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HomeMy WebLinkAboutAPPROVED Titanium PSU 30NEM0 I etc. Certifilcate of Authorization #32455 353 Christian Street, Unit #13 Oxford, CT 06478 (203) 262-9245 ENGINEER EVALUATE TEST CONSULT Owens coming Roofing and Asphalt, LLC Evaluation Report lll980.11.08-R12 One owens coming parkway FL11602-Rll Toledo, OH 43659 Date of lssuance: 11/03/2008 (740) 321-6345 Revision 12: 12/16/2020 ScopE: This Evaluation Report is issued under Rule 61G20-3 anc! the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code. The products described herein have been evaluated for compliance with the 7th Edition (2020) Florida Building Code sections noted herein. DEscRlpTloN: Titanium" Roof Underlayments LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.1.1. CoNTINUED ColvlpLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance or production facility location(s) changes, or Code provisions that relate to the product(s) change. Acceptance of our Evaluation Reports by the named client constitutes agreement to notify NEMO ETC, LLC of any changes to the product(s), the Quality Assurance or the production facility location(s). NEMO ETC, LLC requires a complete review of its Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTisEMENT: The Florida Product Approval Number (FL#) preceded by the words "NEMO|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- lNSPECTloN: 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: rf-I-------<- Robert I.M. Nleminen, P.E. Florida Registration No. 59166, Florjda DCA ANE1983 The facsimile seal appearing was authorized by Robert N.ieminen, P.E. on 12/16/2020. Th.is does not serve as an electronically signed document. CERTll:lcATION 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 NEM0 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 ©NEMoletc. ROOFING COIVIPONENT EVALUATION: Product category: Roofi ng Sub-Category: U nderlayment Compliance Statement: Titanium" Roof Underlayments, as produced by Owens Coming Roofing and Asphalt, LLC, have demonstrated compliance with the following sections of the 7th Edition (2020) Florida Building Code through testing in accordance with applicable sections the follc)wing Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. Section 1504.3.1 1507.1.1,1507.2.4,1507.2.9.2 / R905.1.1, R905.2.8.2 1507.1.1.1(2&3, Exception),1507.1.1.1(5) / R905.1.1.1(2&3, Exception), R905.1.1.1(5) 1507.1.1.1(2&3, Exception),1507.1.1.1(5) / R905.1.1.1(2&3, Exception), R905.1.1.1(5) 1507.1.1.1(5) / R905.1.1.1(5) 1507.3.3 / R905.3.3 TAS 110 Property Wind resistance Material standard Tear strength Tensile strength Liquid water transmission Material standard Accelerated Weathering Standard Year UL 1897 2015 ASTM D1970 2015 ASTM D4533 2015 ASTM D5035 2011 ASTM D4869 2016 FRSAITRI,Sixth Edition 2018 ASTM D4798 2011 Eptry ERD (TST6049) ERD (TST6049) ERD (TST6049) ITS (TST1509) ITS (TST1509) Owens Coming PRl (TST5878) PRl (TST5878) PRl (TST5878) PRl (TST5878) PRl (TST5878) PRl (TST5878) PRl (TSTS878) PRl (TST5878) PRl (TST5878) PRl (TST5878) PRl (TST5878) ITS (QUA1673) ITS (QUA1673) Examination Various, system tests Wind uplift FRSAml, tile slippage FRSAnRl, partial AS" D4869, LWT Product equivaleney ASTM D1970 FRSAml, partial A~D4798,D1970 TAS 117(a); Pull-through FRSAftRl, partial UL1897 ASTM D1623, TAS 103 UL1897 AASTMD4533,D4798,D5035 AASTMD4533,D4798,D5035 ASTM D4533, D4798, D5035 Quality Control Quality Control Reference 135520.06 .11 135520.08.11-1 4j-OC-19-SSUDL-01.A 3126617COQ-005 101823107COQ-007A Declaration OCF-341-02-01 0CF-343-02-01 0CF-341-02-01 0CF-422-02-02 0CF-425-02-01 1378T002 0CF-507-02-01 1378T0117 1378T0110 1378TO111 1378T0112 Service Confirmation Florida BCIS Date 6H5/2oll 08/12/2011 06/14/2019 uf)|3,i|2fyrln 12/09/2014 06/18/2018 ce|ro|2:Or] Ti|ce|2:OT] tll2J12fJrJ 04/03/2018 08/13/2018 cn|co|2:oiB 08/13/2019 co|2!D|2!fn!o TNT5|2!m!o uf)ITS/2JJ2:fJ cO|TS|2fJ2:I) T2/ce|2!02:0 Current *T. ``'S=r€-S,j€¥,,,§:`i:`i±-,±j ;.T`]9ri,: :. ` i,.,Lt.` ,` ;-.`-:A-:'.7,'-`,:,:.,':I,J,`-` , ;-,,:.,^.-.i`;.`.'.,_ ' `,.;--.-..1..,:`,`..'` , :,:: ` `_.+I.:..:i',` i`^:-,:_'::,.`...`, `-_,_ ,``` `.',_;`.-\,, ,:,,.,,:I:-:-=,:i-i`L,~-`,.:::_-`' `__:..-;:;_,A....''...'`,.``. I_ ::,-```L`:`:_T_ `,,._.`_',;\',.i\i`.i.I:-,/ ` , ' ` I _\ 4 Product Mate rial Standard Plant(s)Description Titanium" PSU-30 ASTFR D1970 andAITRl09-18 Dubai, UAE unreinforceadheredtosyntheticwwitharele d PhVSe olyeundenshfilm.mer modified bitumen materialersideofapolymer~coated,eet.Theunderside.IsbackedUnitweight24lbs/square S Brentwood, NH t 0 a MEMO ETC, LLC Certificate of Authorlzotlon #32455 77" E-DITION (2020) FBC NON-HVHZ EVALUATION Tltanlum Roof undorlaymonts Evaluation Report [11980.11.08-R12 F111602-Rll Revlslon 12: 12/16/2020 Peso 2 of 8 Product Matel.ial Standard Plant(s)Description Titanium" UDL-25 1507.1.1.1(2&3,Qingdao, China synthetic sheet-type underlayment comprised of Exception),1507.1.1.1(5) /a woven core coated on one side with a polymer R905.1.1.1(2&3,Exception),R905.1.1.1(5)coating. Unit weight 2.5 lbs./square Titanium" UDL-30 1507.1.1.1(2&3,Qingdao, China synthetic sheet-type underlayment comprised of Exception),1507.1.1.1(5) /a woven core coated on both sides with a R905.1.1.1(2&3,Exception),R905.1.1.1(5)polymer coating. Unit weight 4.0 Ibs./square Titanium" UDL-50 1507.1.1.1(2&3,Qingdao, China synthetic sheet-type underlayment comprised of Exception),1507.1.1.1(5) /a woven core coated on both sides with a R905.1.1.1(2&3,Exception),R905.1.1.1(5)polymer coating. Unit weight 4.7 lbs./square 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 High velocity Hurricane zone jurisdictions (i.e., Broward and Miami- Bade Counties). 5.3 This Evaluation Report pertains to above-deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. 5.4 This Evaluation Report does not include evaluation offire classification. Refer to FBC 1505 for requirements and limitations regarding roof assembly fire classification. Refer to FBC 2603 for requirements and limitations concerning the use of foam plastic insulation. 5.5 Tltanium" Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.6 Allowable Roof covers: TABLE 1: ROOF COVER OPTIONS FBC Section:1507.2 1507.3 1507.4 a 1507.5 1507.7 1507.8 & 1507.9 Underlayment Asphalt Clay and Concrete Tile Metal Panels Slate or Slate-Wood Shlngles andMechanicalAttachAdhesive-SetShingles and Shingles Type Shingles Slrakes Titanium PSU-30 Yes Yes Yes(See5.6.1)Yes Yes Yes(jointstrips,1507.1.1.3 /R905.1.1. Titanium UDL-25 Yes No No Yes Yes No Titanium UDL-30 Yes Yes(BaseSheet in2-plysystem)Yes(BaseSheet in2-plysystem) Yes Yes No Titanium UDL-50 Yes NO No Yes Yes No MEMO ETC, lLC Ce rtofhote of Authorlzatlon #3 2455 7" EDITloN (2020| FBC NON-HVHZ EVALUATION Titanium Roof Underlayments Evaluation Report l11980.11.08-R12 FLii602-Rai Revision 12: 12/16/2020 Page 3 of 8 ©NEMo|etc 5.6.1 Adhesive-set is limited to use offollowing underlayment / tile-adhesive combinations. TABLE IA: ALLOWABLE TILE ADHESIVE / UNDERLAYMENT COIVIBINATIONS± under[ayment Adhesive Florida Product Approval Titanium PSU-30 Diipont `Tile Bond" Roof Tile Adhesive"FL22525 lcp Adhesives and Sealants "Polyset® AH-160"FL6332 lcp Adhesives and Sealants `'Polyset® RTA-1"FL6276 5.7 Allowable substrates: TABl.I 2: SUBSTRATE OPTIONS I:OR ADHERED UNDERLAYMENTS underlayment Application Substrates (designed to meet wind loads for project} Type Primer Maten.al(s} Titanium PSU-30 self-adhering Deck / sheathing (Optional) ASTM D41 Plywood Base sheet None ASTM D226, Type 11 felt ASTM D41 Titanium UDL-30 None Titanium UDL-30 (inverted) 5.8 Attachment Limitations: 5.8.1 For use under mechanically attached NON-TILE prepared roof coverings, attachment shall be in accordance with the manufacturer's installation instructions, but -for mechanically attached underlayments or base sheets -not less than FBC 1507.1.1 or R905.1.1. 5.8.2 For use under tile roof systems, attachment shall be in accordance with the manufacturer's installation instructions, but not less than Section 5.8.3 herein. 5.8.3 Wind Resistance for underlavment svstems in Tile Roof AODlications: The following wind uplift limitations apply to underlayment systems that are not prescriptive in the l=RSAftRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, S.lxth Ed.it.ion. The Max.imum Des.lgn Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). 5.8.3.1 Direct-to-Deck: The maximum design pressure for the selected assembly shall meet or exceed that required under FRSAFTRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, S.ixth Edit`ion, Apper`d.ix A, Table lA or the critical (highest) design pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3. #1 Maxinum Design pressure= 45 Dsf: Deck; Primer: Underlayment: Min. 15/32lnch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. (Optional) ASTM D41 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 Coming Roofing and Asphalt, LLC published installation requirements. 1 Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. MEMO ETC, LLC Certificate of Authorization #32455 7" EDITION (2020) FBC NON-Hvliz EVALUATION Titanium Roof underlayments Evaluation Report l11980.11.08-R12 FL11602-Rll Revision 12: 12/16/2020 Page 4 of 8 ©NEMo|etc. #2 Maximum Design pressure =-142.5 pst: Deck: Primer: Underlayment: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. None One ply 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 Coming Rocifing and Asphalt, LLC published installation requirements. 5.8.3.2 Mechanically-Attached Base sheet: The maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI Florida High Wind Concrete and clay Roof Tile Installation Manual, S.ixth Edit.lan, Append.ix A, Table lA or the critical (highest) design pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3. Alternatively, the maximum design pressure for the selected assembly shall meet or exceed at least the Zone 1 design pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3. Elevated pressure zones shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANsl/SPRI WD1, FM Loss Prevention Data Shect 1-29, Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk* carry the limitations set forth in Section 2,2.10.1 of FM Loss Prevention Data Sheet 1-29 (February 2020) for enhancements. n Pressure = -30 osf*: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. 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 3/16inch with min. 32 ga.,1-5/8" diameter tin caps 6-inch o.c. at 4-inch wide side laps and 12-inch o.c. at three (3), equally spaced center rows. ASTM D41 primer required at all tin-caps. One or t\^/a 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 Coming Roofing and Asphalt, LLC published installation requirements. #3 MaximumDesi Deck: Base Sheet: Fasteners: Spacing: Primer: Underlayment: #4 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: Primer: Underlayment: NEMO ETC, LLC Ce rtifitt;ate Of Autho rization #32455 6-inch o.c. at 4-inch wide side laps and 12-inch o.c. at three (3), equally spaced center rows, ASTM D41 primer required over printed side of UDL-30. One or two plies, Titanium PSU 30, self-adhered and back-nailed max. 6" a.c. with 12 ga. galvanized annular rink shank nails through 32 ga.,1-5/8-inch diameter tin caps in accordance with Owens Coming Roofing and Asphalt, LLC published installation requirements. 7" EDITloN (2020} FBC N©N-HVHZ EVALUATION Titanium Roof u nderlayments Evaluation Report l11980.11.08-R12 FL1£602-Fill Revision 12: 12/16/20ZO Page 5 of 8 n Pressure = 45 Dsf*: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. ITitaniumuDL-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 a.c. at three (3), equally spaced center rows. ASTM D41 primer required at all tin-caps. 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 Coming Roofing and Asphalt, LLC published installation requirements. n Pressure = 45 osf*: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authorrty Having Jurisdiction. Titanium UDL-30 (printed side up) 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 over printed side of UDL-30. 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 Coming Roofing and Asphalt, LLC published installation requirements. #5 MaximumDesi Deck: Base Sheet: Fasteners: Spacing: Primer: Underlayment: #6 MaximumDesi Deck: Base Sheet: Fasteners: Spacing: Primer: Underlayment: 5.9 EXDosure Limitations: TABLE 3: EXPOSIIRE LIMITATloNS Underlayment Prepared Roof Cover Installation Type Maximum Exposure (days) Titanium PSU-30 Mechanically attached 180 Adhesive-set tile 30 Titanium UDL-25, Titanium UDL-30,TitaniumUDL-50 Mechanically attached 180 NEMO ETC, LLC Ce rtlficate Of Authorlzatlon #324S5 7" EDITION (2020` FBC NON-HVHZ EVALUATloN Tltanium Roof underlayments Evaluation Report l11980.11.08-R12 F111602-REl aevislon 12: 12/16/2020 Page 6 of 8 ©NEMo|etc. 5.10 Tile Slippage Limitations: 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 4: TiLE SLippAGE LiMiTATloNs FOR DiREor-DECKTILE INSTALLATioNs Underlayment Tile Profile Staging Method Maximum Slope Titanium PSU-30 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 Lugged Max. 10-tile stack {5 over 5} 5:12 ilPl rimDI [] 6.1 Titanium Roof Underlayments shall be installed in accordance with owens Coming Roofing and Asphalt, LLC published installation requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below. 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). Titanium" UDL-25, Titanium UDL-sO or Titanium UDL-50: 6.3.1 Shall be installed in compliance with requirements for a synthetic underlayment in FBC 1507.1.1.1(2, Exception), 1507.1.1.1(3, Exception) or 1507.1.1.1(5) or FBC Residential R905.1.1.1(2, Exception), R905.1.1.1(3, Exception) or R905.1.1.1(5) for the type of prepared roof covering to be installed, and the manufacturer's installation instructions, FBC requirements take precedence over the manufacturer's installation instructions. 6.3.2 Fasteners: Minimum fasteners shall be corrosion resistant, ring-shank cap nails shall be as set forth in FBC 1507.1.1.1 or 1507.1.1.3 or FBC Residential R905.1.1.1 or R905.1.1.3. Titanium" PSu-30: Non-T"e ADDlications: Shall be installed in compliance with requirements for an approved self-adhering underlayment (ASTM D1970) in FBC 1507.1.1.1 or 1507.1.1.3 or FBC Residential R905.1.1.1 or R905.1.1.3 for the type of prepared roof covering to be installed, and the manufacturer's installation instructions. When installed over a mechanically attached, FBC Approved ASTM D226 Type 11 felt, the felt shall be fastened in accordance with FBC 1507.1.1 or R905`1.1` NEMO ETC, LLC Certlflcate Of Authorlzatlori #32455 7" EDITION (2020t FBC NON-Hviiz EVALUATloN Thanlum Roof underlayments Evaluation Report l11980.11.08-Ftl2 FL11602-Rll Revision 12: 12/16/2020 Page 7 of 8 ©NEMoletc. 6.4.2 TileApplications: Shall be installed in compliance with requirements for a Serf-Adhered Membrane in the FRSA/TRI F/ori.da High Wind Concrete c!nd C/ciy Roo/ T//e /nsro//cti.on Monuo/, Sixth Edition, and the manufacturer's installation instructions. Refer to Section 5.8.3 for attachment limitations. Refer to Table 4 for tile staging limitations. 6.5 6.5.1 Titanium 2-Ply System: 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 ADDlications: 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. 6.5.3 TileAoolications: Refer to Section 5.8.3 for attachment limitations. Refer to Table 4 for tile staging limitations. As required by the Building Official or Authority Having Jurisdiction to properly evaluate the installat:ion of this product. Contact the named CIA entity for manufacturing facilities covered by F.A.C. Rule 61G20-3 QA requirements. Refer to Section 4 herein for products and production locations having met codified material standards. lntertek Testing Services NA Inc. -QUA1673; (312) 906-7779; maura.norlanc!er@intertek.com -END OF EVALUATION REPORT - NEMO ETC, LLC Certificate Of Autrlorlzation #32455 7" EDITloN (20201 FBC NON-Hvhiz EVALUATION Tltanium Roof underlayments Evaluation Report l11980.11.08-R12 FL11602-Rll Revlslon 12: 12/16/2020 Page 8 of 8