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Home My WebLink AboutProduct Approval .I I b + P n BCIS Home i Log In I User Registration i Hot Topics I Submit Surcharge Stats&Facts i Publications I FBC Staff BCIS Site Map Florida "' Product Approval r � USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail • FL# FL2569-1113 Application Type Revision Code Version 2017 Application Status Approved Comments 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-Etienne Mathieu Address/Phone/Email 1688 Jean-Berchmans-Michaud Drummondville, NON-US 00000 (819) 478-2400 Ext 3327 memathieu@soprema.ca Quality Assurance Representative Jean-Francois Cote, Ph.D. Address/Phone/Email 1640 rue Haggarty Drummondville (888) 811-3145 jfcote@soprema.ca Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or e Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Robert J. M. Nieminen the 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 i% Validation Checklist- Hardcopy Received Certificate of Independence FL2569 R13 COI 2017 01 COI Nieminen.odf Referenced Standard and Year(of Standard) Standard ASTM D1970 ASTM D6163 FM 4474 FRSA/TRI April 2012 (04-12) TAS 110 UL 1897 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/09/2017 Date Validated 10/11/2017 Date Pending FBC Approval 10/15/2017 Date Approved 12/12/2017 Summary of Products FL# Model, Number or Name Description 2569.1 Soprema Roof Self adhering roof underlayments Underlayments Limits of Use Installation Instructions Approved for use in HVHZ: No FL2569 R13 II 2017 10 FINAL ER SOPREMA CA UNDERLAY Approved for use outside HVHZ: Yes R13.odf Impact Resistant: N/A Verified By: Robert Nieminen, P.E. PE-59166 Design Pressure: +N/A/-150 Created by Independent Third Party: Yes Other: 1.) Refer to ER Section 5 for Limits Evaluation Reports of Use. 2.)The design pressure noted herein FL2569 R13 AE 2017 10 FINAL ER SOPREMA CA UNDERLA` pertains to underlayment systems used R13.odf beneath adhesive-set tile systems. Refer to Created by Independent Third Party: Yes ER Section 5.6.4 for details. Bacic idext 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 Statement::Accessibility Statement::Ref 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, mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pu 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not ME address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee unt please click here. Product Approval Accepts: fru„ W] ® hr_k I ZZ Credit Card Safe EXTERIOR RESEARCH&DESIGN,LLC. Certificate of Authorization#/9503 TRINITY(��® 353 CHRISTIAN STREET,UNIT#13 1 OXFORD,CT 06478 (203)262-9245 EVALUATION REPORT Soprema,Inc. Evaluation Report S18010.06.09-1111 1640 rue Haggerty FL2569-1113 Drummondville,Qu6bec J2C 5P8 Canada Date of Issuance:06/15/2009 (819)478-2400 Revision 11:10/06/2017 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 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. if the product changes or the referenced Quality Assurance documentation changes. Trinity)ERD 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 "Trinity IERD 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: \ \NIL1f�l1 Robert J.M.Nieminen P.E. '•j 5 ,_ �1 The facsimile seal appearing was authorized by Robert Florida Registration NO.59166,Florida DG4 ANE1983 's J ' Nieminen,P.E.on 10/06/2017.This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. Trinity IERD 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. Trinity ERD 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 Trinityl ERD 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. `>t TRINITY ER® i ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Underlayment Compliance Statement: Roof Underlayments, as produced by Soprema, have demonstrated compliance with the following sections of the 6th Edition (2017) Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1504.3.1 Wind Resistance FM 4474 2011 1504.3.1 Wind Uplift UL 1897 2012 1507.1.1,T1507.1.1,1507.2.9.2 Physical Properties ASTM D1970 2015 1507.3.3 Physical Properties FRSA/TRI April 2012 2012 FRSA/TRI April 2012(04-12) Physical Properties ASTM D6163 2008 TAS 110 Accelerated Weathering TAS 110 2000 3. REFERENCES: knifty Examination Reference Date ERD(TST6049) ASTM D1970/TAS 110 2968.05.04-2 05/14/2004 ERD(TST6049) Physical Properties 2757.02.05 02/03/2005 ERD(TST6049) ASTM D1970/TAS 110 2974.03.05-2 05/17/2005 ERD(TST6049) Wind Resistance 2778.07.05 07/15/2005 ERD(TST6049) Wind Resistance 2779.11.05-R1 04/18/2007 ERD(TST6049) TAS 103/TAS 110 57120.11.07-2 11/02/2007 ERD(TST6049) ASTM D1970/TAS 110 513190.02.09-R1 04/01/2010 ERD(TST6049) ASTM D1970/TAS 110 S31370.03.10-1-R1 04/07/2010 ERD(TST6049) Physical Properties/Tensile Adhesion 511150.05.10-R1 09/09/2010 ERD(TST6049) Physical Properties/Tensile Adhesion S11150.05.09-112 10/05/2010 ERD(TST6049) ASTM D1970 S37210.11.11 11/09/2011 ERD(TST6049) ASTM D1970 540540.02.13-1 02/19/2013 ERD(TST6049) Physical Properties/Tensile Adhesion S43530.02.14-1 02/21/2014 ERD(TST6049) Physical Properties/Tensile Adhesion SOPC-SC7645.02.15 02/13/2015 ERD(TST6049) Accelerated Weathering SOPC-SC8520.14 04/17/2015 ERD(TST6049) Wind Resistance SOPC-SC14045.05.17-R1 06/07/2017 M-D(CER1592) HVHZ Compliance 15-0508.04 09/24/2015 ICC-ES(EVL2396) 2015 IBC Compliance ESR-1524 03/01/2017 PRI(TST5878) Physical Properties SOP-064-02-01 12/03/2013 Soprema,Inc.(PDM3511) Equivalency Declaration SA SMOOTH PLY 40 06/29/2015 UL,LLC(QUA9625) Quality Control Service Confirmation Exp.07/18/2020 4. PRODUCT DESCRIPTION: 4.1 Lastobond TU HT is a self-adhering, non-woven polyester fabric surfaced, SBS modified bitumen roof underlayment;meets ASTM D1970 and FRSA/TRI April 2012(04-12). 4.2 Lastobond Shield is a self-adhering, woven polyethylene surfaced, SBS modified bitumen roof underlayment available in two widths;36 and 45 inch; meets ASTM D1970. 4.3 RESISTO SA SMOOTH PLY 40 is a self-adhering,woven polyethylene surfaced, SBS modified bitumen roof underlayment;available in 3.3 ft x 65 ft rolls;meets ASTM D1970. 4.4 Lastobond Shield HT is a self-adhering, woven polyethylene surfaced, high temperature, SBS modified bitumen roof underlayment; meets ASTM D1970. Exterior Research and Design,U.C. Evaluation Report 518010.06.09-1111 Certificate ofAuthorizotion#9503 6'EDITION(2017)FBC NON-HVHZ EVALUATION FL2569-1113 Soprema,Inc. Revision 11:10/06/2017 Page 2 of 8 "STRINPY11ERD 4.5 Lastobond Pro HT-N is a self-adhering, woven polyethylene surfaced, SBS modified bitumen roof underlayment available in two widths;36 and 45 inch;meets ASTM D1970. 4.6 Lastobond Pro HT-S is a self-adhering, woven polyethylene surfaced, high temperature, SBS modified bitumen roof underlayment;meets ASTM D1970. 4.7 Lastobond 195 is a self-adhering, glass-mat reinforced, sand-surfaced, SBS modified bitumen roof underlayment; meets ASTM D1970. 4.8 Lastobond Eaves Protection Sheet is a self-adhering, glass-mat reinforced,.sand-surfaced, SBS modified bitumen roof underlayment;meets ASTM D1970. 4.9 Lastobond Eco is a self-adhering, glass-mat reinforced, sand-surfaced, SBS modified bitumen roof underlayment;meets ASTM D1970. 4.10 Lastobond Smooth Seal HT is a self-adhering, glass-mat reinforced, film-surfaced, SBS modified bitumen roof underlayment;meets ASTM D1970. 4.11 RESISTO LB1236 is a self-adhering, glass-mat reinforced, sand-surfaced, SBS modified bitumen roof underlayment,with a 36-inch sheet width;meets ASTM D1970. 4.12 PrimeSource Grip-Rite Eave&Valley Protector is a self-adhering,glass-mat reinforced,sand-surfaced,SBS modified bitumen roof underlayment,with a 36-inch sheet width;meets ASTM D1970. 4.13 RESISTO LB1244 is a self-adhering, glass-mat reinforced, sand-surfaced, SBS modified bitumen roof underlayment,with a 44-inch sheet width;meets ASTM D1970. 4.14 Colphene FR GR is a self-adhering, fiberglass reinforced, granule-surfaced, SBS modified bitumen roof underlayment;meets ASTM D1970 and FRSA/TRI April 2012(04-12). S. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions. 5.3 Fire Classification is not part of this 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 16 ROOF COVER OPTIONS Underlayment Asphalt Nail-On Foam-On Metal Wood Shakes& Slate Shingles Tile Tile Shingles Lastobond TU HT Yes Yes Yes Yes Yes Yes See 5.5.1 Lastobond Shield/Pro HT-N/RESISTO SA SMOOTH PLY 40 Yes No No No . : Yes Yes Lastobond Shield HT/Pro HT-S Yes, No No Yes ` Yes Yes Lastobond Eaves Protection Sheet/ Lastobond 195 Yes No No No Yes Yes Lastobond ECO /RESISTO LB1236,Grip- Rite Eave&Valley Protector/RESISTO Yes No No No Yes Yes LB1244 Exterior Research and Design,U.C. Evaluation Report S18010.06.09-R11 Certificate of Authorization#9503 6r"EDITION(2017)FBC NON-HVHZ EVALUATION FL2569-1113 Soprema,Inc. Revision 11:10/06/2017 Page 3 of 8 I TABLE 1: ROOF COVER OPTIONS Asphalt Nail-On Foam-On Wood Shakes& Underlayment Metal Slate Shingles Tile Tile Shingles Lastobond Smooth Seal HT Yes No No Yes Yes Yes Colphene FR GR Yes Yes Yes No Yes Yes See 5.5.1 5.5.1 "Foam-On Tile"is limited to use of following Approved tile adhesives/underlayment combinations. TABLE 1A:ALLOWABLE TILE ADHESIVE/UNDERLAYMENT COMBINATIONS) Adhesive Florida Product Approval Underlayments Dow TileBondTM FL22525 Lastobond TU HT ICP Adhesives Polyset®AH-160 FL6332 Lastobond TU HT or Colphene FR GR 5.6 Allowable Substrates: 5.6.1 Direct-Bond to Deck: Lastobond Shield, Lastobond Pro HT-N, RESISTO SA SMOOTH PLY 40, Lastobond Shield HT, Lastobond Pro HT-S, Lastobond TU HT,Lastobond Eaves Protection Sheet, Lastobond 195, Lastobond ECO, RESISTO LB1236,Grip-Rite Eave&Valley Protector,RESISTO LB1244 or Lastobond Smooth Seal HT applied to: ➢ Plywood;ASTM D41 primed plywood; OSB;ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41 primed Southern Yellow Pine;ASTM D41 primed structural concrete. Colphene FR GR applied to: ➢ Plywood;ASTM D41 primed plywood;ASTM D41 primed structural concrete. Note: ➢ While not required over plywood, OSB or Southern Yellow Pine substrates, Soprema recommends priming with Elastocol Stick or Elastocol 600c if the final roof cover is not slated for installation within 24 hours. ➢ Soprema requires tongue-and-groove board decking be covered with plywood or OSB prior to installation of the self-adhering underlayment. 5.6.2 Bond-to-Insulation: Lastobond Shield, Lastobond Pro HT-N, RESISTO SA SMOOTH PLY 40, Lastobond Shield HT, Lastobond Pro HT-S, Lastobond TU HT,Lastobond Eaves Protection Sheet, Lastobond 195,Lastobond ECO, RESISTO LB1236, Grip-Rite Eave &Valley Protector, RESISTO LB1244, Lastobond Smooth Seal HT or Colphene FR GR applied to: ➢ Dens Deck Prime;SECUROCK Gypsum-Fiber Roof Board. For installation under mechanically attached prepared roof coverings, insulation 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 UL1807. 1 Refer to Tile Manufacturers or Adhesive Manufacturers Florida Product Approval for Overturning Moment Resistance Performance. Exterior Research and Design,LLC. Evaluation Report S18030.06.09-R31 Certificate ofAutharization#9503 6'EDITION(2017)FBC NON-HVHZ EVALUATION FL2569-R13 Soprema,Inc. Revision 11:10/06/2017 Page 4 of 8 L r �J TRINITY I ER® f 5.6.3 Bond to Mechanically Attached Base Laver: Lastobond Shield, Lastobond Pro HT-N, RESISTO SA SMOOTH PLY 40, Lastobond Shield HT, Lastobond Pro HT-S, Lastobond TU HT, Lastobond Eaves Protection Sheet, Lastobond 195, Lastobond ECO, RESISTO LB1236,Grip-Rite Eave&Valley Protector, RESISTO LB1244, Lastobond Smooth Seal HT or Colphene FR GR applied to: ➢ ASTM D226,Type I or II felt;Sopra-G; Modified Sopra-G. For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. For installations under foam-on the systems (Lastobond TU HT only), base layer shall be attached in accordance with FRSA/TRI April 2012(04-12). 5.6.4 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 1 margin of safety per FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012(04-12)or FBC 1609 for determination of design wind pressures. #1 Maximum Design Pressure=-45.0 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: (Optional)Elastocol Stick,Elastocol 600c or RESISTO EXTERIOR PRIMER Underlayment: Lastobond TU HT or Colphene FR GR,self-adhered. #2 Maximum Design Pressure=-67.5 psf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: Elastocol 600c Underlayment: Lastobond TU HT or Colphene FR GR,self-adhered. #3 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, shall be thoroughly roll using hand roller and/or weighted roller to ensure there are no voids,and ensure there are no voids/bridging at side and end-laps. #4 Maximum Design Pressure=-60.0 psf: Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Sopra-G or Modified Sopra-G mechanically attached with nails (FBC 1517.5.1) and tin caps (FBC 1517.5.2) spaced 6-inch o.c. at the 4-inch laps and 6-inch o.c. in three (3), equally spaced rows in the center of the sheet. Underlayment: Lastobond TU HT or Colphene FR GR,self-adhered 5.6.4.1 All other direct-deck, adhered Soprema underlayment systems beneath foam-on tile systems carry a Maximum Design Pressure of-45 psf. Exterior Research and Design,U.C. Evaluation Report S18010.06.09-Rll Certificate of Authorization 119503 6'EDITION(2017)FBC NON-HVHZ EVALUATION FL2569-R13 Soprema,Inc. Revision 11:10/06/2017 Page 5 of 8 S TYIERD 5.6.4.2 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, Lastobond Smooth Seal HT, 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 or Lastobond Pro HT-S shall not be left exposed for longer than 90-days after installation. Lastobond TU HT or Colphene FR GR shall not be left exposed for longer than 180-days after installation. 5.8 Tile Slippage Limitations(TAS 103 per FRSA/TRI April 2012(04-12)): 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. TABLE 2: TILE SLIPPAGE LIMITATIONS FOR DIRECT-DECK TILE INSTALLATIONS Underlayment Tile Profile Staging Method MaximumSlope 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 6:12 on slope,as shown below) Eft L4 Lastobond TU HT Lugged 5 s x t ; Colphene FR GR Flat Max.10-tile stack 5:12 Lugged Max.10-tile stack 6:12 i Exterior Research and Design,I.I.C. Evaluation Report S18010.06.09-1111 Certificate of Authorization#9503 6'EDITION(2017)FBC NON-HVHZ EVALUATION FL2569-1113 Soprema,Inc. Revision 11:10/06/2017 Page 6 of 8 j \\\ orRINITYIERD 6. INSTALLATION: 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. 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 with Elastocol Stick, Elastocol 600c 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, Lastobond Eaves Protection Sheet, Lastobond 195, Lastobond:Eco, Lastobond -n: Smooth'Seal HT,RESISTO 81236;Grip-Rite Eave&Valley Protector;RESISTO'LB1244 or Colphene FR GR: 6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed. 6.3.2 Non-Tile Applications: While priming is optional, 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. Apply sheet parallel to the roof edge. Roll out approximately 10 ft of membrane and peel back the first 3 ft of release film. Adhere the exposed part to the substrate and unroll the remaining membrane as far as possible. Once the entire length of membrane is in place, peel-off the release film diagonally while holding the membrane tight. Firmly roll the membrane into place to achieve a bond. Horizontal seams should be minimum 3-inches, configured to shed water. Vertical seams should be 6- inches and staggered not less than 2-ft from vertical seams in the course below. All over-granule end-laps shall be sealed using either heat-welding or hot air welding techniques. When installing at slopes above 8:12,Soprema recommends back-nailing in the overlap area at the top of the sheet at 12-inch o.c. For Valleys and Ridges: Cut underlayment into 4 to 6 foot lengths. Peel the release paper and center sheet over valley or ridge. Drape and press sheet into place, working from the center of the valley or ridge in each direction. For valleys,apply the sheet starting at the lowest point and work upward. 6.3.3 Tile Applications(Lastobond TU HT or Colphene FR GR only): Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions noted above as a guideline. For foam-on tile applications, reference is made to Section 5.6.4 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 2 herein,and Soprema published requirements for the staging. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. Exterior Research and Design,U.C. Evaluation Report 518010.06.09-1111 Certificate of Authorization(/9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION F1.2569-1113 Soprema,Inc. Revision 11:10/06/2017 Page 7 of 8 J TRINITY!ER® 8. MANUFACTURING PLANTS: Contact the noted QA agency for information on product locations covered for F.A.C. 61G20-3 QA requirements. The following plants have qualified products under their respective physical properties specifications. Plant Specification Product Us Lastobond Shield,RESISTO SA SMOOTH PLY 40,Lastobond Shield HT, Drummondville, Lastobond Pro HT-N,Lastobond Pro HT-S,Lastobond 195,Lastobond QC(Canada) ASTM D1970 Eaves Protection Sheet,Lastobond Eco,Lastobond Smooth Seal HT, RESISTO LB1236,PrimeSource Grip-Rite Eave&Valley Protector, RESISTO LB1244 ASTM D1970&FRSA/TRI 04-12 Colphene FR GR Wadsworth,OH Lastobond 195,Lastobond Eaves Protection Sheet,Lastobond Eco, ASTM D1970 Lastobond Smooth Seal HT,RESISTO LB1236,PrimeSource Grip-Rite Eave&Valley Protector,RESISTO LB1244 ASTM D1970&FRSA/TRI 04-12 Lastobond TU HT;Colphene FR GR Gulfport,MS Lastobond 195,Lastobond Eaves Protection Sheet,Lastobond Eco, ASTM D1970 Lastobond Smooth Seal HT,RESISTO LB1236,PrimeSource Grip-Rite Eave&Valley Protector,RESISTO LB1244 9. QUALITY ASSURANCE ENTITY: UL, LLC—QUA9625;(314)578-3406;k.chancellor@us.ul.com -END OF EVALUATION REPORT- Exterior Research and Design,U.C. Evaluation Report 518010.06.09-1111 Certificate of Authorization#9503 6'EDITION(2017)FBC NON-HVHZ EVALUATION FL2569-1113 Soprema,Inc. Revision 11:10/06/2017 Page 8 of 8 Y t BCIS Home Log In I User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications I FBC Staff BCIS Site Map --=i � ' Product Approval t -- USER:Public User dbor cr a tiHa�:�n�F'�v I.ra± Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL5444-R12 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer CertainTeed Corporation-Roofing Address/Phone/Email 20 Moores Road Malvern, PA 19355 (610) 893-5400 mark.d.harner@saint-gobain.com Authorized Signature Mark Harrier mark.d.harner@saint-gobain.com Technical Representative Mark D. Harner Address/Phone/Email 18 Moores Road Malvern, PA 19355 (610) 651-5847 Mark.D.Harner@saint-gobain.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or is Professional Engineer !T Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 03/09/2020 Validated By John W. Knezevich, PE d' Validation Checklist- Hardcopy Received Certificate of Independence FL5444 R12 COI 2017 01 COI Nieminen.pdf Referenced Standard and Year(of Standard) Standard Yea ASTM D3161 201 S t ASTM D3462 201 ASTM D7158 201 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/07/2017 Date Validated 09/12/2017 Date Pending FBC Approval 09/15/2017 Date Approved 12/12/2017 Summary of Products FL# Model, Number or Name Description 5444.1 CertainTeed Asphalt Roof Shingles 3-tab, 4-tab, strip (no-cut-outs), laminated an asphalt roof shingles Limits of Use Installation Instructions Approved for use in HVHZ: No FL5444 R12 II 2017 09 FINAL ER CERTAIP Approved for use outside HVHZ:Yes SHINGLES FL5444-R12.Ddf Impact Resistant: N/A Verified By: Robert Nieminen, PE PE-59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER Section 5 for Limits of Use Evaluation Reports FL5444 R12 AE 2017 09 FINAL ER CERTAI SHINGLES FL5444-R12.pdf Created by Independent Third Party: Yes aa�l� r3ext 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 Statement::Accessibility Statement::Ref 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, mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pu 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wi=- address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee uni please click here. Product Approval Accepts: Credit Card Safe i QOTRINITYIERD EXTERIOR RESEARCH&DESIGN,LLC. Certificate of Authorization/!9503 353 CHRISTIAN STREET,UNIT#13 OXFORD,CT 06478 1 (203)262-9245 EVALUATION REPORT CertainTeed Corporation Evaluation Report 3532.09.05-1113 20 Moores Road FL5444-1112 Malvern, PA 19355 Date of Issuance:09/22/2005 (610)651-5847 Revision 13:09/05/2017 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: CertainTeed Asphalt Roof Shingles. LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1/R905.2.6.1 CONTINUED COMPLIANCE: This Evaluation Report is valid until 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. if the product changes or the referenced Quality Assurance documentation changes. Trinity IERD 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 "TrinitylERD 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 12. Prepared by: ,,,`,�,tn9rrp1�r••� y Q".�\a'-52185•.i' Robert J.M.Nieminen,P.E. •''��F R,0VY1C ' The facsimile seal appearing was authorized by Robert Nieminen, Florida Registration No.59166,Florida DCAANE1983 'i. s— P.E.on 09/05/2017.This does not serve asanelectronically signed document. CERTIFICATION OF INDEPENDENCE: 1. Trinity IERD 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. Trinity I ERD 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 Trinity ERD 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. TRINITYJ ERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roof Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the 6`h Edition (2017) Florida Building Code and 6th Edition (2017) Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations/Conditions of Use set forth herein. 2. STANDARDS: Section PropertV Standard Year 1507.2.5,R905.2.4 Physical Properties ASTM D3462 2010 1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D3161 2016 1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D7158 2011 3. REFERENCES: Entity Examination Reference Date UL(TST 1740) ASTM D3161 94NK9632 05/15/1998 UL(TST 1740) ASTM D3161 99NK26506 11/23/1999 UL(TST 1740) ASTM D3161 03CA12702 05/27/2003 UL(TST 1740) ASTM D3161 03CA12702 06/16/2003 UL(TST 1740) ASTM D3161 03NK29847 10/03/2003 UL(TST 1740) ASTM D3161 04CA11329 05/24/2004 UL(TST 1740) ASTM D3161 04CA32986 12/03/2004 UL(TST 1740) ASTM D3161 05NK07049 04/15/2005 UL(TST 1740) ASTM D3161 OSNK16778 05/12/2005 UL(TST 1740) ASTM D3161 05CA16778 05/12/2005 UL(TST 1740) ASTM D3161 OSNK14836 05/22/2005 UL(TST 1740) ASTM D3161 05NK22800 06/22/2005 UL(TST 1740) ASTM D3462 R684 09/21/2005 UL(TST 1740) ASTM D7158 05NK08037 06/28/2006 UL(TST 1740) ASTM D3161&D3462 09CA28873 07/23/2009 UL(TST 1740) ASTM D3462 IOCA41303 10/07/2010 UL(TST 1740) ASTM D3161 10CA41303 10/08/2010 UL(TST 1740) ASTM D7158 IOCA41303 10/27/2010 UL(TST 1740) ASTM D3161&D3462 10CA44960 11/11/2010 UL LLC(TST 9628) ASTM D3161,D3462&D7158 13CA32897 11/21/2013 UL LLC(TST 9628) ASTM D3161,133462 TFWZ.R684 04/22/2014 UL LLC(TST 9628) ASTM D7158 TGAH.R684 04/22/2014 UL LLC(TST 9628) ASTM D3161&D3462 4786334434 09/16/2014 UL LLC(TST 9628) ASTM D3161&D3462 4786570826 02/12/2015 UL LLC(TST 9628) ASTM D3161,D3462&D7158 4786570717 12/16/2015 UL LLC(TST 9628) ASTM D3161&D3462 4787195678 02/09/2016 UL LLC(TST 9628) ASTM D3161,D3462&D7158 4787380356 10/26/2016 UL LLC(TST 9628) ASTM D3462 4787380357 10/13/2016 UL LLC(TST 9628) ASTM D7158 4787380357 11/08/2016 UL LLC(TST 9628) ASTM D3161 4787380357 11/09/2016 UL LLC(TST 9628) ASTM D3161,D3462&D7158 4787586427 01/25/2017 UL LLC(QUA 9625) Quality Control Service Confirmation Exp.03/09/2020 Exterior Research and Design,LLC. Evaluation Report 3532.09.05-1113 Certificate of Authorization#9503 6'"EDITION(2017)FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles;(610)651-5847 Revision 13:09/05/2017 Page 2 of 12 s (Tf�INITYJERD 4. PRODUCT DESCRIPTION: 4.1 CT20'",XT'25,XT'30 and XT'30 IR are fiberglass reinforced,3-tab asphalt roof shingles. 4.2 Arcadia"", Belmont®, Belmont® IR, Carriage House Shangle®, Grand Manor Shangle®, LandmarkT" Landmark' IR, Landmark'"A Pro, LandmarkTm Premium, Landmark'" TL, LandmarkTM Solaris and Landmark'""Solaris IR are fiberglass reinforced,laminated asphalt roof shingles. 4.3 NorthGate" is a fiberglass reinforced,laminated,SBS modified bitumen roof shingle. 4.4 Presidential Shake'', Presidential Shake' IR, Presidential Shake TL' and Presidential Solaris' are fiberglass reinforced,architectural asphalt roof shingles. 4.5 Hatteras',Highland Slate""and Highland Slate'IR are fiberglass reinforced,4-tab asphalt roof shingles. 4.6 Patriot' is a fiberglass reinforced asphalt roof strip-shingle (with no cut-outs) providing a laminated appearance through an intermittent shadow line with contrasting blend drops for color definition. 4.7 Presidential Accessory, Accessory for Hatteras, Shangle Ridge', Shadow Ridge''", Cedar Crest'', Cedar Crest" IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip and ridge installation. 4.8 Any of the above listed shingles may be produced in AR(algae resistant)versions. I 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity IERD 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 within FBC HVHZ jurisdictions. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Wind Classification: 5.4.1 All shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161,Class F and/or ASTM D7158,Class H, indicating the shingles are acceptable for us in all wind zones UP to Vasa= 150 mph (V„It= 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 Presidential Accessory,Accessory for Hatteras,Shangle Ridge,Shadow.Ridge, Cedar Crest, NorthGate Ridge and NorthGate Accessory hip&ridge shingles have been evaluated in accordance with ASTM D3161, Class F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones up to Vasa=150 mph(Vint=194 mph). 5.4.3 Classification by ASTM D7158 applies 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. 5.4.3.1 Analysis in accordance with ASTM D7158 indicates the measured uplift resistance(RT)for the CertainTeed asphalt Roof shingles listed in Section 4.1 through 4.6 (except Presidential5olaris'")exceeds the calculated uplift force (FT) at a maximum design wind speed Of Vasd = 150 mph (Volt = 194 mph) for residential buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean roof height less than or equal to 60 feet. The shingles are permissible under Code for installation in these conditions using the installation procedures detailed in this Evaluation Report and CertainTeed minimum requirements, subject to minimum codified fastening requirements established within any local jurisdiction,which shall take precedence. 5.5 All products in the roof assembly shall have quality assurance audits in accordance with F.A.C. Rule 61G20- 3. Exterior Research and Design,I.I.C. Evaluation Report 3532.09.05-1113 Certificate of Authorization#9503 6'"EDITION(2017)FBC NON-HVHZ EVALUATION FL5444-1112 CertainTeed Asphalt Roof Shingles;(610)651-5847 Revision 13:09/05/2017 Page 3 of 12 �� RI�JI ER® 6. INSTALLATION: 6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. 6.1.1 Underlayment shall be acceptable to CertainTeed Corporation 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. 6.2 Installation of asphalt shingles shall comply with the CertainTeed Corporation current published instructions, using minimum four(4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6 and the minimum requirements herein. 6.2.1 Fasteners shall be in accordance with manufacturers published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.2.2 Where the roof slope exceeds 21 units vertical in 12 units horizontal,use the"Steep Slope"directions. 6.3 CertainTeed 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 CertainTeed published installation instructions. 6.4 CT20'',XT'""25,XT`30,XTT"30 IR: LOW AND STANDARD SLOPE STEEP SLOPE ENGLISH 12" 12" 12" Use four nails and six spots of asphalt roofing cement*for every full �—(305 mm)–d (305 mm)–x(305 mm)--� shingle(Figure 11-4).Asphalt roofing cement meeting ASTJI D4536 Tv(25 mm) Sealant 1"(25 mm) Type II is suggested. r -- -�- -- 5 5/8"(145 mm) 5112 Planloraood T � METRIC - -.��– Reeling Cement 1"(25 mm) Sealant 1"(25 mm) Apply 1"(25 mm)spots of asphalt roofing cement Ii under each tab corner. 5 /a, Figure 11-4:Use four nails and sir spots ofasphalt content on steep slopes "CAUTION.Excessive use of roofing cement can cause shingles to blister. Figure 11-3:Usefournailsforetviyfrdlsbingle. 6.4.1 Hip&Ridge for CT201",XT"""25,XTI 30,XT'30 IR: Cut Shingles (25 rum I�+ mm _–Remove-,. s\et\ t I t,n�npg 2" 305 mm)rI ) _V 125 mm)12"305 mmca Ca P P Shingle Shingle 6518 She ��AS�m oodP Figure 11-29:Cut tats,tLett Irtur Gack to make cap sUingles (Englisli dimensions sbown). �5 I Figure 11-25.Installation of caps along Ibe hips and ridges. 6.4.1.1 For ASTM D3161,Class F performance use BASF"Sonolastic®NP1`adhesive or Henkel "PL® Polyurethane Roof&Flashing Sealant",in accordance with CertainTeed requirements. Exterior Research and Design,I.I.C. Evaluation Report 3532.09.05-R13 Certificate of Authorization 119503 6'EDITION(2017)FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles;(610)651-5847 Revision 13:09/05/2017 Page 4 of 12 TRINITY 1 ER® 6.5 ARCADIA'"':< LOW AND STANDARD SLOPE STEEP SLOPE Use SIX nails for every fall shingle located as shown below. Use SIX nails and FOUR spots of asphalt roofing cement for every fill shingle as shown below.Apply asphalt roofing cement 1"(25 nuu) from edge of shingle.,Asphalt roofing cement meeting ASM D 4586 1}pe II is suggested. 1'(25 mm) r(25 mm) Nail L ne NaB Nail Line —1'(25 mm) 1'(25 MM)� f Figure 2:Use six nails for ever,fall sbingle. 3 f Figure :Use six nails end our spots o bell os g n f n roofing cement on steep slopes. 6.5.1 Hip&Ridge for ArcadiaTM': Cedar Crest',Cedar Crest'""IR Use two (2), minimum 1%-inch long fasteners per shingle. For the starter shingle, place fastener 1-inch from each side edge and about 2-inch up from the starter shingle's exposed butt edge,ensuring minimum %-inch embedment into the deck, or full penetration through the deck. For each full Cedar Crest shingle, place fasteners 8-5/8-inch up from its exposed butt edge and 1-inch from each side edge. For ASTM D3161,Class F performance use BASF"Sonolastic®N131"adhesive or Henkel "PL® Polyurethane Roof&Flashing Sealant",in accordance with CertainTeed requirements,to hand-seal Cedar Crest shingles. Apply NP 1 or PL adhesive from the middle of the shingle's raised overlay on the top piece and extending approximately 4-inch along the sides of the headlap along a line%to 1-inch from each side of the shingle's headlap. Immediately align and apply the overlying shingle,gently pressing tab sides into the adhesive,and install nails. To secure the other side,apply a 1-inch diameter spot of NP 1 or PL adhesive between the shingle layers. Hand-sealing adhesive 12' 1/4" .-- 4" 203 mm) (305 mm) osure Imo_ 3/4"---► I�— X219 c� 1" Dab of asphalt cement between 1„ shingle layers Exterior Research and Design,LLC. Evaluation Report 3532.09 OS-R 13 Certificate of Authorization#9503 6'"EDITION(2017)FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles;(610)651-5847 Revision 13:09/05/2017 Page 5 of 12 TRINITY!ERD 6.6 BELMONT®OR BELMONT®IR: Low and Standard Slope Steep Slope(greater than 21:12): (2:12 to 21:12): Use SEVEN nails and EIGHT spots of Use FIVE nails for every full Belmont shingle, asphalt roofing cement"for every full located as shown below. Belmont shingle-Apply asphalt roofing i cement 1"(25mm)from edge of shingle. 1rer1= '{ See below.Asphalt roofing cement meeting c3s i-- 1 1'(25nm) / ,'(25mr!�� ASTM D4586 Type II is suggested. t � ; 58(16rrn)UM MLJ I (8 m) 1112'(33 mm) �. Uiess { o Rdd:tional runs i1 mquirM. I— IL-1'(25 ran) / 1'(25 tm)—I — 1 I 5J8-(16"n) 8 518' i1< (220 nm) � • '� / :r /�'i } 1"(2 5 nm) P.cufing Cem!flt ---✓ 6.6.1 Hip&Ridge for Belmont®or Belmont®IR: 6.6.1.1 Option 1: For Belmont®,refer to instructions herein for Cedar Crest—or Cedar Crest'' IR hip and ridge shingles. For Belmont®IR, refer to instructions herein for Cedar CrestTM'IR hip and ridge shingles. 6.6.1.2 Option 2: For Belmont®: Shangle®Ridge 12'—> Sside 18° Exposure Remove tape from the right side 1° �`�g° and fasten SECOND Fthe .� Remove 858° RIGHT This Tape FIRST `y LEFT Figure 17-19:Installation of Shangdeo Ri Ige shingles Figure 17-18:Shangle'Rirlge. on hips and ridges. 6.6.1.3 For ASTM D3161,Class F performance use BASF"Sonolastic®NP11"adhesive or Henkel "PL Polyurethane Roof&Flashing Sealant",in accordance with CertainTeed requirements. Exterior Research and Design,U.C. Evaluation Report 3532.09.05-R33 Certificate ofAutharization#9503 6'EDITION(2017)FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles;(610)651-5847 Revision 13:09/05/2017 Page 6 of 12 li ti 6.7 CARRIAGE HOUSE SHANGLE®AND GRAND MANOR SHANdLE6- LOW AND STEEP SLOPE STANDARD SLOPE Use seven nails and three spots of asphalt roofing cement for every Use five nails for every fall Slutngle. full Grtnd Manor Spangle.Use-five nails and three spots of asphalt roofing cement for every full Carriage douse Spangle and Centennial Slate.Apply asphalt roofing cement 1'(25 mm)from edge of shingle (Figure 17-5)-sphalt roofing cement meeting ASTM 04586 Type 11 is suggested. h—(25 mm) � (25 mm) 7 1112.. 518" 8 5B" (38 mm) (16 mm) (220 mm) t•• or less�{ +1.. i �� (25 mm) I (25 ) Figure 17-�Usefire nails for every fall Grand,Ilauor Shangle, 518 85/8" Carriage house Sbangle,or Cenlelnlial.Slate. (16 mm)11 (220 mm) 1" 1 (25 ---- — —1 (25mm) Rooting Cement Figure 17-5.•When installing Grand manor.Shangles on stetp slopos. use seven nails and 1liree spois of asphall roofing cennent. 6.7.1 Hip&Ridge for Carriage House Shangle®and Grand Manor Shangle:Refer to instructions herein for Shangle®Ridge hip and ridge shingles 6.8 LANDMARK*"",L.ANDMAW14IR,LANDMARKTm PRO,LANDMARKT". PREMIUM,'LANDMARKTm TL,LANDMARK*'" SOLARIS,LANDMARKTm SOLARIS IR;NORTHGATE:, LOW AND STANDARD SLOPE LANDMARK TL METRI(DIMENSIONS131/7' 13" 131/2" 1—(343 mm)--(330 mm)—I--(343 mm)— j 12" 143/4" 12" IL-1"(25 mm) 1"(25 mm)— [--(305 mm)----(315 mm)—J—(305 mm)—� 1 (25 mm) Release Tape 1 (25 mm)—IFA 11/2' I Nailahle Area Figure 13-4:b'sefour nailsforereq frdlsLiugle NorthGate: I[DE naIL114 12' 14 314' 12' a1qEA Ir-- (305 mm)—+!+—(375 mm) —r— (305 mm)—1 r Nailing Limb f"~1 + ,( ) Uppernal the P(25 nm)— r- 1 25 mm Laver nallne ) fr. } Nalling areas for low and standard slopes(from 2:12 to 21:12) tial bet,veen upp>--r&Irr;er Ines es sho%vn above. Exterior Research and Design,LLC. Evaluation Report 3532.09.05-R13 Certificate ofAuthorization#9503 6"EDITION(2017)FBC NON-HVHZ EVALUATION FL5444-1112 CertainTeed Asphalt Roof Shingles;(610)651-5847 Revision 13:09/05/2017 Page 7 of 12 TRINITYI ER® STEEP SLOPE Use six nails and four spots of asphalt.roofing.,.cement for every fall LANDMARK TL laminated shingle.See.belo%v.,lsphalt roofing cement should meet XSTNt D45861ype IL Apply I"spots of asphalt roofing cement undo 131/2" 13" —�{ each corner and at about 1't"to 13"in from each edge. 13t/2" (343 mm) (330 mm) (343 mm) METRIC DIMENSIONS I I+-1"(25mm) , 1"(25rnm)--1 _ I I —12" 12" - (305.min) (375 mm) (305 mm) V_ (25 mm) (25 mm) Roofing Cement '�-1"(25 mm) + =ham 1'(25 mm)-►I: Release Tape I Nail Area For Sleep — — Figure 13:5:US6 sta nails antifour spots of �-1" aspbalt roofing Cement on steep slopes. (25 min) •---- (25:mm; Roofing Cement NorthGate: STEEP 12" 14-314" 12" SLOPE 1+-(305 mm)- -•--(375 mitt)-4' —(305 mm}--+ NAILING AREA I Naillnimits - —1"(25 mm) behvee% �wer 1"(25 mm)—► .- not rnes. ( o I 5 \ I� Hooting Cement Nailing areas for steep slopes(greater than 21:12) and"Storm-Nailing" Nail between lower 2 nail lines as shown above. 6.8.1 Hip&Ridge for Landmark''.Landmark''IR,LandmarkTM Pro,Landmark'"" Premium,Landmark'TL, Landmark'"'Solaris,LandmarkTM Solaris IR.NorthGate: 6.8.1.1 Option 1: Shadow Ridge'or NothGate Accessory 12" 97/8° (305mm) (250mm) 415/tli 415116 6 6° (125mm) (125mm) (150mm) (150mm) Notch for F_ Notch for Centering Centering 12 L�Notches / 131/4' (305mm) Alignment to (337Notches for Alignment to5of the Previous (180mm) the Top Edge of the Previous (196mm) L L 5mai )Exposure Capfor55/8'(141min)Exposure EnglishDimension Metric Dimension Shadow RidgeTM' Shadow Ridge- Exterior Research and Design,U.C. Evaluation Report 3532.09.05-R13 Certificate of Authorization x9503 6'EDITION(2017)FBC NON-HVH2 EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles;(610)651-5847 Revision 13:09/05/2017 Page 8 of 12 9 27132 (zs9 mm) 415/1 ti(125 mm} 13 1/8" I-*—(333 mm)—► Certe,Llg Notch _ 168 mm)I�5/8* (168 mm 1 } 13114' (337 rrm) \ Align th:se T Centering notches to top 13111. Notch cdo0 of 7 5'8 (337 mm) previous caurs: (194.mm) Align these notches to top 7 5/8. li edge of (194 mm) previous course. NorthGate Ridge NorthGate Accessory 2- (30 rOM) "(305mm) � . Laying Notch 5.(125mm) I I I I_I Exposure I I I I I Figure 13-20:Use laying notches to.center sbingles on Gips and ridges,and to locate the correct exposure. 6.8.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic® NP1' " adhesive or Henkel "PL® Polyurethane Roof&Flashing Sealant",in accordance with CertainTeed requirements. 6.8.1.3 Option 2: Refer to instructions herein for Cedar Crest'"",Cedar Crest'IR hip and ridge shingles. Exterior Research and Design,LLC. Evaluation Report 3532.09.05-1113 Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles,(630)651-5847 Revision 13:09/05/2017 Page 9 of 12 J �f RINITY ER® 6.9 PRESIDENTIAL SHAKETm,PRESIDENTIAL SHAKETm IR,PRESIDENTIAL SHAKE TL TM,PRESIDENTIAL SOLARISTM: LOW ANDD STEEP SLOPE: STAN ARD SLOPE: For low and standard slopes,use five nails for each.full Presidential For steep slopes,use nine nails for each Rig Presidential shingle and apply 1°diameter spots of halt roofing cement under each shingle tab. shingle as shown beloly. pP y � � g � After applying 5 nails in between the nailing guide lines,apply 4 nails 1' Nailing i. 40" above tab cutouts matting certain tabs of overlying shingle cover nails Guide Lines (1016 mtn) 5114, (l 33 mm) `1112' 38 min) 62m (362 mm) NOTE:Apply nails on'painted guideline. Figure 16-6 Fastening Presidential and Presidential TLShake 1'diameter asphalt roofing cernent shingles on.lom and standard slopes Figure 16-7.•FasteningPresidenual and Presidential TIL Shake .shingles on steep slopes. 6.9.1 Hip&Ridge for Presidential Shake',Presidential Shake'IR,Presidential Shake TLI,Presidential Solarisym: 6.9.1.1 Option 1:Presidential Accessory PRESIDENTIAL ACCESSORY Presidential accessory shingles can be used for covering hips.and ridges.Apply shingles up to the ridge (expose no more than 7°from the bottom edge of the"tooth."Fasten each accessory with two fas- teners.`Phe;fasteners must be 13/4°long or longer,so they penetrate either 2�4° into the deck or completely through the deck.Presidential accessory comes in two different sizes:Accessory produced in Birmingham,AL is 12°-x 126;Portland,OR produces 97/8"x 1314° accessory. 6.9.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic® NP11" adhesive or Henkel "PL® Polyurethane Roof&Flashing Sealant",in accordance with CertainTeed requirements. 6.9.1.3 Option 2:Refer to instructions herein for Cedar Crest',Cedar Crest""'IR hip and ridge shingles. 6.10 HATTERASTM:- LOW,STANDARD:AND STEEP SLOPE: r_y— —�— 'g x I (23D--)* (230 mm) (230 mm) (230 mm) ( I (230 mm) (230 mm) (230 mm) (230 mm) ( r(251mm)r —r 91318,. 1-(25 mm)—_ ——(25 mm)_f (240 mm) I 93/8" Rdalinq Cement (240 mm) I fttuir 15-1:rastening 11allerassbingle,on Sterp.4iolM8 —j rocsieep Aolrs.uK five nails and eight spots of asplinh roofing Figure 15-3:rasteniug 11atteras Shingles on cemem for cacti full nattents shingle as shown above.Apply.1* Lott!andSlandartl Volies (25mm)diameter spots of roofing cement(ASMI D 45561)w Ii por lowand standard slopes,use Fire nails for each fill sugge,ted)under cacti tab corner.Press shingle into place;do not llalterts shingle as shown,abore. esPose cement. cAtrno\:Too much roofingkenrent can cause shingles to blister. Exterior Research and Design,U.C. Evaluation Report 3532.09.05-R33 Certificate of Authorization#9503 6ru EDITION(2017)FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles;(610)651-5847 Revision 13:09/05/2017 Page 10 of 12 1 TRINIT1y l ER® i 6.10.1 Hip&Ridge for Hatteras': 6.10.1.1 Option 1: Accessory for Hatteras t Fasten both sides. t VZ I t t 1 2 3 Figure 15-14.-.18 threeplece units separate to`nrake 54 Hatteras Accessory shingles. 6.10.1.2 Option 2: Cut Hatteras Shingles ...1-9. (230 mm) I I I e� F�h -- --,1.---I--- 18" 3mm) -- ------ -- 460 mm) (20 Cap Cap Cap_ Cap 3�a Shingle Shingle Shingle Shingle �LZ�mm� Figure 15-20:Cut Hatteras shingles to make cover cap. Figure 15-21.Installation of caps along bips and ridgy. 6.10.1.3 For ASTM D3161,Class F performance use BASF"Sonolastic® NP1" adhesive or Henkel "PLO Polyurethane Roof&Flashing Sealant",in accordance with CertainTeed requirements. 6.11 HIGHLAND SLATE'"',HIGHLAND SLATE'""IR: LOW A_ND STANDARD SLOPE: STEEP SLOPE- 9.� _W _T 9' Use FIR%nails and EIGIiT spots of asphalt roofing cement'for each 9'o�4 aao (2:omm) 'no—) full.Highland State shingle.For Afiami-Dade,SIR mals are required. Apply 1'diameter spots of asphalt roofing cement under each.tab (25 mmJ (25'�) corner.Asphalt roofing cement meeting ASTM D4586 Ve II is suggested.. u9'1 la 9. o° I (240-1 P (2sp„) asm�l Miami-Dade requiras s SIX nails(Fvo nail, P(25 mm) installed overcenW &yp) cutout as shmm). MiemtDada requaus 1•(2e mm) a<omm slxrmte(tvonata indaled over railer Figure/I-3.'Use FIVE nulls for every Hf,-bland Slate sbingfe. °A01I"s Roofing Cemcnt Figure 113tt'Use MT nails and eigbi spots ofaspbatt roofing content under each tab corner. 'CAUTION:Excessive use of roofing cement can cause shingles to blister. 6.11.1 Hip&Ridge for Highland Slate'"°,Highland Slate'""IR: Refer to instructions herein for Cedar Crest',Cedar Crest''IR or Shangle Ridge'"r hip and ridge shingles. Exterior Research and Design,U.C. Evaluation Report 3532.09.05-R13 Certificate of Authorization#9503 6'"EDITION(2017)FBC NON-HVHZ EVALUATION FL5444-R32 CertainTeed Asphalt Roof Shingles;(610)651-5847 Revision 13:09/05/2017 Page 11 of 12 ( d1 1 TRINITY 1 ER® 6.12 PATRIOT— LOW AND STANDARD SLOPE STEEP SLOPE Use DOUR nails for ewry full sliingle located.Is shown belote. Use F01111 nails and four spots of asphall roofing cement for every full shingle as shown below.Asph:di roofing cement mceling ASI'11 D4586 T),pc ll is suggesled.:\pply 1'(25 nim)spots of asph dl roofing Seala,t cement:Ls shown. __f_—_ CAU110\':Excessive use of roofing cement can cause sliin;les to blister. 6-1/8'— —1'(25mm) t'(25mr,j � - 0E6 mm) t I� (33 n-.) (333713*) (333 rr —— _————- —— I'(25c (155 X.M)i Rooting cement02 mn) - . .,3 IP M. -� 6.12.1 Hip & Ridge for PatriotTM': Refer to instructions herein for Cedar Crest', Cedar Crest'' IR, Shadow RidgeTM', NorthGate or Shangle RidgeTM' hip and ridge shingles. 7. LABELING: 7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1/R905.2.6.1. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 611320-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC—QUA9625;(414)248-6409; karen.buchmann@us.ul.com -END OF EVALUATION REPORT- Exterior Research and Design,LLC. Evaluation Report 3532.09.05-1113 Certificate ofAuthorization#9503 6'EDITION(2017)FBC NON-HVHZ EVALUATION FI5444-1112 CertainTeed Asphalt Roof Shingles;(610)651-5847 Revision 13:09/05/2017 Page 22 of 12