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Home My WebLink AboutREVISION - BUILDING PERMITOFFICE USE ONLY: DATE FILED: PERMIT # REVISION FEW ` RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DMSION 2300 VIRGINIA AVENUE FORT PIERCE FL 34982.5652 (772)462.1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION SCANNED LOCATION/SITEpy St Lucie County ADDRESS: DETAILED DESCRIPTION OF PROJECT REVISIONS: trod 0w.ar CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: BUSINESS NAME: QUALIFIERS NAME: ADDRESS: CITY: STATE: _ PHONE (DAYTIME): OWNER/BUILDER INFORMATION: NAME: ADDRE S- — p CITY: ST PHONE (DAYTIME: ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: PHONE (DAYTIME): SLCCC: 9123109 Revised 06130/17 STATE: ST. LUCIE CO CERT. #: FAX: FAX: FAX: ZIP: ZIP: ZIP: illorida Building Code On - Page 1 of 2 aCIS Home i Wit in i user Repistmnon I Hot Topins I Submit SUMhaMe ; suits a Fads I Pub i.d.mo I coned es I ms sits Map 1,99E, A t$raTl�D dt',' a V VLICi �tlIYfCO r rsr Product Approval s USER: p M=Ds=r St. Lucie County �==p Pmdua poorovM Menu > Product or Aoo* ration search > A,rripron List > ApParanon 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 FL2533-R23 Revision 2017 Approved (J CertainTeed Corporation -Roofing 20 Moores Road Malvern, PA 19355 (610) 893-5400 ` mark.d.harner@saint-gobain.com Mark Hamer mark.d.harner@saint-gobain.com ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR C CE REVIEWED BY DATE PLANS AND PERM MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE Mark D. Hamer 18 Moores Road MalvernPA 19355 , (610) 651-584747 ZV18110N Mark.D.Hamer@sai t 9 i Roofing Modified Bitumen Roof System Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC T'i f Quality Assurance Contract Expiration Date 11/13/2022 Validated By John W. Knezevich, PE 9 Validation Checklist- Hardcopy f}PceHeld..3�.�� 1y� �"�yl �.�• Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL2533 R23 COI 2019 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 https://www. floridabuilding. org/prlpr_app_dtl.aspx?param=wGEV XQwtDgvweIwR FXR... 11 /21 /2019 Florida Building Code On',`Page 1 of 1 BOS Home i W,1n i User Ra9ktratlan Hot Topics Submit Surchar0e i Stats&Facts i Publications Contact Us acts Site We i-mis I Search dRDfICid ;y fy •'r Product Approval R USER: Public User PubductApproval Menu > product or Application Search > Application list Search Criteria Code Version 2017 Application Type ALL Category ALL Application Status ALL Quality Assurance Entity ALL Product Model, Number or Name ALL Approved for use in HVHZ ALL Impact Resistant ALL Other ALL Search Results - Aoolications Refine Search FL# 2533 Product Manufacturer ALL Subcategory ALL Compliance Method ALL Quality Assurance Entity Contract Expired ALL Product Description ALL Approved for use outside HVHZ ALL Design Pressure ALL FL# Tvoe Manufacturer Validated By to s FL2533-R23 Revision CertainTeed Corporation -Roofing John W. Knezevich, PE Approved History Category: Roofing (954] 772-6224 Subcategory: Modified Bitumen Roof System *Approved by Cali Approvals by Cabo shall be reviewed and ratified by Me POC and/or the Commission If necessary. Coined Us :: 2501 Blair Stone Rued. Tallaha=sec Fl 32399 phone: 850-487-1824 The State of Flonda is an WEED emplayer. Cowtlont 2007-2013 State of Florida.:: privacy Statement :: Accessibility Statement :: Rehmd Statement Under Florida law, email addresses are public records. If you do not want your a -mall 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 mall. If you have any questions, please contact 850.487.1395.'pursuant to Section 455.275 (1), Florida Statutes, efledive 0nober 1, 2012, licensees licensed under Chapter 455, F.S. must provide Me Department with an email address a 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 Me 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. produce Approval Accepts: ® = 0_; Ed M Credit Card Safe W: ZZI I;. ��r ., 59 AIMT, =xey*ll https://www.floridabuilding.org/t) r_app_lst.aspx 11/21/2019 ,Florida Building Code Or'' Page 2 of 2 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products I Method 1 Option D 06/20/2019 06/20/2019 06/22/2019 08/13/2019 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 R23 II 2012 06 EINAL Al ER C RTAI TE D MODBIT FL 33 R2 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 EL2533 R23 AE 2019 06 FINAL ER CERTAINTEED MODBIT FL2533- R23.pddf 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 :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-482-1824 The State of Florida a as AA/EEO employer. CowrI 2002-2013 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Honda 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 nee office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant N section 455.275 (1), Honda Statutes, effective October 1, 2012. licensees licensed under chapter 455, F.S. must provide the Deportment wine an email address if May have one. the emails provided may be used for official communication with the licensee. However email addresses are public mmm. It you do not wish to supply a personal address, please provide the Department with an email address which can be made available to Me public To determine It you are a licensee under chapter 455, F.S., please ctick ere-. Proi Approval Accepts: W9 ICI gnn Credit Card Safe i� 3iA '' ` p y f 1 � h 4 T !1 https://www.floridabuilding. org/pr/Pr_app_dtl.aspx?param=wGE V XQwtD gvweIwRFXR... 11 /21 /2019 k � OONEMO etc. TABLE DECK APPLICATION TYPE DESCRIPTION PAGE 1A Wood New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 5 �B Wood New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Banded Insulation, Bonded Roof Cover 6-8 C Wood New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 9 D Wood New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 30-11 E Wood New, Reroof (Tear -Off) or Recover D Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 12-14 -' d ew, Re .Ter -Oft) Non-1 a ffied, Mec , Attac ed &TSCS t, Bonded Roo Cover 1 -2 Wood New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 18-19 #G Wood New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 19 A Steel or Structural concrete New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 20-22 B Steel or Structural concrete New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 23-27 jC Steel or Structural concrete New, Reroof (Tear -Off) or Recover D Insulated, Mech. Attached Base Sheet, Banded Roof Cover 28-30 i'A Structural concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 31-38 B Structural concrete New or Reroof (Tear -Off) A-3 Bonded Temp Roof/Vapor Barrier, Bonded Insulation, Bonded Roof Cover 38 C 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 4 Lightweight concrete New, Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 47-52 4 Lightweight concrete Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 52 5 Cementitious wood fiber New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 53 5 Cementitious wood fiber New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 54 5 Cementitious wood fiber New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 55 56 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 6 Existing gypsum Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 58-59 Ed, Existing gypsum Reroof (Tear -Off) C Mech. Attached Insulation, Bonded Roof Cover 59 6 Existing gypsum Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 60 7q Various Recover A-1 Bonded Insulation, Bonded Roof Cover 61-67 7131 Various Recover F Non -Insulated, Bonded Roof Cover 67 NEMO C, LLC Certific to of Authorization 032455 Prepare by: Robert Nieminen, PE-59166 6`" EDITION (2017) FBC NON-HVH2 EVALUATION CertainTeed Flintlastic° Modified Bitumen Roof Systems; (610) 651-5847 Evaluation Report 3520.03.04-R24 for FL2533-R23 Revision 24: 06/20/2019 Appendix 1, Page 1 of 67 2. 3. NNEMO etc. 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 : shall be documented through proper codified and/or FBC Approval documentation. !ss otherwise noted, fasteners and stress plates for insulation attachment shall be as follows. Fasteners shall be of sufficient length for the following engagements: Wood Deck: OMG #14 Roofgrip with Flat Bottom Plate (Accutrac), ON G HD with OMG 3 In. Galvalume Steel Plate, Dekfast 914 with Hex Plate or 3" Round Insulation Plate, Trufast HD with Trufast 3" Metal Insulation Plates or FlintFast #14 Fastener with FlintFast 3" Insulation Plates. Minimum 0.75-inch plywood penetration or minimum 1-inch wood plank embedment. Steel Deck: OMG #12 or H14 Roofgrip with Recessed or Flat Bottom Plate (Accutrac), OMG #12 Standard or HD with OMG 3 in. Galvalume Steel Plate, Dekfast #12 or H14 with Hex Plate or 3" Round ,Insulation Plate, Trufast DP or HD with Trufast 3" Metal Insulation Plates or FlintFast P12 or #14 Fastener with FlintFast 3" Insulation Plates. Minimum 0.75-inch steel penetration and engage the top flute of the steel deck. Structural Concrete: OMG #14 Roofgrip with Recessed or Flat Bottom Plate (Accutrac), OMG HD or CD-10 with OMG 3 in. Galvalume Steel Plate, Dekfast H14 or DekSpike with Hex Plate or 3" Round Insulation 'Plate, Trufast HD or CF with Trufast 3" Metal Insulation Plates or FlintFast #14 Fastener with FlintFast 3" Insulation Plates. Minimum 1-inch embedment. Fasteners Installed with a pilot -hole in accordance with the fastener manufacturer's published installation instructions. !ss otherwise noted, insulation may be any one layer or combination of polyisocyanurate, polystyrene, wood fiberboard, perlite, GlasRac Roof Board or gypsum -based roof board that meets the OA requirements 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. lVinimum 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), hereby 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. S. Freliminary 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 manufacturers published instructions D 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. D Dow INSTA-STIK Quik Set Insulation Adhesive (D-IS): Continuous 0.75 to 1 Inch wide ribbons, 12-inch o.c. D ICP Adhesives Polyset BOARD -MAX: Continuous 3-inch ribbons,12-Inch o.c. D ICP Adhesives Polyset CR-20: Continuous 2.5 to 3-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. ➢ Millennium PG-1 Pump Grade Adhesive (M-PG3): Continuous 0.5 to 0.75-Inch wide ribbons, 12-inch o.c. D OMG OlyBond 500 or OlyBond Green (OB500): Continuous 0.75-inch wide ribbons,12-inch o.c. (PaceCart or SpotShot) D Note: When multiple loyers(s) of insulation and/orcoverboard areInstalled in ribbon-opplled adhesive, boards shall be staggeredfrom layer-to-loyer. D Note: The maximum edge distance from the adhesive ribbon to the edge of the Insulation board shall be not less than one-half the spedJled ribbons spacing. 7. nless otherwise noted, all insulations are flat -stock or taper board of the minimum thickness noted. Tapered polylsocyanurate at the following thickness limitations may be substituted with the following Maximum ( esign Pressure (MDP) limitations. In no case shall these values be used to 'increase' the MOP 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 maybe 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) ➢ Ashland Pliodeck (A -PO) @ 6-Inch o.c. MDP -277.5 psf (Min. 1.0-inch) D Dow INSTA-STIK Quik Set Insulation Adhesive (D-IS): MDP -120.0 psf (Min. 1.0-Inch) D ICP Adhesives Polyset CR-20: MDP -117.5 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-PGS): MDP -157.5 psf (Min. 1.0-Inch) D OMG OlyBond 500 (013500): MDP -45.0 psf (Min. 0.5-Inch Multi -Max FA3) D OMG OlyBond 500 (OB500): MDP -187.5 psf (Min. 0.5-inch ISO 95+GL) D OMG OlyBond 500 (OB500): MDP -315.0 psf (Min. 0.5-Inch ENRGY 3) D OMG OlyBond 500 (08500): MDP -487.5 psf (Min. 0.5-inch ACFoam II) NEMO C, LLC i Evaluation Report 3520.03.04-R24 for FLZ533-RZ3 Certificate of Authorization #32455 6r"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 *NEMOrI � etc. 8. Bonded polyisocyanuratelnsulation boards shall be ma 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 WD3, FM Loss Prevention Data Sheet 1-29 and Roofing Application Standard RA5 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 AN51/SPRI FX-1 or Testing Application Standard TAS 105. 12. or 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 oaf 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 NSI/SPRI IA-1, ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124. 13. or Concrete Deck or Recover Applications using System Type D, the insulation is optional. 14. ightweight 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. Ior LWC over structural concrete, reference is made to FBC Section 1917.4.1, Point 1. For "pre-existent" LWC references, listings were established through testing over lightweight concrete cast using only foaming gent (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 I new construction or re -roof (tear -off) applications is at the discretion of the Designer of Record and Authority Having Jurisdiction. 15. L+nless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications. lf a REFERENCE LAYER MATERIAL APPLICATION BP -AA (Base and Pry 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, Sppt-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 lease. 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 ISBS, Asphalt -Applied) Base Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base asphalt at 20-401bs/square Ply One or more Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base Cap Flintlastic FR Cap 30; Flintlastic FitHot 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 SIC, LLC Certificate of Authorization #32455 Prepare I by: Robert Bl eminen, PE-59166 6'" EDITION (2017) FBC NON-HVHZ EVALUATION CertainTeed Flintlastic® Modified Bitumen Roof Systems; (610) 651-5847 Evaluation Report 3520.03.04-R24 for FL2533.R23 Revision 24: 06/20/2019 Appendix 1, Page 3 of 67 16. V i �5 � tir v v, Y ®MEMO I etc. REFERENCE LAYER MATERIAL APPLICATION Base Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base Note: Base ply cures overnight prior to application of the ply or cap ply. SBS-CAI (SBS,Ctxd-Applied) ply Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base Cold Emcee nd Brush or Karnak No. 81Adhesive Process Modified Bitumen Adhesive Brush 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, Flintlastic GMS; Flintlastic GMS CoolStar Base Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base SBS-CA2 Pas. Cold Applied) Ply Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base Henry #903 Adhesive at 1.5 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, Flintlastic GMS; Flintlastic GMS CoolStar Base Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base SBS-CA3 Ply Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base Millennium Hurricane Force Membrane (SBS, Cold Applied) Adhesive, beads spaced 6-Inch o.c. 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 Coo(Star Base Flintlastic Ultra Poly SMS Base; Flintlastic Base 20 T SBS-TA (SBS,Torch-Applied) 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 Base One or more Flintlastic APP Base T; Flintlastic STA; Flintlastic STA Plus APP-TA (App, Torch -Applied) Torch -Applied Cap Flintlastic STA; Flintlastic STA Plus; Flintlastic GTA; Flintlastic GTA CoolStar; Flintlastic GTA-FR; Flintlastic GTA-FR CoolStar SBS-SA-H (505, Se16Adhedng, Hybrid Systems) Base/Ply Black Diamond Base Sheet; Flintlastic Ultra Glass SA Self -Adhering SBS-SA Isar Self-Adhedng) 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 por barrier options for use over structural concrete deck followed by adhered insulation carry the following MDP limitations. The lesser of the MOP listings below vs. those in Table 3A applies: e. rADHERED g. • OPTION PRIMER, It VAPOR BARRIER INSULATION ADHESIVE MDP (PSF) TYPE ATTACH VB-1. FIIntPrime Flintlastic SA PlyBase Self -adhering OB500, 12-inch o.c. -82.5 VB-2. FIintPrime Flintlastic GTA Torch -applied M-OSFA or M-PG3, 12-inch o.c. -420.0 VB-3. FIIntPrime Flintlastic Base 20 T, Flintlastic FR Cap 30 T or Flintlastic GTS I Torch -applied M-OSFA or M-PG3, 12-Inch o.c. -495.0 17. " DP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609 for determination of design wind loads. NEMO ETC, LLC Evaluation Report 3520.03.04-R24 for F1.2533-1323 Certificate of Authorization 032455 6r" EDITION (2017) FBC NON-HVH2 EVALUATION Revision 24: 06/20/2019 Prepare I by: Robert Nieminen, PE-59166 CertainTeed Flintlastic® Modified Bitumen Roof Systems; (610) 651-5847 Appendix 1, Page 4 of 67 11 0 ® *NEMO etc. WOOD .REROOF (TEAR -OFF) SYSTEM TYPE NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER 5Ystem Oeck (. - '�,0ase Sheet . Roof Cover (Note 15) MDP o• ,(Note 11 Base - 174t¢ ers Attach Ply Cap (Psf) ' W. 8 /32-Inch plywood at Glasbase; Flexiglas; Flintlastic Base 20; All Weather/ Empire t'�b 32 ga.,1-5/8-igch dia. tin caps .. 8-inch o.c. at 4-Inch lap and 8-inch o.c. in three BP -AA, SBS-AA, SBS-AA, 585-TA 4-inch spans Base; Poly SMS Base; Ultra Poly with 11 ga: annular ring shank r -a. (3), equally spaced, staggered center rows SBS-TA or APP- or APP-TA -60.0 SMS Base; Yosemite Venting Base nails S1 TA Glasbase; Flexiglas; Flintlastic Cap riails�i'inch diameter, 9 Min. 15/32-inch plywood at Base 20; All Weather/ Empire 0.032-inch thick metal cap with 6-Inch o.c. at 4-Inch lap and 6-inch o.c. at five onal) BP- (Optional) or SBS- max 24-Inch spans Base; Poly SMS Base; Ultra Poly 0.120-Inch shank diameter, (5) equally spaced, staggered center rows ,(OSBS-AA AA, SBS-AA or TA -67.5 SMS Base; Yosemite Venting Base annular ring shank nails. Glasbase; Flexiglas; Flintlastic Se c 1119 ca s BP -AA, SBS-AA, VIRMQW-1 a_ nails a a _ u s[a ere c nt row SMS Base; Yosemite Venting Base Glasbase; Flexiglas; Flintlastic 8I Min. inch exterior grade Base 20; All Weather/ Empire Simplex MA%%Cap 6-Incho.c.s lap and 6-inch o.c. in two (Optional) BP - SBS-AA, SBS-TA od at plywood plywood at max. 24-inch spans Base; Poly SMS Base; Yosemite aced, (2) equally spaced, staggered center rows AA, SBS-AA, SBS- or APP-TA -90.0 Venting Base 7A °r APP-TA W 8 Min. 15/32-inch exterior grade Flintlastic APP Base T Simplex MAXX Ca p p 6-inch o.c. at 2-inch lap and 6-inch o.c. in two (Optional) APP- APP-TA plywood at max. 24-inch spans (2), equally spaced, staggered center rows TA -90.0 W-g Min. 19/32-inch plywood at Glasbase; Flexiglas; Flintlastic Base 20; All Weather/Empire 32 ga., tin caps s 1-5/8-Inch dla. p, 4-inch o.c. at 3-Inch lap and 4-Inch o.c. in four BP -AA SBS-AA, SBS-AA, SBS-TA max 24-inch spans Base; Poly SMS Base; Ultra Poly with 11 ga. annular ring shank nails (4), equally spaced, staggered center rows -TA or APP- or APP-TA -105.0 SMS Base; Yosemite Venting Base TABS Glasbase; Flexiglas; Flintlastic W-8 Min. I5/32-Inch exterior grade Base 20; All Weather/ Empire Sim Simplex MAXX Cap 6-inch o.c. at 2-Inch lap and 6-inch o.c. in three (Optional) BP - AA, SBS-AA, SBS- SBS-AA, SBS-TA plywood at max. 24-Inch spans Base; Poly SMS Base; Yosemite (3), equally Spaced, staggered center rows or APP-TA -105.0 I Venting Base TA °r APP-TA w 85I Min. 15/32-inch exterior grade 24-Inch Flintlastic APP Base T Simplex MA%X Ca p p 6-Inch o.c. at 2-inch lap and 6-inch o.c. in three (Optional) APP- APP-TA -105.0 plywood at max. spans (3), equally spaced, staggered center rows TA NEMO ETC, LLC Evaluation Report 3520.03.04-R24 for FLZ533-RZ3 Zertifica a of Authorization d32455 6 "EDITION (2017) F8C NON-HVHZ EVALUATION Revision 24: 06/20/2019 'repave by: Robert Nieminen, PE-59166 Certaln7eed Flintlastic* Modified Bitumen Roof Systems; (610) 651-SO47 Appendix 1, Page 17 of 67 r. ONEMO I etc. TA . .. ... E SiSTEMTYPEE: KON-INSULATED; MECHA�ICAULY ATTACHED BASE SHEET, BONDED ROOF COVER sytem Dec Base Sheet' Roof Cover (Note 15) MDP o. (Na Base Fasteners,;`,` Attach Ply Cap (PSf) SE-AOHERINGSYSTEMS: .-tz> 8-Inch o.c. at min. 3-inch lap and 8-inch o.c. in W. 6 Min. 1 lywood Flintlastic SANailBase Note �J two (2), equally spaced, staggered center rows. (Optional) SBS-SA -82.5' at max 2 - spans -:J Stress plates shall be primed with FlintPrime SBS-SA (ASTM D41) primer or FlintPrime SA Flintfast 3 in. Insulation Plates with 6-inch o.c. at min. 2-Inch lap and 6-Inch o.c. in W 7 Min. 15/32-inch plywood Flintlastic SA NailBase FlintFast #12 or #14; Trufast 3" Metal three (3), equally spaced, staggered center rows. (Optional) SBS-SA -97.5' at max 24-inch spans Insulation Plates with DP or 1-10; OMG 3 Stress plates shall be primed with FlintPrime SBS-SA In. Round Metal Plates with OMG #14 HD (ASTM D43) primer or FlintPrime SA. _ Flintfast 3 in. Insulation Plates with 6-Inch o.c. at min. 2-Inch lap and 6-Inch o.c. in W-7Min. W 8 15/32-inch plywood 'I Flintlastic SANailBase FlintFast #12 or #14; Trufast 3" Metal four (4), equally spaced, staggered center rows. (Optional) 5B5-SA -127.5' at max 24-Inch spans Insulation Plates with DP or HD; OMG 3 Stress plates shall be primed with FlintPrime SBS-SA In. Round Metal Plates with OMG #14 HD (ASTM D41) primer or FlintPrime SA. HYB Ia SYSTEMS: Glasbase; Fleziglas; Flintlastic Flintfast 3 in. Insulation Plates with 6-inch o.c. at 4-inch lap and 6-inch o.c. In three W-SI Min. 15/32-inch plywood Base 20; Poly SMS Base; Ultra FlintFast N12 or lt14; Trufast 3" Metal (3), equally spaced, staggered center rows. SBS-SA-H SBS-AA, SBS- -97.5 at max 24-inch spans poly SMS Base Insulation Plates with DP or HD; OMG 3 Stress plates shall be primed with FlintPrime TA or APP-TA in. Round Metal Plates with OMG #14 HD (ASTM D41) primer or FlintPrime SA. W 90 Min. 19/32-Inch I plywood Glasbase; Fleziglas; Flintlastic Base 20; Poly SMS Base; Ultra Note 2 7-inch o.c. at 3-inch lap and 7-Inch o.c. in three 5B5-SA-H SBS-AA, SBS- -105.0 a[ max 24-inch spans Poly SMS Base (3), equally spaced, staggered center rows TA or APP-TA Glasbase; Fleziglas; Flintlastic Flintfast 3 in. Insulation Plates with 6-inch O.C. at 4-Inch lap and 6-Inch o.c. in four W 9 Min. 15/32-inch plywood Base 20, Poly SMS Base; Ultra FlintFast #12 or #14; Trufast 3" Metal (4), equally spaced, staggered center rows. SB5-SA-H 5B5-AA, SBS- -127.5 at max 24-inch spans Poly SMS Base Insulation Plates with DP or HD; OMG 3 Stress plates shall be primed with FlintPrime TA or APP-TA I in. Round Metal Plates with OMG 414 HD (ASTM D41) primer or FlintPrime SA. CONY NTIONAL SYSTEMS: - Min.23/32-inch exterior Glasbase; All Weather/Empire BP-AA,SBS- W-9 grade plywood at max. Base; Fleziglas Base; Flintlastic Note 2 12-Inch at 4-Inch lap and 36-inch in two AA, SBS-TA or SB A, SBS- -30.0' 24-inch spans Base 20; Yosemite Venting Base ally roo.ws (2), equally spaced, staggered center rows APP TA or TA or APP-TA Min. 23/32-inch exterior Glasbase; All Weather/Empire BP-AA,SBS- W-93 grade plywood at max. Base; Flexiglas Base; Flintlastic Note 2 12-inch o.c. at 4-Inch lap and 24-inch o.c. in two SBS-TA or SBS-AA, SBS- -q5.0' 24-inch spans Base 20; Yosemite Venting Base (2), equally spaced, staggered center rows APP-TA TA or APP-TA W-94 Min. 23/32-Inch exterior grade plywood at max. Poly SMS Base; Ultra Poly SMS Note 2 12-Inch o.c. at 4-inch lap and 36-inch o.c. in two BP -AA, SBS- AA, 5B5-TA or SBS-AA, SBS- -45.0' 24-inch spans Base (2), equally spaced, staggered center rows APP-TA TA ar APP-TA NEMO C, LLC Certifica a of Authorization #32455 Prepared by: Robert Nieminen, PE-59166 6'"EDITION (2017) FBC NON-HVH2 EVALUATION CertainTeed Flintlastic• Modified Bitumen Roof Systems; (610) 651-5847 Evaluation Report 3520.03.04-R24 for FL2533-R23 Revision 24: O6/20/2019 Appendix 1, Page 18 of 67 �r u G1 NEMOetc. WOOD DEC SYSTEM TYPE E; NON -INSULATED, MECHANICALLY ATTACHED Bes, —HFFT, BONDED ROOF COVER Sy tem Deck �,'-a�' Base Sheet Roof Cover (Note 15) MDP o• ' (Note l) Base Sv .Fasteners - Attach Ply Cap IPA Glasbase; Flexigla�F(intlastic Flintfast 3In. Insulation Plates with (Optional) BP- W. 95 Min. 15/32-Inch plywood Base 20; Poly SMS Base; Ultra FIIntFast #12 or #14; Trufast 3" Metal 6-' h o.c. at 4-inch lap and 6-Inch o.c. in three AA, SBS-AA, SBS-AA, SBS- at max 24-inch spans Poly SMS Base; Yosemite Venting Insulation Plates with DP or HD; OM , equally spaced, staggered center rows SBS-TA or TA or APP-TA g7 5 Base in. Round Metal Plates with OMG _ APP-TA W 6 Min. 15/32-Inch plywood Flintlastic APP Base T OMG 3In. Round Metal Plates wit G 6-Inch o.c. at 4-inch lap and 6-Inch o.c. in three at max 24-Inch spans #14 HD (3), equally spaced, staggered center rows. APP-TA APP-TA -97.5 Glasbase; Flexiglas; Flintlastic Base 2 All Weather/ Empire Flintfast 3 in. Insulation Plates with 8-inch o.c. at 4-inch lap and 8-inch o.c. at three (Optional) BP - SBS-AA or W 7 at max 24-Inch s ans at x 24-i ch spans p o Base; Poly SMS Base; Ultra Poly y Y Trufast 3° Metal Insulation wth (3) equally spaced, staggered center rows AA, SBS-AA or 585-TA -97.5 SMS Base; Yosemite Venting Base Plates T Plates with Trufast HD SBS TA Glasbase; Flexiglas; Flintlastic W 8 Min. 19/32-inch plywood Base 20; Poly SMS Base; Ultra 7-inch o.c. at 3-inch lap and 7-inch o.c. in three BP-AA,SBS- 5B5-AA, SBS- at max 24-inch spans P Poly SMS Base; Yosemite Venting Y g Note 2 (3), equally spaced, staggered center rows AA, SBS-TA or TA or APP-TA -105.0 Base APP TA W 9 /32-inch Min. 19/32-Inch plywood Flintlastic APP Base T OMG 3 in. Round Metal Plates with OMG #14 HD or Dekfast Hex Plate with Dekfast 7-Inch o.c. at 3-inch lap and 7-Inch o.c. in three APP-TA APP-TA at max spans P #14 (3), equally spaced, staggered center rows -SO5.0 Glasbase; Flexiglas; Flintlastic Flintfast 3 in. Insulation Plates with (Optional) BP- W-1 0 Min. 15/32-Inch plywood Base 20; Poly SMS Base; Ultra FlintFast H12 or 414; Trufast 3' Metal 6-inch o.c. at 4-Inch lap and 6-Inch o.c. in four AA, SBS-AA, SBS-AA, SBS- at max 24-Inch spans Poly SMS Base; Yosemite Venting Insulation Plates with DP or HD; OMG 3 (4), equally spaced, staggered center rows SBS-TA or TA or APP-TA -127.5 Base in. Round Metal Plates with OMG #14 HD APP-TA W-1 1 Min. 35/32-Inch plywood Flintlastic APP Base T OMG 3 in. Round Metal Plates with OMG 6-Inch o.c. at 4-Inch lap and 6-Inch o.c. in four at max 24-Inch span, #14 HD (4), equally spaced, staggered center rows. APP-TA APP-TA -127.5 _.CO -APPLIED SYSTEM,: Glasbase; Flexiglas Base; W-1Q2 Min. 15/32-inch wood plywood Flintlastic Base 20; All Weather/ Empire Base; Yosemite Venting Flintfast 3In. Insulation Plateswith FIIntFast #12 or #14; Trufast 3" Metal 8-inch o.c. at 4-Inch lap and 8-Inch o.c. in three (Optional) ) at max 24-Inch spans Base; Flintlastic Poly SMS Base; Insulation Plates with DP or HD (3), equally spaced, staggered center rows SBS-CAI SBS-CAI -52.5 Flintlastic Ultra Poly SMS Base SYSTEM TYPE F: s BONDED ROOF COVER Sy tem` �'I' Deck - - Primer - Roof Cover(Note 15) - o. _ ,i. " (Note 1) 'Base PIY MOP (psf) Cap _ W-1 3 Min. 15/32-Inch plywood at max 24-Inch spans FlintPrime or FIIntPrime SA SBS-SA-H (Optional) SBS-TA, APP-TA SBS-TA, APP-TA -112.5 W-1 4 Min. 15/32-Inch plywood at max 24-Inch spans FlintPrime or FlintPrime SA SBS-SA (Optional) SBS-SA SBS-SA -127.5 LLC by: Robert Nleminen, PE-59166 6TM EDITION (2017) FBC NON-HVHZ EVALUATION CertainTeed Flintlastic• Modified Bitumen Roof Systems; (610) 6SI-5847 Evaluation Report 3520.03.04-R24 for FL2533.RZ3 Revision 24: 06/20/2019 Appendix 1, Page 19 of 67 w