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HomeMy WebLinkAboutRevisionOFFICE USE ONLY: r lle Copy DATE FILED: ,1 /12/2022 PERMIT # S LC 2111-0504 REVISION FEE: - 1 0"'T117al-V bI`% N CEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772) 4624553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/SITE ADDRESS: ve R FortPierce FL- 34947 DETAILED DESCRIPTION OF PROJECT REVISIONS: remove 2 squares from the 28 estimated shingles, and make it 26 squares shingle and 2 s uare flat roof CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: BUSINESS NAME: Total home Rooting QUALIFIERS NAME: Robert Don ADDRESS: 597 Haverty Court # 40 CITY: Rooktedge PHONE (DAYTE\M): 8/34129151 V01{ STATE: FL OWNER/BUILDER INFORMATION: ST. LUCIE CO CERT. #: FAX: ZIP: 3295& NAME: Vickers, Spicy ADDRESS:4211 "Ave R Fort Pierce, FL 34947 CITY: Fort Pierce STATE: FL ZIP; 34947 PHONE (DAYTIME: 8134129161 FAX: ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: STATE: PHONE (DAYTIME): SLCCC• 9123109 Revised 06130117 FAX: ZIP: ISTLUCIE WORKS to ,. u N Section A (Gene I I f' t ) Master Permit No.� ���o5d� Process No. Contractors Name�C)�1 t 06PI�`-i - License # Job Address ROOF CATEGORY eow Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tiles ❑ Asphaltic Shingles ❑ Metal Panel/Shingles Mood Shingles/Shakes ❑ Prescriptive BUR-RAS 150 ROOF ROOF TYPE_ ❑ New roof ❑ Repair ❑ Maintenance Reroofing ❑ Recovering ROOF SYSTEM INFORMATION Z_ Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. O ■®■■■■■■■■1■■�/■■�•�■■■■■■ ■■■■■N■/►'[A■■■■M■■o____MMME■■ `■■®i■■■������■�■■ice■■®■■ ■■®■■■■■■■■■ram■■r■�■■■®■■ ►3 - '?�'p',y c'. C IV). Sl'LUCIE WORKS Section C (Low Slope Roof) Fill in specific roof assembly components and identify manufacturer (If a component is not used, identify as "NA") System Manufacturer: P`nT�ed Product Approval No.: '-L 1532 —22.Le Design Wind Pressures, From RAS 128 Or Calculations Zone 1': Zone 1: Zone 2: Zone 3: Max. Design Pressure, from the specific product approval system: Deck: Type: Gauge Thickness Slope: ve) 01- 42 1)2 Anchor/Base Sheet & No. df Ply(s): Anchor/Base Sheet Fastener/Bonding Material: Insulation Base Layer: Base Insultation Size and Thickness: Base Insulation Fastener/Bonding Material: Top Insulation Layer: Top Insulation Size and Thickness: Top Insulation Fastener/Bonding Material: Base Sheet(s) & No. of Ply(s): Base Sheet Fastener/Bonding Material: 'C► ii rt 1-��ba� Ply Sheet(s)' & No. of Ply(s): Ply Sheet Fastener/Bonding Material: Top Ply: 1 r % bvA)r ? -61Q . Top Ply Fastener/Bonding Material: Surfacing: Fastener Spacing for Anchor/Base Sheet Attachment: Zone 1':_" oc @ Lap, # Rows @ 120 Zone.1:—".oc.@ Lap, # Rows @ a oc Zone 2:_" oc @ Lap, # Rows @. nor. Zone 3:_" oc @ Lap, # Rows @; nor, Number of Fasteners Per Insulation Board: Zone 1': Zone 1: Zone 2: Zone 3 Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counterflashing, Coping, Etc., Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material' Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16.. File C®"�r Business & Professional Re953-2,11 S1 N BCIS Home 1 Log In It User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications f Contact Us I BCIS Site Map I Links 1 Search Florida rJi� Product Approval V-�� ` USER: Public User r.`11 � ° :r`�1`um Product Aporoval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived 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 License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) I FL2533-R26 Revision 2020 Validated REVIEWED FOR CODE COMPLIANCE STe Ld1CIE COUNTY 6i BC1CC 2,1417 CertainTeed, LLC (Roofing) 20 Moores Road Malvern, PA 19355 (610) 893-5400 mark.d.harner@saint-gobain.com Mark Harrier mark.d.hamer@saint-gobain.com Roofing Modified Bitumen Roof System Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ,--, Evaluation Report - Hardcopy Received Robert Nieminen PE-59166 UL LLC 09/15/2023 John W. Knezevich, PE I,�i Validation Checklist - Hardcopy Received Standard Year ASTM D1970 2015 ASTM D2178 2015 ASTM D4601 2012 ASTM D6163 2015 ASTM D6164 2011 ASTM D6222 2011 ASTM D6509 2015 ASTM G155 2013 FM 4470 FM 4474 2016 2011 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 07/23/2021 Date Validated 08/03/2021 Summary of Products FL # Model, Number or Name Description 2533.1 Flintlastic Modified Modified Bitumen Roof Systems Bitumen Roof Systems for use in FBC non-HVHZ jurisdictions Limits of Use Installation Instructions Approved for use in HVHZ: No FL2533 R26 II 2021 07 20 FINAL Al ER CERTAINTEED MODBIT FL2533- R26.1df Approved for use outside HVHZ: Yes 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 of Evaluation Reports Use. 2.) The design pressure noted in this LJ= 2533 R26 AE 2021 07 20 FINAL ER CERTAINTEED MODBIT FL2533- R26.Ddf application relates to one specific system. Refer to the ER Appendix for all systems and Created by Independent Third Party: Yes max design pressures. 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 emalis 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 dick here . Product Approval Accepts: ra.. ®If'i� €Ch„ Etk Credit Card Safe ONEMOjetc. 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 5-6 1B Wood New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 6-7 1C Wood New, Reroof (Tear -Off) or Recover B-1 Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 8 1D Wood New, Reroof (Tear -Off) or Recover C-1 Mech. Attached Insulation, Bonded Roof Cover 9-10 1E Wood New, Reroof (Tear -Off) or Recover D-2 Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 11-13 1F Wood New, Reroof (Tear -Off) E-2 Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 13-16 1G Wood New, Reroof (Tear -Off) or Recover E-2 Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 16-18 1H Wood New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 18 2A Steel or Structural concrete New, Reroof (Tear -Off) or Recover B-1 Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 19-22 2B Steel or Structural concrete New, Reroof (Tear -Off) or Recover C-1 Mech. Attached Insulation, Bonded Roof Cover 22-26 2c Steel or Structural concrete New, Reroof (Tear -Off) or Recover D-2 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 43-49 4c LWIC / structural concrete New, Reroof (Tear -Off) A-1 Bonded Vapor Barrier, Bonded Insulation, Bonded Roof Cover 50-51 4D LWIC / steel New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 52-54 4E LWIC / steel or struct. conc. New or Reroof (Tear -Off) E-2 Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 55-59 4F LWIC / steel Reroof (Tear�Off) or Recover E-2 Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 60 4G LWIC / steel Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 60 5A Cementitious wood fiber New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 61-62 5B Cementitious wood fiber New or Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 63 5c Cementitious wood fiber Reroof (Tear -Off) or Recover C-1 Mech. Attached Insulation, Bonded Roof Cover 64 SD Cementitious wood fiber New, Reroof (Tear -Off) or Recover E-2 Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 64 6A Existing gypsum Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 65-67 613 Existing gypsum Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 68 6c Existing gypsum Reroof (Tear -Off) C-1 Mech. Attached Insulation, Bonded Roof Cover 69 6D Existing gypsum Reroof (Tear -Off) E-2 Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 69 7A Various Recover A-1 Bonded Insulation, Bonded Roof Cover 70-75 7B Various Recover F Non -Insulated, Bonded Roof Cover 75 NEMO ETC, LLC Evaluation Report 3520.03.04-1127 for FL2533-R26 Certificate of Authorization #32455 7T" EDITION (2020) FBC NON-HVHZ EVALUATION Revision 27: 07/20/2021 ©2019 NEMo ETC, LLC CertainTeed Flintlastic® Modified Bitumen Roof Systems, (610) 893-5400 Appendix 1, Page 1 of 75 l� OINEMOjetc. 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: FlintFast #14 Fastener with FlintFast 3" Insulation Plates, Dekfast DF-#14-PH3 with Dekfast PLT-H-2-7/8 or Dekfast PLT-R-3, OMG #14 Roofgrip with Flat Bottom Plate (Accutrac), OMG HD with OMG 3 in. Galvalume Steel Plate or Trufast #14 HD with Trufast 3" Metal Insulation Plates. Minimum %-inch plywood penetration or minimum 1-inch wood plank embedment. ➢ Steel Deck: FlintFast #12 or #14 Fastener with FlintFast 3" Insulation Plates, Dekfast DF-#12-PH3 or DF-#14-PH3 with Dekfast PLT-H-2-7/8 or Dekfast PLT-R-3, OMG #12 or #14 Roofgrip with Recessed or Flat Bottom Plate (Accutrac), OMG #12 Standard or HD with OMG 3 in. Galvalume Steel Plate or Trufast #12 DP or Trufast #14 HD with Trufast 3" Metal Insulation Plates or. Minimum %-inch steel penetration and engage the top flute of the steel deck. ➢ Structural Concrete: FlintFast #14 Fastener with FlintFast 3" Insulation Plates, Dekfast DF-#14-PH3 with Dekfast PLT-H-2-7/8 or Dekfast PLT-R-3, OMG #14 Roofgrip with Recessed or Flat Bottom Plate (Accutrac), OMG HD or CD-10 with OMG 3 in. Galvalume Steel Plate or Trufast #14 HD or Trufast Fluted Concrete Nail with Trufast 3" Metal Insulation Plates. Minimum 1-inch embedment. Fasteners installed with a pilot hole in accordance with the fastener manufacturer's 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: ➢ "FlintFast QS Insulation Adhesive" (FlintFast QS): Full coverage at 25-30 Ibs/square Continuous 0.25 to 0.5-inch wide ribbons, 12-inch o.c. Note: HB Fuller 'Millennium One Step Foamable Adhesive" may be used wherever FlintFast QS is listed. ➢ "FlintFast LV Insulation Adhesive" (FlintFast LV): Continuous 0.5 to 0.75-inch wide ribbons, 12-inch o.c. Note: HB Fuller 'Millennium PG-1 Pump Grade Adhesive" may be used wherever FlintFast LV is listed. ➢ Dupont "INSTA STIK Quik Set Commercial Roofing Adhesive" (Insta Stik QS): 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. ➢ OMG OlyBond 500 Adhesive Fastener (OB500): Continuous 0.75-inch wide ribbons,12-inch o.c. (PaceCart, SpotShot or Canister) ➢ Note: When multiple layers(s) of insulation and/or coverboard are installed in ribbon -applied adhesive, boards shall be staggered from layer -to -layer. ➢ 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. Unless otherwise noted, all insulations are flat -stock or taper board of the minimum thickness noted. Tapered polyisocyanurate at the following thickness limitations may be substituted with the following Maximum Design Pressure (MDP) limitations. In no case shall these values be used to 'increase' the MDP listings in the tables, rather if MDP listing below meets or exceeds that listed fora 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: ➢ FlintFast QS: MDP -157.5 psf (Min. 1.0-inch) ➢ FlintFast LV: MDP -157.5 psf (Min. 1.0-inch) ➢ Insta Stik QS: MDP -120.0 psf (Min. 1.0-inch) ➢ Polyset CR-20: MDP -117.5 psf (Min. 1.0-inch) ➢ OB500: MDP -45.0 psf (Min. 0.5-inch Multi -Max FA3) ➢ OB500: MDP -187.5 psf (Min. 0.5-inch ISO 95+ GL) ➢ OB500: MDP -315.0 psf (Min. 0.5-inch ENRGY 3) ➢ OB500: MDP -487.5 psf (Min. 0.5-inch ACFoam II) 8. 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 Certificate of Authorization #32455 ©2019 NEMO ETC, LLC r Evaluation Report 3520.03.04-R27 for FL2533-R26 7TH EDITION (2020) FBC NON-HVHZ EVALUATION Revision 27: 07/20/2021 CertainTeed Flintlastic® Modified Bitumen Roof Systems, (610) 893-5400 Appendix 1, Page 2 of 75 ONEMOletc. 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 WD1, FM Loss Prevention Data Sheet 1-29, Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk's 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 determined 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 analysis 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 field uplift 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 1511 for requirements and limitations regarding recover installations. For Structural Concrete Deck or Recover Applications using System Type D, the insulation 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 mix 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. MEMBRANE/ ADHESIVE-COM13INATIONS REFERENCE LAYER MATERIAL APPLICATION Base Ply: Flintlastic Base 20, Flintlastic Poly SMS Base Sheet, Flintlastic Ultra Poly SMS Base Note: Base ply cures overnight prior to application of the ply or cap ply. 585-CAI Karnak No. 81 Cold Process Modified Bitumen Adhesive Brush Grade at 1 gal/square Ply: Flintlastic Base 20, Flintlastic Poly SMS Base Sheet, Flintlastic Ultra Poly SMS Base Ca PI p y' 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 Base Sheet, All Weather/Empire Base Sheet, Flintlastic Base 20 Base Ply: Flintlastic Base 20, Flintlastic Poly SMS Base Sheet, Flintlastic Ultra Poly SMS Base Ply: Flintlastic Base 20, Flintlastic Poly SMS Base Sheet, Flintlastic Ultra Poly SMS Base SBS-CA2 Henry #903 Adhesive at 1.5 gal/square. Ca PI p y' 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 Base Sheet, All Weather/Empire Base Sheet, Flintlastic Base 20 Base Ply: Flintlastic Base 20, Flintlastic Poly SMS Base Sheet, Flintlastic Ultra Poly SMS Base HB Fuller "Millennium Hurricane Force Membrane Adhesive", Ply: Flintlastic Base 20, Flintlastic Poly SMS Base Sheet, Flintlastic Ultra Poly SMS Base SBS-CA3 beads spaced 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 Certificate of Authorization #32455 ©2019 NEW ETC, LLC 7TN EDITION (2020) FBC NON-HVHZ EVALUATION CertainTeed Flintlastic® Modified Bitumen Roof Systems, (610) 893-5400 Evaluation Report 3520.03.04-R27 for FL2533-R26 Revision 27: 07/20/2021 Appendix 1, Page 3 of 75 ONEMOjetc. REFERENCE LAYER MEMBRANE/ ADHESIVE COMBINATIONS MATERIAL APPLICATION SBS-CA4 Base Ply: Flintlastic Base 20, Flintlastic Poly SMS Base Sheet, Flintlastic Ultra Poly SMS Base FlintBond Brush or Tropical Roofing Products #216 Modified Bitumen Adhesive at 1 to 1.5 gal/square. Note: Base ply cures overnight prior to application of the ply or cap ply. Ply: Flintlastic Base 20, Flintlastic Poly SMS Base Sheet, Flintlastic Ultra Poly SMS Base 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 -AA Base Ply: Glasbase Base Sheet, All Weather/Empire Base Sheet, Flintlastic Base 20 hot asphalt at 20-40 Ibs/square Ply: One or more Flintglas Ply 4, Flintglas Premium Ply 6 SBS-AA Base Ply: Flintlastic Base 20, Flintlastic Poly SMS Base Sheet, Flintlastic Ultra Poly SMS Base hot asphalt at 20-40 Ibs/square Ply: One or more Flintlastic Base 20, Flintlastic Poly SMS Base Sheet, Flintlastic Ultra Poly SMS Base 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 SBS-TA Base Ply: Flintlastic Ultra Poly SMS Base Sheet, Flintlastic Base 20 T torch -applied Ply: One or more Flintlastic Ultra Poly SMS Base Sheet, Flintlastic Base 20 T Cap Ply: Flintlastic FR Cap 30 T, Flintlastic FR Cap 30 T CoolStar APP-TA Base Ply: One or more Flintlastic APP Base T, Flintlastic STA, Flintlastic STA Plus torch -applied Cap Ply: Flintlastic STA, Flintlastic STA Plus, Flintlastic GTA, Flintlastic GTA CoolStar, Flintlastic GTA-FR, Flintlastic GTA-FR CoolStar SBS-SA-H Base Ply: Black Diamond Base Sheet, Flintlastic Ultra Glass SA self -adhering (activated by overlying membrane) SBS-SA Base Ply: Flintlastic SA PlyBase, Flintlastic SA Mid Ply self -adhering Ply: Flintlastic SA PlyBase, Flintlastic SA Mid Ply 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: VAPOR BARRIER OPTIONS, STRUCTURAL CONCRETE DECK, ADHERED INSULATION PER TABLE 3A, (The lesser ofthe MDP listings below vs. those in Table 3A applie5) OPTION VAPOR BARRIER MDP PRIMER INSULATION ADHESIVE TYPE ATTACH # (PSF) FlintPrime QD, Karnak #108 VB-1. Flintlastic SA PlyBase Self -adhering OBS00, 12-inch D.C. -82.5 or ASTM D41 All Weather/Empire Base Sheet, 3-inch wide side laps and 6-inch wide end laps HB Fuller "Millennium Hurricane Force VB-2. None are sealed with HB Fuller "HB Fuller "Millennium Hurricane Force Lap and Membrane Adhesive HS", max. 6-inch FlintFast QS or FlintFast LV, -82.5 Flashing Adhesive" O.C. 12-inch D.C. Flintlastic Ultra Poly SMS Base Sheet, 3-inch wide side laps and 6-inch wide end HB Fuller "Millennium Hurricane Force VB-3. None laps are hot -air -welded, torch -welded or sealed with HB Fuller "HB Fuller Membrane Adhesive HS", max. 6-inch FlintFast QS or FlintFast LV, -82.5 "Millennium Hurricane Force Lap and Flashing Adhesive" O.C. 12-inch D.C. FlintPrime QD, Karnak #108 FlintFast QS or FlintFast LV, VB 4. Black Diamond Base Sheet, Flintlastic Ultra Glass SA or Flintlastic SA Cap Self -adhering 97.5 or ASTM D41 primer 12-inch o.c. NEMO ETC, LLC Certificate of Authorization #32455 ©2019 NEMO ETC, LLC 7- EDITION (2020) FBC NON-HVHZ EVALUATION CertainTeed Flintlastic® Modified Bitumen Roof Systems, (610) 893-5400 Evaluation Report 3520.03.04-R27 for FL2533-R26 Revision 27: 07/20/2021 Appendix 1, Page 4 of 75 i ONEMO j etc. TABLE IG: WOOD DECKS — NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEIVITYPEE-2: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System Deck Base Sheet Roof Cover (Note 15) MDP No. (Note i) Primer Base Fasteners Attach (Ps$ Base Ply Cap Ply Min. i5/32-inch Glasbase Base Sheet, Flintlastic FlintFast #12 or #14 with FlintFast 3 in. 6-inch o.c. at 4-inch lap and 6- (Optional) W-98 plywood, 24-inch Base 20, Flintlastic Poly SMS Base Insulation Plate, OMG #14 HD with OMG 3 in. inch o.c. in four (4), equally None BP -AA, SBS- SBS-AA, SBS- -127 5 span Sheet, Flintlastic Ultra Poly SMS Round Metal Plate or Trufast #12 DP or #14 spaced, staggered center rows AA, SBS-TA TA or APP-TA Base Sheet HD with Trufast 3" Metal Insulation Plate or APP-TA Min.15/32-inch 6-inch o.c. at 4-inch lap and 6- W-99 plywood, 24-inch Flintlastic APP Base T OMG #14 HD with OMG 3 in. Round Metal inch o.c. in four (4), equally None APP-TA APP-TA -127.5 span Plates spaced, staggered center rows. COLD -APPLIED SYSTEMS: Glasbase Base Sheet, Flintlastic Min. 15/32-inch Base 20, All Weather/Empire Base FlintFast #12 or #14 with FlintFast 3 in. 8-inch o.c. at 4-inch lap and 8- (Optional) W-100 plywood, 24-inch Sheet, Flintlastic Poly SMS Base Insulation Plate or Trufast #12 DP or #14 HD inch o.c. in three (3), equally None SBS-CAS -525 span Sheet, Flintlastic Ultra Poly SMS with Trufast 3" Metal Insulation Plate spaced, staggered center rows SBS CAS Base Sheet TABLE IH: WOOD DECKS — NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE F: NON -INSULATED, BONDED ROOF COVER System Deck Primer Roof Cover (Note 15) MDP (psf) No. (Note 1) Base Ply Ply Cap Ply W-301 APA rated, min. 7/16 CAT, 0.418 in., Exposure 1, OSB FlintPrime QD, Karnak #108 Flintlastic SA Mid Ply, (Optional) SBS-SA SBS SA -90.0 sheathing, 24-inch span or ASTM D41 primer self -adhering W-102 Min. 15/32-inch plywood, 24-inch span FlintPrime QD, Karnak #108 SBS-SA-H (Optional) SBS-TA, APP TA SBS-TA, APP-TA -112.5 or ASTM D41 primer 9V'IQ3 m nr p ywo inp� FlintPrime QD, Karnak #108 lz85M (Optional) SBS-SASS =127?4 or ASTM D41 primer NEMO ETC, LLC Certificate of Authorization #32455 02019 NEMO ETC, LLC 7T" EDITION (2020) FBC NON-HVHZ EVALUATION CertainTeed Flintlastic° Modified Bitumen Roof Systems, (610) 893-5400 Evaluation Report 3520.03.04-1127 for FL2533-1126 Revision 27: 07/20/2021 Appendix 1, Page 18 of 75