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Home My WebLink AboutEVALUATION REPORT - UNDERLAYMENTSNEW i etc. Certificate of Authorization #32455 353 Christian Street, Unit #13 Oxford, CT 06478 (203) 262-9245 ENGINEER EVALUATE TEST CONSULT CERTIFY yens Corning Roofing and Asphalt, LLC Evaluation Report 111980.11.08-R5 e Owens Corning Parkways FL11602-R5 edo, OH 43659 CANNED Date of Issuance: 11/03/2008 0) 321-6345 BY Revision 5: 04/19/2018 B )PE: Lucie County s Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of istruction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, . for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The )ducts described herein have been evaluated for compliance with the 61h Edition (2017) Florida Building Code :tions noted herein. : Titanium*"A Roof Underlayments : Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted rein. NTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Iality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of s Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. of any changes to product(s), the Quality Assurance or the production facility location(s). MEMO I etc. requires a complete review of s Evaluation Report relative to updated Code requirements with each Code Cycle. VERTISEMENT: The Evaluation Report number preceded by the words "NEMOIetc. Evaluated" may be displayed in vertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. ;PECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or distributors and shall be available for inspection at the job site at the request of the Building Official. is Evaluation Report consists of pages 1 through 7. spared by: bert J.M. Nieminen, P.E. Aida Registration No. 59166, Florida DCAANE1983 - y The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 04/19/2018. This does not serve as an electronically signed document. IFICATION OF INDEPENDENCE: 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. NEMO ETC, LLC is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 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. 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. This is a building code evaluation. Neither NEMO Ietc. 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. I� 16�),NEMO COMPONENT EVALUATION: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: Titanium'"' Roof Underlayments, as produced by Owens Corning Roofing and Asphalt; LLC, have demonstrated compliance with the intent of the following sections of the 61h 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. . 1507.1.1, R905.1.1 Exception 1507.1.1, R905.1.1 Exception 1507.1.1, T1507.1.1, 1507.2.9.2 1507.3.3 TAS 110 TAS 110 Property ._ Standard . ,a ; . Year, , . Unrolling, Breaking Strength, Pliability ASTM D226 2009 Tear Strength ASTM D1970 2015 Physical Properties ASTM D1970 2015 Physical Properties Accelerated Weathering Pull -through resistance Enti Examination ERD (TST6049) Physical Properties ERD (TST6049) Physical Properties ERD (TST6049) Physical Properties ERD (TST6049) ASTM D226 ERD (TST6049) Wind Uplift ITS (TST1509) ASTM D226 ITS (TST1509) ASTM D226 ITS (TST1509) Physical Properties ITS(TST1509) ASTM D226 PRI (TST5878) ASTM D1970 PRI (TST5878) ASTM D1970; Tear strength PRI (TST5878) ASTM D1970; Tear strength PRI (TST5878) ASTM D1970; Tear strength PRI (TST5878) TAS 117(B); Pull -through ITS (QUA1673) Quality Control ITS (QUA1673) Quality Control Self -Adhering Underlayments: FRSA/TRI April 2012 (04-12) 2012 ASTM D4798 2011 TAS 117(B) 1995 Reference , Date- 115010.04.09 04/29/2009 115010.05.10 05/14/2010 135520.06.11 06/15/2011 138010.08.11 08/11/2011 135520.08.11-1 08/12/2011 311801000Q-003 04/26/2007 3130639COQ-002A 08/21/2007 3126617COQ-005 10/31/2007 101823107COQ-011 01/23/2015 OCF-341-02-01 09/20/2017 OCF-331-02-02 10/03/2017 OCF-332-02-02 10/03/2017 OCF-334-02-02 10/03/2017 OCF-422-02-02 04/03/2018 ITS Listings Current Service Confirmation 09/30/2017 69MOM9 0-4� � ft-g--e:1 and meets FRSA/TRI April 2012 when used in 2-ply system. Mechanically Fastened Underlayments: .1 Titanium'" UDL-25 is a synthetic sheet -type underlayment comprised of a woven core coated on one side with a polymer coating. Unit weight 2.5 Ibs/square; meets FBC 1507.1.1 & R905.1.1 (Exception). .2 Titanium'"" UDL-30 is a synthetic sheet -type underlayment comprised of a woven core coated on both sides with a polymer coating. Unit weight 4.0 Ibs/square; meets FBC 1507.1.1 & R905.1.1 (Exception). .3 Titanium'"' UDL-50 is a synthetic sheet -type underlayment comprised of a woven core coated on both sides with a polymer coating. Unit weight 4.7 Ibs/square; meets FBC 1507.1.1 & R905.1.1 (Exception). ETC, LLC Evaluation Report 111980.11.08-R5 to ojAuthorization #32455 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL11602-R5 Titanium Roof Underlayments Revision 5: 04/19/2018 Page 2 of 7 of Kecora Tor any project on wnlcn tnls tvaluation Keport, or previous versions inereoT, 1s/was usea Tor permtting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions. 5i3 Fire Classification is not part of this report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.6 1 5.6.1 5.6.2 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. Allowable Roof Covers: "Foam -On Tile" is limited to use of following Approved tile adhesives / underlayment combinations. Allowable Substrates: Titanium PSU-30: Direct -Bond to Deck: i New untreated plywood; i> Existing untreated plywood, primed as needed with D41 primer to achieve bond. Bond to Mechanically Attached Base Sheet: y ASTM D226, Type I or II felt. y Titanium UDL-30 (primed with D41 primer) or UDL-30 (inverted). i ' Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. i NEIVIO ETC, LLC Evaluation Report 111980.11.08-RS certif sate of Authorization #32455 61H EDITION (2017) FBC NON-HVHZ EVALUATION FL11602-RS Titanium Roof Underlayments Revision 5: 04/19/2018 Page 3 of 7 ".NEM0 i etc. 5.6.3 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 jultimate 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 1A or FBC 1609 for determination of design wind loads. #1 Maximum Design Pressure = -45 psf: J 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 (Silvassa, India), self -adhered #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. I Underlayment: One or two plies, Titanium PSU 30 (Silvassa, India), self -adhered #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 o.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 (Silvassa, India), self -adhered #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 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 (Silvassa, India), self -adhered I NEMO ETC, LLC Evaluation Report 111980.11.08-R5 Ce tifmte ofAuthorizarion #32455 6 " EDITION (2017) FBC NON-HVHZ EVALUATION FL11602-RS Titanium Roof Underlayments Revision 5: 04/19/2018 j Page 4 of 7 NNEMOletc. #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 o.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 (Silvassa, India), self -adhered 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. 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. Exposure Limitations: Titanium UDL-25, Titanium UDL-30 or Titanium UDL-50 shall not be left exposed for longer than 30-days. Titanium PSU-30 (Silvassa, India) shall not be left exposed for longer than 90-days. Titanium PSU-30 (Brentwood, NH) shall not be left exposed for longer than 30-days. 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. published installation requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below. .2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application, and prime the substrate (if applicable). I i I N MO ETC, LLC Ce ti'i .te ofAuthorization #32455 I I Evaluation Report 111980.11.08-R5 67H EDITION (2017) FBC NON-HVHZ EVALUATION FL11602-RS Titanium Roof Underlayments Revision 5: 04/19/2018 Page 5 of 7 MEMO i etc. 6•I Titaniumlm 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, taking into account 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. 6I3.2.1 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, V It, 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. 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. Minimum attachment shall be 12-inches o.c. vertically and 24-inches o.c. horizontally in accordance with the surface markings on the exposed face of the underlayment. 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: Double layer application; 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 as noted in 6.3.3, but maintaining minimum 25- inch side (horizontal) laps, resulting in a double -layer application. 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. Direct -to -Deck with Mechanically Fastened Roof Cover: Cut manageable sections and re -roll with the release film side out. Membrane Application: Peel back release film approximately 1 to 2 feet and align with the lower edge of the roof and set in place, printed side up. i Apply the balance of the membrane to the substrate by removing the film and firmly pressing the membrane - into place. i> Apply subsequent courses parallel to the eave in a shingle -type, water -shedding manner. i> End (vertical) laps shall be minimum 12-inches and side (horizontal) laps shall be minimum 3-inches. >> If the membrane becomes misaligned, cut the roll and re -start. i Upon, completion, inspect the membrane and repair any defects or fish -mouths. The use of sealant or mastic at tile fastener penetrations is required for all tile roofing installations. Contact Owens Corning Roofing and Asphalt, LLC for approved sealant or mastic types. i I NEMO ETC, LLC Evaluation Report 111980.11.08-R5 Certifkate ofA.th.,1,.ti.n #32455 6'" EDITION (2017) FBC NON-HVHZ EVALUATION F1.11602-115 Titanium Roof Underlayments Revision 5: 04/19/2018 Page 6 of 7 i 4.3 Tile Applications [Titanium PSU-30 (Silvassa, India) oniyl: Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions noted above as a guideline. Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. Refer to Table 2 herein, and Owens Corning Roofing and Asphalt, LLC published requirements for tile staging. Owens Corning Roofing and Asphalt, LLC specifies minimum 24-hour cure time after installation, before loading of roofing tiles. The use of sealant or mastic at tile fastener penetrations is required for all tile roofing installations. Contact Owens Corning Roofing and Asphalt, LLC for approved sealant or mastic types. 5 Titanium 2-Ply System:. 5.1 The Titanium 2-Ply System consists of a base layer of Titanium UDL-30 (top -surface primed or inverted) mechanically attached to the wood roof deck followed by Titanium PSU-30 (Silvassa, India), self -adhered. 5.2 Non -Tile Applications: Install Titanium UDL-30 (top 'surface primed or inverted) in accordance with Sections 6.3.1 through 6.3.3 followed by Titanium PSU-30 (Silvassa, India) in accordance with Section 6.4. 5.3 Tile Applications: 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 mechanically fastened tile roofing, refer to, Owens Corning Roofing and Asphalt, LLC published installation instructions, but not less than the fastener density from FRSA/TRI April 2012 (04-12), Table 1, taking into account the wider sheet -width. For adhesive -set tile roofing, refer to Section 5.6.3 herein. Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. Refer to Table 2 herein, and Owens Corning Roofing and Asphalt, LLC published requirements for tile staging. Owens Corning Roofing and Asphalt, LLC specifies minimum 24-hour cure time after installation, before loading of roofing tiles. The use of sealant or mastic at tile fastener penetrations is required for all tile roofing installations. Contact Owens Corning Roofing and Asphalt, LLC for approved sealant or mastic types. As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. Contact the noted CIA 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 s Mission, BC, Canada FBC 1507.1.1 (Exception) Titanium UDL-30; Titanium UDL-50 Qingdao, China FBC 1507.1.1(Exception) Titanium UDL-25; Titanium UDL-30; Titanium UDL-5Q Silvassa, India FRSA/TRI 04-12 (2-ply system) Titanium PSU-30 (Silvassa, India) Offib�oo..:'. _ . '13AS'ffC?i;"i'�,�7t1 :�� fiaur0siZ'r.!�rt Nil. Intertek Testing Services NA Inc. — QUA1673; (604) 520-3321 N MO ETC, LLC C etificate of Authorization #32455 - END OF EVALUATION REPORT - Evaluation Report 111980.11.08-R5 e" EDITION (2017) FBC NON-HVHZ EVALUATION FL11602-115 Titanium Roof Underlayments Revision 5: 04/19/2018 Page 7 of 7