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Home My WebLink AboutPRODUCT APPROVAL - MODIFIED BITUMENida Building Code Online Page 1 of 2 BCIS Home ?Log In ;User Registrati IL t Suto F I ubli ions � Contact Us � BCLS Site Map � Links ! Search ,) ?I "" Prct odu r USER. Public UserApproval Product Aooroval Menu > Product or Aoolication Search > Aoolication List > Application tail FL # FL2533-R20 Application Type Revision ILDIN Code version 2017 G DI ST. LUCIE COUA � Application Status A REVIEWED FOR COMPLIANC pproved _,�..,�� ran nv" / %1 Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OR RECORD 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) Equivalence of Product Standards Certified By DAI't PLAN A PER MUST BE KEPY"'09-4 JOB MADE ❑ SITE OR NO INSPECTION(S) WI CertainTeed Corporation -Roofing 20 Moores Road SCANNED) Malvern, PA 19355 (610) 893-5400 BY mark.d.harner@saint-gobain.com Lucia Counay Mark Harrier mark.d.harner@saint-gobain.com Mark D. Harrier 18 Moores Road Malvern, PA 19355 (610) 651-5847 Mark. D.Harner@sainto TI- —•��NS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, 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 03/09/2020 John W. Knezevich, PE R Validation Checklist - Hardcopy Received FL2533 R20 COI 2018 01 COI NIEMINEN odf Standard year ASTM D6162 2008 ASTM D6163 2008 ASTM D6164 2011 ASTM D6222 2011 ASTM D6509 2009 FM 4470 2012 FM 4474 2011 ://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvweIwRFXRvHO... 10/ 17/2018 ida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 06/20/2018 Date Validated 06/20/2018 Date Pending FBC Approval 06/27/2018 Date Approved 08/15/2018 Summary of Products Page 2 of 2 FL # Model, Number or Name Description 2533.1 Flintlastic Modified Bitumen Modified Bitumen Roof Systems Roof Systems Limits of Use Installation Instructions Approved for use in HVHZ: No FL2533 R20 II 2018 06 FINAL Al ER CERTAINTEED MODBIT .FL2533- R20.Ddf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Robert Nieminen, PE PE-59166 Design Pressure: +N/A/-63S 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 FL2533 R20 AE 2018 06 FINAL ER CERTAINTEED MODBIT FL2533- R20.Ddf application relates to one specific system. Refer to the ER Appendix for all systems and max Created by Independent Third Party: Yes 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 emalls 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: ®ecnei�: Credit Card Safe )s://floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgvwelwR FXRvHO... 10/ 17/2018 NNEMOjetc. APPENDIX 1: ATTACHMENT TABLE • " REQUIREMENTS ,I. DECK FOR WIND UPLIFT RESISTANCE APPLICATION - TYPE DESCRIPTION PAGE 1A ood New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 5-6 1B V tbod New, Reroof (Tear -Off) or Recover B Mech, Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 7 IC VYood New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 8-9 1D Wood ood New, Reroof (Tear -Off) or Recover D Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 10-12 IE-1 New, Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 13-15 IE-2 Vinod New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 16-17 IF V good New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 17 2A 561 or Structural Concrete New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 18-20 2B 5'eel or Structural Concrete New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 21-25 2C S :eel or Structural Concrete New, Reroof (Tear -Off) or Recover D Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 26-29 3A oncrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 29-36 3B Concrete New or Reroof (Tear -Off) A-3 Bonded Temp Roof/Vapor Barrier, Bonded Insulation, Bonded Roof Cover 36 3C "ncrete New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 37 4A L tic New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 38-39 4B L tic New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 40 4C L tic New,' Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 41-44 SA C IF New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 45 5B C IF New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 46 5C C IF New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 46 SO C V F New, Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 47 6A Gypsum Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 48.49 6B G1, psum Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 50 6C G psum Reroof (Tear -Off) C Mech. Attached Insulation, Bonded Roof Cover 51 6D Gypsum Reroof (Tear -Off) E Non -Insulated, Meth. Attached Base Sheet, Bonded Roof Cover 51 7A V "rious Recover A-1 Bonded Insulation, Bonded Roof Cover 52-57 7B V "rious Recover F Non -Insulated, Bonded Roof Cover 57 The followin¢ notes apply to the systems outlined herein: 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 (shall be documented through proper codified and/or FBC Approval documentation. noted, fasteners and stress plates for insulation attachment shall be as follows. Fasteners shall be of sufficient length for the following engagements: Vood 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. teel 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. Iructural 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 with Hex Plate or 3" Round Insulation Plate, Trufast HD or CIF 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 manufacturer's published Installation instructions. Evaluation Report 3520.03.04-1121 for FL2533-R20 thorization #32455 6TM EDITION (2017) FBC NON-HVHZ EVALUATION Revision 21: 06/20/2018 Robert Nieminen, PE-59166 CertainTeed Flintlastic® Modified Bitumen Roof Systems; (610) 651-5847 Appendix 1, Page 1 of 57 1. The roof roof dec 2. Unless o'herwise ➢ I ➢ ➢ NEMO ETC, LL Certificate of � Prepared by: ONEm'' o etc. 11 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 CIA 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 maybe 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 structuraldeck 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 ofthe Authority Having Jurisdiction. Load resistance ofthe roof deck shall be documented through proper codified and/or FBC Approval documentation. 5. Preliminary Insulation attachment for System Type D: Unless otherwise noted, refer to Section 2.2.10.1.3 of FM Loss Prevention Data Sheet 1-29 (January 2016). 6. Unless otherwise noted, insulation adhesive application rates are as follows. Ribbon or bead width is at the time of application; the ribbons/beads shall expand as noted in the manufacturer's published instructions. ➢ Hot asphalt (HA): Full coverage at 25-30lbs/square ➢ 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. Y Dow INSTA-STIK Quik Set Insulation Adhesive (D-IS): Continuous 0.75 to 1 inch wide ribbons, 12-inch o.c. ➢ Millennium One Step Foamable Adhesive (M-OSFA): Continuous 0.25 to 0.5-inch wide ribbons, 12-inch o.c. Y Millennium PG-1 Pump Grade Adhesive (M-PG1): Continuous 0.5 to 0.75-inch wide ribbons, 12-inch o.c. ➢ OMG OlyBond 500 or OlyBond Green (OB500): Continuous 0.75-inch wide ribbons, 12-inch o.c. (PaceCart or SpotShot) ➢ ICP Adhesives CR-20: Continuous 2.5 to 3-inch wide ribbons, 12-Inch o.c. ➢ Note: When multiple loyers(s) of insulation and/or coverboard are installed in ribbon -applied adhesive, boards shall be staggered from layer -to -layer. I ➢ 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 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 Pliodeck (A-PD) @ 12-inch o.c. MDP -105.0 psf (Min. 1.0-inch) Y Ashland Pliodeck (A-PD) @ 6-inch o.c. MDP -277.5 psf (Min. 1.0-inch) ➢ Dow INSTA-STIK Quik Set Insulation Adhesive (D-I5): MDP -120.0 psf (Min. 1.0-inch) ➢ Millennium One Step Foamable Adhesive (M-OSFA): MDP -157.5 psf (Min. 1.0-inch) ➢ Millennium PG-1 Pump Grade Adhesive (M-PGI): MDP -157.5 psf (Min. 1.0-inch) OMG OlyBond 500 (OB500): MDP -45.0 psf (Min. 0.5-inchMulti-Max FA3) ➢ OMG OlyBond 500 (OB500): MDP -187.5 psf (Min. 0.5-Inch ISO 95+GL) ➢ OMG OlyBond 500 (OB500): MDP -315.0 psf (Min. 0.5-inch ENRGY 3) Y OMG OlyBond 500 (OB500): MDP -487.5 psf (Min. 0.5-inch ACFoam II) ➢ ICP Adhesives CR-20: MDP -117.5 psf (Min. 1.0-inch) B. 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 (lanuary 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 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, LLC Certificate of Authorization f132455 6-EDITION (2017) FBC NON-HVHZ EVALUATION Prepared by: Robert Nieminen, PE-59166 CertainTeed Flintlastic° Modified Bitumen Roof Systems; (610) 651-5847 professional shall review the data for comparison to the I Evaluation Report 3520.03.04-R21 forFL2533-R20 Revision 21:06/20/2018 Appendix 1� Page 2 of 57 I I *ONEMOJetc. 12. For exis ing substrates In a bonded recover or re -roof installation, the existing roof surface or existing roof decks h a I I be examined for compatibility and bond performance with the selected adhesive, and the existing roof Sys em (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/5P I IA-1, ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124. 13. For Con I ete Deck or Recover Applications using System Type D, the insulation is optional. I 14. Lightwe ght 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 topcoat thickness is 2-inches. For LW lover structural concrete, reference Is made to FBC Section 1917.4.1, Point 1 15. Unless c therwise noted, refer to the following references for bonded base, ply or cap sheet applications. �.j REFERENCE LAYER CERTAINTEED FUNTLASTIC" N40DIFIED BITUMEN COMPONENTS & APPLICATION METHODS MATERIAL APPLICATION BP_ AA i Base Glasbase; All Weather/Empire Base; Flexiglas Base; Flintlastic Base 20 Hot asphalt at 20-40 Ibs/square Ply One or more Flintglas Ply4; Flintglas Premium Ply 6 (Bue ap iPlysheets,Asphalt-Applied) Bp-qA Base Yosemite Venting Base Hot asphalt in 24-inch diameter spots in 30- (ap!'A ut-Asphalt-Applied) inch grid pattern BP -AA Base Yosemite Venting Base Hot asphalt in 9-Inch diameter spots in grid (13ase,5 olt-Asphalt-Applied) pattern noted herein. BP -AA Base Yosemite Venting Base Hot asphalt in 9-Inch wide ribbons spaced (ease, St Ip-ASPhalt.Applied) as noted herein. BP -CA Base/Ply Glasbase; All Weather/Empire Base; Flexiglas Base; Flintlastic Base 20 Henry#903 Adhesive at 1.5 gal/square l Base/Ply Glasbase; All Weather/Empire Base; Flexiglas Base; Flintlastic Base 20 Millennium Hurricane Force Membrane BP Adhesive, beads spaced 6-Inch o.c. Base Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base Ply One or more Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base �art-Applied) 585- Hot asphalt at 20-40 Ibs/square Cap Flintlastic Cap 30; Flintlastic Cap 30 CoolStar; Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar; Flintlastic FR Dual (sas,a Cap; Flintlastic FR-P; Flintlastic FR-P CoolStar; Flintlastic Premium FR-P; Flintlastic Premium FR-P CoolStar, Flintlastic GMS; Flintlastic ISMS CoolStar Base Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base Note: Base ply cures overnight prior to application ofthe ply or cap ply. li FlintBond Brush or Karnak No. 81 Cold SBS 1 Process Modified Bitumen Adhesive Brush Ply Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base (SeS, Col iAPPlied) Grade at 1 gal/square 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; FlintlasticGMS; Flintlastic GMS CoolStar Base Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base Ply Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base SBS-C (SeS, col 2 'Apple d) Hry #903 Adhesive at 1.5 gal/square. Henry Cap Flintlastic Cap 30; Flintlastic Cap 30 CoolStar; 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, LL� Evaluation Report 3520.03.04-R21 for FL2533-R20 Certificate of thorizatlon #32455 691 EDITION (2017) FBC NON-HVHZ EVALUATION Revision 21: 06/20/2018 Prepared by: Pobert Nieminen, PE-59166 CertainTeed Flintlastic° Modified Bitumen Roof Systems; (610) 6SI.5847 Appendix 1, Page 3 of 57 TABLE IE-2: ....REROOF (TEAR -OFF) OR RECOVER ONEMOjetc. system Deck SYSTEMTYPEE: NON -INSULATED, MECHANICALLY ATTACHED Base Sheet BASE SHEET, BONDED ROOF COVER Roof Cover (Note 14) MDP No. (Note1) Base Fasteners Attach Ply Cap (psf) Flintfast 3 In. Insulation Plates with (Optional) BP- I 15/32-inch plywood Glasbase; Flexiglas; Flintlastic FlintFast #12 or #14; Trufast 3" Metal 6-inch o.c. at 4-inch lap and 6-Inch o.c. in three AA, SBS-AA, SBS-AA, SBS- W-89 a ir• 24-Inch spans Base 20; Poly SMS Base; Ultra Insulation Plates with DP or HD; OMG 3 (3), equally spaced, staggered center rows SBS-TA or TA or APP-TA -97.5 Fax Poly SMS Base; Yosemite in. Round Metal Plates with OMG #14 HD APP-TA in. 15/32-Inch plywood OMG 3 In. Round Metal Plates with OMG 6-Inch o.c. at 4-Inch lap and 6-inch o.c. in three W 90 a max 24-inch spans Flintlastic APP Base T #14 HD (3), equally spaced, staggered center rows. APP-TA APP-TA -97.5 Glasbase; Flexiglas; Flintlastic Flintfast 3 in. Insulation Plates with (Optional) BP - W 91 IV in. 15/32-inch plywood max Base 20; All Weather / Empire #14; Trufast 3" Metal Insulation Flates 8-inch o.c. at 4-inch lap and 8-inch o.c. at three or SBS-AA or SBS-TA - -97.5 a 24-inch spans Base; Poly SMS Base; Ultra Poly Plates with Trufast HD w (3) equally spaced, staggered center rows SBS5B6-AA SBS-TA SMS Base; Yosemite I� in. 19/32•fnch plywood Glasbase; Flexiglas; Flintlastic 7-inch o.c. at 3-inch lap and 7-inch o.c. In three BP -AA, SBS- SBS•AA, 685- W-92 a ii max 24-inch spans Base 20; Poly SMS Base; Ultra Note 2 (3), equally spaced, staggered center rows AA, SBS-TA or TA or APP-TA -105.0 Poly SMS Base; Yosemite APP TA in. 19/32-inch plywood OMG 3 In. Round Metal Plates with OMG 7-inch o.c. at 3-Inch lap and 7-inch o.c. in three W-93 a max 24-inch spans Flintlastic APP Base T #14 HD or Dekfast Hex Plate with Dekfast (3), equally spaced, staggered center rows APP-TA APP-TA -105.0 Flintfast 3 in. Insulation Plates with (Optional) BP - iin. IS/32-Inch plywood Glasbase; Flexiglas; Flintlastic tic FlintFasi #12 or #14; Trufast 3" Metal 6-inch o.c. at 4-Inch lap and 6-inch o.c. In four AA, SBS-AA, SBS-AA, SBS- 94 a max 24•inch spans Base 20; Poly SMS Base; Ultra Insulation Plates with DP or HD; OMG 3 (4), equally spaced, staggered center rows SBS-TA or TA or APP-TA -127.5 Poly SMS Base; Yosemite in. Round Metal Plates with OMG #14 HD APP-TA iIn. 15/32-inch plywood OMG 3 In. Round Metal Plates with OMG 6-inch o.c. at 4-inch lap and 6-inch o.c. in four W 9S a max 24-Inch spans Flintlastic APP Base T #14 HD (4), equally spaced, staggered center rows. APP-TA APP-TA -127.5 COLbAPPDED YSTEIAs ' Glasbase; Flexiglas Base; . 15/32-inch plywood Flintlastic Base 20; All Weather/ Flintfast 3 in. Insulation Plates with o.c. at 4-inch lap and B-inch o.c. in three (Optional) W 96 a max 24-inch spans Empire Base; Yosemite Venting FlfntFast #12 or #14; Trufast 3" Metal T.-.)nch equally spaced, staggered center rows SBS-CAS SBS-CAI -52.5 Base; Flintlastic Poly SMS Base; Insulation Plates with DP or HD Flintlastic Ultra Poly SMS Base System it TABLE Deck . ' IF: WOOD DECKS — NEW CONSTRUCTION SYSTEM TYPE F: NON -INSULATED, BONDED OR REROOF (TEAR -OFF) ROOF COVER Cover (Note 14) No. (Note.i) PrimerRoof Base Ply fNDP (psi) Cap W-97 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-98 Min. 15/32-inch plywood at max 24-inch spans FlintPrime or FlintPrime SA SBS-SA (Optional) SBS-SA SBS-SA -127.5 NEMO ETC, u L C Evaluation Report 3520.03.04-R21 for FL2533-1120 Certificate off uthorizatlon #32455 6-EDITION (2017) FBC NON-HVHZ EVALUATION Revision 21: 06/20/2018 Prepared by: Robert Nleminen, PE-59166 CertainTeed Flintlastic® Modified Bitumen Roof Systems; (610) 651-5947 Appendix 1, Page 17 of 57