Loading...
HomeMy WebLinkAboutProduct Approvals (2) Florida Building Code Online 4/6/21,'7:23 AM' d - "ti ,,k yy�rq,}.""x'°., t r !"'yn�n'• r .•.,,a..e '" '4"''<^. r r �S'r r..,�*�#a'. '�::� -.. P ...-'.. '._.:, ' 'i�Y3`Y �"' fix l n `� \., f^Y Y a t, r c, i*7$ '�,i�d•.�` 1'r+`}..r�'' �yt,�,fiY' �'4,aetr.+faspw .. ��,:.,p49)ftll.i �k N�ij y � #jp�1 M P. 4 / '.�,,4,Yv�{y�5 i � k'4 v.7 F' �k'1.� j �y dE•.�+:T�ij�!j �,t 'SS,.� F.:r '.'t ��yt t'i; 1•� }�3��1 ,s v t y`4® 1,4 k�s'� fl �` .t S a �..�....;•�.u.,. i .-.:....F�.tu �.�.:sau..Fxt>su....,.u:,. b A�f�'r. BCIS Home Log In User Registration I Hot Topics Submit Surcharge I Stats&Facts I Publications Contact Us I BCIS Site Map f Links I Search dbor }}, ` � Product Approval 'q, c USER:Public User file ky7r'u�d'Cc�f'w,mra -- Product Approval Menu>Product or Application Search>Application List>Application Detail t eSiF FL# FL11602-R11 }� ; ttY REV W FC i Application Type Revision a. t \ aria r Code Version 2020 CODE: Application Status Approved f ,+ ST. LUCIE COUNTY u a� Patsy p s ,� r r + t , Comments (fi VK1'°" CC x4 Archived Product Manufacturer Owens Corning Roofing and Asphalt, LLC Address/Phone/Email One Owens Corning Parkway zF Toledo, OH 43645 „ c (740) 321-6345 Greg.Keeler@owenscorning.com P � � ,�?7OIR, `'{ 5� + _ Authorized Signature Keeler Greg 'P^ a Greg.Keeler@owenscorning.com Technical Representative. Greg Keeler ;. Address/Phone/Email 2790 Columbus Road ` K vi ' rr Granville, OH 43023 (740) 321=6845 greg.keeler@owenscorning.com ��a`� r K = Quality Assurance Representative s �sqf Address/Phone/Email kIR�f rS y �w Category Roofing Subcategory' Underlayments' - M Y Compliance Method Evaluation Report from a Florida-Registered Architect or a Licensed Florida ,off .Professional,Engineer Evaluation Report- Hardcopy Received Olt"' `r Florida Engineer or Architect Name who.developed' Robert Nieminen the Evaluation Report Florida License PE-59166 ;`Ike Quality Assurance Entity Intertek Testing Services NA,Inc. - QA Entity �'�c 'd'Y gr,yi a sr\ Quality Assurance Contract Expiration Date 12/31/2023 a liaa .xf+�`-- Validated By John W. Knezevich, PE 41 Validation Checklist- Hardcopy Received Certificate of Independence FL11602_may COI 2020_9 COI NIEMINEN.�df Referenced Standard and Year(of Standard) Standard Rear § � a" y ASTM D1970 2015 f ASTM D4533 tear strength) 2015 http://www.floridabuilding:orb/pr/pr_aop_dii.aspx?param=WGEVXQwtDgsQFc5K%2fTr•ZeHYB7UCe5KMr%2fsMfWgra38uK418vXGoCQQ%3d%3d Page 1 of 2 Florida Building Code Online 4/6/21,7:23 AM v ' �' 7 ASTM D4798 (weathering) 2011 { ' ASTM D4869 (liquid transmission) 2016 ASTM D5035 (tensile) 2011 u,;> s Alt�r . FRSA/TRI, Sixth Edition 2018 UL 1897 2015 1 a` Equivalence of Product Standards a Certified By Sections from the Code z Product Approval Method Method 1 Option D 5 Date Submitted 12/16/2020 P' .Date Validated 12/17/2020 a ) Date Pending FBC Approval 12/26/2020 i 1 f Date Approved 02/09/2021 Date Revised 02/12/2021 Summary of Products FL#' 'Model, Number or Name Description I 11602.1 Titanium Roof Underlayments Synthetic sheet-type roof underlayments Limits of Use Installation Instructions # " Approved for use in HVHZ: No FL11602_R11 1 2020 16 FINAL_Fjg TITANIUM FL11602- Approved for use outside HVHZ:Yes R11."d Impact Resistant: N/A Verified By: Robert Nieminen PE-59166. {f: Design Pressure: +N/A/-142.5. Created by Independent Third-Party:Yes Other: 1.)The design pressure noted herein pertains to Evaluation Reports use of a specific underlayment system beneath tile roof FL11602 R11 AE 2020 12 16 FINAL ER TITANIUM FL11602- i systems. Refer to ER Section 5.8.3 for details.2.) Refer to RI I.Pdf I �k ER Sections 5 and 6 for other Limits of Use. Created by Independent Third Party:Yes ' 3 L �h Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 . r The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement;:Refund Statement y,, , ;•:I 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 ro; 455.275(1),Florida Statutes,effective October 1,2012,licenseesdlcensed under Chapter 455,F.S.must provide the Department with an email address if they have i' 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: Credit Card M, 1 Safe' Y f'yt i http://www.fIoridabuiId1ng.org/pr/pr_app_dt1.aspx?param=wGEVXQwtDgsQFc5K%2fTrZeHY87UCe5KMr%2fsMfWgra38uK418vX0oCQQ%3d°/u3d Page 2 of 2 NEMO etc. Certificate of Authorization#32455 353 Christian Street,Unit#13 Oxford,CT 06478 (203)26279245 ENGINEER EVALUATE, TEST CONSULT EVAILUATIPWRE . ® . Owens Corning Roofing and Asphalt,LLC,, Evaluation Report 111980.11.08-R12 One Owens Corning Parkway FL11602-R11 Toledo,OH 43659 Date of Issuance: 11/03/2008 (740)321-6345 Revision 12:12/16/2020 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. The products described herein have been evaluated for compliance with,the 711 Edition(2020)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 and.FBC.1507.1.1. .. . 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 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 Ietc..Evaluated" may be displayed in advertising literature. If any,portion of the Eva Iuation..Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this•ehtire 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 th"e request of the Building Official. This Evaluation Report consists of pages:l through 8. Prepared by: ��Usi`uru,p,.•-- ,,,,-"'"''""...•-�""' »�. _,ate—.-r-- :..�`- _ r:.A�?-s .:_ _ �"' ^�...,... �....� ;;= off; •rCc.: • Robert J.M. Nieminen,P.E. The facsimile seal appearing was authorized by Robert Florida Registration No.59166,Florida DCA AIVE1983 -Nieminen,P.E.on 12/16/2020.This does not serve as an 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 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. ©2018 NEW ETC,LLC NMEMO I etc. ROOFING COMPONENT EVALUATION: •• Product Category: Roofing Sub-Category: U nderlaym ent Compliance Statement: Titanium""Roof Underlayments, as produced by Owens Corning Roofing and Asphalt, LLC, have demonstrated compliance with the following sections of the 71h Edition (2020) Florida Building Code. through testing in accordance with applicable sections the following Standards: Compliance is subject to the Installs#ion Requirements'and Limitations/Conditions of Use set forth herein'. AIR Section,:,,,,'"' : Proaerty Standard Year 1504.3.1 Wind resistance UL 1897 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 strength. - ASTM D4533 2015 R905.1.1.1(2&3,Exception),R905:1.1.1(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 We'att e'ring' ASTM'D4798 �2011 ` ;,Entity: 'Examination Reference' Date ERD.(TST6049) Various;system tests 135520.06.11.: 06/15/2011' ERD(TST6049)_, ,Wind;.UpfIft 135520.08.11-1 -08/12/2011 ERD(TST6049)... FRSA/TRI,tile slippage 4j-OC 19-SSUDL-01.A 06/14/2019, ITS(TST1509) FRSA/TRI,partial _ 3126617COQ-005 .10/31/2007 ITS I(TST1509) ASTM D4869;"LWT 10182310766Q-007A 12/09/2014 OWens Corning - • Product equivalency Declaration"' 06/18/2018 PRI(TST5878) ASTM D1970 OCF-341-02-01 09/20/2017 _ PRI(TST5878) FRSA/TR[40artIal " OCF-343-02-01 :' t; 11/09/2017.; PRI(TSTS878) ASTM D4798,D1970 . OCF7341;021,01 .::11/27/2017. ; PRI(TST5878) TAS 117(B);Pull-through OCF-422-02-02 04/03/2018 PRI(TST5878) FRSA/TRI,partial OCF-425-02-01 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,D5035 1378TO110 10/15/2020 PRI(TST5878) ASTM D4533,D4798,D5035 1378TO111 10/15/2020 PRI(TST5878) -ASTM D4533,D4798,D5035 1378TO112 10/15/2020 ITS(QUA1673) Quality Control Service Confirmation, 12/09/2026 ITS(QUA1673) Quality Control Florida BCIS Current ••® e • Product Material Standard " Plant(s) Description' 4.1 Titanium'"'PSU-30 ASTM D1970 and Dubai,UAE unreinforced polymer modified bitumen material FRSA/TRI 09-18 1 Brentwood;NH,: adhered to the underside of a polymer-coated,. synthetic woven sheet. The underside is backed with a release film. Unit weight,24..lbs/square 0. NEIVIO ETC,LLC Evaluation Report 111980.11.08-R32 Certificate of Authorization#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION FL11602-R11 Titanium Roof Underlayments Revision 12:12/16/2020 Page 2 of 8 *NEMO I etc. Product 1 ' Material Standard' Plant(s), p Descri tion.. , 4.2 Titaniumlm 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, coating. Unit weight 2.5 lbs.%square -Exception),R905.1.1.1(5) 4.3 TitaniumT""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, polymer coating.. Unit weight,4.0lbs./square Exception),R905.1.1.1(5) _- 4.4 TitaniumT"'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 weight 4.71bs:/square Exception),11905.1.1.1(5) 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- Dade 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 of fire,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. 5S 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. 5.6 Allowable Roof Covers:` - TABLE 1:.`ROOF COVER OPTIONS fBCSection 1507.2 1507`3 =,1507.4,&150 .5 15077 15078&'250719 Clay and Concrete Tile Asphalt Metal Panels Slate or Slate - ;.Wood Shingles and Undmayment Mechanical` Adhegive Shingles• ', Attach Set andShtngles Type Shingles Shakes Y ;" Yes Titanium PSU-30 Yes Yes Yes ' J Yes Yes Qointstrips,1507.1.1.3/ (See 5.6.1) R905.1.1.3) Titanium UDL-25_ Yes No No Yes Yes " No Yes Yes.,;:..: . Titanium UDL-30 Yes (Base Sheetln (Base Sheet , Yes. Yes No 2-ply system) 2-ply system) Titanium UDL-50 Yes No No Yes Yes No MEMO ETC,LLC Evaluation Report 111980.11.08-R12 Certiflcate of Authorization#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION FL11602-R11 Titantuin Roof Undeftyments' Revision 12:12/16/2020 Page 3 of 8 z MEMO etc. 5.6.1 Adhesive-set is limited to use of following underlayment/tile-adhesive combinations. TABLE 1A:ALLOWABLE TILE ADHESIVE UNDERLAYMENT COMBINATIONS1 Underlayment Adhesive Florida Product Approval Dupont"Tile Bond`Roof Tile Adhesive" FL22525 Titanium PSU-30 ICP Adhesives and Sealants"Polyset®AH-160" FL6332 ICP Adhesives and Sealants"Polyset®RTA-1" FL6276 5.7 Allowable Substrates: TABLE 2: SUBSTRATE OPTIONS FOR ADHERED UNDERLAYMENTS Substrates(designed to meet wind loads for project) Underlayment Application Type Primer Material(s) Deck/sheathing (Optional)ASTM D41 Plywood None ASTM D226,Type II felt Titanium PSU-30 self-adhering Base sheet ASTIVI D41 I 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 Fore 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 Underlayment Systems in Tile Roof Applications: The.following wind uplift limitations apply to underlayment systems that are not prescriptive in the FRSA/TRI Florida-High Wind Concrete and Clay Roof Tile:lnstallation 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 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 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,FBC 1609 or,FBC Residential Chapter 3. #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. 1 Refer to Tile Manufacturer's orAdhesive Manufacturer's Florida Product Approvolfor Overturning Moment Resistance Performance. NEMO ETC,LLC Evaluation Report 111980.11.08-R12 Certificate of Authorization#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION FL11602-R11 Titanium Roof Underlayments Revision 12:12/16/2020 Page 4 of 8 NNEMOJetc. #2 Maximum Design Pressure=-142.5 psf: 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=5/8-inchdiameter tin caps in accordance with Owens Corning Roofing and Asphalt;LLC'published 'installation requirements. 5.8.3.2 Mechanically=Attach'ed`BaseSheet:'" The maximum design pressure for the selected''asse,mbly'shall meet or exceed that required under FRSA/TRI Florida-High Wind'Corrcrete and Clay Roof Tle'Insidllatio►i Mahual, Sixth Edition,Appendix A,Table 1A 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 ANSI/SPRI WD1,FM Loss Prevention bata Sheet 1-29,Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. :Assem'blies marked with an asterisk* carry the .,limitations:set forth in Section; 2.2.10:1. oVFM- Loss Prevention ,Data Sheet 1-29 (February 2020) for enhancements. #3 Maximum Design Pressure=-30'6s1*: 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 Iess'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 rimer re wired at all.tin-ca s. - p 4 p Underlayment: One or two plies, Titanium. PSU 36, 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=-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, 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. NEWETC;LLC Evaluation Report 111980.11.08-R32 Certificate of Authorization#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION FL11602=R11' Titanium Roof Underlayments Revision 12:12/16/2020 Page 5 of 8 `i: I\lEMO I 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(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,,.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, #6 Maximum Design Pressure=-45 psf*: Deck: Min. 15/32-inch plywood to meet.project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet::;.. Titani um-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,self-adhered and back-nailed 6"ox,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: TABLE 3: EXPOSURE LIMITATIONS 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, Titanium UDL-50 Mechanically attached 180 NEMO ETC,LLC Evaluation Report 111980.11.08-R12 Certificate ofAuthorizatlon#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION FL11602-R11, Titanium Roof Under.layments Revision 12:12/16/2020 Page 6 of 8 OMEMO I'etc. 5.10 Tile Slippage Limitations: When loading roof tiles on the underlayment in direct-deck the 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 LIMITATIONS FOR DIRE 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 51 Titanium PSU-30 Lugged 5:12 . s 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 titanium*"UDL-25,,.Titanium'UDL-30.:or T)tanium,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. 6.4 Titaniurii'-M PSU-30r' 6.4.1 Non-Tile Applications: 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 II felt,the felt shall be fastened in accordance with FBC 1507.1.1 or R905.1.1. NEMO ETC,LLC Evaluation Report 111980.11.08-R12 Certificate of Authorization N32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION FL11602-R11 Titanium Roof Underlayments Revision 12:12/16/2020 Page 7 of 8 NNEMO I etc. 6.4.2 Tile Applications: Shall'be-installed incompliance with requirements for a Self-Adhered Membrane in' the FRSA/TRI 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. Refer to Table 4 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-3W-(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 for tile staging limitations.. fttLbING PERMIT s As required by the Building Official or Authority Having Jurisdiction to properly evaluate the installation of this product. Contact the named QAentity for manufacturing facilities covered by F.&C.Rule 61G20-3 QA requirements. Refer to Section 4 herein for products and production locations having met codified"material standards. �qVApTY ASSURA Intertek Testing Services.NA Inc:•-QUA1673; (312)906-7779;maura.norlander@intertek.com -END OF EVALUATION REPORT=•' NEMO ETC,LLC : . . Evaluation Report 111980.11.08-R12 Certlflcate of Authorization#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION FL11602-RII Titanium Roof Underlayments Revision 12,12/16/2020 Page 8 of 8