HomeMy WebLinkAboutModified Bit Approval and Instructions9/25/19, 12(19 PMFlorida Building Code Online
Page 1 of 2https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqvweIwRFXRvHOHSbalV%2f8Et1HYYlgnB3kZ39gy77PqEQA%3d%3d
BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links Search
Product Approval
USER: Public User
Product Approval Menu > Product or Application Search > Application List > Application Detail
FL #FL2533-R23
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer CertainTeed Corporation-Roofing
Address/Phone/Email 20 Moores Road
Malvern, PA 19355
(610) 893-5400
mark.d.harner@saint-gobain.com
Authorized Signature Mark Harner
mark.d.harner@saint-gobain.com
Technical Representative Mark D. Harner
Address/Phone/Email 18 Moores Road
Malvern, PA 19355
(610) 651-5847
Mark.D.Harner@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
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed
the Evaluation Report
Robert Nieminen
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 03/09/2020
Validated By John W. Knezevich, PE
Validation Checklist - Hardcopy Received
Certificate of Independence FL2533_R23_COI_2019_01_COI_NIEMINEN.pdf
Referenced Standard and Year (of Standard)Standard Year
ASTM D6162 2008
ASTM D6163 2008
9/25/19, 12(19 PMFlorida Building Code Online
Page 2 of 2https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqvweIwRFXRvHOHSbalV%2f8Et1HYYlgnB3kZ39gy77PqEQA%3d%3d
ASTM D6164 2011
ASTM D6222 2011
ASTM D6509 2009
FM 4470 2012
FM 4474 2011
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 06/20/2019
Date Validated 06/20/2019
Date Pending FBC Approval 06/22/2019
Date Approved 08/13/2019
Summary of Products
FL #Model, Number or Name Description
2533.1 Flintlastic Modified Bitumen
Roof Systems
Modified Bitumen Roof Systems
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-635
Other: 1.) Refer to ER Section 5 for Limits of
Use. 2.) The design pressure noted in this
application relates to one specific system. Refer to
the ER Appendix for all systems and max design
pressures.
Installation Instructions
FL2533_R23_II_2019_06_FINAL_A1_ER_CERTAINTEED_MODBIT_FL2533-
R23.pdf
Verified By: Robert Nieminen, PE PE-59166
Created by Independent Third Party: Yes
Evaluation Reports
FL2533_R23_AE_2019_06_FINAL_ER_CERTAINTEED_MODBIT_FL2533-
R23.pdf
Created by Independent Third Party: Yes
Back Next
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida. :: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public-records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section
455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have
one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a
personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter
455, F.S., please click here .
Product Approval Accepts:
NEMO|etc. NEMO ETC, LLC Evaluation Report 3520.03.04-R24 for FL2533-R23 Certificate of Authorization #32455 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 24: 06/20/2019 Prepared by: Robert Nieminen, PE-59166 CertainTeed Flintlastic® Modified Bitumen Roof Systems; (610) 651-5847 Appendix 1, Page 1 of 67 APPENDIX 1: ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE TABLE DECK APPLICATION TYPE DESCRIPTION PAGE 1A Wood New or Reroof (Tear-Off) A-1 Bonded Insulation, Bonded Roof Cover 5 1B Wood 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 9 1D Wood New, Reroof (Tear-Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 10-11 1E Wood New, Reroof (Tear-Off) or Recover D Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 12-14 1F-1 Wood New, Reroof (Tear-Off) E Non-Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 15-17 1F-2 Wood New, Reroof (Tear-Off) or Recover E Non-Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 18-19 1G Wood New or Reroof (Tear-Off) F Non-Insulated, Bonded Roof Cover 19 2A Steel or Structural concrete New, Reroof (Tear-Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 20-22 2B Steel or Structural concrete New, Reroof (Tear-Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 23-27 2C Steel or Structural concrete New, Reroof (Tear-Off) or Recover D Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 28-30 3A Structural concrete New or Reroof (Tear-Off) A-1 Bonded Insulation, Bonded Roof Cover 31-38 3B Structural concrete New or Reroof (Tear-Off) A-3 Bonded Temp Roof/Vapor Barrier, Bonded Insulation, Bonded Roof Cover 38 3C Structural concrete New or Reroof (Tear-Off) F Non-Insulated, Bonded Roof Cover 39 4A Lightweight concrete New or Reroof (Tear-Off) A-1 Bonded Insulation, Bonded Roof Cover 40-43 4B Lightweight concrete New or Reroof (Tear-Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 44-46 4C Lightweight concrete New, Reroof (Tear-Off) E Non-Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 47-52 4D Lightweight concrete Reroof (Tear-Off) or Recover E Non-Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 52 5A Cementitious wood fiber New or Reroof (Tear-Off) A-1 Bonded Insulation, Bonded Roof Cover 53 5B Cementitious wood fiber New or Reroof (Tear-Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 54 5C Cementitious wood fiber New, Reroof (Tear-Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 55 5D Cementitious wood fiber New, Reroof (Tear-Off) E Non-Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 55 6A Existing gypsum Reroof (Tear-Off) A-1 Bonded Insulation, Bonded Roof Cover 56-58 6B Existing gypsum Reroof (Tear-Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 58-59 6C Existing gypsum Reroof (Tear-Off) C Mech. Attached Insulation, Bonded Roof Cover 59 6D Existing gypsum Reroof (Tear-Off) E Non-Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 60 7A Various Recover A-1 Bonded Insulation, Bonded Roof Cover 61-67 7B Various Recover F Non-Insulated, Bonded Roof Cover 67
NEMO|etc. NEMO ETC, LLC Evaluation Report 3520.03.04-R24 for FL2533-R23 Certificate of Authorization #32455 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 24: 06/20/2019 Prepared by: Robert Nieminen, PE-59166 CertainTeed Flintlastic® Modified Bitumen Roof Systems; (610) 651-5847 Appendix 1, Page 2 of 67 The following notes apply to the systems outlined herein: 1. The roof system evaluation herein pertains to above-deck roof components. Roof decks 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. Unless otherwise noted, fasteners and stress plates for insulation attachment shall be as follows. Fasteners shall be of sufficient length for the following engagements: ¾ Wood Deck: OMG #14 Roofgrip with Flat Bottom Plate (Accutrac), OMG HD with OMG 3 in. Galvalume Steel Plaƚe͕ DekfaƐƚ ηϭϰ ǁiƚh Hedž Plaƚe or ϯ͟ RoƵnd InƐƵlaƚion Plaƚe͕ Trufast HD with TrƵfaƐƚ ϯ͟ Metal Insulation Plates or FlinƚFaƐƚ ηϭϰ FaƐƚener ǁiƚh FlinƚFaƐƚ ϯ͟ InƐƵlaƚion PlaƚeƐ. Minimum 0.75-inch plywood penetration or minimum 1-inch wood plank embedment. ¾ 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 Plaƚe͕ DekfaƐƚ ηϭϮ or ηϭϰ ǁiƚh Hedž Plaƚe or ϯ͟ RoƵnd Insulation Plate, Trufast DP or HD with TrƵfaƐƚ ϯ͟ Meƚal InƐƵlaƚion PlaƚeƐ or FlinƚFaƐƚ ηϭϮ or ηϭϰ FaƐƚener ǁiƚh FlinƚFaƐƚ ϯ͟ InƐƵlaƚion PlaƚeƐ. Minimum 0.75-inch steel penetration and engage the top flute of the steel deck. ¾ Structural Concrete: OMG #14 Roofgrip with Recessed or Flat Bottom Plate (Accutrac), OMG HD or CD-10 with OMG 3 in. Galvalume Steel Plaƚe͕ DekfaƐƚ ηϭϰ or DekSpike ǁiƚh Hedž Plaƚe or ϯ͟ RoƵnd InƐƵlaƚion Plate, Trufast HD or CF with TrƵfaƐƚ ϯ͟ Meƚal InƐƵlaƚion PlaƚeƐ or FlinƚFaƐƚ ηϭϰ FaƐƚener ǁiƚh FlinƚFaƐƚ ϯ͟ InƐƵlaƚion PlaƚeƐ. Minimum 1-inch embedment. Fasteners installed with a pilot hole in accordance ǁiƚh ƚhe faƐƚener manƵfacƚƵrer͛Ɛ pƵbliƐhed inƐƚallaƚion instructions. 3. Unless otherwise noted, insulation may be any one layer or combination of polyisocyanurate, polystyrene, wood fiberboard, perlite, GlasRoc Roof Board or gypsum-based roof board that meets the QA 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 may be substituted for, or installed beneath rigid insulation board for System Type D (mechanically attached base sheet, bonded roof cover), whereby the base sheet screws and plates 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 manufacturer͛Ɛ pƵbliƐhed inƐƚrƵcƚionƐ͘ ¾ Hot asphalt (HA): Full coverage at 25-30 lbs/square ¾ Ashland Pliodeck (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. ¾ Dow INSTA-STIK Quik Set Insulation Adhesive (D-IS): Continuous 0.75 to 1 inch wide ribbons, 12-inch o.c. ¾ ICP Adhesives Polyset BOARD-MAX: Continuous 3-inch ribbons, 12-inch o.c. ¾ ICP Adhesives Polyset CR-20: Continuous 2.5 to 3-inch wide ribbons, 12-inch o.c. ¾ Millennium One Step Foamable Adhesive (M-OSFA): Continuous 0.25 to 0.5-inch wide ribbons, 12-inch o.c. ¾ Millennium PG-1 Pump Grade Adhesive (M-PG1): Continuous 0.5 to 0.75-inch wide ribbons, 12-inch o.c. ¾ OMG OlyBond 500 or OlyBond Green (OB500): Continuous 0.75-inch wide ribbons, 12-inch o.c. (PaceCart or SpotShot) ¾ Note: When multiple layers(s) of insulation and/or coverboard are installed in ribbon-applied adhesive, boards shall be staggered from layer-to-layer. ¾ 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 ƚheƐe ǀalƵeƐ be ƵƐed ƚo ͚increaƐe͛ ƚhe MDP liƐƚingƐ in ƚhe ƚableƐ͖ raƚher if MDP liƐƚing beloǁ meeƚƐ or edžceedƐ ƚhaƚ liƐƚed 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: ¾ Ashland Pliodeck (A-PD) @ 12-inch o.c. MDP -105.0 psf (Min. 1.0-inch) ¾ Ashland Pliodeck (A-PD) @ 6-inch o.c. MDP -277.5 psf (Min. 1.0-inch) ¾ Dow INSTA-STIK Quik Set Insulation Adhesive (D-IS): MDP -120.0 psf (Min. 1.0-inch) ¾ ICP Adhesives Polyset CR-20: MDP -117.5 psf (Min. 1.0-inch) ¾ Millennium One Step Foamable Adhesive (M-OSFA): MDP -157.5 psf (Min. 1.0-inch) ¾ Millennium PG-1 Pump Grade Adhesive (M-PG1): MDP -157.5 psf (Min. 1.0-inch) ¾ OMG OlyBond 500 (OB500): MDP -45.0 psf (Min. 0.5-inch Multi-Max FA3) ¾ OMG OlyBond 500 (OB500): MDP -187.5 psf (Min. 0.5-inch ISO 95+ GL) ¾ OMG OlyBond 500 (OB500): MDP -315.0 psf (Min. 0.5-inch ENRGY 3) ¾ OMG OlyBond 500 (OB500): MDP -487.5 psf (Min. 0.5-inch ACFoam II)
NEMO|etc. NEMO ETC, LLC Evaluation Report 3520.03.04-R24 for FL2533-R23 Certificate of Authorization #32455 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 24: 06/20/2019 Prepared by: Robert Nieminen, PE-59166 CertainTeed Flintlastic® Modified Bitumen Roof Systems; (610) 651-5847 Appendix 1, Page 3 of 67 8. 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 WD1, FM Loss Prevention Data Sheet 1-29 and Roofing Application Standard RAS 117. 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 assemblies with all components fully bonded in place, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16, 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 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 Concrete Deck or Recover Applications using System Type D, the insulation is optional. 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. 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 1͘ For ͞pre-edžiƐƚenƚ͟ LWC referenceƐ͕ liƐƚingƐ ǁere eƐƚabliƐhed ƚhroƵgh ƚeƐƚing oǀer 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). Unless otherwise noted, use of these listings in new construction or re-roof (tear-off) applications is at the discretion of the Designer of Record and Authority Having Jurisdiction. 15. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications. CERTAINTEED FLINTLASTIC® MODIFIED BITUMEN COMPONENTS & APPLICATION METHODS REFERENCE LAYER MATERIAL APPLICATION BP-AA (Base and Ply sheets, Asphalt-Applied) Base 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, Spot-Asphalt-Applied) Base Yosemite Venting Base Hot asphalt in 24-inch diameter spots in 30-inch grid pattern BP-AA3 (Base, Spot-Asphalt-Applied) Base Yosemite Venting Base Hot asphalt in 9-inch diameter spots in grid pattern noted herein. BP-AA4 (Base, Strip-Asphalt-Applied) Base Yosemite Venting Base Hot asphalt in 9-inch wide ribbons spaced as noted herein. BP-CA2 Base/Ply Glasbase; All Weather/Empire Base; Flexiglas Base; Flintlastic Base 20 Henry #903 Adhesive at 1.5 gal/square BP-CA3 Base/Ply Glasbase; All Weather/Empire Base; Flexiglas Base; Flintlastic Base 20 Millennium Hurricane Force Membrane Adhesive, beads spaced 6-inch o.c. SBS-AA (SBS, Asphalt-Applied) Base Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base Hot asphalt at 20-40 lbs/square Ply One or more Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base Cap Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar; Flintlastic FR Dual Cap; Flintlastic FR-P; Flintlastic FR-P CoolStar; Flintlastic Premium FR-P; Flintlastic Premium FR-P CoolStar; Flintlastic GMS; Flintlastic GMS CoolStar
NEMO|etc. NEMO ETC, LLC Evaluation Report 3520.03.04-R24 for FL2533-R23 Certificate of Authorization #32455 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 24: 06/20/2019 Prepared by: Robert Nieminen, PE-59166 CertainTeed Flintlastic® Modified Bitumen Roof Systems; (610) 651-5847 Appendix 1, Page 4 of 67 CERTAINTEED FLINTLASTIC® MODIFIED BITUMEN COMPONENTS & APPLICATION METHODS (CONTINUED) REFERENCE LAYER MATERIAL APPLICATION SBS-CA1 (SBS, Cold-Applied) Base Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base FlintBond Brush or Karnak No. 81 Cold Process Modified Bitumen Adhesive Brush Grade at 1 gal/square Note: Base ply cures overnight prior to application of the ply or cap ply. Ply Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base Cap Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar; Flintlastic FR Dual Cap; Flintlastic FR-P; Flintlastic FR-P CoolStar; Flintlastic Premium FR-P; Flintlastic Premium FR-P CoolStar; Flintlastic GMS; Flintlastic GMS CoolStar SBS-CA2 (SBS, Cold-Applied) Base Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base Henry #903 Adhesive at 1.5 gal/square. Ply Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base Cap Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar; Flintlastic FR Dual Cap; Flintlastic FR-P; Flintlastic FR-P CoolStar; Flintlastic Premium FR-P; Flintlastic Premium FR-P CoolStar; Flintlastic GMS; Flintlastic GMS CoolStar SBS-CA3 (SBS, Cold-Applied) Base Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base Millennium Hurricane Force Membrane Adhesive, beads spaced 6-inch o.c. Ply Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base Cap Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar; Flintlastic FR Dual Cap; Flintlastic FR-P; Flintlastic FR-P CoolStar; Flintlastic Premium FR-P; Flintlastic Premium FR-P CoolStar; Flintlastic GMS; Flintlastic GMS CoolStar SBS-TA (SBS, Torch-Applied) Base Flintlastic Ultra Poly SMS Base; Flintlastic Base 20 T Torch-Applied Ply One or more Flintlastic Ultra Poly SMS Base; Flintlastic Base 20 T Cap Flintlastic FR Cap 30 T; Flintlastic FR Cap 30 T CoolStar; Flintlastic GTS-FR; Flintlastic GTS-FR CoolStar APP-TA (APP, Torch-Applied) Base One or more Flintlastic APP Base T; Flintlastic STA; Flintlastic STA Plus Torch-Applied Cap Flintlastic STA; Flintlastic STA Plus; Flintlastic GTA; Flintlastic GTA CoolStar; Flintlastic GTA-FR; Flintlastic GTA-FR CoolStar SBS-SA-H (SBS, Self-Adhering, Hybrid Systems) Base/Ply Black Diamond Base Sheet; Flintlastic Ultra Glass SA Self-Adhering SBS-SA (SBS, Self-Adhering) Base Flintlastic SA PlyBase; Flintlastic SA Mid Ply Self-Adhering Ply Flintlastic SA PlyBase; Flintlastic SA Mid Ply Cap 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 adhered insulation carry the following MDP limitations. The lesser of the MDP listings below vs. those in Table 3A applies: VAPOR BARRIER OPTIONS; STRUCTURAL CONCRETE DECK; ADHERED INSULATION PER TABLE 3A; (The lesser of the MDP listings below vs. those in Table 3A applies) OPTION # PRIMER VAPOR BARRIER INSULATION ADHESIVE MDP (PSF) TYPE ATTACH VB-1. FlintPrime Flintlastic SA PlyBase Self-adhering OB500, 12-inch o.c. -82.5 VB-2. FlintPrime Flintlastic GTA Torch-applied M-OSFA or M-PG1, 12-inch o.c. -420.0 VB-3. FlintPrime Flintlastic Base 20 T, Flintlastic FR Cap 30 T or Flintlastic GTS Torch-applied M-OSFA or M-PG1, 12-inch o.c. -495.0 17. ͟MDP͟ с MadžimƵm DeƐign PreƐƐƵre iƐ ƚhe reƐƵlƚ of ƚeƐƚing for ǁind load reƐiƐƚance baƐed on alloǁable ǁind loadƐ͘ Refer ƚo FBC 1609 for determination of design wind loads.
NEMO|etc. NEMO ETC, LLC Evaluation Report 3520.03.04-R24 for FL2533-R23 Certificate of Authorization #32455 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 24: 06/20/2019 Prepared by: Robert Nieminen, PE-59166 CertainTeed Flintlastic® Modified Bitumen Roof Systems; (610) 651-5847 Appendix 1, Page 19 of 67 TABLE 1F-2: WOOD DECKS – NEW CONSTRUCTION, REROOF (TEAR-OFF) OR RECOVER SYSTEM TYPE E: NON-INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System No. Deck (Note 1) Base Sheet Roof Cover (Note 15) MDP (psf) Base Fasteners Attach Ply Cap W-95 Min. 15/32-inch plywood at max 24-inch spans Glasbase; Flexiglas; Flintlastic Base 20; Poly SMS Base; Ultra Poly SMS Base; Yosemite Venting Base Flintfast 3 in. Insulation Plates with FlintFast #12 or #14; Trufast ϯ͟ Meƚal Insulation Plates with DP or HD; OMG 3 in. Round Metal Plates with OMG #14 HD 6-inch o.c. at 4-inch lap and 6-inch o.c. in three (3), equally spaced, staggered center rows (Optional) BP-AA, SBS-AA, SBS-TA or APP-TA SBS-AA, SBS-TA or APP-TA -97.5 W-96 Min. 15/32-inch plywood at max 24-inch spans Flintlastic APP Base T OMG 3 in. Round Metal Plates with OMG #14 HD 6-inch o.c. at 4-inch lap and 6-inch o.c. in three (3), equally spaced, staggered center rows. APP-TA APP-TA -97.5 W-97 Min. 15/32-inch plywood at max 24-inch spans Glasbase; Flexiglas; Flintlastic Base 20; All Weather / Empire Base; Poly SMS Base; Ultra Poly SMS Base; Yosemite Venting Base Flintfast 3 in. Insulation Plates with FlintFast #14; Trufast 3" Metal Insulation Plates with Trufast HD 8-inch o.c. at 4-inch lap and 8-inch o.c. at three (3) equally spaced, staggered center rows (Optional) BP-AA, SBS-AA or SBS-TA SBS-AA or SBS-TA -97.5 W-98 Min. 19/32-inch plywood at max 24-inch spans Glasbase; Flexiglas; Flintlastic Base 20; Poly SMS Base; Ultra Poly SMS Base; Yosemite Venting Base Note 2 7-inch o.c. at 3-inch lap and 7-inch o.c. in three (3), equally spaced, staggered center rows BP-AA, SBS-AA, SBS-TA or APP-TA SBS-AA, SBS-TA or APP-TA -105.0 W-99 Min. 19/32-inch plywood at max 24-inch spans Flintlastic APP Base T OMG 3 in. Round Metal Plates with OMG #14 HD or Dekfast Hex Plate with Dekfast #14 7-inch o.c. at 3-inch lap and 7-inch o.c. in three (3), equally spaced, staggered center rows APP-TA APP-TA -105.0 W-100 Min. 15/32-inch plywood at max 24-inch spans Glasbase; Flexiglas; Flintlastic Base 20; Poly SMS Base; Ultra Poly SMS Base; Yosemite Venting Base Flintfast 3 in. Insulation Plates with FlintFast #12 or #14; Trufast ϯ͟ Meƚal Insulation Plates with DP or HD; OMG 3 in. Round Metal Plates with OMG #14 HD 6-inch o.c. at 4-inch lap and 6-inch o.c. in four (4), equally spaced, staggered center rows (Optional) BP-AA, SBS-AA, SBS-TA or APP-TA SBS-AA, SBS-TA or APP-TA -127.5 W-101 Min. 15/32-inch plywood at max 24-inch spans Flintlastic APP Base T OMG 3 in. Round Metal Plates with OMG #14 HD 6-inch o.c. at 4-inch lap and 6-inch o.c. in four (4), equally spaced, staggered center rows. APP-TA APP-TA -127.5 COLD-APPLIED SYSTEMS: W-102 Min. 15/32-inch plywood at max 24-inch spans Glasbase; Flexiglas Base; Flintlastic Base 20; All Weather / Empire Base; Yosemite Venting Base; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base Flintfast 3 in. Insulation Plates with FlintFast #12 or #14; Trufast ϯ͟ Meƚal Insulation Plates with DP or HD 8-inch o.c. at 4-inch lap and 8-inch o.c. in three (3), equally spaced, staggered center rows (Optional) SBS-CA1 SBS-CA1 -52.5 TABLE 1G: WOOD DECKS – NEW CONSTRUCTION OR REROOF (TEAR-OFF) SYSTEM TYPE F: NON-INSULATED, BONDED ROOF COVER System No. Deck (Note 1) Primer Roof Cover (Note 15) MDP (psf) Base Ply Cap W-103 Min. 15/32-inch plywood at max 24-inch spans FlintPrime or FlintPrime SA SBS-SA-H (Optional) SBS-TA, APP-TA SBS-TA, APP-TA -112.5 W-104 Min. 15/32-inch plywood at max 24-inch spans FlintPrime or FlintPrime SA SBS-SA (Optional) SBS-SA SBS-SA -127.5