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HomeMy WebLinkAboutAPPROVED, FL30268-R27/22/21, 9:39 PMFlorida Building Code Online Page 1 of 2https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqsjfpmx6jjBWMKxQqvoHO0XQzV99BFgxRK92aNWSr4C%2fg%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 #FL30268-R2 Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer Beacon Sales Acquisition, Inc. (CT) Address/Phone/Email 505 Huntmar Park Drive Suite 300 Herndon, VA 20170 (860) 471-9834 stewart.staples@alliedbuilding.com Authorized Signature Stewart Staples stewart.staples@alliedbuilding.com Technical Representative Mark Harner Address/Phone/Email 20 Moores Road Malvern, PA 19355 (610) 893-5400 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 03/27/2023 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL30268_R2_COI_2020_01_COI_NIEMINEN.pdf Referenced Standard and Year (of Standard)Standard Year ASTM D1970 2015 7/22/21, 9:39 PMFlorida Building Code Online Page 2 of 2https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqsjfpmx6jjBWMKxQqvoHO0XQzV99BFgxRK92aNWSr4C%2fg%3d%3d ASTM D4601 2012 ASTM D6164 2011 ASTM D6222 2011 ASTM G155 2013 FM 4470 2016 FM 4474 2011 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 07/30/2020 Date Validated 08/04/2020 Date Pending FBC Approval 08/10/2020 Date Approved 10/13/2020 Summary of Products FL #Model, Number or Name Description 30268.1 TRI-BUILT Modified Bitumen Roof Systems APP and SBS modified bitumen, low-slope roofing 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.) The design pressure listed pertains to one assembly. Refer to ER Appendix for all assemblies and associated maximum allowable design pressures. 2.) Refer to ER Section 5 for Limits of Use. Installation Instructions FL30268_R2_II_2020_07_20_FINAL_A1_ER_BEACON_MODBIT_FL30268- R2.pdf Verified By: Robert Nieminen PE-59166 Created by Independent Third Party: Yes Evaluation Reports FL30268_R2_AE_2020_07_20_FINAL_ER_BEACON_MODBIT_FL30268- R2.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 1m-CTR-19-FBCER.08.19-R2 for FL30268-R2 Certificate of Authorization #32455 7TH EDITION (2020) FBC NON-HVHZ EVALUATION Revision 2: 07/20/2020 ©2019, NEMO ETC, LLC TRI-BUILT Modified Bitumen Roof Systems; (610) 893-5400 Appendix 1, Page 1 of 48 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 4 1B Wood New or Reroof (Tear-Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 5-6 1C Wood New, Reroof (Tear-Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 6 1D Wood New, Reroof (Tear-Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 7-8 1E Wood New, Reroof (Tear-Off) or Recover D Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 9-10 1F-1 Wood New, Reroof (Tear-Off) E Non-Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 10-12 1F-2 Wood New, Reroof (Tear-Off) or Recover E Non-Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 12-13 1G Wood New or Reroof (Tear-Off) F Non-Insulated, Bonded Roof Cover 13 2A Steel or Structural concrete New, Reroof (Tear-Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 14-15 2B Steel or Structural concrete New, Reroof (Tear-Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 16-18 2C Steel or Structural concrete New, Reroof (Tear-Off) or Recover D Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 19 3A Structural concrete New or Reroof (Tear-Off) A-1 Bonded Insulation, Bonded Roof Cover 20-26 3B Structural concrete New or Reroof (Tear-Off) F Non-Insulated, Bonded Roof Cover 26 4A LWIC / steel New or Reroof (Tear-Off) A-1 Bonded Insulation, Bonded Roof Cover 27 4B LWIC / structural concrete New or Reroof (Tear-Off) A-1 Bonded Insulation, Bonded Roof Cover 28-31 4C LWIC / steel New or Reroof (Tear-Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 32-33 4D LWIC / steel or struct. conc. New, Reroof (Tear-Off) E Non-Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 34-36 5A Cementitious wood fiber New Reroof (Tear-Off) A-1 Bonded Insulation, Bonded Roof Cover 37 5B Cementitious wood fiber Reroof (Tear-Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 38 5C Cementitious wood fiber Reroof (Tear-Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 38 5D Cementitious wood fiber Reroof (Tear-Off) or Recover E Non-Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 39 6A Existing gypsum Reroof (Tear-Off) A-1 Bonded Insulation, Bonded Roof Cover 40-41 6B Existing gypsum Reroof (Tear-Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 42 6C Existing gypsum Reroof (Tear-Off) C Mech. Attached Insulation, Bonded Roof Cover 42 6D Existing gypsum Reroof (Tear-Off) E Non-Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 43 7A Various Recover A-1 Bonded Insulation, Bonded Roof Cover 44-48 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: ¾ Wood Deck: OMG #14 Roofgrip with Flat Bottom Plate (Accutrac), OMG HD with OMG 3 in. Galvalume Steel PůaƚĞ͕ DĞŬĨaƐƚ ηϭϰ ǁŝƚŚ HĞdž PůaƚĞ Žƌ ϯ͟ Round Insulation Plate or Trufast #14HD with Trufast ϯ͟ MĞƚaů IŶƐƵůaƚŝŽŶ PůaƚĞƐ. 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 PůaƚĞ͕ DĞŬĨaƐƚ ηϭϮ Žƌ ηϭϰ ǁŝƚŚ HĞdž PůaƚĞ Žƌ ϯ͟ RŽƵŶĚ Insulation Plate or Trufast #12DP or #14HD with TƌƵĨaƐƚ ϯ͟ MĞƚaů IŶƐƵůaƚŝon Plates. 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 Plate, Dekfast #14 or DekSpike wŝƚŚ HĞdž PůaƚĞ Žƌ ϯ͟ RŽƵŶĚ IŶƐƵůaƚŝŽŶ Plate or Trufast #14HD with Trufast 3͟ MĞƚaů IŶƐƵůaƚŝon Plates. Minimum 1-ŝŶĐŚ ĞŵbĞĚŵĞŶƚ͘ FaƐƚĞŶĞƌƐ ŝŶƐƚaůůĞĚ ǁŝƚŚ a ƉŝůŽƚ ŚŽůĞ ŝŶ aĐĐŽƌĚaŶĐĞ ǁŝƚŚ ƚŚĞ ĨaƐƚĞŶĞƌ ŵaŶƵĨaĐƚƵƌĞƌ͛Ɛ ƉƵbůŝƐŚĞĚ installation instructions. NEMO|etc. NEMO ETC, LLC Evaluation Report 1m-CTR-19-FBCER.08.19-R2 for FL30268-R2 Certificate of Authorization #32455 7TH EDITION (2020) FBC NON-HVHZ EVALUATION Revision 2: 07/20/2020 ©2019, NEMO ETC, LLC TRI-BUILT Modified Bitumen Roof Systems; (610) 893-5400 Appendix 1, Page 2 of 48 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. 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 (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 sŚaůů ĞdžƉaŶĚ aƐ ŶŽƚĞĚ ŝŶ ƚŚĞ ŵaŶƵĨaĐƚƵƌĞƌ͛Ɛ ƉƵbůŝƐŚĞĚ ŝŶƐƚƌƵĐƚŝŽŶƐ͘ ¾ Hot asphalt (HA): Full coverage at 25-30 lbs/square ¾ Ashland, Inc. ͞Pliodeck IŶƐƵůaƚŝŽŶ AĚŚĞƐŝǀĞ͟ (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 Dupont ͞INSTA STIK Quik Set Commercial Roofing Adhesive͟ (D-IS): Continuous 0.75 to 1 inch wide ribbons, 12-inch o.c. ¾ ICP Adhesives and Sealants ͞Polyset BOARD-MAX͟: Continuous 3-inch ribbons, 12-inch o.c. ¾ ICP Adhesives and Sealants ͞Polyset CR-20͟: Continuous 2.5 to 3-inch wide ribbons, 12-inch o.c. ¾ HB FƵůůĞƌ ͞Millennium One Step Foamable Adhesive͟ (M-OSFA): Continuous 0.25 to 0.5-inch wide ribbons, 12-inch o.c. ¾ HB FuůůĞƌ ͞Millennium PG-1 Pump Grade Adhesive͟ (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, SpotShot or Canister) 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 casĞ ƐŚaůů ƚŚĞƐĞ ǀaůƵĞƐ bĞ ƵƐĞĚ ƚŽ ͚ŝŶĐƌĞaƐĞ͛ ƚŚĞ MDP ůŝƐƚŝŶŐƐ ŝŶ ƚŚĞ ƚabůĞƐ͖ ƌaƚŚĞƌ ŝĨ MDP ůisting 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: ¾ Ashland, Inc. ͞Pliodeck Insulation Adhesive͟ (A-PD) @ 12-inch o.c. MDP -105.0 psf (Min. 1.0-inch) ¾ Ashland, Inc. ͞Pliodeck Insulation Adhesive͟ (A-PD) @ 6-inch o.c. MDP -277.5 psf (Min. 1.0-inch) ¾ Dupont ͞INSTA STIK Quik Set Commercial Roofing Adhesive͟ (D-IS): MDP -120.0 psf (Min. 1.0-inch) ¾ ICP Adhesives and Sealants ͞Polyset CR-20͟: MDP -117.5 psf (Min. 1.0-inch) ¾ HB Fuller ͞Millennium One Step Foamable Adhesive͟ (M-OSFA): MDP -157.5 psf (Min. 1.0-inch) ¾ HB Fuller ͞Millennium PG-1 Pump Grade Adhesive͟ (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) 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). 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* 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. NEMO|etc. NEMO ETC, LLC Evaluation Report 1m-CTR-19-FBCER.08.19-R2 for FL30268-R2 Certificate of Authorization #32455 7TH EDITION (2020) FBC NON-HVHZ EVALUATION Revision 2: 07/20/2020 ©2019, NEMO ETC, LLC TRI-BUILT Modified Bitumen Roof Systems; (610) 893-5400 Appendix 1, Page 3 of 48 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 1͘ FŽƌ ͞ƉƌĞ-ĞdžŝƐƚĞŶƚ͟ LWIC ƌĞĨĞƌĞŶĐĞƐ͕ ůŝƐƚŝŶŐƐ ǁĞƌĞ ĞƐƚabůŝƐŚĞĚ ƚŚƌŽƵŐŚ ƚĞƐƚŝŶŐ 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 COMBINATIONS REFERENCE LAYER MATERIAL APPLICATION BP-AA Base Ply or Ply: TRI-BUILT FG Base Sheet 3 SQ Hot asphalt at 20-40 lbs/square SBS-AA Cap Ply: TRI-BUILT SBS Cap Hot asphalt at 20-40 lbs/square APP-TA Base Ply: TRI-BUILT Smooth Torch Torch-Applied Cap Ply: TRI-BUILT Smooth Torch, TRI-BUILT Granulated Torch SBS-SA-H Base Ply: TRI-BUILT SAT Base Self-Adhering SBS-SA Base Ply: TRI-BUILT SA Plybase Self-Adhering Ply: TRI-BUILT SA Plybase Cap Ply: TRI-BUILT SA Cap 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 of the MDP listings below vs. those in Table 3A applies) OPTION # PRIMER VAPOR BARRIER INSULATION ADHESIVE MDP (PSF) TYPE ATTACH VB-1. Karnak 108 Asphalt Primer TRI-BUILT SA Plybase Self-adhering OB500, 12-inch o.c. -82.5 VB-2. Karnak 108 Asphalt Primer or Karnak 89 Sta-Tack Primer TRI-BUILT SAT Base or TRI-BUILT SA Cap Self-adhering M-OSFA or M-PG1, 12-inch o.c. -97.5 VB-3. Karnak 108 Asphalt Primer or Karnak 89 Sta-Tack Primer TRI-BUILT SAT Base or TRI-BUILT SA Cap Self-adhering M-OSFA or M-PG1, 6-inch o.c. -315.0 VB-4. Karnak 108 Asphalt Primer TRI-BUILT Granulated Torch Torch-applied M-OSFA or M-PG1, 12-inch o.c. -420.0 17. ͟MDP͟ с MadžŝŵƵŵ DĞƐŝŐŶ PƌĞƐƐƵƌĞ ŝƐ ƚŚĞ ƌĞƐƵůƚ ŽĨ ƚĞƐƚŝŶŐ ĨŽƌ ǁŝŶĚ ůŽaĚ ƌĞƐŝƐƚaŶĐĞ baƐĞĚ ŽŶ aůůŽǁabůĞ ǁŝŶĚ ůŽaĚƐ͘ RĞĨĞƌ ƚŽ FBC 1609 for determination of design wind loads. NEMO|etc. NEMO ETC, LLC Evaluation Report 1m-CTR-19-FBCER.08.19-R2 for FL30268-R2 Certificate of Authorization #32455 7TH EDITION (2020) FBC NON-HVHZ EVALUATION Revision 2: 07/20/2020 ©2019, NEMO ETC, LLC TRI-BUILT Modified Bitumen Roof Systems; (610) 893-5400 Appendix 1, Page 13 of 48 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 Base Ply Cap Ply W-80 Min. 15/32-inch plywood at max 24-inch spans TRI-BUILT FB Base Sheet 3 SQ OMG #14HD with OMG 3 in. Round Metal Plates or Trufast #12DP or #14HD with TƌƵfaƐƚ ϯ͟ Meƚal InƐƵlaƚion PlaƚeƐ 6-inch o.c. at 4-inch lap and 6-inch o.c. in four (4), equally spaced, staggered center rows. Stress plates shall be primed with Karnak 81 Asphalt Primer or Karnak 89 Sta-Tack Primer. SBS-SA-H SBS-AA or APP-TA -127.5 CONVENTIONAL SYSTEMS: W-81 Min. 23/32-inch plywood at max. 24-inch spans TRI-BUILT FB Base Sheet 3 SQ Note 2 12-inch o.c. at 4-inch lap and 36-inch o.c. in two (2), equally spaced, staggered center rows BP-AA or APP-TA SBS-AA or APP-TA -30.0* W-82 Min. 23/32-inch plywood at max. 24-inch spans TRI-BUILT FB Base Sheet 3 SQ Note 2 12-inch o.c. at 4-inch lap and 24-inch o.c. in two (2), equally spaced, staggered center rows BP-AA or APP-TA SBS-AA or APP-TA -45.0* W-83 Min. 15/32-inch plywood at max 24-inch spans TRI-BUILT FB Base Sheet 3 SQ OMG #14HD with OMG 3 in. Round Metal Plates or Trufast #12DP or #14HD with TƌƵfaƐƚ ϯ͟ Meƚal InƐƵlaƚion Plates 6-inch o.c. at 4-inch lap and 6-inch o.c. in three (3), equally spaced, staggered center rows (Optional) BP-AA or APP-TA SBS-AA or APP-TA -97.5 W-84 Min. 15/32-inch plywood at max 24-inch spans TRI-BUILT FB Base Sheet 3 SQ Trufast #14HD with TrufaƐƚ ϯ͟ Meƚal Insulation Plates 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 -97.5 W-85 Min. 19/32-inch plywood at max 24-inch spans TRI-BUILT FB Base Sheet 3 SQ 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 or APP-TA SBS-AA or APP-TA -105.0 W-86 Min. 15/32-inch plywood at max 24-inch spans TRI-BUILT FB Base Sheet 3 SQ OMG #14HD with OMG 3 in. Round Metal Plates or Trufast #12DP or #14HD with Trufast 3͟ Meƚal InƐƵlaƚion PlaƚeƐ 6-inch o.c. at 4-inch lap and 6-inch o.c. in four (4), equally spaced, staggered center rows (Optional) BP-AA or APP-TA SBS-AA or APP-TA -127.5 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 Ply Cap Ply W-87 APA rated, min. 7/16 CAT, 0.418 in., Exposure 1, OSB sheathing; 24-inch span Karnak 108 Asphalt Primer or Karnak 89 Sta-Tack Primer CertainTeed Flintlastic SA Mid Ply (Optional) SBS-SA SBS-SA -90.0 W-88 Min. 15/32-inch plywood at max 24-inch spans Karnak 108 Asphalt Primer or Karnak 89 Sta-Tack Primer SBS-SA-H (Optional)APP-TA APP-TA -112.5 W-89 Min. 15/32-inch plywood at max 24-inch spans Karnak 108 Asphalt Primer or Karnak 89 Sta-Tack Primer SBS-SA (Optional) SBS-SA SBS-SA -127.5