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HomeMy WebLinkAboutVista St. Lucie Product approvals 12/14/2020 Florida Building Code Online BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search 01 1100*1%r r.. � �Product Approval yr {'" � USER:Public User Product Approval Menu>Product or Application Search>Application List Search Criteria Refine Search Code Version 2017 FL# 11602.1 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results-Applications FL# Tyn Manufacturer Validated By Status FL11602-R10 'Revision i Owens Corning Roofing and Asphalt, LLC John W. Knezevich, PE Approved History FL#: FL11602.1 (954) 772-6224 Model:Titanium Roof Underlayments Description:Synthetic sheet-type roof underlayments i Category: Roofing Subcategory Underlayments ............._ *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.gopyight 2007-2013 State of Florida. ::Privacy Statement::Accessibilih,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(i), 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,ES.,please click here. Product Approval Accepts: tn+ ® e tea - Gredl* Gard Safe https://www.floridabuilding.org/pr/pr_app_lst.aspx 1/1 NEMO I etc. Certificate of Authorization#32455 353 Christian Street, Unit#13 Oxford,CT 06478 0 (203)262-9245 ENGINEER EVALUATE TEST CONSULT CERTIFY Owens Corning Roofing and Asphalt,LLC Evaluation Report 111980.11.08-R11 One Owens Corning Parkway FL11602-RlO Toledo,ON 43659 Date of Issuance: 11/03/2008 (740)321-6345 Revision 11: 10/17/2019 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E.for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 6th Edition(2017) Florida Building Code sections noted herein. DESCRIPTION: TitaniumTM'Roof Underlayments LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s)changes,the referenced Quality Assurance documentation changes,or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E.of any changes to the product(s), the Quality Assurance or the production facility location(s). NEMO ETC, LLC requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "NEMO 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 8. Prepared by: `qal Robert J.M.Nieminen,P.E. r=_ The facsimile seal appearing was authorized by Robert '^'- Nieminen,P.E.on 10/17/2019. This does not serve as an Florida Registration No.59166,Florida DCAANE1983 :�:.�;;;;_: `` 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 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. ©2018 NEMO ETC,LLC NNEMOJetc. ROOFING COMPONENT EVALUATION: s• Product Category: Roofing Sub-Category: Underlayment Compliance Statement: TitaniumTM'Roof Underlayments,as produced by Owens Corning Roofing and Asphalt,LLC, have demonstrated compliance with the intent of the following sections of the 611 Edition (2017) Florida Building Code through testing in accordance with applicable sections the following Standards. Compliance is subject to the Installation Requirements and Limitations/Conditions of Use set forth herein. Section Pro a Standard Year 1504.3.1 Wind Uplift UL 1897 2012 1507.1.1,R905.1.1 Exception Unrolling,Breaking Strength,Pliability ASTM D226 2009 1507.1.1,R905.1.1 Exception Tear Strength ASTM D1970 2015 1507.1.1,T1507.1.1,1507.2.9.2 Physical Properties ASTM D1970 2015 1507.3.3 Physical Properties FRSA/TRI April 2012(04-12) 2012 TAS 110 Accelerated Weathering ASTM D4798 2011 TAS 110 Pull-through resistance TAS 117(B) 1995 Enti Examination Reference Date ERD(TST6049) Physical Properties 115010.04.09 04/29/2009 ERD(TST6049) Physical Properties 115010.0S.10 05/14/2010 ERD(TST6049) Physical Properties 135520.06.11 06/15/2011 ERD(TST6049) ASTM D226 138010.08.11 08/11/2011 ERD(TST6049) Wind Uplift 135520.08,11-1 08/12/2011 ITS(TST1509) ASTM D226 311801000Q-003 04/26/2007 ITS(TST1509) ASTM D226 3130639COQ-002A 08/21/2007 ITS(TST1509) Physical Properties 3126617COQ-005 10/31/2007 ITS(TST1509) ASTM D226 101823107COQ-011 01/23/2015 ERD(TST6049) Physical Properties(NH) 4j-OC-19-SSUDL-01.A 06/14/2019 Owens Corning Product equivalency Declaration 06/18/2018 PRI(TST5878) ASTM D1970 OCF-341-02-01 09/20/2017 PRI(TST5878) ASTM D1970;Tear strength OCF-331-02-02 10/03/2017 PRI(TST5878) ASTM D1970;Tear strength OCF-332-02-02 10/03/2017 PRI(TST5878) ASTM D1970;Tear strength OCF-334-02-02 10/03/2017 I(TST5878) FRSA/TRI April 2012(04-12),partial OCF-343-02-01 11/09/2017 PRI(TST5878) ASTM D4798 OCF-341-02-01 11/27/2017 PRI(TST5878) TAS 117(B);Pull-through OCF-422-02-02 04/03/2018 PRI(TST5878) FRSA/TRI April 2012(04-12),partial OCF-425-02-01 08/13/2018 PRI(TST5878) ASTM D226/ASTM D4798 OCF-331-02-01 R1 05/07/2019 PRI(TST5878) ASTM D226/ASTM D4798 OCF-332-02-01 R1 05/07/2019 PRI(TST5878) ASTM D226/ASTM D4798 OCF-334-02-01 R1 05/07/2019 PRI(TST5878) UL1897 1378TO02 07/10/2019 PRI(TST5878) Tensile adhesion OCF-507-02-01 08/13/2019 ITS(QUA1673) Quality Control ITS Listings Current ITS(QUA1673) Quality Control Service Confirmation 09/30/2017 NEMO ETC,LLC Evaluation Report 111980.11.08-Rll Certificate of Authorization r32455 6' EDITION(2017)FBC NON-HVHZ EVALUATION FL1602-R10 Titanium Roof Underlayments Revision 11:10/17/2019 Page 2 of 8 NNEMOletc. Product Specification Plants Description 4.1 Titanium'" PSU-30 ASTM D1970 Dubai, UAE& unreinforced polymer modified bitumen material adhered and FRSA/TRI Brentwood, NH to the underside of a polymer-coated,synthetic woven April 2012 sheet. The underside is backed with a release film. Unit weight 24 Ibs/square 4.2 Titanium'"UDL-25 FBC 1507.1.1 Qingdao,China synthetic sheet-type underlayment comprised of a woven &R905.1.1 core coated on one side with a polymer coating. Unit (Exception) weight 2.5 Ibs./square 4.3 Titanium'" UDL-30 FBC 1507.1.1 Mission, BC, synthetic sheet-type underlayment comprised of a woven &R905.1.1 Canada& core coated on both sides with a polymer coating. Unit (Exception) Qingdao,China weight 4.0 lbs./square 4.4 Titanium'" UDL-50 FBC 1507.1.1 Mission, BC, synthetic sheet-type underlayment comprised of a woven &R905.1.1 Canada& core coated on both sides with a polymer coating. Unit (Exception) Qingdao,China weight 4.7 lbs./square • 5.1 This is a building code evaluation. Neither NEW ETC, LLC nor Robert Nieminen, P.E. are, in any way,the Designer of Record for any project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions. 5.3 Fire Classification is not part of this report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Titanium'" Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed,a request may be made to the Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable Roof Covers: TABLE 1: ROOF COVER OPTIONS Asphalt Wood Shakes Underlayment Shingles Nail-On Tile Foam-On Tile Metal &Shingles Slate i Titanium PSU-30 Yes Yes Yes Yes Yes Yes (See 5.5.1) Titanium UDL-25 Yes No No Yes Yes Yes Yes Yes Titanium UDL 30 Yes (Base Sheet in 2-ply (Base Sheet in 2-ply Yes Yes Yes system) system) Titanium UDL-50 Yes No No Yes Yes Yes MEMO ETC,LLC Evaluation Report 111980.11.08-Rll Certificate of Authorization#32455 6"EDITION(2017)FBC NON-HVHZ EVALUATION FL11602-RIO Titanium Roof Underlayments Revision 11:10/17/2019 Page 3 of 8 NNEMO I etc. 5.5.1 "Foam-On Tile"is limited to use of following Approved tile adhesives/underlayment combinations. TABLE lA:ALLOWABLE TILE ADHESIVE J UNDERLAYMENT COMBINATIONS' Underlayment Adhesive Florida Product Approval DUPONT Tile Bond" FL22525 Titanium PSU-30 ICP Adhesives Polyset®AH-160 FL6332 ICP Adhesives Polyset'RTA-1 FL6276 5.6 Allowable Substrates(for self-adhering): TABLE 2: SUBSTRATE OPTIONS Underlayment Primer Substrates (Optional)ASTM D41 ( plywood None ASTM D226 felt Titanium PSU-30 ASTM D41 Titanium UDL-30 None Titanium UDL-30(inverted) 5.6.1 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),Appendix A,Table lA or FBC 1609 for determination of design wind loads. #1 Maximum Design Pressure=-45 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: (Optional)ASTM D41 Underlayment: One or two plies, Titanium PSU-30, self-adhered and back-nailed max. 6" o.c. with 12 ga. galvanized annular rink shank nails through 32 ga.,1-5/8-inch diameter tin caps in accordance with Owens Corning Roofing and Asphalt, LLC published installation requirements. #2 Maximum Design Pressure=-30 psf*: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Titanium UDL-30(inverted) Fasteners: 12 ga.annular ring shank nails having not less than 20 rings per inch,heads not less than 3/8 inch diameter and length sufficient to penetrate through the thickness of deck not less than 3/16-inch with min.32 ga., 1-5/8"diameter tin caps Spacing: 6-inch o.c.at 4-inch wide side laps and 12-inch o.c.at three(3),equally spaced center rows. Primer: ASTM D41 primer required at all tin-caps. Underlayment: One or two plies,Titanium PSU 30,self-adhered and back-nailed max.6"o.c.with 12 ga.galvanized annular rink shank nails through 32 ga., 1-5/8-inch diameter tin caps in accordance with Owens Corning Roofing and Asphalt, LLC published installation requirements. 'Refer to Tile Manufacturer's orAdhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. NEMO ETC,LLC Evaluation Report 111980.11.08-Rll Certificate of Authorization#32455 6"'EDITION(2017)FBC NON-HVHZ EVALUATION FL11602-R10 Titanium Roof Underlayments Revision 11:10/17/2019 Page 4 of 8 *NEMO I etc. #3 Maximum Design Pressure=-30 psf*: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Titanium UDL-30(printed side up) Fasteners: 12 ga.annular ring shank nails having not less than 20 rings per inch, heads not less than 3/8 inch diameter and length sufficient to penetrate through the thickness of deck not less than 3/16-inch with min.32 ga.,1-5/8"diameter tin caps. Spacing: 6-inch o.c.at 4-inch wide side laps and 12-inch D.C.at three(3),equally spaced center rows. Primer: ASTM D41 primer required over printed side of UDL-30. Underlayment: One or two plies,Titanium PSU 30,self-adhered and back-nailed max.6"o.c.with 12 ga.galvanized annular rink shank nails through 32 ga., 1-5/8-inch diameter tin caps in accordance with Owens Corning Roofing and Asphalt,LLC published installation requirements. #4 Maximum Design Pressure=-45 psf*: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Titanium UDL-30(inverted) Fasteners: 12 ga.annular ring shank nails having not less than 20 rings per inch,heads not less than 3/8 inch diameter and length sufficient to penetrate through the thickness of deck not less than 3/16-inch with min.32 ga., 1-5/8"diameter tin caps Spacing: 6-inch o.c.at 4-inch wide side laps and 8-inch D.C.at three(3),equally spaced center rows. Primer: ASTM D41 primer required at all tin-caps. Underlayment: One or two plies, Titanium PSU 30, self-adhered and back-nailed 6" D.C. with 12 ga. galvanized annular rink shank nails through 32 ga., 1-5/8-inch diameter tin caps in accordance with Owens Corning Roofing and Asphalt, LLC published installation requirements. #5 Maximum Design Pressure=-45 psf*: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Titanium UDL-30(printed side up) Fasteners: 12 ga.annular ring shank nails having not less than 20 rings per inch,heads not less than 3/8 inch diameter and length sufficient to penetrate through the thickness of deck not less than 3/16-inch with min.32 ga., 1-5/8"diameter tin caps. Spacing: 6-inch o.c.at 4-inch wide side laps and 8-inch D.C.at three(3),equally spaced center rows. Primer: ASTM D41 primer required over printed side of UDL-30. Underlayment: One or two plies, Titanium PSU 30, self-adhered and back-nailed 6" o.c. with 12 ga. galvanized annular rink shank nails through 32 ga., 1-5/8-inch diameter tin caps in accordance with Owens Corning Roofing and Asphalt,LLC published installation requirements. 5.6.4.1 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. 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: Titanium UDL-25,Titanium UDL-30,Titanium UDL-50 or Titanium PSU-30 shall not be left exposed for longer than 180-days. NEMO ETC,LLC Evaluation Report 111980.11.08-Rll Certificate of Authorization#32455 6"EDITION(2017)FBC NON-HVHZ EVALUATION FL11602-R10 Titanium Roof Underlayments Revision 11:10/17/2019 Page 5 of 8 NDEMO I etc. 5.8 Tile Slippage Limitations(per FRSA/TRI April 2012(04-12)1: 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 3: TILE SLIPPAGE LIMITATIONS FOR DIRECT-DECK TILE INSTALLATIONS Underlayment Tile Profile Staging Method Maximum Slope Flat Max. 10-tile stack 5:12 Flat Max 5-tile stack 6:12 Lugged Max. 10-tile stack 4:12 Lugged Max.5-tile stack 5:12 Max. 10-tile stack(5 over 5} I I Titanium PSU-30 Lugged , 5:12 • 6.1 Titanium Roof Underlayments shall be installed in accordance with Owens Corning Roofing and Asphalt, LLC 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(if applicable). 6.3 TitaniumT"UDL-25,Titanium UDL-30 or Titanium UDL-50: 6.3.1 Shall be installed in compliance with the requirements for ASTM D226, Type I or II underlayment in FBC Table 1507.1.1 or R905.1.1 for the type of prepared roof covering to be installed,considering the wider sheet-width. 6.3.2 Fasteners: Mechanical attachment of Titanium UDL-25 and Titanium UDL-30 is limited to ring shank roofing nails with minimum 1-inch diameter plastic caps. Mechanical attachment of Titanium UDL-50 is limited to ring shank roofing nails with minimum 3/8-inch diameter heads;ring shank roofing nails with minimum 1-inch diameter plastic caps;screws and plates;or plastic cap staples. 6.3.2.1 Code Reference: The Exception statement in FBC 1507.1.1 and FBC R905.1.1 states: "...except metal cap nails shall be required where the ultimate design wind speed, Vaoio equals or exceeds 150 mph." Owens Corning Roofing and Asphalt, LLC has furnished data to permit the use of 1-inch diameter plastic cap nails in lieu of metal cap nails for these applications,when the Titanium'"UDL-25,Titanium UDL-30 or Titanium UDL-50 underlayment is installed beneath mechanically fastened prepared roof covers referenced in FBC Table 1507.1.1 or R905.1.1. NEMO ETC,LLC Evaluation Report 111980.11.08-Rll Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL11602-R10 Titanium Roof Underlayments Revision 11:10/17/2019 Page 6 of 8 NNEMOjetc. 6.3.3 Slopes of 4:12 or greater: End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-inches. End (vertical) laps shall be offset from course to course not less than 6 feet. Minimum attachment shall be in accordance with FBC Table 1507.1.1 or R905.1.1. When batten systems are to be installed atop the underlayment,the underlayment need only be preliminarily attached pending attachment of the battens. 6.3.4 Slopes of 2:12 to less than 4:12: End(vertical)laps shall be minimum 12-inches and side(horizontal)laps shall be minimum 25-inches. End(vertical) laps shall be offset from course to course not less than 6 feet. Begin by fastening a 25-inch wide strip along the eaves. Place a full-width sheet over the starter, completely overlapping the starter course. Continue upslope,maintaining minimum 25-inch side(horizontal)laps,resulting in a double-layer application. Minimum attachment shall be in accordance with FBC Table 1507.1.1 or R905.1.1. Secure end laps 4-inch o.c. When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens. 6.4 Titaniumn"PSU-30: 6.4.1 Non-Tile Installations: Shall be installed in compliance with the codified requirements for ASTM D1970 underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed, and Owens Corning published requirements. Titanium'" PSU-30 shall be back-nailed in accordance with Owens Corning published installation requirements. 6.4.2 Nail-On Tile Applications: Shall be installed in compliance with the requirements for Self-Adhered Membrane underlayment set forth in FRSA/TRI April 2012 (04-12),and Owens Corning published requirements. Titanium'" PSU-30 shall be back-nailed max. 6" D.C. with 12 ga. galvanized annular rink shank nails through 32 ga., 1-5/8-inch diameter tin caps in accordance with Owens Corning published installation requirements. Refer to Section 5.8 for the staging limitations. 6.4.3 Foam-On Tile Applications: Shall be installed in compliance with the requirements for Self-Adhered Membrane underlayment set forth in FRSA/TRI April 2012(04-12),and Owens Corning published requirements.Titanium" PSU-30 shall be back-nailed max. 6" D.C. with 12 ga. galvanized annular rink shank nails through 32 ga., 1-5/8-inch diameter tin caps in accordance with Owens Corning published installation requirements. Refer to Table 1A for allowable the adhesives. Refer to Section 5.6.1 for wind uplift limitations. Refer to Section 5.8 for tile staging limitations. 6.5 Titanium 2-Ply System: 6.5.1 The Titanium 2-Ply System consists of a base layer of Titanium UDL-30 (top-surface primed or sheet inverted) mechanically attached to the wood roof deck followed by Titanium PSU-30,self-adhered. 6.5.2 Non-Tile Applications: Install Titanium UDL-30(top surface primed or sheet inverted)in accordance with Section 6.3 followed by Titanium PSU-30 in accordance with Section 6.4. NEMO ETC,LLC Evaluation Report 111980.11.08-Rli Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL11602-RIO Titanium Roof Underlayments Revision 11:10/17/2019 Page 7 of 8 NNEMO I etc. 6.5.3 Nail-On Tile Applications: For nail-on tile installations, install Titanium UDL-30 (top surface primed or sheet inverted) in accordance with FRSA/TRI April 2012(04-12),using Section 6.3 as a guide,and considering the wider sheet width relative to ASTM D226 felt. Then apply Titanium PSU-30 in accordance with Section 6.4. Refer to Section 5.8 for tile staging limitations. 6.5.4 Foam-On Tile Applications: For foam-on tile installations, install Titanium UDL-30 (top surface primed or sheet inverted) in accordance with Section 5.6.1 herein. Then apply Titanium PSU-30 in accordance with Section 6.4 Refer to Table lA for allowable tile adhesives. Refer to Section 5.6.1 for wind uplift limitations. Refer to Section 5.8 for tile staging limitations. • As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. Contact the manufacturer or the named CIA entity for plants covered under Rule 61G20-3 QA requirements. Refer to Section 4 herein for product&production locations having met codified physical properties specifications. Intertek Testing Services NA Inc.—QUA1673;(604)520-3321 -END OF EVALUATION REPORT- NEMO ETC,LLC Evaluation Report 111980.11.08-RSS Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION F1.11602-R10 Titanium Roof Underlayments Revision 11:10/17/2019 Page 8 of 8 12/14/2020 Florida Building Code Online tT �� BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCTS Site Map Links Sea,ch Product Approval '' USER:Public User Product Approval Menu>Product or Application Search>Application List Search Criteria Refine Search Code Version 2017 FL# 7006.1 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results-Applications FL# Type Manufacturer Validated Status By F1_7006- Revision IKO Industries Ltd Locke Approved R10 FL#: FL7006.1 Bowden History. Model: Cambridge,Cambridge HD, Biltmore and Biltmore HD P.E. Description: Laminated architectural fiberglass asphalt shingle manufactured at IKO's (334) Kankakee,IL; Hawkesbury, Ont.; Wilmington, DE; Sylacauga,AL and Toronto,Ont. 300-1800 plants Category: Roofing Subcategory:Asphalt Shingles -- — — .------- Approved by DBPR.Approvals--by DBPR shall—--be- reviewed---- - and- ratifi-ee-dd by the POC and/or the Commission if necessary. Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employee Cop vrpht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the 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: r- ® eL E - Gredi, Card Safe https://www.floridabuilding.org/pr/pr_app_lst.aspx 1,1 P,W-Y CONSTRUCTION MATERIAL TECHNOLOGIES October 27, 2017 IKO Industries, Ltd 120 Hay Rd. Wilmington, DE 19809 Re: FBC FL7006 Sir(s), PRI Construction Materials Technologies has completed a technical review and attached sealed shingle instructions in compliance the 2017 Florida Building Code. This review was completed based on the receipt of following evidence from IKO Industries, Ltd: 1) IKO Shingle Application Instructions—3-Tab Shingles (EN-3Tab_Appins_8AGXEFS-2012-11_reformatted 2013-02-rev07/13-Florida) 2) IKO Laminated Shingles Application Instructions (EN-Laminated_Appins_8TTEFS-2012-04_reformatted 2013-02-rev07/13-Florida) 3) IKO Hip and Ridge 12 Application Instructions (EN-HipandRidge12_3HRTri-2013-08 reformatted 2013-08) 4) IKO Leading Edge Plus Shingle Application Instructions (EN-3LEP-Tri-2012-06_reformatted 2013-03) 5) ASTM D3161 Test Report(FM Approvals Project No. 3040947) The attached instructions should be used in conjunction with the published manufacturer's application instructions and applicable code. In the event the instructions conflict, these instructions shall govern. Statement of Independence:PRI Construction Materials Technologies and/or Duc T. Nguyen, FL P.E.do not have nor plan to acquire a financial interest in any company manufacturing or distributing products for which the test reports are issued. f Signed: Signed: Brad Grzyboinfski Duc T.;N uyen Managing Director Florida Registered Professional Engineer P.E.Number:65034 Date: October 27, 2017 Date: October 27, 2017 Attachments: A) IKO Shingle Application Instructions-3-Tab B) IKO Laminated Shingles Application Instructions C) IKO Hip and Ridge 12 Application Instructions D) IKO Leading Edge Plus Application Instructions IKO-187-02-01 PRI Construction Materials Technologies,L-C. 6412 Badger Drive Tampa,FL 33610 Tel:813-621-5777 Fax:813-621-5840 e-mail:matenaistesting@pncmt.com WebSite:httpJ1www.pricmt.com IKO Installation Instructions for Asphalt Shingles Page 2 of 5 IKO Shingle Application Instructions — 3-Tab Shingles (ASTM D3161, Class F—IKO Marathon 25 AR and CRC Superglass M25AR) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONDUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. ROOF DECK: Solidly sheathed and fastened deck conforming to 2017 FBC. UNDERLAYMENT:Applied in accordance with building code requirements. For areas where the roof slope is less than 4" per foot down to 2" per foot, use 2 layers of underlayment conforming to building code requirements, the first sheet overlapping the eave protection by 19", followed by full 36"widths overlapping each preceding course by 19"or other Approved underlayments in accordance with the qualified application instructions. For areas where the roof slope is 4" per foot or greater, cover the deck with one ply of underlayment laid parallel to the eaves,with 2"horizontal laps and 4"end laps. Apply metal drip edges on top of any underlay along rake edges and directly to the deck along eaves in accordance with building code requirements. NAILING: Use galvanized(zinc coated)roofing nails, 11 or 12 gauge,with at least 3/8"diameter heads,long enough to penetrate through plywood or 3/4"into boards. Use 4 nails per shingle placed 6-1/8"above the butt edge, approx. 1"and 13"from each end and 1/2"above each cutout. Drive nails straight so that nail head is flush with, but not cutting into shingle surface. NAILING ON STEEP SLOPES: For steep slopes of 21"per foot(60°)or more,use 6 nails per shingle placed as shown below. Ensure that no nail is within 2"of a joint/cutout of the underlying shingle. Seal down each shingle at time of application with three 1"diameter(approx.size and thickness of a quarter)spots of asphalt plastic cement placed under the shingle 2" above the bottom edge and equally spaced along the shingle. Apply plastic cement in moderation since excessive amounts may cause blistering. CAUTION: Shingles should seal to the underlying course when the factory applied asphalt sealant is sufficiently warmed by the heat of direct sunlight. EXPOSURE: Installed shingles shall have a maximum average exposure of 5-5/8". STEEP SLOPES s. SEALING STRIP a ®L�.s •ri.1e si NAILS / NAILS DO NOT NAIL INTO OR ABOVE THE SEALING STRIP PRI Construction Materials Technologies,LLC. 6412 Badger Drive Tampa,FL 33610 Tel:813-621-5777 Fax:813-621-5840 e-mail:matenalstes8ng@pricmt.com WebSite:http:i/www.pricmtcom IKO Installation Instructions for Asphalt Shingles Page 3 of 5 IKO Laminated Shingles Application Instructions (ASTM D3161, Class F—Cambridge, Cambridge HD, and CRC Biltmore AR) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONDUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. ROOF DECK: Solidly sheathed and fastened deck conforming to 2017 FBC. UNDERLAYMENT:Applied in accordance with building code requirements. For areas where the roof slope is less than 4" per foot down to 2" per foot, use 2 layers of underlayment conforming to building code requirements, the first sheet overlapping the eave protection by 19", followed by full 36"widths overlapping each preceding course by 19"or other Approved underlayments in accordance with the qualified application instructions. For areas where the roof slope is 4" per foot or greater, cover the deck with one ply of underlayment laid parallel to the eaves,with 2"horizontal laps and 4"end laps. Apply metal drip edges on top of any underlay along rake edges and directly to the deck along eaves in accordance with building code requirements. NAILING: Use galvanized(zinc coated)roofing nails, 11 or 12 gauge,with at least 3/8"diameter heads,long enough to penetrate through plywood or 3/4"into boards. Use 4 nails per shingle placed in the nail line 7-3/8" below the top edge, approx. 1"and 13" in from each end. Drive nails straight so that nail head is flush with, but not cutting into shingle surface. NAILING ON STEEP SLOPES: For steep slopes of 21"per foot(60°)or more,use 6 nails per shingle placed as shown below. Ensure that no nail is within 2"of a joint/cutout Of the underlying shingle. Seal down each shingle at time of application with three 1"diameter(approx.size and thickness of a quarter)spots of asphalt plastic cement placed under the shingle 2" above the bottom edge and equally spaced along the shingle. Apply plastic cement in moderation since excessive amounts may cause blistering. CAUTION: Shingles should seal to the underlying course when the factory applied asphalt sealant is sufficiently warmed by the heat of direct sunlight. EXPOSURE: Installed shingles shall have a maximum average exposure of 5-7/8". NAILING-STEEP SLOPES APPLICATION Use six nails as shown, 7 3.8" ♦ NAIL LINE M l 0 NAILS rti9F;d- PROPER APPLICATION REOUIRES THAT THE NAILS PENETRATE BOTH THE OVERLAY AND UNDERLAY PORTIONS OF THE SHINGLE PRI Construction Materials Technologies.LLC. 6412 Badger Drive Tampa,FL 33610 Tel:813-621-5777 Fax:813-621-5840 e-mail:matenalstesting@pricmt.com WebSite:httDd,',ON,v.prcmt.com IKO Installation Instructions for Asphalt Shingles Page 4 of 5 IKO Hip and Ridge 12 Application Instructions (ASTM D3161, Class F— IKO Hip and Ridge 12) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONDUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. Cut hip and ridge shingles into thirds, using the perforation marks as a cutting guide. These shingles are designed for a 5 1/8"(130 mm)exposure. (For a neater appearance,the top of each side of each piece has been factory trimmed on a 1"(25 mm)taper(see drawing). Bend each piece over the hip or ridge,and nail 5 5/8" (143 mm) above the butt edge 1" (25 mm) in from each edge, exposing each piece 5 1/8" (130 mm). Apply hip pieces starting at the lower end of the hip, working up toward the ridge. On hip roofs, apply ridge pieces starting at each end, meeting in the middle. On gable roofs, apply ridge pieces starting at the end opposite to the prevailing wind direction and continue to the other end. Note:To obtain a three-dimensional effect, (which is recommended,but not required),apply hip and ridge shingles double thickness by stacking 2 pieces on top of one another, the lower piece extending about 3/4" (19 mm)further than the top piece (see diagram).The final shingle should be set in cement,and the exposed nail heads of the final shingle should be covered with cement. Prior to application in cold weather, storing the shingles in a heated area will allow for easier bending. NOTE:SHINGLES MUST BE APPLIED PROPERLY.THEYARE DESIGNED FOR USE AS HIP AND RIDGE SHINGLES ONLY, AND SHOULD NOT BE USED FOR ANY OTHER APPLICATIONS. WE ASSUME NO RESPONSIBILITY FOR LEAKS OR DEFECTS RESULTING FROM POOR APPLICATION OR FAILURE TO PROPERLY PREPARE THE SURFACE TO BE ROOFED OVER, OR FAILURE TO PROVIDE PROPER VENTILATION IN ACCORDANCE WITH MINIMUM PROPERTY STANDARDS REQUIREMENTS.REVIEW ALL APPLICABLE BUILDING CODES,MINIMUM PROPERTY STANDARDS,AND REQUIREMENTS PRIOR TO APPLYING THESE SHINGLES USING THESE APPLICATION INSTRUCTIONS. ?nn d i:5.. PRI Construction Materials Technologies,LLC.6412 Badger Drive Tampa,FL 33610 Tel:813-621-5777 Fax:813-621-5840 e-mail:matenaistesting@pricmt.com WebSite:http:/hwww.pncmt.com IKO Installation Instructions for Asphalt Shingles Page 5 of 5 IKO Leading Edge Plus Application Instructions (ASTM D3161, Class F — IKO Leading Edge Plus) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT,THESE INSTRUCTIONS WILL GOVERN. 1. Apply any underlayment, eave protection, valley flashings, or drip edges to roof deck as required. 2. Each 39 3/8"x 13 1/4"(1000 mm x 336 mm)IKO Leading Edge Plus strip is perforated lengthwise for separation into two(2)shingles.Take one IKO Leading Edge Plus strip and fold flat at perforation to separate. 3. Take one of the separated shingles 39 3/8"x 6 5/8"(1000 mm x 168 mm)and remove approximately 20"(500 mm). Install this shingle on the lower left corner of the roof deck, granule side up,with the factory installed sealant adjacent to the eaves.The shingle should overhang the rake edge and eaves by a nominal 1/4"(6 mm)minimum. Fasten the shingle to the roof deck with nails located 3"to 4"(75 mm to 100 mm)from the eave edge and 1" (25 mm) in from each end. 4. Take the leftover 20"(500 mm)piece shingle. Rotate the piece and align it vertically up the rake edge with the factory installed sealant adjacent to the outer edge of the roof.The shingle should overhang the rake edge by a nominal 1/4"(6 mm)minimum. Fasten the shingle to the roof deck with fasteners located 3"to 4"(75 mm to 100 mm)from the rake edge and 1" (25 mm) in from each end. 5. Repeat Steps 3—4 for the right lower corner of the roof deck. NAILING: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8"(9 mm)diameter heads, long enough to penetrate through plywood or 3/4"(20 mm) into boards. Use 4 nails per shingle placed 3"to 4" (75 mm to 100 mm)from the eave edge and approximately 1"and 13"(25 mm and 330 mm)in from each end. 6. Apply full-length IKO Leading Edge Plus shingles to the remaining eave edges of the roof deck.Install the shingles granule side up with the factory applied sealant adjacent to the eaves. The shingles should overhang the rake edge and eaves by a nominal 1/4"(6 mm)minimum.Fasten the shingles to the roof deck with nails located 3"to 4"(75 mm to 100 mm)from the eave edge,4 nails per shingle. 7. Apply roof shingles as per the instructions printed on each product's package. Make certain the first course of field shingle lies flush with the edges of the fastened IKO Leading Edge Plus. In this way, the sealant on the IKO Leading Edge Plus shingles will adhere to the first-course field shingles and help keep them from lifting in high winds. FRI Construction Materials Technologies,LLC. 6412 Badger Drive Tampa,FL 33610 Tel:813-621-5777 Fax:813-621-5840 e-mail:matenaistesting@pricmt.com WebSite:hrp:/1www.pricml.com