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Home My WebLink AboutPA FL2533-R23' ,u m b SCiS Home Log In User Reg istrat€on tjotTaplcs i Submit surcharge Stats & Facts i Publi[aHans CvdtaCt Us BCIS Site Map i Links Search dbp S U r oductApprovat USER: PubGw user PrtxillEtl 6a YnYaI.L1ry1LL r Anni lca tl on List I Application Detail FL # FL2533-1123 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer CertalnTeed Corporation -Roofing AddressJPhone/£mail 20 Moores Road Malvern, PA 19355 (610)893-5400 mark.d.hamer@saint-gobain.com Authorized Signature Mark Hamer mark.d. harner@saint-gobain.com Technical Representative Mark D. Harner Address/Phone/Email 18 Moores Road Malvern, PA 19355 (610)651-5847 Mark-D.Hi3rner@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 Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 11/13/2022 Validated By ]ohn W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of independence F1.2538_S13OI_20d9—[�I CQT NIEMINEN.pP Referenced Standard and Year (of Standard) Standard ASTM D6162 ASTM D6163 ASTM D6164 ASTM D6222 ASTM D6509 FM 4470 Year 2008 2008 2011 2011 2009 2012 ales AWEa 3;d7j33tl Ienmddy Wnpo;d • aae >IDpa -,-Paid '•S•d 'S54 ja]deLD japun aasuaall a afe noA;! auluialap oL :ggnd alp aq alge[leAe -pew aq uea qa€gm ssaippe Jlewa ue Lp1M $uawyletlaa aya aplwad aseale 'ssa�ppe leuosiad e Alddns o; ysim iou op no/A •paoaaa al[gnd aae sassaappe 11ewa Jana MOH •aasuaxj alp LIJIM uoneatunwum lelajUo ao3 pasn aq Aew pap oid sllewa aq-L 'au0 aney AaLA ji ssauppe Ileuia ue LpIm zuawuedaa aq1 ap[Anad;sFiLu 5,� 'SSb -ja.qdetD aapun pasuaoll saasuaaq 'MZ 'T uagoq�(] anl;oa_Ua'saW44S QPPDIJ '(z)SLZ'SSb uopaas ua;uensind» 'S6ET'L$tr'D5R ZPe;uoo aseald `suol;san4 Aue aneq noA jI •pex leuol4!pe-4 Aq to auoy0 Aq ;4nWo ay] pe]uo] 'PeagsuI '1113ua Sly; o; Pew atuo�:Pala puas IOU op ';sQnbau spioaaa-aggnd a oa asuodsai u! pasealaa ssaappe slew -a unoA;ueM ]ou op noA;I'spuwaj 7!Ignd aae sassaippe pewa 'mel epuald -mPun w un� a :: u Ill 9 V :: u e;S Ij ! 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Lugn5 a42p Q uagdQ T poyaaW po43aW Ienojddy aanpadd apoD ayT uloa� sua!)nas AS paldl:PaD spiepueTs aanpa-id �0 aau4112A!n63 Moo, 1"AwAcKmENTREauip arms'mR MuD UpuFT Roi.sT4NCE TABLE DECK APPLICATION TVPE DESCRIPTION 1A Wood New or Reroof (Tear -Off) A-1 Bonded insulation, Bonded Roof Cover ONEMOjetC PAGE 5 1B Wood New or Reroof {Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, bonded Roof Cover 6-8 1C Wood New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Banded Top fnsu lotion, Bonded Roof Cover 9 1D Wood New, Reroof (TearOff)or Recover C Mech. Attached Insulation, Bonded Roof Cover 30-11 1E Wood New, Reroof (Tear -Off) or Recover D Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 12-14 1F-1 Wood New, Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bohded Roof Cover 15-17 1F-2 Wood New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech, Attached Base Sheet, Bonded Roof Cover 18-19 1G Wood New or Reroof (TearOff)F Non -Insulated, Bonded Roof Cover 19 2A Steel or Structural concrete New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Banded Top Insulation, Bonded Roof Cover 20-22 26 Steel or Structural concrete New, Reroof {Tear -Off) or Recover C Mech, Attached Insulation, Bonded Roof Cover 23-27 2C Steel or Structural concrete New, Reroof (Tear -Off) or Recover D Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 28-30 3A Structural concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 31-38 313 Structural concrete New or Reroof (Tear -Off) A-3 Bonded Temp Roof/Va par Barrier, Bonded Insulation, Bonded Roof Cover 38 3C StrrKtural concrete New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 39 4A Lightweight concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 40-43 4B Lightweight concrete New or Reroof {Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 44-46 4C Cightwelght concrete New, Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof C❑ver 47-52 4D Lightweight concrete Reroof (TearOff)or Recover E Non-Insu lated, Mech. Attached Base Sheet, Bonded Roof Lover 52 SA Cementitious wood fiber New or Reroof (Tear -Off) A Bonded Insulation, Banded Roof Cover 53 56 Cementitious wood fiber New or Reroof (Tear -Off) A•2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 54 5C Cementitious wood fiber New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 55 50 Cementitious wood fiber New, Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 55 6A Existing gypsum Reroof (Tear -off) A-1 Bonded Insulation, Bonded Roof Cover 56-58 6B Existing gypsum Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Banded Roof Cover 58-59 6C Existing gypsum Reroof (Tear -Off) C Mech. Attached Insulation, Bonded Roof Cover 59 61) Ex!sting gypsum Reroof (Tear -off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 60 7A Various Recover A-1 Bonded Insulation, Bonded Roof Cover 61-67 73 Various Recover F Non -Insulated, Bonded Roof Cover 67 IEMO ETC, LLC ertificate of Authorization #32455 repared by: Robert Nieminen, PE-59166 Evaluation Report Sr" EDITION (2017) FBC NON-HVFIZ EVALUATION CertairTeed Fllntlastic® Modified Bitumen Roof Systems; (610) 651-5847 3520.03A4-R24 for FL2533-R2 Revision 24: 06/20/202 Appendix 1, Page 1 of 6 ONF'Mojetc he following notes apply to the systems outlined herein: The roof system evaluation herein pertains to above -deck roof components. Roof decks shall be In accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance ofthe roc deck shall be documented through proper codified and/or FBC Approval dowaremation. Unless otherwise noted, fasteners and stress plates forinsulation attachment shall be as follows. Fasteners shall be of sufficient length for the following engagements: ➢ Wood Deck: OMG #14 Roofgrip with Fiat Bottom Plate (Accutrac7, OMG HD with OMG 3 in. Galvalume Steel Plate, Dekfast #14 with Hex Plate or 3" Round Insulation Plate, TrUTast HD with Tmfast 3 Metal Insulation Plates or Flintfast 414 Fastener with Flintfast 3" Insulation Plates. Minimum 0.75-inch plywood penetration or minimum ranch Wood plank embedment. ➢ Steel Deck: OMG 012 or#14 Roofgrip with Recessed or Hat Bottom Plate (Accutrac), OMG #12 Standard or HD with OMG 3 in, Galvalume Steel Plate, Dekfast#12 or d14 with Hex Plate or 3" Roun Insulation Plate, Trufast DP or HD with Trufast 3" Metal Insulation Plates or Flintfast 412 or 414 Fastener with FlintFast 3" Insulation Plates. Minimum 0.75-Inch steel penetration an engage the top flute ofthe steel deck. ➢ Structural Concrete: CMG #14 Roofgrip with Recessed or Flat Bottom Plate (Accutrac), OMG HD or CD-10 with OMG 3 in. Galvalume Steel Plate, Dekfast #14 or Dek5pike with Hex Plate or 3" Roo nd Insulatio 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 pile hole in accordance with the fastener manufacturer's published installation Instructions. Unless otherwise noted, insulation may be any one layer or combination of polyisocya nurate, polystyrene, woad fiberboard, perlite, GlasRoc Roof Board or gypsum -based roof board that meets the CA requirement of F.A.C. Rule 51G20-3 and is documented as meeting FBC 1505.1 and, for foam plastic, FBC Chapter 26, when installed with the roof cover. Minimum 200 psi, minimum 2-inch thick lightweight insulating concrete may be substituted for, or installed beneath rigid Insulation board for System Type D (mechanically attached rase sheet, bonded roof cover whereby the base sheet screws and plates are installed through the LW IC to engage the structural steel or concrete deck, The structural deck shall he of equal or greater configuration to the steel and concrete dec listings. Roof decks and structural members shall be In accordance with FBC requirements to the satisfaction ofthe Authority Having Jurisdlction. Load resistance ofthe roof deck shall be documented through prope codified and/or FBC Approval documentation. 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), Unless otherwise noted, insulation adhesive application rates are as follows. Ribbon or bead width is at the time of appllcation; the ribbons/beads shall expand as noted in the manufacturer's published instructions, )1 R24f Hat asphalt (HA): Full coverage at 25-30lbs/5quare Continuous 0.75 inch wide ribbons, 12-inch are. Ribbons ofsubsequent layers shall be perpendicular to those in the layer below > ➢ Ashland Pliodeck (A-PD): Dow INSTA-STIK Quik Set Insulation Adhesive (D-IS): Continuous 0.75 to 1 inch wide ribbons, 12-inch o.c. ➢ ICP Adhesives Polyset BOARD -MAX: Continuous 3-inch ribbons, 12-inch o.c. ➢ ICP Adhesives Polyset CR-20: Continuous 2.5 to 3-inrh wide ribbons, 12-inch o,c. ➢ Millennium One Step F❑amahle Adhesive (M-051FA): Continuous 0,25 to 1).5-inch wide ribbons, 12 pinch ❑.c. ➢ Millennium PG-1 Pump Grade Adhesive (M-PG 1): Continuous 0.5 to 0.75-inch wide ribbons, 12 'inch o.c. ➢ OMG OlyBond 500 or OlyBond Green (OB500): Continuous 0.75-111ch wide ribbons, 12-inch o.c. (Pace Cart or SpotShotj D Note: When multiple ioyers(s)ofinsulation and/or caverboord are installed in riishon-applied adhesive, boards shall bestaggeredfrom foyer -to -toyer. ➢ Note: The maximum edge distance from the adhesive ribbon to the edge of the msulation board shall be not less than one-half the specified ribbons sporing. Unless otherwise noted, all insulations are flat -stock or taper board of the minimum thickness noted. Tapered polyrocyanurate at the following thickness limitations may be substituted with the following Maxlmur 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 th 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. MOP -105.0 psi (Min. 1,0-inch) ➢ Ashland Pliodeck (A-PD) @ 6-inch o.c. MDP -2775 psf (Min. 1.0-inch) > Dow INSTA-STIK Quik Set Insulation Adhesive (D-IS): MDP -120.0 psf (Min. 1.0-inch) > ICP Adhesives Polyset CR-20: MDP -117.5 psf (Min. 1.0-Inch) ➢ Millennium One Step Foamable Adhesive (M-OSFA): MUP -157.5 pst (Min. 1.0-Inch) ➢ Millennium PG-1 Pump Grade Adhesive (M-PG1): MDP -157.5 psf (Min. 1.0-inch) ➢ OMG OlyBond 500 (0951 MDP -45.0 psf (Min. 0,5-inch Multi Max FA3) ➢ OMG GIVRond Soo (ORS09): MDP -18Z5 psf (Min, 0.5-inch ISO 95+GL) ➢ OMG 0"ond 500 (OB51)(3): MDP -315.0 psf (Min. 0-5-Inch EN RGY 3) D OMG OlyBond 500 (013500): MDP -487.5 psf (Min. 0.5-inch ACFoam II) FL2533-A2 Evaluation Report 3520,01 or iEMO ETC, LL[ ertlflcate of Authorization #32455 6r" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 1, age 2 of 6 repared by: Robert Meminen, PE-59166 eertalril Flintlastle® Modified Bitumen Roof Systems; (610) 651-5847 Appendix 1, Page 2 of 6 ONE'IM61etc Bonded polyisocyanurate insulation boards shall he maximum 4 x 4 ft. 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 F3 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 WDI, FM Loss Preventio Data Sheet 1-29 and Roofing Application Standard RAS 117. Assemblies marked with an asterisk" carrythe limitations set forth in Section 2.2, 10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/ enhancements. 0. For assemblies with all components fully bonded in place, the maximum design pressuref❑rthe selected assembly shall meet er exceed criCical design pressure determined in accordance with FBC Chapter 16, and n rational analysis is permitted. 1. 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 minimur requirements forthe system. Testing and analysis shall be in accordance with AN51/SPRI FX-1 or Testing Application Standard TAS 105. 2. For existing substrates in a bonded- recover or re -roof installation, the existing roof surface or existing roof deck shall be examined for compatibility and bond performance with the selected adhesive, and the existin roof system (for recover} shall be capable of resisting project design pressures on its own merit to the satisfaction of the Authority Having Jurisdiction, as documented through field uplift testing in accordance wit ANSI/SPRI IA 1, ASTM E907, FM Less Prevention Data Sheet 1-52 or Testing Application Standard TAS 124. 3. For Concrete Deck or Recover Applications using System Type D, the insulation is optional. 4. Lightweight Insulating Concrete (LWC) shall be cast in accordance with F3C Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWC is referenced, refer to current LW1 Product Approval for specific deck construction and limitations. For systems where specific LWC is not referenced, the minimum design mix shall be 300 psi, In all cases, the minimum top -coat thickness is 2-inches For LWC over structural concrete, reference is made to FBC Section 1917.4.1, Point 1. For "pre-existent" LWC references, listings were established through testing over lightweight concrete cast using only foamin agent (ASTM C596), water and Portland cement {ASTM C150), with no proprietary additives, in accordance with procedures adopted by Miami -Dade 3000 (FEE CER1592). Unless otherwise noted, use of these listing In new construction or re -roof (tear -off) applications is at the discretion of the Designer of Record and Authority Having Jurisdiction. 5. Unless otherwise noted, refer to the following referencesfor hooded base, ply or cap sheet applications REFERENCE LAYER MATERIAL APPLICATION Bp -AA lease and ply sheers, RsphxlI-Appli Base Glasbase; All Weather/Empire Base; Flexiglas Base; Fll ntlastic Base 20 Hot asphalt at 20-401hs/squa re Ply One or more Fllntglas Ply 4; Films as Premium Ply 6 Bp-AA2 [ease, si oo- phalt-Apphed) Base Yosemite Venting Base Hat asphalt in 24-inch diameter spots in 30-Inch grid pattern BP-AA3 (Base, spot- sphart ppned) Base Yosemite Venting Base Hot asphalt in 9-inch diameter spots In grid pattern noted herein. BP-AA4 (aa, Base Yosemite Venting Base Hot asphalt in 9-inch wide ribbons spaced as noted herein. RP-CA2 Base/Ply Glasbase; All Weather/Empire Base; Flexiglas Base; Flintlastic Rase 20 Henry #903 Adhesive at 1.5 gal/square BP CA3 Base/Ply Glasbase; All Weather/Empire Base; Flexiglas Base; Flintlastic Base 20 e Millennium Hurricane Force Membrane! Adhesive, beads spaced 6-inch o.c. SBS-AA ISM, Asphaa-Applli Base Flintlastic Base 20; Fllntlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base Hot asphalt at 20-40lbs/square Ply One or more Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base Cap Flintlastic FIR Cap 30; Flintlastic FR Cap 20.CoolStar; Flintlastic FIR Dual Cap; Flintlastic FR-P; Flintlastic FR-P Coolstar; Flintlastic Premium FR-P; Flintlastic Premium FR-P CoolStar, Flintlastic (3MS; Flintlastic GMS CoolStar IEMO ETC, LLC Evaluation Report 3520.0304-R24for FL2533-RZ .ertificate of Authorization 1132455 6` EDITION (2017) FBC NON-HVHZ EVALUATION Revision 24: 06/20/201 repared by: Robert Nleminen, PE-59166 CertainTeed Flintlastic' Modified Bitumen Roof Systems; {610) 651-5941 Appendix 1, Page 3 of 6 REFERENCE LAYER MATERIAL APPLICATION Base Fllntlastic 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. S85-CAI (sas, Ud-apaik) FIIntBond Brush or Karnak No. 81 Cold Process Modified Bitumen Adhesive Brush Grade at 1 gal/square Ply FFmtlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base Ca p Flintlastic FR Ca 30; Flintlastic Fk Ca 30 Co❑IStar; Flintlastic FR Oaal Ca Flintlastic FR-P; Flintlastic FR-P P P P; CoulStar, Flintlastic Premium FR-P; Flinllastic Premium FR-P Cca,151 r; Flintlastic GMS; Flintlastic GMS CcclStar Base Flintlastic Base 20; Flintlastic Poly SMS Base; Fllntlastic Ultra Poly SMS Base SBS-CA2 Isar, Coid-Applied) Ply Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly Si Base Henry #903 Adhesive at 1.5 ga /square. Cap Flintlastic PR Cap 30; Fllntlastic FR Cap 30 CoblSta r; Flintlastic FR Dual Cap; Flintlastic FR-P; Flintlastic FR-P CoolStar, Flintlastic Premium FR-P; Flintlastic Premium Fl Cool$ta r; Flintlastic GMS; Flintlastic GMS CoolStar Base Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base Si Ply Flintlastic Base 20; Flinllastic Pay SMS Base; Flintlastic Ultra Poly SMS Base Millennium Hurricane Force Membrane (ses, raid-Aapdedl Adhesive, beads spaced &inch o.c. Cap Hlntlastle FR Cap 30; Flintlastic FR Cap 30 CoolStdr; Flintlastic FR Dual Cap; Flintlastic FR-P; Flintlastic FR-P CoolStar, Flintlastic Premium FR-P; Flintlastic Premium FR-P Co❑ISta r; Flintlastic GMS; Flintlastic GMS CoolStar Base Flintlastic Ultra Poly SMS Base; Flintlastic Base 20 T SUS -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 30T CoolStar; Flintlastic GTS-FR; Flintlastic GTS-FR CoolStar APP-TA farF roan-Appr�edl Base One ❑r more Hintlastic APP Base T; Flinllastic STA; Flintlasti; STA Pius Torch -Applied Cap Flintlastic STA; Flintlastic STA Plus; Flintlastl[ GTA; Fllntlastic GTA CoolStar; Flintlastic GTA-FR; FlintlasticGTA-FR CoolStar SRS-SA-H (SBS, Salt -Adhering, Hybrid Sye-1 Base/Ply Black Diamond Base Si F€intlastic Ultra Glass SA Self -Adhering Base Flintlastic SA NBase; Flintlastic SA Mid Ply SBS-SA hering) (SOS, 50-Ad Self -Adhering ply Flintlastic SA PIVBase; Flintlastic SA Mid Ply Cap Flintlastic $A Cap; Flintlastic SA Cap FR CoolStar; Flintlastic SA Cap FR; Flintlastic SA Cap FR CoolStar 6. Vapor barrier options for use over structural concrete deck followed by adhered Insulatlen carry the -following MDP limitations. The lesser of the MDP listings below vs. those in Table 3A applies; OPTION 4 VAPOR BARRIER PRIMER 01 STRUCWHAL CONCrult rMDP listings below vs. those VAPOR BARRIER in Table 3A api INSULATION ADHESIVE MDP(PSFf TYPE ATTACH VB-1, FlintPrime Flintlastic SA PlyBase Self -adhering OBSDO, 12-inch o.c. -82.5 VB-2. FlintPrime Flintlastic GTA Torch -applied M-05FA or M-PGl, 12-inch o.c. -420.o V13-3. FlintPrime Flintlastic Base 20 T, Flintlastic FR Cap 30 T or Flintlastic GTS Torch -applied M-OSFA or M-PGi, 12-inch o.c- -495.0 7. "MOP" = MaximumDesign Pressure Is the result of testing for wind load resistance based on allowable wind loads. Refer to FEC 16C9 for determination of design And loads. IEMO ETC, LLC Eva luati❑n Report 8520.03.04-R.24 for FL2533-R2 eitlficate of Authorization #32455 61 EDITION (2017) FBC NON-HVHZ.EVALUATION Revision 24: 06120/201 repaired by: Robert Nleminen, PE-59165 CertalnTeed Fllntlastic® Modified Bitumen Roof Systems; (610( 651-5847 Appendix 1, Page 4 of 6 ONEMOjetc TAKE IF-7. WOOD OEM —NM CONSTRUCUON, FEROGF(TFAROrr) oR RECOVER System Dock SYSTEIVIITYPEEt t D RASE SKELT, BONDED ROOF COVER Bast Shtet Roof Cayer (Mots 15) MDP NG. (Nate 1) Base Fasteners Attath Ply tap (psf) Glasbase; Plexiglas; Flintlastic Flintfast 3 in. Insulation Plates with toptional) BP- Min.15/32-inch plywood Base 20; Poly SMS Base; Ultra PillV12 or 414; Trufast 3' Metal 6-inch o.c. at 4-inch lap and 5-Inch o.c, in three AA, SBS-AA, SBS-AA, SB5- 97'S W-95 a1 max 24-inch spans Poly 5MS Base; Yosemite Venting Insulation Plates with DP or HO; 0MG 3 (3), equally spaced, staggered center rows SBS-TA or TAorAPP-TA Base In. Round Metal Plates withOMG #24 HD APP-TA W-96 Min. 15/32•inch plywood Fllntlastic APP Base T OMG 3 In. Round Metal Plates with OMG 6•lmh ox. at 4-Inch lap and &Inch o,c, in three APP TA APP•TA -97,5 at max 24•Inch spans 414 HO {3), equally spaced, staggered center rows. Glasbase; Plexiglas; Flkntlastic Flintfast 3In. Insulation Plates with (Optional) BP- W 97 Min. 15/32�inch plywood Base 20; Ail Weather/Empire ast #14; Trufast 3" Metal Insulation 0-inch o.e.at4-i 4-inch lap and8•Inch o.c. atthree 565-AAnr 5BS-AA ar 97.5 at max 24•inch spans Base; Poly SMS Base; Ultra Poly Plate PlateFlints w with Trufast HD {3) equally spaced, staggered center rows SB5•TA SBSTA SMS Base; Yosemite Venting Base Gla:baso; Flexiglas; Flintlastic BP -AA, 565- W-96 MIn.19/32-Inch plywood Base 20; Poly SMS Base; Ultra Nate 2 7-Inch o.c. at 3-Inch lap and 7-Inch ox, in three AP, SBS-TA or SBS-M, 5BS- -105.0 at max 24-Inch spans Poly SMS Base; Yosemite Venting (3), equally spaced, staggered center rows APP TA TA -APP-TA Base W-39 Mtn. 19/32-Inch plywood Pllntlasttc APP Base T QMG 31n. Round Metal Plates with OMG #14 HD or Dekfast Hex Plate with Dekfast 7-inch a,c, at 3-Inch lap and 7-Inch o.c, in three APP-TA APP-TA -105,0 at max 24-inch spans (3), equally spaced, staggered center rows 414 Glasbase; Flexiglas; Flintlastic Hintfast 3 in. Insulation Plates with (Optional) BP- Min. 15/32-inch plywood Base 20; Poly SMS Base; Ultra FlintFast 412 or #14; Trufast 3" Metal 6-Inch o.c. at 4-inch lap and a -inch O.L. In four AA, SBS-AA, 5BS•AA, SBS- N 100 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 AP P-TA -127.5 Base in, Round Metal Plates with DMG #14 HD APP-TA N 101 Min, 15/32-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 APP-TA APP-TA -127.5 at max 24-inch spans #14 HO l4), equally spaced, staggered center rows, CoLU-Appuso Syswms: Glasbase; Flexiglas Base; Min. inch plywood Flintlastic Base 20; All Weather / Flintfast 3 in. Insulation Plates with lap and inch o.c. in three (Optional) N 102 x 24-i at max 24-inch spans Empire Base; Yosemite Venting nintFast #12 or #14; Trufast 3" Metal d l3), equally spaced, staggered center rows (3), a callo,rs aced, 5B5-CAl SBS-f1V1 -52.5 Base; Hintfastic Poly SMS Base; Insulation Plates with DP or HD Flintlastic Ultra Poly SMS Base System Deck Primer Roof Cover (Note 15) MDP (psf) No. (Note 1) 1 Base Ply Cap N-203 Min. 15/32-inch plywood at max 24-inch spans F€intPrime or FIIntPrime SA I SRS-SA-H (Optional) SBS-TA, APP-TA SBS-TA, APRTA .112.5 N-104 Mina 15/32•inch plywood ot.7r6424-inch spOb FlintPrlme, or FlintPri ne SA 503='3A (Optional) 5B5-SA 5:wi5A -127.5 IEMD ETC, Ltn EValuation Report 3520.03.04-R24 for FL2533-112 art ificate ofAuthodzation #32455 6"EDITION 12017) FBC NON-HVHZ EVALUATION Revision 24: 06/20/261 repared by: Robert Niemiren, PE-59166 CertainTeed Flintlastic" Modlfled Bitumen Roof Systems; (610) 651.5947 Appendix 1, Page 19 of 6