The URL can be used to link to this page

Home My WebLink AboutPRODUCT APPROVALFlorida Building Code Online https://www.floridabuil c)rg/pr/pr_app_Atl.aspx?param.=WGEVY,.. a RON*; vm— MIN NO R m ilM ERA RCIS Hom� Ug� US.Rnt"tb. H.tT.p� S.bmtSumMm. S��&Fa= ftbk�Wrs MCSUff BCISSt�MaP Florid product Approval d bp r SM: Nbk W� �dud ADDMVal menu > ��d or Al�� Se�� >T�a SCANNED Fl- # BY Application Type St. Lucie County Code Version Application status Comments Archived Product Manufacturer GAF Address/Phone/Ennall I Campus Drive Parlsppany, ND 07054 (800) 766-3411 mstleh@gaf.com Authorized Signature Robert Nlemlnen lindamith@trinityerd.com Technical Representative William Broussard Address/Phone/Emall I Campus Drive Parsippany, N3 07054 (800) 766-3411 TechnicalQuestionsGAF@gaf.corn Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Profwslonal Engineer F Evaluation Report - Hardoopy Received Florida Engineer or Architect Name who developed Robert I.M. Nlemlnen the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) -PE-59166 UL LLC 04/22/2018 )ohn W. Knezevich, PE m Validation Checklist - Harcloppy Received Fl S68p g12 Col 2017 01 CQI glenineaMdf Statridilrd Year ASTM D6162 2008 ASTM D6163 2008 ASTM D6164 2011 ASM D6222 2011 FM 4470 2012 ar I I of2 12120/2017,3:59PM fTi,RINITY I ERD Table Deck Application 5 1A Wood New, Heroof (Tear -Off) A-1 Bonded insulation, Bonded Roof Cover IB-1 wood New, Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 5-9 113-2 Wood New, Reroof (Tear -Off), Recover A-2 Mach. Attached Anchil Bonded Insulation, Bonded Roof Cover 9-12 1C ood New, Reroof (Tear -Off), Recover B MeCh. Attached Base Insulation, Bon ded Top Insulation, Bonded Roof Cover — — ID Wood New, Reroof (Tear-Offl, Recover C Mech. Attached Insulation, Bonded Roof Cover 13 1E Wood New, Reroof (Tear -Off), Recover D insulated, Mech. Attached Base Sheet, Bonded Roof Cover 14 IF-1 Wood New, Reroof (Tear -Off) E Non -insulated, Mech. Attached Base Sheet, Bonded ROOT cover 14-15 IF-2 Wood New, Reroof (Tear -Oft), Recover E Non -insulated, mech. Attached Base Sheet, Bonded Root Cover 16 ZA-1 Steel Structural concrete New, Reroof (Tear -Off), Recover B-1 Mech. Attached Base Insulation, Bonded Top Insulation, Bonded K oofCover 17-22 2A-2 or steel or Structuml concrete New, Reroof (Tear -Off), Recover B-2 Mech. Attached Thermal Barrier, Bonded Temp Roof, Bonded Insulation, Bonded Roof Cover 23 2B-1A Steel or Structural concrete New, Peroof (Tear -Off), Recover C-1 Mech. Attached Insulation, Bonded Roof Cover 24-32 33 213-113 Steel or Structural concrete New, Renchof (Tear -Off), Recover C-1A Thermal Barrier with Vapor Barrier, Mech. Attached insulation, bona ed Roof Covet — 213-2 Steel or Structural concrete New, Reroof (Tear -Off), Recover C-2 Bonded and Mech. Attached Insulation, Bonded Root Cover 33 34-37 2C Steel or Structural concrete New, Reroof (Tear -Off), Recover D insulated, Mech. Attached Base Sheet, Bonded Roof Cover 38-40 3A-1 Structural concrete New, Refoof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover [Base insulation Layer unlyl 3A-2 Structural concrete New, Refoof (Tear -Off) A-1 Bonded Insulation, Bonded Root Cover (Base and Top Insulation Layers) 41-49 3B Structural concrete New, Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 49 50-51 4A LWIC New, Renal (Tear -Off) A-1 insulation. Bonded Roof Cover 52 4B LWIC New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 4C LWIC New, Reroof (Tear -Off) E Non -Insulated, Mech-Attached Base Sheet, Bonded Roof Cover 53-56 56 4D LWIC New, Reroof (Tear -Off) F Non -insulated, Bonded Root cover 57 SA CWT New, Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 58 CWT New, Reroof (Tear -Off) A-2 Mach. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover SB 5C CWF New, Reroof (Tear -Off) E Non -insulated, Mech. Attached Base Sheet, Bonded Roof Cover 59 60 6A Gypsum Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Root cover 60-61 Reroof (Tear -Oft) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 68 6C Gypsum Gypsum Renoof (Tear -Oft) C Mech. Attached insulation, Bonded Roof Cover 61 62 GD Gypsum Reroof (Tear -Off) E NDn-Insulated, Mach. Attached Base S heet, Bonded Roof Cover 63-71 A-1 Bonded �Insultlon, Bonded Roof Cover (Base Insulation Layer Only) 7A-1 Various Recover A-1 Bonded Insulation, Bonded Root Lover (Base and TOP Insulation Layers) 72-86 7A.2 Various Recover The following notes aol2lyto the sntems outlined herein shall be In accorclancewlth FBC requirements to the satisfaction of the Authority Having Jur'isdiction. 1. The roof system evaluation herein pertains to above -deck roof components. Roof decks and structural members Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 2. Unless otherwise noted, fasteners and stress plates for Insulation or base Sheet attachment shall be as follows. Fasteners shall be of sufficient length for the following engagements: 3" Steel Plate or Drill-Tec AccuTrac Flat Plate or Drill-Tec AccuTrac Recessed Plate (Insulation > Wood: Drill-Tec H12 Fastener or Drill-Tec #14 Fastener with Drll[-Tec 3" Standard Steel Plate, Drill-Tec Assembled with a 3" Metal Plate. Minimum 0.75-inch plywood penetration or minimum 1-Inch wood plank only), Drill-Tec ASAP 3S or Dril Heavy Duty ASAP Roofing Fastener embedment. Evziluatlon Report 01506.11.04-1119 for FLS680.R19 Exterior Research and Design, U.C. d/b/a Trinity I ERD e" EDITION (2017) FBC 14ON-HVHZ EVALUATION Revision 19:09/22/2017 Certificate of Authorization #9503 GAF Modified Bitumen Roof Systems; (900) 766�3411 Appendix 1, Page I of 86 Prepared by: Robert Nieminen, PE-59166 ERD TW, NITY I. • Steel: Drill-Tec#12 Fastener, Drill-Tec 014 Fastener or Drill-TecXHD Fastener with Drill-Tec 3" Standard Steel Plate, Drill-TeC3' Steel Plate or Drill-TeCACCUTrac Flat Plate or Drill-Tec AccuTrac Recessed Plate jInsulatlon only); Drill-TeCASAP3S; Drill-Tec Heavy Duty ASAP Roofing Fastener Assembled with 33" Metal Plate; Drill-Tec Extra Heavy Duty ASAP Roofing Fastener- Insulation. Minimum 0.75-inch steel penetration and engage the top flute of the steel deck. • Structural concrete: Drill-Tec U14 Fastener or Drlil-Tec CD-10 with Dril-Tec 3" Standard Steel Plate, Drill-Tec 3" Steel Plate or Drill-Tec AccuTrac Flat Plate or Drill-TeC AccuTraC Recessed Plate (insulation only) or Drill-Tec Heavy Duty ASAP Roofing Fastener Assembled with a 3" Metal Plate. Minimum I -Inch embedment Into pilot hole In accordance with the fastener manufacturer's published Installation Instructions. 3. Unless otherwise noted, Insulation may be any one layer or Combination of polylsocyanurate, polystyrene, wood fiberboard, partite, gypsum -based roof board or mineral wool roof board that meets the QA requirements of F.A.C. Rule 6IG20-3 and is documented as meeting FEC 1505.1 and, for foam plastic, Chapter 26, when Installed with the roof cover. VersaShleldO Solo� Fire -Resistant Slip Sheet may be used as a non -load -bearing, fire -barrier slip -sheet component within any system outlined herein. 4. Minimum 200 psi, minimum 2-Inch thick lightweight Insulating concrete may be substituted for, or installed beneath rigid Insulation board for SysterriType D (mechanically attached base sheet, bonded roof cover), whereby the base sheet fastener$ are installed through the LWIC to engige 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. 5. Preliminary Insulation attachment for System Type D: Refer to Section 2.2.10.2.3 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: Full coverage at 25-30 lbs/square , Spo Shot or Canister dispensers. Note; Oly0ond Classic or OlyBond 500 )> OMG Olygond 500 (OBSOO): Continuous 0.75-inch wide ribbons, 12-inch O.c. using PaceCart t Green may be used where Olygond 500 Is referenced. > GAF URF Adhesive M (URF-M): Continuous 1-inch wide ribbons, 12-inch o.c > Millennium One -Step Foarnable Adhesive flvl�OSFA): Continuous I -Inch wide ribbons, 12-Inch o.c. > GAF 2-Part Roofing Adhesive (GAF 2-Part): Continuous 2.5 to 3-Inch wide ribbons, 12-inch o.c. > Note: When multiple layers(s) of insulOtbil andlor coverboard are Installed In ribbon-appiled adhesive, boundjoints shall be staggered. > Note: The maximum edge distancefirom the adhesive ribbon to the edge of the Insulation bound 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 polylsocyanurate 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. > Hot asphalt: MDP -240.0 psf (Min. 0.5-inch thick) -> OlyBond 500 (OB500): MDP -292.5 psf (Min. 0.5-inch EnergyGuard Polyiso insulation, EnergyGuard NH Polylso insulation, EnergyGuard Ultra Polylso Insulation, EnergyGuard NH ultra Polylso insulation) • DING OlyBond 500 (OB500): MDP -315.0 psf (Min. 05-finch thick EnergyGuard RH or RN) • ONIG OlyBond 500 (08500): MDP -485.0 psf (Min. 0.5-inch thick EnergyGuard RA) • GAF 2-Part Roofing Adhesive (GAF 2-Part): MDP -117.5 psi (Min. 1.0-Inch thick) B. Bonded poly[socyanumte insulation boards shall be maximum 4 x 4 ft. sure for the selected assembly shall meet or exceed the Zone I design pressure determined in accordance with FBC 9. For mechanically attached components or partially bonded insulation, the maximum design pres 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, 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 (January 2016) for Zone 213 enhancements. e determined In accordance with FBC Chapter 16, and no rational analysis Is permitted. 10. Forfully bonded assemblies, the maximum design pressure for the selected assembly shall meet or exceed critical design pressur 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 requirementsfor the system. Testing and analysis shall be in accordance with ANSI/SPRI FX-I orTestingApplic,tion Stanand TAS 105. Evaluation Report 01506.11.04-RI9 for FIL5680-R16 Exterior Research and Design, U.C. d/b/a Trinity[ERD. 15"'EDITION (2017) FBC NON-HV"Z EVALUATION Revision 19: 09422/2017 Certificate of Authorization 99503 Appendix 1, Page 2 of 86 Prepared by; Robert Nieminen, PE-59166 GAP Modified Bitumen Roof Systems; (000) 766-3411 22. 13. 14. 15. '\JTRINITYIERD For existing substrates In a bonded recover or re-rooflnstallatton, the existing roof surface or existing roof deck shall be examined for compatibility and bond performance with the selectedadhesive, and the existing 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 with ANSI/SPRI IA-1, ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124. For Recover Applications using System Type D, the insulation Is optional. Alternatively, min. 0.5-Inch EnergyGuand Polylso Insulation, EnergyGuard NH Polylso Insulation, EnergyGuard ultra Polylso Insulation, EnergyGuard NH Ultra Polylso Insulation, EnergyGuard RA, EnergyGuard RH, EnergyGuard RN or EnergyGuard Ultra, Structodek High Density Fiberboard Roofinsulation, EnergyGuard RH HD Polylso Insulation, EnergyGUaTd HD Pohylso Insulation, EnergyGuard NH HD Polylso Insulation, EnergyGuard HD plus polylso Insulation or EnergyGuand NH HD Plus Polylso insulation or min. 0.25-inch Dens Deck, Dens Deck Prime or SECUROCK Gypsum -Fiber Roof Board or SECUROCK Glass -Mat Roof Board may be used as a separator board prior to base sheet Installation. The existing roof System Shall be suitable for a recover application. The separator componentshall be documented as meeting FBC 1505.1 and, forfoam plastic, FBC 2603.4.1 or2603.6, when Installed with the roof cover in Recover applications. Lightweight Insulating concrete jLWICJ shall be cast in accordance with FEC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWIC Is referenced, refer to mffent LWIC Product Approval for specific deck construction and [imitations. Unless otherwise noted, for systems where specific LWIC Is not referenced, the minimum design mix shall be 300 PA. In all cases, the minimum top- coat thickness Is 2-Inches. For LWIC over structural concrete, reference is made to FBC Section 1917.4.1, Point 1. Cted refer to th. fnilnwhn� r�f�r�n,�, finr bonded base. Ply or cap sheet applications. .nderence i : Vr Material Application RP -AA Base: (5AFuLAS#75 Base Sheet, Trl-Ply #75 BaSeSheet, GAMILASMOUltima BaseSheet Hot asphalt at 25 lbs/square. Ply: one or more plies GAFGLAS Ply 4, Trii-Ply Ply 4, GAFGLAS FlexPlY 6 (Base/ Ply sheets, Asphalt -Applied) Matrix- 102 SBS Membrane Adhesive BP -CA Base: GAFGLAS #75 Base Sheet, Tri-Ply #75 Base Sheet (form erly known as TOPCOAT MATRIX 102 SOS Membrane Adhesive) at 1.5 gal/sq. (Base/ Ply sheets, Cold -Applied) B-LL Base: GAFGLAS Stratavent Perforated Venting Base Sheet Loose laid (Base sheet� Loose-l-ald) Base or Ply: 0 ne or two plies Ruberold 20 S mooth, Ruberold Mop Smooth, Ruberold Mop Smooth 1.5, Ruberold Mop Plus Smooth 585-AA Ru herald 30 Granule, Ruberold 30 Gra rule FIR, Ruberold EnergVCap 30 Granu le FR, Ruberold Mop Smooth, Ruberold Mop Hot asphalt at 75 Tbs/square. (SBS, Asphalt -Applied) Cap: Smooth 1.5, Ruberald Mop Plus Smooth, Ruberold Mop Granule FIR, Ruberold Mop Granule, Tri-Ply SBS Granule, Intec Flex PRF, Rulbenohl Mop Plus Granule FR, Ruberold Mop Plus Granule, Ruberosd EnergyCap Mop Plus Granule FR voth, luz saS Membrane AchesWe SBS-CA (SBS, Cold -Applied, Matrix- 102 SBS Base or Ply: Ruberold 20 Smooth hold Mop Granule FR, Ruberold �7p plus 'GI, FR, R berold 30 Granule Fft Rubenold EnergyCap 30 Granule FIR, Rube (formerly known as TOPCOATMATRIX102 SBS Membrane Adhesive) at 1.5 gal/sq. Membrane Adhesive) Cap� Ruuberold EnergyCap Mop Plus Granule FR matrix,- 101 PrRmlum SBS Membrane Base: Ruberold 20 Smooth or Ruberoid Mop Smooth 1.5 Adhesive (formerly known as TOPCOAT SBS-CA-1 MATRIXMojorbond Modified Bitumen (SBS, Cold-Appiled, Matrix- 101 Ruberoid 30 Gra nule FR, Ruberold Ene,gyCap 30 Granule FR, Ru behold Mop Plus Granule FR, Rubanald EhergyCap Mop Membnori. Adhesive) at 1.5 — 2.0 Premium SBS Membrane Adhesive) Cap-- Plus Granule FR gal/square Base or PIT. 0 ne or two plies Ruberold HW 25 Smooth, Rubenold HW Smooth SBS-TA R herald HIM Granule, Ruberoid HW ranule FR, Ruberold HW Plus Granule, RuberoTd HW Plus Granule FIR, Ruberold (SBS,Tomh-Applied) Cap: EuergyCap 14W Plus Granule FR Torch spored Base or Ply: One ortwo piles Ruberoid Torch Smooth, Tri-Ply APP Smooth APP-TA Ruberold Torch Granule, Tri-Ply APP Granule, Ruberold Torch Plus Granule FR, Ruberold EnergyCapTorch Granule FR, (APP,Tonh-Applied) Cap: Ruberold EnergyCap Torch Plus Granule FR Base or Ply: Liberty SB5 Self -Adhering Base/Ply Sheet Self-adhened SBS.SA (self -adhering) Cap Ulberty SBS Self -Adhering Cap Sheet Evaluation Report 01506.11.04-RI9 for FLS680-R19 Exterior Research and Design, LLr_ allbla Trinity I ERD ftevlso� 19: 09/22/2027 Certificate of Aurthorizallon M9503 Era EDITION (2017) FBC NON-HVHZ EVALUATION Appendix 1, Page 3 of 86 Prepared by: Robert Nieminen, PE-59166 GAF Modified Bitumen Roof Systems; (800) 766-3411 \,4TRINITY1 ERD .-777-7 TABILEIF4! wooDbECKS-NEWCONSTRUC.1`10N ORREROQF(TEAR-0FFj77. ON I' LATE[), MECHANICALYFASTEDED BASESHEET� BONDED RO&Cov9ft :sys.r,EMtYPE:E:.N -NSU System Base sheet Roof Cover (Note 151 MDP No. Deck (Note 1) Type Faster Attachment Ply Cap (psn Min. 19/32-inch GAFGLAS #90 Ultima Base Sheet, GAFGLAS Stratavent 32 St., 1-5/8-inch dia. tin 9-Inch o.c. at min. 4-inch laps and 9-inch (Optional) APP-TA -60.0 W-51. Plywood at max. Eliminator Nallable Venting Base Sheet, Ruberold 20 Smooth, caps with 11 ga. annular o.c. In two, equally spaced, staggered APP-TA 24-Inch span Ruberold Mop Smooth, Ruberold Mop Smooth 1.5 ring shank nails center rows rAA - - Min. 19/32-Inch GAFGLAS 080 Wilma Base Sheet, GAFGLAS Stratavent 32 ga., 1-5/8-Inch dia. tin 8-Inch O.C. at min. 4-inch laps and 8-Inch 1) (Optional) W-52. plywood at max. Eliminator Nallable Venting Base Sheet, Ruberold 20 Smooth, caps with 12 ga. annular o.c. at three, equally spaced, staggered BP -AA, SBS- I SBS-AA -75.0 24-Inch span Ruberold Mop Smooth, Ruberoid Mop Smooth 1.5 ring shank nails center rows Min. 19/32-inch GAFGLAS #80 Ultinna Base Sheet, GAFGLAS Stratavent 32 ga, 1-5/8-Tnch dia. tin 7-inch o.c. at min. 4-Inch laps and 7-Inch BP -AA SBs- SBS-AA, SBS-TA, -82-5 W-53. plywood at max. Eliminator Nall.ble Venting Base Sheet, Puberold 20 Smooth, caps with 11 ga. annular o.c. In three, equally spaced, staggered AA SBS-CA, 24-Inch span Ruberold Mop Smooth, Ruberold Mop Smooth 1.5 ring shank nails center rows APP-TA - -0 Min. 19/32-Inch 32 ga, 1-5/8-Inch dia. tin 9-Inch o.c. at min. 44nch laps and 9-Inch (Optional) SBS-SA, W-54. plywood at max. Liberty S13S Mechanically Attached Base Sheet caps With 11 ga. annular o.c. in two, equally spaced, staggered SBS-SA SBS-TA or APP-TA -373 24-Inch span ring shank nails dIatin center rows -TA Min. 15/32-inch 32 ga., I-S/8-Fnch 8-inch o.c. at min. 3-Inch laps and 8-Inch ptional) -(0 SBS-SA, �45 0] plywood at max. Liberty SBS Mechanically Attached Base Sheet caps with 11 ga. annular o.c. In three, equally spaced, staggered SBS-SA SBS or APP-TA 24-Inch span ring shank nails center rows Evaluation Report 01506.11.04-RI9 for FI5680-1119 Warier Research and Design, LLC. d1bla TrinitylERD Revision 19: 09/22/2017 Certificate of Authorization 99503 e- EDITION (2017) FBC NON-HVHZ EVALUATION Appendix 1, Page 15 of 86 Prepared by: Robert Nleminen, PE-59166 GAF Modified Bitumen Roof Systems; (800) 766-3411