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Home My WebLink AboutPRODUCT APPROVALSFlorida Building Code Online Page 1 of 2 �v .+A I.,"Wk �r BCIS Home I Wg In i User Replstrallon Hot Topirs I SUbmlt SurtbaMe Slaisa Fac,s Pub11uUons I FBCSWff i BCISSRe Map I Llnks i So" I dbpr a 'h11(�J Product Approval V:YP-' USER: Pubnc user Pryautl aeomval Menu > Pmtlu[t er poDllcation searcM1 > peDlicalbn pR > pppli®non Derell FOR FL # FL18355-R4 Application Type Revision Cade Version 2017 Application Status Approved Comments ;� ✓,J Archived Product Manufacturer TAMKO Building Products, Inc. Address/Phone/Email PO Box 1404 RECEIVED Joplin, MO 64802 (417)624-6644 Ext 2305 DEC 26 2018 kerrl_eden@tamko.com Authorized Signature Kern Eden ST. Lucie County, Permitting kerrl_edengtam ko.com Technical Representative Kern Eden Address/Phone/Email PO Box 1404 Joplin, MO 64802 SC BNNE® (417) 624-6644 Ext 2305 kerrl_eden @tam ko.com si. LUCI Quality Assurance Representative @ Colinry Address/Phone/Email Category Roofing Subcategory Asphalt Shingles 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 Zachary R. Priest the Evaluation Report Florida License PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Explrabon Date 01/07/2019 Validated By Locke Bowden 5 Validation Checklist - Hard®py Received Certificate of Independence EL18355 R4 COI TBPI5001 4 2017 FBC E al Report ShInales f al ndf Referenced Standard and Year (of Standard) Standard yAaE ASTM D 3161 2016 ASTM D 3462 2010 ASTMD D 7158 2011 TAS 100 1995 Equivalence of Product Standards Certified By Approved Testing Lab , FLIS355 R4 Fayly QL flittgr for standards for FSC 2017,odf Sections from the Code https:/Ifloridabuilding.org/vr/ur arm dtl.asnx?param=wGEVXOwtDouvosrHazGXOW83M... 2/6/2018 Florida Building Code Online Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products I� Method 1 Option D 09/25/2017 09/27/2017 10/08/2017 12/12/2017 FL # Model, Number or Name Description 18355.1 Glass -Seal, Elite Glass -Seal, ASTM D 3462 asphalt shingles and hip and ridge shingles Heritage, Heritage Premium, Heritage Woodgate, Heritage Vintage, Hip and Ridge, and Vintage Hip and Ridge Shingles Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes FL18355 R4 II TBP15001 4 2017 FBC Eval Repot Shingles fin I f Impact Resistant: N/A Verified By: Zachary R. Priest PE-74021 Design Pressure: N/A Others See evaluation report for limits of use. Created by Independent Third Party: Yes Evaluation Reports FL10355 R4 AE TBP15001 4 2017 FBC Eva[ Report Shinoles final.odf Created by Independent Third Party: Yes ee- He.t CM18dUl :: 2601 WaIrSWnd Road. Taldha.• n ansa phone: 850-487,1e24 The Stale of Honda Is an ANEW employer Convdaht 2007-I013 State of Florida ;: Pde3m Statement:: q MEllltt� v Statement:: Refund Statement Statem nt Under Honda law, Small addresses are publk recants. If you do not want your e-mall address released In response b a publlc-records repuesb, do not send electronic mall N this entity. In#ead, mntad the press by phone or by traditional mall. If you have airy plasters, please cane 050.41P. MS. 'pursuers bp Section 455.275(1), aodda Statutes, effeC ve Doctor 1, 2012, Ilr saes tamed under Chapter 455, F.S. mug amass she Department with an map address If they have one. The smalls provided may be used for oHklal communication with the Ilan". However emall addresses are public remrd. if you do rot wish m Supply a personal address, please earl the Department with an emall address wNsh an be made available to the public. To dethampe Ifyou are a licensee under product Approval Accepts: U M C—: M Credit Card Safe httDs://floridabuildine.ore/nr/Dr ann dtl.asnx?naram=w(TF.VXowtnn))vn.RrHa7.('TX()WR7M ?/6l?(11 R Florida Building Code Online Page Iof 2 a n!/1% # YYII CIS Home •eCISH a Log In It rReguv.t Hat Tapia SYDmIISurcharyG Sas A Fa puDlRai ns C [a[t Us BCISah Map links $GdRll db� r hETLE PProduct Approvalp USER; DaCli[ UserrM3m P.mluvl 400ra'M Men > Product 0' Am 5e1116 > PvorcaVan I hl > Appp[atian to I rL� FL M FL1654-R23G�-1�'�-� Application Type Revision T. LUCIE COUNTY BUILDING D ION code version 2017 REVIEWED FOR COMPLIANC Application status Approved REVIE B DATE Comments PLANS AND PERMIT MUST BE KEPT OB Archived ❑ SITE OR NO INSPECTIONS) WILI IPFf MADE 17 Product Manufacturer POLYGLASS USA Address/Phone/Email 1111 W. Newport Center Drive CONCEALED FASTENERS OR ATTACHMENTS Deerfield Beach, FL 33442 ARE THE RESPONSIBlUTY OF THE (954)233-1330 Ext242 sC CONTRACTOR OR RECORD malpert@polyglass.com n •A� Authorized Signature Maury Alpert malpert@polyglass.com 00 Technical Representative Maury Alpert O4�q Address/Phone/Email 1111 W. Newport Center Drive J� Deerfield Beach, FL 33442 (912) 429-8610 MAlpen@polyglass.com Quality Assurance Representative CONTRACTOR COPY Address/Phone/Email Category Roofing Subcategory Motllfed Bitumen Roof System 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 Robert Nleminen the 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 PJJ Validation Checklist - Hardcopy Received Certificate of Independence FL1654 R23 CO[ 2018 01 COI NIEMINEN If Referenced Standard and Year (of Standard) 5tantlard Year ASTM 06162 200806 ASTM. D6163 2008 ASTM D6164 2011 ASTM 06222 2011 ASTM D6509 2009 FM 4470 p 201 FM 4474 20111 UL 1897 2012 Equivalence of Product Standards Certified By http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=WGEVXQVADgvgqu2w%2bnFg.,. 1 /4/2019 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Date Submitted Date. Validated Date Pending FBC Approval Date Approved 5umma Of Protluc[s Method 1 Option D 10/08/2018 10/13/2018 10/21/2018 12/11/2018 FL # Modelf Number or Name Description -1654:1 Polyglass SBS and APP Modified Bitumen Roof SBS and APP modified bitumen roof systems Systems Limits or Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-622.5 Other: 1.) The design pressure in this application relates to one particular assembly over concrete deck. Refer to the ER Appendix for other systems and deck types. 2.) Refer to ER, Section 5 for other Limits of Use. Installation Instructions FLlfi54 R23 II2918 10 FrNAI AI FR yr R23.odf Verified By: Robert Nieminen PE-59166 Created by Independent Third Party: Yes Evaluation Reports FL16 4 R23 AE 2018 10 FINAL ER 'POLYG ACR MOO81T Fl 1654 R23.Pd Created by Independent Third Party: Yes aa.k Heel COPWI us<: 2Fo l elan Srone nnae Tat ha Ife I Ff, 32399Ph,m,, 850.587-182 The State of Florida is an AA/EED employe, Com Pddt 2001J011 State" If Rarida, ;:. PAadcv_ Statement;: au,o, ,I I"iv St ton, WOer Florida law, email addresses are public recoms. 11 you do not want your email address releasee in res,ame'to a mblierecoNs reeuesl, do not send elc all to this entity. Imlold, contact the once by phone or, traditional mail If you have any eue5tlons, please comae! 850.aW, l]95. •PurSoanf 1. Sedlon alectmn55:225 11), Finds. Statures, erl dlvo Ottoher L 2012, Illem¢a; kens¢d under Chapter 455, F.S. must provide Ne DepaOment with an email address it they have and. The emails provided may be used fer olflclal Communication with the licensee. However email addr¢ss¢s are public record. If you do not wish to suPPIY a Personal address, Please provide the Departm¢nl wilt an email address which son be made avai able to the Pu01ic. Ta determine if you arc a license under CM1apler 4S5, F.S., Please click bar=, Predust APPrewl AceePH: 0 ®Ei 0 Credit Card Safe http://www. floridabui lding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgqu2w°/d2bnFg... 1 /4/2019 ONEMOIeft go TABLE ,"- OECR�.. -,"- -, 'APPLICATION 'TYPE DESCRIPTION- PAGE 1A Wood New or Refoof(Tear-Off) A-1 Banded Insulation, Bonded Roof Cover 5'. 1B Wood New or Reroof (Tear -Off) A-2 Mech, Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 5-9 1C Wood New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 10-11 1D Wood New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Banded Roof Cover 12 lE Wood New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation,. Bonded Roof Cover 12-14 1F Wood New, Reroof (Tear -Off) or Recover D Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 15-17 1G Wood New or Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet (nails), Bonded Roof Cover 18-21 1H Wood New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet (screws & plates), Bonded Roof Cover 21-25 lI Wood New or Reroof (Tear -Off) F Non -Insulated; Bonded Roof Cover 26 2A Steel or Structural concrete New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 27-29 28 Steel Or. Structural concrete New; Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bontled Roof Cover 30-34 2C Steel or Structural concrete New, Reroof (Tear -Off) or Recover D Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 35-37 3A Structural concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 38-46 38 Structural concrete New or Reroof (Tear -Off) F Nan -Insulated, Bonded Roof Cover 46 4A Lightweight concrete New or Reroof (Tear -Off) A-1 Banded Insulation, Bonded Roof Cover 47-49 48 Lightweight concrete New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet; Bonded Insulation, Bonded Roof Cover 5o 4C Lightweight concrete. New or Reroof (Tear -Off). E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 51-53 SA Cementitious wood fiber New or Reroof (Tear -Off) A-1 Bonded insulation, Bonded Roof Cover 54 5B Cementitious wood fiber New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 55 5C Cementitious wood fiber New, Reroof (Tear -Off) or Recover 8 Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 56 SO 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, Mech. Attached Base Sheet, Bonded Roof Cover057-59 6A Existing gypsum Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 66 Existing gypsum Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover6C Existing gypsum Reroof (Tear -Off) or Recover C Mech: Attached Insulation, Bonded Roof Cover6D Existing gypsum Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover7A Various Recover A-1 Bonded Insulation, Bonded Roof Cover 7B Various Recover F Non -Insulated, Bonded Base Sheet, Banded Roof Cover The foilowi .9 notes apply to the systems outlined herein; 1. The roof systemevaluation herein pertains to above -deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shallbe 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. > 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 F1.1654-1123 Certificate of Authorization 432455 6'" EDITION (2027) FBC NON-HVHZ EVALUATION Revision 21: of 65 Prepared 6y: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Appendixl,.Page age I of 65. ONEMO etc. 3. Unless otherwise noted, insulation maybe anyone layer or combination of polyisocyanurate,polystyrene, wood fiberboard, perlite,.gypsum-based roof board or mineral -woof roof board that meets the CIA requirements of F.A.C. Rule 61G20-3 and is documented as meeting FBC 1505.1 and, for foam plastic, FBC Chapter 26, when installed with the roof cover. 4. Minimum 200 psi, minimum 2-inch thick lightweight insulating concrete maybe substituted for rigid insulation board for System Type D (mechanically attached base sheet; bonded roof cover), whereby the base sheet fastenersare installed through. the LWIC to engage the structural steel or 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 FBC 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. S. Preliminary insulation attachment for System Type D: Unless otherwise noted, refer to Section 2.2.10.1.3 of FM Loss Prevention Data Sheet 1.29.(January 2016); 6. Unless otherwise noted, insulation adhesive application rates are as follows. Ribbon or bead width is at the time of application; the ribbons/heads shall expand as noted in the manufacturer's published instructions. Y Hot asphalt (HA): Full coverage at 25-30 lbs/square. D Dow INSTA STIR Quik.Set Insulation Adhesive (D-IS): Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c. ➢ Millennium One Step Foamable Adhesive (M-OSFA): Continuous 0.25 to 0.5-inch wide ribbons, 12-inch o.c. 7 Millennium PG-1 Pump Grade Adhesive (M-PGI): Continuous 0.25 to 0.5-inch wide ribbons, 12-inch o.c. D OMG OlyBond 500 (08500): Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c. (PaceCart or SpolShot). Note; 01yBond Green maybe used where OlyBond 500 is referenced. D OlyBond Classic.(OB Classic): Full coverage at gal/square.. ➢ICP Adhesive& Sealants Palliser CR-20: Continuous 2.5-3.5-inch wide ribbons, 12-inch o.c. ➢ Note: When multiple layers(s) of insulation and/or coverbaard are installed in ribbon -applied adhesive, boardiaints shall be staggered. Y Note. The maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be not less than one-half the specified 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 MOP listing below meets or exceeds that listed fora particularsystem 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): MDP -157.5 psf (Min. 0.5-inch thick) ➢ Millennium PG-1 Pump Grade Adhesive (M-PG3): MOP -157.5 psf (Min. 0.5-inch thick) Y OMG OlyBond 500 (OBS00); MDP .45.0 psf (Min. 0.5-inch thick Multi -Max FA-3) ➢ OMG OlyBond 500 (OB500): MDP -187.5 psf (Min. 0.5-inch thick 150 95. GL) D OMG Oly8ond SOO (08500); MDP -315.0 psf (Min. 0.5-inch thick ENRGY 3) D OMG OlyBond 500 (OB500): MDP -487.5 psf (Min. 0.5-inch thick ACFoam 11) D ICP Adhesives& Sealants Polyset CR-20: MDP -117.5 psf (Min. 1.0-inch thick) & Bonded polyisocyanurate insulation 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 1 design pressure determined in accordance with FBC Chapter 16, and Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WDl, FM Loss Prevention Data Sheet 1-29, Roofing Application Standard RAS 117 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 (January 2016) for Zone 213 enhancements. 10. For fully bonded assemblies, the maximum design pressure forthe selected assembly shall meet orexceed 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 AN51/SPRI FX-1 or Testing Application Standard TA5105. 12. For existing substrates in a. bonded recover or re -roof installation, the existing roof surfaceor existing roof deck shall be examined for compatibility and bond performance with the selected adhesive, and the existing roof system (for recover) 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 ANSI/SPRI IA-1, ASfM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TA5124. 13, For Recover Applications using System Type D, the insulation is optional; however, the existing roof system shall be suitable for a recover application. NEMO ETC, LLC Evaluation Report P9290.02.08-R21 for FL3654.R23 Certificate of Authorization a32455 Eta EDITION (2017) FBC NON-HVHZ EVALUATION Revision 21: 10/08/2018 Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems; 1954) 233-1330 Appendix -1,-Page-2 of 65- NNEMO etc. 14. Lightweight Insulating Concrete (LWC) shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWC is referenced, refer to current LWC Product Approval for specific deck construction and limitations. Unless otherwise noted, for systems where specific LWC is not referenced, the minimum design mix shall be 300 psi. In all cases,the minimum top -coat thickness is 2-inches.. For LWC over structural concrete, reference is made to FBC Section 1917.4.1, Point 1, For "pre-existent" LWC references, listings were established through testingover lightweight concrete cast using only foaming agent (ASTM C8961, water and Portland cement (ASTM C150), with no proprietary additives, in accordance with procedures adopted by Miami -Dade BCCO (FBC CER3592). Unless otherwise noted, use of these listings in new construction or re -roof (tear -off) applications is at the discretion of the Designer or Record and Authority Having Jurisdiction. 15. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications 'REFERENCE LAYER •_MATERIAL - - ,APPLICATION. BP -AA Base Fly One or more plies Polyglass G2 Base, FBC Approved ASTM D4601, Type II (Base and Ply sheets, Ply One or more plies Polyglass PIy IV, Polyglass Ply VI, FBC Approved ASTM D2178, Type IV of VI Hot Asphalt at 20-40 Asphalt -Applied) Note: Asphalt -applied sheets or insulation shall not be applied to poly -film surfaced membranes. Ibs/square Base Ply One ply Elastobase (sand/sand), Elastoflex V, Elastoflex 56, Elastoflex S6 Type 11, Polyglass HT Base 650 5BS-CA1 -Cap Ply Elastoflex VG, Elastaflex VG FR, Elastoflex 56, Elastofex S6 Type 11, Elastoflex 56 G, Elastoflex 56 G FR. Elastoshield TS-G, Elastoshield TS-G FR, Polyfresko G SBS (sand -backed), PolyfreskoG SBS FR (sand -backed) PG350 at 1.5-2.0 gal/square Base Ply One ply Elastobase (sand/sand), Elastoflex V. Elastoflex 56, Elastoflex 56 Type 11 SBS-CA2 Cap Ply Elastoflex VG, Elastoflex VG FR, Elastoflex 56, Elastoflex S6 Type II, Elastoflex S6 G/Elastoflex SG G FR, Elastoshield TS-G, Elastoshield TS-G FR, Polyfresko G'SBS (sand -backed), Polyfresko G SBS FR (sand -backed) Polyplus 35 at 1.5-2.0 gal/square SBS AA Base Ply or Ply One or more plies Elastobase (sand/sand or poly/sand), Elastobase P (sand/sand or poly/sand), Elastoflex V, Elastoflex 56, Elastoflex 56 Type 11, Polyglass HT Base 650 (SBS, Asphalt -Applied) Cap Ply Elastoflex V, Elastoflex VG, Elastoflex VG FR, Elastoflex SG, Elastoflex56 Type 11, Elastoflex 56 G, Elastoflex 56 G FR, Elastoshield TS-G, Elastoshield TS-G FR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed) Hot Asphalt at 20.40 Ibs/square Note: Asphalt -applied sheers or insulation shall not be applied to poly -film surfaced membranes. -TA Base Ply or Ply One or more plies Elastobase (sand/poly), Elastobase (poly/poly); Elastoflex V, Elast�flex SG, Elastoflex S6 Type II, Polyglass HT Base (SBS, Torch-Applied).�� Elastaflex V, Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex S6 Type 11, Elastoflex S6 G, Elastoflex 56 G FR, Elastoshield T5- - G Elastosbfeld35aG ER Polyfresko G SBS ( oly-film backed), Polyfresko G 5BS FR (poly -film backed) Torch -Applied —'`—fei[._S6ISfiH�E�fsisToRex SA1V,fABas�je, EtdS[ofiexSAVf?ks-EiasTbt ei�vP"ER]� &5--SA Cap Ply -.Elastaflex SA P; Elastoflex SA P FR, Polyreflect Se f-Adhering) Note: Unless otherwise noted, permissible membrane substrotesfor565-SA are limited to the SBS-SA Base Ply options herein, Elastobase (poly/sond) or Elastobase !poly/poly). Self -Adhering APP-CA1 Cap Ply Polyflex G FR PG350 at 1.5-2.0 gal/square APP-TA One or more plies Polyglass APP Base, Polyflex, Polybond (APP, Torch -Applied) Cap Polyflex, Polyflex G, Polyflex G FR, Polybond„Polybond G, Polyfresko G, Polyfresko G FR Torch -Applied f1Q{ _ sti- Polyflex SA P, Polyflex SA P FR, Polyfresko G SA, Palykool (APP, Self -Adhering) IN Unless otherwise noted, permissible membrane substratesforAPP-SA are limiredto the SBS-5A Base Ply options herein, Elastobase (poly/sand) or Elastobose (poly/poly). Self -Adhering NEMO ETC, LL[ 1123 Certificate of Authorization 432455 Evaluation Report P9290.0 Revision for 10108/F1.1654018 6[" EDITION (2017) FBC NON-HVHL EVALUATION Revision 21: 10(OS/2018 Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Appendix 1, Page 3 of 65 *NEMO etc. 16. Vapor barrier options for use over structural concrete deck followed by adhered insulationcarry the following Maximum Design Pressure (MDP) limitations. The lesserof the MOP listings below vs. those in Table 3A applies: OPTION # - - R PRIMER VAPOR BARRIER - - - INSULATION ADHESIVE - - ' MOP(PSF) TYPE ATTACH VB-1. PG100 Elastoflex SA V Plus Self -Adhering Inta-Stik or CR-20, 12-inch o.c. -60.0 VB-2. PG100 Polyglass APP Base Torch -applied Into-5[ik or CR-Z0, 12-inch o,c. -75.0 VB-3. PG300 Elastoflex SAP Self -Adhering Insta-Stik, 12-inch o.c. -75.0 VB-4. PG100 Elastoflex SAP Self -Adhering Millennium One Step Foamable Adhesive,12-inch o,c. -157.5 VB-5. PG300 Elastoflex SA Self -Adhering CR-20, 12-inch o.c. -270.0 VB-6. PG10D Elastoflex SA V Base, Elastoflex SA V FR Base, Elastoflex SAV Plus, Elastoflex SA V Plus FR Self -Adhering Millennium One'Ste Foamable Adhesive, Millennium PG-1 Pump Grade p Adhesive, OlyBond 500 or CR-20, 12-inch o.c. -29D.0 17. The following surfacing may be applied to the Cap Ply without adverse effect on the system wind load performance. Refer to current Florida Product Approval for approved Polyglass and KM Coatings roof coatings for application limitations and a Roofing Materials Directory For fire ratings associated with coating usage OPtlonr . - -- - ---- ' Surfacing - _ Florida Product Approval SURF-1. PG300. Fibered Roof Coating FL10291 SURF-2. PG600Non-Fibered Aluminum Roof Coating FL10291 SURF-3. PG650 Fibered Aluminum Roof Coating FL10291 SURFA. PC700 High Quality Elastomeric Roof Coating FL10291 SURF-5. PG700QS (Quick Set) High Quality Elastomeric Roof Coating FL30291 SURF-6. PG800 Asphalt Emulsion Roof Coating FL10291 SURF-7. Polyplus 60 Premium Non-Fibered Aluminum Roof Coating Polyplus 65 Premium Fibered Aluminum Roof Coating FL10291 SURF-8. FL10291 SURF-9. Polybrite 70 Premium Grade Elastomeric Roof Coating FL10291 5URF-10. I Polybrite 70QS (Quick Set) Premium Grade Elastomeric Roof. Coating FL10291 SURF41. Polybrite 71 HS FL10291 SURF-12. Polybrite 90 High Solids Silicone Hoof Coating FL10291 SDR _13. Polybrite 95 N11COne Roof Coating FL10291 SURF-14. KM Acryl 15 FL27409 SURF 15. KM Acryl 15 QS FL27409 SURF-16. KM Acryl 25 FL27409 SURF-17. KM Acryl 25 CIS - FL27409 SURF-18. KM Acry140 HS FL27409 SURF-19. KM Acryl 85 FL27409 SURF-20_ KM PS#250 FL27409 SURF-21. KM. PS#220 FL27409 18.. "MDP-' = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609 for determination of design wind loads. NEMO ETC, LLC Evaluation Report P9290.02.03-R21 for FL1654-R23. Certificate of Authorization #32455 - 6TM EDITION (2017) FBC NON-HVHZ EVALUATION Revision 21: 10/08/2028 Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (9541233-1330 Appendix 1, Page 4 of.65 ONEM01jetc. .... RC R- .:. . s•.s System Deck(Note1) Primer .Roof Cover (Note S51 Joint Treatment ,-Base Ply Ply Cap Ply ; No; W-170 Min.15/32- None None SBS-SA (Optional) SBS-SA, SBS- SBS-SA, APP-SA, SBS- inch plywood TA, APP-TA TA, APP-TA -90.0 W-171 Min. 15/32- inch plywood (Optional) PG100 None Polyflex SA Base (Optional)APP-TA APP-TA -90.0 W-172 Min.15/32- pG100 None SBS-SA (Optional) SBS-SA. 585- SBS-SA, APP-SA, SBS- Inch plywood TA, APP-TA TA, APP-TA -97.5 W-173 Min. 15/32- (Optional)PG300 Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus, rolled into Elastoflex SA V Base or (Optional) SBS-SA, SBS- (P ) 585-$A,APP-5A,$B$- inchplywaod place to create continuous band. Elas[pflex SAVFR]BaseTA, APP-TA 'TA, APP-TA -97.5Min. W-174 15/32- POLYBRITE745 None SBS-SA APe21) SB53A, SBS- SBS-SA, APP-SA, SBS- InchPlywood TA, TA, APP-TA TAAPP-TA -105.0 W-175 Min. 15132- (Optional) PG300 Plyood joints are covered with 44nch wide strips of Elastoflex SAV Plus, rolled into Elastoflex SA V Pl(Optionall SBS-SA, 585- SBS-SA, APP-SA, SBS- mchplyood place to create continuous bond. Elastofex SA V plTA, APP-TA TA, APP-TA-135.0 176 Min. 15/32-Plywood (Optional) PG300 joints are covered with 4-inch wide strips of Elastoflex SA V Plus, rolled intoW inch I wood p y place to create continuous bond. Polyflex SA Base(Optional)APP-TA. APP-TA -135.0 NEW ETC, LLC Evaluation Report P9290.02.08-R21 for FL1654-R23 Certificate of Authorization 032455 Eta EDITION (2017) FBC NON-HVHZ 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.