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Home My WebLink AboutPRODUCT APPROVALFloridaBuildingtE of 2 SCANNED I Business`&Professional Regulatio` y� P$G@l 2�.c rDIrR HDYIraIYVrOlVgI 00PRDIYIfIDM]��CDYIaROIrR byii"r a ^;I •I' Product Approval 14U tct� USER: Public User d uiA.u.. Protluc[ ponmval Man,, > e,DtluU er peellatlen SearcM1 > peoliraaon List > pDDllratlan DotDll FL # Application Type Code Version Application ILE Com tr ii/�7 CO Archlved Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida Ucense Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence FL10674-1113 Revision 2017 V V �L� 16 l�� • � Owens Corning One Owens Corning Parkway Toledo, OH 43659 (740)404-7829 greg.keeler@owenscorning.com Greg Keeler greg.keeler@owenscoming.com Mel Sancrant 1 Owens Corning PKWY Toledo, OH 43659 (419) 376-8360 mel.sancrant@owenscomlg.com Roofing Asphalt Shingles RECEIVED JUL 2 6 2019 ST,.Lucle County, Permitting Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Robert J.M. Nleminen PE-59166 UL LLC 05/16/2020 John W. Knezevich, PE Wj Validation Checklist - Hardcopy Received FL10674 R13 COT 2017 01 COI Nleminen ndf Referenced Standard and Year (of Standard) Standard ASTM D3161 ASTM D3462 ASTM D7158 Equivalence of Product Standards Certified By Sections from the Code year 2016 2010 2011 https://floridabuilding.org/pr/pr_app_dtl.aspx?param=vGEVXQwtDgtBNbEY5 V %2boQT... 2/1/2018 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 10/10/2017 Date Validated 10/11/2017 Date Pending FBC Approval 10/15/2017 Date Approved 12/12/2017 Summary of Products FL # Model, Number or Name Description 10674.1 Owens Coming Asphalt Roofing 3-tab, 4-tab, 5-tab, laminated, starter and hip & ridge Shingles and Starters shingles Limits of Use Installation Instructions Approved for use In HVHZ: No FL10674 R13 11 2017 10 FINAL ER OC ASPHALT SHINGLES FL10674-R73.Ddf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Robert J. M. Nleminen PE - 59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER, Section S. Evaluation Reports FL10674 R13 AE 2017 10 FINAL ER OC ASPHALT SHINGLES FL10674-R13.ndf Created by Independent Third Party: Yes oarx Neal contact Ub:: 2601 Blair Shop Need. Tallahassee F. 32399 Phone: 850187-1824 Tee State of nodda S an ANMO employer. Camrloht 20D7-2013 9bte of Findda.:: Pdvacv SMement :: AccessibaIW StalemnnL: Neemd Statement Under nodda bw, email addresses are public records. If you do not want your e-mall address relealed in msDo. to a public -records request. do not send electronic mall to thk antfty. Instead, contact the office by phone or by traditional mall. IrWu have any pumUom, please contact 050.487./395. *Pursuant to section 455.275(1), nodda Statures, eaedlre Octabe,1, 2012, leemems ocomed under chapter 455, F.S. must provide the Department with an email address It they have one. The emetic provided maybe used far official communication with the Ikemce. HowNed email addrmsac are public record. If you do not wish to supply a pereaml address, please provide the Department with an email address which can be made avallable th the public To determine if you are a licensee under chapter 455, F.S., please click hot;. Product Approval Accepts: F an M �- M Credit Card Safe httns://floridabuilding.ore/nr/nr ann dfl.asux?Daram=wGEVXOwtDotBNbEY5V%2boOT... 2/7/2018 Florida Building Code Onlintj Page 1 of 2 Professional Regulafionth � � � " V �Uk� Its �� rAi T .mil S r `YJ.i'�'.T`+'�Y�.Sv1V r oBVM I:o a �I.OWroeM o9oq olvia�o:lr� coNIRCPoePe dFlorida ,") � Produce Approval ?vr a .v x USER:Pvbit User PmAnct Mvmm: firm a P,M rtt Or A0011VOOD SramM1 a pnmtraxnn: lSt> pppaPetlan 0etna FL # F1-1654-1123 Application Type Revision Code Version 2017 Application Status Approved Comments Archived ❑ Product Manufacturer POLYGLASS USA Address/Phone/Email 1111 W. Newport Center Drive Deerfield Beach, FL 33442 (954) 233-1330 Ext 242 malpert@polyglass.com �L �- II LoE)U, I `q —&s-9 JUL 2 6 2019 ST.Ilude Authorized Signature Maury Alpert FILE maury Alp olyglass.co Technical Representative � Maury Alpert Address/Phone/Small 1111 W. Newport Center Drive Deerfield Beach, FL 33442 (912)429-8610 MAlpert@polyglass.cam Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida Ucense Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Roofing Modified Bitumen Roof System Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer ❑ Evaluation Report - Hardcopy Received Robert Nieminen PE-59166 UL LLC 09/13/2021 John W. Knezevich, PE Vi Validation Checklist - Hardcopy Received FL1654 R23 COI 2018 01 COI NIEMINEN odF Standard Year ASTM D6162 2008 ASTM D6163 2008 ASTM D6164 2011 ASTM D6222 2011 ASTM D6509 2009 FM 4470 2012 FM 4474 2011 UL 1897 2012 htto://www.floridabuilding.org/Dr/nr ann dd.asnx?oaram=wGEVXOwtDavaau2wB/o2bnF... 3/25/2019 Florida Building Code Onlinc- - Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/08/2018 Date Validated 10/13/2018 Date Pending FBC Approval 10/21/2018 Date Approved 12/11/2018 Summary of Products I FIL 7f Model, Number or Name Description 1654.1 PDlyglass SBS and APP Modified Bitumen Roof SBS and APP modified bitumen roof systems Systems Limits of Use Installation Instructions 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. FL1654 R23 II 2018 10 FINAL Al ER POLYGLASS MODBIT FL1654- R23.gdf Verified By: Robert Nleminen PE-59166 Created by Independent Third Party: Yes Evaluation Reports FL1654 R23 AE 2018 10 FINAL FR POLYCI ASS MODBIT FL1654 1123.0d Created by Independent Third Party: Yes T.—.ckj fhasl Cantatt Vs:: 2601 mab some Road. Tallahassee 32399 phone: asose7-11124 The State of RRHda Is an AVEEO employer. Ceenshilm 2007-201 State of Florida ;; pMeev S"na mt e; Amessibalty statement;; Refund Simment Under Florida law, email addresses are pubic rownds. V you do not want your e-man address released in response th a public-femtds request, do has send elachanlc .an to this entry. Named, contact the We. by phone or by hadltlonal mall, uyad Imve my questions, please Contact 950,487.1395, `Pursuant to Seteon 455.275 (1), Florida Statutes, efloWn October 3, 2012, Jammes hoomed man, Chapter 455, F.S. must movlde the Dep arnmt with an email address If they have one. Toe emalls provided may be used for areal communtme on with the Ikons¢¢. However email addmses am public remsJ. If you do not wish to supply a personal address, Please provide the Department with an email address which an be made available tq the public To determine If,ym am a 0censee under chapter 455, F.S., please dlck ProductApproval Aomptas ME 99 ® PER M Credit Card Safe http://www.floridabuildiniz.org/Dr/ter ante dtl.asnx?naram=wGEVXOwtDavaau2w%2bnF... 3/25/2019 ONEMOjetc. APPENDIX TABLE 1: ATTACHMENT REQUIREMENTS FOR WIND DECK UpuffREsisrANCE APPLICATION TYPE DESCRIPTION PAGE 1A Wood New or Reroof (Tea r-Off) A-1 Bonded Insulation, Bonded Roof Cover 5 1B Wood New or Reroof (Tea r-Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 5-9 IC Wood New, Reroof (Tear -Oft) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 10-11 SD Wood New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 12 1E Wood New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 12-14 SF 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 -I nsulated, Mech. Attached Base Sheet(nalls), Bonded Roof Cover 18-21 IH Wood New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet (screws & plates), Bonded Roof Cover 21-25 11 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 2B Steel or Structural concrete New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded 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 -Oft) A-1 Bonded Insulation, Bonded Roof Cover 38-46 3B 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 4B 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 SA Cementitlous wood fiber New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 54 5B Cementitlous wood fiber New, Reroof (Tea r-Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 55 5C Cementitlous wood fiber New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 56 SO Cementitlous wood fiber New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 56 SE Cementtious wood fiber New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 56 6A Existing gypsum Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 57-59 68 Extstinggypsum Reroof (Tear -Off) or Recover - A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 59 6C Existing gypsum Reroof (Tear-OfQ or Recover C Mech. Attached Insulation, Bonded Roof Cover 60 6D Existing gypsum Reroof (Tear-OfQ or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 60 7A Various Recover A-1 Bonded Insulation, Bonded Roof Cover 61-65' 7B Various Recover F Non -Insulated, Bonded Base Sheet, Bonded Roof Cover 65 The following notes apoly to the systems outlined herein: 1. The roof system evaluation 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 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: D Wood: Minimum 0.75-Inch penetration. ➢Steel: Minimum 0.75-Inch penetration and engage the top Flute of the steel deck. D 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-RI3 Certificate of Authorization 832455 6'" EDITION (2017) FBC NON-HVH2 EVALUATION Revision 21: 10/08/2018 Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Appendix 1, Page 1 of 65 NNEMO I etc. 3. Unless otherwise noted, insulation maybe anyone layer or combination of polyisocyanumte,polystyrene, wood fiberboard, periite,gypsum-based roof board or mineral -wool roof board that meets the CIA req uirements 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 mof 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 fasteners are 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. 5. 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/beads shall expand as noted in the manufacturer's published Instructions. ➢ Hot asphalt (HA): Full coverage at 25-30lbs/square. D Dow INSTA STIK Cluik Set Insulation Adhesive(D-15): Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c. D Millennium One Step Foamable Adhesive(M-OSFA): Continuous 0.25 to 0.5-Inch wide ribbons, 12-Inch o.c. ➢ Millennium PG-1 Pump Grade Adhesive (M-PG3): Continuous 0.25 to 0.5-Inch wide ribbons, 12-Inch o.c D OMG OlyBond S00(OB500): Contlnuous0.75to1-inch wide ribbons, 12-inch o.c.(PaceCartor5pot5hot).Note. 01yBond6reen maybe used where O1yBond500 is referenced. D OlyBond Classic (08 Classic): Full coverage at 1 gal/square. D ICP Adhesive& Sealants Polyset CR-20: Continuous 25-3.54nch wide ribbons, 12-Inch o.c. ➢ Note. When multiple layers(s) of Insulation and/or coverboard are Installed In ribbon-appfied adhesive, board joints shall be staggered. D Note: The maximum edge distance from the adhesive ribbon to the edge of the insulation board sholf be not less than one-half the specified ribbons spacing. 7. Unless otherwise noted, all insulations are Bat -stock or taper board of the minimum thickness noted. Tapered polyisocyanumte at the following thickness limitations maybe substituted with the following Maximum Design Pressure (MOP) limitations. In no case shall these values be used to Increase' the MDP listings in the tables; rather If MDP listing 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): MDP -157.5 psf (Min. 0.5-Inch thick) ➢ Millennium PG-1 Pump Grade Adhesive (M-PGI): MDP -157.5 psr (Min. 05-Inch thick) D OMG OlyBond 500(OB500): MDP -45.0 psi (Min. 05-Inch thick Multi -Max FA-3) ➢ OMG OlyBond 500(OB500): MDP -287.5 psf (Min. 0.5-Inch thick ISO 95+GL) D OMG OlyBond 500 (O6500): MDP -315.0 psf (Min. OS -Inch thick ENRGY 3) D OMG OlyBond 500 (OB500): MDP -487.5 psf (Min. OS -Inch thick ACFoam II) D ICP Adhesives& Sealants Polyset CR-20: MDP -117.5 psf (Min. 1.04nch thick) 8. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft. 9. Far 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 WD1, 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 2/3 enhancements. 10. For fully banded assemblies, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined In accordance with FBC Chapter 16, and no rational analysis is permitted. 21. 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 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, ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124. 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 032455 67" EDJTION (2017) FBC NON.HVHZ EVALUATION Revision 22: 10/08/2018 Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Appendix 1, Page 2 of 65 ONEMO I 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 testing over 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 nntnd —fp, r,. the hnndpd hacp my ar ran chpat nnnliratinnc , PoLYGLAss F COVERS REFERENCE LAYER MATERIAL APPLICATION BP -AA Base Ply One or more plies Polyglass G2 Base, FBC Approved ASTM D4601,Type ll Hot Asphalt at 20-40 (Base and Ply sheets, Ply One or more plies Polyglass Ply IV, PoIyglass Ply VI, FBC Approved ASTM D2178, Type IV or VI Ibs/square Asphalt -Applied) Note: Asphalt-applledsheets or insulation shall not be applied topoly-lim surfacedmembmmes. Base Ply One ply Elastobase(sand/sand), Elastoflex V, Elastoflex S6, ElastoflexS6 Type 11, PoIyglass HT Base 650 PG350 at 1.5-2.0 SBS-CAI Elastoflex VG, Elastoflex VG FR, Elastoflex 56, Elastoflex S6 Type 11, Elastoflex 56 G, Elastaflex 56 G FR, Elastoshield TS-G, Elastoshield Cap Ply TS-G FR, Polyrresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed) gal/square Base Ply One ply Elastobase sand/sand), Elastoflex V, Elastoflex S6, Elastoflex S6Type ll polyplus 35 at 1.5-2.0 SBS-CA2 Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex S6 Type 11, Elastoflex 56 G, Elastoflex 56 G FR, Elastoshield TS-G, Elastoshield Cap Ply TS-G FR, Polyfiresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed) gal/square One or more plies Elastobase(sand/sand or poly/sand), Elastobase P(sand/sand or poly/sand), ElastaflexV, Elastoflex 55, Elastoflex SBS-AA Base Ply or Ply S6 Type II, Pol glass HT Base 650 HotAsphaltat 20.40 (585, Asphalt -Applied) Cap Ply Elastoflex V, Elastoflex VG, Elastoflex VG FR,ElastoflexS6, Elastoflex S5 Type 11, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshleld TS-G, IbsJsquare uare Elastoshield TS-G FR, Polyfresko G SBS (sand -backed), Polyfresko 65B5 FR (sand -backed) " Note: Asphalt-appliedsheets or Insulation shallnot beapplied to poly -film surfaced membranes. or more plies Elastobase (sand/poly), Elastobase (poly/poly), Elastaflex V, Elastoflex 56, Elastoflex S6 Type II, PoIyglass HT Base SBS-TA Base Ply or Ply 6One 50 (SBS, Torch -Applied) Elastoflex V, Elastoflex VG, Elastoflex VG FR, ElastoflexS6, Elastoflex 56 Type 11, Elastoflex 56 G, Elastoflex S6 G FR, Elastoshield TS- Torch -Applied Cap Ply G, Elastoshield TS-G FR resko G 58S (poly -film backed), Pol resko G SBS FR (poly -film backed Base PI One or more plie Elastoflex SA V Base, lastoflex SA V FR Base, Elastoflex SA V Plus, Elastoflex SA V Plus FR SBS-SA Cap Ply Elastoflex SA P, Elas—tofli P FR, PoI reflect Self-Adhering (SBS, Self -Adhering) Note: Unless otherwise noted, permissible membrane substratesf"SBS-SA are limited to the SBS-SA Base Ply options hereln, Elastobose(poJy/sand) orElastobose (poly/poly). APP-CAl Cap Ply POW"G FR PG350 at 1.5-2.0 gal/square APP-TA Base Ply or Ply One or more PoIyglass APP Base, Polyflex, Po bond Torch -Applied (APP. Torch -Applied) Cap Ply Polyfle polyflex G Polyflex G FR, Pal bond, Polybond G, Polyfiresko G, Polyfiresko G FR Cap Ply Polyflex SA P, Polyflex SA P FR, Polyfiresko G SA, PoI kool APP SA (APP, Self -Adhering) Note: Unless otherwise noted, Permissible membrane substmtesforAPP-SA are limited to the SBS-SA Base Ply options herein, Self -Adhering Etas tobase (poly/sand) or Elastobase (poly/poly). NEMO ETC, LLC Evaluation Report P9290.02.08-R21 for FL1654-RZ3 Certificate of Authorization 932455 6M EDITION (2017) FBC NON-HVHZ EVALUATION Revision 21: 10/08/2018 Prepared by: Robert Nieminen, PE-59166 PoIyglass Modified Bitumen Roof Systems; (954) 233-1330 Appendix 1, Page 3 of 65 NNEMO I etc. 26. Vapor barrier options for use over structural concrete deck followed by adhered Insulation carry the following Maximum Design Pressure (MDP) limitations. The lesser of the MOP listings below vs. those In Table 3A applies: OPTION # PRIMER VAPOR BARRIER OPTIONS; STRUCTURALCONCRETE�DECH; ADHERED VAPORBARRIER I NSUI.ATION PER TAeLE 3A INSUlA71ON ADHESIVE MOP (PSF) TYPE ATTACH VB-1. PG100 Elastoflex SA V Plus Self -Adhering Inta-Stik or CR-20, 12-inch D.C. -60.0 VB-2. PG300 Polyglass APP Base Torch -applied Inta-SLIk or CR-20,12-inch D.C. -75.0 VB-3. PG300 Elastoflex SAP Self -Adhering Insta-SLIk, 12-inch D.C. -75.0 VB-4. PG300 Elastoflex SAP Self -Adhering Millennium One Step Foamable Adhesive,12-Inch D.C. -157.5 VB-5. PG300 Elastoflex SAP Self -Adhering CR-20, 12-Inch D.C. -270.0 VB-6. PG300 Elastoflex SA V Base, Elastoflex SA V FR Base, Elastoflex SA V Plus, Elastoflex SA V Plus FR Self -Adhering Millennium One Step Foamable Adhesive, Millennium PG-1 Pump Grade Adhesive, OlyBond 500 or CR-20, 12-Inch D.C. 2900 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. OPTIONSSURFACING Option Surfacing Florida Product Approval SURF-1. PG300 Fibered Roof Coating FL10291 SURF-2. P6600 Non-Fibered Aluminum Roof Coating FL10291 SURF-3. PG650 Fibered Aluminum Roof Coating FL10291 SURF-4. PG700 High Quality Elastomeric Roof Coating FL10291 SURFS. PG700OS(Quick Set) High Quality Elastomeric Roof Coating FL10291 5URF-6. PGBOO Asphalt Emulsion Roof Coating FL10291 SURF-7. Polplus 60 Premium Non-Fibered Aluminum Roof Coating FL10291 SURFS. Polyplus 65 Premium Fibered Aluminum Roof Coating FLSG291 SURF9. Polybdte 70 Premium Grade Elastomeric Roof Coating FL10291 SURF-10. Pol brite 70QS (Quick Set) Premium Grade Elastomeric Roof Coating FL10291 SURF-11. Polybrite 71 HS FL20291 SURF-12. Pol brite 90 High Solids Silicone RoofCoating FL30291 SURF13. Pol brlte 95 Silicone Roof Coating FL10291 SURF-14. KM AcrVf15 FL27409 SURF-15. KM Acryl 15 QS FL27409 SURF-16. KM Acryl 25 FL27409 SURF-17. KM Acryl 25 CIS FL27409 SURF-18. KM Acryl 40 HS FL27409 SURF-19. KM Acryl 85 FL27409 SURF20. KM PS#250 FL27409 SURF-21. KM PS#220 FL27409 28. '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 1)9290.02.08-R21 for FL3654-RZ3 Certlfiate of Authorization #32455 6- EDITION (2017) FBC NON-HVHZ EVALUATION Revision 21: 10/08/2018 Prepared by: Robert Nleminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Appendix 1, Page 4 of 65 NNEMOletc. x.s s CONSTRUCTION •.. (TEAR -OFF) SYSTEM TYPE F: s BONDED ROOF System tied (Note 1) Pdmer Roof Cover (Note 1S) MOP (psf) Joint Treatment Base Ply Ply Cap Ply No. W170 Min. 15/32- None None SBS-SA (Optional)SBS-SA, SBS- 5BS-SA, APP-SA,- A0.0 inch plywood TA, APP-TA TA, APP-TA W-171 Min. 15/32- (Optional) PG100 None Polyflex SA Base (Optional)APP-TA APP-TA -90.0 Inch plywood W-172 Min. 15/32- PG1OO None 585-SA (Optional)SBS-SA, SBS- SBS-SA, APP-SA, 505- -97.5 Inch plywood TA, APP-TA TA, APP-TA Min. 15/32- Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus, railed into Elastoflex SA Base or (Optional)SBS-SA, SBS- SBS-SA, APP-SA, SBS• W-373 inch plywood (Optional)PG100 place to create continuous bond. Elastoflex SA V FR Base TA, APP-TA TA, APP-TA -97.5 W-174 Min. 15/32- POLYBRITE 745 None SB5-SA (Optional)SBS-SA, SBS- SBS-SA,APP-SA,SBS- -105.0 Inch plywood TA, APP-TA TA, APP-TA Min. IS/32- Plywood joints are covered with 4-Inch wide strips of Elastoflex SAV Plus, rolled Into Elastoflex SA Plus or (Optional)SBS-SA, SBS- SBS-SA,APP-SA,5BS- W-175 inch plywood (Optional)PGI00 place to create continuous bond. Elastoflex SA V Plus FR TA, APP-TA TA, APP-TA -135.0 W-176 Min (Optional)PGI00 d joints are coveredwith4-Inchwide strips of ElastoflexSA V Plus, rolled into Plywood Polyflex SA Base (Optional)APP-TA APP-TA -135.0 plywood create continuous NEMO ETC, LLC Evaluation Report P9290.02.08-R21 for FL1654-R23 Certificate of Authorization d32455 6- EDITION (2017) FBC NON-HVH2 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