.A 03/12/2020 NEMO(TST6049) Peel adhesion(existing underlayments) 4j-SOPC-20-SSUDL-01 12/16/2020 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.R16814 12/10/2015 UL,LLC(QUA9625) Quality Control MLA File No.R27605 05/08/2019 UL,LLC(QUA9625) Quality Control Service Confirmation 06/29/2020 UL,LLC(QUA9625) Quality Control Florida BCIS Current NEMO ETC,LLC Evaluation Report S18010.06.09-1119 Certificote of A uthorization#32455 7TH EDITION(2020)FBC NON-HVHZ EVALUATION FL2569-1121 Soprema Roof Underlayments Revision 19:12/15/2020 Page 2 of 9 L _ ONEMOjetc. Material Product Standard Plant(s) Description, 4.1 Lastobond TU HT ASTM D1970 and Gulfport,MS self-adhering,non-woven polyester fabric FRSA/TRI 09-18 surfaced,SBS modified bitumen roof underlayment 4.2 Tri-Built S/A HT TU ASTM D1970 and Gulfport,MS self-adhering;non-woven polyester fabric. Underlayment FRSA/TRI 09-18 surfaced,SBS modified bitumen roof underlayment 4.3 Lastobond Shield ASTM D1970 Drummondville,QC self-adhering,woven polyethylene surfaced,SBS modified bitumen roof underlayment available in two widths;36 and 45 inch 4.4 RESISTO SA SMOOTH PLY ASTM D1970 Drummondville,QC self-adhering,woven polyethylene surfaced,SBS 40 modified bitumen roof underlayment 4.5 Lastobond Shield HT ASTM D1970 Drummondville,QC self-adhering,woven polyethylene surfaced,high temperature,SBS modified bitumen roof underlayment 4.6 Lastobond Pro HT-N ASTM D1970 Drummondville,QC self-adhering,woven polyethylene surfaced,SBS modified bitumen roof underlayment available in two widths;36 and 45 inch 4.7 Lastobond Pro HT-S ASTM D1970 Drummondville,QC self-adhering,woven polyethylene surfaced,high temperature,SBS modified bitumen roof underlayment 4.8 EnviroShield ASTM D1970 Drummondville,QC self-adhering,woven polyethylene surfaced,high temperature,SBS modified bitumen roof underlayment 4.9 Lastobond 195 ASTM D1970 Gulfport,MS self-adhering,glass-mat reinforced,sand- Wadsworth,OH surfaced,SBS modified bitumen roof underlayment 4.10 Lastobond Eaves ASTM D1970 Gulfport,MS self-adhering,glass-mat reinforced,sand- Protection Sheet Wadsworth,OH surfaced,SBS modified bitumen roof underlayment 4.11 Lastobond Eco ASTM D1970 Drummondville,QC self-adhering,glass-mat reinforced,sand- Gulfport,MS surfaced,SBS modified bitumen roof Wadsworth,OH underlayment 4.12 Lastobond Smooth Seal ASTM D1970 Gulfport,MS self-adhering,glass-mat reinforced,film- HT Wadsworth,OH surfaced,SBS modified bitumen roof underlayment 4.13 Tri-Built Smooth HT S/A ASTM D1970 Gulfport,MS self-adhering,glass-mat reinforced,film- Underlayment Wadsworth,OH surfaced,SBS modified bitumen roof underlayment 4.14 PrimeSource Grip-Rite ASTM D1970 Gulfport,MS self-adhering,glass-mat reinforced,film- Smooth Seal HT Wadsworth,OH surfaced,SBS modified bitumen roof underlayment 4.15 RESISTO LB1236 ASTM D1970 Drummondville,QC self-adhering,glass-mat reinforced,sand- Gulfport,MS surfaced,SBS modified bitumen roof Wadsworth,OH underlayment 4.16 TRI-BUILT Sand-R SA ASTM D1970 Drummondville,QC self-adhering,glass-mat reinforced,sand- Shingle Underlayment Gulfport,MS surfaced,SBS modified bitumen roof Wadsworth,OH underlayment NEMO ETC,LLC Evaluation Report S18010.06.09-1119 Certificate of Authorization#32455 7TH EDITION(2020)FBC NON-HVHZ EVALUATION FL2569-R21 Soprema Roof Underlayments Revision 19:12/15/2020 Page 3 of 9 NNEMOJetc. Product Material Plant(s) Description Standard 4.17 PrimeSource Grip-Rite ASTM D1970 Drummondville,QC self-adhering,glass-mat reinforced,sand- Eave&Valley Protector Gulfport,MS surfaced,SBS modified bitumen roof Wadsworth,OH underlayment 4.18 SRS TopShield ICE& ASTM D1970 Drummondville,QC self-adhering,glass-mat reinforced,sand- WATER DEFENDER Gulfport,MS surfaced,SBS modified bitumen roof Wadsworth,OH underlayment 4.19 RESISTO LB1244 ASTM D1970 Drummondville,QC self-adhering,glass-mat reinforced,sand- Gulfport,MS surfaced,SBS modified bitumen roof Wadsworth,OH underlayment 4.20 Colphene FR GR ASTM D6163 Gulfport,MS self-adhering,fiberglass reinforced,granule- Wadsworth,OH surfaced,SBS modified bitumen roof underlayment • 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 High Velocity Hurricane Zone jurisdictions (i.e., Broward and Miami- Dade Counties). 5.3 This Evaluation Report pertains to above-deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. q tY g 5.4 This Evaluation Report does not include evaluation of fire classification. Refer to FBC 1505 for requirements rements and P q limitations regarding roof assembly fire classification. Refer to FBC 2603 for requirements and limitations g g Y q concerning the use of foam plastic insulation. 5.5 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. 5.6 Allowable Roof Covers: TABLE 1: ROOF COVER OPTIONS FBCSection: 1507.2 1507.3 1507.4&1507.5 1507.7 1507.8&1507.9 Asphalt Clay and Concrete Tile Metal Slate or Wood Shakes or Underiayment Pa Mechanical Adhesive- Slate-Type Shingles Shingles Attach Set nels. Shingles Shingles g Lastobond TU HT,Tri-Built S/A HT TU Yes Yes Underlayment Yes Yes See 5.6.1 Yes Yes Yes (joint strips,1507.1.1.3if R905.1.1.3) Lastobond Shield,Pro HT-N,RESISTO SA Yes SMOOTH PLY40 Yes No No No No Yes ()oint strips,1507.1.1.3/ R905.1.1.3) Yes Lastobond Shield HT,Pro HT-S Yes No No Yes Yes Yes (joint strips,1507.1.1.3/ R905.1.1.3) Yes EnviroShield Yes No No Yes Yes Yes (Joint strips,3507.1.1.3/ R905.1.1.3) Lastobond Eaves Protection Sheet, Yes Lastobond195 Yes No No No No Yes goint strips,1507.1.1.3/ R905.1.1.3) NEMO ETC,LLC Evaluation Report S18010.06.09-1119 Certificate of Authorization#32455 7TH EDITION(2020)FBC NON-HVHZ EVALUATION F1.2569-1121 Soprema Roof Underlayments Revision 19:12/15/2020 Page 4 of 9 *NEMOletc. TABLE 1 ROOF COVER OPTIONS :- FBCSection: -1507.2 1507.3 1507.4&150Z5 1507.7 1507.8&1507.9 Clay and Concrete Tile Metal Slate or Asphalt Wood Shakes or Underlayment Mechanical Adhesive- Slate-Type Shingles Shingles Attach. Set Panels Shingles Shingles. g Lastobond ECO,RESISTO LB1236,TRI BUILT Sand-R SA Shingle Underlayment, Yes Grip-Rite Eave&Valley Protector,` Yes No No No No Yes (joint strips;1507.1.1.3/ TopShield ICE&WATER DEFENDER, R905.1.1.3) RE z Lastobond Smooth Seal HT,Tri-Built Yes Smooth HT S/A Underlayment,Grip-Rite Yes No No Yes Yes Yes Gointwips,1507.1.1.3/ Smooth Seal HT R905.1.1.3) Yes Colp a Yes Yes No No No Yes (joint Wips,1507.1.1.3/ R905.1.1.3) 5.6.1 Adhesive-set tile is limited to use of the following Approved underlayment/tile-adhesive combinations. TABLE.IAC ALLOWABLE TILE ADHESIVE ENT,CON161 NATIONS' Underlayment Adhesive - Florida Product Approval..- Lastobond TU HT,Tri-Built S/A Dupont"Tile Bond—Roof Tile Adhesive" FL22525 HTTU Underlayment ICP Adhesives and Sealants"Polyset®AH-160" FL6332 5.7 Allowable Substrates: TABLE 2. SUBSTRATE OPTIONS'FOR ADHERED UNDERLAYMENTS Substrates(designed to meet wind loads for project) Underlayment Application; Type . Primer Material(s) III Lastobond Shield,Lastobond Pro (Optional)ASTM plywood,OSB or Southern Yellow Pine HT-N,RESISTO SA SMOOTH PLY Deck/ D41,Elastocol Stick, (SYP) 40,Lastobond Shield HT, sheathing Elastocol Stick Zero Lastobond Pro HT-S, ASTM D41 structural concrete EnviroShield,Lastobond TU HT, Tri Built 5/A HT TU Insulation (Optional)Elastocol Dens Deck Prime or SECUROCK Gypsum- Underlayment,Lastobond Eaves Stick Zero Fiber Roof Board Protection Sheet,Lastobond 195, self- Lastobond ECO,RESISTO LB1236, adhering TRI-BUILT Sand-R SA Shingle Underlayment,Grip-Rite Eave& Valley Protector,TopShield ICE& Base Sheet (Optional)Elastocol ASTM D226,Type II felt or Modified Sopra- WATER DEFENDER,RESISTO Stick Zero G LB1244,Lastobond Smooth Seal HT,Tri-Built Smooth HT S/A Underlayment or Grip-Rite Smooth Seal HT Deck/ (Optional)ASTM Plywood 41 sheathing ASTM D41 structural concrete Col hene FIRGR self- p adhering Insulation (Optional)Elastocol Dens Deck Prime or SECUROCK Gypsum- Stick Zero Fiber Roof Board Base Sheet (Optional)Elastocol ASTM D226,Type II felt or Modified Sopra- Stick Zero G 1 Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. NEMO ETC,LLC Evaluation Report S18010.06.09-1119 Certificate of Authorization#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION FL2569-R21 Soprema Roof Underlayments Revision 19:12/35/2020 Page 5 of 9 NNEMIDIetc. TABLE 2: SUBSTRATE OPTIONS FOR ADHERED UNDERLAYMENTS Underlayment Application Substrates(designed to meet wind loads for project) -- Type Primer Material(s) Lastobond TU HT,Tri-Built S/A HT TU Underlayment,RESISTO 1_131236,TRI-BUILT Sand-R SA self EXTERIOR Existing sand-surfaced,glass-fiber surfaced, PRIMER Shingle Underlayment,Grip-Rite Existing mineral-surfaced or film-surfaced roof Eave&Valley Protector or, adhering substrate PRIMER - underlayment* TopShield ICE&WATER DEFENDER *Final acceptance of any existing substrate in a reroof(tear-off)installation is at the discretion of the installer and the Authority Having Jurisdiction. Should a question arise as to the suitability of an existing substrate to receive Lastobond TU HT,Tri-Built S/A HT TU Underlayment RESISTO LB1236,TRI-BUILT Sand-R SA Shingle Underlayment Grip-Rite Eave&Valley Protector or TopShield ICE& WATER DEFENDER self-adhering underlayments,contact RESISTO technical support. 5.7.1 Soprema recommends priming with Elastocol Stick,Elastocol 600c or RESISTO EXTERIOR PRIMER if the final roof. cover is not slated for installation within 24 hours. 5.7.2 Soprema requires tongue-and-groove board decking be covered with plywood or OSB prior to installation of the self-adhering underlayment 5.8 Attachment Limitations: 5.8.1 For use under mechanically attached NON-TILE prepared roof coverings,attachment shall be in accordance with the manufacturer's installation instructions,but—for mechanically attached underlayments or base sheets-not less than FBC 1507.1.1 or R905.1.1. 5.8.2 For use under tile roof systems, attachment shall be in accordance with the manufacturer's installation instructions,but—for mechanically attached base sheets-not less than: • FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition, Appendix A, Table 1(for Two-Ply Asphalt Applied Hot Mop Underlayment) or • Section 5.8.3 herein(for other underlayment systems). 5.8.3 Wind Resistance for Underlayment Systems in Tile Roof Applications: The following wind uplift limitations apply to underlayment systems that are not prescriptive in the FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual,Sixth Edition. The 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). 5.8.3.1 Direct-to-Deck: The maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual,Sixth Edition, Appendix A,Table 1A or the critical(highest)design pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3. #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 Stick,Elastocol Stick Zero or RESISTO EXTERIOR PRIMER Underlayment: Lastobond TU HT,Tri-Built S/A HT TU Underlayment,self-adhered. #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,Tri-Built S/A HT TU Underlayment,self-adhered. NEMO ETC,LLC Evaluation Report S18010.06.09-1119 Certificate of Authorization#32455 7TH EDITION(2020)FBC NON-HVHZ EVALUATION FL2569-R21 Soprema Roof Underlayments Revision 19:12/15/2020 Page 6 of 9 MEMO 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. Primer: (Optional)RESISTO EXTERIOR PRIMER Base Ply: RESISTO SA SMOOTH PLY 40,self-adhered. Underlayment: Lastobond TU HT,Tri-Built S/A HT TU Underlayment,self-adhered. #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. Primer: (Optional)RESISTO EXTERIOR PRIMER Underlayment: Lastobond TU HT,Tri-Built S/A HT TU Underlayment,self-adhered. #5 All other direct-deck, adhered underlayment systems beneath tile roof systems carry a Maximum Design Pressure of-45 psf. 5.8.3.2 MechanicallV-Attached Base Sheet: The maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition,Appendix A,Table 1A or the critical(highest)design pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3. Alternatively,the maximum design pressure for the selected assembly shall meet or exceed at least the Zone 1 design pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3. Elevated pressure zones 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,Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (February 2020) for enhancements. #6 Maximum Design Pressure=-60.0 psf: Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Modified Sopra-G mechanically attached with nails(FBC 1517.5.1)and tin caps(FBC 1517.5.2)spaced 6- inch ox.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,Tri=Built S/A HT TU Underlayment,self-adhered 5.8.4 For use over insulation or coverboard and under mechanically attached prepared roof coverings, underlayment attachment shall be in accordance with the manufacturer's installation instructions and attachment of the insulation or coverboard shall be in accordance with the prepared roof covering manufacturer's Product Approval. 5.9 Exposure Limitations: TABLE''3 EXPOSURE LIMITATIONS Underlayment. Prepared Roof Cover Maximum Installation.Type Exposure(days) Lastobond Eaves Protection Sheet,Lastobond 195,Lastobond Eco,RESISTO LB1236,TRI- Mechanically BUILT Sand-R SA Shingle Underlayment,Grip-Rite Eave&Valley Protector,TopShield ICE attached 30 &WATER DEFENDER or RESISTO LB1244 Lastobond TU HT,Tri-Built S/A HT TU Underlayment Adhesive-set tile roof 30 system Lastobond Shield,Lastobond Pro HT-N,RESISTO SA SMOOTH PLY 40,Lastobond Shield HT, Mechanically Lastobond Pro HT-S,EnviroShield,Lastobond Smooth Seal HT,Tri-Built Smooth HT S/A attached 90 Underlayment or Grip-Rite Smooth Seal HT Lastobond TU HT,Tri-Built S/A HT TU Underlayment or Colphene FR GR Mechanically 180 attached NEMO ETC,LLC Evaluation Report S18010.06.09-R39 Certificate of Authorization#324SS 7-EDITION(2020)FBC NON-HVHZ EVALUATION FL2569-1121 Soprema Roof Underlayments Revision 19:12/15/2020 Page 7 of 9 1 MEMO etc. 5.10 Tile Slippage Limitations: When loading roof tiles on the underlayment in direct-deck tile roof 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. TABLE 4: TILE SLIPPAGE LIMITATIONS FOR DIRECT-DECK TILE INSTALLATIONS Underlayment Tile Profile Staging Method Maximum Slope Flat Max.10-tile stack 6:12 Lugged Max.10-tile stack 5:12 Max.10-tile stack(bottom 2-tile stack shall be inverted, followed by 8 tiles high on slope,as shown below) 6:12 Lastobond TU HT,Tri "'' ' Built S/A HT TU i Underlayment Lugged ' �. Colphene FR GR Flat Max.10-tile stack 5:12 Lugged Max.10-tile stack 6:12 6.1 Soprema Roof Underlayments shall be installed in accordance with Soprema published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re-fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application,and prime the substrate (if applicable). 6.2.1 Installation of RESISTO LB1236,TRI-BUILT Sand-R SA Shingle Underlayment,Grip-Rite Eave&Valley Protector or TopShield ICE&WATER DEFENDER self-adhering underlayment in a reroof(tear-off)application atop an existing underlayment (per Table 2) requires priming of the existing substrate with RESISTO EXTERIOR.PRIMER. Final . acceptance of any existing substrate in a reroof(tear-off) installation.is at the discretion of the installer and the Authority Having Jurisdiction. Should a question arise as to the suitability of an existing substrate to receive RESISTO LB1236,TRI-BUILT Sand-R SA Shingle Underlayment, Grip-Rite Eave&Valley Protector or TopShield ICE &WATER DEFENDER self-adhering underlayments,contact RESISTO technical support. 6.3 Lastobond TU HT, Tri-Built,S/A HT TU Underlayment, 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,Tri-Built Smooth HT S/A Underlayment,Grip-Rite Smooth Seal HT, RESISTO`LB1236,,,TRI-BUILT Sand-R SA` Shingle Underlayment, Grip-Rite:Eave & Valley.. Protector,TopShield ICE&WATER`DEFENDER,RESISTO LB1244 or Colphene FR GR: 6.3.1 Non-Tile Applications: Shall be installed in compliance with requirements for an approved self-adhering underlayment(ASTM D1970) in FBC 1507.1.1.1 or 1507.1.1.3 or FBC Residential R905.1.1.1 or R905.1.1.3 for the type of prepared roof covering to be installed, and the manufacturer's installation instructions. When installed over a mechanically attached base sheet of FBC Approved ASTM D226,Type 11 felt the base sheet shall be fastened in accordance with FBC 1507.1.1 or R905.1.1. NEMO ETC,LLC Evaluation Report S18010.06.09-1119 Certificate ofAuthorizotion#32455 7TH EDITION(2020)FBC NON-HVHZ EVALUATION FL2569-R21 Soprema Roof Underlayments Revision 19:12/15/2020 Page 8 of 9 N. MEMO etc. 6.3.2 Tile Applications: Limited to Lastobond TU HT,Tri-Built S/A HT TU Underlayment or Colphene FR GR. Shall be installed in compliance with the requirements for Self-Adhered Membrane set forth in FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition and the manufacturer's installation instructions. i Refer to Section 5.8.3 herein for attachment limitations. Refer to Table 4 herein for tile staging limitations. As required by the Building Official or Authority Having Jurisdiction to properly evaluate the installation of this product. v WIND 14 1 NOW fin"-4n� Contact the named QA entity for manufacturing facilities covered by F.A.C.Rule 611320-3 QA requirements. Refer to Section 4 herein for products and production locations having met codified material standards. v -- RiJ #� UL,LLC-QUA9625;(314)578-3406;k.chancellor@us.ul.com -END OF EVALUATION REPORT- NEMO ETC,LLC Evaluation Report S18010.06.09-1119 Certificate of Authorization#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION FL2569-R21 Soprema Roof Underlayments Revision 19:12/15/2020 Page 9 of 9 1/1/202.1 Florida Building Code Online BCIS Home Log In User Registration ( Hot Topics € Submit Surcharge Stats&Facts Publications ! Contact Us j BCIS Site Map Links Search dbpra ,�aEProduct Approval USER:Public.User Product Approval Menu>Product or Application Search>Application List>Application Detail _ FL# FL10674-R16 Application Type Revision Code Version 2020 Application Status Pending FBC Approval Comments Archived Product Manufacturer Owens Corning Address/Phone/Email One Owens Corning Parkway Toledo,OH 43659 (740)404-7829 greg.keeler@owenscorning.com Authorized Signature Greg Keeler greg.keeler@owenscorning.com Technical Representative Mel Sancrant Address/Phone/Email 1 Owens Corning PKWY Toledo,OH 43659 (419)376-8360 mel.sancrant@owenscornig.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer U 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 PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 01/01/2099 Validated By John W.Knezevich,PE E3 Validation Checklist-Hardcopy Received Certificate of Independence FL10674 R16 COI 2020 01 COI NIEMINEN.pdf Referenced Standard and Year(of Standard) Standard Year ASTM D1970 2015 ASTM D3161 2016 ASTM D3462 2010 ASTM D7158 2019 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtBNbEY5V%2boQT%2b6w7ahReglCQ8ucR6ixEAlpgcKTw\Nbw%3d%3d 1/2 1/1/2021 Florida Building Code Online Product Approval Method Method 1 Option.D Date Submitted 12/11/2020 Date Validated 12/17/2020 Date Pending FBC Approval 12/26/2020 Summary of Products FL# Model,Number or Name Description 10674.1 Owens Corning Asphalt Roofing 3-tab,4-tab,laminated,starter.and hip&ridge shingles Shingles and Starters Limits of Use Installation Instructions Approved for use in HVHZ:No FL10674 R16 II 2020 12 11 FINAL ER OC ASPHALT Approved for use outside HVHZ:Yes SHINGLES FL10674-R16.pdf Impact Resistant: N/A Verified By: Robert J. M.Nieminen PE-59166 Design Pressure: N/A Created by Independent Third Party:Yes Other: Refer to ER,Section 5. Evaluation Reports FL10674 R16 AE 2020 12 it FINAL ER OC ASPHALT SHINGLES FL10674-R16.pdf Created by Independent Third Party:Yes 43ack Nettt Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy ALce.Ulbility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ® tL`tgck Credit Card_ Safe https://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgtBNbEY5V%2boQT%2b6w7ahReglCQ8ucR6ixEAIpOjcKTwWbw%3d%3d 2/2 s NEmo etc. Certificate of Authorization#32455 353 Christian Street,Unit#13 Oxford,CT 06478 (203)262-9245 ENGINEER EVALUATE TEST CONSULT Owens Corning Evaluation_ Report 037940.02.12-1111 One Owens Corning Parkway FL10674-1116 Toledo,OH 43659 Date of Issuance:02/06/2012 (740)404-7829 Revision 11: 12/11/2020 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida.The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code. The product described herein has been evaluated for compliance with the 71h Edition(2020) Florida Building Code sections noted herein. DESCRIPTION:.Owens Corning-Asphalt Roos 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 such time as the named product(s)changes,the referenced Quality Assurance or production facility location(s) changes, or Code provisions that relate to the product(s) change. Acceptance of our Evaluation Reports by the named client constitutes agreement to notify NEMO ETC, LLC of any changes to the product(s), the Quality Assurance or the production facility location(s). NEMO ETC, LLC requires a complete review of its Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Florida Product Approval Number (FL#) preceded by the words "NEMOIetc. 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 10. Prepared by: Robert J.M.Nieminen P.E. ..F,'��::�T:• The facsimile seal appearing was authorized by Robert F •..:_.:.:. ...ySS�„ �aLc.•�• Nieminen,P.E.on 12/11/2020.This does not serve as an Florida Registration No.59166,Florida DCA ANE1983 ...;'iiwo electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. NEMO ETC, LLC does not have,nor does it intend to acquire or will it acquire,a financial interest in any company manufacturing or distributing products it evaluates. 2. NEMO ETC,LLC is not owned,operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen,P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither NEMO ETC,LLC nor Robert Nieminen,P.E.are,in any way,the Designer of Record for any project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained specifically for that purpose. ©2018 NEW ETC,LLC P MEMO etc. ROOFING SYSTEMS EVALUATION: 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 7th Edition (2020) 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. Section Property Standard Year 1507.2.4,R905 2.3 Physical Properties ASTM D1970 2015 1507.2.5,R905.2.4 Material standard 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 D7158 2019 Entity Examination Reference Date Owens Corning Declaration Equivalency Declaration 08/06/2019 PRI(TST5878) ASTM D1970 OCF-382-02-01 10/24/2017 UL LLC(CER9626) Physicals&Wind Resistance File R2453,Vol.3 02/15/2007 UL LLC(CER9626) Physicals&Wind Resistance 20120516-132453 05/16/2012 UL LLC(TST9628) Physical Properties 06CA20263 04/18/2006 UL LLC(TST9628) Wind Resistance 11CA34308 02/18/2012 UL LLC(TST9628) Physicals&Wind Resistance 4786093137 02/01/2014 UL LLC(TST9628) Wind Resistance 4786126532 02/10/2014 UL LLC(TST9628) Physical Properties Classification letter 02/13/2014 UL LLC(TST9628) Physical Properties Classification letter 10/02/2015 PRI(QUA9110) Quality Control Service Confirmation 04/05/2020 PRI(QUA9110) Quality Control Florida BCIS Current TABLE 1:ASPHALT,SHINGLE COMPONENTS, Type Product Plant(s) Material Description Standard Starter Strip Shingle H-TX,OR Accessory Starter Strip Plus MN,OR. ASTM D3462 starter strips for asphalt roof shingles Starter SRS TopShield Starter MN,OR Strips Starter Shingle Roll NH ASTM D1970 mineral-surfaced,fiberglass-reinforced, self-adhering SBS modified bitumen starter Supreme" GA,CA,CO,I-TX,NJ,OH, ASTM D3462 fiberglass reinforced 3-tab asphalt TN,OR,IL roof shingles Berkshire' MN ASTM D3462 fiberglass reinforced,4-tab asphalt roof shingles Duration'Premium CA,OR Asphalt Duration'Premium COOL CA Shingles TruDefinition'Duration' IN,CA,CO,I-TX,FL,NJ,OH, TruDefinition'Duration' MN,OR,GA,IL,TN fiberglass reinforced,laminated Designer Color Collection ASTM D3462 GA,IN,CA,CO,H-TX,I-TX, asphalt roof shingles Oakridge' FL,NJ OH,TN Tru Definition'Oakridge° H-TX,I-TX WeatherGuard'HP TN NEMO ETC,LLC Evaluation Report 037940.02.12-11I1 Certificate ojAuthorization#32455 7T"EDITION(2020)FBC NON-HVH2 EVALUATION FL10674-1116 Owens Corning Asphalt Roof Shingles Revision 11:12/11/2020 Page 2 of 10 OONEMoletc. TABLE A:ASPHALT'SHINGLE COMPONENTS , Material _ Type Product Plant(s) Description Standard Berkshire Hip and Ridge MN Shingles with Sealant _ Hip and. DuraRidge®Hip.and Ridge MN fiberglass reinforced,hip and ridge Ridge Shingles with Sealant ASTM D3462 Shingles ProEdge® GA,CA;OH,OR asphalt roof shingles WeatherGuard'HP Hip and TN Ridge Shingles f- MIst_.x� 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/ryas used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in FBC High Velocity Hurricane Zone jurisdictions(i.e., Broward and Miami- Dade Counties). 5.3 This Evaluation Report pertains to above-deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. 5.4 This Evaluation Report does not include evaluation of fire classification. Refer to FBC 1505 for requirements and limitations regarding roof assembly fire classification. Refer to FBC 2603 for requirements and limitations concerning the use of foam plastic insulation. 5_5 Wind Classification: Refer to Section 6 for installation requirements to meet wind classifications TABLE 2A:WIND CLASSIFICATIONS;ASPHALT SHINGLES Product FBC Table 1507.2.7.1 or R905.2.6.1 Supreme Berkshire' Duration'Premium Duration'Premium COOL TruDefinition'Duration' ASTM D3161(F)&ASTM D7158(H) TruDefinition'Duration'Designer Color Collection Oakridge' TruDefinition'Oakridge' WeatherGuard'HP 5.5.1 Classification by ASTM D7158: ASTM.D7158,Class H applies only to exposure category B or C and a building 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. NEMO ETC,LLC Evaluation Report 037940.02.12-1111 Certificate of Authorization#32455 7T"EDITION(2020)FBC NON-HVHZ EVALUATION FL10674-R16 Owens Corning Asphalt Roof Shingles Revision 11:12/11/2020 Page 3 of 10 NNEMO etc. TABLE 213:WIND CLASSIFICATIONS,STARTER STRIPS AND HIP&RIDGE Type Product FBC Table 1507.2.7.1 or R905.2.6.1 Starter Strip Shingle Starter Strip_s Starter Strip Plus ASTM D3161,Class F SRS TopShield Starter Berkshire'Hip and Ridge Shingles with Sealant Hip'&,Ridge DuraRidge®Hip and Ridge Shingles with Sealant ASTM D3161,Class F Shingles ProEdge° WeatherGuarde HP Hip and Ridge Shingles 5.5.2 Refer to Owens Corning published information on wind resistance and installation limitations. 5.6 All components in the roof assembly shall have quality assurance audit in accordance with F.A.C. Rule 61G20-3. Refer to the Product Approval of the component manufacturer for components that are produced by a Product Manufacturer other than the report holder on Page 1 of this Evaluation Report. • 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. 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,subject to the limitations set forth in FBC Section 1511 or R908 and published installation instructions. 6.2 ACCESSORY STARTERS: 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(5)nails per strip. Felt underlayment Deck Febundedayment Deck Sel(Ladhered WeatherLock,? Self-adhered underlayment Weatherlock° s (._ underlayment �. —" Drip edge Drip_, — Drip edge edge edge edgee J Nailslneated y Nails located 2"-3"from eave 0-3"from eave Install adhesive first Self-sealing adhesive Instal first Starter StripPl+s positioned save Starter Ship ._�.-•- positioned along eave with 6"removed - \ P s shingle with \ 6"removed Starter Strip Plus overhangs eaves and rakes V4°-314' Starter Strip shingle overhangs eaves and rakes Si-r/i' P a Figure 1:Minimum Nailing,Starter Strip Figure 2:Minimum Nailing,Starter Strip Plus NEM0 ETC,LLC Evaluation Report 037940.02.12-1131 Certijcote ojAuthorizotion N32455 7T"EDITION(2020)FBC NON-HVHZ EVALUATION F1.10674-1116 Owens Corning Asphalt Roof Shingles Revision 11:12/11/2020 Page 4 of 10 NNEMOjetc. 6.2.2 Installation of Starter Shingle Roll shall comply with the Owens Corning current published instructions. Deck f R<, Underlayment Drip edge = v Drip edge - I � yrY Starter Shingle Roll adhered directly to underlayment and primed drip edge xf. Self-sealing adhesive positioned along eaves Figure 3:Starter Shingle Roll 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: ➢ 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. 6.3.1.1 Supreme: Normal Mansard or Area pare Normal Mansard or Area pare Wind Areas High Wind desvenes y Wind Areas High Wind desvanes y Area pare vientos normares Areas vientos fuertes Area pare vientos normeies Areas vientos fuertes r1• 2" (BI r-2" 1"� �" {AI "Z r�. 2- (Bl 2. 1.-1 it it� �2 �zt W Exposure 5 5/8"Exposure Exposicidn Exposicidn Figure 4:Minimum Nailing,Supreme Figure 5:Minimum Nailing,Supreme (Standard Size) (Metric Size) NEMO ETC,LLC Evaluation Report 037940.02.12-1131 Certificate of Authorization#32455 7T"EDITION(2020)FBC NON-HVH2 EVALUATION FL10674-1116 Owens Corning Asphalt Roof Shingles Revision 11:12/11/2020 Page 5 of 10 f► NEmo j etc.. 6.3.1.2 Berkshire®: Sealant'strip:_ Sealant strip f.a 2ha doYeRada 1a tiro de sellador S V2 9 Vf _. a .,, 9 Vt 8 Vt `JT Q 8 IA" 8�h 8 W, _ _ r Figure 6: S-Nail Pattern,Berkshire Figure 7: 6-Nail Pattern,Berkshire Sealant strip to tlra de selladnr. r � ri*T- 2, Asphalt roofing cement, Cemenfade fechada asfa8o' Figure 8: Mansard or Steep Slope Pattern,Berkshire NEW ETC,LLC Evaluation Report 037940.02.12-1131 Certificate oJAuthorizotion#32455 7T"EDITION(2020)FBC NON-HVHZ EVALUATION FL10674-R16 Owens Corning Asphalt Roof Shingles Revision 11:12/11/2020 Page 6 of 10 NNEMOjetc. 6.3.1.3 Duration® Premium TruDefinition® Duration Duration® Premium COOL & TruDefinition® Duration® Designer Color Collection: 4-Nail.Fastening,Pattern SureNail0;fastening aredwidth . NSiI,_T)rpical: I -r� - `•�sCnnuriH 4w:V�t^� • � ,ar:156u�wd�aa_O'� •"• OrensComing SweNai'g• .:•' M.t- 8-1t8" . eapasure 'oti" 4 rk.'; t s Figure 9:Standard 4-Nail Pattern,Duration 6-Nail,Fastening Pattern SureNaO®fastening area wldth; Nail.Typical, 1 12" 12" 1 pwlnv'Gmn+nH Sur¢Na;i ,;,•d..:= �:.Pang&nuaoa suaena� ._•�reres C«iiinASwlN3�'u'i= •;~ 8.1is l:p.sw Figure 10: 6-Nail Pattern,Duration `Fasteningfor.Slopes Greater Than 21:12. . SureNallO tastening area width /r Nail,Typical 127 •Mzns CominHSmuNaAv • ,�,,�eRem56u,w"p suwnp #O»enb Cornlnp Swil:aGK` - • st' 8.118' 5-5/8" eipoDufe # 1 12" Four 1"Spots'otAsphalt Roofing Cement:. Figure 11: Mansard or Steep Slope Pattern,Duration NEMO ETC,LLC Evaluation Report 037940.02.12-1111 Certificate of Authorization#32455 7TH EDITION(2020)FBC NON-HVHZ EVALUATION FL10674-R16 Owens Corning Asphalt Roof Shingles Revision 11:12/11/2020 Page 7 of 10 r NNEMOjetc. 6.3.1.4 TruDefinition®Oakridge®,Oakridse®: 4 Nail Pattern 6 Nail Pattern Fsquema con 4 clavos fsqueina con 6 clavos 1° 1" 5 5/9" sure osure Exp ' Nails p°•5 5/8"Ex Nails' Fxposiclonde66/8pulg. clavos Fxposicidnde65/8pufg. 55/8'Exposule clavos 55/8"Expos e &position de 55/8pulg. Fxposici6n de 55/8pu1g. Figure 12:Standard 4-Nail Pattern,Oakridge Figure 13:6-Nail Pattern,Oakridge Fastening for Slopes Greater Than 21:12 SureNallO fastening area width Nai1,Typical 1" 12" 12" 1" •'it"o's an"0-0 •0w 1C_ i-1. '•• ".o"eur Four 1"Spots`of Asphalt Roofing Cement Figure 14:Mansard or Steep-Slope Pattern,Oakridge 6.3.1.5 WeatherGuard®HP: 6Nail Pattern Esquema con 6 clavos Nail 6 118"from bottom of shingle 5 518"Ex DSllre 6 Fasteners Gave a 6 118 ping.de la Exposition de 5 518 pulg. 6 sujetadores pate inferior de la teja l t pig. I2pfg. >I �t IZpig, 1 wxik 1 Pl4 — I 2' —i•I '� 2- 12 pul; • — Su'� Claos 5 5i8 Exaxue 5 V31 Ez�as re Four 1'Spots of Asphalt Roof Cement Eapas✓en de 5 5B pa g. Ezpasfeaxl do 5 5i8 pu}g. Cuafro puntos do cemenfo de Whodeas/ to de?pulgada Figure 15:6-Nail Pattern,WeatherGuard HP Figure 16:Mansard or Steep-Slope Pattern,WeatherGuard HP NEMO ETC,LLC Evaluation Report 037940.02.12-1111 Certificate ojAuthorization N32455 7T"EDITION(2020)FBC NON-HVHZ EVALUATION FL10674-1116 Owens Corning Asphalt Roof Shingles Revision 11:12/11/2020 Page 8 of 10 t . ONEmojetc. 6.4 HIP AND 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 and Ridge Shingles with Sealant require minimum two(2)nails per shingle. ➢ WeatherGuard®HP Hip and Ridge Shingles and ProEdge®require minimum four(4) nails per shingle. Refer to Owens Corning published information on wind resistance and installation limitations. 6.4.1.1 Berkshire®Hip and Ridge with Sealant and DuraRidge®Hip and Ridge Shingles with Sealant: Fig. A Fig. B Prevailing Wind Direction Top View E— Direccion del viento predominante Vista superior I1" 1"IH Nail 2 ss 8s clavo Nails pOwensComingSureNag • Clavos I I A I I I I I I cl p 8.. 95 co �l a 1it—e"Exposure 01 c IExposicibn de 8 pulg I 12" Figure 17:Isometric View,Berkshire and DuraRidge Figure 18:Plan View,Berkshire and DuraRidge 6.4.1.2 WeatherGuard®HP Hip and Ridge Shingles: Fig.A: 94 Fig.C Hip&Ridge Shingle Fastening Prevalling Wind Top View t-Dlrectlon A. Nails 4 4 r I i Nails Nulls A, I I7" V ta. A � �.- A� Exposure g Exposure Figure 19:Isometric View,WeatherGuard HP Hip and Ridge Figure 20: `Plan View,WeatherGuard HP Hip and Ridge NEMO ETC,LLC Evaluation Report 037940.02.12-1111 Certificate of Authorization#32455 7T"EDITION(2020)FBC NON-HVHZ EVALUATION FL10674-1116 Owens Corning Asphalt Roof Shingles Revision 11:12/11/2020 Page 9 of 10 ONEMOletc. 6.4.1.3 ProEdlae®: Prevailing Standard —11 Wind Direction Fastening Sealant Strip Pattern L 6'Exposure hI wlhl ..i, 12' Sealant FAsten 711:: 7��: 6"Exposure Cover Exposed Fasteners with Roof Cement Figure 21:Isometric View,ProEdge . Figure 22: Plan View,ProEdge • As required by the Building Official or Authority Having Jurisdiction to properly evaluate the installation of this product. MANUFACTURING PLANTS' Contact the named QA entity for manufacturing facilities covered by F.A.C.Rule 61G20-3 QA requirements. Refer to Section 4 herein for products and production locations having met codified material standards. 9. • PRI Construction Materials Technologies,LLC—QUA9110; 813 621-5777;bwilson@pricmt.com END OF EVALUATION REPORT- NEMO ETC,LLC Evaluation Report 037940.02.12-1111 Certificate of Authorization#32455 f"EDITION(2020)FBC NON-HVHZ EVALUATION FL10674-1116 Owens Corning Asphalt Roof Shingles Revision 11:12/11/2020 Page 10 of 10