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FL. FL16027-R1 F�i:ri�'ili\iC
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Application Type Revision St. Lucie County, i=i_
Code Version 2014
Application Status Approved L"�sm C
Comments 0 PN
Archived
Product Manufacturer TRI-BUILT Roofing Products
Address/Phone/Email 9050 Louisiana Street
Merrillville,IN 4641b
(201)842-2449
david.ruiz@tribuiltmaterialsgroup.com
Authorized Signature David Ruiz
david.ruiz@tribuiltmaterialsgroup.com
Technical Representative C Richard Schurman
Address/Phone/Email 9050 Louisiana Street
Merrillville,IN 46410
rich.schurman@alliedbuilding.com
Quality Assurance Representative C Richard Schurman
Address/Phone/Email 9050 Louisiana Street
Merrillville,IN 46410
rich.schurman@allledbuilding.com
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 06/27/2016
Validated By John W.Knezevich,PE
Validation Cheddist-Hardcopy Received
Certificate of Independence FL16027 R1 COI 2015 01 COI Nieminen.odf
Referenced Standard and Year(of Standard) Standard Year
ASTM D6163 2000
ASTM D6164 2005
ASTM D6222 2008
FM 4470 1992
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Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_4tl.aspx?param=wGEVXQw...
FM 4474 2004
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 03/23/2015
Date Validated 03/29/2015
Date Pending FBC Approval 03/31/2015
Date Approved 06/22/2015
Summary of Products
FL# Model,Number or Name Description
16027.1 TRI-BUILT Modified Bitumen Roof SBS and APP modified bitumen roof systems
Systems
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16027 R1 II 2015 03 FINAL Al ER TRI-
Approved for use outside HVHZ:Yes BUILT MODBIT FL16027-Ri.pdf
Impact Resistant:N/A Verified By: Robert Nieminen PE-59166
Design Pressure:+N/A/-622.5 Created by Independent Third Party:Yes
Other:1.)The DP noted in this application refers to one Evaluation Reports
system. Refer to ER Appendix for all systems and max. FL16027 RI AE 2015 03 FINAL ER TRI-
design pressures.2.)Refer to ER Section 5 for Limits of Use. BUILT MODBIT FL16027-RI.pdf
Created by Independent Third Party:Yes
Badt Next
Contact Us::1940 Nom Monroe Street Tallahassee FL 12399 phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.:;Privary Statement::Accessibility craremen ;:Refund Statement
Under Florida law,email addresses are public records.If you do not want your a-mall address released In response to a public-records request,do not send electronic
mad to this entity.Instead,contact the office by phone or by traditional mail.N 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 emads provided may be used for official communication with the licensee.However email addresses are pubic record.If you do not wish to supply a personal
address,please provide the Department with an emai address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,
please click bmr—.
Product Approval Accepts:
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TRINITY" ERD
APPENDIX 1 ATTACHMENT.REQUIREMEN7...PR'WIND UPLIFT RESISTANEE .'
Table Deck Application Type Description Page
1A-1 Wood New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 4
1A-2 Wood New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 5
16 Wood New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 5
1C Wood New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 6
1D Wood New,Reroof(Tear-Off)or Recover D Prelim,Attached Insulation,Mech.Attached Base Sheet,Bonded Roof Cover 6
1E-1 wood New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 7
1E-2 Wood New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover B
1F Wood New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 8
2A Steel or Conc. New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 9
213 Steel or Conc. New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 10
2C Steel or Conc. New,Reroof(Tear-Off)or Recover D Prelim..Attached Insulation,Mech.Attached Base Sheet,Bonded Roof Cover 11
3A-1 Concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 12-14
3A-2 Concrete New or Reroof(Tear-Off) A-1 Bonded.Temporary Roof,Bonded Insulation,Bonded Roof Cover 15
313 Concrete New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 15
4A LWIC New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 16-17
4B LWIC New or Reroof(Tear-Off) A-2 Mech,Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 17
4C LWIC New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 19-20
5A. Culp New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 21
5B CWF New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 22
5C CWF New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 22
5D CWF New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 23
5E CIA+F New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech,Attached Base 5heet,Bonded Roof Cover 23
6A Gypsum New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 24
6B Gypsum New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 25
6C Gypsum New,Reroof(Tear-Off)or Recover C Mech,Attached Insulation,Bonded Roof Cover 25
61) Gypsum New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 25
7A Various Recover A-1 Bonded Insulation,Bonded Roof Cover 26-27
713 Various Recover F Non-Insulated,Bonded Base Sheet,Bonded Roof Cover 27
The following notes applyto the systems outlined herein:
1. The roof system evaluation herein pertains to above-deck roof components. Roof decks and structural members shall be in accordance tivith FBC requirements to the satisfaction of the AHJ. Load resistance of the
roof deck shall be documented through proper codified and/or FBC Approval documentation.
2. Insulation/base sheet fasteners shall be of sufficient length for the following deck engagement:
> Wood: Minimum 0.75-inch penetration.
i Steel: Minimum 0.75-inch penetration and engage the top flute of the steel deck.
'r Concrete: Minimum 1-inch embedment into pilot hole in accordance with fastener manufacturer's published installation instructions.
3. Unless otherwise noted,insulation may be any one layer or combination of polyisocyanurate,polystyrene,vvood fiberboard,perlite,Dens Deck,Dens Deck Prime,SECUROCK Gypsum-Fiber Roof Board or SECUROCK
Glass-Mat 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 2603.4.1 or 2603.6,when installed with the roof cover.
Exterior Research and Design,LLC.d/b/a Trinity I ERD Evaluation Report A42970.10.12-R1 for FL16027-R1
Certificate of Authorization#9503 Revision 1:03/23/2015
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 1 of 27
RINI fERD
4. Minimum 200 psi,minimum 2-inch thick lightweight insulating concrete may be substituted for rigid insulation board for System Type D Imechanically 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 AHJ. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation.
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.
Y HA(HA): Full coverage at 25-30 lbs/square.
Y Dow Insta-Stik Roofing Adhesive(D-IS); Continuous 0.75 to 1-inch wide ribbons,12-inch o.c.
Y Millennium One Step Foamable Adhesive(M-OSFA): Continuous 0.25 to 0.5-inch wide ribbons,12-inch o.c.
)o OMG OlyBond 500(OBS00): Continuous 0.75 to 1-inch wide ribbons,12-inch o.c.(PaceCart or SpatShot). Note: O1y6ond Green may be used where Olyeond 500 is referenced.
Y OlyBond Classic(OB Classic): Full coverage at 1 gal/square.
r 3M CR-20: Continuous 2.5-3.5-inch wide ribbons,12-inch o.c.
'r Note: When multiple loyers(s)of insulation and/or coverboard are installed in ribbon-opplied adhesive,adhesive ribbons shall be staggered from layer-to-foyer o 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.
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 NIDP 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:
Y Millennium One Step Foamable,Adhesive(M-OSFA): MDP -157.5 psf (Min.0.5-inch thick)
Y OMG OlyBond 500(013500): MDP -45.0 psf (Min.0.5-inch thick Multi-Max FA-3)
Y OMG OlyBond 500(013500): MDP -187.5 psf (Min.0.5-inch thick ISO 95+GQ
Y OMG OlyBond 500(013500): MDP -315.0 psf (Min.0.5-inch thick ENRGY 3)
Y OMG OlyBond 500(06500): MDP -487.5 psf (Min.0,5-inch thick,ACFoam II)
Y 310 CR-2D: MDP -117.5 psf (Min.1.0-inch thick)
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 _PDS 1-29 for Zone 2/3 enhancements.
9. 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.
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 installation,the existing roof system 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.
12. For Recover Applications using System Type D,the insulation is optional;however,the existing roof system shall be suitable for a recover application.
13. LWIC shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LVJIC 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.
Exterior Research and Design,LLC.d/b/a Trinity ERD Evaluation Report A42970.10.12-R1 for FL16027-R1
Certificate of Authorization#9503 Revision 1:03/23/2015
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 2 of 27
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TRINITY ,,E
14. Unless othenvise noted,refer to the following references for bonded base,ply or cap sheet applications.
TA
aLe 1S TRI BUILT RgoF.CoveeS
Reference Layer Material Application
BP-AA Base FBC Approved ASTM D4601,Type II
(Base and Ply sheets,Asphalt-Applied} Ply FBC Approved ASTM D2178,Type IV or VI HA at 20-40 lbs/square
SBS-.4.4
(585,Asphalt-Applied}
Cap TriBuiltSBS Granular HA at 2D-40 lbs/square
SBS-TA
(SBS,Torch-Applied) Cap TriBuilt SBS Granular Torch-Applied
SBS-SA Base TriBuilt SA SBS Base
(SBS,Self-Adhering} Self-Adhering
Cap TriBuilt SASSS Cap
APP-TA Base or Ply TriBuilt APP Smooth
(APP,Torch-Applied) Cap TriBuilt APP Smooth,TriBuilt APP Granular Torch-Applied
APP-SA
(APP,Self-Adhering) Cap TriBuilt SA APP Cap Self-Adhering
15. The following represent priming requirements for gypsum-based coverboards:
3- Dens Deck and Dens Deck Prime shall be field-primed with ASTM D41 primer prior to self-adhering or torch-applied membrane application. No priming is required for hot-asphalt membrane applications.
Y SECUROCK Gypsum-Fiber Roof Board does not require field priming for any membrane application.
16. "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 A42970.10.12-R1 for FL16027-R1
Certificate of Authorization#9503
Revision 1:03/2312015
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 3 of 27
aCu'a' Y ��`tl—i Y.�
III
TABLE 1A-1:WOOD DECKS—NEW CONSTRUCTION oR REROOF(TEAR-OFF)
SYSTEM TYPE A-2: MECHANICALLY ATTACHED ANCHI)RSHEET,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 Base Ply Cap (psi)
Min.0.25-inch Dens
Polyglass G2 Base, 8-inch o.c.in 4- Deck,Dens Deck Prime,
Min.19/32- CertainTeed Glasbase, 32 ga.,1-5/8- inch lap and 8- (Optional)FBC SECUROCK Gypsum-
inchp y I hood Firestone MR Base,JM (Optional}inch diameter inch o.c.In Approved, Fiber Roof Board,Min. SBS-AA,
W-1 tin caps with 11 three,equally ASTM C1289, HA 0.75-inch FescoBoard HA BP-AA SBS-TA, -6D.0
in max.ns GlassPermBase
or Tamko a.annular ring spaced, type II of iso- (homogeneous)or min. BP AA APP-TA
inch spans Glass Base or g g p Vp p y ( g )
GAFGL,AS#75 shank nails staggered cyanurate 0.5-inchStructodek
center rows High density Fiberboard
Roof insulation
Polyglass G2 Base, 8-inch c.c.in 4-
32 ga.,1-5/8- inch lap and 8- (Optional)FBC (Optional)
Min.19/32- CertainTeed Glasbase, Min.0.25-inch Dens SBS-SA,
inch diameter inch o.c.in Approved, One or
inch plywood Firestone MB Base,JM Deck,Dens Deck Prime, APP-SA,
at max.24- Perma-Ply 28,Tamko SECU ROCK Gypsum-
W-2 tin caps with 11 three,equally ASTM C1289, HA HA SBS-SA. more SBS- SBS-TA or -60.0
ga.annular ring spaced, type II polyiso- SA or
inch spans Glass Base or Fiber Roof Board APP-TA
GAFGLAS#75 shank nails staggered cyanurate APP-TA
center rows
6-inch o.c.in 4- Min.2-inch O-I5,DBS00,
32 ga.,1-5/8- inch lap and 6-
Min.19/32- ACFoam 11,III, CR-20 or M- Min.0.25-inch Dens D-I5,
Polyglass Elastobase inch diameter inch o.c.in S85-AA,
inch plywood or H- OSFA,atop Deck,Dens Deck Prime 08500, (Optional)
W-3 or Polyglass tin caps with 12 four,equally BP-AA SBS-TA„ -60.0
at max.24- Shield CG, fastener orSECUROCK Gypsum- CR-20 or BP-AA
inch spans Elastobase Poly ga,annular ring spaced, Multi-Max FA3 rows,7-inch Fiber Roof Board M-OSFA APP-TA
shank nails staggered
center rows
or ENRGY-3 oc
-
6-inch o.c,in 4- Min.2-inch DAS,OB500,
32 ga.,1-5/8- inch lap and 5 (Optional)
Min.19/32- ACFoam II,III, CR-20 or M- D-I5, SBS-SA,
Polyglass Elastobase inch diameter inch c.c.in One or
inch plywoodH-Shield,H- OSFA,atop (Optional)Additional 08500, APP-SA,
W-4 or Polyglass tin caps with 12 four,equally SBS-SA, more SBS- -60,0
Elastobase Poly ga,annular ring paced,
at max.24• Shield CG, fastener layers of base insulation CR-20 or 5A or SBS-TA,or
s
inch spans shank nails staggered Multi-Max FA3 rotes,7-inch M-OSFA APP TA APP-TA,
or ENRGY-3 oc
center rows
Exterior Research and Design,LLC.d/b/a Trinity ERD Evaluation Report A42970.10.12-111 for FL16027-R1
Certificate of Authorization#95D3 Revision 1:03/23/2015
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 4 of 27
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TABLE 1A-2: WOOD DECKS—NEW CONSTRUCTION,RE ROOF(TEAR-OFF)OR RECOVER
SYSTEMTYPEA-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 Base Ply Cap (psi)
12-inch o.c.in 4- Min. 5-inch Dens Deck,
Min.19/32- OMG Flat inch lap and 12-
Polyglass 0.2(Optional)FBC Dens Deck Prime,SECURDCK
inch plywood Bottom Plates inch o.c.in two,
Elastobase or Approved, Gypsum-Fiber Roof Board,
W-5 Polyglass ASTM C1289, HAMin.0.75-Inch FescoBoard HA BP-AA (Dptional} SBS-AA,SBS- -60.0
inch spans Elastobase (square}with equally spaced,
Roofgrip#12 staggered center type II polyiso- (homogeneous)or min.0.5-
BP-AA TA,A.PP-TA
Poly rows cyanurate inch Structodek High Density
Fiberboard Roof Insulation
Polyglass 2-incli o.c.1n 4- {Optional}FBC
Min.19/32- OMG Flat nch la and (Optional)
Elastobase or Approved, Min.0.25-inch Dens Deck, One or SBS-SA,A.PP-
GV-6 inch plywood Bottom Plates inch o.c.in two,at max.24- Polyglass (square}with equally spaced, ASTM C1289, HA Dens Deck Prime,SECURDCK HA SBS-SA, more SBS- SA,SBS-TA -60.0
inch spa Elastobase Roofgrip#12 staggered type II polyiso- Gypsum-Fiber Roof Board SA,or APP- or APP-TA
p Poly g p ggered center c anurate
Y TA
rows
TABLEIB: WOOD DECKS—NEW CONSTRUCTION,RE ROOF(TEAR-OFF)OR RECOVER
SYSTEM TYPE B: MECHANICALLYATTACHED BASE INSULATION,BONDED TOP INSULATION,BONDED ROOF COVER
system Base Insulation Layer Top Insulation Layer Roof Cover MDP
No. Deck(See Note 1}
Type Fasteners Attach Type Attach Base Ply Cap (psf)
Min.19/32-inch Min.1.5-inch Dekfast Hex with Min.0.75-inch FescoBoard (Optional if (Optional if using
W-7 plywood at max.24-inch ENRGY 3,H-Shield Dekfast#12 or TruFast 1 per (homogeneous)or min.0.5-inch AA,Base)One or SBS-AA,SBS-TA,
1.33 ft` Structodek High Density Fiberboard HA BP-AA AA Ply} more BP-AA,or APP-TA, 60.0
spans or Polytherm MP-3 with TruFas[DP gp_A
Roof Insulation APP-TA
Exterior Research and Design,LLC.d/b/a TrinitVI ERD Evaluation Report A42970.10.12-R1 for FL16027-R1
Certificate of Authorization#9503 Revision 1:03/23/2015
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 5 of 27
{
TABLEIC: WOOD DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFF)all RECOVER
SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION,BONDED ROOF COVER
system Deck(See Note 1) Base Insulation Top Insulation Layer Roof Cover MDP
No. Layer Type Fasteners Attach Base Ply Cap (psf)
(Optional) Min.0.5-inch Structodek High Density
Min.19/32-inch Dekfast Galvalume (Optional if (Optional if using AA
One or more layers, Fiberboard Roof Insulation or min.0.25- 1 per 1.33 SBS-AA,SBS-TA,APP-
W-8 plywood at max. Steel Hex with using AA Ply) Base)One or more BP-AA -82.5
24-inch spans any Combination, inch Dens Deck,Dens Deck Prime or Dekfast#12 DP ft` BP-AA or APP-TA TA
loose laid SECUROCK Gypsum-Fiber Roof Board
(Optional) Dekfast Galvalume
Min.19/32-inch Steel Hex with
One or more layers, Min.1.5-inch ENRGY 3,H-Shield or 1 per 1.33 (Optional)One or more 56S-SA,APP-SA,SBS-
W-9 plywood at max. Dekfast#12 DP or Z SBS-SA -82.5
24-inch spans any combination, Polytherm Tru Fast MP-3 with
ft SBS SA orAPP-T.4 T.6,orP.PP-TA.
loose laid Tru Fast DP
TABLE 1D:WOOD DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER
SYSTEM TYPE D:PRELIMINARILY ATTACHED INSULATION,MECHANICALLY ATTACHED BASE SHEET,BONDED ROOF COVER
System Deck(See Nate 11 Insulation Layers) Base Sheet Roof Cover MDP
No. Type Attach Base Fasteners Attach Ply Cap (psf)
Polyglass Elastobase,Polyglass CMG Flat Bottom Plates
Min.19/32-inch One or more layers, Prelim, Elastobase Poly,Polyglass G2 Base, (square)with Roofgrip 12-inch c.c.in 4-inch lap and 12- (Optional)One SBS-.AA,
W-10 plywood at max. CertainTeed Glasbase,Firestone NIB #14,Dekfast Hex with inch o.c.in two,equally spaced, or more BP-AA. SBS-TA., -52.5
24-inch spans any combination Attached Base,JM Perma-Ply 28,Tamko Glass Dekfast#14 or TruFast staggered center rows or APP-TA APP-TA
Base or GAFGLAS#75 MP-3 with Tru Fast HD
Min.19/32-inch Dekfast Hex with Dekfast 12-inch o.c.in 4-inch lap and 12- SBS-SA,
One or more layers, Prelim. Polyglass Elastobase or Polyglass One or more APP-SA,
W-11 plywood at max. #14 or TruFast MP-3 with inch o.c.in two,equally spaced, -52.5
24-inch spans any combination Attached Elastobase Poly with poly top surface Tru Fast HD staggered center rows SBS-SA SBS-TA or
APP-TA
Min.19/32-inch 12-inch o.c.in 4-inch lap and 12- (Optional)One SBS-AA,
One or more layers, Prelim. Polyglass Elastobase or Polyglass OMG Flat Bottom Plates
W-12 plywood at max. inch o.c.in two,equally spaced, or more BP-AA SBS-TA, -60.0
24-inch spans any Combination Attached Elastobase Poly (square)with Roofgrip#12 staggered center rows or APP-TA APP-TA
Min.19/32-inch 12-inch o.c.in 4-inch lap and 12- SBS-SA,
W-13 plywood at max.
One or more layers, Prelim. Polyglass Elastobase or Polyglass CMG Flat Bottom Plates inch o.c.in two,equally spaced, -60.0
One or more A.PP-SA, *
24-inch spans any combination Attached Elastobase Poly with poly top surface (square)with Roofgrip 412 staggered center rows SBS-SA SBS-TA or
APP-TA
Exterior Research and Design,LLC.d/b/a Trinity I ERD Evaluation Report A42970.LO.12-R1 for FL16027-R1
Certificate of Authorization#9503 Revision 1:03/23/2015
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 6 of 27