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HomeMy WebLinkAboutProduct Approval , Modified bituman Florida Building Code Online Page 1 of 2 BCIS Home ; Log In User Registration Ho[Topics i Submit Surcharge j S[a[s&Facts Publications C B I dbpr C®DE COMPLIANCE _; Product Approval pHI � USER:Publlc User STo L 6 E COUNTY Product Approval Menu>Product or Aoolication Search>Aoolication List>Application Detail FL# FL2533-R25 Application Type Revision Code Version 2020 Application.Status Approved Comments Archived lr Product Manufacturer CertainTeed,LLC(Roofing) Address/Phone/Email 20 Moores Road Malvern,PA 19355 (610)893-5400 mark.d.hamer@saint-gobain.com Authorized Signature Mark Hamer mark.d.hamer@saint-gobain.com Technical Representative Mark D.Hamer Address/Phone/Email 18 Moores Road Malvern,PA 19355 (610)651-5847 Mark.D.Hamer@saint-gobain.com Quality Assurance Representative Address/Phone/Email Category Roofing- Subcategory Modified Bitumen Roof System Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 01 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 09/15/2023 Validated By John W.Knezevich,PE ti Validation Checklist-Hardcopy Received Certificate of Independence FL2533 R25 COI 2021 01 COI Et[NEN.odf Referenced Standard and Year(of Standard) Standard Year ASTM D1970 2015 ASTM D2178 2015 ASTM D4601 2012 ASTM D4897 2009 ASTM D6163 2015 ASTM D6164 2011 ASTM D6222 2011 ASTM D6509 2015 ASTM G155 2013 FM 4470 2016 FM 4474 2011 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvweIwRFXRv.... 8/11/2021 Florida Building Code Online Page 2 of 2 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/16/2021 Date Validated' 04/18/2021 Date Pending FBC Approval 04/23/2021 Date Approved 06/08/2021 Date Revised 07/23/2021 Summary of Products FL# Model,Number or Name Description 2533.1 Flintlastic Modified Bitumen Modified Bitumen Roof Systems Roof Systems for use in FBC non-HVHZ jurisdictions Limits of Use Installation Instructions Approved for use in HVHZ:No FL2533 R25 II 2021'04 16 FINAL Al ER CERTAINTEED MODBIT FL2533- Approved for use outside HVHZ:Yes R25.odf Impact Resistant:N/A Verified By: Robert Nieminen,PE PE-59166 Design Pressure:+N/A/-635 Created by Independent Third Party:Yes Other:1.)Refer to ER Section 5 for Limits Evaluation Reports of Use.2.)The design pressure noted in this FL2533 R25 AE 2021 04 16 FINAL ER CERTAINTEED MODBIT FL2533- application relates to one specific system. R25.Ddf Refer to the ER Appendix for all systems and Created by Independent Third Party:Yes max design pressures. 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M Credit Card Safe I https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvweI'wRFXRv... 8/11/2021 ONEM01letc. TABLE DECK APPLICATION TYPE - - DESCRIPTION ;^ ., PAGE 1A Wood New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 5 1B Woad New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 6-8 1C Wood New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 8 1D Wood New,Reroof(Tear-off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 9-10 1E Wood New,Reroof(Tear-Off)or Recover D Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 11-13 1F-1 Wood New,Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover .13-16 1F-2 Wood New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 16-18 1G Wood New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 16 2A Steel or Structural concrete New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 19-21 2B Steel or Structural concrete New,Remof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 22-26 2C Steel or Structural concrete New,Reroof(Tear-Off)or Recover D Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 27-29 3A Structural concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 30-39 3B Structural concrete New or Reroof(Tear-Off) A-3 Bonded Temp Roof/Vapor Barrier,Bonded Insulation,Bonded Roof Cover 40 3C Structural concrete New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 40 4A LWIC/steel New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 41-42 4B LWIC/structural concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 43-46 4C LWIC/structural concrete New,Reroof(Tear-Off) A-1 Bonded Vapor Barrier,Bonded Insulation,Bonded Roof Cover 47-48 4D LWIC/steel New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 49-51 4E LWIC/steel or struct.conc. New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 52-57 4F LWIC/steel Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 57 4G LWIC/steel Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 58 SA Cementitious wood fiber New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 59 SB Cementitious wood fiber New or Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 60 5C Cementitious wood fiber Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 1 61 SD Cementitious wood fiber New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 61 6A Existinggypsum Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover - 1 62-64 6B - Existing gypsum Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 64-65 6C Existing gypsum Reroof(Tear-Off) C Mech.Attached Insulation,Bonded Roof Cover 65 6D Existing gypsum Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 66 7A Various Recover A-1 Bonded Insulation,Bonded Roof Cover 67-74 7B Various Recover F Non-Insulated,Bonded Roof Cover 74 NEMO ETC,LLC Evaluation Report 3520.03.04-R26 for FL2533-R25 Certificate of Authorization.#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION Revision 26:04/16/2021 02019 NEMO ETC,LLC CertainTeed Flintlastic'Modified Bitumen Roof Systems;(610)893-5400 Appendix 1,Page 1 of 74 l OMEMO etc. The following notes apply 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. 2. Unless otherwise noted,fasteners and stress plates for insulation attachment shall be as follows.Fasteners shall be of sufficient length for the following engagements: > Wood Deck: OMG#14 Roofgrip with Flat Bottom Plate(Accutrac),OMG HD with OMG 3 In.Galvalume Steel Plate,Dekfast#14 with Hex Plate or 3"Round Insulation Plate,Trufast HD with Trufast 3" Metal Insulation Plates or FlintFast#14 Fastener with FlintFast 3"Insulation Plates.Minimum 0.75-inch plywood penetration or minimum 1-inch wood plank embedment. Steel Deck: OMG#12 or#14 Roofgrip with Recessed or Flat Bottom Plate(Accutrac),OMG#12 Standard or HD with OMG 3 in.Galvalume Steel Plate,Dekfast#12 or#14 with Hex Plate or 3"Round Insulation Plate;Trufast DP or HD with Trufast 3"Metal Insulation Plates or FlintFast#12 or#14 Fastener with FlintFast 3"Insulation Plates. Minimum 0.75-inch steel penetration and engage the top flute of the steel deck. > Structural Concrete: OMG#14 Roofgrip with Recessed or Flat Bottom Plate(Accutmc),OMG HD or CD-10 with OMG 3 in.Galvalume Steel Plate,Dekfast#14 or DekSpike with Hex Plate or 3"Round Insulation Plate,Trufast HD or CF with Trufast 3"Metal Insulation Plates or FlintFast#14 Fastener with FlintFast 3"Insulation Plates. Minimum 1-inch embedment.Fasteners installed with a,pilot hole in accordance with the fastener manufacturers published installation instructions. 3. Unless otherwise noted,insulation may be any one layer or combination of FBC Approved(Local or Statewide)board(s)that meet FBC 1505 and,for foam plastic,FBC Chapter 26,when installed with the roof cover. 4. Minimum 200 psi,minimum 2-inch thick FBC Approved lightweight insulating concrete may be substituted for rigid insulation board for System Types B,C or D,whereby fasteners are installed through the lightweight insulating concrete to engage the structural deck.The structural deck shall be of equal or greater type,thickness and strength to the steel and structural concrete deck listings.Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction.This is a wind uplift resistance allowance and does not purport to address non-wind-uplift-related issues,such as deck venting or moisture levels within the LWIC and the potential effect on overlying components. 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(February 2020). 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 25-30 Ibs/square > Ashland,Inc."Pliodeck Insulation Adhesive"(A-PD): Continuous 0.75 inch wide ribbons,12-inch o.c.Ribbons of subsequent layers shall be perpendicular to those in the layer below. > Dupont"INSTA STIK Quik Set Commercial Roofing Adhesive"(D-IS): Continuous 0.75 to 1 inch wide ribbons,12-inch o.c. > ICP Adhesives and Sealants"Polyset BOARD-MAX": Continuous 3-inch ribbons,12-inch o.c. - > ICP Adhesives and Sealants"Polyset CR-20": Continuous 2.5 to 3-inch wide ribbons,12-inch o.c. > HB Fuller"Millennium One Step Foamable Adhesive"(M-CSFA): Continuous 0.25 to 0.5-inch wide ribbons,12-inch o.c. > HB Fuller"Millennium PG-1 Pump Grade Adhesive"(M-PG1): Continuous 0.5 to 0.75-inch wide ribbons,12-inch o.c. > OMG OlyBond 560 or OlyBond Green(OB500): Continuous 0.75-inch wide ribbons,12-inch o.c.(PaceCart,Spotshot or Canister) > Note.,When multiple loyers(s)of insulation and/or coverboard are installed in ribbon-applied adhesive,boards shall be staggered from layer-to-foyer. > 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 pOlyisocyanumte at the following thickness limitations maybe 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 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: > Ashland,Inc."Pliodeck Insulation Adhesive"(A-PD)@ 12-Inch o.c. MDP -105.0 psf (Min.1.0-inch) > Ashland,Inc."Pliodeck Insulation Adhesive"(A-PD)@ 6-inch o.c. MDP -277.5 psf (Min.1.0-inch) > Dupont"INSTA STIK Quik Set Commercial Roofing Adhesive"PIS): MDP -120.0 psf (Min.1.0-inch) > ICP Adhesives and Sealants"Polyset CR-20": MDP -117.5 psf (Min.1.0-inch) • HB Fuller"Millennium One Step Foamable Adhesive"(M-OSFA): MDP -157.5 psf (Min.1.0-inch) > HB Fuller"Millennium PG-1 Pump Grade Adhesive"(M-PG1): MDP -157.5 psf (Min.1.0-inch) > OMG OlyBond 500(OB500): MDP -45.0 psf (Min.0.5-inch Multi-Max FA3) > OMG OlyBond 500(08500): MDP -1875 psf (Min.0.5-inch ISO 95+GL) > OMG OlyBond 500(OB500): MDP -315.0 psf (Min.0.5-inch ENRGY 3) > OMG OlyBond 500(OB500): MDP 487.5 psf (Min.0.5-Inch ACFoam II) B. For adhered roof insulation and board-size:Unless otherwise noted,refer to Section 2.2.10.6.2 of FM Loss Prevention Data Sheet 1-29(February 2020). NEMO ETC,LLC Evaluation Report 3520.03.04-1126 for FL2533-R25 Certificate of Authorization#32455 70'EDITION(Z020)FBC NON-HVHZ EVALUATION Revision 26:04/16/2021 02019 NEMO ETC,LLC CertainTeed Flintlastic°Modred Bitumen Roof Systems;(610)893-5400 Appendix 1,Page 2 of 74 ONEMOjetc. 9. 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 W Dl,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(February 2020)for Zone 2/3 enhancements. 10. For assemblies with all components fully bonded,the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determinld in accordance with FBC Chapter 16. No rational analysis is permitted for these systems.. 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 analysts shall be in accordance with ANSI/SPRI FX-1 or Testing Application Standard TAS 105. 12. For bonded insulation or membrane over existing substrates in a re-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 shall be conducted on mock-ups of the proposed new roof assembly. 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 fielduplift testing.Field uplift testing shall be in accordance with ASTM E907,FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124 13. Refer to FBC 1521 for requirements and limitations regarding recover installations.For Structural Concrete Deck or Recover Applications using System Type D,their sulation is optional.Alternatively,an FBC Approved insulation board or coverboard may be used as a separation layer. Board products shall be preliminarily attached prior to roof cover installation(Note 5 herein). The separator component shall be documented as meeting FBC 1505 and,for foam plastic,FBC Chapter 26,when installed with the roof cover In Recover applications. 14. Lightweight insulating concrete(LWIC)shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWIC is referenced,refer to current LWIC Product Approval for specific deck construction and limitations.Unless otherwise noted,for systems where specific LWIC is not referenced,the minimum design mb shall be 300 psi.In all cases,the minimum top-coat thickness is 2-inches.For LWIC over structural concrete,reference is made to FBC Section 1917.4.1,Point 1.For"pre-existent"LWIC references,listings were established through testing over lightweight concrete cast using only foaming agent(ASTM C896),water and Portland cement(ASTM C150),with no proprietary additives,in accordance with procedures adopted by Miami-Dade BCCO(FBC CER1592). 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 applications. ft REFERENCE LAYER .MATERIAL I • ' - - �_ APPLICATION Base Ply: Flintlastic Base 20,Flintlastic Poly SMS Base,Flintlastic Ultra Poly SMS Base Note: Base ply cures overnight prior to application of the ply or cap ply. SBS-CA1 Ply: Flintlastic Base 20,Flintlastic Poly SMS Base,Flintlastic Ultra Poly SMS Base Adhesive Brush or Karnak No.81 Cold Process Modified Bitumen Adhe Brush Grade at 1 gal/square Cap Ply: Flintlastic FR Cap 30,Flintlastic FR Cap 30 CoolStar,Flintlastic FR-P,Flintlastic FR-P CoolStar,Flintlastic Premium FR-P,Flintlastic Premium FR-P CoolStar,Flintlastic GMS,.Flintlastic GMS CoolStar BP-CA2 Base Ply: Glasbase,All Weather/Empire Base,Flexiglas Base,Flintlastic Base 20 Base Ply: Flintlastic Base 20,Flintlastic Poly SMS Base,Flintlastic Ultra Poly SMS Base SBS-CA2 Ply: Flintlastic Base 20,Flintlastic Poly SMS Base,Flintlastic Ultra Poly SMS Base Henry#903 Ad esive at 1.5 gal/square. Cap Ply: Flintlastic FR Cap 30,Flintlastic FR Cap 30 CoolStar,Flintlastic FR-P,Flintlastic FR-P CoolStar,Flintlastic Premium FR-P,Flintlastic Premium FR-P CoolStar,Flintlastic GMS,Flintlastic GMS CoolStar BP-CA3 Base Ply: Glasbase,All Weather/Empire Base,Flexiglas Base,Flintlastic Base 20 Base Ply: Flintlastic Base 20,Flintlastic Poly SMS Base,Flintlastic Ultra Poly SMS Base ' ' Millennium Hurricane Force Membrane Adhesive,beads spaced SSS-CA3, Ply: Flintlastic Base 20,Flintlastic Poly SMS Base,Flintlastic Ultra Poly SMS Base 6-inch o.c. Cap Ply: Flintlastic FR Cap 30,Flintlastic FR Cap 30 CoolStar,Flintlastic FR•P,Flintlastic FR-P CoolStar,Flintlastic Premium FR-P,Flintlastic Premium FR-P CoolStar,Flintlastic GMS,Flintlastic GMS CoolStar NEMO ETC,LLC Evaluation Report 3520.03.04•1126 for FL2533-R25 Certificate of Authorization#32455 7P1 EDITION(2020)FBC NON-HVHZ EVALUATION Revision 26:04/16/2021 02019 NEMO ETC,LLC CertainTeed Flintlastic°Modified Bitumen Roof Systems;(610)893-5400 Appendix 1,Page 3 of 74 ONEMO etc. REFERENCE LAYER„ - MATERIAL APPLICATION BP-AA Base Ply: Glasbase,All Weather/Empire Base,Flexiglas Base,Flintlastic Base 20 hot asphalt at 20-40 lbs/square Ply: One or more Flintglas Ply 4,Flintglas Premium Ply 6 BP-AA2 Base Ply: Yosemite Venting Base hot asphalt in 24-inch diameter spots in 30-inch grid pattern SP-AA3 Base Ply: Yosemite Venting Base hot asphalt in 9-inch diameter spots in grid pattern noted herein. -BP-AA4 Base Ply: Yosemite Venting Base hot asphalt in 9-inch wide ribbons spaced as noted herein. Base Ply: Flintlastic Base 20,Flintlastic Poly SMS Base,Flintlastic Ultra Poly SMS Base SBS-AA Ply: One or more Flintlastic Base 20,Flintlastic Poly SMS Base,Flintlastic Ultra Poly SMS Base hot asphalt at 20-40 Ibs/square Cap Ply: Flintlastic FR Cap 30,Flintlastic FR Cap 30 CoolStar,Flintlastic FR-P,Flintlastic FR-P CoolStar,Flintlastic Premium FR-P,Flintlastic Premium FR-P CoolStar,Flintlastic GMS,Flintlastic GMS CoolStar Base Ply: Flintlastic Ultra Poly SMS Base,Flintlastic Base 20 T SBS TA Ply: One or more Flintlastic Ultra Poly SMS Base,Flintlastic Base 20 T torch-applied Cap Ply: Flintlastic FR Cap 30 T,Flintlastic FR Cap 30 T CoolStar Base Ply: One or more Flintlastic APP Base T,Flintlastic STA,Flintlastic STA Plus APP-TA Flintlastic STA,Flintlastic STA Plus,Flintlastic GTA,Flintlastic GTA CoolStar,Flintlastic GTA-FR,Flintlastic torch-applied Cap Ply' GTA-FR CoolStar LBSIA-H Base Ply: Black Diamond Base Sheet,Flintlastic Ultra Glass SA self-adhering(activated by overlying membrane) Base Ply: Flintlastic SA PlyBase,Flintlastic SA Mid Ply Ply: Flintlastic SA PlyBase,Flintlastic SA Mid Ply self-adhering Cap Ply: Flintlastic SA Cap,Flintlastic SA Cap FR CoolStar,Flintlastic SA Cap FR,Flintlastic SA Cap FR CoolStar 16. Vapor barrier options for use over structural concrete deck followed by adhesive-applied insulation carry the following Maximum Design Pressure(MDP)limitations.The lesser of the MDP listings below vs.those in Table 3A applies: OPTION VAPOR BARRIER MDP N PRIMER TYPE ATTACH INSULATION ADHESIVE (PSF) VB-1. FlintPrime Flintlastic SA PlyBase Self-adhering OB500,12-inch o.c. -92.5 VB-2. None All Weather/Empire Base Sheet;3-inch wide side laps and 6-inch wide end Millennium Hurricane Force M-0SFA or M-PG1,12-inch o.c. -92.5 laps are sealed with Millennium Hurricane Force Lap and Flashing Adhesive Membrane Adhesive,max.6-inch o.c. Flintlastic Ultra Poly SMS Base Sheet;3-Inch wide side laps and 6-inch wide end Millennium Hurricane Force VB-3. None laps are hot-air-welded,torch-welded or sealed with Millennium Hurricane Membrane Adhesive,max.6-inch o.c. M-0SFA or M-PG1,12-Inch o.c. -82.5 Force Lap and Flashing Adhesive VB-4. FlintPrime or FlintPrime SA j Black Diamond Base Sheet,Flintlastic Ultra Glass SA or Flintlastic SA Cap Self-adhering M-0SFA or M-PG1,12-inch o.c. -97.5 VB-5. FlintPrime or FlintPrime SA Black Diamond Base Sheet,Flintlastic Ultra Glass SA or Flintlastic SA Cap Self-adhering M-0SFA or M-PG1,6-inch o.c. -315.0 VB-5. FlintPrime Flintlastic GTA Torch-applied M-0SFA or M-PG1,12-inch o.c. -420.0 VB-7. FlintPrime Flintlastic Base 20 T or Flintlastic FR Cap 30 T Torch-applied M-0SFA or M-PG1,12-inch o.c. -495.0 17. "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 3520.03.04-R26 for F1.2533-1125 . Certificate of Authorization#32455 7^'EDITION(2020)FBC NON-HVHZ EVALUATION Revision 26:04/16/2021 02019 NEMO ETC,LLC CertainTeed Flintlastic'Modred Bitumen Roof Systems;(610)893-5400 Appendix 1,Page 4 of 74 OMEMO etc. TABLE;IF-11: WOODIDECKS NEW CONSTRUICTIoN PR RERQOF(TEAR-OFF.) SYS . :+ . .I RCIOFCQVER System Deck Base Sheet primer Roof Cover(Note 15), MDP No. (Note 1) °• Base Fasteners Attach Base Ply 'Cap Ply (Psf) APA rated,min.7/16 (Optional) CAT,0.418 in., 8-inch o.c.at min.3-inch lap and 8-inch FlintPrime Flintlastic SA W-60 Exposure 1, 24- Flintlastic SA NailBase Simplex MAXX Cap o.c.in three(3),equally spaced, at plates Mid Ply,self- SBS-SA -52.5 inch span staggered center rows adhering 8-inch o.c.at min.2-inch lap and 8-inch W-61 Min.19/32-inch Flintlastic SA NailBase 32 ga.,1-5/8-inch dia.tin caps with 11 o.c.in three(3),equally spaced, None (Optional) SBS-SA -60.0 . plywood;24-inch span ga.annular ring shank nails staggered center rows SBS-SA Min.15/32-inch 8-inch o.c.at min.3-inch lap and 8-inch FlintPrime (Optional) W-62 Flintlastic SA NailBase Simplex MAXX Cap o.c.in three(3),equally spaced, at plates SBS-SA 585-SA -67.5 plywood;24-inch span P staggered center rows Min.19/32-inch 32 ga.,1-5/8-inch dia.tin caps with 11 6-inch o.c.at min.2-inch lap and 6-inch (Optional) I W-63 plywood;24-inch span ga.annular ring shank nails SBS-SA Flintlastic SA NailBase o.c.in four(4),equally spaced, None SBS-SA -75.0 staggered center rows Cap nails: (optional) .1-inch diameter,0.032-inch 7-inch o.c.at min.4-inch laps and 7-inch W 64 Min. o 2-inch Flintlastic SA NailBase thick metal cap with 0.120"shank o.c.in five(5),equally spaced,staggered None SBS-SA SBS-SA -75.0 plywood;d;24-inch span diameter,annular ring shank nails center rows 4-inch o.c.at min.2-inch lap and 4-inch W-65 Min.plywood; 24-incnch Flintlastic SA NailBase 32 ga.,annular ring inch dia.tin caps with 11 o.c.in four(4),equally spaced, None (optional) SBS-SA 105.0 plywood;24-inch span ga.annular ring shank nails staggered center rows SBS SA HYBRID SYSTEMS:•., Min.19/32-inch Glasbase;Flexiglas;Flintlastic Base 32 ga.,1-5/8-inch dia.tin caps with 11 9-inch o.c.at 4-inch lap and 12-inch o.c. SBS-AA,SBS- W-66 g 20;All Weather/Empire Base;Poly a annular ring'shank nails in two(2),equally spaced,staggered None SBS-SA-H TA or APP-TA -45.0' plywood;24-inch span SMS Base;Ultra Poly SMS Base center rows Min.15/32-inch Glasbase;Flexiglas;Flintlastic Base Min.1-inch long,12 ga.Simplex Metal 6-inch o.c.at 3-inch lap and 6-inch o.c.in SBS-AA,SBS- W-67 20;All Weather/Empire Base;Poly Cap Nails four(4),equally spaced,staggered None SBS-SA-H TA or APP-TA 52.5 plywood;24-inch span SMS Base;Ultra Poly SMS Base center rows Glasbase;Flexiglas;Flintlastic Base 8-inch o.c.at 4-inch lap and 8-inch o.c.in Min.19/32-inch 32 ga.,1-5/8-inch dia.tin caps with 11 SBS-AA,SBS- W 68 plywood;24-inch span 20;Poly SMS Base;Ultra Poly SMS ga.annular ring shank nails three rows equally spaced,staggered None SBS-SA-H TA or APP-TA 52.5 Base center rows -- — -Glasbase;-Flexiglas;-Flintlastic Base—_ 8-inch o.c.at 4-inch lap and 8-inch o.c.in Min.19/32-inch 32 ga.,1=5/8=inch dia.-tin caps with-ll-- SBS-AA,-ses-- W-69 plywood;24-inch span 20;Poly SMS Base;Ultra Poly SMS ga.annular ring shank nails three(3),equally spaced,staggered None SBS-SA-H TA or APP-TA -60.0 Base center rows Glasbase;Flexiglas;Flintlastic Base 6-inch o.c.at 4-inch lap and 6-inch o.c.in Min.19/32-inch 32 ga.,1-5/8-inch dia.tin caps with 11 SBS-AA,SBS- W-70 plywood;24-inch span 20;Poly SMS Base;Ultra Poly SMS ga.annular ring shank nails four(4),equally spaced,staggered None SBS-SA-H TA or APP-TA -82.5 Base I center rows Min.19/32-inch Glasbase;Flexiglas;Flintlastic Base 4-inch o.c.at 3-inch lap and 4-inch o.c.in SBS- ,SBS- W-71 20,Poly SMS Base;Ultra Poly SMS 32 ga.,1-5/8-inch dia.tin caps with 11 four(4),equally spaced,staggered None SBS-SA-H 105.0 plywood;24-inch span ga.annular ring shank nails TA orrA APP TA Base center rows NEMO ETC,LLC Evaluation Report 3520.03.04-R26 for F1.2533-1325 Certificate of Authorization#32455 7T"EDITION(2020)FBC NON-HVH2 EVALUATION Revision 26:04/16/2021 ©2019 NEMO ETC,LLC CertainTeed Flintlastic®Modified Bitumen Roof Systems;(610)893-5400 Appendix 1,Page 14 of 74