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HomeMy WebLinkAboutOwens Corning Underlayment R-10---------------- •BCIS Hare Login T' Wer Regis',:.ation �. Ho', Topics submit Surcharge Stets & ratU Nibli:ations. _... Contact Us BCIS Ste heap Emits - Search db' c�iF+rodu�t Approval?' L7Sca: Pnditr user a �';.r' Product A#aravaig :enu 7 Prod Ck nr a t'- n P r i 7 ARaiiMzUan last > Apphcatian Oetail FL FL11602-RIO Appiicatlon Type Revision Code Version 2017 Application Status Approved Comments Archived Product Mamaficturee Owens Corning Roofing and Asphalt, LLC Address/PhonelEmatl One Owens Corning Parkway Toledo, OH 43545 (740) 321-6345 Greg. Keeler@owenscornin g.cam Authorized Signature Keeler Greg Gr-9. Keeier@owenscorning.corn Technical Representative Greg Keeler Address/Phone/Email 2790 Columbus Road Granviiie, OH 43023 (7410) 321-6345 grev.keeler@ov4enscorning.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcat�agary Underlavrnenrs Compliance Method Evaluation Report from a Florida Registered Architect or a LIcensed Florida Professional Engineer Evaluation Report - Hardcvpy Received Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report Florida License PE-591.66 Qua ty Assurance Entity intertek Testing SerAces NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12131/2020 Validated By J&m W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence FLI1602 €21[7 CQI Z [71QQI NIcNiIIVEN.pdf Referenced Standard and Year {of Standard) sItandard Year A5 T M D1970 2015 A5 i M D226 (physiCa#s) 2009 ASTM D4798 201i FRSATaU Apt it 2012 2012 TAS 117(B) 1995 UL1997 2012 1 Equivalence of Product Standards Certified By Sections from the Coda Product Apyrovai Method Method 1 oprwn D Bate submitted 1011712019 Date Vaiidated 10117/2019 Date Pending F5C Approval 10/20/2019 Date Approved 12/10/2019 SurnLvary of Products FL # ? Model, Number or Wame QescAption i 11602.1 Titanium Roof Underiayments Synthetic street -type roof underlayments i Limits of Use 'I Installation Instructions Approved for use in KVHZ: Na FL t W602 R10 SI 2019 1-0_.FINAL ER FL11kgz-R10.lzdf Approved for use outside MVHZ: Yes Verified By: Robert Nieminen PE-$9166 Impact Resistant: N/A i Created by Independent Third Party: Yes i9esign Pressure: +N/AJ-45 � Evaluation Resorts Other. 1.) The design pressure noted herein pertains to use of , FLIZ50 - RIi7 r�E 2ii19 _0 FINAL ER FLIIEQ-i3�.{l..p� { a specific undedayment system beneath roam-nn the syrsems. Created by Independent Third Party: Yes } Refer to Cat Section 5.6.3 fa-. details. 2.) Refer to ER Sections 5 ! and 6 for other Limits of Use. M Conta& L!s :: 26Gi_Slalr SiGn �TaiiaFras�ee FL 32304 Aho.,2: H5i1-§87-TS24- iYlia St2tE OE FlotiCa p5 an RAI S CrllplAyar Fyn t1t i 7- 3 SFiw ilorda.:: PRYSL'y! U EPgMp,nj :: AgQEz 3€9ilFky ZMLE m� :: FtaFund Statement, Mader Florida lati•+, ernali aadtasses are public records. If you do FiC7i= want {Olin g-mail adds -SS rYlea=ed iri reSpor*-- to a PWIC-Cecord5 rf� Et rn, dO not Send electrOmC Mail to this eutlty. insread. rnn=L the OM,:e by phone or by tradiNonai mail. If yuis haVe airy questions, please contact 85CL487_1395. "pursuant w Sa--ajon 455.275(1), %rica Szu�tuths, etietYyve October 3, 2412, licensees Iimised under Chapter 455, R5. must prouide tits: Department With an emeil address it they ba-vt or+e. The emals prodded may be used For pifusal cilfnMunicatian with the iiteiVee, Hatiever email addresses arm public record. I` you do not Mr h W supply a personal address, DleasC provide- the ©eparimcnt with an email address Which can be ;trade avciilable- to the W.§fic. TO detarmine if you rre a licensee under Ghaoter 451S, FS., plea5fe dkk bait-, product Approval Accepts' : E M 01 etc. Certffrcate of Authoriaotion #324:55 353 Christian Street, unit #13 Oxford, C € 05478 (203) 262-9245 E1►6GWEER EVALUATE- TES-, CONSULT CERTIFY F over is Coming Roofing and Asphalt, LLC Evaluation Report 11 99U.31.08-Ki One Owens Corning Parkway FL12602-RIO Toledo, ©H 43655 fate of issuance: 11103]ZOGS (740) 321-6345 Revision 1110117/2019 SCOPE.. This Evaluation Report is issued under Rule 61620-3 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 Merninen, P.E. for use of the product under the Florida Building Cade and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the Vb Edition {2017] Florida Building Code sections noted herein. DEscitwnow Titanlwrff Roof Underfayments i.AieuNG: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein. CONMAWEd COMPUANCE: This Evaluation Report is valid until such :ime as the ranted productfs] changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. of any granges to the product(s), the Quality Assurance or the production facility location(s). MEMO ETC, LLC requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVEFMSEMENT: The Evaluation Report number preceded by the words "NEMOletc. Evaluated" may be displayed in advertising literature. if any portion of the Evaluation Report is displayed, then it shall be done in its entirety. NsaEcriow 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 jab site at the request of the Building Official. This Evaluation Report consists of pages 1 through 8. Prepared by: Robert I.M. Nieminen, P.E. �h The facsimile seas appearing Was autharized by Robert Fh77dG Registrationo. 591"6f>, Florida}�� ,�i r �g83 +`ricCB'i �fAn: iysr.•n NimtnEr. P.E. on IW17j2QEi. ih[s does rsOt serve ZS 3T electronically sign ed doeu ment. CER,nncAmoii QF 1NDrPzNKNCE: 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. 1 MEMO 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 Nierninen, P.E. does not have, nor wilt acquire, a financial interest in any other entity involved in the approval process of the product. 5, This is a building cede evaluation. Neither MEMO ETC LLC nor Robert Nieminen, P.E. are, in any way, tha Designer of Record for arty project on which this Evacuation Report, or previous versions thereof, is/was used for permitting or designs guidance unless retained specifically for that purpose. 9)2D18 NEMO ETC, LLC RC3t3FimG Ct3id'PONEAIT EVALUA.TiON, Product Category: Roofing Sub -Category. underlayment Compliance Statement, Titarsiuryff Roof Underlayments, as produced by Owens Corning Roofing and Asphalt, LLC, have demonstrated compliance with the intent of the following sections of the & Edition (2017) Florida Building Cade 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. D•-8 Section Pros a Standard Year 1504.3.1 Wind Uplfft UL 1897 2012 1507.1.1, R905A.1 Exception Unrailing, Breaking Strength, Pliability ASTM D226 2009 1507.L1, R905.1.1 Exception Tear Strength ASTM D197D 2015 1507.1.1, T1507.1.1, 1507.2.13.2 Pirysicai Properties ASTM M70 2015 _ 1507,3.3 Physical Properties FRSAJTRi April 2012 (R4-12) 2012 TA5 1:10 Accelerated Weathering ASTM i74798 2011 TA5110 Ptah -through resistance TA5117(B) 1995 Entice Examination Reference Hate ERD (TST6049) Physical Properties €15040.04M 0412.9/2009 ERD (TST6049) Physical Properties I15,010.05.30 05/14/2010 ERD (TST6045) Physical Properties €35520.06.11 06/25/2011 ERD (TST6049) ASTM 0226 138010.08.11 W11/2011 ERD (TST6049) Wind Upfift 135520-08.11-1 08/12/2011 ITS (TST1509) ASTM D226 311801000Q-00 G4126/2007 ITS(TST1509) rrs (TST1509) fi5(TS71509) ERD (€-"T6049) Owens Corning PRI(rST5878) PRI (T ST5878) FRI (T. Trd70) PRt(TST5878) PRI(TST5878) PRI (TST5878) PRI (TST5878) PRt (TST5878) PRI (TSTS878) PRI (T5i 5875) PRE (TSf587a) PRI(T5TSM) PRl(TST5873) ITS (QUA1673) ITS (QUA1673) N-tMO ET£,_ Li£ Celt; icare of Authorization r32455 ASTM D226 3M639COQ-002A 08/2112007 Physical Propenes 3 1666VCOQ-005 10/31/2007 ASTM 0226 101923107COQ 011 01/2312015 Physical Properties (NH) 4j-0C-19-S511DL-01.A 06/14/201-9 Product equivalency t7eciaration 06118/2018 ASTM D1970 OCF-341-02-01 09120j2017 ASTM 0197D; Tear strength 0CF-331-02-02 10/03/2017 ASTM ❑i.379, Tear strength 6CF-.332-02-02 10/03/2,017 ASTM D1970; Tear strength OCF-334-02-02 3-0/03/201.7 FRSA/' T April 2012 (04-12), partial 0CF-343-02-01 1110912017 AS7M D4798 OCF-341-02-01 11/27/2017 TA5117(8); Pull -through OCF-427-02-02 04/03/2018 FRSA/TRl April 2012 (04-12), partial OCF-425-02-01 09/13/2013 ASTM D226 / ASTM D4798 OCF-331-02-01 R1 05/0712019 AsTM D2261 ASTM D4798 OCF-332-02-0I R1 05/07/2019 ASTM D226I ASTM D4798 CCF-334-02-01 R1 USIti712019 UL1897 1378;0i32 07110/2019 Tensile adhesion 0CF-507-02-01 0911312019 Ctuality Control ITS Listings current Quality Control Service Confirrnatfon 0913OV2017 e EDITION (20171 F8C r'011-HVHZ FVAILUATION Titawkim hoof underlamems Evaluation Report f11920.11.08-R17 F..I OZ•Rli) Revision 31: 10/17/2013 Page 2 of a Product Specification €'lan$ s Descnsstron 4.1- %tani-arn°°' PSU-aO ASTM D1970 Dubai, lid & unreinforced polymer, modified bitumen mazer al adhered and F;SAITRl Brentwood, Nei tax tye under de of a polymer -coated, fntlletic vro en Aprl'' 2012 sheet. The underside is backed with a release film:. Unit weight 24 lbsJsquare 4.2 Titanium ` UDL-25 FBC 1507.1.1 Qingdao, China synthetic sheet -type underfayrnent comprised Of a woven & R905.1.1 core coated on one side with a polymer coating. Unit (Exception) weight 2.5 lbs./square 4.3 Titanium'°' UDL-30 FBC 1507.1-1 Mission, SC, synthetic sheet -type underlayment comprised of a woven & R905.1.1 Canada & core coated on both sides with a polymer coating. Unit (Exception) Qingdao, China weight 4.0 lbs.jsquare 4--A Titan=.urn`"' UDL--50 FBC 1507.1.1 Mission, BC, synthetic sheet -type underlayment comprised of a woven & 13905.1.1 Canada & core coated on both sides with a polymer coating. plait Exception) Qingdao, Chinn weight 4-7 1bs.1squ2re 5.1 This is a builrl'rng code evaluation. Neither MEMO ETC, LLC nor Robert Nleminen, P.E- are, in any way, the Resigner 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 puraose- 5.2 This Evaluation Report is not for use in i=i3C i-IVHZjurisd-ictions. 5.3 Fire Classification is not part of this report, refer to current Approved Roofing Materials Directory for Sire ratings of this product. 5.4 T-rtaniurnl' Hoof 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 rnade to the Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable Rolf Covers: T ABLE ' ROOF COVER UPTlC3Ai5 Asphalt Wood Shakes ElndarlayMQne Shingles Nail.lSnTile Foam-oa3 Tito Mahal $.sh!"eles i slota f Yes ;hanw n PSU-30 Yes Yes Yes -- Yes ! Yes - - {See s.S.11 Titanium UDL 25 Yes No NO Yes Yes Yes Yes Yes Titanium UDL-30 Yes (Base sseec in 2-ply {Rise Sheet in 2-Oy Yes � Yes � Yes sys�zml � Svs:em} LTitanium !!€1 SD Yes I IVv 1•f❑ Yes Yes Yes iN=.M0 ETC, LLC EvaluWan itePort 121980.11.0"11 cert r[rre af4urharizalfor. n32455 6 EDMON 12017) F8C NLBN-: VKZ EVAWA T ION ; LT1uil3-43C 'ritmium Roof MnderlaYrnents Revision n.!0/171202S Page 3 oi' S 5.5.1 "Foam -On Tile" is limited to use of following Approved the adhesives/ undedayment combinations. ° TA$r.E 1A: ALLowA6LE Ti€EADHMvE ( UnveRL4Yr ExT t"ommNATll]W 3 E3ridedaymerrt Adhesive Florida Product Approval DUPONTTile bond' Ff-22525 Titanium P5U-30 iCP Adhesives Poiysets AH-160 { FL6332 1CP Adhesives PolysetO RTA-1 FL6276 5.6 Allowable Substrates {for self _aAberingll: TAw 2: Sul smATE OmoNs Underlayment Primer Substrates TitaniumP�U-3v (Optional) ASTM D41 plywood None AS T M D226 felt A.STM D41 'rrtaniurn UDL-37 None -Manium UDL-34 (inverted) 5.5.T bind Resistance for lJnderiayment 5vstern5 in Foam -Lin Tile Applications: FRSA/TRI April 2012 (04-12) sloes not address wind uplift resistance of all underlayment systems beneath foam -on the systems, where the underlayment forms par; of the load -path. The following wind uplift limitations apply to underiayment systems that are not addressed iri FRSA/TRI April 2012 (04-12) and are used in €parr£ on the 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 {G4-I2), Appendix A, Table 1A or FBC 1609 :or determination of design wind loads. 41 Maxirrmm Design Pressure =-45 psf_ Deck: Min. 15132-inch plywood to meet project requiremerts to saiisfa ttion of Authority Having Jurisdiction. Pruner: (Optional) A5TM 041 Underlayr-nent: One or two plies, Titanium PSU-30, self -adhered and back -nailed max. 5" o.c. with 1.2 ga. galvWzed annular rink shank nailsthrough 32 ga., 1-5/8-inch diarnetertir. caps in accordance with Owens Corning Roofing and Asphalt, LLC published installation requirements. #2 Maximum Design Pressure = -30 psf*: neck: Min. 15J32-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 318 inch diameter and length sufficient to penetrate through the thickness of deck not less than 3I16-inch with min. 32 ga., 1-5f8" diameter tin cabs Spacing: 6-inch o.c. at 4-inch wide side laps and 12-inch a-c. at three (3), equally spaced center rows. Primer: ASTIR€ D4.1 primer required at all tin -caps. Underlayment. One or two plies, Tltanlum PSU 10, self -adhered and back -nailed max. V o.c. with 12ga. galvanized annular rink shank nails through 32 ga., 1-5/8-inch diameter tin raps in accordance with Owens Corning hoofing and Asphalt, LLC published Installation requirements. 'Refer to Me ManuY"acturees or Adhesive Murufacturer's FlorOa PrrductApprflval for Overturning Moment Resistance Performance NEMG E7C, LLC Ewluz&on Report 111M.M08-Rii CcTtfi to a; Autl2mUcr;iorr #32$55 6` ED1710N ('20 7) FBC NQrN-,PVEiZ EVALUA'noili FL11602-Rig Titanium Roof Underlayments Revision 11- 20/17_12019 Page 4 of S 04NEMO I etc, 43 Maximum Design Pressure= -30 asf*: 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 lass than 318 inch diameter and length sufficient to penetrate through the thickness of deck not less than 3116-inch with min. 32 ga., 1-51r diameter tin caps. Spacing: 6-inch o-c. at 44nch wide side laps an d 12-.inch o-c. at three {3), equally spaced center rows. Primer: AS TM D41 primer required aver printed side of UDL--30. Underlayment_ One ortwo plies,Titanium P5U 30, self adhered and back -nailed m= V o.c. with 12 ga. galvanized annular rink shank nails through 32 ga., 1-5/8-inch diameter tics caps in accordance with Owens Corning Roofing and Asphalt, LLC published installation requirements. #4 Maximum Design Pressure = -45 sf*-: Deck: Min. 15j32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Titanium UDL--30 diverted) Fasteners; 12 ga_ annular ring shank nails having not less than 20 rings per inch, heads not lessthan 3/9 inch diameter and Iength sufficient to penetrate through the thickness of deck not less than 3J16-inch withr min. 32 ga.,1-518" diameter tin caps spacing: 6-inch o.c. at 4•-irich wide side laps and S-inch o.c, at three (3), equally spaced venter rows. Primer: ASfM D441 primer required at all tin -caps. Underlayrnent: One or two plies, Titanium PSU 30, self -adhered and back-naiied 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. #F5 Maximum Design Pressure =-45 sf*: Deck: Min. 15J32-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. tha;s 20 rings per inch, heads not less than 3/9 inch diameter and length sufficient to penetrate through the thickness of deck not less than 3/16-inch with resin. 32 ga_,1-5X' 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. tine or i:wo plies, Titanium PSL1 30, self -adhered and hack -nailed 6" o.c. tivith 12 ga_ galvanized annular rink shank nails through 32 ga., 1-5/8-inch diameter tin taps in accordance with Owens Corning Roofing and Asphalt, LLC published installation requirements. 16.4.1 For mechanically attached Base Sheet, the maximurn design pressure for the selected assembly shall meat or exceed that required under FRSAJTRI April 2012 (04--12), Appendix A, Table IA - Alternatively, the maximum designs pressure for the selected assembly shall rneet or exceed the Zone 1 design pressure determined in accordance with €=BC 1609. 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 ANSijSPRI WDI, FM Loss Prevention Data Sheet 1-29 and Rocfir?g Application Standard RAS 117. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FAIT Loss Prevention Data Sheet 1-29 (lanuary 2016) for Zone 2/3 enhancements_ 5.7 Exposure Limitations: Titanium} UDI -25, Titanium UDL-30, Titanium UDL-50 or Titanium PSU-30 shall not he Rest exposed for longer than 180-clays. iEiV10 ETC, LLc Evaluation Report 1119MAL S-R11 CenFf caw 6fAurh19Ti=1'0n #33245.5 0 yDMON (2027) F13C NQW-1.1vH2 EVALUATION F'z11602-P, c Titanium Roof Underlaymeras Revision 11:1€311712019 Face 5 of a NNEIVIO � etc. 5-8 Tile Slippage LlrnitatiQnslper r"RSA TRl April Z;,] jZjg4-12)�: When loading roof tiles on the underlayrnent 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 3. T&E StipAAGE LimiTAnoNs FoR DIRECT -DECK RLE lrMrA, LAT10r45 { Underiayi st Tle Profile Staging Method Maximum Slope Titanium PSU-30 k i Hat Max. t0-tile stack 5:12 Fiat Max 5-tile stack 6:12 Lugged Max.10-tile stack 4.12 Lugged Max. 5-tile stack 5.12 Lugger Max.10-tile s�ack_(5 over 5] 5:12 I i 9 6.? Titanium Roof Cinderlayrnents shall be installed in accordance with Owens Corning Roofing and Asphalt, LLC published installation requirements subjectto 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 Titanium UDL-50., 6.3.1 Small be installed in compliance with the requirements for ASTM D226, Type 1 or 11 underlayment in FBC Fable 1507.1.1 or R905.1-1 farthe type of prepared roof covering to be installed, considering the wider sheet -width. 6.3-2 Fasteners - Mechanical attachment of Titanium UDL-25 and Titan€um UCL-30 is limited to ring, shank, roofing nails witti minimurn 1-inch diameter plastic caps. Mechanical attachment of Titanium UDL--50 is limited to ring shank roaring nails with minimum 3/8-inch diameter meads; drig shank roofing nails with minimum 1-inch diameter plastic caps, screws and plates; or plastic cap staples. 6.3.2,1 Code Reference. The Exception statement in FBC 1507.1.1 and FBC R905.1,1 states_ `-.except metal cop nails sholl he required where the ultimate design wind speed, V, ,r& equals or exceeds 150 mph." Owens Corning Roofing and Asphalt, LLC has furnished data w permit the use of 1-inch diameter plastic cap trails in lieu of metal cap nails for these appiications, whan the Titanium-,m UOL 25, Titanium UDL-30 or Titanium UDL-30 urdertayment Is installed beneath mechanically fastened prepared roof covers referenced in FBC Table I507.1.1 or R905.1.1. memo ETC, u'c Evaluation Rupert 111986.11.a8-911 Cjz icate ofAurthwiwdc?n #32455 9�- EC]iTiok'd 12017) FBC d0N-HVHZ EVALUA-HON FL' IGM-R10 Titanium Roo# Underleyments Revision 11! 110/17/2029 Page 6 of 8 O(NEMQJeU� 6.3.3 Slaves of 4:12 or greater: End (vertical) laps shall be minimurn 6-inches and side {horizontal) laps shall be minimum 4-Inches. End (vertical) laps shall be offset from course to course not less than 6 feet Minimum attachment shall be in accordance with FSC Table 1507.1.1 or R965.1.1. When batten systems are to he installed atop the underlayment the underlayment need only be preliminarily attached pending attachment of the battens. 6.3.4 Slaves of 2:12 to less than 4.22: End (vertical) laps shall be minimum 12-inches and side (horizontal) laps shall be minimumm 25-inches. End (vertical) laps shaft be offset from course to course not less than 6 feet. Begin by fastening a 25-inch wide strip along the eaves. Place a 'Full -width sheet' over the starter, completely overlappingtte starter course. Continue upslope, maintaining rninirnum 25-inch side (horizontal) laps, resulting in a double -layer application. Minimum attachment shall be in accordance with l SC Table 1507.1.1 or R905.1.1. Secure end laps 4-inch o.c. When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached ;)ending attachment of the battens_ 15.4 j Tffaniunfa PSU-30: 6A.= Non -Tile lnstallatians: - - - - Shail be installed in compliance with the codified requirements for ASTM D1970 underlayment in FaC Table 1507.1.? for the type of prepared roof covering to be installed, and Owens Corning published requirements. Titaniumt" PSU-30 shall be back -mailed in accordance with Owens Corning published installation requirements. 6 4.2 Nail -fin Tile Applications: Shall be installed in compliance with the requirements for Self -Adhered membrane underlayment set forth in i RSAJTRI April 2012 (04-12), and Owens Corning published requirements. Titanium"I PSU-30 shall be back --misled max. 6" o.c. with 12 ga, galvanized annular rink shank nails: through 32 ga., 1-5/8-inch diameter tsn caps in accordance with Owens Coming published installation requirements, Refer to Section 5.8 for tilt staging limitativns- 6.4.3 Foarn-OnTile Applications: Small be installed in compliance with the requirements for Self -Adhered Membrane underlayment set forth In FRSAITRI April 2012 (04-12), and Owens Corning published requirements. T Ranium' PSU-30 shall be back -nailed [max- r" with 12 ga_ galvanized annular rink shank nails through 32 ga., 1-5/9-inch diameter em caps in accordance with Owens Corning published installation requirements. Refer to Table 1A for allowable tile adhesives. Refer to Section 5.6.1 for wind uplift limitations. Refer to Section 5.8 for the staging limitations. 6. ` Titanium 2-Ply System: 6.5.1 the Titanium 2-Ply System consists of a base layer of Titanium tli3L--30 (toys -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: lnstallTitan9urn UDL-3t; (tap surface primed orsheet inverted) in accordance with Section 6.3 followed byi itaniurn PSU-30 in accordance with Section 6A- NEIVIO ITC, LLC Evaluation Report 1119W.11,09-Ril Cer6tj=e of Authorizo&v4*2455 P EiNTION (24047) : SC NON-HIIHZ EVALi3A"fl(3,',S ;LLIU2-Rie rd2nlum Roof I;tndeftyments Revision 11.,10/1712019 Page 7 of 9 OOMEMOjetCa 6.5.3 Nail -On Tile Apolications; For nai'-on the installations, install Titanium3? UD --30 (top surface primed or sheet Inverted) in accordance. with FRSA]TRi April 2012 (04-12), using Section 6.3 as a guide, and considering the wider sheet width relative to ASTM D226 felt Then apply Titanium PSU-30 in accordance with Section 6.4. Refer to Section 5.8 for the staging limitations. 6.5.4 Foam -On Tile Applications: For foam -are the installations, install Titanium UDL--30 (top surface primed or sheet inverted) in accordance with Section 5.6.1 herein. Then apply Titanium PS#d-30 in accordance with Section 6.4 Refer to Table 1A for allowable the adhesives, Refer to Section 5.61 for wind upfift limitations. Referto Section 5.8 for tile staging limitations. As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. Contact the manufacturer or the naraed. QA entity for plants covered under Rule 51G20-3 QA requirements. Refer to Section 4 herein for product & production locations having met codified physical properties specifications. #nterrei; Testing SeMces NA inc, -- QUA1673; (604) 5203321 - EWD OF EVALUATION REPORT - 'Mr!M0 ETC, LLC Evaluation Report 111.980-IL08-R11 Certifk &eafAYtftDriravm#32455 0EL#TiON(8Q17)FSCNQf4•FcVKZEVALUlkIMN FL11£42-R14 'r%Wtum Roof Underlayments Ravisian 21: 3.0117f 2919 Page a of 8