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_. --I FL# FL2533-R13
---' Application Type Revision
Code Version
Application Status Approved
Comments
Archived
Product Manufacturer [CertainT.eed-Corporation-'Roofing—
Address/Phone/Email 11;8m`Moores-Road---~--
Malvern, PA 19355
(610) 651-5847
mark.d.hamer@saint-gobain.com
Authorized Signature Mark Hamer
mark.d.hamer@saint-gobain.com
Technical Representative Mark D. Hamer
Address/Phone/Email 18 Moores Road
Malvern, PA 19355
(610) 651-5847
Mark.D.Hamer@saint-gobain.com
Quality Assurance Representative
Address/Phone/Email
Category to.ofing
Subcategory Modified=Bitumen-Roof`Sys em
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 the Robert Nieminen
Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 07/03/2017
Validated By John W. Knezevich, PE
Validation Checklist - Hardcopy Received
Certificate of Independence FL2533 R13 COI 2015 01 COI Nieminen.ndf
Referenced Standard and Year(of Standard) Standard Year
ASTM D6162 2000
ASTM D6163 2000
ASTM D6164 2005
ASTM D6222 2008
ASTM D6509 2009
FM 4470 1992
FM 4474 2004
Equivalence of Product Standards
Certified By
Product Approval Method Method I Option D
Date Submitted 03/16/2015
Date Validated 04/07/2015
Date Pending FBC Approval 04/11/2015
Date Approved 06/23/2015
Date Revised 08/25/2015
Summary of Products
FL# i Model,Number or Name 1 Description
12533.1
I Flintlastic Modified Bitumen Roof Modified Bitumen Roof Systems
Systems
Limits of Use
Installation Instructions
'I Approved for use in HVHZ. No FL2533 R13 11 2015 03 FINAL2 Al ER CERTAINTEED MODBIT FL253
Approved for use outside HVHZ.-Yes
R13.Dd
Impact Resistant: N/A
Verified By: Robert Nierninen, PE PE-59166
Design Pressure: +N/A/-630 Created by Independent Third Party: Yes
Other: 1.) Refer to ER Section 5 for Limits of Use. 2.)The Evaluation Reports
design pressure noted in this application relates to one FL2533 R13 AE 2015 03 FINAL2 ER CERTAINTEED MODBIT FL2533-
specific system. Refer to the ER Appendix for all systems R13.j)df
and max design pressures.
Created by Independent Third Party: Yes
---
- ------ - ------- -------
Contact Us::.1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.ca nqht 2007-2013 State of Florida. :: Privacy Statemen ::Accessibility Statemen Refund Statemen
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not sere
electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant
Section 455.275(1),Florida statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email addres
they have one.The emails provided may be used for official communication with the licensee.Howe-ver email addresses are public record.If you do not wish
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 ncens,
under Chapter 455,F.S.,please dick her .
Product Approval Accepts:
El W1 Ee M
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♦ -M-P
TRINJ f)"" ERD
APPENDIX 1:ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE
Table Deck Application Type Description
Page
1A Wood New or Reroof(Tear-off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 5-6
113 Wood New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 7
1C Wood New,Reroof(Tear-Off)or Recover C Mech,Attached Insulation,Bonded Roof Cover 8-9
ID Wood New,Reroof(Tear-Off)or Recover D Prelim,Attached Insulation,Mech.Attached Base Sheet,Bonded Roof Cover 10-11
1E-1 Wood New,Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 12-14
IE-2 Wood New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 15-16
1F Wood New or Reroof(Tear-off) F Non-Insulated,Bonded Roof Cover 16
2A Steel or Conc. New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 17-19
213 Steel or Conc. New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 20-24
2C Steel or Conc, New,Reroof(Tear-Off)or Recover D Prelim.Attached Insulation,Mech.Attached Base Sheet,Bonded Roof Cover 25-26
3A Concrete New or Reroof(Tear-off) A-1 Bonded Insulation,Bonded Roof Cover 27-34
3B Concrete New or Reroof(Tear-Off) A-3 Bonded Temp Roof/Vapor Barrier,Bonded Insulation,Bonded Roof Cover 35
3C Concrete New or Reroof(Tear-off) F Non-Insulated,Bonded Roof Cover 35
4A LWIC New or Reroof(Tear-off) A-1 Bonded Insulation,Bonded Roof Cover 36-37
4B LWIC New or Reroof(Tear-off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 38
4C LWIC New,Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 39-43
SA CWF New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 44
5B CWF New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation;Bonded Roof Cover 45
5C CWF New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 45
SD CWF New,Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 46
6A Gypsum Reroof(Tear-off) A-1 Bonded Insulation,Bonded Roof Cover 47-48
613 Gypsum Reroof(Tear-off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 49
6C Gypsum Reroof(Tear-Off) C Mech,Attached Insulation,Bonded Roof Cover 49
6D Gypsum Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover so
7A Various Recover A-1 Bonded Insulation,Bonded Roof Cover 51-57
713 Various Recover F Non-Insulated,Bonded Roof Cover 57
The following notes apply to the systems outlined herein:
i. The roof system evaluation herein pertains to above-deck roof components. Roof decks shall be in accordance with FBC requirements to the satisfaction ofthe 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 attachment shall be as follows. Fasteners shall be of sufficient length for the following engagements:
Wood Deck: OMG#14 Roofgrip with Flat Bottom Plate(Accutrac),OMG HD with CMG 3 in.Galvalume Steel Plate,Dekfast#14 with Hex Plate or 3"Round Insulation Plate,Trufast HD with Trufast 3"
Metal Insulation Plates or FlintFast#14 Fastener with FlintFast 3"Insulation Plates. Minimum 0.75-inch plywood penetration or minimum 1-inch wood plank embedment.
➢ Steel Deck: OMG#12 or#14 Roofgrip with Recessed or Flat Bottom Plate(Accutrac),OMG#12 Standard or HD with OMG 3 in.Galvalume Steel Plate,Dekfast#12 or#14 with Hex Plate or 3"Round
Insulation Plate,Trufast DIP or HD withTrufast 3'Metal Insulation Plates or FlintFast#12 or#14 Fastener with FlintFast 3"Insulation Plates. Minimum 0.75-inch steel penetration and
engage the top flute of the steel deck,
➢ Concrete Deck: CMG#14 Roofgrip with Recessed or Flat Bottom Plate (Accutrac),OMG HD or CD-10 with CMG 3 in. Galvalume Steel Plate, Dekfast#14 or Def(Spike with Hex Plate or 3" Round
Insulation Plate,Trufast HD or CF with Trufast 3'Metal Insulation Plates or FlintFast#14 Fastener with FlintFast 3"Insulation Plates. Minimum 1-inch embedment, Fasteners installed
with a pilot hole in accordance with theJastener manufacturer's published installation instructions.
Exterior Research and Design,LLC.d/b/a TrinitylERD Evaluation Report 3520.03.04-1114 for FL2533-R13
Certificate of Authorization#9503 Revision 14:03/27/2015
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 1 of 57
TRINITY E6`iD
3. Unless otherwise noted,insulation may be any one layer or combination of polyisocyanurate,polystyrene,wood fiberboard,perlite,GlasRoc Roof Board or gypsum-based roof board that meets the QA requirements
of F.A.C.Rule 61620-3 and is documented as meeting FBC 1505.1 and,for foam plastic,FBC 2603.4.1 or 2603.8,when installed with the roof cover.
4. Minimum 200 psi,minimum 2-inch 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 structural steel or concrete deck. The structural deck shall be of equal or greater configuration to the steel and concrete deck listings.
S. Unless otherwise noted,insulation adhesive application rates are as follows. Ribbon or bead width is at the time of application;the ribbons/beads shall expand as noted in the manufacturer's published instructions.
➢ Hot asphalt(HA): Full coverage at 25-30 lbs/square
Ashland Pliodeck(A-PD): Continuous 0.75 inch wide,ribbons,l2-inch o.c. Ribbons of subsequent layers shall be perpendicular to those in the layer below.
D Dow insta-Stik(D-15): Continuous 0.75 to 1 inch wide ribbons,12-inch o.c.
D Dow Spray-N-Grip(D-SG): Full coverage
D Millennium One Step Foamable Adhesive(M-OSFA): Continuous 0.25 to 0.5-inch wide ribbons,12-inch o.c.
D Millennium PG-1 Pump Grade Adhesive(M-PGI): Continuous 0.5 to 0.75-inch wide ribbons,12-inch o,c.
➢ OMG OlyBond 500 or OlyBond Green(OBS00): Continuous 0.75-inch wide ribbons,12-inch o.c.(PaceCart or SpotShot)
➢ 3M CR-20: Continuous 2.5 to 3-inch wide ribbons,12-inch o.c.(Note:TITESET may be used where CR-20 is referenced).
> Nate: When multiple loyers(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.
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 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:
➢ Ashland Pliodeck(A-PD)@ 12-inch o.c. MDP -105,0 psf (Min.1.0-inch)
> Ashland Pliodeck(A-PD)@ 6-inch o.c. MPP -277.5 psf (Min.1.0-inch)
➢ Dow insta-Stik(D-I5): MDP -120.0 psf (Min.1.0-inch)
➢ Millennium One Step Foamable Adhesive(M-OSFA): MDP -157.5 psf (Min.1.0-inch)
Millennium PG-1 Pump Grade Adhesive(M-PG1): MDP -157.5 psf (Min.1.0-inch)
D OMG OlyBond 500(OB500): MDP -45.0 psf (Min.0.5-inch Multi-Max FA3)
)�- OMG OlyBond 500(OB500): MDP -187.5 psf (Min.0.5-inch ISO 95+GL)
> OMG OlyBond 500(OBS00): MDP -315.0 psf (Min.O.S-inch ENRGY 3)
➢ OMG OlyBond 500(OB500): MDP -487.5 psf (Min.0.5-inch ACFoam 11)
➢ 3M CR-20: MDP -117.5 psf (Min.1.0-inch)
7. Bonded polyisocyanurate insulation boards 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 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.
9. For fully bonded assemblies,the maximum design pressure forthe selected 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. Testing and analysis shall be in accordance with TAS 105 or ANSI/SPRI FX-1.
11. 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 AHl,as documented through field uplift testing in accordance with ASTM E907,FM LPDS 1-52,
ANSI/SPRI IA-1 or TAS 124,
12. For Recover Applications using System Type D,the insulation is optional;however,the existing roof system shall be suitable for a recover application.
Exterior Research and Design,LLC.d/b/a Trinity(ERD Evaluation Report 3520.03.04-1114 for FL2533-R13
Certificate of Authorization#9503 Revision 14:03/27/2015
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 2 of 57
TRINITY ERD
13. Unless otherwise noted,refer to the following references for bonded base,ply or cap sheet applications.
CERTAINTEED FUNTLASTIC®MODIFIED BITUMEN COMPONENTS&APPLICATION METHODS
Reference layer Material Application
BP-AA Base Glasbase;All Weather/Empire Base;Flexiglas Base;Flintlastic Base 20
(Base and Ply sheets,Asphalt- Hot asphalt at 20-40 lbs/square
Applied) Ply Flintglas Ply Sheet Type IV;Flintglas Premium Ply Sheet Type VI
BP-AA2
(Base,Spot-Asphalt-Applied) Base Yosemite Venting Base Hot asphalt in 24-inch diameter spots in 30-
inch grid pattern
BP-AA3
(Base,Spot-Asphalt-Applied) Base Yosemite Venting Base Hot asphalt in 9-inch diameter spots in grid
pattern noted herein.
BP-AA4
Base Yosemite Venting Base Hot asphalt in 9-inch wide ribbons spaced
(Base,Strip-Asphalt-Applied)
as noted herein.
BP-CA2 Base/Ply Glasbase;All Weather/Empire Base;Flexiglas Base;Flintlastic Base 20 Henry#903 Adhesive at 1.5 gai/square
BP-CA3 Base/Ply Glasbase;All Weather/Empire Base;Flexiglas Base;Flintlastic Base 20 Millennium Hurricane Force Membrane
Adhesive,beads spaced 6-inch D.C.
Base Flintlastic Base 20;Flintlastic Poly SMS Base;Flintlastic Ultra Poly SMS Base
SBS-AA Ply Flintlastic Base 20;Flintlastic Poly SMS Base;Flintlastic Ultra Poly SMS Base
(SBS,Asphalt-Applied) Flintlastic Cap 30;Flintlastic Cap 30 CoolStar;Flintlastic FR Cap 30;Flintlastic FR Cap 30 CoolStar;Flintlastic FR Dual Hot asphalt at 20-40 lbs/square
Cap Cap; Flintlastic FR-P; Flintlastic FR-P CoolStar; Flintlastic Premium FR-P; Flintlastic Premium FR-P COOIStar;
Flintlastic GMS;Flintlastic GMS CoolStar;Flintlastic Premium GMS;Flintlastic Premium GMS CoolStar
Base Flintlastic Base 20;Flintlastic Poly SMS Base;Flintlastic Ultra Poly SMS Base
SBS-CA1 Note: Base ply cures overnight prior to application of the cap ply. FlintBond Brush or Karnak No.81 Cold
(SBS,Cold-Applied) Process Modified Bitumen Adhesive Brush
Cap Flintlastic FR Cap 30;Flintlastic FR Cap 30 CoolStar;Flintlastic FR Dual Cap;Flintlastic FR-P;Flintlastic FR-P CoolStar; Grade at 1 gal/square
Flintlastic Premium FR-P;Flintlastic Premium FR-P CoolStar
Base Flintlastic Base 20;Flintlastic Poly SMS Base;Flintlastic Ultra Poly SMS Base
SBS-CA2 Ply Flintlastic Base 20;Flintlastic Poly SMS Base;Flintlastic Ultra Poly SMS Base
(SBS,Cold-Applied) Flintlastic Cap 30;'Fiintlastic Cap 30 CoolStar;Flintlastic FR Cap 30;Flintlastic FR Cap 30 CoolStar;Flintlastic FR Dual Henry#903 Adhesive at 1.5 gal/square.
Cap Cap; Flintlastic FR-P; Flintlastic FR-P CoolStar; Flintlastic Premium FR-P; Flintlastic Premium FR-P CoolStar;
Flintlastic GMS;Flintlastic GMS CoolStar;Flintlastic Premium GMS;Flintlastic Premium GMS CoolStar
Base Flintlastic Base 20;Flintlastic Poly SMS Base;Flintlastic Ultra Poly SMS Base
SBS-CA3 Ply Flintlastic Base 20;Flintlastic Poly SMS Base;Flintlastic Ultra Poly SMS Base Millennium Hurricane Force Membrane
(SBS,Cold-Applied) Flintlastic Cap 30;Flintlastic Cap 30 CoolStar;Flintlastic FR Cap 30;Flintlastic FR Cap 30 CoolStar;Flintlastic FR Dual Adhesive,beads spaced 6-inch D.C.
Cap Cap; Flintlastic FR-P; Flintlastic FR-P CoolStar; Flintlastic Premium FR-P; Flintlastic Premium FR-P CoolStar;
Flintlastic GMS;Flintlastic GMS CoolStar;Flintlastic Premium GMS;Flintlastic Premium GMS CoolStar
Exterior Research and Design,LLC.d/b/a Trinity(ERD Evaluation Report 3520.03.04-1114 for FL2533-1113
Certificate of Authorization#9503 Revision 14:03/27/2015
Prepared by: Robert Nieminen,PE-59166
Appendix 1,Page 3 of 57
TRINITY ER®
CERTAINTEED FLINTLASTIC@ MODIFIED BITUMEN COMPONENTS&APPLICATION METHODS(CONTINUED)
Reference layer Material Application
Base Flintlastic Ultra Poly SMS Base;Flintlastic Base 20 T
SBS-TA Ply Flintlastic Ultra Poly SMS Base;Flintlastic Base 20 T
(SBS,Torch-Applied) Flintlastic FR Cap 30 T;Flintlastic FR Cap 30 7 CoolStar;Flintlastic GTS;Flintlastic GTS CoolStar;Flintlastic GTS-FR;
Torch-Applied
Cap Flintlastic GTS-FR CoolStar,FlintClad
APP TA Base Flintlastic APP Base T,Flintlastic STA;Flintlastic STA Plus
(APP,Torch-Applied) Cap Flintlastic STA;Flintlastic STA Plus;Flintlastic GTA;Flintlastic GTA CoolStar;Flintlastic GTA-FR;Flintlastic GTA-FR Torch-Applied
CoolStar
SBS-SA-H
(SBS,Self-Adhering,Hybrid Base/Ply Black Diamond Base Sheet;Flintlastic Ultra Glass SA Self-Adhering
Systems)
SBS-SA Base Flintlastic SA PlyBase;Flintlastic SA Mid Ply
(SBS,Self-Adhering) Ply Flintlastic SA PlyBase;Flintlastic SA Mid Ply Self-Adhering
Cap I Flintlastic SA Cap;Flintlastic SA Cap CoolStar;Flintlastic SA Cap FR;Flintlastic SA Cap FR CoolStar
14. Insulation is optional for Recover or Concrete Deck Applications using System Type D(Mechanically Attached Base Sheet,Bonded Roof Cover).
15. "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 Trinityl ERD Evaluation Report 3520.03.04-R14 for FL2533-1113
Certificate of Authorization#9503 Revision 14:03/27/2015
Prepared by: Robert Nieminen,PE-59166
> Appendix 1,Page 4 of 57
TRINITY ERD
TABLE IE-1: WOOD 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(psf)
No. (See Note 1) Base Fasteners Attach Ply Cap
Min.19/32-Inch plywood at max Glasbase,Flexiglas;Flintlastic 32 ga.,1-5/8-inch dia.tin 4-Inch o.c.at 3-inch lap and 4-inch o.c.in SBS-AA,SBS-TA
W-57 24-inch spans Base 20;Poly SMS Base;Ultra caps with 11 ga.annular four,equally spaced,staggered center rows SBS-SA-H or APP-TA -105.0
Poly SMS Base ring shank nails
CorwENTIONAL SYSTEMS:
Min.19/32-inch exterior grade Glasbase;Flexiglas;Flintlastic ic 32 ga.,1-5/8-inch dia.tin BP-AA,SBS-AA,
W-58 Base 20;All Weather/Empire caps with Si ga.annular 9-inch o.c.at 4-inch lap and 12-inch o.c. SBS-TA or APP- SBS-AA,
SBS-TA -45.0*
plywood at max.24-inch spans Base;Poly SMS Base;Ultra Poly ring shank nails two,equally spaced,staggered center rows TA or APP-TA
SMS Base;Yosemite
Glasbase;Flexiglas;Flintlastic (optional)BP-
W-59 Min.15/32-Inch exterior grade Base 20;All Weather/Empire Simplex MAXX Cap 9-inch o.c.at 2-inch lap and 18-inch o.c.in AA,SBS-AA, SBS-AA,SBS-TA -45.0*
plywood at max.24-Inch spans Base;Poly SMS Base;Yosemite two,equally spaced,staggered center rows SBS-TA or APP- or APP-TA
TA
W-60 Min,15/32-inch exterior grade Flintlastic APP Base T Simplex MAXX Cap 9-inch o.c.at 2-inch lap and 18-Inch o.c.In (Optional)APP-
plywood at max.24-inch spans two,equally spaced,staggered center rows TA APP-TA -45.0*
Glasbase;Flexiglas;Flintlastic (Optional)BP-
W-61 Min.15/32-inch plywood at max Base 20;All Weather/Empire Min.1-inch long,12 ga. 6-inch o.c.at 3-inch lap and 6-inch o.c.in AA SBS-AA, SBS-AA,SBS-TA -515
24-Inch spans Base;Poly SMS Base;Ultra Poly Simplex Metal Cap Nails four,equally spaced,staggered center rows SBS-TA or APP- or APP-TA
SMS,Base;Yosemite TA
Min 19/32-inch plywood at max Glasbase;Flexlglas,Flintlastic 32 ga.,1-5/8-inch dia.tin 8-inch o.c.at 4-inch lap and 8-inch BP-AA,SBS-AA,
W-62 Base 20;Poly SMS Base;Ultra caps with 11 ga.annular O,c,,n SBS-TA or APP- SBS-AA,SBS-TA -52,5
24-inch spans Poly SMS Base;Yosemite ring shank nails three,equally spaced,staggered center rows TA or APP-TA
Glasbase;Flexiglas;Flintlastic (Optional)BP-
W-63 Min.15/32-inch exterior grade Base 20;All Weather/Empire Simplex MAXX Cap 9-Inch o.c.at 2-inch lap and 12-inch o.c.in AA,SBS-AA, SBS-AA,SBS-TA -52.5
plywood at max.24-Inch spans Base;Poly SMS Base;Yosemite two,equally spaced,staggered center rows SBS-TA or APP- or APP-TA
TA
W-64 Min.15/32-Inch exterior grade Flintlastic APP Base T Simplex,MAXX Cap 9-inch o.c.at 2-inch lap and 12-inch o.c.in (Optional)APP- APP-TA -52.5
plywood at max.24-inch spans two,equally spaced,staggered center rows TA
Min,19/32-inch plywood at max Glasbase;Flexiglas;Flintlastic 32 ga.,1-5/8-inch dia.tin 8-inch o.c.at 4-inch lap and 8-inch o.c.in BP-AA,SBS-AA, SBS-AA,SBS-TA
W-65 24-inch spans Base 20;Poly SMS Base;Ultra caps with 11 ga.annular threeeually spaced, SBS-TA or APP- -60.0
, qp ,staggered center rows
Poly SMS Base;Yosemite ring shank nails TA or APP-TA
Min 19/32-inch plywood at max Glasbase;Flexiglas;Flintlastic 32 ga.,1-5/8-inch dia.tin 6-inch o.c.at 4-Inch lap and 6-inch o.c. BP-AA,SBS-AA, SBS-AA,SBS-TA
W-66 Base 20;Poly SMS Base;Ultra caps with 11 ga.annular SBS-TA or APP- -82.5
24-inch spans Poly SMS Base;Yosemite ring shank nails four,equally spaced,staggered center rows TA I or APP-TA I
Exterior Research and Design,LLC.d/b/a Trinity ERD Evaluation Report 3520:03.04-1114 for FI-2533-1313
Certificate of Authorization#9503 Revision 14:03/27/2015
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 13 of 57
Tel 'ERD
TABLE IE-1: WOOD DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF)
SYSTEM TYPE E: NON-INSULATED,MECHANICALLY ATTACKED BASE SHEET,BONDED ROOF COVER
System Deck Base Sheet Roof Cover MDP(psf)
No. (See Note 1) Base Fasteners Attach Ply Cap
Glasbase;Flexiglas;Flintlastic (Optional)BP-
W-67 Min.15/32-inch exterior grade Base 20;All Weather/Empire Simplex MAXX Cap 6-inch o.c.at 2-inch lap and 6-inch o.c,in AA,SBS-AA, SBS-AA,SBS-TA _90.0
plywood at max.24-inch spans Base;Poly SMS Base;Yosemite two,equally spaced,staggered center rows SBS-TA or APP- or APP-TA
TA
W-68 Min.15/32-inch exterior grade Flintlastic APP Base T Simplex MAXX Cap 6-inch o.c.at 2-inch lap and 6-inch o.c.in (Optional)APP- APP-TA -90.0
plywood at max.24-inch spans two,equally spaced,staggered center rows TA
Glasbase;Flexiglas;Flintlastic 32 ga.,1-5/8-inch dia.tin BP-AA,SBS-AA,
Min.19/32-inch plywood at max 4-inch o.c.at 3-inch lap and 4-inch o.c.in SBS-AA,SBS-TA _105.0
W-69 Base 20;Poly SMS Base;Ultra caps with 11 ga.annular SBS-TA or APP
24 inch spans Poly SMS Base;Yosemite ring shank nails four,equally spaced,staggered center rows TA or APP-TA
Glasbase;Flexiglas;Flintlastic (Optional)BP-
W-70 Min.15/32-inch exterior grade Base 20;All Weather/Empire SimplexiMAXX Cap 6-inch o.c.at 2-inch lap and 6-inch o.c.in AA,SBS-AA, SBS-AA,SBS-TA -105.0
plywood at max.24-inch spans Base;Poly SMS Base;Yosemite three,equally spaced,staggered center rows SBS-TA or APP- or APP-TA
TA
W-71 Min.15/32-inch exterior grade Flintlastic APP Base T Simplex'MAXX Cap 6-inch o.c.at 2-inch lap and 6-inch o.c.in (Optional)APP- APP-TA 105.0
plywood at max.24-inch spans three,equally spaced,staggered center rows TA
Exterior Research and Design,LLC.d/b/a Trinity ERD Evaluation Report 3520.03.04-1114 for FL2533-1113
Certificate of Authorization#9503 Revision 14:03/27/2015
i Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 14 of 57