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Home My WebLink AboutProduct Approval, modified bitumen 715/2019 Florida Building Code Online tg'di 1WZIPXI ; E / 4 3 0 ► i ;, scis Home { Login i user Registration ? Hot Topics i Submit Surcharge Stats&Facus { Publications ! Contact Us i SCIS Site taap ! Links ; Search i r - Product Approval " USER:Public User Pro.u;£f-aj rmvnl Menu a Pro-oct or AgPEica[ton Senfcn n Aeal.=iars Ust>Application Detail FL# fL1654-R24 Application Type Revision Code Version 2017 RECEIVED Application Status Approved AUG 1.S 2020 Comments Archived permitting Departmen r St. Lucie Coun � Copy Product Manufacturer POLYGLASS USA r Address/Phone/Email 1111 W.Newport Center Drive Deerfield Beach,FL 33442 (954)233-1330 Ext 242 °mz malpert@polyglass.com a Authorized Signature Maury Alpert om @Y�� IEW ® FOR, malpert@polyglass.c CODE COMPLIAN ! .............z / � Technical Representative Maury Alpert . Address/Phone/Email 1111 W.Newport Center DrivGTo LUCIE C®� Deerfield Beach,FL 33442 ` w � (912)429-8610 BO U . I MAlpert@polygiass.com Quality Assurance Representative Address/Phone/Email Category Roofing y Subcategory Modified Bitumen Roof System - . q Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer '�� •-- Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen 1 Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 09/13/2021 Validated By John W. Knezevich,PE ' ? o, Validation Checklist-Hardcopy Received r z Certificate of Independence FL1654 R24 COl 2019 01 COI NIEMINEN.odf Referenced Standard and Year(of Standard) Standard Year ASTM D6162 2008 ASTM D6163 2008 i - ASTM D6164 2011 Py2 i r� ASTM 06222 2011 ASTM D6509 2009 FM 4470 2012 FM 4474 2011 9 � s UL 1897 2012 i-ittps:%w,rAv.floridabuilding.org!pr/pr app_dti.aspx?param=wGEVXQwtDgvgqu2w%2bnFgUPv2pw6pKxAhg%2fJTtiNgcLHGgiZFglMgIA%3d%3d 112 7/15/2019 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code x � {` s % El" Product Approval Method Method 1 Option D �yf � Y� Date Submitted 04/12/2019 ' Date Validated 04/14/2019 Date Pending FBC Approval 04/19/2019 r Date Approved 06/18/2019 ra✓� 1/jar� ii,"�" s 9 E rr ■ Safi 'dip r /baa } i!.FL# Model, 1U1 Pl _.,u,- ',��",r, G,..,..9✓.�.. .,,,t.,v, %y- ", y ',..,..r...,,,.�:.:-......m,._..,'�.�...,.r.i 1654.1 Polyglass SBS and APP Modified SBS and APP modified bitumen roof systems Bitumen Roof Systems ;Limits of Use Installation instructions Approved for use in HVHZ:No Fl 1654 R24 II 2019 04 FINAL Al ER POLYGLA55—MQDffj FL1654- ✓ Approved for use outside HVHZ:Yes R24,pdf��;� 1 impact Resistant:N/A Verified By:Robert Nieminen PE-59166 f ` Design Pressure:+N/A/-622..5 Created by Independent Third Party: Yes r � Other: 1.)The design pressure in this application Evaluation Reports relates to one particular assembly over concrete deck. FI 1654 R24 AE 2019 04 FINAL ER POLYGLASS MOD51T FL1654- / , Refer to the ER Appendix for other systems and deck R24.Ddf types. 2.)Refer to ER,Section 5 for other Limits of Created by independent Third Party:Yes 1 use. sem` 'a Contact Us t:2601 Blair Stone Road,Tallahassee FL.32399 Phone:850.487-1824 The State of Florida is an AA/EEG employer.Copyright 2007-2013 State or Florida.::Privacy statement is Accessibility Statement,:Refiund 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), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an emall address If they nave ane.The emails provided may be used for orticial communication with the licensee.However email addresses are public retard,It you do not wish to supply a personal address,please fi provide the Department with an ema"I address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click hfr„ Product Approval Accepts: Credit Card �4 1r Safe w�� i I httos:/i%vvjw.loridabuilding.Grg/pr/pr app_dti.aspx?param=wGEVXQwtDgvgqu2wp/o2bnFgUPv2pw6pKxAh9%2fJTtiNgcLHGg1ZFgiMqIA%3d%3d 212 I� 00 NEMO etc. TABIC c DECK APPLICATION TyPg.� _. ....-.__ .SCTiON ..__..._......_..._.._..__-__._........._....__.._.......__._.._ _ ...._......—.____._._..._....._ ofRIP__....___w—_..- i,iA Wood New at Reroof(Tear-Off) A 1 Bonded Insulation,Bonded Roof Cover _ 18 1Nood Nety ar Reroof(Tear-O€f) A-2 Mech-Attached Anchor Sheet,Bonded Insulation.Bonoed Roof Cover ) 5.9 1C Wood New,Reroof(Tear-Off)or Recover A-Z Mech.Attached Anchor Sheet,Bonded Insulation,Handed Rogf Cover 10-i1 i 1D Wood New,Reroof(Tear-Off)or Rccover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 12 _ ..w .._ w _......._.. .... _.._....._. __. __.._. ...... . _.._. _._.W_..__ _ __ 1 lE Wood New,Reroof(Tear-Off)or Recover C Mech,Attached insulation,Bonded Roof Cover 12 14 I lI_ Ne Reroof(Tear-Ott or Recover D insulated,Mech Attached Base Sheet Bonded Woof Cover IG 'Wood New or Reroof(Tear-off) Non-Insulated,Mech.Attached Base Sheet(nails),Bonded Roof Cover 18.21 iFi Waad New,Reroof(Tear Off)ar Recover E Non-Insulated,Mech.Attached Base Sheet(screws&plates),Bonded Raaf. 26 Cover 2I-2S 1t Wood New or Reroof Tear-O F Non-Insulated Bonded Roof Cover 2A Steel or Structural concrete New,Reroof(Tear-Off)or Recover B Mech,Attached Base Insulation,Bonded Top insulation,Bonded Roof Cover 27-29 ZB Steel or Structural concrete New,Reroof(Tear-Off)or Recover C Mech.Attached insulation,Bonded Roof Cover 30- ZC Steel or Structural concrete New,Reroof(Tear-Off)or Recover 0 insulated,Mech.Attached Base Sheet,Bonded Roof Cover _ -__35-37 3A Structural concrete New or Reroof(Tear-Off) — - -k 1 - Bonded Insulation,Bonded Roof Cover _._._. _ 38-46 36 Structural concrete New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover _ 46 4A Lightweight concrete New or Reroof(Tear-Off) A-1 Bonded insulation,Bonded Roof Cover 47-49 d8 Lightweight concrete New or Reroof(tear-Off) —A-2 Mech.Attached Anchor Sheet,Bonded Insulation,bonded Roof Cover 50 4C Lightweight concrete _ New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 51-53 5R Cemenutlaus wood fiber New or Reroof(Tear Off) A-1 Bonded Insulation,Bonded Roof Cover 5B Cementitious wood fiber New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Banded Insulation,Bonded Roof Cover 55 SC Cementitious wood fiber New,Reroof(Tear-Off)or Recover B Mech,Attached Base Insulation,Bonded Top Insulation Bonded Roof Cover�� 56 SD Cementitious wood fiber New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover _ 56 SE Cementitious wood fiber New,Reroof(Tear-Off)or Recover E _ Non-Insulated,Meeh.Attached Base Sheet,Bonded Roof Cover 56 6A Existing gypsum Reroof(Tear-off) —A i - Bonded insulation,Bonded Roof Cover 57-59 68 w Existing gypsum Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded insulation,Bonded Roof Cover 19 6CExisting gypsum �—+ Reroof(Tear-Off)or Recover C —� Mech.Attached Insulation,Bonded Roof Cover 60 6D Existing gypsum H Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 7A Various Recover A-1 Bonded Insulation,Bonded Roof Cover 61-65 78 Various Recover F Nan-Insulated,Bonded Base Sheet,Bonded Roof Cover 65 Tt following note opist to the W ems outi! lnt here 1. The roof system evaluation herein pertains to above-deck roof components. Roof decks and structural members shall be to accordance with FOC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 2. Insulation/base sheet fasteners shall be of sufficient length for the following deck engagement: >Wood: Minimum 0.75-inch penetration. 7 Steel: Minimum 0.75-inch penetration and engage the top flute of the steel deck. >Structural concrete: Minimum 1-inch embedment into pilot hole in accordance with fastener manufacturer's published installation instructions, NEMO ETC,LLC Evaluation Report P9290,02.08-R21 for FL3654-R23 Certificate of Authorization 432455 6111 EDITION(2011)FBC NON-HVHZ EVALUATION Revision 21:10108/201O Prepared by: Robert Nieminen,PE-59166 Polygfass Modified Bitumen Roof Systems;(954)233.1330 Appendix 1,Page 1 of 65 ONEN401 etc. B. Unless otherwise noted,insulation may be,any one layer orcorlibination of polyisocyanurite,polvstyrenv,wood fiberboard,perlite,gypsum-based goof board or mineral-woof root board that meets the CIA mquiremr,ms of P.A.C.Rule 6IG20-3 and is documented as meeting FBC 1.505.1 and,for foam plastic,Fflc Chapter 26,when installed with the roof rover. 4. Minimum 200 psi,minimum 2-inch thick lightweight insulating concrete may be substituted for rigid insulation board for System Type D(mechanically attached base sheet,hondcd roof cover),whereby the base sheet fasteners are imlilled through the LWIC to engage the structural steel o;concrete deck. The structural deck shall be of equal or greater configuration to the steel and concrete deck listings. Roof decks and structural members shall be in accordance with;8C requirements to the satisfaction of the Authority Having Jurisdiction. toad resistance of the root deck shall be documented through proper codified and/or FOC Approval documentation. 5. Preliminary insulation attachment for System Type D:Unless otherwise noted,refer to se h u section of FM Loss Prevention Data Sheet 1-7,9(January ary 2016 6. unless otherwise noted,insulation adhesive application rates are as follows, Ribbon or bead width is at the%irnis of application;the ribbons/beads shall expand as noted in the manufacturer's Published instructions. > Hot asphalt(HA),. Full coverage at 25-30 lbs/square. Dow INSTA STIX Quik Set Insulation Adhesive(0-15): Continut.,us,0.75 to 1-inch wide ribbons,12-inch o.c. Millennium One Step Foamable Adhesive(M-OSFA): Continuous 0.25 to 0,54nch wide ribbons,12-inch cl<c. >Millennium PG-1 Pump Grade Adhesive(M-PGI): continuous 0.25 to 05-loch wide ribbons.12-Inch o.c. ;0 OMG Oly0ond 500(OSS00): Continuous 0.75 to 1-inch wide ribbons,12-inch o.c.(PaceCart or SpotShot). Note. 01yatind Green may be used where Oly0ond$00 is rderenced, >OlyBond Classic(00 Classic)- Full coverage at 1 Cal/square, 'w ICP Adhesive&Sealants Polvset CR-20! Continuous 2.5-3.5-Inch Wide ribbons,12-Inch o.c, ;e Note: When multoe Joyers(s)of insulation and/or covetboard are Installed in ribbon-applied adhesive,boardjoints shag be staggered. >Note. The maximum edge distance from the adhesive ribbon to the edge of the insulation board shelf be not less than one-hoif the specifed ribbons spacing. 7. Unless otherwise noted,all insulations are flat-stock or taper board of the minimum thickness noted. Tapered polyisocyanurate at the following thickness limitations may be substituted with the following Maximum Design Pressure(MDP)limitations. In no case shall these values be used to"increase'the MDP listings In the tables;rather if MDP 115thig below meets or exceeds that listed for a particular system In the tables,then the thinner board listed below may be used as a drop-in for the equivalent thicker material listed in the table: '-Millennium One Step Foamable Adhesive(M.OSFA)-. mbp -1s7,Spsf (Min.0.5-Inch thick) ;0 Millennium PG-1 Pump Grade Adhesive(M-PG1): MOP -157.5 p5f (Min.0.5-Inth thick) OMG 011yllond 500(OBSOD).- MDP -45,0 psi (Min.0.5-Inch thick Multi-Max FA-3) OMG Oly8ond SOO(08500), MDP -187.5 psf (Min,0.5-inch thick ISO 95+GQ > OMG City0and 500(08500); MOP -315.0 psf (Min,0,54rich thick EURGY 3) >OMG City8cind 500 1005001. MOP 487.5 psi (Min.0.5-Inch thick ACFoam III Y ICP Adhesives&Sealants Polyset CR-20: MDP -117,5 psf (Min.1.0-inch thick) S. Bonded po[VisocVanurate insuiatton boards shall be maximum 4 x 4 ft. 9. For mechanically attached components or partially bonded Insulation,the maximum design pressure for the selected assembly shall meet or exceed the Zone I design pressure determined In accordance with FBC Chapter 16,and Zones X and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria.Commonly used methods are ANSYSPRI WDI,RVI Loss Prevention Data Sheet 1-2.9,Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137, Assemblies marked with an asterisk"carry the limitations sot forth in Section Of FM Loss Prevention Data Sheet 1-79(January 2016)for Zone 2/3 enhancements. 10. For fully bonded assemblies,the maximum design pressure for the selected assemhtv shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16,and no rational analysis Is permitted. 11. For mechanically attached components over existing decks,fasteners shall be tested in the existing deck for withdrawal resistance.A qualified design professional shall review the data for comparison to the minimum requirements for the system.Testing and analysis shall be in accordance with ANSI/SPRI FX-1 or Testing Application Standard TAS 105, 12. For existing substrates In a bonded recover or re-roof installation,the existing roof surface or existing root deck shall be examined for compatibility and hand performance with the selected adhesive,and the existing roof system(for recover)shall be capable of resisting project design pressures on its owil merit to the satisfaction of the Authority Having Jurisdiction,as documented through field uplift testing in accordance with ANSIISPRI IA-1,ASTIA,F907,I'M Loss Prevention Data Sheet I.52 at Testing Application Standard TAS 124, 13. for Recover Applications using System Type 0,the insulation is optional;.however,the existing roof system shall be suitable for a recover application. Evaluation Report P9290.02,08-1121 for Ft 1654 NEMO ETC,LLC Certificate of Authorisation#32455 6111 EDITION(2017)FBC NON-HVHZ EVALUATION Revision 21:1.0108/2.018 Prepared by: Robert Nleminen,PE.S9166 Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 2 of 65 ONNEMOjetc. System _____._._...__._...._ __.._v .___ ____.___ .._ _. _ _.___ Roof Cover(Nate i5} No Deck(Note iy Primer �7— _._.._.._._.....__ _ __ MDP IPsfy ............................................... _. ._.__ ._.._.___._..-.......Joint Treatment _...___.._..._ W y__I,,,__� Base Pfy My Cap Ply Min.15/32- _._ _ __ W170 ` None None 5&5-SA IDptianal)SBS SA 585 i SBS-SA,APP-SA,SBS 90,0 inch plywood Min IS/32- TA,APP-TA TA,APP-TA ttt W-171 inch plywood W�ptional)PG100 — None � PolyflexSABase (Optional)APP•TA APP-TA .90.0 Min,15/32- (Optional)SBS-SA,SBS• SBS-SA,APP-SA,SOS• -97.5 W172 Inch plywood PGi{10 None SBS-SR p Y TA,APP-TA TA,APP-TA W-173 Min.15/32- Plywood joints are covered with 4-Inch wide strips of Elastoflex SAV Plus,rolled into Elastoflex SAV Base or (Optional)SBS-SA,SBS-a SBS-SA,APP-SA,SBS• inch plywood (Optional)PG100 place to create continuous bond. Elastoflex SA V FR Base TA,APP-TA TA,APP-TA 97'5 Min.15/32- (Optional{SBS-SA,SBS- SBS-SA,APP-SA,585• W174 inch plywood POIYBRITE 1a5 None SBS-Sq TA,APP-TA TA,APP-Tet -105.0 W175 MIn.15/32- Plywood joints are covered with 4-Inch wide strips of Elastoflex SA V Plus,rolled into Elastoflex 5A V Plus ar (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS- _ inch I (Optional)pG100 -135.0 plywood � place to create continuous bond. pastoflex SA V Plus FR 7A,APP-7A TA,APP-TA W-176 Min.15/32• (Optional)PG100 Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus,rolled into PolyRex SA Bate inch plywood place to create continuous bond. (Optional)APP-TA APP-TA 135.0 MEMO ETC,LLC Evaluation Report P9290.02.08-1121 for FL1654.1123 Certificate of Authorization M3245S 6r"EDITION(2017)FBC NON-WVW-L EVALUATION Revision 21:10/08/2018 Prepared by: Robert Nieminen,PE-59166 Polyglass Modified Bitumen Roof Systems,(954)233-1330 Appendix 1,page 26 of 65