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FL# FL2948-R12
Application Type Revision FEB 2 6 �01.p
Code Version 2017 r CC V J
Application Status Approved ST. Lucie County, Permittirlo
Comments
Archived
Product Manufacturer Johns Manville
Address/Phone/Email P.O. Box 5108
Denver,CO 80217
(303)978-4879
codes@jm.com FILE Co
Authorized Signature Chris McBride
codes@jm.com Py
Technical Representative
Address/Phone/Email
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 06/23/2019
Validated By John W. Knezevich, PE
Validation Checklist-Hardcopy Received
Certificate of Independence FL2948 R12 COI 2017 01 COI Nieminen.odf
Referenced Standard and Year(of Standard) Standard Year
ASTM D6162 2008
ASTM D6163 2008
ASTM D6164 2011
ASTM D6298 2005
FM 4470 2012
FM 4474 2011
TAS 114 2011
UL1897 2012
Equivalence of Product Standards
Certified By
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvTnWP 1 azlv9... 1/30/2018
Florida Building Code Online Page 2 of 2
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 10/16/2017
Date Validated 10/17/2017
Date Pending FBC Approval 10/17/2017
Date Approved 12/12/2017
Summary of Products
FL# Model,Number or Name Description
2948.1 Johns Manville SBS Modified SBS modified bitumen roof systems
Bitumen Roof Systems
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL2948 R12 II 2017 10 FINAL Al ER JM SBS FL2948-
Approved for use outside HVHZ:Yes R12.Ddf
Impact Resistant: N/A Verified By: Robert Nieminen PE-59166
Design Pressure: +N/A/-495.0 Created by Independent Third Party: Yes
Other:The Design Pressure noted in this application relates Evaluation Reports
to one specific assembly in the ER. Refer to the ER Appendix FL2948 R12 AE 2017 10 FINAL ER JM SBS FL2948-
for other systems and design pressures. Refer to ER Section R12.Ddf
5 for Limits of Use. Created by Independent Third Party: Yes
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supply a personal address,please provide the 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 click here.
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m
TRINFY ERD
APPENDIX 1:ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE
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
1E 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
1H 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
213 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,Bonded Roof Cover 27
3C Structural concrete New or Reroof(Tear-Off) F Non-Insulated,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,Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 33
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,Mech.Attached Base Sheet,Bonded Roof Cover 34-38
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-Off) 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
5A CWF New or Reroof(Tear-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.Attached Insulation,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 423.25.4.1 EHPA Systems per SSTD 12-99 50
Exterior Research and Design,LLC.d/b/a Trinity(ERD Evaluation Report 18230.03.08-R11 for FL2948-1112
Certificate of Authorization#9503 6T"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 1 of 50
TRINITY ERD
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:
Y Wood Deck: UltraFast Fasteners or All Purpose Fasteners with UltraFast Metal Plates. Minimum 0.75-inch plywood penetration or minimum 1-inch wood plank embedment.
Y 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.
Y 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 polyisocyanurate,polystyrene,wood fiberboard,perlite,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 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 2.2.10.1.3 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 manufacturer's published instructions.
Y Hot asphalt(HA): Full coverage at 25-30 lbs/square
Y JM MBR Bonding Adhesive(MBR-BA): Continuous 0.75-inch wide ribbons,12-inch o.c.or full coverage at 2.0 gal/square
Y JM Two-Part Urethane Insulation Adhesive(UTA-2): Continuous 0.75-inch wide ribbons,12-inch o.c. Note:JM Green Two-Part Urethane Insulation Adhesive may be used where UTA-2 is referenced.
Y JM Roofing System Urethane Adhesive(RSUA): Continuous 0.5 to 0.75-inch wide ribbons,12-inch o.c.
Y JM One-Step Foamable Adhesive(OSFA): Continuous 0.5 to 0.75-inch wide ribbons,12-inch o.c.
Y ICP Adhesives CR-20: Continuous 2.5 to 3.5-inch ribbons,12-inch o.c.
Y 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.
Y Note: The maximum edge distance from the adhesive ribbon to the edge of the insulation board 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 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:
Y JM Two-Part Urethane Insulation Adhesive(UTA-2): MDP -315.0 psf (Min.0.5-inch thick)
Y 1M Roofing System Urethane Adhesive(RSUA): MDP -157.5 psf (Min.0.5-inch thick)
Y JM One-Step Foamable Adhesive(OSFA): MDP -157.5 psf (Min.0.5-inch thick)
Y ICP Adhesives CR-20: MDP -117.5 psf (Min.1.0-inch thick)
8. Bonded polyisocya nu rate insulation boards shall be maximum 4 x 4 ft.
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 WDl, 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 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.
C11. 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 TAS 105.
Exterior Research and Design,I.I.C.d/b/a Trinity)ERD Evaluation Report 18230.03.08-Ril for FL2948-1112
Certificate of Authorization 119503 6T"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
TRINITY 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 or cap sheet applications.
JOHNS MANVILLE ROOF COVERS
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-CAl
(Base and Ply sheets,Cold- Base Ply or Ply GlasBase Plus,PermaPly 28 at MBR Cold Application Adhesive
1.5 to 2.0 gal/square
Applied,1-part) at
BP-CA2 JIM
(Base and Ply sheets,Cold- Base Ply or Ply GlasBase Plus,PermaPly 28 MBR Bonding Adhesive at 1.5 to
2.
Applied,2-part) 2.0 gal/square
B P-CA3
(Base and Ply sheets,Cold- Base Ply or Ply GlasBase Plus,PermaPly 28,GlasPly IV,GlasPly Premier 1M Premium Cold App at 1.5 to 2.0
gal/square
Applied,1-part)
Base Ply or Ply DynaPly Tl,DynaBase,DynaBase XT,DynaBase PR,DynaLastic 180 S,DynaLastic 250 S,DynaLastic 250 FR S
SBS-AA DynaPly Tl, ynaKap 1,DynaKap FR Tl,DynaKap FR Tl CR,DynaKap FR Tl CR G DynaGlas,DynaGlas FR,DynaGlas FR XT,DynaGlas FR
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 Hot asphalt at 20-40 lbs/square
(SBS,Asphalt-Applied) Cap Ply XT,Dynalastic 180 S,DynaLastic 250 S,DynaLastic 250 FR S,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 Tl,DynaBase,DynaBase XT,DynaBase PR,DynaLastic 180 S,DynaLastic 250 S,DynaLastic 250 FR S
SBS-CA1 DynaPly Tl,DynaKap Tl,DynaKap FR Tl,DynaKap FR Tl CR,DynaKap FR Tl CR G,DynaGlas,DynaGlas FR,DynaGlas FR XT,DynaGlas FR JM MBR Cold Application Adhesive
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
(SBS,Cold-Applied,1-part) Cap Ply XT,DynaLastic 180 S,DynaLastic 250 S,DynaLastic 250 FR S,DynaLastic 180,DynaLastic 180 FR,DynaLastic 180 FR CR,DynaLastic 180 FR at 1.5 to 2.0 gal/square
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 Tl,DynaBase,DynaBase XT,DynaBase PR,DynaLastic 180 S,DynaLastic 250 S,DynaLastic 250 FR S
DynaPly Tl,DynaKap Tl,DynaKap FR Tl,DynaKap FR T1 CR,DynaKap FR Tl CR G,DynaGlas,DynaGlas FR,DynaGlas FR XT,DynaGlas FR
SBS-CA2 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 JM MBR Bonding Adhesive at 1.5 to
(SBS,Cold-Applied,2-part) XT,DynaLastic 180 S,DynaLastic 250 S,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 250 FR CR G,DynaMax FR,DynaMax FR CR,DynaMax FR CR G
Note: SBS-CA2 applications shall not be'mixed'with SBS-AA applications
Exterior Research and Design,LLC.d/b/a Trinity)ERD Evaluation Report 18230.03.08-Rll for FL2948-R12
Certificate of Authorization#9503 6T"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 3 of 50
TRINITY ERD
JOHNS MANVILLE ROOF COVERS(CONTINUED)
Reference Layer Material Application
Base Ply or Ply DynaPly Tl,DynaBase,DynaBase XT,DynaBase PR,DynaLastic 180 5,DynaLastic 250 S,DynaLastic 250 FR S
SBS-CA3 DynaPly Tl,DynaKap Tl,DynaKap FR Tl,DynaKap FR T1 CR,DynaKap FR T1 CR G,DynaGlas,DynaGlas FR,DynaGlas FR XT,DynaGlas FR JM Premium Cold App at 1.5 to 2.0
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
(SBS,Cold-Applied,1-part) Cap Ply XT,DynaLastic 180 5,DynaLastic 250 S,DynaLastic 250 FR 5,DynaLastic 180,DynaLastic 180 FR,DynaLastic 180 FR CR,DynaLastic 180 FR gal/square
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 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 G,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
SBS-SA Base Ply or Ply DynaGrip Base SD/SA,DynaGrip Base SA/SA,JMCIeanBond SBS Base Sheet
(SBS,self-adhering) Cap Ply DynaGrip Cap,JMCIeanBond 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:
VAPOR BARRIER OPTIONS;STRUCTURAL CONCRETE DECK;FOLLOWED BY ADHERED INSULATION PER TABLE 3A:
Option# Primer Vapor Barrier Insulation Adhesive MDP(psf)
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 Tl,DynaBase,DynaBase XT,DynaBase PR,DynaLastic 180 S,DynaLastic 250 S,DynaLastic 250 FR S in hot asphalt JM One-Step Foamable Adhesive(OSFA),
VB-3. ASTM D41 180.0
or DynaBase HW,DynaWeld Base,DynaWeld 180 S torch-applied 12-inch o.c.
JM SA Primer Low JM Two-Part Urethane Insulation
VB-4. VOC JM Vapor Barrier SA,self-adhered Adhesive(UTA-2),12-inch o.c. 277.5
VB-5. JM SA Primer Low JM Vapor Barrier SA,self-adhered JM Roofing System Urethane Adhesive -277.5
VOC (RSUA),12-inch o.c.
VB-6. ASTM D41 DynaPly Tl,DynaBase,DynaBase XT,DynaBase PR,DynaLastic 180 S,DynaLastic 250 S,DynaLastic 250 FR S in hot asphalt JM Two-Part Urethane Insulation -277.5
or DynaBase HW,DynaWeld Base,DynaWeld 180 S torch-applied Adhesive(UTA-2),12-inch o.c.
VB-7. ASTM D41 DynaPly Tl,DynaBase,DynaBase XT,DynaBase PR,DynaLastic 180 S,DynaLastic 250 S,DynaLasticJM Roofing System Urethane Adhesive 250 FR S in hot asphalt 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
(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,LLC.d/b/a Trinity)ERD Evaluation Report J8230.03.08-R11 for FL2948-1132
Certificate of Authorization#9503 6T"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 4 of 50
TRINITY ERS
TABLE 4D: LIGHTWEIGHT CONCRETE DECKS-NEW CONSTRUCTION oR REROOF(TEAR-OFF)
SYSTEM TYPE E: MECHANICALLY ATTACHED BASE SHEET,BONDED ROOF COVER
System Deck LWC Base Sheet Roof Cover(Note IS) MDP
No. (Note 1) (Note 14) Type Fasteners Attach Base Ply Cap Ply (psf)
Deck Treatment:Celcore S-1 broom applied to steel Trufast Twin Loc
Min.22 ga,type B, deck in continuous film prior to placement of LWC. 6-inch o.c.within the min.4-
Tubes(1.8-inch) (Optional)SBS-
LWC-53 Grade 33 steel or LWC: Min.430 psi,minimum 2-inch thick Celcore DynaFast 180 S through Trufast Twin inch wide,heat-welded side CAS SBS CAi 52.5
structural concrete MF Cellular Concrete with Celcore HS Rheology Loc Coiled Batten Bar laps.
Modifying Admixture
Deck Treatment:Celcore S-1 broom applied to steel Trufast Twin Loc
Min.22 ga,type B, deck in continuous film prior to placement of LWC. DynaFast 180 HW or Tubes(1.8-inch) 6-inch o.c.within the min.4- (Optional)SBS-
LWC-54 Grade 33 steel or LWC: Min.430 psi,minimum 2-inch thick Celcore DynaFast 250 HW through Trufast Twin inch wide,heat-welded side TA SBS-TA -52.5
structural concrete MF Cellular Concrete with Celcore HS Rheology Loc Coiled Batten Bar laps.
Modifying Admixture
Min.22 ga,type B, DynaBase,GlasPly 7-inch o.c.at the 4-inch lap and BP-AA,BP-CA2 SBS-AA,
LWC-55 Grade 33 steel or Min.200 psi,minimum 2 inch thick Mearicrete JM LW[[R Base SBS-
60.0
LWIC Premier,PmaPly 28 7-inch o.c.in three,equally SBS AA,SBS
er
structural concrete
or Ventsulation Sheet Fastener spaced,staggered center rows CA2 or SBS-TA CA2 or SBS-TA
Min.22 ga,type B, Min.300 psi,minimum 2-inch thick pre-existing GlasPly Premier, 9-inch o.c.at the 4-inch lap and BP-AA,BP-CA2
JM UltraLok SBS-AA,SBS-
LWC-56 Grade 33 steel or cellular LWIC. Note:To qualify the LWC,the PermaPly 28 or (Note 11) 9-inch o.c.in two,equally SBS-AA,SBS- CA2 or SBS-TA 60.0
structural concrete fastener shall document min.88 lbf per Note 11. Ventsulation spaced,staggered center rows CA2 or SBS-TA
Min.22 ga,type B, Min.250 psi,minimum 2-inch thick pre-existing DynaBase,GlasPly JM LWC CR Base 7-inch o.c.at the 4-inch lap and BP-AA,BP-CA2 SBS-AA,SBS-
LWC-57 Grade 33 steel or cellular LWIC. Note:To qualify the LWC,the Premier,PermaPly 28 Sheet Fastener 7-inch o.c.in two,equally or SBS-AA,SBS- CA2 60.0
structural concrete fastenershall document min.69lbf per Note 11. or Ventsulation (Note 11) spaced,staggered center rows CA2
Min.22 ga,type B, PermaPly 28 or GlasPly 1M LWC CR Base 6-inch o.c.at the 4-inch lap and
LWC-58 Grade 33 steel or Min.500 psi,minimum 2-inch thick Concrecel LWIC Premier Sheet Fastener 6-inch o.c.at three,equally SBS-SA SBS-TA -60.0
structural concrete spaced,staggered center rows
Min.22 ga,type 8, PermaPly 28, 6-Inch o.c.at the 4-Inch lap and BP-AA,SBS-AA,
Ventsulation, JM LWC CR Base SBS-AA,SBS
LWC-59 Grade 33 steel or Min.500 psi,minimum 2-inch thick Concrecel LWIC DynaBase or GlasPly Sheet Fastener 6 inch o.c.at three,equally SBS CA3 or SBS CA3 or SBS-TA 60.0
structural concrete Premier spaced,staggered center rows TA
Min.22 ga,type B, Min.350 psi,minimum 2-inch thick Celcore MF 6-inch o.c.at the 4-inch lap and
Sheet Fastener LWC-60 Grade 33 steel or Cellular Concrete with Celcore HS Rheology PermaPly 28 or GlasPly LWC Base 6-inch o.c.at three,equally SBS-SA SBS-TA -60.0
structural concrete Modifying Admixture Premier Shspaced,staggered center rows
PermaPly 28, 6-inch o.c.at the 4-inch is and BP-AA,SBS-AA,
Min.22 ga,type B, Min.350 psi,minimum 2-inch thick Celcore MF p SBS-AA,SBS-
Ventsulation, JM LWC CR Base 6-inch o.c.at three,equally SBS-CA3 or SBS -60.0
LWC-61 Grade 33 steel or Cellular Concrete with Celcore HS Rheology DynaBase or GlasPly Sheet Fastener q y CA3 or SBS-TA
structural concrete Modifying Admixture Premier spaced,staggered center rows TA
Min.22 ga,type B, Min.350 psi,minimum 2-inch thick pre-existing JM LWC CR Base 9-inch o.c.at the 4-inch lap and
PermaPly 28 or GlasPly
LWC-62 Grade 33 steel or cellular LWIC. Note:To qualify the LWC,the premier Sheet Fastener 9-inch o.c.at three,equally
SBS-SA SBS-TA -60.0
structural concrete fastener shall document min.66 lbf per Note 11. (Note 11) spaced,staggered center rows
Exterior Research and Design,U.C.d/b/a Trinity(ERD Evaluation Report 18230.03.08-1131 for FL2948-1132
Certificate of Authorization 119503 6r"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 11:10/14/2017
Prepared by: Robert Nieminen,PE-59166 Johns Manville SRS Modi atil Rktn W Roof Systems;(303)97"79 Appendix 1,Page 36 of 50