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Product Approval (2)
_ - s - , BCIS Home. Log n , User Revistration ' •Hot Topics � Submit Surcharg_ S.zts&Fz?'s Publications� Contact Us BC?S Site Map i Lin u5z rch Produci` l�USER PusiiAAProval, R ; .: - V ID , 7 cc A -r,v=-I U .0>P ..c c.A + _fir, •.c-> i _:or,Eris'>�A plicat�on=D ail � h_ } —` Application Type R vision Code Version 2020 , ApplicationStatus ` Approved Comments. Archived Product Manufacturer POLYGLASS.U$A - Address/Phone/Email 1111 N% Newport Center Drive Deerfield Beach;FL,33442 (954) 233 1330.` Ext242 malpert@polyglass.com Authorized Signature Maury Alpert malpert@polygIass.corn TecFSnical Representative TECH REP Address/Phone/Email 1111 West Newport Center Drive' Deerfeld Beach, FL 33442 (866) 802-8017 uspolyglasstechnical@polyglass.com Quality Assurance Representative QA REP Address/Phone/Ern ail 1111 West Newport Center Drive Deerfield Beach, FL 33442 (888) 410-1375 uspolyglasstechnical@polyglass.corn Category Roofing Subcategory Modified Bitumen Roof System Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcoay Received Florida Engineer or Architect Na-me who developed the Robert Nieminen Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 11/07/2022 Validated By John W. Knezevich, PE Validation Checklist- Hardcopy Received Certificate of Independence FL1654 R27 COI 2020 01 COI-NiEMINEN.odf Referenced Standard and Year(or Standard) Standard Year ASTM D4601" 2012 ASTM D4897 2009 ASTM D6162 2015 ASTM D6163 2015 ASTM D6164 -2011 ASTM D6222 2011 , ASTM D6509 2015 ASTM G155 2013 FM 4470 2016 - FM 4474 2011' UL1897 2012' Equivalence of Produd Standards Certined BY Secions from the Code Product Approval Method Method 1 Option D Date Submitted 10/02/2020 Date Validated 4'0/04/2020 Date Pending FBC Approval 10/12/Z020 Dote Approved, 12/15/2020 Su mridar ,of Products FL# I Model, Mumber or.Name. (Description 1654 I Polyglass Modified Bitumen Roof SBS and APP modified blt mpri roof systems " Systems Limits of.Use' Installation Instructions 'Approved for u'se:m HV.HZ: No FL1654'R27. II Z020 09 c30 FINAL Al ER PG.MODBI l FL1654 Approved for use-outsideHVHZ:-Yes R27 pd Impact Resistant:N/A' Verified;By: Robert Nieminen PE=59166: Design Pressure: +N/A/-622:5 Created by Independent Third Party: Yes , other: 1:)The design pressure in this application relates Evaluation Reports" to one particular as's=mbly over concrete deck. Refer to the FG1654 'R27 AE 2020 09 30 FINAL 1ER PG MODBIT FL1654- ER4ppendix for other systems and deck types. 2.) Refer to .R27.pdf ER,,Section 5 for other Limits of Use.3.) Refer to FL16717 Created by Independent Third Party:Yes for HVHZ_jurisdictions. text Contact Us::2601 Stair Stone Road,1a lzhasse=_FL 32399 Phone:-850-487-1i 24 - - T'r•2 staid of Florida is an AA/EEO employer.Co2y_ieh:2007-2013 State of Florida.::Pnvacv Statament Accessibility statement::Ra.`und s-atement Under.Florida law,email addresses are public records.I you do not want your e-mail address released in re pgnse to a-public-records request,do�r10 send electronic mail to this entity Instead,contaG the office by phone or by traditional Trail.If you have any que ices,please cdntact 85G.437.1395.'Pursuant to Saa+cn 455:275(ij, Florida Statutes effective October 1,2012 licensees li e.se under Chapter 455,F.S.mus provide the Dera me,:w an email a 'mess if thzy`Favc one:Sn.e ertiail; provided may be used for o-icial communication with the iic rs z.Hcwevpr email addresses are p'ub:lcrecgrd.If you do not wish to supply a personal address,please' provide the Department with an email address:which can be made av=_ilabie to the public.To'd_._.min_if youu are a'lic_nsae under Chapter 455,F.S.;ple_se'click here. Product Approval Accepts: - RAE ek, Credit Card .-Seafe - Cerrflca e of Authorizaticn:i32455 353 Christizn Street, Uriit#13' Oxford;CT 06:478 ENGINEER, EVALUATE. TEST' CONSULT • o -- �.Polygla'ss USA, Inc Evaluatlon,Report'P9290,,02 08-R25' _ 1111 West Newport Center;"Drive, }:"; FL1654.R27 Deerf%Id Seach;FL 33442: '' Date_ 0f issuance 02J11J2008 (954)233"1330. Revision 25 64hd12020 This Evaluation Report Is Issued under Rule 61G20-3 and the applicable rules acid regulations governing the use of construction'materials in,the State of Florida The documentation submitted has been reviewed by Robed Nieminen, PIE fo`r use of the product under the Florida Building Code The product"de-scribed herein has been evaluated for compliance with the7th Edfon (2020) Florida Buildmg Code sections:noted herein: DESCRIPTION: Polyglass Modified Bitumen Roof Systems , LASELiNG Labeiing{shall be:iri-accordance'Wth 'the requirements of the Accredited Quality.''Assurance"Agency noted herein: - - GON7itvuEo CovtPumcll: This Evaluation Report is valid until such time as the named prod-uct(s) changes,the referenced Quality Assurance or production:facility location(s) changes, or Code provisions that`refate'to the p[oduct(s) change. Acceptance of ou.r-Evaivat on Reports by the named client constitutes agreement to notify NEMO ETC, ,LLC of', ny changes to the product(s);:fhe'Quality;Assurance or the production facility ion on(s). MEMO:ETC; LLC requires a complete review of its Evaluation Report relative to updated Code require with`each Cade Cycle. ADVERTISEMENT. The Florida'Product Approval Number (FL#) preceded by the words "NEMO{etc. Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in-its entirety.. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by-the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 5; plus a 94-page Appendix. Prepared by: ..: =tie_ ------- RObertl.M.-NlEminen,-P.E.--------------------------- �� �_.—_—Theficsimile seatap a6ng4_5 uhorizadby Robert ----- - Florida Registration No.59166, Florida DCA ANE1983 Nieninen P.E.on Q9/30/2o20. This dots roc 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 Nleminen,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'in blued in the approval process of the, product: S. 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 Evaivation Report,.or previous versions thereof,is/was used for permitting or desigh guidance unless retained specrlcal)y for that purpose. ©2018,'NEM0 ETC,LLC NEMo.1 etc, ROOFING SYSTEMS EVALUATION: Product Category: Roofing Sub-Category: Modified Bitumen Roof Systems Compliance Statement Polyglass Modified Bitumen.Roof Systems, as produced by Polyg{ass USA; tnc.,:haVe demonstrated compliance with the'following sections of the 71 Edition (2020) Florida Building Code through testing in accordance �iith the following Standards: Compliance is subject to the lnstallation Requirements a"nd Limitations/Conditions of Use set forth-herein. it _ �1504.3:1 '. Wind resistance FM-4474 ' - 2011 - -. ' 1504.3.1 Wind resistance UL 1897 - - 2012- 1504.6 Accelerated weathering ASTM G155 2013 1504.7- Impact resistance FM 4470,Section 4.6 2016 Z Material stand2rd ASTM D4601 -2012 - ., 1507:10.'2 Material standard ASTM D4891 2009 1507:11:2 Material standard ASTM D616'2 2015 1507.11.2 M6terial standard ASTM D6163 2015 1507.11.2 Material standard ASTM D6,164 2011 1507.11.2 Material standard ASTM D6222 2011 1507.11.2 Material standard ASTM Db509 2015 7E�D M(TST6049) am Reference Date E Exam Reference. Date - /scats P10490.10.08-2 10/30/ZC08 FM(TST1867) FM 4470 3006115 05/02/2001 4470j4474 P137o0.09.09 09/1OJ2009 FM(TST1867) FM 4470 3012321 07/2912002 4470/4474 P13770.09.09 09/10/2G09 FM(TST1867) FM 4470 3014692 08/05/2003 447 //4474" 330540:11.09-R1 11/30/2009 FM(TST1867) FM 4470 3014751 08/27/2003 ERD(TST6049) FM 4470/4474 P30550.12.09 12/02/200.9 FM(TST18671 FPA 4470 3007170 01/13/2004 ERD(TST6049) Physicals P33960.12.10 12/30/2010 FM(TST1867) FM 4470 3019317 06/30/2004 ERID(TST6049) FPA 4470/4474 P33970.03.11 03/1S/2011 FM(TST1867) FM 4470 3020703 07/30/2004 ERD(TST6049) Physicals P37590.03.13-3A 03/06/2013 FM(TST18671 FM 4470/4474 3018332 01/31/2006 ERD(TST6649) FM 4470/4474 P39680.03.13 03/94/2013 FM(TST1867) FM 4470/4474 . 3023368 03/20/200c5 ERD(TST6049) Physicals P37590.03.13-1-R1 06/26/2013 FM(TST1867) FM 4470/4474 3024594 05/23/2006 ERD(TST6049) Physicals P37590,03.13-2-131 07/01/2013 FM(TST1867) FM 4470/4474 3023458 07/18/2006 ERD(TST6049) Physicals P37590.07.13-2 07/01/2013 FM(TST1867) FM 4470/4474 3030668 09/12/2007 ERD(TST6049) Physicals P37590,03.13,5-R1 07/01/2013 FM(TST1867) FM 4470/4474 3032172 06/12/2009 ERD(TST6049) Physicals P37590.07.13-1 07/02/2013 FM(T5T1867) FM 4470/4474 3049631 04/21/2014 ERD(TST6049) FM 4470/4474 P41630.08.13 08/06/2013 FM(TST1867) FM 4470/4474 3057029 02/02/2017 ERD(TST6049) Physicals P45940,09.13 09/04/2013 NEW(TST6049) Criticality 45-PLYG-18-CG1.06.13 06/23/2018 ERD(TST6049) Physicals P44370.10.13 10/04/2013 NEMO(TST6049) FM 4474 4L-PLYG-1S-CG3.0s.13 09/21/2018 ERD(TST6049) Physicals P39520,09.14-2 09/11/2014 NEN10(TST6049) Criticality 45-PLYG-I3-G01.M13 10/03/2018 ERD(TST6049) FM 4470/4474. SC6160.11.14 11/10/2014 NEW(TST6045) ASTM D4897 45-?CtG-13-0O2.11.13 11/16/201S ERD(TST6049) Physicals P45440SC.03.15-1 03/31/2015 NEMO(TST6049) A5TM 06164 45-PLYG-I3-CO2.11.13.3 11/28/2015 SC5170:05:15------OS/08j2O15----`NENtO(TST6049)"---'FPA'4474—'— - ERD(TST6049) FM 4474 SC8085,05.15 05/19/2015 NEMO(TSi6049) FNI4474 4t-?LYG-18-00301.13 01/11/2019 ERD(TST6049) Physicals SC5170.12.15 12/29/2015 NEMO(T5T6049) ASTM D6153 45-PLYG-I3-0O2M.13.4 01/24/2019 ERD(TST6049j FN14470/4474 SC945S.1S 04/01,12016 MEMO(TST6049) ASTM 06162 45-PLYG-19-002.01.13.3 01/25/2019 ERD(TST6049) FM 4470/4474 PLYd-SC8905.05.15-1 05/17/2015 NEMO(TST6049) FM 4474 4L-PLYG-13-Cc3.04.13•A 04/08/2019 ERD(T5T6049) FM 4470/4474 PLYG-SC8905.05.16-2 05/17/2016 MEMO(TST6049) ASTM D6222 45-PitG-18-W2.o3.19-c 05/20/2019 ERD(T5T6049) FM 4470/4474 PLYG-5C10315.07.16-R1 09/23/2016 NEN10(TSTEM) ASTM D6222 45-PLYC-I3-002.05.13.0 05/20/2019 ERD(TST5049) UL 1897 PLYG-SC12025.10.1'c 10/12/2016 NEMO(TST6049) ASTM D6163 45-?LYG-13-W2.G5.13-H 05/20/2019 ERD(TST6049) FM 4470/4474 PLYG-SC11475.16 11/17/2016 NEMO(T ST6049) ASTM 06164 <5-?LYG-13-0O2.G3.13 05/31/2019 ERD(TST6049) FM 4470/4474 PLYG-SC13235.01.17 01/17/2017 NEN10(TST6049) Criticality 4s-?LYG-1?Cc1.Cc.19.a 07/17/2019 ERD(TST5049) FPA 4470/4474 PLYG-SC13920.05.17 05/30/2017 NEW(TST6049) ASTM D6164 45-?LYG-13-002 Cp:L-1 09/06/2019 ERD(TST112941 FM 4470(4474 PLYC-CTL13945-06.17-1 05/30/i017 NEMO(TST6C49) ASTM 06164 45-P!YG-18-CC2 G=+ 09/06f 2019 ERD(TST11294) FM 4410/4474 PLY,'-CrL13995.05.17.3 05/30/261� NEMG(TST6C49) FM 4474 4a-PLYC-2GL5'A{US-01A. 08/28/2020 ERD(TST6049) FM 4470/4474 PLYG-SC13945.05.17 05/30/2017 PRI(TST5878) Physicals PUSA-062-02-01 12/04/2007 ERD(TSTc049) FM 4470/4474 PLYG-SC15760.09.17 09/11/2017 PRI(TST5878) Physic-Is PUSA-061-02-02 01/28/2008 FM(TST1867) PM 4470 2W7A7.AN1 08/04/1994 PRI(TST5878) Physicals PUSA-064-02-02 02/27/2008 FM(TST1867'1 RM 4470 G03A3.A11A 04/0411997 PRI(TST5878) Physicals PUSA-061-02-02 12/04/2008 FM(TST1867) FM 4470 2DOAO.AM 12/23/1993 PRI.(TST5878)' TA5 114 PUSA-188-02-01 02/08/2017 NE1tii0 ETC,LLC Evaluation Report P9290.02.08-R25 Cert/jlCQte cfAutnoriza[ion#32455 7'}'EDITION.(2020)FBC NON-HVHZ EVALUATION FL1654-R27 Polyglass Modified Bitumen Roof Systems Revision 25i 69/30/2020, Page 2 of 5 ON EMO ( etc. Eritit Exam Reference Date -Entity Exam Reference.- Date. FM(TST1867) FM 4470 2D5A9.AM 06/22/1999 FRI(T5T5878) TAS 11a PUSH 188-02-02, 02/08/2017 FM(TST1867) FM 4470 3006646 G1/04/2000 PRI(TS715878) TAS 114 PUSA-188-02-03 02,109/2017 FM(TST1867) FM 4470 3C01334 O1/25/2boo PRI(T5T5878) TAS 114 FUSA 202.02-G1, OS/17/2017 FM(TST18'o7) FM70 3CU1334 02/15/2000 PRI(TSTSS78) TAS 114 PUMA-202-02-02= 05/17/2017 FM(T5T18671 F414470 3000857 01/12/2000 10-D(CER1592) - HVHZ Various NOAs V no FM(TST1867) FM 4470 3004091 61/12/2000 .M-D(CER1592) Fop.for Rev. 10-0923 10/12/2010 ' UL-(QUA952s) QualirrControl SerAI__Confirm 09/13/Z018 t This Evaluation Repo"rt covers Polyglass IVlodified Bitumen Roof Systems installed in accordance with Polyglass USA,lnc published instal-Ration instructions and the Limitations/Conditions of Use herein. _TABLE 1-ROLL-GOODS FOR MODIFIED Bfl Uf1AEN ROOF SysrEWis - . = - - Metenal5tandard - ' TYPe. Product. -. Plants) =R_ Polyglass.G2 Base ASTM D46,01 II: N/A ' AL PolyflezSA,Base _ } ASTM'D4601 II NJA• } .' FL Base Sheets Elastobase SA,.;;: } ASTM 64601,` ' 11 NiA PA Elastovenf ASTM D4897 Polyglass Base` AST MD6509 . . . N/A N/A, FL,. Polybond ASTM D6222 APP,Smooth-Surface polyflex ASTM D6222 FL` Membranes Polykool ASTM D6222 I } S FL. Polybond G,,. ASTM-D6222. I G FL Polyflex G . { ASTM D6222 { I G ." { FL Poly-flex G FR ASTM D6222 - { . I { G { FL Polyfresko G, ASTM Q6222 I G NV APP,Granule-Surface Membranes Polyfresko G FR ASTM D6222 1 . G NV Polyflex_SA P ASTM D6222 { I G. FL,TX Polyflex SA P FR } ASTM D6222 I G TX Polyfresko G,SA ASTM D6222 } I } _ G NV _ Polyfresko G SA FR ASTM D6222 ( I { G { NV Elastoshield HT ( ASTM D6162 { III ( 5 FL Elastobase ASTM D6163 I S' ( FL. Elastoflex V ASTM D6163 I S FL Elastoflex SA V ( ASTM D6163 ( I ( S FL, PA,7X Elastoflex SA V FR ASTM D6163 { 1 ( S { FL, PA,TX SBS,Smooth-Surface Elastoflex SA V Plus { ASTM D6163 { I, { S } FL,TX Membranes Elastoflex SA V Plus FR { ASTM D6163 ( L ( S { FL,TX. Elastobase P { ASTM D6164 I ( S ( FL,TX Elastoflex 5A Base HD ASTM D6164 ( I S { PA,TX Elastoflex S6 ( ASTM D6164 I ( 5 FL —-----�_-- — -- - — -- E o f ex 56 HP } "ASTM 66164 � II. —�--5 _F-- NV ----- Po{yreflect I ASTM D6164 { I { S } FL Elastoshield HT G { ASTM D6162 } 111 ( G { FL Elastoshield HT G FR ASTM D6162 III ( G ( FL" Elastoflex V G ( ASTM D6163 ( I } G 1 FL,PA Elastoflex V G FR ASTM D6163 I G , FL,PA SBS,Granule Sur-face Elastoflex 56 G I ASTM D6164 I I I G f FL,PA. Membranes Elastoflex S6 G FR I ASTM D6164_ { I { G I FL E[asfoshieid TS G ASTM D6164 ( l FL,TX Elastoshield TS G FR I ASTM D6164 I, ( G ( FL,V. Elastoflex SA P ASTM D.6164 { I G FL,TX Elastoflex SA P FR ASTM D6164 I { G. �. FL,TX NEMO ETC,LLC Evaluation Report P9290.02.08=R25 Certificate o`Autnorfzdfion#32455 77"EDITION(2020)FBC PION-HVHZ EVALUATION FL1654-R27 Polyglass Modified Bitumen Roof Systems Revision 25:09/30/2020 Page 3 of 5 Nwo etc. 5.1 -This`is"a Building Code Evaluation. Neither NEMO E T C, LLC nor Robert Nieminen,.P;E,zre,in anyway,the Designer of Reco-rd for any project on which this Evaluation Report, or previous versions,thereof, is/wad Used for permitting or design guidance u"nless retained spEcifically for that purpose. . 5.2 This Evaluation Report is;not for use in FBC"High Velocity Hurricane Zone jurisdidiions'(i e.,Broviard and Nllzmi-Dade" Counties). 5.3 T his Evaluation Report pertains to,above-deck roof components. Roof decks acid structural members shall b'e in . accordance with FBC requirements'to the satisfaction of the Authority.Having Ju'risdction.- 5,4 This Evaluation Report does not include evaluation,of fire classification. Referto FBC 1505-for requirements and limitations regarding roof assemblyfire classification: Refer to FBC 2603 for requif.rements and limitations concerning the use of foam plastic insul-ation: 5.5 This Evaluation Report does not include evaluation of roof edge termination. Refer to FBC 1504:5 for requirements and limitations regarding edge se.curement for low-slope roofs. 5 6 Refer.to FBC 1511 for req"uirements and limitations regarding recgw(i.nstallatio'ns;.." 5.6.1 For mechanically!attached components over existing roof decks, ten fasers shall be tested in the existing deck for withdrawal resistance. _A qualified design professional shall review the data for comparison to the mini mi um requirements for the system. Testing shall be in accordance with ANSI/SPRI FX_11 or Testing Application Standard" TAS 105. 5.6.2 For bonded insulation or membrane over existing substrates in a r'e.-roof(tear off)or recover installation,the existing deck or existing roof surface shall be examined for compatibility with the adhesive to be installed. If.any surface conditions exist that bring system performance into question, field uplift testing in accordance with ANSI/SPRIIA- 1,ASTM E907,FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124 shall be conducted"on mock=ups of the proposed new roof assembly. 5.6.3 For bonded insulation or membrane over existing substrates in a recover installation,the existing-roof system,shall be capable of resisting project 'design pressures on its own merit to'the satisfaction of the Authority Having Jurisdiction, as documented through field uplift testing in accordance with ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124, 5.7 Refer to Appendix 1 for system attachment requirements for wind load resistance. 5.7.1 "MDP"= 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 pe.r FBC 1504.9 has already been applied). Refer to FBC 1609 for determination of design wind loads. 5.7.2 For mechanically attached components or partially-bonded insulation, the maximum design pressure for. the selected assembly shall meet or exceed at least the Zone 1 PRIME design pressure determined in accordance with FBC Chapter 16. 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 - ------------Pre-vention-Data Sheet-1=29,-Roofing-Application.Standard RAS117—and-Roofing-Application_Standard_RAS 137.-____. _ Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29(February 2020)for Zone 2/3 enhancements. 5.7.3 For assemblies with all components fully bonded in place,the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16. No rational analysis is permitted for these systems. 5.8 All components in the roof assembly shall have quality assurance audit in accordance with F.A.C. Rule 61G20-3. Refer to the Product Approval of .the component manufacturer for components listed in Appendix 1 that .are produced by a Product.Manufacturer other than the report holder on Page"1 of this Evaluation Report. NEIti10 ETC,LLC Evaluation Report P9290 02 08=R2S Certificate of Authorization#32455 7"EDITION-(2020)FBC NON-HVHZ EVALUATION FL1654-R27 Polygass Modified Bitumen Roof Systems Revision 25:09/30/2620 PaEe 4 of 5 NEM01 etc. Polyglass_ Modified Bitumen,Roof Systems shall'be-Installed ih accordance with• Polyglass US_A; Inc. published installation ihsfructions,subject to the Limitations/-Conditions of Use noted herein. AS reg u" d Fiy the Bwiding-official or' Authority Having_Ju"risdiction =-to properly evaluate the:`installation.of this product: Contact_the named OA entity for mznufactunng facllltles covered by'F.A.C: Rule 61G20-3 OA requirements:` Refer to Se6tion,4 herem',for products and production locations`h'aving met codified material standards: UL,:LLC-QUA9625: (414)248-6409 ka`ren. 'uchrri_a:nn@u x&n THE 94 PAGES THAT FOLLOW FORM PART OF THIS`EVALUATION`REPORT NEMO ETC,LLC Evaluation Report P9290 02 68-R25 Cer'ryrcafe oiAu[horizaiion#32455 - 7'"EDITION(2020)FSC NON-HVHZ EVALUATION FL1654-R27 Polyglass Modified Bitumen Roo_f Systems -. Revision 25:09/30/2020 . Page 5 bf 5 , a I - j . . . . I Hill mino Z.. :. . NON_ 5 s JolntTreatme t 15 MDP sf Noem (Ni 1) Primer er,+(Noe a nt �.V xv-::„ �BaSeP131",}�..I�.r� J1I s -;,n\•i 3�PI:y „3 1 a {ICap:Ply„ o ;b• r I }. .I ,. Lt,: 1. .. 4 •I,. ,J. is �,1 i -,.,,-,,,:v -,..,. .. ,I ., 6: ..,,i { ,. �:.;: .Y ,SELF.ADHERING P14, H....... :..,t.,. :,,.. .,:` 1 „"- k :;,•. ,, ll ;;.: ,�. J,1 , In 4,.. r': J ,a.„ u„lll ..s:. ,i. .,li. , 1,{t,,:,v,l,tti.n. 4 APA rated, ,.ElastofleiSA V Plus 7/16 CAT; OSR joints are covered with 4-inch wide strips of Elastoflex SA V,rolled into (OptionbI)SBS-SA,SBS SBS'-SA,APP-SA, W-208 None or Elastofl'bxSA V -52.5 Ot418 in., place to create continuous bond, TA;,Af?P-TA SBS-7A>APP-TA PIusFR Exposure 1-OSB Pilin:15%32- (Opts nal S-SA;SBS- SBS=SA APP SA , W'p09 i N., r;;No SBS SA -90.0 inch plywood TA aA A SBS=TA APR-TA"=' MIn..15/32- (Op Ion, :ZS SA;.SBS- SBS`SA APP-571, W-210 PG100 None. SBS.SA -97.5 Inch plywood 'TA,,APP=TA S6S'-TA,;APR-TA Min.1.5/32- Plywood joints are covered with 4-inch wide strips of Elastoflex SA V'Plus,rolled . Elastoflex.SA V or; (Optiona'I)SBS-SA,SBS SBS=SA,APP-SA; Into place W-211 (Optional)PG1.00 • -97.5 'inch plywood ace to create continuous bond. Elasto flex'SA V"F,R- - "'TA,APP-TA SBS-TA,APP-TA ^_ Min,15/32- POLYBRITE 745 (Optional)SBS-SA,S6S- SBS-SA,APP-SA, W-212 inch plywood or WB3000 None SBS-SA TA,APP-TA' SUS-TA,APP-TA 105.0 Elastoflex,SA•V Plus "Min.15/32- Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus,rolled (Option@1):SBS=SA,SBS- SBS=SA,APP-SA, W-2]3 (Optional)PG100 or Elastoflex SA V 135A inch plywood into,pl�ce to create continuous bond. PIUSJT. s.. TA,APP-TA SBS 7A,APP 7A 11 1. .: ,, .. .. , .:.i ,.I,..: t V •7:F.. Y Il,iv A :'f�.. r ;4 N -.1. .{ { HYB ID$ STEMSWITHISELF%ADHERING'APP'BASE PLY:` :.• R , Y :�,:., •.. �l ,.., ..,{.: :.:,;; ,'.::' .A.. .I r.. .,1 I".1• {, dx d. ,,: .I ,$i aa,1. l.nk, lo.e,.df. ,t:,.,.;r, .,,.._;� .J _ W-214 Min.plywood (Optional)PG100 None API?2- inch plyw -SA=H '(Optional)`"APP=TA APP''TA -90.0 ' � _ Min.15/32 Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus,rolled W-215 (Optional)PG100 APP SA-H; (O"ptlonal)ARP-TA APP-TA -.135.0 `inch plywood into.plrace to create continuous bond: " '',NYBRIDISYSTEMSI,WITH.SECF=ADHERING;SB$'BASEPLY Min.15/32= 1N-7.1& None None i SBS SA H, (Opt lonalf`,SBS-TA' SBS=TA -90.0 inch plywood Min. W 217 15/32- I - " (Opional)SBSTAPG]00 None SBS SAW" SBS-TA 975 inch plywoodPlywoold _ V7-218 ,inch ply/wood (Optional)PG100 into place tlnts are o createcovered with continuous bondch wide strips of Elastoflex SA V Plus;coiled' Sl3S SA=H"32- (Option S6S-7A SBS-TA -97.5 W-23.9, inch)lywood o'rOW6 000745 one SBS SA-FI'' .(Op'tional)'SBS-TA SBS-TA 105.0 i 1 , JFMO.ETC,.;LLC Eva luation.Report-P9290,02M-R2S for FL1654-1127 'ertificate of'ALithorization 1132455 Y TH ms;EDITION'(2020)FBC NON-HVH7 EVALUATION_'`.. Revision 75:09/30/7.07.(l 02Q18:NFMO FTC,LLC' Pol' lass Modified Bitumen'Roof Syste (9S,4)233-1330 endix 1,App Page 37 of 94 - s f s j; 3 fiq j'} nt l� 77 vgla �L 1 ) L �.t �4 ! `•,Z" 1 n .`lam 7'7"�,L�°t 5�°.t...J]�7 to�S� >,�9.+3., � _ y g�+ - BCIS Home Log In User Registration Hot Topics Submit Surcharge 'Stats&Facts : Publications R Contact Us ! BCIS Site Map i Links Search j db' - Product Approval USER:Public User ` ��aa FOR Product Approval Menu>Product or Application Search>Applicati�InSLis:0)EDL5 _- a T Y Refine Search Search Criteria C(DU B(OCC Code Version 2020 FL# ALL Application Type ALL Product Manufacturer IKO Industries Ltd Category Roofing Subcategory Asphalt Shingles P 9 Application Status ALL Compliance Methodt+r. ALL Quality Assurance Entity ALL Quality Assurance LhtilL9 E�p(red ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results-Applications FL# Type Manufacturer Validated By Status FL30310-RI Revision IKO Industries Ltd Steven M. Urich, PE Approved History_ Category: Roofing (717) 317-8454 Subcategory:Asphalt Shingles 'Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:856-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::°Accessibility Statement::Refund Statement 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 455.275(1), m Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Departent with an email address if they have 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 Safe Certificate of Authorization No. 29824 17520 Edinburgh Dr a*& R Tampa, FL 33647 TECHNICAL SERVICES, LLC (813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE,6T"EDITION(2017) Manufacturer: IKO INDUSTRIES, LTD Issued August 15, 2019 40 Hansen Rd S Branpton, ON L6W 31-14 Canada (905)457-2880 Manufacturing Plants: Calgary,Alberta Hawkesbury, Ontario Hillsboro,TX Kankakee, IL Sumas,WA Sylacauga,AL Toronto,Ontario Wilmington, DE Quality Assurance: FM Approvals(QUA1860) SCOPE Category: Roofing Subcategory: Asphalt Shingles Code Sections: 1504.1.1, 1507.2.5, 1507.2.7.1, 1523.5.1, 1523.6.5.1 Properties: Physical properties,Wind Resistance,Wind Driven Rain REFERENCES Entity Report No. Standard Year FM Approvals(TST1867) 3036971 FM 4475 2010 FM Approvals(TST1867) 3040947 FM 4475 2010 ASTM E 108 2011 FM Approvals(TST1867) 3041689 FM 4475 2010 FM Approvals(TST1867) 3044376 FM 4475 2010 FM Approvals(TST1867) 3045254 FM 4475 2010 FM Approvals(TST1867) 3046191 FM 4475 2010 PRI Construction Materials Technologies(TST5878) IKO-050-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) IKO-051-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) IKO-053-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) IKO-067-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) IKO-071-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies(TST5878) IKO-072-02-02 TAS 100 1995 PRI Construction Materials Technologies(TST5878) IKO-076-02-01' TAS 100 1995 PRI Construction Materials Technologies(TST5878) IKO-077-02-01, TAS 100 1995 PRI Construction Materials Technologies(TST5878) IKO-088-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) IKO-095-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies(TST5878) IKO-096-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies(TST5878) IKO-099-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) IKO-100-b) -01 TAS 107 1995 PRI Construction Materials Technologies(TST5878) IKO-114-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) IKO-115-02-01 ASTM D 3161 2016 PRI Construction Materials Technologies(TST5878) IKO-117-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) IKO-120-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies(TST5878) IKO-121-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies(TST5878) IKO-123-02-01 ASTM D 3161 2016 IK019002 FL30310 Page 1 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. IKO INDUSTRIES,LTD CREEKAsphalt Shingles TECHNICAL SERVICES, LLC Enti Report No. Standard Year PRI Construction Materials Technologies(TST5878) IKO-125-02-01 TAS 107 1995 ASTM D 3161 2016 PRI Construction Materials Technologies(TST5878) IKO-126-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) IKO-127-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies(TST5878) IKO-128-02-01 TAS 107 1995 ASTM D 3161 2016 PRI Construction Materials Technologies(TST5878) IKO-129-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies(TST5878) IKO-130-02-01 ASTM D 3161 2016 PRI Construction Materials Technologies(TST5878) IKO-131-02-01 TAS 107 1995 ASTM D 3161 2016 PRI Construction Materials Technologies(TST5878) IKO-140-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies(TST5878) IKO-148-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) IKO-153-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) IKO-171-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies(TST5878) IKO-171-02-02 TAS 107 1995 ASTM D 3161 2016 PRI Construction Materials Technologies(TST5878) IKO-171-02-03 TAS 100 1995 PRI Construction Materials Technologies(TST5878) IKO-198-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies(TST5878) IKO-198-02-02 TAS 100 1995 PRI Construction Materials Technologies(TST5878) IKO-198-02-03 ASTM D 3161 2016 PRI Construction Materials Technologies(TST5878) IKO-199-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies(TST5878) IKO-199-02-02 TAS 100 1995 PRI Construction Materials Technologies(TST5878) IKO-199-02-03 ASTM D 3161 2016 PRI Construction Materials Technologies(TST5878) IKO-201-02-01 ASTM D 3462 2010A ASTM E 108 2011 ASTM D 3018 1990(R94)E1 PRI Construction Materials Technologies(TST5878) IKO-201-02-02 ASTM D 3161 2016 PRI Construction Materials Technologies(TST5878) IKO-201-02-07 TAS 100 1995 PRI Construction Materials Technologies(TST5878) IKO-202-02-01 ASTM D 3462 2010A ASTM E 108 2011 ASTM D 3018 1990(R94)E1 PRI Construction Materials Technologies(TST5878) IKO-202-02-02 TAS 107 1995 ASTM D 3161 2016 PRI Construction Materials Technologies(TST5878) IKO-202-02-07 TAS 100 1995 PRI Construction Materials Technologies(TST5878) IKO-203-02-01 ASTM D 3462 2010A ASTM E 108 2011 ASTM D 3018 1990(R94)E1 PRI Construction Materials Technologies(TST5878) IKO-203-02-02 ASTM D 3161 2016 PRI Construction Materials Technologies(TST5878) IKO-203-02-07 TAS 100 1995 PRI Construction Materials Technologies(TST5878) IKO-205-02-01 ASTM D 3462 2010A ASTM E 108 2011 ASTM D 3018 1990(R94)E1 PRI Construction Materials Technologies(TST5878) IKO-205-02-02 ASTM D 3161 2016 PRI Construction Materials Technologies(TST5878) IKO-205-02-07 TAS 100 1995 PRI Construction Materials Technologies(TST5878) IKO-206-02-01 ASTM D 3462 2010A ASTM E 108 2011 ASTM D 3018 1990(R94)E1 PRI Construction Materials Technologies(TST5878) IKO-206-02-02 ASTM D 3161 2016 PRI Construction Materials Technologies(TST5878) IKO-206-02-07 TAS 100 1995 PRI Construction Materials Technologies(TST5878) IKO-208-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies(TST5878) IKO-217-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies(TST5878) IKO-218-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) 476T0002 ASTM D 3462 2010A PRI Construction Materials Technologies(TST5878) 476T0003 TAS 100 1995 PRI Construction Materials Technologies(TST5878) 476T0004 ASTM D 3161 2016 PRI Construction Materials Technologies(TST5878) 476T0039 ASTM D 3462 2010A ASTM D 3018 1990(R94)E1 PRI Construction Materials Technologies(TST5878) 476T0040 ASTM D 3161 2016 PRI Construction Materials Technologies(TST5878) 476T0041 TAS 100 1995 PRI Construction Materials Technologies(TST5878) 476T0042 ASTM D 3462 2010A ASTM D 3018 1990(R94)E1 IKO19002 FL30310 Page 2 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. J IKO INDUSTRIES, LTD CREEKAsphalt Shingles TECHNICAL SERVICES, LLC Enti Report No. Standard Year PRI Construction Materials Technologies(TST5878) 476T0043 TAS 100 1995 PRI Construction Materials Technologies(TST5878) 476T0044 ASTM D 3462 2010A ASTM D 3018 1990(R94)E1 PRI Construction Materials Technologies(TST5878) 476T0045 ASTM D 3161 2016 PRI Construction Materials Technologies(TST5878) 476T0046 TAS 100 1995 PRODUCT DESCRIPTION ArmourshakeTM 18-1/2" x 37-3/8", ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated (Sumas) architectural asphalt shingle surfaced with granules complying with ASTM D 3462. Royal EstateTm 13-1/4" x 40", ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated (Toronto) architectural asphalt shingle surfaced with granules complying with ASTM D 3462. Dynasty'rm 13-3/4" x 40-7/8", ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated (Calgary, Hawkesbury, architectural asphalt shingle surfaced with granules complying with ASTM D 3462. Kankakee&Sumas) Shingles manufactured in Calgary and Sumas shall be used in the non-HVHZ only. NordicTm 13-3/4" x 40-7/8", ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated (Kankakee) architectural asphalt shingle surfaced with granules complying with ASTM D 3462. CambridgeTm 13-3/4" x 40-7/8", ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated (Calgary, Hawkesbury, architectural asphalt shingle surfaced with granules complying with ASTM D 3462. Hillsboro, Kankakee, Shingles manufactured in Calgary and Toronto shall be used in the non-HVHZ only. Sumas, Sylacauga, Toronto&Wilmington) CRC Biltmore® 13-3/4" x 40-7/8", ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated (Calgary, Hawkesbury, architectural asphalt shingle surfaced with granules complying with ASTM D 3462. Kankakee, Sumas & Shingles manufactured in Calgary and Toronto shall be used in the non-HVHZ only. Toronto) CRC Superglass® 13-1/4" x 39-3/8", ASTM D 3161, Class F self-sealing, 3-tab asphalt shingle with (Calgary, Hawkesbury& fiberglass mat coated on both sides with asphalt and surfaced with granules complying Toronto) with ASTM D 3462. Shingles manufactured in Calgary and Toronto shall be used in the non-HVHZ only. Marathon TM Plus AR 13-1/4" x 39-3/8", ASTM D 3161, Class F self-sealing, 3-tab asphalt shingle with (Calgary, Hawkesbury, fiberglass mat coated on both sides with asphalt and surfaced with granules complying Hillsboro, Kankakee, with ASTM D 3462. Shingles manufactured in Calgary, Sumas and Toronto shall be Sumas,Sylacauga& used in the non-HVHZ only. Toronto) Marathon TM 13-1/4" x 39-3/8", ASTM D 3161, Class F self-sealing, 3-tab asphalt shingle with (Sylacauga) fiberglass mat coated on both sides with asphalt and surfaced with granules complying with ASTM D 3462. Hip &Ridge TM 12 13-1/4" x 36", ASTM D 3161, Class F fiberglass reinforced, monolayer asphalt hip and (Kankakee &Sylacauga) ridge shingle surfaced with granules and perforated every 12-inches complying with ASTM D 3462. Armour StarterT'" 13-1/4" x 39-3/8", ASTM D 3161, Class F fiberglass reinforced asphalt strip embedded (Sumas) with granules complying with ASTM D 3462. For use with ArmourshakeTm shingles. Leading Edge PlusTm 7-7/8" x 40-7/8", ASTM D 3161, Class F fiberglass reinforced, monolayer asphalt (Hawkesbury) shingle strip surfaced with granules complying with ASTM D 3462. IKO19002 FL30310 Page 3 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEKIKO INDUSTRIES,LTD Asphalt Shingles i` TECHNICAL SERVICES, LLC INSTALLATION ArmourshakeT" Basic Wind Speed Vuiii Max. 194 mph (Sumas) I Basic Wind Speed SVasgj Y Max. 150 mph ~Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. i Deck(Non-HVHZ): Solidly sheathed in accordance with FBC requirements. Underlayment_ _ In accordance with FBC requirements. _ Min. slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. i Installation(HVHZ): Installed with 5-7/8 inch exposure in accordance with RAS 115 and manufacturer's published installation instructions. I Shingles shall be attached using "6 Nail Pattern" detailed below. Installation (Non-HVHZ): Installed with 5-7/8 inch exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either"5 Nail j Pattern"or"6 Nail Pattern"detailed below. j Standard Application Requires S Nails/Fasteners Nail Lind Alignment -- --d -- ------ ----`• Notches Figure 1. ArmourshakeTM .......... -.....-.__..... _...._. ___.-_................._........................ ...-.... _...... Nail Pattern (Non-HVHZ on _..._.._....._.__..__—_........_.........._..._._.__..___........_._.__.._._ Nailing-Steep Slopes/High Wind Areas Applications [requires 6 Nails/Fast-enerr Nail Line Alignment Alignment Notches t --`�� ` Notches -r - s- -- -- --- i i Figure 2. ArmourshakeTM 6 Nail Pattern IKO19002 FL30310 Page 4 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. IKO INDUSTRIES, LTD CREEKr Asphalt Shingles TECHNICAL SERVICES, LLC I Royal EstateTM �4 _y Basic Wind Speed (V„it): jMax. 194 mph — _--! (Toronto) j Basic Wind Speed (vasd_? Max. 150 mph Deck(HVHZ): j In accordance with FBC requirements; j Solidly sheathed min. 19/32 in. plywood or wood plank for I I new construction; Min. 15/32 in. plywood existing construction. r Deck(Non-HVHZ): I Solidly sheathed in accordance with FBC requirements. — 1 I Underlayment: In accordance with FBC requirements. Min.slope: —i 2:12 and in accordance with FBC requirements. Refer to I I the manufacturer's application instructions when installing { I _; shingles at slopes greater than 21:12. I Installation (HVHZ): I Installed with 5-7/8 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. j Installation (Non-HVHZ): Installed with 5-7/8 in. exposure in accordance with FBC requirements and manufacturer's published installation I I instructions. Shingles shall be attached using either"4 Nail I i Pattern"or"6 Nail Pattern"detailed below. I Standard Application I G;-aqulres 4 Nails/Fastem, rs I I ' i I I i I A ` I i Nails i Figure 3. Royal EstateTM 4 Nail Pattern (-non-HVHZ only)—— i Steep Slope/High Wind Applications i Requiies6 Nalls!F?stener=. I i I I i i I Nails Figure 4. Royal EstateTM j 6 Nail Pattern ....... .._..__..__._._..__._..__..................-- --......._................---— ---._.....--- ... .._..-- ......__._...----....__.._......._.__.............. ——....._._.—_..—.—._.. - IKO19002 FL30310 Page 5 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEKIKO INDUSTRIES, LTD Asphalt Shingles TECHNICAL SERVICES, LLC Dynasty TM I Basic Wind Speed (V,it):J!Max. 194 mph (Calgary(Non-HVHZ), ` Basic WIC nd Speed Vasa :_I Max. 150 mph _.. Hawkesbury, Kankakee & Deck(HVHZ): i In accordance with FBC requirements; Sumas (Non-HVHZ)) Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. existing plywood 9 and _ I construction. I Deck(Non-HVHZ): _; Solidly sheathed in accordance with FBC requirements. NordicT'" rUnderlayment: :'. In accordance with FBC requirements. (Kankakee) i Min.slope: 12:12 and in accordance with FBC requirements. Refer to I the manufacturer's application instructions when installing _j shingles at slopes greater than 21:12. . i Installation (HVHZ): I Installed with 5-7/8 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. { Shingles shall be attached using "6 Nail Pattern" detailed I below. Installation (Non-HVHZ): j Installed with 5-7/8 in. exposure in accordance with FBC requirements and manufacturer's published installation i instructions. Shingles shall be attached using either"4 Nail Pattern"or"6 Nail Pattern"detailed below. i4F4' �.�w• Arrmu Zane i�*:1t0111�GnR—_ Standard Application Requires 4 Nails/Fasteners Common Bond \---- ------------- ---- ------------------------------------------------ ArmourZone Ll El i i 5•?/8" I Figure 5. DynastyTm and NordicT"' ._.. _._.._...__........-- ------ - - -...—_.4 Nail Pattern non-HVHZ onlY)...-----....-._.....---- ArrrnurZane A^naviT4n. I Steep Slope/High Wind Applications Requires 6 Nails/Fasteners Comnion1 Band i /_ __ ______ ___________ __ E ArmourZone 5.W8" Figure 6. DynastyT"" and NordiCTM 6 Nail Pattern IKO19002 FL30310 Page 6 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. IKO INDUSTRIES, LTD K.eCREEK Asphalt Shingles TECHNICAL SERVICES, LLC Cambridge"'" Basic Wind Speed (V.1t)- 1 Max. 194 m ph ........... (Calgary(Non-HVHZ), i Basic Wind Speed (Vasd): Max. 150 mph Hawkesbury, Hillsboro, Deck(HVHZ): 1 In accordance with FBC requirements; Kankakee, Sumas, d plank for 11 Solidly sheathed min. 19/32 in. plywood or woo Sylacauga, Toronto (Non- 9 1 new construction; Min. 15/32 in. plywood existin HVHZ)&Wilmington) 1 construction. Deck(Non-HVHZ): 1 Solidly sheathed in accordance with FBC requirements. and 1 Underlayment: In accordance with FBC requirements. Min. slope: 2:12 and in accordance with FBC requirements. Refer to CRC BiltmoreTM' the manufacturer's application instructions when installing (Calgary(Non-HVHZ), shingles at slopes greater than 21:12. . Hawkesbury, Kankakee, S Installation (HVHZ): I Installed with 5-7/8 in. exposure in accordanc e ce�it h R�A Sumas (Non-HVHZ)& 115 and manufacturer's published installation instructions. Toronto(Non-HVHZ)) Shingles shall be attached using "6 Nail Pattern" detailed below. 7�8 in. exposure in accordance with FBC Installation (Non-HVHZ): Installed with requirements and manufacturer's published installation instructions. Shingles shall be attached using either"4 Nail Pattern"or"6 Nail Pattern"detailed below. Nail Line Common Bond Standard Application Requires 4 Nails/Fasteners 7/8 - - - - - - - --* Line 7- 1 5-7/8 T Figure 7. Cambridge m and CRC BiltmoreTM 4 Nail Pattern (non-HVHZ only) ............... .....................................---........... —---------- Nail Line Common Bond Steep Slope/High Wind Applications Requires 6 Nails/Fasteners 7/8'7/ Nail Line 5-7/8 T Figure 8. Cambridge""" and CRC BiltmoreTM 6 Nail Pattern ...................... ...... IK019002 FL3031 0 Page 7 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEKIKO INDUSTRIES,LTD Asphalt Shingles TECHNICAL SERVICES, LLC CRC SuperglassTM i Basic Wind Speed Vuit : Max. 194 mph _ (Calgary(Non-HVHZ), i`Basic Wind Speed Vasa�! Max. 150 mph - - -- "-- - 1 Hawkesbury,&Toronto ( Deck(HVHZ): In accordance with FBC requirements; (Non-HVHZ)) I Solidly sheathed min. 19/32 in. plywood or wood plank for 1 new construction; Min. 15/32 in. plywood existing I and ; construction. i Deck(Non-HVHZ): 1 Solidly sheathed in accordance with FBC requirements. _ Marathon""' Plus AR i --- Underl�ment:,_, �i in accordance with FBC requirements. _I (Calgary(Non-HVHZ}, Min.slope: �� 2:12 and in accordance with FBC requirements._ __Refer~to j Hawkesbury,Hillsboro, I the manufacturer's application instructions when installing Kankakee,Sumas(Non- ; _ shingles at slopes greater than 21:12. . 9 P HVHZ), Sylacauga& i Installation (HVHZ): Installed with 5-7/8 in. exposure in accordance with RAS Toronto(Non-HVHZ)) j 115 and manufacturer's published installation instructions. i Shingles shall be attached using "6 Nail Pattern' detailed and _ ! below. MarathonTM' 1 Installation-(Non-HVHZ): ; Installed with 5-7/8 in. exposure in accordance with FBC i (Sylacauga) f requirements and manufacturer's published installation instructions. Shingles shall be attached using either"4 Nail Pattern"or"6 Nail Pattern"detailed below. _ L Standard Application V Requires 4 Nails/Fasteners 1 i 1 1 t 1 � I i -- -- - ---- -- - _. -- 4 t i { i i i Sealant Strip Figure 9. CRC Superglass7A°, Marathon"m Plus AR and MarathonTM 4 Nail Pattern (non-HVHZ only) ___ ...._............_.._....._-.__.__..__.._...._........._._._....._._._..______._......_..... _.............._ Steep Slope/High Wind Applications Requires 6 Nails/Fasteners I i - - - - - - - - - - - - - - - - - 1 i Sealant Strip Figure 10. CRC SuperglassTm, Marathon""' Plus AR and Marathon'"' _ _.._..._...__...._._..___._....__6 Nail Pattern IKO19002 FL30310 Page 8 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,installation, recommended use,or other product attributes that are not specifically addressed herein. _.r r a IKO INDUSTRIES, LTD GREED Asphalt Shingles ct TECHNICAL SERVICES, LLC Hip&Ridge"'" 12 rBasic Wind Speed V„it :_ Max. 194 mph (Kankakee&Sylacauga) 1 Basic Wind Speed Vasa__I Max. 150 mph Deck(HVHZ): ; In accordance with FBC requirements; Solidly sheathed I min. 19/32 in. plywood or wood plank for new construction; ? Min. 15/32 in. p ood existing construction. _ Deck(Non-HVHZ): olidly sheathed in accordance with FBC requirements. - Underlayment: I In accordance with FBC requirements. Min.slope:_ 12:12 and in accordance with FBC requirements. Installation: Installed with 5-5/8 inch exposure in accordance with the j FBC and manufacturer's published installation instructions. s I The direction of the exposed end shall be away from the prevailing wind. -- -- Perforation Marks { I Start Direction prevailing wind here- i -0m 40M -sift 412M + -I=k G ^ i [ Flails t a 0 i I 1"Taper Cut � 6-1/4 � I i -----.._..........----- -- ------ -----._...............Figure 11_..__H!.P._8� RidgeT"" 12 ------........ --............-._...._.__...-----_ IKO19002 FL30310 Page 9 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEKIKO INDUSTRIES;LTD Asphalt Shingles TECHNICAL SERVICES, LLC Armour StarterTm Basic Wind Speed Vuit): I Max.Xa 4 mph (Sumas) Basic Wind Speed asd . I Max. Deck(HVHZ): I In accordance with FBC requirements; Solidly sheathed j min. 19/32 in. plywood or wood plank for new construction; j Min. 15/32 in. plywood existing construction. Deck(Non-HVHZ): 1 Solidly sheathed in accordance with FBC requirements. _Underlayment: _ j In accordance with FBC requirements. Min.slope: 2:1T-- 2 and in accordance with FBC rEtquirements. — - Installation: Installed in accordance with the FBC and manufacturer's I published installation instructions. Shall be attached with j min. 1"x 12 ga. roofing nails with min.3/8-inch head. _ Standard Application Requires 4 Nails/Fasteners i i Match Color STARTER COURSE to Selected 1" and 13" from Each End Armourshake Shingle Figure 12. Armour Starter" ......._._._._.._._...__...._..---......... Leading Edge PIusT"" ' Basic Wind Spee�V„„)_ 1 Max. 194 mph __-------- --- -- -__— -_` (Hawkesbury) Basic Wind Speed (Vasd)_ rMaX. 150 mph Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; 1 I Min. 15/32 in. pond existing construction. - ---— i Deck�n_HVHZ): Solider sheathed in accordance with FBC re q uirements. _..— _.__._. . _... ..—.—............--..... Underlayment_ I In accordance with FBC requirements. Min.slope: 2:12 and in accordance with FBC requirements. Installation: Installed in accordance with the FBC and manufacturer's i published installation instructions. Shall be attached with I min. 1"x 12 ga. roofing nails with min. 3/8-inch head_ I � 1 • Standard Application I R:�,gjira,4 fialla!Fas:?rrr • t-from Each End�..- y ` 3'to 4"from Bottom j Figure 13. Leading Edge PIUSTM IK019002 FL30310 Page 10 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 47. IKO INDUSTRIES, LTD CREEKAsphalt Shingles TECHNICAL SERVICES, LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads established for components and cladding and in accordance with FBC requirements. 3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ. 4) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. 5) Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the deck. 6) Installation of the evaluated products shall comply with this report, the FBC, and the manufacturers published application instructions. Where discrepancies exist between these sources, the more restrictive and code compliant detail shall prevail. 7) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6t'Edition (2017)as evidenced in the referenced documents submitted by the named manufacturer. ,````,PRY �R►I p,����i �� . ..EN. R% ,, 2019.08.15 '��P'• S� �' 14:22:07 No 74021 -04'00' :� • STATE OF :�,�'••X, p •'��� Zachary R. Priest, P.E. O R t ••'(,jam�.` Florida Registration No.74021 �iiSS/p.•.•.•��```� Organization No.ANE11669 N A� CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services,LLC is not owned,operated,or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R.Priest,P.E.does not have, nor will acquire,a financial interest in any other entity involved in the approval process of the product. END OF REPORT IK019002 FL30310 Page 11 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein.