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�R.INIIY�E�� The followine notes applv to the sVStems outlined herein: 1. The roof system evaluation herein pertains to above-deck roof components. Roof decks and structurel members shall be in accordance with FBC requirements to the satisfaction of the AHJ. 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 engagemenu: ➢ Wood: Drill-Tec k12 Fastener or Drill-Tec#14 Fastener with Drill-Tec 3"Standard Steel Plate,Drill-Tec 3"Steel Plate or Drill-Tec AccuTrac Flat Plate or Drill-Tec AccuTrac Recessed Plate(insulation only),Drill-Tec ASAP 35 or Drill-Tec Heavy Duty ASAP Roofing Fastener Assembled with a 3"Metal Plate. Minimum 0.75-inch plywood penetretfon or minimum 1-inch wood plank embedment. ➢ Steel: Drill-Tec#12 Fastener,Drill-Tec#14 Fastener or Drill-Tec XHD Fastener with Drill-Tec 3"Standard Steel Plate,Drill-Tec 3"Steel Plate or Drill-Tec AccuTrec Flat Plate or Drill-TecAccuTrec Recessed Plate(insulation only);Drill-Tec ASAP 35;Drill-Tec Heavy Duty ASAP Roofing Fastener Assembled with a 3"Metal Plate;Drill-Tec Extre Heavy Duty ASAP Roofing Fastener-Insulation. Minimum 0.75-inch steel penetretion and engage the top flute of the steel deck. ➢ Concrete: Drill-Tec#14 Fastener or Drill-Tec CD-10 with Drill-Tec 3"Standard Steel Plate,Drill-Tec 3"Steel Plate or Drill-Tec AccuTrec 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 1-inch embedment into pilot hole in accordance with the fastener manufacturers published installation instructions. 3. Unless otherwise noted, insulation may be any one layer or combination of polyisocyanurete, polystyrene, wood fiberboard, perlite, gypsum-based roof board or minerel wool roof board that meets the QA requirements of F.A.C.Rule 61G203 and is documented as meeting FBC 1505.1 and,for foam plastic,FBC 2603.4.1 or 2603.6,when installed with the roof cover. VersaShield�Solo'"'Fire-Resist2nt 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 rigid insulation board for System Type D(mechanically attached base sheet,bonded roof cover),whereby the base sheet fasteners are installed through the LWIC to engage the structurel steel or concrete deck. The structurel 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 AHJ. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 5. 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 manufacYurers published iristructions. ➢ Hot asphalt(HA): Full coverage at 25-30 Ibs/square ➢ OMG OlyBond 500(OB500): Continuous 0.75-inch wide ribbons, 12-inch o.c.using PaceCart or SpotShot. Note: OlyBond Classic or OlyBond 500 Green may 6e used where OlyBond 500ls referenced. ➢ GAF LRF Adhesive M(LRF-M): Continuous 1-inch wide ribbons,12-inch o.c ➢ ADCO Millennium One-Step Foamable Adhesive(M-OSFA): Continuous 1-i�7ch 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:3M CR-20 may be used where GAF 2-Port is referenced. ➢ Note: When multiple layers(s)of insu/ation and/or coverboard are instolled in ribbon-applied adhesive,adiiesive ribbons shall be staggered from layer-to-loyer a distance of one-half the ribbon sFacing. ➢ No[e: The maximum edge dis[ance from the adhesive ribbon to the edge ofYhe insufation boord shall be not/ess ihan one-holf the specified ribbons spocing. 6. 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. ➢ Hot asphalt(HA): MDP -240.0 psf (Min.0.5-inch thick) ➢ OMG OlyBond 500(OB500): MDP -315.0 psf (Min.0.5-inch thick EnergyGuard RH or RN) ➢ OMG OlyBond 500(OB500): MDP -485.0 psf (Min.0.5-inch thick EnergyGuard RA) ➢ GAF 2-Part Roofing Adhesive(GAF 2-Part): MDP -117.5 psf (Min.1.0-inch thick) 7 Bonded polyisocyanurate insulation 6oards shall be maximum 4 x 4 ft. 8. 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 professEonal to resist the elevated pressure criteria. Commonly used methods are RAS 117 and FM LPDS 1-29. Assemblies marked with an asterisk•carry the limitations set forth in Section 2.2.1.5.1(a)of FM LPDS 1-29 for Zone 2/3 enhancements. 9. For fully bonded assemblies,the maximum design pressure for the seleded assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16,and no rational analysis is permitted. 10. 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. Tes[ing and analysis shall be in accordance with TAS 105 or ANSI/SPRI FX-1. Exterior Research and Design,LLC.d/b/a Trinity�ERD Evaluation Report 01506.11.04-R15 for FL5680-R15 Certificate of Authorization#9503 Revision 15:04/06/2015 I Prepared by Robert Nieminen,PE-S9166 Appendix 1,Page 2 of 76 �