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Home My WebLink AboutProduct approvals〆3′2。伽U山。迫も\剛隠感電註百態詔書謎離籍認諾醒 F」♯ AppllCatIOn TγPe Code Version ApplicatlOn Status ⊂omments ArchlVed Product Manufacturer Add「ess/Phone/∈mali Authorized Signature Te⊂hnicaI Rep「esentatIVe Address/Phone/Ema= Qua=ty Assurance Representative Address/Phone/Ema= Catego「Y Subcate90「Y CompIiance Method FIorida Engineer or A「⊂hjtect Name who deveIoped the Evaluation R印ort FIorida License Qua=tY Assurance EntIty QuaIity Assu「ance Cont「act Expi「ation Date Va=dated By Certificate of Independence Referenced Standa「d and Yea「 (Of Standa「d) Tri-Bu冊Mate「iais G「OuP. 」LC PO Box 70 Ruthe百〇「d, N] 07070 (800)与16-148与 david,rUIZ@t「ibu冊mg.com David RuiZ david,ruiz@tribu冊mg.com David RuiZ 250 Rou亡e 17 No直h East Rutherford, NJ O7073 (之Ol) 842-之449 david,ruiz@tribuiltmate「laIsgroup.com R○○fing UnderIayments EvaIuation Report from a FIo「ida Registered Architect or a LiCenSed Fiorida ProfesstonaI ∈nginee「 Evaiuation Report - Hard⊂OPy Re⊂eived Robert Nieminen PE-与9166 U」」」C O7/18/之0之0 John W, Knezevich, PE 子　Va=dation Check=st - HardcopY RecelVed FL16048　R6　COI 2O17∴ 01 COI Nieminen,週 Standa rd ASTM D1970 ASTM G155 FM 4474 FRSA/TRI Ap「= 2012 (04-12) 〕し1897 Method l Optton D O9/2与/2017 10/01/之017 10/03/之017 12/1之/2017 SummaryofP細oducts 書し鵜 M。d。一,Numb。.。.Name　「 Desc「ipt盲on 16048.1 TRトBUIし丁RoofUnderIaYmentS Self-adhe…g′mOdifiedbitumenroofunderiayments LimitsofUse 重nstallationInstructions Appl-OVedforuseinH VHZ:No FL16048　R6　n　2017　O9　FINAL　ERTRI-　　　　　　　　　　1 BUI山UNDERLAYMENTSFL16048-R6.由f Ver浦edBy:RobertNieminenPE-59166 CreatedbYIndependentThirdParty:Yes ApprovedforuseoutsideHVHZ:Yes 重mpactResistant:N/A DesignP「essu「e:+N/A/-150 Other:1.)Thedesignpressurenotedhereinpertainstouseof EvaluationRepoれS foam-Ont用esystemsovertoptheseIトadheringunderi∂Yment FL16048　R6AE　2017　09　FINALERTRI- foroneparticularapp=⊂a tion.SeeERSe⊂tion5.6.4fordeta=s. BUIし丁UNDERLAYMENTS　FL16048-R6,駈 2.)RefertoERSection5fo「otherLimitsofUse. CreatedbYIndependentThirdParty:Yes 画　面詞 Contact Us..岬Phone: 850-487-1824 The State of Ftorida is an AA作EO empioYer.塁脚h岬・ :吐Lpry Statement " Ac⊂eSSibil聖y′ Statemen'言: Refund Statement Unde「 FIorida law, ema= addresses a「e pu恥⊂ records. If you do not want y。Ur e-mail address reieased i= re5POnse tO a Publ'C-reCOrds request, do not send eIectronic mail to this ent時Instead, 0ntaCt the office by phone 。r bv tradltIOnal m訓. 1f you have any questlOnS, Please contact 850・487.1395. *Pursuant to Sectlon 455i275(1)′ Florlda Stafutes′ effectIVe October l, 2012′ iicensees licensed …de「 Chapter 455′ F.S. must provlde the Department w剛an emaii ∂ddress if they have one' The emaii§ provided may be used for offl⊂ial ⊂Ommunicatron with the iicensee. However emaii add「esses are public re∞「d. If YOu do not wrsh to supply a personal address′ Piease provIde the Department with an ema" add「ess which can be made ava帖ble to the pub"c. Tt) dete「mine if you are a li⊂enSee unde「 Chapter 455声S.. pIease cllck重工i. P○○duct App「OVai Accepts: 各国図画園田 C晦dit Ca「d 圏圏 https://wwwifloridabuilding.o「g/p「/pr_aPP_dtI.aspx?param=WGEVXQwtDqtFPmdYiNDWrwipmtAnR8jv9FiYHTk4FLCxcqVtRhfvMw%3d%3d　　　　　　2/2 TRIN寒丁r ) ERD EVAしUATiON REPORT EXTERIOR RESEARCH & DES霊GN,ししC. Cert折蘭書e QfAuthoriz。tion #9503 3与3 CHRISTIAN STRE打, UNIT#13 0XFORD, C丁O6478 (203) 262-924与 TRl-BUiLT Mate「iais Group,しLC PO Box70 Rutherford, N」 O7070 (800) 516・宣48与 Evaluation Report A42960.10・12-R6 干し16048-R6 Date of lssuance: 10/25I2012 Revision 6: 09/25/2017 Scop各: This EvaIuation Report is issued under RuIe 61G20-3 and the appiicabIe 「uIes and regulations goveming the use of construction materials in the State of FIorida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the F-orida Bu=ding Code and FIorida Building Code′ ResidentiaI Voiume・ The products described herein have been evaluated for compIiance with the 6th Edition (2017) FIorida Building Code SeCtions noted herein. DESCRIPT10N: TRI-BUIしT Roof UnderIayments LA排しING: LabeIing sha= be in accordance with the requirements the Accredited QuaIity Assurance Agency noted herein. CoNTiNUEDCoMPしiANCE: This Evaiuation Report is va=d until such time as the named product(S〉 changes, the referenced QuaIity Assurance documentation changes, Or PrOVisions ofthe Code that reiate to the product change. Acceptance of this Evaluation Report by the named ciient constitutes agreement to notify Robe「t Nieminen, P.E, if the product changes or the referenced Qua航γ Assurance documentation changes. TrinityI ERD requires a compIete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTIS恥ENT: The EvaIuation Report number preceded by the words ′′Trinityi ERD Evaluated’’may be displayed in advertising literature. 1f any portion ofthe EvaIuation Report is dispIayed, then it sha= be done in it; entirety. iNSPECTION: Upon request, a COPy Of this enti「e EvaIuation Report sha= be provided to the user bv the manufacturer or its distributors and shail be avaiiabie for inspection at thejob site at the request ofthe Bu胴ing O塙ciaI. This EvaIuation Report consists of pages l through 6. Prepa「ed by: 匿雪国 Robert 」.M. Nieminen, P.E. Horido /ねgisfrdtion No. 5gJ66, Horid。 DCA AN鱒g83 CERTIFICATION OF INDEPENDEN⊂E: 1. Tr面ty匡RD does not have, nOr does it intend to acquire o「 wi帖t acqui「e, a financia=nterest in any companY manufacturing o「 distributing products it evaIuates. 2, T「inityi ERD is not owned, OPerated or contro=ed by any company manufacturing or distributing products it evaIuates. 3. Robert Nieminen, P.E. does not have nor w用acquire, a financia=nterest in any companv manufacturing o「 distributing products for Which the evaiuation reports are being issued. 4. Robert Nieminen, P.E. does not have, nOr W川acqujre, a financia=nterest in any other entitv invoived in the approvai process ofthe PrOduct. 5. This is a bu=ding code evaIuation. Neither TrinitYiERD nor Robert Nieminen, P上. are言n any way, the Designer of Reco「d for any PrOject on which this EvaIuation Report, Or PreVious versions thereof, is/was used for permittIng Or design guidance unless retained SPeCifica=y for that purpose. TRIN案TY ERD RooFING CoMPON各NT EvAしUATiON: 1.　Scop各; Product Category:　　　　Roofing Sub-Catego「γ:　　　　　UnderIavment Compliance Statement: TRI-BU皿Roof Underiayments′ aS PrOduced by TRi-BUlしT Materials Group′ししC′ have demonstrated compliance with the foIIowing sections of the 6th Edition (2017) Florida Building Code through testing in accordance with the foilowing Standards, Compliance is subject tothe insta=ation Requi「ements a=dしimitations / Conditions of Use set forth herein. 2.　STAN DARDS: Sectjon 1与04.3.1 1与04.3.1 1与04.6 1与07.2.4 / 1与07.1.1, 1与07.2.9.2 1与07.3,3 3.　R陣とRENC各S: 匝堕聖 ERD 〈TST6049) ERD (丁S丁6049) 各RD (丁S丁6049) ERD 〈TST6049) 巨RD (丁S丁6049) ERD (TST6049) ERD (丁S丁6049) 賦D (丁S丁6049) ERD (TST6049) ERD 〈丁S丁6049) ERD 〈TST6049) ERD (丁S丁6049) 巨RD (丁S丁6049) ∪しLLC. (QUA9625) UL. LLC. (QUA9625) Property Wind Resistance Wind Up=ft Accelerated Weathering Phvsical Properties PhysicaI Properties Examinatioれ PhysicaI Prope面es PhYSicaI Properties Physical Properties PhvsicaI Properties Physicai Properties PhYSical Prope面es Physica看Properties PhYSical Properties Physical Properties PhysicaI Properties PhysicaI Properties AcceIerated Weathering Wind Resi§tanCe Qua=tγ Controi QuaIitv Control Standard FM 4474 ∪し1897 ASTM Glうら ASTM D1970 FRSA几RI Apri1 2012 〈04-12) Reference S40与40.0之.13-1 S40与40.11.13 S40与40.03. 14 S44870.04. 14-2 S44870.04. 14-3 S44870.04. 14-1 S44870.04. 14-4 S43与30.02.14-1-RI S43与30.0与.14 S40与40.10.14 SC764与.02,15 SC8与之0.04.1与 SC1404与.0与.17-RI Multiple一」isting R16814 Service Confirmation 堕垣 02/19/2013 1 1/19/之013 03/26/2014 04/02/2014 04/02/2014 04/10/2014 04/10/2014 0与/14/2014 0与/之8/2014 10/3 1/2014 02/13/201与 0与/之7/之O15 06/07/2017 12/10/201与巨xp. 07/18/之020 4.　PRODUCT DESCRIPTION: 4.1　　T「匝u批Sand-R SA Shingle Undel.laγment is a seif-adhering′ glass-mat reinfo「ced′ Sand-Surfaced′ SBS modified bitumen roof underIayment, With a 36-inch sheet width; meetS ASTM D1970. Tri_Built S/A HT TU UnderIayment i§ a SeIf-adhering, nOn-WOVen POIyester fabriG Su南ced, SBS modified bitumen roof underIaYment; meetS ASTM D1970 and FRSA/TRI Apri1 2012. Tri-Bui看t Smooth HT SIA Underiayment is a self-adhering. giass-mat reinforced, fiim-Surfaced, SBS modified bitumen roof underIayment; meetS ASTM D1970. 5 ,　LIMITATiONS: 5.1　　This is a building code evaluation, Neither TrinitylERD nor Robert Nieminen, P'E. are, in any way, the Designe「 of Record for any project on which this EvaIuation Report, Or PreVious versions thereof, is/was used for permitting or design guidance uniess retained specific訓y for that purpose. 5.2　　　This Evaiuation Report is notfor use in FBC HVHZjurisdictions" 与.3　　Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing MateriaIs Directorv for fire ratings of this product, Exterlor Research and Design,ししC. `帥殖o書e qI A u書hoI血書Ion船場0う 6m EDITION (2O17) FBC NON-HVHZ EVAしUATION T則一言UI叶寄○○f UnderlaγmentS; (800) 516.1485 EvaIuation Report A42960.1O.12・R6 干し16048・ R6 RevIsion 6: 09125I20宣7 Page 2 of6 与.4 TRINIT了ERD TRI-BUiしT Roof Underlayments may be used with anv prepared roof cover where the product is specifica=Y referenced within FBC approvaI documents, lf not listed, a requeSt maV be made to the Authoritv Having 」urisdiction for approval based on this evaIuation combined with supporting data for the PrePared roof covering. 5.与　　　A=owable Roof Cove「s: TABしEl:RoofCovEROpTIONS　　　　　　　　　　　　l Underiayment Asphalt Shihgles Nail-OnTiIe Foam-OnTile MetaI WoodShakes &ShihgIes SI尋te 丁「主Bu Unde tSand-RSAShingie ayment Yes No No No Yes Yes Tr主Bu tS/AHTTU Yes Yes Yes Yes Yes Yes Unde ayment See与.与.1 丁「主Bu Unde ItSmoothHTS/A ayment Yes No No Yes Yes Yes 5.5.1　′′Foam-On Tile当s limited to use ofthe fo=owing Approved t=e adhesives / underlayment combinations. 5.6　　　A=owabIe Substrates: 5.6.1　　Di「ect-Bond to Deck: Tri-BuiIt Sand-R SA ShingIe Underlaγment, Tri-Bu航SIA HT TU Underlaγment Or Tri-Bu航Smooth HT SIA Unde「Iayment applied to: >　Plywood; ASTM D41 primed pIywood; OSB; ASTM D41 primed OSB; Southern Yeliow Pine; ASTM D41 Primed Southern Ye=ow Pine; ASTM D41 primed structu「aI concrete. While not required over pIywood, OSB or Southem YelIow Pine substrates′ TRI-BUILT MateriaIs Group・しし⊂ recommends p「iming the deck if the finai roof cover is not slated for inst訓ation within 24 hours' Note: TR鵬UiしT Materials G「oup.皿requires tongue-and-grOOVe board decking be covered with plywood or OSB prio「 to insta=ation of the self-adhering underIavment. Bond-tO-InsuIation: Tr鵬u批Sand-R SA ShingIe UnderIayment, Tr鵬uiIt SIA HT TU Underlaγment Or Tr鵬u批Smooth HT S/A Unde「Iaγment aPPiied to: >　Dens Deck Prime; SECUROCK Gypsum-Fiber Roof Board. For insta=ation under mechanicaiiv attached prepared roof coveri=gS, insulation sha= be attached per minimum requirements of the prepared roof covering manufacturer,s product Approva上For insta=ations under foam-On tile systems (Tr鵬uiIt S/A HT TU UnderIayment onlY), insulation attachment sh訓be designed by a qua冊ed design professionaI and inst訓ed based on testing of the insulation/underIavment system in accordance with FM 4474′ Appendix D orTAS l14′ Appendix」・『u咋r ro 7-i/e Mq叩佃Cturert Or Adhe5ive肋nu佃Cturert FIoridc, Product Approvc,/jor OvertL’rning Moment種sist。nCe Pe所)rmnCe. Exte「Ior Re§earCh and Deslgn,ししC. `e青笹の書e可Au書hoI如きion脚与03 6▼H EDITION (2017)鵬C NON-HVHZ EVAしUATION TRI.BUi町Roof UnderIaγmentS自800) 516-1485 Evaluatlon Report A42960.10.12-R6 置し16048" R6 Revision 6: 09/25l2017 Page 3 of6 : TRINIIY ERD 与.6.3　　Bond to Mechanica=v Attached Baseしaver: Tri-BuiIt Sand-R SA Shingle UnderIayment, Tri-Bu批S/A HT TU Underlaγment Or Tri-Bu航Smooth HT SIA Underiayment appiied to: > ASTM D226,Type 1 0r =feit, For insta=ations under mechanica=y attached p「epared roof coverings, base layer sh訓be attached per minimum codified requi「ements. For insta=ations under foam-On tile svstems ITri・Bu靴SIA HT TU Underiaγment Oniy), base layer sh訓be attached per minimum requirements of FRSA/TRI Apri1 2012 (04- 宣2). 5.6.4　　Wind Resistance for Unde「Iavment Svstems in Foam-On刊e ADPlications: FRSAITRI Ap間2012 (04-12) does not add「ess wind upl腫resistance of a= underIayment systems beneath foam-On tiIe systems, Where the underlayment forms part of the Ioad-Path. The fo=owing wind up腫=mitations appiy to direct-deck underiayment svstems that are not addressed in FRSAITRi Aprii 2012 (04-12) and are used in foam-On tile app=cations, Maximum Design Pressu「e is the resuit of testing for wind load resistance based on a=owable wind loads, and reflects the uItimate passing pressure divided by 2 (the 2 to l margin of safety Per FBC 1504.9 has already been appIied). Refer to FRSA/TRi Apri1 2012 (04-12), Appendix A, TabIe lA or FBC 1609 for dete「mination of design wind pressures. #1　Maximum Design Pressure=-45.ODSf: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having 」urisdiction. (OptionaI) ASTM D41 o「 RESISTO EXTERiOR PRIMER Tri-Bu航S/A HT TU Underlayment, SeIf-adhered. n Pressure = -67.5 psf: StructuraI concrete to meet project requirements to satisfaction of Authority Having 」urisdiction. Soprema Elastoco1 600c T正Bu航S/A HT TU UnderIaγment, SeIf-adhered. n Pressure = -150.O DSf: Min. 1与/32-inch APA十ated BCX pIYWOOd (may be instaiIed C-Side up) to meet project Deck: Primer: Underiayment: #2　Maximum Desi Deck: Primer: Underlavment: #3　Maximum Desi Deck: requirements to satisfaction of Authority Having 」urisdiction. DeckPrepa「ation: PIywood sh訓be thoroug出y cieaned to 「emove dust and debris that may inhibit adhesion. All sheathing fasteners sha= be d「iven flush with the surface. A= sharp SPlinters and wood projections sha= be removed/sanded. Primer:　　　(OptionaI) RESISTO EXTERIOR PRIMER Underiayment: Tri-BuiIt S/A HT TU Underlayment, SeIf-adhered, Sha= be tho「oughiY rO= using hand ro=er and/or weighted ro=er to ensure there are no voids, and ensure there are no VOids/bridging at side and end-Iaps, #4　Maximum Design Pressu「e = -60.Oosf: Deck:　　　　　Min. 19/32-inch pIywood to meet project requirements to satisfaction of Authority Having Jurisdiction, Base Sheet:　　Soprema Sopra-G or Modified Sopra-G mechanicaliy attached with naiIs (FBC 1517.5.1) and tin caps (FBC 1517.5.2) spaced 6-inch o.c. atthe4-inch laps and 6-inch o.c. in th「ee. equ訓y spaced rows in the center ofthe sheet, Underiayment:　Tri-Bu航SIA HTTU Underlayment, Self-adhered, Exterlor Research and Deslgn,しし〔, `e岬的調書e qI A u書hor厄帥Ion舶503 6†H EDITION (2017)鵬C NON"HVHZ EVAしUATION TRI・BUiLT Roof UnderIayment§"800) 516・1485 EvaiuatIon Report A42960.10.12-R6 置しま6048" R6 RevIsion 6: 09/25I2017 Page4 of6 ∴ TRIN看丁Y ERD 5.6"4.1　For mechanica=y attached Base Sheet, the maximum design pressure for the selected assembIy sh訓meet Or eXCeed that required under FRSA几RI Ap「ii 2012 (04-1Z). Appendix A, TabIe lA. Alte「nativeIY, the maximum design p「essure for the seiected assembIy sh訓meet or exceed the Zone l desjgn pressure determined in accordance with FBC 1609. in this case, Zones 2 and 3 sha= empioY an attachment density designed by a qua輸ed design professional to resist the elevated pressure criteria. Commoniγ uSed methods are ANSI/SPRi WDl, FM Loss P「evention Data Sheet l-29 and Roofing Appiication Standard RAS l17. Assembiies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FMしOSS Prevention Data Sheet l-29 (Janua「γ 2016) for Zone 2/3 enhancements, 5.7　　　Exposure Limitations: Tri-Bu航Sand-R SA ShiれgIe Underlayment or T正Bu航Smooth HT S/A Unde南γment Sha= not be left exposed for longer than 30rdays after insta=ation Tr曲uiIt S/A HT TU Underlayment sha= not be left exposed for Ionger than 180JaγS after instalIation. 5.8　　’刷e S=pDage山mitations (TAS lO3 Der FRSA/TRi Apr= 2012 (04-12=: When loading roof tiies on the underlayment in direct-deck tile assemb=esI the maximum roof sIope sha= be as foilows. These siope =mitations can only be exceeded by using battens durjng loading of the roof tiIes. TAB鵬2:TlしきSしIPPAGEしIIV冊ATIONSFORD IRECT-DECKTIしEINS丁AししATIONS‘ Underiayment TiIeProfiIe StagingM ethod　　M三豊m Tr主BuiItS/AHTTU UnderiaYment Fiat Max.10-tiI estack　　　　　　　　　　　6:12 しugged Max.10-ti estack　　　　　　　　　　与:12 Lugged Max.10-tiIestack(bo ttom2-t=estack Shaiibeinverted,fo=o Wedby8tiieshigh 6:12 OnSIope,aSSho Wnbelow) ∴∴∴i∴∴ミ .二十五導懸葦 ∴∴∴∴:∵∵∴宰∵::∴三義満\￣三」邸畢。、揮 Exte画or Research and Desiきn,ししC. `e青的脚鳩qfAu書horI袖章Ion綿50う 6Ⅲ EDITION (2017)問C NON〃HVHZ EVA」UATIoN TRhBUi∬ Roof Underlayments; (80O) 516.1485 EvaIuatlon Repon A42960.10.12-R6 札宣eO48・ R6 RevIslon 6: 09/25/2017 Page 5 of6 ∴ TRINI丁Y ∴ ERD 6.　1NSTAししATiON : 6.1　　TRl・BUiしT Roof UnderIayments sha= be insta=ed in accordance with TR鵬UiしT Mate「ials Group,山C Published insta=ation requirements subject to the Limitations set forth in Section 5 herein and the SPeC謂cs noted beiow. 6.2　　Re-fasten anv ioose decking paneIs′ and check for protruding naiI heads. Sweep the substrate thoroughiy to remove anv dust and debris priorto app=cation, and prime the substrate 〈ifapp=cabIe). 6.3　　　Tri-BuiIt Sand・R SA Shingie Underlavment, Tri-Built S/A HT TU Underlavment or Tri-Built Smooth HT S/A UnderIavment: 6.3.1　ShaiI be instaiied in compliance with the requirements for ASTM D1970 under看ayment in FBC TabIe 1507.1.1 for the type of prepared roofcovering to be inst訓ed. 6.3.2　　Non-Tile appiications: WhjIe p「iming is optionai′ TRi-BUI晴MateriaIs GroupI山C recommends priming the deck if the finai roof COVer is not slated for insta=ation within 24 hours. AppIy sheet para=el to the roofedge. Ro= out approximateIy lOft of membrane and peel backthe first 3 ft of release fiim. Adherethe exposed part to the substrate and unro= the remaining membrane as far as possibIe. Once the entire length of membrane is in pIace, PeeI-Off the release個m diagona時W回e holding the membrane tight. FirmIv ro=, broom or hand-PreSS the membrane into place to achieve a bond. HorizontaI seams shouId be minimum 3-inches, COnfigured to shed water, VerticaI seams should be 6- inches and staggered not less than 2誼from verticaI seams in the course beiow, SeaIed in accordance with TR○○BulしT MateriaIs Group,ししC requirements, When insta川ng at sIopes above 8:12, TR鵬UIしT MateriaIs Group,しLC recommends back-naiiing in the OVeriap area atthe top ofthe sheet at 12-inch o.c. For Va=eys and Ridges: Cut underIayment into 4 to 6 foot lengths. PeeI the reiease paper and cente「 sheet OVer Va=ey or ridge. Drape and press sheet into pIace′ WOrking什om the center of the v訓ey or ridge in each direction. For v訓eys, aPPIy the sheet starting at the Iowest point and work upward. 6.3.3　　¶Ie Ap即cations什ri-BuiIt S/A HTTU Underiavment onlv): Reference is made to FRSAITRI Ap刷2012 (04-12=nstaiiation Manual and Tabie l herein, uSing the instructions noted above as a guideiine. Forfoam-On tile appiications, reference is made to Section 5.6.4 herein for wind resistance limitations that fa= outside the scope of FRSAITRi Ap胴2012 (04-12). 刊e sha"　be loaded and staged in a manner that prevents tile s=ppage and/or damage to the underIayment"　See Tabie 2 herein, and TRl鴫Ui町MateriaIs Group,ししC pu帥shed requirements for t=e 気aging. 7.　Bu置しDING PERM汀REQUIREMENTS: As required by the Bu冊ing OfficiaI or Authority Having 」urisdiction in order to properIy evaiuate the insta=ation of thisproduct. 8.　MANUFA⊂TURiNG PLANIS: Gulfport,MS 9.　QuAしITY AssuRANCE EN¶TYこ UL.しLC - QUA9625; (314)与78-3406中chan〔e=or@us.uI.com "各ND OF EVAしUATION REPORT " Exterior Reiear`h and De印n,ししC. Ceh姉の書e可Au書ho偏り〃on舶I与の 6T“ EDITION (2017) FBC NON"HVHZ EVAしUATION TRl.BUIしT R○○f UnderIavments; (800) 516.1485 Evaluatlon Report A42960,10.12-R6 札ま6048-R6 RevIslon 6: 09/2512017 page 6 o16 栂0　重心心もトも F」# App=cation Type Code Ve「Sion App=catton Status Comments Archived P「Oduct Manufacturer Add「ess/Phone/Ema= QuaIity Assurance Representative Address/Phone/∈ma = Categ°甲 SubcategorY CompIiance Method Owens ⊂o「ning One Owens Coming ParkwaY 巾iedo′ OH 436与9 (740) 404-7829 g「eg. keeIe「@owensco「ning.com Greg Keeier greg.keeler@owenscoming.com MeI San⊂rant l Owens Corning PKWY lbIedo, OH 43659 (419) 376-8360 meI.sanc「ant@owensco面g.com FIorida Li⊂enSe QuaIitY Assu「ance Entity Quaijty Assu「ance Contract Expiration Date VaIidated BY Certificate of Independence Referenced Standard and Year (Of Standard) PE-与9166 PRI Const川〔面on Materials 「tchnoIogies, LLC Ol/Ol/2099 John W. Knezevich, PE ボ　Validation CheckIist - Hardcopy Re⊂eived FLlO674　R15　⊂OI 2019　01 ⊂OI NIEMINEN,輯 Standa「d ASTM D1970 ASTM D3161 ASTM D3462 ASTM D7158 EquivaIence of Product Standards Ce巾fied BY Se⊂tiOnS from the Code https://ww.floridabuiIding.org/pr/pLaPP_dtI.aspx?param=WGEVXQwtDqtBNbEY5V%2boQT%2b6w7ahRegICQ8ucR6ixEDL76gG32Q9MA%3d%3d Method l OptiOn D O8/15/2019 08/1与/之019 08/21/之019 10/1与/之019 SummarvofProducts Fし持 Model,Numbero細Name Desc細iptlon loe74.1 o機e青さCorn活gAsロ旭脆R∞1漕暢 ShingiesandStarters 3-tab.4-tab,5-tab,laminated.starte「andhip&ridgeshingIes しIml書sofUse InstalIationInstructions App○○vedlo「uselnHVHZ:No FLlO674∴R15II2019　08　FINAし　ER　OC　ASPHAI丁 App○○vedforuseouts ldeHVHZ:Yes SHINGLES　Fし10674・R15　df ImpactResistaれt:N/A Ve「ifiedBY:Robert〕 ,M.NiemjnenPE-59166 DesignPressu「e:N/A C「eatedbyIndependentThirdPa巾y:Yes Other:Refe「toER,Section与, 管VaiuationReports Fし10674　R15　AE　2019　08　FINAL　ER　OC　ASPHAL「 SHINGL∈SFLlO674-R15.由王 C「e∂tedbyIndependentThi「dParty:Yes 塵塾　頭 Contact Us ::岬Phone: 85○○487」824 The State of FIo「ida ls an AAAgO empIoven重犯池ght 2007・2013 State of Ftorrda言出通塾y Statement. : Access酬ity Statement ‥ Ref…d Statement …der恥rida law′ email add「esses are publie 「ecords. If you do not want you「 e-ma" add「ess released in response to a p=blic-reCOrds request, do not send ele⊂t「Onic maiI to this entity. Irrstead′ COntaCt the offiee by phone o「 by traditlonai ma'I・ ]f YOU have any questlons’Please contact 850.487'1395. *Pursuant to SectlOn 455.275(1), FIonda Statutes・ effectw∨e October l′ 2012′ Iicensees l'CenSed under Chapter 455′ F'Si must Provlde the Department with an ema一一address if they have one. The em副s Prowded may be used for offlclaI communicatron with the l鷹nsee. However ema" addresses are pub畦record. If you do nct wich to supply a personai add「ess′ Please Provide the D印artment W圃h an emali add「ess wh刷can be made av訓abie to the publlc. 1t) determ-ne if you are a llcensee …der Chapter 455膏S., PIease click ha. Product Approval Acoepts: 田園直配回国 Cre〔航Card 巨重昭 NEMOI etc. Cen妨afe qfAu書horizo亡ion #2455 353 Christian Street, Unit #13 Oxford, CT O6478 (203) 262-924与 ENGIN離R EvAしUATE TEST CoNSULT CERT昨Y Owens Co「ning EvaIuation Report O37940.02.12・RlO One Owens Comjng Parkwaγ　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　乱10674-R15 ToIedo, OH 43659　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　Date of lssuance: OZIO6I2012 (74O) 404"7829　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　Revision lO: 08/15l2019 Scop各: This Eva厄ation Report is issued under Rule 61G20-3 and轟e app"cable rules and regulations goveming the use of COnStruCtion materiaIs in the State of Florida. The documentation submitted has been reviewed by RobelてNieminen, P.E. for use ofthe product underthe日orida BuiIding Code and FIorida BuiIding Code, Residentjal Volume. The products described herein have been evaIuated for compiiance with the 6th Edition (2O17) FIo「ida BuiIding Code sections noted herein. DESCRIPTiON: Owens Coming Asphalt Roof Shingles LAB帥N6: Labeling sh訓be in accordance with the requirements of the Accredited QuaIity Assurance Agencγ nOted herein and FBC 150ヲ.2.7.1 I R905.2.6.1 CoNTINUED CoMPしIANCE: This Evaiuation Report is valid unt= the named product(S) changes, the referenced Quaiity 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 Rob帥Nieminen, P.E. of any changes to the PrOduct(S), the Quaijty Assurance o「 the production fac冊y location(S), NEMOletc. requires a compIete review of this EvaIuation Report reiative to updated Code requirements with each Code CycIe. ADV亡RTiSEMENT: The EvaIuation Report number p「eceded by the words ′′NEMOIetc. EvaIuated’’may be dispIayed in adve面sing literature. If anγ POrtion ofthe Evaluation Report is displayed, then it sha= be done in its entirety. iNSPECTION: Upon request, a COPy Ofthis entire EvaIuation Report sha= be p「ovided to the user bv the manufacturer or its distributors and sha冊e available for inspection at the job site at the request ofthe Bu=ding Official. This EvaIuation Report consists of pages l through lO. Prepared by: 一㌔素享子く∴ご〆ぺ一一∴∴∴∴シ Rober=.M. Nieminen, P.各. FIorido tegi5trOtion No. 591 66, FIor/do Dαl AN軸983 C蘭丁昨ICATION OF INDEPENDEN(叢: 1. NEMOietc. does not have, nOr does it intend to acquire, Or Wi旧t acquire, a financia=nterest in any company manufacturing or distributing products it evaIuates. 2. NEMOletc" is not owned, OPe「ated or contro=ed by any company manufactu「ing or distributing products it evaIuates. 3. Robert Nieminen, P.E‘ does not have no「 wi= acquire, a financiaI interest in any company manufacturing or dist「ibuting products for Whi⊂h the evaIuation reports are being issued. 4. Robert Nieminen, P.E. does not have, nOr W用acquj「e, a fjnancia=nterest in any other entity invoIved jn the approval process ofthe PrOduct. 5. Thisjsa bu囲ingcodeevaiuation. Neither NEMOletc. norRobert Nieminen, P.E. are, in anvway,the DesignerofRecordforanvproject On Which this EvaIuation Report, Or PreVious versionsthereof, is/wai uSed for permitting or design guidance unIess retained specific訓y forthatpurpose. ⑥2018, NEMO ETC, LLC RooFING SYSTEMS EvAしUATION: Product Category:　　　　Roofi ng Sub-Category:　　　　　　AsphaIt Shingies Compiiance Statement: Owens Coming Asphait Roof Shingles, aS PrOduced by Owens Co「ning, have demonstrated compiiance with the fo=owing sections of the 6‘h Edition (2017) FIorida Building Code and Fiorida Bu脚ng Code, ResideれtiaI Volume through testing in accordance wjth the fo=owing Standards. CompIiance is Subject to the lnstaIIation Requi「ements andしimitations / Conditions of Use set forth herein. Se債ion 1与07.2.4, R90与i2.3 1与07.2.与, R90与.2.4 1与07.2.7.1, R90与.2.6.1 1507.2.7.1, R90与.之.6.1 堕型堕 Owens Corning PRI (TST5878) ULしLC (CER9626) UL LLC (CER9626) U」 LLC (TST9628) ∪しLLC (TST9628) UL LLC (TST9628) UL LLC (TST9628) UL LLC (TST9628) ULしLC (TST9628) Miami-Dade (CER1592) P印(QUA9110) 4. 1　　AccとSSO京Y §丁A闇「隙S: P roperty Stan da rd PhysicaI Properties ASTM D1970 PhysicaI Prope巾es ASTM D3462 Wind Resistance ASTM D3161 Wind Resistance ASTM D7158 各Xaminat!on DecIaration ASTM D1970 PhysicaIs & Wind Resistance PhysicaIs & Wjnd Resistance Physicai Properties Wind Resistance Physicals & Wind Resistance Wind Resistance Phv§ical Properties Physical Properties FBC HVHZ CompIiance QuaIitv ControI Reference EquivaIencv Deciaration OCF-38之-02-01 臼Ie R24与3,VoI. 3 20120与16-R2453 06CA20263 11CA34308 4786093 137 4786126与32 Classification letter Classification letter Va「ious NOAs Service Confirmation 堅固 08/06/2019 10/24/2017 0Z/1与/2007 0与/16/2012 04/18/ZOO6 02/18/2012 02/01/2014 02/10/2014 02/13/2014 10/02/201与 Va「ious O4/0与/之020 4.1.1 Starter Strip Shingie, Sta「ter Strip Plus and SRS TopShieId Starter are starter strips for asphalt roof shingIes. Meets ASTM D3462. 4.1.2　Starter ShingIe Ro旧s a mineraトSu「faced, fibergIassィeinforced, Selトadhering SBS modified bitumen starter strip. nominaI 7,2-inch wide x 33-ft 4-inch 10ng rO=, fo「 usewith asphait shingies. Meets ASTM D1970. 4,2　　A§PHAしT SHINGLES: 4.2.1 CIassic⑫ and SupremeO a「e fibergiass reinforced, 3-tab asphait roofshingles. Meets ASTM D3462. 4.2.2　BerkshireO are fibergiass reinforced, 4-tab asphait roofshingles. Meets ASTM D3462. 4.2.3　Duration⑪, TruDefinition⑮ Duration⑪, DurationO premium CooI, TruDefinitionO DurationO Designer CoIor Co=ection, T「uDefinitione OakridgeO, Oakridge⑪ and WeatherGuardO HP are fiberglass reinforced, Iaminated asphalt roof Shingies. Meets ASTM D3462, 4.3∴∴∴岬ip & RID6置S州NG鵬S: 4.3.1 BerkshireO Hip& Ridge Shingieswith Sealant, DuraRidge⑯ Hip & Ridge Shingleswith SeaIant, ProEdge⑲ Hip & Ridge ShingIes and WeatherGuardO HP Hip & Ridge ShingIes are fiberglass reinforced, hip and ridge asphaIt roof shingles. Meets ASTM D3462. N電Mo雷丁C,ししC 僻n砕0能〆Au勅orI調書Ien舶24ささ 6m EDITloN (2o17)閏C NoN"HVHZ EVAしUA†lON Owehe ComlnきAsphさit Rooi ShIngles EvaIuatIon Report O37940,O2,12・Rlo 各し宣Oe74・寄食5 Revlさlon lo: Oe/15I2O19 pすきeまof宣O ⑳N串 5.1　Thisisa buiIdingcodeevaIuation. NeitherNEMO打C′ 」LCnorRobertNieminen, P.E.are, in anYWay,the Designer Of Record for any project on whjch this EvaIuation Report, Or PreVious versions thereof, js/was used fo「 perm圃ng Or design guidance unless retained spe〔璃ca時for that purpose. 5.2　This EvaIuation Report is notforuse in FBC HVHZjurisdictions. 5.3　Fire Ciass航ation is not part ofthis EvaIuation Report声efer to current Approved Roofing Materials Directory for 鉦e ratings of this product. 5.4　　Wind CIass摘cation: 5.4.1 The Owens Corning asphalt shingles noted in Section 4.2 are CIassified in accordance with FBC TabIes 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, CIass H, indjcating acceptabIe use in a= wind zones up to Vaed = 150 mph (Vu匠194 mph). Refe「to Section 6 fo「 instaliation requirements to meetthis wind rating. Note: Ciassification by ASTM D71与8 appIies onIy to exposure category B or C, aS defined in FBC 1609.4.3, and a mean r。Of height of 60 feet or less. CaIculations by a quaIified design professionaI are required for conditions OutSide these limitations. Contact the shingle manufacturer for data spec臨to each shingIe. 5.4.2∴ Starter Strip Shjngle′ Starter Strip Pius and SRS TopShield Starter noted in Section 4.1.1 and the Owens Coming hip & ridge shingies noted in Section 4.3 are CIassified in accordance with FBC TabIes 1507.2.7.1 and R90与.2,6,1 to ASTM D3161, Ciass F, indicating acceptabie use in a=wind zones uptoV。Sd = 150 mph (Vut = 194 mph〉, Referto Section 6 fo「活Sta=ation requirements to meet this wind rating. 与.4,3∴ Refer to Owens Coming pubiished informatjon on wind resistance and insta=ation limitations, 5.5　A= products in the roofassembly shalI have quaiity assurance audit in accordance with F.A.C. Rule 61G20-3. 6.宣　　G剛電照Aし; 6.1.1 Roof deck, SIope, underlayment and fasteners∴Sh訓comply with FBC 1507.2 / R905.2 and the shingie manufacturer’s minimum requirements. 6.1.2　Underlayment sha= be acceptabIe to the shingie manufacturer and sha冊old current FIorida Statewide Product Approval, Or be LocaIiyApproved per Ruie 61G20-3, Per FBC Sections 1507.2.3, 1507,2.4 o「 R905.2.3. 6.1.3　Fasteners sha= be in accordance with the shingie manufacturer′s pubIished requjrements, but not less than FBC 1507.2・6 0r R905.2・5' Staples are not permitted, 6.1.4　Owens Corning asphalt shingIes are acceptable for use in reroof (tear-Off) or recover applications, Subject to the limitations set forth in FBC Section l与11 or R908 and pubIished inst訓ation instructions. 6.之　　Åc(叢SSolミY S丁AR丁電場: 6.2.1 lnsta=ation of Starter Strip ShingieI Starter Strip Pius and SRS TopShield Starter sha= compIY With the Owens Corning current pu郡shed instructions, uSing minimum five (5) nails per strip. 6調EDITION (2O17)陶C NON-HVHZ各VALUATION Owens Comlng Asphalt froof ShIngIes 各VaIuatIon Report O37940,OZ,12・RIO 各しま0674・京宣5 RevIsIon lO: O811SI2019 pageさof宣O 6.2.之 Insta=ation of Sta鴫er Shingie Roii sh訓comply with the Owens Coming c=rrent Pu胡shed instructions. 6.ま　　　　As州A町S削Ncし膳こ 6.3.1　inst訓ation of asphait shingies sha= comply with the Owens minimum fou「 (4) nails per shingIe in accordance with FBC 1507.2.7 or R90与・2.6, With the foliowing exceptions: >　BerkshireO shingies require minimum five (5) naiIs per shingIe. >　WeatherGuard⑪ HP shingles require minimum six (6) naiis per shingIe. Where the roofsIope exceeds 21 units vertica。n 12 units horizonta一′ SPeCiai methods offastening are required Refer to Owens Corning published information on wind resistance and insta=ation =mitations. 6.3.1,1　aassic⑲ & SuDreme: :曹再“帽でi胃葛すき漢藷蕊。…。同.護持∴富諾 .暮雪-ブA)こ・・甘,。書劃叶　_車伐!回虫ぜこし判 ●￣i膚 ●　　　　　　　￣、● ●“￣　　　　　●￣ ●　　　　　　　￣● 1●　　　　　　￣￣“、● i 5’E重Po事ure 」島かo書ゐ脆n Figure 4: Minimum Na航g′ Ciassic & Supreme (Standard Size) Coming current published instructions. using し1 e聞icSized 鵬om種葛血印面か。耽厄態相加読憲脚indA重〇回● 1こ2調オブA)こも12.油粕「1“_昇あさも章二」1“刊 ●￣ † ●. ●　　　　　　￣-、● ●￣￣　　　　　●- ●.　　　　　￣● 1●　　　　「、● i ききI種を職p○○u調色町○○紅め巾 l:igure 5: Minimum NaiIing' CIassic & Supreme (Metric Size) 6T" EDITiON (ZO17)間C NON-HVHZ各VAしUATION owens CoI'nlng Asphalt Roof Shlngles Evaluatlon Report O37940.02,12.RlO 戸し10674・ R重与 RevIsloh宣O: 08I1与I2019 pさge 4 o帝0 6.3.1.ま　　きe営教shireO: ●" す- さ遇弛億鑓巾ノし寄納め軸鳳 ●　　　　　　　　　●　　　　　　　　　　●　　　　　　　　● 8γ之・　←下市“十　←市“十　←下市“十 1賀　　　　　　　　　　　　　　　　　　　　1鴫 N電Mo ETC,ししC `〇万鋤的le功A uM°rI書O書Ion舶24騰鎚曲調的ゆノ肋的肋′ 章一●-●●●葛---〇〇〇書●一● 　きて伊　　8押　　　8彼●　　8仰- r 1. “ :　　電　　着　言王、皐““　ゆふ00請ふ/ cα閥飢ひ働創l船脚舟的 fIgure 8: Man§ard or Steep SIope Pattem, Berkshlre 6m各DI丁iON (2O17) FBC NON・HVliZきVAしUATION Owens ComIng Asphalt RooI ShIngIes EvaIuatlon Report O37940.02.12-RlO 雷しま0674・ R書S 京evIsIon ○○: 08lまうI曇0ま9 pさge 5 of lO 6.3.1.3　Duration⑪. TruDefinition⑪ Duration. DuratIon⑲ Premium CooI & T「uDefinitionO Duratione Desi帥er Coio「 CoIlection: Figu「e 9: Standard 4・NaうI Pattern, Duration 6"NaIIFasteni巾Patlem 甫　　　su持場細胞語劇場競れ9食間岬贈物　　　　　N鵡I,抑鎗l 1†1㌘i　　12"　置詰責星間」襲寝装襲虹裳覚豊山山_「、し農_(三軍⊥置山寝業蟻暮し臆_山。(《主二重哩里主導冥裏史_〉蔓ニ口日 Fa3tenlngforSIopesG能aterThan21二12 甫　　　Su調Nきll@調8章0nlng|○○きw調t巾　　　　　競置間,巾pi軸I 1"I1ま購iI12"　かれ 2調己且二i司書鵜■鵜臆臆漢賞王百百王百百百百音量 ●師岬請C伽駒場山繭や　　　●　　細腰高の$同町o3●肋嶋〕　●　　●0裏町寄書仁耽融的細則卸㊥　　● 」へ、阜「l, 全土二王 Fou「rSpo個ol▲露p寄きItRo(蘭ngCem〇億 N各Mo各でぐ,ししC の国母o‡e qiAu勅or加的n紳24与5 6▼ll E馴TION (2017)陣C NON"HVHZ EVAしUATION owens Comlnl AsphaIt R○○f ShlnなIes Ev甘luatlon neport O37940,02,12.RlO 札宣0674・鼠書5 Revision lO: O8115IZO19 page 6 o書まO 4州都I陣能Ir巾馬仰の贈○○か　融的S 中る5 1ii　　　　　　　　　　　　　　　　　　　　　　　　　　○○ 中軸コ←12i-す　　　　い一語-ヰ〒テラー艶陶業　灘 FIgure 12: Standard 4-NaII Pattern, Oakridge 6討軸i同機●爪的鯛博○○n6確的S 薗 1調　　　　　　　　　　　　　　　　　　　　　　　　　　　丁甲〇〇十1㍗　　　　　　　　　　　　　　　12 食▼石醐録画則.　　　ぷ蕊　　5附各町叫さゆ鰐禍帥ぬら的p鋤ゆ　　　　　　　　　　車両勝れ俺5弼p鴫 Fa8書enlngfor$lop●3G鵬alelThan21:12 席増　枠　-[脚需華　甲 2購」「「丁・重工 Figure 14: Mansard or Steep・Siope Pattern, Oakridge 6… EDITION (2017)間C NON・HVHZ EVAしUA丁IoN Oweni Comlng A§PhaIt Roof ShInglei 各valuatIon Report O37940.02,12-RlO さし宣o674"R15 Revisioh宣O両81重さI之0宣9 page 7 ofまO 車藩二十　_,÷露出 /〇二十千、㌢童謡恕紺的的も　　　　　　　　　　田的麟鴇馳 Flgure 15: 6-Naii Pattern. WeatherGuard HP 憲二翰灘蒜棚的鵬総説忠盤硬め Figure 16: Maniard or Steep-SIope Pattem, WeatherGuard HP 6.3.1.5　WeatherGuard⑱ HP: さ.4　　　　Hlp & RiDG各S軸ING〇日S: 6"4.1　1nstaliatjon of asphalt shingIes sh訓comply with the Owens Coming current pubiished instructions. >　BerkshireO Hip and Ridge Shjngles with Se。/。nt and DuraRidge⑱ Hip & Ridge ShingIes wirh Seo/ont require minimum two (2〉 na=s per shingle. >　WeatherGuarde HP Hip and Ridge Shingles and ProEdge⑱ Hip & Ridge Shingles require minimum four (4) naiIs per shingie, Refer to Owens Coming pub=shed info「mation on wind resistance and insta=ation limitations. N各Mo剛C,ししC 缶青筋o章eげAufhorI抑書Ion鳩24境 6TH EDITloN (2O17)間C NON"HVHZ EVAしUATION Owens Comlng Asphalt Roof Shlngles EvaIuation Report O37940.02,12-RlO 各し重O674-京まう鼠evI§lon宣O: 08I宣与1ま0宣9 page 8 of宣0 6.4.1.1　Berkshiree Hip & Rid賃e Wi書h Sca/on書and DuraRid賃e⑫ Hip & Rid賃e Shin劇e§ With Sea心nt: Figure 17: Isomet「Ic View, Be「kshire and Du「aRidge 6.4.1.2　　WeatherGuard⑱ HP Hip & Ridge Shin2les: Fi9.A ←罷鵜叩軸的I鴫　　門 ?? \ \ママふ　♪ .8 I I I I I I i 1 i 1 I l ▼ I I 章 I I I I I I i I I ▼ ∴　三 I I I I I ▼ 同 ∴∴∴∵ Fig〃B　　　　TopViow 至 † 1吋　軸u函∴当持田iI cめりo ●　　　蘭c調南面願動的が　　　● o 重こ雷電『昌 8 怒、雲・○○ 」 12い　　　　暮I Figure 18: PIan View, Berkshire and DuraRidge Fig,CHip&PidgeShin gIeFae(ening すらpV鴨W 丁 † ざ- 」職il鴫　　　　　　　　　　　　　　I鴫鳩蜜- 1輸 2,I 11) 1 1.I 鼠po軸調ト一説」---→i 6m EDITION (2017)陣C NON"HV岬Z EVAしUATION Owen§ Cornlng AsphaIt Roo( ShlnきIes Evaiuation Report O37940.02.12-RlO 札ま0674・京宣与 RevI§Ion宣O: 081帖I之0宣9 Page 9 of lO Figure 21: liOmet庇View, ProEdge Figure 22: PIan View, ProEdge 7.1　しabeIing sha= be in acco「dance with the 「equirements the Acc「edited QuaIity Assu「ance Agency noted herein. 7.2　　Asphalt shingIe wrappers sha旧ndicate compIiance with one of the required classifications detailed in田C Table 1507.2.7.1 l R90与.之.6.宣. As required by the Bu=ding Official or Authority Having 」urisdiction in order to properIy evaiuate the instaiIation Of this product. Contact the named QA entity for information on which plants p「oduce products covered by FIorida Rule 61G20-3 QA requi「ements. PRI Construction Materiais TechnoIogies, LしC- QUA9110 ; Jan 621-5777; bwiison@pricmt.com -　　END OF EVAしUAT10N REPORT - NきMoと1C,ししC ⊂e小海o章e〆Autho′加章Ion鳩24燐 6111 EDITION (2O17)陣C NON一購VHZ EVAしUA丁ION OwenさCornIng AsphaIt noof Shlnきles Evaiuatlon Report O37940.O2,12"RlO 戸し書0674-京宣5 RevIsloh宣o: 081宣5I之0宣9 Page lo of10