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-71K 7WA
FL# FL3037-116
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived F
Product Manufacturer Johns Manville
Address/Phone/Email P.O.Box 5108
Denver,CO 80217
(303)978-4879
codes@Jm.com
Authorized Signature Vanessa Indarte-van der Plaat
codes@Jm.com
Technical Representative u, 0
Address/Phone/Email
0
Quality Assurance Representative VA s
Address/Phone/Email lv ���J/►_A1
Category Roofing
Subcategory Built up Roofing
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
�W'i Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Robert Nieminen
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
r^
Validation Checklist-Hardcopy Received
Certificate of Independence FL1037 R6 COI 2015 01 COI Nieminen.ocif
Referenced Standard and Year(of Standard) Standard Year
ASTM D2178 2004
ASTM D3909 1997
ASTM D4601 2004
FM 4470 1992
FM 4474 2004
TAS 114 2011
Equivalence of Product Standards
Certified By
Sections from the Code
http://www.floridabuilding.org/pr/pr_appdtl.aspx?param=wGEVXQwtDqud%2fA7YzPJ... 6/28/2016
Florida Building Code Online Page 2 of 2
Product Approval Method Method 1 Option D
Date Submitted 04/29/2015
Date Validated 04/30/2015
Date Pending FBC Approval 05/10/2015
Date Approved 06/23/2015
Summary of Products
FL# Model,Number or Name Description
1037.1 JIM Built-Up Roof Systems Johns Manville asphalt-applied built-up roof(BUR)systems
Limits of Use Installation Instructions -
Approved for use In HVHZ:No FL1037 R6 II 2015 04 FINAL Al ER JM BUR FL1037-R6.odf
Approved for use outside HVHZ:Yes Verified By:Robert Nieminen PE-59166
Impact Resistant:N/A Created by Independent Third Party:Yes
Design Pressure:+N/A/-495 Evaluation Reports
Other:1.)Refer to ER for Limits of Use.2.)The design pressure in this FL1037 R6 AE 2015 04 FINAL ER JM BUR FL1037-R6.Odf
application relates to one specific assembly.Refer to the ER Appendix for Created by Independent Third Party:Yes
all assemblies and associated max.design pressures.
'STit1 rifax'
Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850.487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,emall.addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275
(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The
emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to 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.
Product Approval Accepts:
® eCticek
sccuritvs_u:Tiucs
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�'--,/TRINITYJ ERD
TABLE 1A-1:WOOD DECKS-NEW CONSTRUCTION OR REROOF(TEAR-OFF)
SYSTEM TYPE A-2: MECHANICALLY ATTACHED ANCHOR SHEET,BONDED INSULATION,BONDED ROOF COVER
System Deck Anchor Sheet Base Insulation Top Insulation MDP
No. (See Note 1) Type Fasteners Attach Type Attach Type Attach Roof Cover (Psf)
GlasBase, 32 ga.,1-5/8" 12"o.c.at the 4- One or more layers,any combination Min 1.5"Fesco Foam or
Min.19/32" GlasBase Plus, diameter tin caps inch lap and 12" Min 1"ENRGY 3,JM ISO 3,Fesco Foam Dura Foam;Min%"Retro- JM BUR. See
Retro-Fit Board Fit Board
W-1. plywood at max. PermaPly No.28 with 11 ga. o.c.in two equally HA HA -60.0
P g spaced,24-inch span or Ventsulation annular rin s acedstaggered or Dura Foam;Min/: s Dura Board; Note 12.
gg or Dura Board;Min''/e"Fesco Board Min%"Fesco Board
base sheet shank nails center rows
TABLE 1A-2:WOOD DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER
SYSTEM TYPE A-2: MECHANICALLY ATTACHED ANCHOR SHEET,BONDED INSULATION,BONDED ROOF COVER
System Deck Anchor Sheet Base Insulation Top Insulation Roof Cover MDP
No. (See Note 1) Type Fasteners Attach Type Attach Type Attach (Psf)
Two plies GlasBase, 9"o.c.at the 4- One or more layers,any combination
Min.19/32" Min 1.5"Fesco Foam or
GlasBase Plus, inch lap and 12" Min 1"ENRGY 3,JM ISO 3;Min 1.5" ,,
plywood at Dura Foam;Min/:'Retro- JM BUR. See
W-2' max.24-inch PermaPly 28 or See Note 2 o.c.in two equally Fesco Foam or Dura Foam;Min Y:" HA Fit Board or Dura Board, HA Note 12. -52.5
span Ventsulation base spaced,staggered Retro-Fit Board or Dura Board;Min%" Min'/."Fesco Board
sheet center rows Fesco Board
8"o.c.at the 3-
Min.19/32" • inch lap and 8" One or more layers,any combination Min 1.5"Fesco Foam or
plywood at GlasPly Premier base o.c.In three Min 1"ENRGY 3,JM ISO 3,Fesco Foam Dura Foam;Min h"Retro- JM BUR. See
W-3. max.24-inch sheet See Note 2 equally spaced, or Dura Foam;Min Y:"Retro-Fit Board HA Fit Board or Dura Board; HA Note 12. -52.5
span staggered center or Dura Board;Min%"Fesco Board Min Y4"Fesco Board
rows
TABLE 1B:WOOD DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER
SYSTEM TYPE B: MECHANICALLY ATTACHED BASE INSULATION,BONDED TOP INSULATION LAYER,BONDED ROOF COVER J
System Deck(See Note i) Base Insulation Layer Top Insulation Layer Roof Cover MDP
No. Type Fasteners Attach Type Attach (Psf)
Min%"Fesco Board;Min 1.5"
W 4'
Min.19/32"plywood at max.24- Min 1"ENRGY-3 orJM ISO 3 See Note 2 1 per 2ft' Fesco Foam or Dura Foam;Min%" HA JM BUR. See Note 12. -45.0*
inch span Min Y."Fesco Board or DuraBoard
Retro-Flt Board or DuraBoard
Min%"Fesco Board;Min 1.5"
W-5. Min.19/32"plywood at max.24- Min.1.4" Foam 3 or JMor Dura
ISO 3,Min See Note 2 1 per 2.67ftz Fesco Foam or Dura Foam;Min Y." HA JM BUR. See Note 12. -45.0*
inch span 1.5"Fesco Foam Foam Retro-Fit Board or DuraBoard
Exterior Research and Design,I.I.C.d/b/a Trinity ERD Evaluation Report 19340.05.08-R3 for F1.3037-116
Certificate of Authorization#9503 Revision 3:04/28/2015
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 3 of 14
�J TRINITY ERD
TABLE 1C: WOOD DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER
SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION,BONDED ROOF COVER
Base Insulation Layer Top Insulation Layer Roof Cover
System No. Deck(See Note 1) MDP(psf)
Type Attach Type Fasteners Attach Base Ply Cap
Min.19/32"plywood at max. (Optional)One or Min Y."Fesco Board
W-6' 24-inch span more layers,any Loose laid Min X"Retro-Fit Board or See Note 2 1 per 2ft2 JM BUR. See Note 12. -45.0`
combination DuraBoard
Min.19 32' I (Optional)One or
W-7. / 'plywood at max. more layers,any Loose laid Min 1.5"Fesco Foam or Dura See Note 2 1 per 2.67ftz JM BUR. See Note 12. 45.0'
24-inch span combination [Foam
TABLE 11):WOOD DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER
SYSTEM TYPE D: PRELIMINARILY ATTACHED INSULATION,MECHANICALLY ATTACHED BASE SHEET,BONDED ROOF COVER
System Deck Insulation Layer(s) Base Sheet Roof Cover
No. (See Note 1) Type Attach Base Fasteners f H--- -Attach... Ply Cap MDP(psf)
One or more @"stat at the 3-inch lap and_;B" One or more plies of GlasBase, (Optional)One ply of
Min.19/32'plywood Prelim One ply of GlasBase Plus,Perma Ply No.28,
W 8' at max.24-inch span layersany See Not Attach GlasPly Premier 2 stag in three equally spaced, GlasPly IV and/or GlasPly Premier GlasKap,GlasKap
combination staggered centerrows or GlasKap,Plus CR -52.5
� -
(min 2 plies if no cap)
l r
TABLE 1E:WOOD DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF)
SYSTEM TYPE E: NON-INSULATED,MECHANICALLY ATTACHED BASE SHEET,BONDED ROOF COVER
System Deck(See Note 1) Base Sheet Roof Cover
No. Type Fasteners Attach Ply' Cap MDP(psf)
Min.19/32"plywood at max. GlasBase,GlasBase Plus, 32 ga.,1-5/8"diameter tin 9"o.c,at the 3-inch lap and 18"
W-9' 24-inch span PermaPly 28 or Ventsulation caps with 11 ga.annular ring o.c.in two equally spaced, -45.0'
shank nails staggered center rows
Min.19/32"plywood at max. Two plies GlasBase,GlasBase 32 ga.,1-5/8"diameter tin 9"o.c.at the 3-inch lap and 12' One or more plies of
W-10. 24-inch span Plus,PermaPly 28 or caps with 11 ga.annular ring o.c.in two equally spaced, GlasBase,GlasBase -52.5
Ventsulation shank nails staggered center rows Plus,Perma Ply No.28, (Optional)One ply
8"o.c.at the 3-inch lap and 8" GlasPly IV and/or GlasKap,GlasKap CRR
or
W-11. Min.19/32'plywood at max. GlasPly Premier base sheet See Note 2 o.c.in three equally spaced, GlasPly Premier(min 3 GlasKap Plus
24-inch span -52.5
staggered center rows plies if no cap)
Min.19/32"plywood at max. GlasBase,GlasBase Plus, 32 ga.,1-5/8"diameter tin 9"o.c.at the 3-inch lap and 12"
Mi
W-12. Mi inch span PermaPly GlasBase
or Ventsulation caps with 11 ga.annular ring o.c,in two equally spaced, -60.0
shank nails staggered center rows
Exterior Research and Design,I.I.C.d/b/a Trinity I ERD Evaluation Report J9340.05.08-R3 for F1.1037-116
Certificate of Authorization#9503 Revision 3:04/28/2015
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 4 of 14
\, TRS INITY ERD
The following notes apply to the systems outlined herein:
1. 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 AHJ. Wind load resistance of the roof deck shall be
documented through proper codified and/or FBC Approval documentation.
p Fasteners shall be of sufficient length for the following engagements:
2. Ofils gtyhVo dpeckted,fasts Ultra Fast Fastenssear AllPurl osenFastenersewithUlltraFast MetI PlatesMinimum-%=inch plywood penetration:or iniriimum,l=inch wood plank embedment.
'Steel Deck: UltraFast Fasteners or All Purpose Fasteners with UltraFast Metal Plates. Minimum%-inch steel penetration and engage the top flute of the steel deck.
D Concrete Deck: 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 or Invinsa Roof Board that meets the QA requirements
of F.A.C.Rule 61G20-3 and is documented as meeting FBC 1505.1 and,for foam plastic,FBC Chapter 26,when installed with the roof cover.
4. 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.
D ,Hot asphalt(HA): Full coverage at 25-30 lbs/square
D JM MBR Bonding Adhesive(MBR-BA): Continuous Winch wide ribbons,12-inch o.c.or full.coverage at 2.0 gal/square
➢ JM Two-Part Urethane Insulation Adhesive(UTA-2): Continuous Winch wide ribbons,12-inch o.c.
3M CR-20: Continuous 2%to 3'/:-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 specified ribbons spacing.
S. 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 fora 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:
➢ JM Two-Part Urethane Insulation Adhesive(UTA-2): MDP= -315.0 psf (Min.0.5-inch thick)
3M CR-20: MDP= -117.5 psf (Min.1.0-inch thick)
6. Bonded polyisocyanu rate insulation boards shall be maximum 4 x 4 ft.
7. 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 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.
8. For assemblies where all components are fully adhered,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.
9. 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 TAS 105 or ANSI/SPRI FX-1.
10. For existing substrates in a bonded recover installation,the existing roof surface shall be examined for compatibility and bond performance with the selected adhesive,and the existing roof system shall be capable of
resisting project design pressures on its own merit to the satisfaction of the AHJ,as documented through field uplift testing in accordance with ASTM E907,FM LPDS 1-52,ANSI/SPRI IA-1 or TAS 124.
11. 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. 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.
12. Unless otherwise noted,a JM BUR Roof Cover consists of hot asphalt applications of an optional base sheet of Glasbase,Glasbase Plus,PermaPly 28 or DynaBase followed by two or more plies of GlasPly IV or GlasPly
Premier and an optional cap sheet of GlasKap,GlasKap Plus or GlasKap CR. Systems without a cap sheet shall be surfaced in accordance with JM requirements,meeting the fire resistance requirements of FBC 1505.1.
13. "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 19340.05.08-R3 for FL3037-R6
Certificate of Authorization#9503
Revision 3:04/28/2015
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 2 of 14
JTRINITY�ERD
APPENDIX I:'ATTACHMENT REQUIREMENT$FOR WIND.OPLIFr"REsISTANCE-.
Table Deck Application Type Description Page
3A-1 Wood New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 3
IA-2 Wood New or Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 3
1B Wood New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 3
1C Wood New,Reroof(Tear-Off)or Recover, C Mech.Attached Insulation,Bonded Roof Cover 4
1D Wood New,Reroof(Tear-Off)or Recover D Prelim.Attached Insulation,Mech.Attached Base Sheet,Bonded Roof Cover 4
1E Wood New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 4
2A Steel or Conc. New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 5
2B Steel or Conc. New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 6
2C Steel or Conc. New,Reroof(Tear-Off)or Recover D Prelim.Attached Insulation,Mech.Attached Base Sheet,Bonded Roof Cover 6
3A Concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 7
3B Concrete New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 7
4A LWIC New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 8
4B LWIC New or Reroof(Tear-Off) E Mech.Attached Base Sheet,Bonded Roof Cover 9
4C LWIC New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 9
5A-1 CWF New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 10
SA-2 CWF New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 10
513 CWF New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 10
5C CWF New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 11
5D-1 CWF New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover it
5D-2 CWF New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 11
6A-1 Gypsum Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 12
6A-2 Gypsum Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 12
6A-3 Gypsum Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 12
6B Gypsum Reroof(Tear-Off) B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 13
6C Gypsum Reroof(Tear-Off) C Mech.Attached Insulation,Bonded Roof Cover 13
6D-1 Gypsum Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 13
6D-2 Gypsum Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 13
7 Various Recover A-1 Bonded Insulation,Bonded Roof Cover 14
Exterior Research and Design,I.I.C.d/b/a Trinity ERD Evaluation Report 19340.05.08-R3 for FL3037-R6
Certificate of Authorization#9503 Revision 3:04/28/2015
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 1 of 14
'\J TRINITY�ERD
TABLE 2A: STEEL OR CONCRETE DECKS-NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER
SYSTEM TYPE B: MECHANICALLY ATTACHED BASE INSULATION,BONDED TOP INSULATION,BONDED ROOF COVER
System Deck Base Insulation Layer Top Insulation Layer
Roof Cover MDP(psf)
No. (See Note 1) Type Fasteners Attach Type Attach
Min.22 ga.type B,
S-1. Grade 33 steel or min. Min 2"ENRGY 3,JM ISO 3 See Note 2 1 per 5.33ft2 Min Ya"Retro-Fit Board or DuraBoard HA JM BUR. See Note 12. -45.0*
2,500 psi concrete
Min.22 ga.type B, One or more Layers of
S-2. Grade 33 steel or min. Min 1.4"ENRGY 3 or JM ISO 3 See Note 2 1 per 2.67ft2 Min 1.5"Fesco Foam or DuraFoam,Min%" HA JM BUR. See Note 12. -45.0*
2,500 psi concrete Fesco(Tapered)or Min Y."Retro-Fit
Min.22 ga.type B, One or more Layers of
1
Min 1.5"Fesco Foam
S-3. Grade 33 steel or min. Min ENRGY 3 oam ISO 3, See Note 2 1 per4ft2 Min 1.5"Fesco Foam or DuraFoam,Min'/<" HA JM BUR. See Note 12. -45.0*
2,500 psi concrete Fesco(Tapered)or Min f"Retro-Fit
Min.22 ga.type B, One or more Layers of
S-4. Grade 33 steel or min. Min X"Fesco See Note 2 1 per 2ft2 Min 1.5"Fesco Foam or DuraFoam,Min%" HA 1M BUR. See Note 12. -45.0*
2,500 psi concrete Fesco(Tapered),or Min%"Retro-Fit
Min.22 ga.type B, Min 1.5"ENRGY 3 or JM ISO 3, 2 Min 1.5"Fesco Foam or Dura Foam,Min''/:"Retro-Fit
S-5. Grade 33 steel or min. Fesco Foam or Dura Foam See Note 2 1 per 2ft Board or DuraBoard or Min%"Tapered Fesco or Fesco HA JM BUR. See Note 12. -45.0*
2,500 psi concrete Board
Min.22 ga,type B, Min i"Fesco Board or DuraMin 1.5"Fesco Foam or Dura Foam,Min Y."Retro-Fit
S-6. Grade 33 steel or min. Board See Note 2 1 per 2ft2 Board or DuraBoard or Min Y4"Tapered Fesco or Fesco HA JM BUR. See Note 12. -45.0*
2,500 psi concrete Board
Min.22 ga.type B, Min 1.5"ENRGY 3,JM ISO 3, 2 Min 1.5"Fesco Foam,Dura Foam,Min%"Retro-Fit
S-7. Grade 33 steel or min. Fesco Foam,Dura Foam See Note 2 1 per 1.78ft Board or DuraBoard or Min'/."Fesco Board HA JM BUR. See Note 12. -60.0
2,500 psi concrete
Min.22 ga.type B, Min 2"ENRGY 3,JM ISO 31 :
S-8. Grade 33 steel or min. Fesco Foam,Dura Foam See Note 2 1 per 1.45ft Min Y."Retro-Fit Board or DuraBoard HA JM BUR. See Note 12. -75.0
2,500 psi concrete
Exterior Research and Design,LLC.d/b/a Trinity I ERD Evaluation Report J9340.05.08-R3 for F1.1037-116
Certificate of Authorization 119503 Revision 3:04/28/2015
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 5 of 14
TRINITY t ERD
TABLE 2B:STEEL OR CONCRETE DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER
SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION,BONDED ROOF COVER
System Deck Base Insulation Layer Top Insulation Layer
No. See Note 1 Roof Cover MDP(psf)
( ) Type Attach Type Fasteners Attach
Min.22 ga.type B,Grade
S-9. 33 steel or min.2,500 psi (Optional)One or more Loose laid Min 1.5"Fesco Foam See Note 2 1 per 4ft' JM BUR. See Note 12., 45.0*
concrete layers,any combination
Min.22 ga.type B,Grade (Optional)One or more Min.1"Fesco Board or min.
S-10. 33 steel or min.2,500 psi Loose laid See Note 2 1 per 2ft' JM BUR. See Note 12. -45.0*
concrete layers,any combination 1/2"Retro-Fit Board
Min.22 ga.type B,Grade Min.1.5"ENRGY 3 or JM Min%"Fesco Board or
5-31. 33 steel or min.2,500 psi ISO 3 Loose laid Dura Board See Note 2 Flper .33ft' JM BUR. See Note 12. -75.0
concrete
TABLE 2C: STEEL OR CONCRETE DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER
SYSTEM TYPED: PRELIMINARILY ATTACHED INSULATION,MECHANICALLY ATTACHED BASE SHEET,BONDED ROOF COVER
System Deck Insulation Layer(s) Base or Anchor Sheet Roof Cover
No. (See Note 1) Type Attach Base Fasteners Attach Ply - Cap MDP(Psfl
Min.22 ga.type B, One ply of PermaPly 28,
One or more layers, Prelim DynaBase,GlasBase 9"o.c.at the 4-inch lap and
S-12. Grade 33 steel or min. See Note 2 18"o.c.in two equally spaced, -45.0*
2,500 psi concrete any combination Attach Plus,DynaBase or One or more plies of
Ventsulation staggered center rows GlasBase,GlasBase (Optional)One ply
One or more layers, Plus,Perma Ply 28, of GlasKap,
Min.22 ga.type B, any combination, One ply of PermaPly 28, GlasPly IV and/or GlasKap CR or
Prelim. D naBase,GlasBase 9"o.c.at the 4-inch lap and
5-13. Grade 33 steel or min. loose laid Y GlasPly Premier(min GlasKap Plus
Attached Plus,D naBase or See Note 2 12"o.c.in two equally spaced, -97,5
2,500 psi concrete Min 1.5"ENRGY-3 or y staggered center rows 3 plies if no cap)
JM ISO 3 Ventsulation
Exterior Research and Design,I.I.C.d/b/a Trinity I ERD Evaluation Report J9340.05.08-R3 for FL3037-R6
Certificate of Authorization#9503 - Revision 3:04/28/2015
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 6 of 14
\.I TRINITY I ERD
TABLE 3A: CONCRETE DECKS-NEW CONSTRUCTION OR REROOF(TEAR-OFF)
SYSTEM TYPE A-1:BONDED INSULATION,BONDED ROOF COVER
System Deck(See Note Base Insulation Layer Top Insulation Layer Roof Cover MDP
No. 1) Type Attach Type Attach (psf)
C-1. Min.2,500 psi Min'/."Fesco Board HA (Optional)Additional layers of base insulation HA 1M BUR. See Note 12. -112.0
concrete
C-2. Min.2,500 psi Min 1.5"ENRGY-3 or JM ISO 3 HA or Min%"Fesco Board or DuraBoard HA or JM BUR. See Note 12. -120.0
concrete MBR Adhesive MBR Adhesive
C-3. Min.2,500 psi Min 1.5"Dura Foam or Fesco Foam,Min 1.75" HA Min W Fesco Board or DuraBoard HA JM BUR. See Note 12. -126.5
concrete,primed ENRGY-3 or JM ISO 3
Min.2,500 psi Min 1.5"ENRGY-3 or JM ISO 3,Min Y4"Fesco Min W Fesco Board
C-4. concrete,primed Board,Min''/:"Retro-Fit Board or DuraBoard HA Min W Retro-Fit Board or DuraBoard
HA JM BUR. See Note 12. 150.0
C-5. Min.2,500 psi Min 1.5"Dura Foam or Fesco Foam,Min 1.4" HA Min.''/:"Retro-Fit or DuraBoard HA JM BUR. See Note 12. -155.0
concrete,primed ENRGY-3 or JM ISO 3
C-6. Min.2,500 psi Min.Y4-inch FescoBoard(homogeneous) UTA-2 (Optional)Min.%-inch FescoBoard(homogeneous) UTA-2 JM BUR. See Note 12. -285.0
concrete
C-7 Min.2,500 psi Min.F-inch Retro-Fit Board or DuraBoard UTA-2 (Optional)Min.'Y inch Retro-Fit Board or DuraBoard UTA-2 JM BUR. See Note 12. -305.0
concrete
Min.2,500 psi Min 1.5"ENRGY-3 or JM ISO 3,Min%"Fesco Min.1.5"Fesco Foam or DuraFoam,Min Y."Fesco Board,
C-8. concrete,primed Board,Min Yzz"Retro-Fit Board or DuraBoard HA Min W Retro-Fit Board or DuraBoard HA JM BUR. See Note 12. 305.0
C-g Min.2,500 psi (Optional)Min.1.5-inch ENRGY 3 UTA-2 or CR-20 Min.''/<-inch SECUROCK Gypsum-Fiber Roof Board UTA-2 or CR- JM BUR. See Note 12. -442.5
concrete 20
HA or OlyBond HA or
C-10. Min.2,500 psi (Optional)Min.1.5-inch ENRGY 3 Classic full Min.Y-inch SECUROCK Gypsum-Fiber Roof Board OlyBond JM BUR. See Note 12. -495.0
concrete Classic full
coverage
coverage
TABLE 3B: CONCRETE DECKS-NEW CONSTRUCTION OR REROOF(TEAR-OFF)
SYSTEM TYPE F:NON-INSULATED,BONDED ROOF COVER
System Deck Roof Cover MDP
No. (See Note 1) Base Ply Cap (psf)
C-11. Min.2,500 psi concrete,primed One ply of Ventsulation Felt Base Sheet Two or more plies of (Optional) One ply of -220.0
C-12. Min.2,500 psi concrete,primed One or more plies of GlasBase,GlasBase Plus,PermaPly 28,DynaBase,GlasPly IV or GlasPly Premier GlasPly IV or GlasPly GlasKap,GlasKap CR orPremier GlasKap Plus 275.0
Exterior Research and Design,I.I.C.d/b/a Trinity ERD Evaluation Report J9340.05.08-R3 for FL1037-R6
Certificate of Authorization#9503 Revision 3:04/28/2015
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 7 of 14
4 TRINITY ERD
TABLE 4A: LIGHTWEIGHT CONCRETE DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF)
SYSTEM TYPE A-2:MECHANICALLY ATTACHED ANCHOR SHEET,BONDED INSULATION,BONDED ROOF COVER
System Deck Anchor Sheet Insulation
No. (See Notes i&11) Type Fasteners Attach Base Top Attach Roof Cover MDP(psf)
Cellular or Aggregate 9"o.c.at the 3-inch lap One or more layers Min 1"ENRGY-
Lightweight Concrete(250 and 12"o.c.in two Min Y4"Tapered Fesco
One ply of JM LWC Base 3 or JM ISO 3,Min 1.5"Fesco Foam 1M BUR.
LWC-1. GlasPly Sheet or Dura Foam,Min YS"Retro-Fit Board HA See Note -52.5
psi Min.)over min.22 ga. Premier Fasteners equally spaced, Board or DuraBoard or Min.V. 12
steel or concrete deck: staggered center rows Fesco Board
One ply of
Cellular or Aggregate Dynabase, 7"o.c.at the 3-inch lap One or more layers Min 1"ENRGY- Min 1.5"Fesco Foam or
Lightweight Concrete over Ventsulation, and 7"o.c.in two equally
1M LWC Base 3 or JM ISO 3,Min 1.5"Fesco Foam Dura Foam,Min YS" JM BUR.
LWC-2. Sheet or Dura Foam,Min''/:"Retro-Fit Retro-Fit Board or HA See Note -52.5
concrete
e deck. oor
min. ga.steel or r Perm base ly Plus Fasteners rows spaced,staggered center Board or Dura Board or Min.Y." DuraBoard or Min.%" 12.
28 base Fesco Board Fesco Board
Min.300 psi,minimum 7"o.c.at the 3-inch lap One or more layers Min 1"ENRGY-
One ply of 1M LWC Base 3 or JM ISO 3,Min 1.5"Fesco Foam Min%"Retro-Fit Board JM BUR.
LWC-3. LWIinch thick .22 g .s GlasPl Sheet and 7"o.c.in two equally or Dura Foam,Min%"Retro-Fit or DuraBoard or Min.%"
Y HA See Note -82.5
or co over min.k. ga.steel Premier Fasteners spaced,staggered center Board or DuraBoard or Min.Y.." Fesco Board 12.
or concrete deck. rows Fesco Board
Exterior Research and Design,I.I.C.d/b/a Trinity I ERD Evaluation Report 19340.05.08-R3 for FL3037-R6
Certificate of Authorization#9503 Revision 3:04/28/2015
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 8 of 14
�'\ TRINITY,ERD
TABLE 413: LIGHTWEIGHT CONCRETE DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF)
SYSTEM TYPE E: NON-INSULATED,MECHANICALLY ATTACHED BASE SHEET,BONDED ROOF COVER
System Deck Base Sheet Roof Cover MDP
No. Deck(Note 1) LWC(Note 11) Type Fasteners Attach Ply Cap (Psf)
PermaPly 28, 9"o.c.at the 4-inch lap and
Min.22 ga,type B, Min.250 psi,minimum DynaBase, JM LWC Base 12"o.c.in two,equally Two or more plies of GlasBase,GlasBase (Optional)One ply of
LWC-4. Grade 33 steel or 2-inch thick cellular Vensulation or Sheet Fasteners spaced,staggered center Plus,Perma Ply 28,GlasPly IV and/or GlasKap,GlasKap CR -52.5
structural concrete LWIC GlasPly Premier(min 3 plies if no cap) or GlasKap Plus
Glasply Premier rows
Min.22 ga,type B, Min.300 psi,minimum GlasBase Plus, JM LWC Base 7"o.c.at the 3-inch lap and Two or more plies of GlasBase,GlasBase (Optional)One ply of
LWC-5. Grade 33 steel or 2-inch thick cellular PermaPly 28 or Sheet Fasteners 7"o.c.in two,equally spaced, Plus,Perma Ply 28,GlasPly IV and/or GlasKap,GlasKap CR -52.5
structural concrete LWIC Ventsulation staggered center rows GlasPly Premier(min 3 plies if no cap) or GlasKap Plus
Min.22 ga,type B, Min.250 psi,minimum 9"o.c.at the 4-inch lap and Two or more plies of GlasBase,GlasBase (Optional)One ply of
F
LWC-6. Grade 33 steel or 2-inch thick cellular PermaPly 28 a Ultra Lok 1.8" 9"o.c.in two,equally spaced, Plus,Perma Ply 28,GlasPly IV and/or GlasKap,GlasKap CR -60.0
structural concrete LWIC Fasteners staggered center rows GlasPly Premier(min 3 plies if no cap) or GlasKap Plus
Min.22 ga,type B, Min.250 psi,minimum JM Ultra-Lok 1.8" 9"o.c.at the 4-inch lap and Two or more plies of GlasBase,GlasBase (Optional)One ply of
LWC-7. Grade 33 steel or 2-inch thick cellular DynaBase Fasteners 9"o.c.in two,equally spaced, Plus,Perma Ply 28,GlasPly IV and/or GlasKap,GlasKap CR -75.0
structural concrete LWIC staggered center rows GlasPly Premier(min 3 plies if no cap) or GlasKap Plus
Min.22 ga,type B, Min.300 psi,minimum. DynaBase, See Note 2 7"o.c.at the 4-inch lap and Two or more plies of GlasBase,GlasBase (Optional)One ply of
LWC-8. Grade 33 steel or 2-inch thick cellular Ventsulation or (Through to the 7"o.c,in two,equally spaced, Plus,Perma Ply 28,GlasPly IV and/or GlasKap,GlasKap CR -75.0
structural concrete LWIC Glasply Premier structural deck) staggered center rows GlasPly Premier(min 3 plies if no cap) or GlasKap Plus
Min.22 ga,type B, Min.300 psi,minimum DynaBase, 7"o.c.at the 4-inch lap and Two or more plies of GlasBase,GlasBase (Optional)One ply of
JM LWC Base
LWC-9. Grade 33 steel or 2-inch thick Celcore PermaPly 28, 7"o.c.in two,equally spaced, Plus,Perma Ply 28,GlasPly IV and/or GlasKap,GlasKap CR -75.0
structural concrete LWIC Ventsulation or Sheet Fasteners staggered center rows GlasPly Premier(min 3 plies if no cap) or GlasKap Plus
GlasPly Premier
Min.22 ga,type B, Min.300 psi,minimum GlasPly Premier, JM LWC Base 7"o.c.at the 3-inch lap and Two or more plies of GlasBase,GlasBase (Optional)One ply of
LWC-10. Grade 33 steel or 2X-inch thick Concrecel PermaPly 28 or Sheet Fasteners 7"o.c.In two,equally spaced, Plus,Perma Ply 28,GlasPly IV and/or GlasKap,GlasKap CR -82.5
structural concrete LWIC Ventsulation staggered center rows GlasPly Premier(min 3 plies if no cap) or GlasKap Plus
TABLE 4C: LIGHTWEIGHT CONCRETE DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF)
SYSTEM TYPE F:NON-INSULATED,BONDED ROOF COVER
System Deck Base Roof Cover MDP
No. Deck(See Note 1) LWC(Note 11) Type Adhesive/Fasteners Attach Ply Cap (Psf)
Min.22 ga,type B, Min.300 psi,minimum One or more plies of GlasBase, (Optional)One ply of
LWC-11. Grade 33 steel or 2Y.-inch thick Concrecel GlasPly Hot asphalt 50%strip mopped GlasBase Plus,Perma Ply 28,GlasPly GlasKap,GlasKap CR -67.5
structural concrete LWIC Premier IV and/or GlasPly Premier(min 2 or GlasKap Plus
plies if no cap)
50%strip mopped plus One or more plies of GlasBase,
Min.22 ga,type B, Min.300 psi,minimum GlasPly Hot asphalt and JM fasteners 4"o.c.at the 4-inch GlasBase Plus,Perma Ply 28,GlasPly (Optional)One ply of
LWC-12. Grade 33 steel or 2'/.-inch thick Concrecel premier LWC Base Sheet lap and 4"o.c.in four, IV and/or GlasPly Premier(min 2 GlasKap,GlasKap CR -146.0
structural concrete LWIC Fasteners equally spaced center rows plies if no cap) or GlasKap Plus
Exterior Research and Design,LLC.d/b/a Trinity I ERD Evaluation Report 19340.05.08-R3 for FL1037-R6
Certificate of Authorization#9503 Revision 3:04/28/2015
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 9 of 14
�N,J TRINITY f ERD
TABLE SA-1: CEMENTITIOUS WOOD FIBER DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF)
SYSTEM TYPE A-2:MECHANICALLY FASTENED ANCHOR SHEET,BONDED INSULATION,BONDED ROOF COVER
System Deck Anchor Sheet-_ Insulation
No. (See Note 1) Type Fasteners Attach Base Top Attach Roof Cover MDP(psf)
GlasBase Plus, JM Polymer 9"o.c.at the 4-inch lap „Retro-Fit
Tectum or ,Auger and 12"o.c.in two, (Optional)One or Min�
CWF-1. Fibroplank PermaPly 28 or more layers Min 1" Board or DuraBoard HA JM BUR. See Note 12. -45.0*.
p Ventsulation Fasteners and equally spaced, ENRGY-3 or JM ISO 3 Min%"Fesco Board
Plates staggered center rows
TABLE SA-2: CEMENTITIOUS WOOD FIBER DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER
SYSTEM TYPE A-2:MECHANICALLY FASTENED ANCHOR SHEET,BONDED INSULATION,BONDED ROOF COVER
System Deck Anchor Sheet Insulation
No. See Note 1 Roof Cover MDP(psf)
( ) Type Fasteners Attach Base Top Attach
JM UltraLok 9"o.c.at the 3-inch lap , „
Tectum or Fasteners
and 12"o.c.in two, (Optional)One or Min Yz Retro-Fit
CWF-2. Fibroplank GlasPly Premier more layers Min 1" Board or DuraBoard HA JM BUR. See Note 12. -82.5
P Min 1" equally spaced, ENRGY-3 or JM ISO 3 Min%"Fesco Board
Embedment staggered center rows
TABLE SB: CEMENTITIOUS WOOD FIBER DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF)
SYSTEM TYPE B: MECHANICALLY ATTACHED BASE INSULATION,BONDED TOP INSULATION,BONDED ROOF COVER
System Deck Base Insulation Layer Top Insulation Layer
No. Roof Cover MDP(psf)
(See Note 1) Type Fasteners Attach Type Attach
CWF-3. Tectum or Min 1.3"ENRGY-3 or JM JM Polymer Auger 1 per ftZ Min%"Fesco Board or HA JM BUR. See Note 12. -45.0*
Fibroplank ISO 3 Fasteners and Plates DuraBoard
CWF-4. Tectum or Min 1.5"Fesco Foam or JM Polymer Auger 1 per 4 ftz (Optional)-Min%"Fesco Board HA JM BUR. See Note 12. -45.0*
Fibroplank Dura Foam Fasteners and Plates or DuraBoard
CWF-5. Tectum or Min%"Fesco Board or JM Polymer Auger 1 per 2 ft' (Optional)Min'/<"Fesco Board HA 1M BUR. See Note 12. -45.0*
Fibroplank DuraBoard Fasteners and Plates or DuraBoard
Exterior Research and Design,LLC.d/b/a Trinity I ERD Evaluation Report J9340.05.08-R3 for FL3037-R6
Certificate of Authorization#9503 Revision 3:04/28/2015
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 10 of 14
TRINITY I ERD
TABLE SC: CEMENTITIOUS WOOD FIBER DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF)
SYSTEM TYPE C:MECHANICALLY ATTACHED INSULATION,BONDED ROOF COVER
System Deck Base Insulation Layer Top Insulation Layer
Roof Cover MDP(psf)
No. (See Note 1)
Type Attach Type Fasteners Attach
CWF-6. Tectum or (Optional)One or more Loose laid Min 1.5"Fesco Foam JM Polymer Auger 1 per 4ft2 1M BUR. See Note 12. -45.0'
Fibroplank layers,any combination or Dura Foam Fasteners and Plates
Min Y44"Fesco Board
CWF-7. Tectum or (Optional)One or more Loose laidJM Polymer Auger 1 per 2ft2 JM BUR. See Note 12. -45.0'
Board or DuraBoard
Fibroplank layers,any combination Min d"Retro-Fit Fasteners and Plates
TABLE SD-1: CEMENTITIOUS WOOD FIBER DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF)
SYSTEM TYPE E: NON-INSULATED,MECHANICALLY ATTACHED BASE SHEET,BONDED ROOF COVER
System Deck(See Base Sheet Roof Cover
MDP(psf)
No. Note 1) Type Fasteners Attach Ply Cap
GlasBase Plus, Two or more plies of GlasBase,
Tectum or JM Polymer Auger 9"o.c.at the 4-inch lap and 12"o.c.in two, GlasBase Plus,Perma Ply 28, (Optional)One ply of GlasKap, -45.0•
CWF-8. Fibroplank PermaPly n or Fasteners and Plates a uall spaced,staggered center rows GlasPly IV and/or GlasPlyPremier GlasKap CR or GlasKap Plus
P Vensulation *equally P gg y / P P
(min 3 plies if.no cap)
TABLE SD-2: CEMENTITIOUS WOOD FIBER DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER
SYSTEM TYPE E: NON-INSULATED,MECHANICALLY ATTACHED BASE SHEET,BONDED ROOF COVER
System Deck(See Base Sheet Roof Cover
MDP(psf)
No. Note 1) Type Fasteners Attach Ply Cap
Ultra Lok Nail Two or more plies of GlasBase,
Tectum p,or 9"o.c,at the 3-inch lap and 12"o.c.in two, GlasBase Plus,Perma Ply 28, (Optional)One ply of GlasKap,CWF-9. GlasPly Premier Fasteners -82.5
Fibroplank Min 1"Embedment equally spaced,staggered center rows GlasPly IV and/or GlasPly Premier GlasKap CR or GlasKap Plus
(min 3 plies if no cap)
Exterior Research and Design,I.I.C.d/b/a Trinity I ERD Evaluation Report 19340.05.08-R3 for FL3037-R6
Certificate ofAuthorization#9503 Revision 3:04/28/2015
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 11 of 14
TRINITY I ERD
TABLE 6A-1: GYPSUM DECKS—REROOF(TEAR-OFF)
SYSTEM TYPE A-1:BONDED INSULATION,BONDED ROOF COVER
System Deck Base Insulation Layer Top Insulation Layer
No. Roof Cover MDP(psf)
Type Attach Type Attach
Existingsound Min.''/:-inch Retro-Fit Board or
G-1. s gypsum (Optional)Min.1.5-inch UTA-2 DuraBoard or min.Y.-Inch Fesco UTA-2 JM BUR. See Note 12. -112.5
or gypsum plank ENRGY-3
Board
G-2. Existing sound gypsum (Optional)Min.1.5-inch UTA-2 Min.''/<-inch SECUROCK Gypsum-
or gypsum plank ENRGY-3 Fiber Roof Board UTA-2 JM BUR. See Note 12. 112.5
G-3.
Existing sound gypsum Min.1.5-inch ENRGY-3 CR-20 Min.''/<.-Inch SECUROCK Gypsum- CR-20 JM BUR. See Note 12. -257.5
or lank
gypsum P Fiber Roof Board
TABLE 6A-2: GYPSUM DECKS—REROOF(TEAR-OFF)
SYSTEM TYPE A-2:MECHANICALLY FASTENED ANCHOR SHEET,BONDED INSULATION,BONDED ROOF COVER
System Deck Anchor Sheet Insulation
No. See Note i Roof Cover MDP(psf)
( ) Type Fasteners Attach Base Top Attach
Existingsound GlasBase Plus, JM Polymer 9"o.c.at the 4-inch lap
(Optional)One or Min Y."Retro-Fit
G-4. Auger and 12"o.c.in two,
gypsum or PermaPl Y 28 or more layers Min 1" Board or DuraBoard HA JM BUR. See Note 12. -45.0'
gypsum plank Ventsulation Fasteners and equally spaced,staggered ENRGY-3 or JM ISO 3 3"
Plates center rows Min/o Fesco Board
TABLE 6A-2: GYPSUM DECKS—REROOF(TEAR-OFF)OR RECOVER
SYSTEM TYPE A-2:MECHANICALLY FASTENED ANCHOR SHEET,BONDED INSULATION,BONDED ROOF COVER
System Deck Anchor Sheet Insulation
No. See Note 1 Roof Cover MDP(psf)
( ) Type Fasteners Attach Base Top Attach
Existingsound 1M Ultra Lok 9"o.c.at the 3-inch lap ,
(Optional)One or Min�"Retro-Fit
GlemieasPly and 12"o.c.in two, more layers Min 1" Board or DuraBoard
G-5. gypsum or Fasteners equally spaced,staggered y HA JM BUR. See Note 12. -75.0
gypsum plank Premier Min 1"Embedment ENRGY-3 or JM ISO 33
cMin/<'Fesco Board
enter rows
n
Exterior Research and Design,LLC.d/b/a Trinity ERD Evaluation Report 19340.05.08-R3 for FL1037-R6
Certificate of Authorization#9503 Revision 3:04/28/2015
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 12 of 14
\ TRINrry y ERD
TABLE 6B: GYPSUM DECKS—REROOF(TEAR-OFF)
SYSTEM TYPE B: MECHANICALLY ATTACHED BASE INSULATION,BONDED TOP INSULATION,BONDED ROOF COVER
System Deck Base Insulation Layer Top Insulation Layer
Roof Cover MDP(psf)
No. (See Note 1) Type Fasteners Attach Type Attach
Existing sound Min 1.3"ENRGY-3 or JM JM Polymer Augerz Min W Fesco Board or DuraBoard or Min .
G-6. gypsum or ISO 3 Fasteners and Plates 1 per 2.67 ftX"Retro-Fit Board HA JM BUR. See Note 12. -45.0
gypsum plank
Existing sound Min.Y."Fesco Board or JM Polymer Augerx Min Y.."Fesco Board or DuraBoard or Min ■
G-7. gypsum or DuraBoard Fasteners and Plates 1 per 2 ftX"Retro-Fit Board HA JM BUR. See Note 12. -45.0
gypsum plank
TABLE 6C: GYPSUM DECKS—REROOF(TEAR-OFF)
SYSTEM TYPE C:MECHANICALLY ATTACHED INSULATION,BONDED ROOF COVER
System Deck Base Insulation Layer Top Insulation Layer
Roof Cover MDP(psf)
No. (See Note 1) Type Attach Type Fasteners Attach
Existing sound Min 1.5"Fesco Foam or Dura Foam,
(Optional)One or more JM Polymer Auger 1 per „
G-8. gypsum or layers,any combination Loose laid Min W Fesco Board,Min Ya"Retro- Fasteners and Plates. 2.67ft2 JM BUR. See Note 12. -45.0
gypsum plank Fit Board or DuraBoard
TABLE 613-1: GYPSUM DECKS—REROOF(TEAR-OFF)
SYSTEM TYPE E: NON-INSULATED,MECHANICALLY ATTACHED BASE SHEET,BONDED ROOF COVER
System Base Sheet Roof Cover
Deck(See Note 1) MDP(psf)
No. Type Fasteners Attach Ply Cap
Existing sound GlasBase Plus, 9"o.c.at the 4-inch lap and 12"o.c. Two or more plies of GlasBase,GlasBase
JM Polymer Auger (Optional)One ply of Fasteners and Plates GlasKap, w
G-9. gypsum or gypsum PermaPly 28 or in two,equally spaced,staggered Plus,Perma Ply 28,GlasPly IV and/or -45.0
plank Vensulation center rows GlasPly Premier(min 3 plies if no cap) GlasKap CR or GlasKap Plus
TABLE 6D-2: GYPSUM DECKS—REROOF(TEAR-OFF)OR RECOVER
SYSTEM TYPE E: NON-INSULATED,MECHANICALLY ATTACHED BASE SHEET,BONDED ROOF COVER
System Base Sheet Roof Cover
Deck(See Note 1) MDP(psf)
No.
Type Fasteners Attach Ply Cap
Existing sound Ultra Lok Nail Two or more plies of GlasBase,GlasBase
G-30. GlasPly 9"o.c.at the 3-inch lap and 12"o.c.in two, (Optional)One ply of GlasKap,
gypsum or gypsum Fasteners Plus,Perma Ply 28,GlasPly IV and/or -82.5
lank Premier equally spaced,staggered center rows GlasPly Premier min 3 lies if no cap) GlasKap CR or GlasKap Plus
P Min 1"Embedment Y ( plies
Exterior Research and Design,I.I.C.d/b/a Trinity ERD Evaluation Report J9340.05.08-R3 for FL1037-R6
Certificate of Authorization#9503 Revision 3:04/28/2015
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 13 of 14
`\J TRINITY i ERD
TABLE 7:WIND UPLIFT PERFORMANCE—RECOVER APPLICATIONS
SYSTEM TYPE A-1:BONDED INSULATION,BONDED ROOF COVER
System Substrate Base Insulation Layer Top Insulation Layer Roof Cover
No. (See Note 10) Type Attach
Type Attach Base Ply Cap MDP(psf)
Existing HA or HA or
R-1. asphaltic roof Min 1.5"ENRGY-3 or JM ISO 3 Min Y.."Fesco Board or DuraBoard JM BUR. See Note 12. -120.0
MBR-BA MBR-BA
Existing Min.Y..-inch FescoBoard (Optional)Min.Y-inch FescoBoard
R-2. asphaltic roof (homogeneous),min.X-inch Retro- UTA-2 (homogeneous),min.%-inch Retro-Fit Board or UTA-2 JM BUR. See Note 12. -120.0
Fit Board or DuraBoard DuraBoard
R-3. Existing (Optional)Min.1.5-inch ENRGY 3 UTA-2 Min.X-inch SECUROCK Gypsum-Fiber Roof UTA-2 JM BUR. See Note 12. -120.0
asphaltic roof Board
R-4. Existing Min.Winch FescoBoard or HA (Optional)Min.Winch FescoBoard or DuraBoard HA JM BUR. See Note 12. -167.5
asphaltic roof DuraBoard(homogeneous) (homogeneous)
R-5. Existing (Optional)Min.1.5-inch ENRGY 3 CR-20 Min.Y.-Inch SECUROCK Gypsum-Fiber Roof CR-20 1M BUR. See Note 12. -262.5
asphaltic roof Board
R-6. Existing Min.1.5-inch ENRGY 3 HA Min.Ya-inch Retro-Fit Board or min.%-inch Fesco
asphaltic roof HA JM BUR. See Note 12. 305.0
P Board or DuraBoard
R-7 Existing (Optional)Min.1.5-inch ENRGY 3 HA Min.1.5-inch Fesco Foam or DuraFoam HA 1M BUR. See Note 12. -305.0
asphaltic roof
R-8. Existing (Optional)Min15-inch ENRGY 3 HA Min.%-inch SECUROCK Gypsum-Fiber Roof HA JM BUR. See Note 12. -420.0
asphaltic roof . . Board
Exterior Research and Design,I.I.C.d/b/a Trinity ERD Evaluation Report J9340.05.08-R3 for FL1037-R6
Certificate of Authorization#9503 Revision 3:04/28/2015
Prepared by: Robert Nieminen,PE-59166
Appendix 1,Page 14 of 14