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Home My WebLink AboutEVALUATION REPORT - UNDERLAYMENTS114EM01 etc. Certificate of Authorization #32455 353 Christian Street, Unit #13 Oxford, CT 06478 (203) 262-9245 ENGINEER EVALUATE TEST CONSULT CERTIFY iMALUAtION REPORT' Owens Corning Roofing and Asphalt, LLC Evaluation Report 111980.11.08-R5 JOne Owens Corning Parkway SCANNED FL11602-R5 Toledo, OH 43659 BY Date of Issuance: 11/03/2008 (740) 321-6345 St Lucile County Revision 5: 04/19/2018 Iis Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of Instruction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The oducts described herein have been evaluated for compliance with the 6t' Edition (2017) Florida Building Code ctions noted herein. u: Titanium"' 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). NEMO 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. epared by: t J.M. Nieminen, P.E. Registration No. 59166, Florida DCAANE1983 2 C� ��5�1•gg-'t{i �'•�' - ^ r ;z = The facsimile seal appearing was authorized by Robert i •wS ry�a�'.•`" Nieminen, P.E. on 04/19/2018. This does not serve as an ,�✓4nr,�nn" electronically signed document. FICATION OF INDEPENDENCE: NEW 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 NEMOIetc. 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. l COMPONENT EVALUATION: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: TitaniumT'" Roof Underlayments, as produced by Owens Corning Roofing and Asphalt, LLC, have demonstrated compliance with the intent of the following sections of the 6` 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 Property4 _..A . _ Standard _ „ ;Year 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, Physical Properties ASTM D1970 2015 1507.2.9.2 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 Vi Examination �.. Reference Date ERD (TST6049) _._....._` ...... .. ... Physical Properties 115010.04.09 04/29/2009 ERD (TST6049) Physical Properties 115010.05.10 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 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 PRI (TST5878) TAS 117(B); Pull -through OCF-422-02-02 04/03/2018 ITS (QUA1673) Quality Control ITS Listings Current ITS (QUA1673) Quality Control Service Confirmation 09/30/2017 1 Self -Adhering Underlayments: �lW 1§�ffl and meets FRSA/TRI April 2012 when used in 2-ply system. 2 Mechanically Fastened Underlayments: 2.1 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/squarre; meets FBC 1507.1.1 & R905.1.1 (Exception). 2.2 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). 2.3 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 of Authorization #32455 6T" EDITION (2017) FBC NOW-HVHZ EVALUATION FL11602-RS Titanium Roof Underlayments Revision 5: 04/19/2018 Page 2 of 7 01NEM0 I etc. 5.1 This is a building code evaluation. Neither NEMO ETC, LLC nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions. 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 TitaniUMTm 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: 5.5.1 Asphalt '•e 6VE•• • Wood Shakes Underlayment Shingles Nail -On Tile Foam -On Tile Metal & Shingles Slate Titanium PSU-30 Yes Yes Yes Yet Yes Yes (Silvassa, India) 4_ ., \. Titanium PSU-30 Y`es o \ Yes Yes Yes (Brentwood, NH ) : \\\\ \\\ ��.. \ \\ ��?..��..,.. �\V\\V� A�_..�..�, �:,.� ...:...:.� tea. Titanium UDL 25 Yes No No Yes: Yes e `Yes �. Yes```a z Yes Titanium UDL-30 . Yes (Base Sfieet i[t2 ply (Base Sheet i� 2 ply Yes` Yes Yes Z� _... ..._,.. ...�...... ,.. .r.. _. ,�:.:,.. Titanium UDL-50 Yes No No Yes' Yes Yes "Foam -On Tile" is limited to use of following Approved tile adhesives / underlayment combinations. TAft • D Adhesive Florida;. Product Approval D • • Underlayments Dow TileBondT" FL22525 Titanium PSU-30 (Silvassa, India) ICP Adhesives Polyset® AH-160 FL6332 Titanium PSU-30 (Silvassa, India) .6 Allowable Substrates; Titanium PSU-30: 5.6.1 Direct -Bond to Deck: ➢ New untreated plywood; ➢ Existing untreated plywood, primed as needed with D41 primer to achieve bond. 5.6.2 Bond to Mechanically Attached Base Sheet: ➢ ASTM D226, Type I or II felt. ➢ Titanium UDL-30 (primed with D41 primer) or UDL-30 (inverted). ' Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. MEMO ETC, LLC Evaluation Report 111980.11.08-R5 Certificate of Authorization #32455 CH EDITION (2017) FBC NON-HVHZ EVALUATION FL11602-RS Titanium Roof Underlayments Revision 5: 04/19/2018 Page 3 of 7 MEMO 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 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 1A 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 (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. 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: Fasteners: i Spacing Primer: Underlayment: NEMO ETC, LLC Certificate of Authorization #32455 Titanium UDL-30 (inverted) 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 6-inch o.c. at 4-inch wide side laps and 8-inch o.c. at three (3), equally spaced center rows. ASTM D41 primer required at all tin -caps. One or two plies, Titanium PSU 30 (Silvassa, India), self -adhered Evaluation Report 111980.11.08-R5 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL11602-RS Titanium Roof Underlayments Revision 5: 04/19/2018 Page 4 of 7 01NEM0 etc. #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. .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. .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). NEMO ETC, LLC Cep ificate of Authorization 1J32455 Evaluation Report 111980.11.08-R5 6T" EDITION (2017) FBC NON-HVHZ EVALUATION F1.11602-R5 Titanium Roof Underlayments Revision 5: 04/19/2018 Page 5 of 7 OI-MEMO etc. Tiitani;=7`,UDL=25, Titanium UDL-30 or TitanFum UDL-50: 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. .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. .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. .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. .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 Mechanicallv 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. ➢ Apply the balance of the membrane to the substrate by removing the film and firmly pressing the membrane into place. ➢ Apply subsequent courses parallel to the eave in a shingle -type, water -shedding manner. ➢ 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. ➢ 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. ETC, LLC Evaluation Report 111980.11.08-R5 to ofAuthorization #32455 6N EDITION (2017) FBC NON-HVHZ EVALUATION FL11602-RS Titanium Roof Underlayments Revision 5: 04/19/2018 Page 6 of 7 5.4.3 I 6.5 6.5.1 I6.5.2 I 6.5.3 1 01NEM0 ! etc. Tile Applications (Titanium PSU-30 (Silvassa, India) onlyl: 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. Titanium 2=Ply System: 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. 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. 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. 611320-3 C!A requirements. The following plants have qualified products under their respective physical properties specifications. Plant Saecification Product Us Mission, BC, Canada FBC 1507.1.1 (Exception) Titanium UDL-30; Titanium UDL-50 i NEMO ETC, LLC Certificate of Authorization #32455 - END OF EVALUATION REPORT - Evaluation Report 111980.11.08-R5 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL11602-RS Titanium Roof Underlayments Revision 5: 04/19/2018 Page 7 of 7