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HomeMy WebLinkAboutProduct Approval (2) SCIS Home Log In + User Regisbation j Hot Topics t SUbmlt Sut�narge ! Stats.&Facts Publications { Contact Us MS Site Map [inks Search I loft jj db Product Approval l USER:Public User ; ;.r rra��.pf. Product AQnrovai Menu>Product or Agglication Search>&W!j;ttoa Ust>ApplleaHon Detall RECEIVED FL# fL1.1602-1113 U N 2 2021 Application Type evision Code Version 2020 Application Status t pproved St.Lucie County PQrmltting :S Comments s, " Archlved Product Manufacturer 6wens Corning Roofing and Asphalt,LLC Address/Phone/Email rine Owens Coming Parkway Toledo,OH 43645 E t740)321-6345 Greg.keeler@owenscoming.com Authorized Signature keeler Greg O� a Greg.Keeler@owenscoming.com G Q rr iI ` G F Technical Representative .Greg Keeler Address/Phone/Small 2790 Columbus Road �� Al F K Granville,OH 43023 +� Q (740)321-6345 00 + ` greg.keeter@owenscoming.com �• w ®GCp � Quality Assurance Representative Address/Phone/Email x '. Category 'Roofing Subcategory Underlayments Compliance Method :Evaluation Report from a Florida Registered Architect or a Licensed Florida " ProfessionalEng{neer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the;Robert Nleminen Evaluation Report t? Florida License '.OE-59166 Quality Assurance Entity'- Q ty intertek Testing Services NA,Inc.-QA Entity Quality Assurance Contract Expiration Date }12/31/2023 Validated By John W.Knezevich,PE Validation Checklist-Hardcopy Received Certificate of Independence :n11602 R13 COI 2021 01 COI NIEMIt N ndf Referenced Standard and Year(of Standard) Standard Year ASTM D1970 2015 ASTM D4533(tear strength) 2015 ASTM D4798(weathering) 2011 f~ 'I ASTM D4869(liquid transmission) 2016 ' ri ASTM D5035(tensile) 2011 ' FRSA/TRI,Sixth-Edition 2018 UL 1897 2015 ' EgWvatence of Product Standards N Certified By '.f ..i Sections from the.Code t; Product Approval Method Method 1 Option D Date Submitted (I4/19/2021 " Date Validated 94/19/2021 Date Pending FBC Approval "/26/2021 Date Approved d6/08%2021 � summa aof Produt;'ts,hzp���ry x.��{'91�r r..N;��s"y�:�..f..�..,., :x,F;s f�sf br `�,n t .,, �:..E+�t.,.,�.rm�'��_-'�:�.�.�cx:...` '��;.r-c. $�•:��;, <-2- Xt - 11602.1 Titanium Roof UnderiaymentS for use synthetic sheet-type roof underlayments in FBC non-HVHZ Jurisdictloris Limits of Use 1 installation instructions Approved for use in HVHZ:No FL11602 R13 II- 2021 04 19 FINAL ER IMNIUM FL11602- Approved for use outside HVHZ:Yes R13.odf Impact Resistant:N/A Verified By:Robert Nieminen PE-59166 Design Pressure:+N/A/--142.5 Created by Independent Third Party:Yes Other:1.)The design pressure noted herein pertalns.to use Evaluation Reports ' of a specific underlayment system beneath the roof systems. FL11602 R1 3 AE 2021 04 19 FINAL ER TITANIUM FI 1 16 7 Refer to ER Section 5.8.3 for details.2.)Refer to ER S ctions R13.pdf 5 and 6 for other Limits of Use. Created by Independent Third Party:Yes I y. Contact Us::2601 0lalr Sl.,Road,,Tallatteme EL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Co a htvrla 20074013 State of Florida.,::privacy statement.:AteessibllM statement::Refund statement Under Florida law,email addresses are public records.If you do not grant 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,effeddve October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address.if they have one.The emalls 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 area licensee under Chapter 455,FS.,please click WJY'. Droduct Approval Accepts: ® E M T. Credit.136W . _yT�3j• y4''p• �M Fl9` I i� 'i :4 :3 .i ;i i.( j F i j% 4 it �J '.i ONEMOjetc- 7. BUIL , As required by the Building Official or Authority Having jurisdiction to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS' Contact the named QA entity for manufacturing faci)lties 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. 9. QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc,—QUA1673;(312)906-7779;maura.noriandert@intertek.com -END OF EVALUATION REPORT- �1 :j 1 `t {1 �J L� i S; is a `f it Ij ;i :3 .j a i3 MEMO ETC,LLC Evaluation Report 111980.1L08-R14 GWIcate of Audwrization#32455 7-EDITION(ZOZ0)FBC NON-tMZ EVAWATION FL11602-1113 Titanium-Roof Onderiayments Revision 14:04/19/2021 Page 8 of 8 i� S 3 k i NEMO etc. 6. INSTALLATION: 6.1 Titanium®Roof Underlayments shall be installed 16 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 Titanium•UDL.25, itentumdtlDi 30,'titan#um'�;tbL50orT#taniutn�X30 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: i� Minimum fasteners shall be corrosion resistant, ring-shank cap nails shall be as set forth in FBC 1507.1.2.1 or 1507.1.13 or FBC Residential R905.1.1.1 or 1190544.3. 6.4 #lanPum•PSU 30,.. -. . .. . } 6.4.1 Non-Tile Applications: Shall be installed in compliance with requirements for an approved self-adhering underlayment(ASTM D1970)in FBC 1S07.1.1.1 or 1S07.1.1,3 or FBC Residential R095.1.1.1 or R905.1.1.3 for the type of prepared roof covering to be installed,and the manufacturer's installationnstructions. {! When installed over a mechanically attached,FBC Approved ASTM D226 Type II felt,the felt shall be fastened in accordance with FBC 1507.1.1 or R905.1.1. 6.4.2 Tile Applications: Shall be installed in compliance with requirement-for a self-Adhered Membrane in the FRSA/TRl Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition, and the manufacturer's .installation instructions. >? Refer to Section 5.8.3 for attachment limitations.. :1 Refer to Table 4 for tile staging limitations. 6.5 Titaniuln2,Pi S st777771 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. 6.5.3 Tile Applications: ' { Refer to Section 5.8.3 for attachment limitations. :`; Refer to Table 4 fortile staging limitations. } i i.t 't si 't �3 NEMO ETC,LLC ! Evaluation Report 111990.11.08-R14 Certificate o)Authorization J132455 7-EDITION(2020)FBC NqN-HVHZ EVALUATION FL11602-R13 Titanium•Root Underiayments Revision 14;04/19/2021 Page I of 8 q 'i z1 - i ONEMOletc. #(5 Maximum Design Pressure=-45 O t, Deck: Min.15/32-inch plywood to meet pra�pct requirements tosatisfaction of Authority Having Jurisdiction. Base Sheet Titanium®UDL-30(inverted) Fasteners: 12 ga.annular ringshank nails having Got 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 B-inch o.c.at three(3),equally spaced center rows. Primer: ASTM D41 primer required at all tin-rips. Underlayment One or two plies,Titanium'PSU 30,pelf-adhered and back-nailed 6"o.c.with 12 ga.galvanized annular rink shank nails through 32 ga.,1-5/87inch diameter tin caps in accordance with Owens Corning Roofing and Asphalt,LLC published lnstallatloO requirements. #t6 Maximum Design Pressure=45 nsf*: 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 ringshank nails having'not less than 20 rings per inch,heads not less than 3/8 inch diameter and length sufficientto 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,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. 5.9 Exposure Limitations: t : .. A8[E3.�05t1t{ELiMITATIONS tJnderiayment : ;Prepared on Type Maximum Fxpcsure idaysj Titanium°PSU-30 Mechanically attached 180 Ad esive-set the 180 Titanium®UDL-25,Titanium°UDL-30, Medlniplty attached 180 Titanium®UDL-50,Titanium®X30 i 5.10 Tile Sliooage Limitations: When loading roof tiles on the underlayment in direct-deck tile assemblies, the maximum roof slope shall be as follows. These slpe limitations can only be exceeded by using battens during loading of the roof tiles. TABLE4:TILESLIPPAGBUNIIYA�TONS WR DIRECT DCiC11kEINSTA1tA7IOPIS underlayment ;Tile Profile Staging Method rilorp. lope.; Fiat Max.10-tile stack 5:12 Flat Max 5-tile stack 6:12 Lugged s Max.10-tile stack 4:12 Lugged Max.5-tile stack 5:12 Max.10-tile stack(5 over 51 Titanium®PSU 30 Lugged H 5:12 NEMO ETC,LLC { Evaluation Report 111980.11.08-R14 M Certificate o Authorization g32455 7 D f EDITION(2020)FeC NQN-HVHZ EVALUATION FL11602-R13 Titanium•Roof ldderlayments Revision 14:04/19/2021 Page 6 of 8 t i; ii ONEMOjetc. #1 Maximum Design Pressure=-45 usf: f Deck: Min.25/32-inch plywood to meet project requirements to satisfaction of Authority Havingiurisdiction. Primer: (Optional)ASTM D41 "i 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 Coming Roofing and Asphalt,LLC published in.SWllation requirements. #2 Maximum Design pressure=-142.5 nsf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: None Underlayment 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.,1-5/9-inc diameter tin caps to accordance with Owens Corning Roofing and Asphalt,LLC published installation requirements. 5.8.3.2 I lechanically-Attached ease 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,Sixth Edition,Appendix A,Table 1A or the critical(highest)design pressure determined in accordance with FOC 1609 or FBC Residential Chapter 3. Alternatively,the maximum design pressure for t(e 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 i qualified design professional to resist the elevated pressure criteria.Commonly used methods are ANSI/SPRi 1.lD1,FM Loss Prevention Data Sheet 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 Full Loss Prevention Data Sheet 1-29 (February 2020) for enhancements. #3 Maximum Design Pressure=-30 osf": 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 havingnotless 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., 15/8"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-6ps- Underlayment: One or two plies,Titanium*PSU 34 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. I #4 Maximum Design Pressure=-30 PIP_ Deck: Min.1S/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Titanium"UDL-30(printed side up) Fasteners: 12 j ga:annular ring shank Halls 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: 64nch o.c.at 4-inch wide side laps ai d 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,Titaniume PSU 3f self-adhered and back-nailed max.6"mc.with 12 ga.galvanized annular rink shank nails through 32c. ,1-5/8-inch diameter tin caps in accordance with Owens Corning Roofing and Asphalt,LLC published iailation requirements. �i i '4 P ;t t ei �f NEMO ETC,LLC Evaluation Report 113980.31.08-R14 Certificate of Authorization#32455 7-EDITION(1020)FBC Nt7N-HVHZ EVALUATION FE11602-R13 Titanium*Roof tioderlayments Revision 14:04/19/2021 s Page 5 of 8 :1 �i :J ONEmojetc. & Underla Asphalt MetafPanels:, slate orsIbte* ' d .0 in pQ and Shin J. Attac .:Set`. Yes Yes Titanium*UDL-30 Yes (Base Sheet in l(Basesheetin Yes Yes No 1 2-01 system) 1.2-plysystem) TitaniumO UDL-50 Yes No No Yes Yes No TitaniurnO X30 Yes No No Yes Yes No 5.6.1 Adhesive-set is limited to use of following underlayTe nt tile-adhesive combinations. :bw 7- T Uitdertaymetit It d * Approval Dupont"Tile Bond"'Roof TileAdhesive" FL22S25 Titanium*PSU-30 ICP Adhesives and Sealants"Polyset®AH-160P FL6332 I ICP Adhesives and Sealants tyset-RTA-1- FL6276 J 5.7 Allowable Substrates i #P!MLAY gb to$(designed to meet w)nd loads for project) lun Deck/sheathing;,j (Optional)ASTMD41 Plywood None ASTM D226,Type 11 felt Titanium®PSU-30 self-adhering I Base sheet i ASTM D41 Titanium"UDL-30 None Titanium-UDL-30(inverted) 5.8 Attachment Limitations: A 5.8.1 For use under mechanically attached NON TILE priefpared roof coverings,attachment shall be in accordance with the manufacturer's installation instructions,but;:;for mechanically attached underlayments or base sheets-not I less than FOC 1507.1.1 or R905.1.1. Tj 5.8.2 For use under tile roof systems, attachment (hall be in accordance with the manufacturer's installation instructions,but not less than han Section 5.8.3 herei . 5.8.3 Wind Resistance for Underlayment Systems In Tfi Roof Applications; The following wind uplift limitations apply to und'erlayment systems that are not prescriptive In the FRSA/TRI Florida High Wind Concrete and Clay Roof rile Installation Manual,Sixth Edition,The 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 (the 2 to 1 margin of safe per FIBC1504.9 has already been applied). 5.8.3.1 Direct-to-Deck The maximum design pressure forthe selected.'`.�ssembly shall meet or exceed that required under FRSA/TRI Florida High Wind Concrete and Clay Roof Tile l6allation Manual,Sixth Edition,Appendix A,Table 1A or the critical(highest)design pressure determined in accordance with FOC 1609 or FBC Residential Chapter 3. tt ductApprovalfor Overturning Moment Resistance Performance. Refer to Tile manufacturers or Adhesive Manufacturer's Florida Pl� NEW ETC,LLC Evaluation Report 111980.11.08-1114 CertWcoteqfAuth0fizat1on#32455 in'EDITION(10201 FOC NON-HVHZ EVALUATION FL11602-R19 Titanium*Roof Ikedayments Revision 14.04/19/2022 Pap 4 of 8 fe ONEMOletc. 4. PRODUCT DESCRIPTION: Prodact AAaterial Stanila"rd Ptant(s) Description 4.1 Titanium"PSU-30 ASTM D1970 and ;tuba(,UAE unreinforced polymer modified bitumen material FRSA/TR10948 Brentwood,NH adhered to the underside of polymer-coated, a synthetic woven sheet. The underside is backed with a release film. Unit weight 24lbs/square 4.2 Titanium®UDL-25 1507.1.1.1(2&3, (*gdao,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, coating. Unit weight 2.5 lbs./square Exception),R905.1.1.1(5) 4.3 Titanium"UDL--30 1507.1.11(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, polymer coating. Unit weight 4.0 lbs./square Exception),R905.1.1.1(5) 4.4 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, ? polymer coating. Unit weight4.7 lbs./square Exception),R905.1.1.1(5) 4.5 Titanium°X30 1507.1.1.1(2&3, Qingdao,China synthetic sheet-type underlayment comprised of Exception),1507.1.1.1(5)/ a non-woven polypropylene top scrim laminated R905.1.1,1(2&3, to a central non-woven polypropylene scrim with Exception),R905.L1.1(5) j polymeric coating on the bottom side. Unit ASTM D8257 weight 5.0 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 R�port,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((.e.,Broward and Miami- Dade Counties). 5.3 This Evaluation Report pertains to above-deck roofcomponents. Roof decks and structural members shall be In accordance with FBC requirements to the satisfact( n of the Authority Having Jurisdiction. 5.4 This Evaluation Report does not include evaluation%f fire classification. Refer to FBC 1505 for requirements and limitations regarding roof assembly fire classificaition. Refer to FBC 2603 for requirements and limitations concerning the use of foam.plastic insulation. >:F 5.5 Titanium® Roof Underlayments may be used wit>1 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: TAetE •: oRC0 a�ptl t 0NS : feCSectian .1507A&35075 ClayandCo crete.Tlfe Underlaymenf AsphalE Metal Panets $late tiles orSlate- 1NbadShfa(itesand ' Shin es Mechanical : Adhesive•, and6.11..es YYI?eShhigles, Attach.. Set :. Titanium"PSU-30 Yes Yes Yes Yes (joint strips,1507.i.1.3/ (See 5.6.1) Yes Yes Rye 1 y31 Titanium"UDL 25 Yes NO No Yes Yes No NEMO ETC,LLC =i Evaluation Report 111980.11.08-R14 CerWicate of Authorkation#32455 7-EDITION(2020)FBC N6N4IVHZ EVALUATION FL11602-R13 Titanium•Roof U►rdertaytrrents Revision 14.04/19/2021 Page 3 of 8 i. :i ii I ONEMOletc. ROOFING COMPONENT EVALUATION: j Product Category: Roofing Sub-Category: Underlayment a Compliance Statement: Titanium®Roof Underlay+tients,as produced by Owens Corning Roofing and Asphalt, LLC,have demonstrated compliance with the following sections of the 7u'Edition (2020)Florida Building Code through testing in accordance with applicable sectiions the following Standards. Compliance is subject to the Installation Requirements and Limitations/Conditions of Use set forth herein. STANDARDS:2. aection Pr .e Standard Year 1504.3.1 Wind resistance UL1897 2015 1507.1.1,1507.2.4,1507.2.9.2/R905.1.1, Material standard ASTM D1970 2015 R905.2,8.2 1507.1.1.1(2&3,Exception),1507.1.1.1(5)/ Tear strerio ASTM D4533 202S R905.1.L1(2&3,Exception),R905:1.L1(5) 1507.1.1.1(2&3,Exception),1507.1.1.1(5)/ Tensile strength ASTM D5035 2011 R905.1.1.1(2&3,Exception),R905.1.1.1(5) 1507.1.1.1(5)/R905.1.1.1(5) Liquid water transmission ASTM D4869 2016 1507.3.3/R905.3.3 Material standard,' FRSA/TRI,Sixth Edition 2018 TAS 110 Accelerated Weathering ASTM D4798 2011 3. REFERENCES: An .': Examination :Reference ERD(TST6049) Various,system tests 135520.06.11 06/15/2011 ERD(T5T6049) Wind Uplift 135520.08.11-1 08/12/2011 iTS(TST1509) FRSA/TRI,partial ? 3126617COQ-005 10/31/2007 ITS(TST1509) ASTM D4869,LWT 101823107COQ-007A 12/09/2014 Owens Corning Product equivalency `t Declaration 06/18/2018 NEMO(TST6049) FRSA/TRI,the slippage `5 4j-0C 19-SSUDL-01.A 06/14/2019 PRi(TST5878) ASTM D2970 0CF-341-02.01 09/20/2017 PRI(TST5878) FRSA/TRI,partial ' OCF-343-02-01 11/09/2017 PRI(TST5878) ASTM D4798,D1970 OCF-341-02-01 11/27/2017 PRI(TST5878) TAS 117(B);Pull-through's OCF-422-02-02 04/03/2018 PRI(TS175878) FRSA/TRI,partial s OCF425-02-01 08/13/2018 PRI(TST5878) UL1897 1378TO02 07/10/2019 PRI(TST5878) ASTM D1623,TAS 103 OCF-507-02-01 08/13/2019 PRI(TST5878) UL1897 1378TO117 10/20/2020 PRI(TST5878) ASTM D4533,D4798,D5g35 1378T0110 10/15/2020 PRI(TST5878) ASTM D4533,04798,05 35 1378TO111 10/15/2020 PRI(TST5818) ASTM D4533,D4798,D5035 137ST0112 10/15/2020- PRI(TST5878) ASTM D4533,D4798,DS035 1378T0059 02/13/2020 PRI(TST5878) ASTM D8257-20 1378TOO61 01/21/2021 PRI(TST5878) ASTM D4798,TAS 103 ? 1378TO174 04/16/2021 ITS(QUA1673) Quality Control ; Service Confirmation 12/09/2020 ITS(QUA3673) Quality Control Florida BCtS Current i %t NEMO ETC,LLC Evaluation Report 111980.11.08•R14 Certtate of Authorization#32455 7-EDITION(2020)FBC NgN.HVHZ EVALUATION FL11602-R13 Titanium*Roof 02derlayments Revision 14-04/19/2021 ±' Page 2 of 8 `i ij r. NEMO etc. Certificate of Authorization#32455 353 Christian Street,Unit#13 Oxford,CT 06478 (203)262-9245 ENGINEER EVALUATE s:j TEST CONSULT REPORTEVALUATION Owens Corning Roofing and Asphalt,LLC Evaluation Report 111980.11.08-R14 One Owens Corning Parkway " F1.11602-1113 Toledo,ON 43659 Date of Issuance:12/03/2009 (740)321-6345 }'} Revision 14:04/19/2021 SCOPE: tj This Evaluation Report Is issued under Rule 61620-3 an (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 Cote. The products described herein have been evaluated for compliance with the 71'Edition(2020)Florida Building Cd:Oe sections noted.herein. iDESCRIPTioN.Titaniurre'R+aof Under}ayrrlents for etspxir�FBCnon HVHZ Ju��s�Ictlons � '� ,:` ;�;`:,':: .:`',:��:>:�;`--; LABELING. Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.1. { CONTINUED COMPLIANCE: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 clint 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 upda��d Code requirements with each Code Cycle. ADvERTISEMENT: The Florida Product Approval Number (F(#) preceded by the words "NEMO Ietc. 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 Evaluatio6211eport 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. s Prepared by: „• n;�,,,,__ �vw.�or..r..., r �• — LL: RobertJ:M.Nieminen,P.E • F: The facsimfte seat appearing was authorized byRobert Florida Registration No.59266,Florida DCAANE1983 j'�c'*�riy;;in�`°' Nieminen,P.E:on04/19/202L'this does not serve asan electronicaliysigned document CERTIFICATION OF INDEPENDENCE: n 1. 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. 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 flnan�lat 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 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. i, " ©2018 NEMO ETC,LLC r i ,i rt j •.t