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Home My WebLink AboutEVALUATION REPORTSCANNED BY St. Lucie County TRINITY I ERD iAPPENDIx'1:ATrAQJMENT{REQUIREMENTS FOR WIND UPLIFT RESISTANCES;.',!"-''"' `",i ., :'''. ,, ;" ' }`.v"r. 1 - 'r"' '� ... " _ - Table Deck Application Type Description Page SA Wood New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 5 1B Wood New or Reroof(Tear-Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 5 1C Wood New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 6 1D Wood New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 6 IE Wood New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 7 1F Wood New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 8 1G Wood New, Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 9 11-1 Wood New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 9 2A Steel or Concrete New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 10-14 2B Steel or Concrete New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 15-18 2C Steel or Concrete New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 19-21 - 3A Structural concrete New or Reroof(Tear-Off) A-1 Bonded Insulation, Bonded Roof Cover 22-26 3B Structural concrete New or Reroof (Tear -Off) A-1 Bonded Temporary Roof, Bonded Insulation, Banded Roof Cover 27 3C Structural concrete New or Reroof (Tear -Off) F Norrinsuiated, Bonded Roof Cover 28 3D Structural concrete New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover, Paver System Overburden 28 - 4A LWIC New or Reroof (Tear -Off) A-1 LWC to Deck, Bonded Insulation, Bonded Roof Cover 29-32 4B LWIC New or Reroof (Tear -Off) A-2 LWC to Deck, Mach. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 33 4C LWIC New, Reroof (Tear -Off) or Recover C LWC to Deck, Mech. Attached Insulation, Bonded Roof Cover 33 4D LWIC New or Reroof (Tear -Off) E LWC to Deck, Mach. Attached Base Sheet, Bonded Roof Cover 34-38 4E LWIC New, Reroof (Tear -Off) or Recover E LWC to Deck, Mech. Attached Base Sheet, Bonded Roof Cover 39 4F LWIC New or Reroof (Tear -OR) F LWC to Deck Bonded Roof Cover 39 4G LWIC New or Reroof (Tear -Off) F LWC to Deck Bonded Roof Cover, Paver System Overburden 39 SA CWF New or Reroof (rear -Off) A-1 Bonded Insulation, Bonded Roof Cover 40 5B CWF New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 41 5B CWF New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 41 5C CWF New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 42 SO CWF New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 42 6A Gypsum New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 43 6B Gypsum New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 44-45 6C Gypsum New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 45 6D Gypsum New, Reroof (Tear -Off) or Recover C Mech. AttachedInsulation, Bonded Roof Cover 46 / 6E Gypsum New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 46 7 Various Recover A-1 Bonded Insulation, Bonded Roof Cover 47 49 8 Various Summary of FBC 423.25A.1 EHPA Systems per SSTD 12-99 50 Exterior Research and Design, LLC. d/b/a Trinity IERD Evaluation Report J8230.03.08-R11 for FL2948-1112 CertljJcote ofAuthorize Non 49503 6reEDITION (2017)FBC NON-HVHZ EVALUATION - Revision 11: 10/14/2017 Prepared by: Robert Nieminen, PE-59166 Johns Manville SBS Modified Bitumen Roof Systems; (303) 9784879 Appendix 1, Page 1 of 50 �I I KINIiY ERD I The following notes apply to the systems outlined herein: 1. The evaluation herein pertains to above -deck roof components. 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. 2. Unless 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: Ultral'ast Fasteners or All Purpose Fasteners with UltraFast Metal Plates. Minimum 0.75-Inch plywood penetration or minimum 1-Inch wood plank embedment. ➢ Steel. Deck: UltraFast Fasteners or All Purpose Fasteners with UltraFast Metal Plates. Minimum 0.75-Inch steel penetration and engage the top flute of the steel deck. D Structural concrete: All Purpose Fasteners with UltraFast Metal Plates or Structural Concrete Fasteners with UltraFast Metal Plates (flat bottom only). Minimum 1-Inch embedment. Fasteners Installed with a 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 polyisocyanurete, polystyrene, wood fiberboard, pedite, gypsum -based roof board, that meets the CIA requirements of F.A.C. Rule -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 may be substituted for, or Installed below the 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 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 of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. S. Preliminary Insulation attachment for System Type D: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 areas follows. Ribbon or bead width is at the time of application; the ribbons/beads shall expand as noted In the manufacturer's published instructions. ➢ Not asphalt (HA): Full coverage at 25-30lbs/square ➢ JM MBR Bonding Adhesive (MBR-BA): Continuous 0.75-Inch wide ribbons,12-Inch o.c. or full coverage at 2.0 gal/square D 1M Two -Part Urethane Insulation Adhesive (UTA-2): Continuous 0.75-Inch wide ribbons,12-Inch o.c. Note: JM Green rwo-Port Urethane Insulation Adhesive may be used where UTA-2 Is referenced. ➢ JM Roofing System Urethane Adhesive (RSUA): Continuous 0.5 to0.75-Inch wide ribbons, 12-Inch o.c. ➢ JM One -Step Foamable Adhesive (OSFA): Continuous 0.5 to 0.75-inch wide ribbons, 12-inch o.c. ➢ ICP Adhesives CR-20: Continuous 2.5 to 3.5-Inch ribbons, 12-inch o.c. ➢ Note: When multiple layers(s) of insulation and/or coverboard are installed in ribbon -applied adhesive, adhesive ribbons shall be staggered from layer -to -layer a distance of one-half the ribbon spacing. ➢ Note: The maximum edge distance from the adhesive ribbon to the edge of the Insulation board shall be not less than one-half the speck led 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 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 may be used as a drop -in for the equivalent thicker material listed in the table: ➢ 1M Two -Part Urethane Insulation Adhesive(UTA-2): MDP -325.0 psf (Min. 0.5-inch thick) ➢ JM Roofing System Urethane Adhesive(RSUA): MDP -157.5 psf (Min. 0.5-inch thick) ➢ JM One -Step Foamable Adhesive (OSFA): MDP -157.5 psf (Min. 0.5-inch thick) ➢ ICP Adhesives CR-20: MOP -117.5 psf (Min. 1.04nch thick) 8. Bonded polyisocyanurete insulation boards shall be maximum 4x 4 ft. 1 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 AN51/SPRI WD3, 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 2/3 enhancements. 10. For fully bonded assemblies, the maximum design pressurefor 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 ANSI/SPRI FX-1 or Testing Application Standard TA5105. Exterior Research and Design, U.C. d/b/a Trinityl ERD Evaluation Report 18230.03.08-R31 for FI2948-R12 Certificate of Authorization #9503 r EDITION (2017) FBC NON-HVHZ EVALUATION Revision 11: 10/14/2017 Prepared by: Robert Nieminen, PE-59166 Johns Manville SBS Modified Bitumen Roof Systems; (303) 978.4879 Appendix 1, Page 2 of 50 �1 I RINITY ERD 12. 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 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. 13. For Recover Applications using System Type D, the insulation Is optional. Alternatively, an FBC Approved coverboard may be used as a separator board, preliminarily attached prior to roof cover Installation. The existing roof system shall be suitable for a recover application. 14. Lightweight Insulating concrete (LWIC) shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWIC is referenced, refer to current LWIC Product Approval for specific deck construction and limitations. Unless otherwise noted, for systems where specific LWIC is not referenced, the minimum design mix shall be 300 psi. 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. 15. Unless otherwise noted, refer to the following references for bonded base, ply orcap sheet applications. ;, _.-' .�' .;.-.>-. ...,.: "y�`--'r '•.. 'JOHNSMANVILLEROOFCOVERS Reference Layer Material Application BP -AA Base Ply GlasBase Plus, PermaPly 28 (Base and Ply sheets, Ply GlasPly IV, GlasPly Premier, GlasBase Plus, PermaPly 28 Hot asphalt at 20-40 lbs/square Asphalt -Applied) BP -CAI (Base and Ply sheets, Cold- Base Ply or Ply GlasBase Plus, PermaPly 28 1M MBR Cold Application Adhesive Applied, 1-part) at 1.5 to 2.0 gal/square BP-CA2 (Base and Ply sheets, Cold- Base Ply or Ply GlasBase Plus, PermaPly 28 MBR Bonding Adhesive at l.5 to Applied, 2-part) . 2.0 gat/square 2 BP-Cf3 (Base and Ply sheets, Cold- Base Ply or Ply - GlasBase Plus, PermaPly 28, GlasPly IV, GlasPly Premier rm JM Premium Cold App at 1.5 to 2.0 gal/square Applied, I- art) Base Ply or Ply DynaPly TI, Dynallase, DynaBaseXr, DynaBase PR, Dynalastic 180 S, Dynalastic 250 S, DynaLastic 250 FRS 585-AA DynaPly TI, DynaKap TI, DynaKap FR T3, DynaKap FR TS CR, DynaKap FR T3 CR G, DynaGlas, DynaGlas FR, DynaGlas FR Xr, DynaGlas FR (SBS, Asphalt -Applied) Cap Ply XT CR, DynaGlas FR XT CR G, DynaGlas FR CIL DynaGlas FR CR G, DynaGlas 30 FR, DynaGlas 30 FR CR, DynaGlas 30 FR, DynaGlas 30 FR CR Hot asphalt at 20-40lbs/square XT, DynaLastic 180 S, Dynalastic 250 S, DynaLastic 250 FR S, DynaLastic 180, DynaLastic 180 FR, Dynalastic 180 FR CIL Dynalastic 180 FR CR G, Dynalastic 250, DynaLastic 250 FR, DynaLastic 250 FR CIL D nalastic 250 FR CR G, DynaMax FR, DynaMax FR CR, DynaMax FR CR G Base Ply or Ply DynaPly TI, DynaBase, DynaBase XT, DynaBase PR, DynaLastic 1805, DynaLastic 2505, DynaLastic 250 FRS SBS-CAS DynaPly T1, DynaKap TI, DynaKap FR TI, DynaKap FR TI CIL DynaKap FR TI CR G, DynaGlas, DynaGlas Fit, DynaGlas FR XT, DynaGlas FR JM MBR Cold Application Adhesive (SOS, Cold -Applied, 1-part) Cap Ply XT CR, DynaGlas FR XT CR G, DynaGlas FR CR, DynaGlas FR CR G, DynaGlas 30 FR, DynaGlas 30 FR CR, DynaGlas 30 FR, DynaGlas 30 FR CR at 1.5 to 2.0 gal square XT, DynaLastic 180 5, DynaLastic 250 S, Dynalastic 250 FR 5, DynaLastic 180, Dynalastic 180 FR, DynaLastic 180 FR CR, Dynalastic 180 FR CR G, Dynalastic 250, Dynalastic 250 FR, DynaLastic 250 FR CR, DynaLastic 250 FR CR G, DynaMax FR, DynaMax FR CR, DynaMax FR CR G Base Ply or Ply DynaPly TI, DynaBase, DynaBase XT, DynaBase PR, DynaLastic 180 S, Dynalastic 250 S, Dynalastic 250 FRS DynaPly Ti, DynaKap 71, DynaKap FR 71, DynaKap FR TS CIL DynaKap FR TS CR G, DynaGlas, DynaGlas Fit, DynaGlas FR XT, DynaGlas FR SBS-CA2 Cap Ply XT CR, DynaGlas FR XT OR G, DynaGlas FR CR, DynaGlas FR CR G, DynaGlas 30 FR, DynaGlas 30 FR CR, DynaGlas 30 FR, DynaGlas 30 FR CR JM MBR Bonding Adhesive at 1.5 to (SB5, Cold -Applied, 2-part) XT, DynaLastic 190 5, DynaLastic 2505, DynaLastic 250 FR S, Dynalastic 180, Dynalastic 180 FR, DynaLastic 180 FR CR, Dynalastic 180 FR 2.0 gal/square CR G, DynaLastic 250, DynaLastic 250 FR, Dynalastic 250 FR CR, DynaLastic Z50 FR CR G, DynaMax FR, DynaMax FR CR, DynaMax FR CR G Note: SBS-CA2 applications shall not be'mixed'wlth SBS-AA applications Exterior Research and Design, LLC. d/b/a TrinItyI ERD Evaluation Report J8230.03.08-1131 for FL2948-R12 CerN/Jcate of Authorization g9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 11: 10/14/2017 Prepared by: Robert Nleminen, PE-59166 Johns Manville SOS Modified Bitumen Roof Systems; (303) 9784879 Appendix 1, Page 3 of 50 111� NTINITYIERD 'JOHNS MANVILLE Roof COVERS(C'O'NTINUED)"; Reference Layer Material Application Base Ply or Ply DynaPly T1, Dynallase, DynaBase XT, DynaBase PR, Dynalastic 180 S, DynaLastic 250 S, Dynalastic RO FRS SBS-CA3 DynaPly T1, DynaKap T1, DynaKap FR T1, DynaKap FR TI CR, DynaKap FR T1 CR G, DynaGlas, DynaGlas FR, DynaGlas FR XT, DynaGlas FR JM Premium Cold Apo at 1.5 to 2.0 (SBS, Cold -Applied, 1-part) Cap Ply )(T CR, DynaGlas FR XT CR G, DynaGlas FR CR, DynaGlas FR CR G, DynaGlas 30 FR, DynaGlas 30 FR CR, DynaGlas 30 FR, DynaGlas 30 FR CR gal/square XT, Dynalastic 180 S, DynaLastic 250 S, Dynalastic 250 FR S, DynaLastic 280, DynaLastic 180 FR, DynaLastic 180 FR CR, DynaLastic 180 FR CR G, DynalastIc 250, Dynalastic 250 Fit, DynaLastic 250 FR CR, Dynalastic 250 FR CR G, DynaMax FIR, aMax FIR CR, aMax FR CR G Base Ply or Ply DynaBase HW, DynaWeld Base, DynaWeld 180 S SBS-TA DynaWeld Cap FR, DynaWeld Cap FR CR, DynaWeld Cap FR CR G. DynaWeld Cap 180, DynaWeld Cap 180 CR, DynaWeld Cap 180 FR, Torch -Applied (SBS,Torch-Applied) Cap Ply DynaWeld Cap 180 FR CR, DynaWeld Cap 180 FR CR 6, DynaWeld Cap 250, DynaWeld Cap 250 CR, DynaWeld Cap 250 FR, DynaWeld Cap 250 FR CR, DynaWeld Cap 250 FR CR G, DynaClad, DynaClad Copper SBISI�A Base P or P 2,2 Gdp Base SD/SA, DynaGrip Base SA/SA, JMCIeanBond SBS Base Sheet (SBS,a SBIf-adhering) p ZY 1 DY,!Ejp Cap, JMClean3ond SBS Cap Sheet Self -Adhering 16. Modified bitumen vapor barrier options for use over structural concrete deck followed by adhered Insulation applied as follows carry the following Maximum Design Pressure (MDP) limitations. The lesser of the MDP listings below vs. those in Table 3A applies: ,VAPbRBARR]iROPTIONs,'SiRO&V"LCbNCiEt,b PC , K111OU640 BWA&dim fgiaATIok P'ERTAq , I; 3A:, Option N Primer Vapor Barter Insulation Adhesive MDP (Pso VB-1. ASTM D41 Two plies GlasPly IV, GlasPly Premier In hot asphalt JM Roofing System Urethane Adhesive -180.0 (RSUA), 12-Inch o.c. VB-2. ASTM D41 Two plies GlasPly IV, GlasPly Premier In hot asphalt JM One -Step Foamable Adhesive (OSFA), -180.0 12-inch O.C. DynaPly T1, Dyna8me, DynaBase XT, DynaBase PR, Dynalastic 180 S, Dynalastic 2SO S, Dynalastic 250 FR S In hot asphalt JM One -Step Foamable Adhesive (CSFA), VB-3. ASTM D41 or DynaBase HW, DynaWeld Base, DynaWeld 1805 torch -applied 12-Inch o.c. -180.0 VB-4. JIvI SA Primer Low JM Vapor Baffler SA, self -adhered JM Two -Part Urethane Insulation -277.5 VOC Adhesive (UIA-2), 12-inch o.c. VB-S. JM SA Primer Low JM Vapor Barrier SA, self -adhered JM Roofing System Urethane Adhesive -277.5 VOC (RSUA), 12-Inch o.c. DynaPly T1, DynaBase, DynaBase Xr, DynaBase PR, Dynalastic 180 S, DynaLastic 2505, Dynalastic Z50 FR S In hot asphalt JM Two -Part Urethane Insulation VB-6. ASTM D41 or DynaBase KW, DynaWeld Base, DynaWeld 180 S torch -applied Adhesive (UIA-2),12-inch o.c. -277.5 VB-7. ASTM D41 DynaPly T1, DynaBase, DynaBase XT, DynaBase PR, DynaLastic 180 S, Dynalastic 250 S, Dynalastic 250 FR 5 In hot asphalt JM Roofing System Urethane Adhesive -277.5 (RSUA), 12-Inch o.c. VB-8. ASTM D41 DynaBase HW, DynaWeld Base, DynaWeld 180 S torch -applied JM Roofing System Urethane Adhesive - 292.5 I I (RSUA), 12-Inch o.c. 17. "MDP' = 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. Exterior Research and Design, U.C. d/b/a Trinity] ERD Evaluation Report J8230.03.OB-R11 for FL294&R72 certiflcate of Authorization 49503 Gt" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 11: 10/14/2017 Prepared by: Robert Nlemlnen, PE-59166 Johns Manville SBS Modified Bitumen Roof Systems; (303) 9784879 Appendix 1, Page 4 of 50 �i TRJNITYERD - W CONSTRUCTION Da REROOF ,.. SYSTEM,d1fPEE'IMECHANICA�LL9 ATiACHEDBA5E5FIEETi B0NOEDR0OFC0VER,.:,; ,TAB .. System Deck LWC Base Sheet Roof Cover (Note 15) MDP Type Fasteners Attach Base Ply Cap Ply No. (Note 3) (Note 14) (Psf) Min. 22 ga, type B, DynaBase, GlasPly 1M LWC OR Base 7-Inch o.c. at the 4-Inch lap and BP -AA, BP-CA2 SBS-AA, SBS- LWC-73 Grades steel or Min. 300 psi, minimum 2-inch [hick CelcoreLWIC Premier,lation ly 28 7-inch,staIn equally SBS-AA, -75.0 structural concrete arVentsulation Sheet Fastener gtwo, spaced, staggered center rows CA2 dr SBSTA CA2 or SBS-TA Trufast Twin Loc Min. 22 ga, type B, Min. 498 psi, minimum 2-Inch thick Celcore MF Tubes or 1M Ultrelok 6-Inch o.c within the min.4- LWC-72 Grade 33 steel or Cellular Concrete with Celcore HS Rheology DynaFast 180 HW or Tube (1.8-Inch) inch wide, heat -welded side laps (Optional) SBS SBS-TA -75.0 structural concrete Modifying Admixture DynaFast 250 HW through Trufast and 6-inch o.c. In one center TA Batten Bar or JM row Metal Batten TL Min. 22 ga, type B, Min. 430 psi, minimum 2-Inch thick Elasthell LWIC PermaPly 28, GlasBase JM LWC CR Base 7-Inch o.c. at the 4-Inch lap and SBS-AA, 5B5- LWC-73 Grade 33 steel or with Zell -Crete Fibers Plus, DynaBase or Sheet Fastener, min. 7-inch o.c. In two, equally SBS-AA, SBS-TA TA -75.0 structural concrete Ventsulation 1.7-Inch spaced, staggered center rows Min. 22 ga, type B, Min. 430 psi, minimum 2-Inch thick Elastizell LWIC JM LWC CR Base 7-inch o.c. at the 4-Inch lap and SBSCAI, SBS- 505-CA-1, SBS- Gradesteel with Zell -Crete Fibers DynaBase Sheet Fastener, min. 7-Incho.c.intwo, equally CA2 CA2 -75.0 structural structuras l concrere te 1.7-Inch spaced, staggered center rows Min. 22 gad type B, Grade 33 Min. 300 psi, minimum 2.25-inch thick Concrecel GIasP Premier, PermaPly2& JM LWC CR Base 7-Inch oats of the4-inrh lap and ]-inch in BP -AA, BP-CA2 SBS-AA SBS- LWC- steel or LWIC I r Sheet Fastener o.c. two, equally SBS-AA SBS- CA20 58ST _ SZS structural concrete entsulatio spaced, staggered center rows CA2 or5BSTA . Min. 22 ga, type B, Min. 300 psi, minimum 2.25-inch thick Concrecel 1M LWC OR Base 7-inch o.c at the 4-Inch lap and LWC-76 Grade 33 steel or LWIC. Note: To qualify the LWC; thefostenersholl PermaPly 28 Sheet Fastener 7-inch o.c in two, equally SBS-CA3 SBSCA3 -90.0 structural concrete document min. J031bfper Note 11. (Note 11) spaced, staggered center row Trufast Twin Loc Min. 498 psi, minimum 2-Inch thick Celcore MF Tubes orJM UltraLok 6-Inch o.c. within the min. 4- LWC-77 Structural concrete Cellular Concrete Celcore HS Rheology DynaFast 180 HW or Tube (1.8-Inch) inch wide, heat -welded side laps (Optional) SBS- SBS-TA -90.0 Modifying Admixture re DynaFast 250 HW through Trufast and 6-Inch o.c. in one center TA Batten Bar or lM row Metal Batten TL Min. 300 psi, minimum 2-inch thick Concrxel LWIC. PermaPly 28, 1M LWC CR Base 6-Inch oats at the4-Inch lap and LWC-78 Structural concrete Note. To qualify the LWC, thefastenershall Ventsulation, Sheet Fastener 6-Inch o.c at three, equally BP -AA or SBS SBS-AA -120.0 I' document min. 981b per fP Note 11. DynaBase or GlasPly (Note 11) spaced, staggered center rows AA Premier Min. 22 ga, type B. Trufast FM•290 7-Inch o.c. at the 4-Inch lap and BP -AA, BP-CA2 SBS-AA, SBS- LWC-79 Grade 33 steel or Min. 300 psi, minimum 2-Inch thick Meadcrete GlasPly Premier 7-inch oats in two, equally SBS-AA, SBS -127.5 structural concrete Fasteners spaced, staggered center rows CA2 or SBS-TA CA2 or SBS-TA Min. 22 ga. type ed 50%strip mop plus: Fasteners 4- BP -AA, BP-CA2 LWC-BD Grades steelre Min. 300 psi, minimum 2.25-Inch thick Concrecel GlasPly Premier JM LWC OR Base Inch o.c. at the 4-Inch lap and 4- SBSAA,SBS SBS-AA, SBS- -146.0 structural concrete LWIC Sheet Fastener Inch o.c. In four equally spaced; CA2 or SBSTA CA2 or SBS-TA staggered center rows Exterior Research and Design, U.C. d/b/a Trinity(ERD Evaluation Report 18230.03.08-11I1 for FL2948-R32 Certificate of Authorization 49503 a EDITION (2017) FBC NON-HVHZ EVALUATION Revision 11: 10/14/2017 Prepared by: Robert Nieminen, PE-59166 Johns Manville SBS Modified Bitumen Roof Systems, (303) 978-4879 Appendix 1, Page 38 of 50 l