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FL* Tvoe Manufacturer Validated By S atus
FL16027-R2 Revision Tri-Built Materials Group,LLC John W. Knezevich, PE Approved
Hi5tory Category:Roofing (954)772-6224
Subcategory:Modified Bitumen Roof System
'Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary.
Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copynoht 2007-2013 State of Florida ::Privacy Statement::Accessibility Statement::Refund Statement
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emails 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,
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RECEIVED
DEC 0 3 2.018
T. Lucie County,permitting
EXTERIOR RESEARCH&DESIGN, LLC.
Certificate of Authorization#9503
353 Christian Street
,: TRINITY ERD Oxford, CT 06478
(203) 262-9245
EVALUATION REPORT
TRI-BUILT Materials Group,LLC Evaluation Report A42970.10.12-R2
PO Box 70 FL16027-112
Rutherford, NJ 07070 Date of Issuance:10/23/2012
(800) 516-1485 Revision 2:09/25/2017
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen,
P.E. for use of the product under the Florida Building Code. The product described herein has been evaluated for
compliance with the 6th Edition (2017) Florida Building Code sections noted herein.
DESCRIPTION: TRI-BUILT Modified Bitumen Roof Systems
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes,the referenced
Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of
this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product
changes or the referenced Quality Assurance documentation changes. Trinity I ERD requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity I ERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or
its distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 4, plus a 26-page Appendix.
Prepared by:
��ytto.54C17 'ice_
— y
T:T
Robertl.M.Nieminen, P.E. Thefacsimile seat appearing was authorized byRobert Nieminen,
•,,,5�^»:..•� s Iy signed
Florida Registration No.59166,Florida DCA ANE1983 :,,��� �����.� P.E.on D9/25/2017.This does not serve as an ekctronica�
document.
CERTIFICATION OF INDEPENDENCE:
1. Exterior Research&Design,LLC.d/b/a Trinity I ERD does not have,nor does it intend to acquire or will it acquire,a financial interest
in any company manufacturing or distributing products it evaluates.
2- Exterior Research & Design, LLC. d/b/a Trinity I ERD is not owned, operated or controlled by any company manufacturing or
distributing products it evaluates.
3. Robert Nieminen, P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen, P.E. does not have, nor will acquire,a financial interest in any other entity involved in the approval process of the
product.
5. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
project on which this Evaluation Report,or previous versions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose.
TRINITY ERD
ROOFING SYSTEMS EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: Modified Bitumen Roof Systems
Compliance Statement: TRI-BUILT Modified Bitumen Roof Systems, as produced by TRI-BUILT Materials Group,
LLC, have demonstrated compliance with the following sections of the 6h Edition (2017) Florida Building Code
through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements
and Limitations/Conditions of Use set forth herein.
2. STANDARDS:
Section Property Standard Year
1504.3.1 Wind FM 4474 2011
1504.7 Impact FM 4470 2012
1507.11.2 Physical Properties ASTM D6163 2008
1507.11.2 Physical Properties ASTM D6164 2011
1507.11.2 Physical Properties ASTM D6222 2011
3. REFERENCES:
Entity Examination Reference Date
ERD(TST6049) Physical Properties P10490.10.08-2 10/30/2008
ERD(TST6049) FM 4470/4474 P13760.09.09 09/10/2009
ERD(TST6049) FM 4470/4474 P13770.09.09 09/10/2009
ERD(TST6049) FM 4470/4474 1330540.11.09-R1 11/30/2009
ERD(TST6049) FM 4470/4474 P30550.12.09 12/02/2009
ERD(TST6049) Physical Properties P33960.12.10 12/30/2010
ERD(TST6049) FM 4470/4474 P33970.03.11 03/15/2011
ERD(TST6049) Physical Properties P37590.03.13-3A 03/06/2013
ERD(TST6049) FM 4470/4474 P39680.03.13 03/04/2013
ERD(TST6049) Physical Properties P37590.03.13-1-R1 06/26/2013
ERD(TST6049) Physical Properties P37590.03.13-2-R1 07/01/2013
ERD(TST6049) Physical Properties P37590.07.13-2 07/01/2013
ERD(TST6049) Physical Properties P37590.03.13-5-R1 07/01/2013
ERD(TST6049) Physical Properties P37590.07.13-1 07/02/2013
ERD(TST6049) Physical Properties P45940.09.13 09/04/2013
ERD(TST6049) Physical Properties P44370.10.13 10/04/2013
FM Approvals(TST1867) FM 4470 2W7A7.AM 08/04/1994
FM Approvals(TST1867) FM 4470 0D3A3.AM 04/04/1997
FM Approvals(TST1867) FM 4470 2DOAO.AM 12/23/1998
FM Approvals(TST1867) FM 4470 2D5A9.AM 06/22/1999
FM Approvals(TST1867) FM 4470 3006646 01/04/2000
FM Approvals(TST1867) FM 4470 3001334 01/25/2000
FM Approvals(TST1867) FM 4470 3001334 02/15/2000
FM Approvals(TST1867) FM 4470 3000857 01/12/2000
FM Approvals(TST1867) FM 4470 3004091 01/12/2000
FM Approvals(TST1867) FM 4470 3006115 05/02/2001
FM Approvals(TST1867) FM 4470 3012321 07/29/2002
FM Approvals(TST1867) FM 4470 3014692 08/05/2003
FM Approvals(TST1867) FM 4470 3014751 08/27/2003
FM Approvals(TST1867) FM 4470 3007170 01/13/2004
FM Approvals(TST1867) FM 4470 3019317 06/30/2004
FM Approvals(TST1867) FM 4470 3020703 07/30/2004
FM Approvals(TST1867) FM 4470/4474 3018332 01/31/2006
FM Approvals(TST1867) FM 4470/4474 3023368 03/20/2006
FM Approvals(TST1867) FM 4470/4474 3024594 05/23/2006
Exterior Research and Design,U.C. Evaluation Report A42970.10.12-R2
Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL16027-R2
TRI-BUILT Modified Bitumen Roof Systems;(800)516-1485 Revision 2:09/25/2017
Page 2 of 4
1
TRINITY 'ERS
Entitt Examination Reference Date
FM Approvals(TST1867) FM 4470/4474 3023458 07/18/2006
FM Approvals(TST1867) FM 4470/4474 3030668 09/12/2007
FM Approvals(TST1867) FM 4470/4474 3032172 06/12/2009
PRI(TST5878) Physical Properties PUSA-062-02-01 12/04/2007
PRI(TST5878) Physical Properties PUSA-061-02-02 01/28/2008
PRI(TST5878) Physical Properties PUSA-064-02-02 02/27/2008
PRI(TST5878) Physical Properties PUSA-062-02-02 12/04/2008
Miami-Dade(CER1592) HVHZ Compliance Various NOAs Various
Miami-Dade(CER1592) Proposal for Review 10-0823 10/12/2010
UL LLC (QUA9625) Quality Control ML Agreement 02/27/2012
UL LLC (QUA9625) Quality Control ML Correlation,R27202 08/20/2012
UL LLC (QUA9625) Quality Control Service Confirmation,R14571 Exp.10/06/2018
4. PRODUCT DESCRIPTION:
This Evaluation Report covers TRI-BUILT Modified Bitumen Roof Systems installed in accordance with TRI-BUILT
Materials Group, LLC published installation instructions and the Limitations / Conditions of Use herein. The
following membranes make up the subject systems.
Table 1:Roll-Goods for TRI-BUILT Modified Bitumen Roof Systems
Type Product Specification
Reference Grade Type
TriBuilt SA SBS Base ASTM D6163,Table 2 5 1
SBS Membranes TriBuilt SBS Granular ASTM D6164 G I
TriBuilt SA SBS Cap ASTM D6164 G I
TriBuilt APP Smooth ASTM D6222 S I
APP Membranes TriBuilt APP Granular ASTM D6222 G I
TriBuilt SA APP Cap ASTM D6222 G I
S. LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinity)ERD nor Robert Nieminen, P.E. are, in any way, the
Designer of Record for any project on which this Evaluation Report,or previous versions thereof,is/was used
for permitting or design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions.
5.3 Refer to a current Approved Roofing Materials Directory for fire ratings of this product.
5.4 For steel deck installations,foam plastic insulation shall be separated from the building interior in accordance
with FBC 2603.4 unless the exceptions stated in FBC 2603.4.1 and 2603.6 apply.
5.5 The roof system 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.
5.6 For recover installations,the existing roof shall be examined in accordance with FBC 1511.
5.7 For mechanically attached insulation or membrane or strip-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. 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 WD1, 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.
Exterior Research and Design,LLC. Evaluation Report A42970.10.12-R2
certificate of Authorization#9503 6'EDITION(2017)FBC NON-HVHZ EVALUATION FL16027-R2
TRI-BUILT Modified Bitumen Roof Systems;(800)516-1485 Revision 2:09/25/2017
Page 3 of 4
",,] TRINITYERD
5.8 For assemblies with all components fully bonded in place, the maximum design pressure for the selected
assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16. No
rational analysis is permitted for these systems.
5.9 For mechanically attached insulation or membrane over existing roof 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.
5.10 For bonded insulation or membrane over existing substrates in a re-roof(tear off)or recover installation,the
existing deck or existing roof surface shall be examined for compatibility with the adhesive to be installed. If
any surface conditions exist that bring system performance into question, 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 shall be conducted on mock-ups of the proposed new roof assembly.
5.11 For bonded insulation or membrane over existing substrates in a recover installation, the existing roof
system 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 ASTM E907, FM
Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124.
5.12 Metal edge attachment (except gutters), shall be designed and installed for wind loads in accordance with
FBC Chapter 16 and tested for resistance in accordance with ANSI/SPRI ES-1 or Roofing Application Standard
RAS 111, except the basic wind speed shall be determined from FBC Figure 1609.3(1), 1609.3(2) or
1609.3(3).
5.13 All products in the roof assembly shall have quality assurance in accordance with FAC Rule 61G20-3.
6. INSTALLATION:
6.1 TRI-BUILT Modified Bitumen Roof Systems shall be installed in accordance with TRI-BUILT Materials Group,
LLC published installation instructions,subject to the Limitations/Conditions of Use noted below.
6.2 System attachment requirements for wind load resistance are set forth in Appendix 1. "MDP" = Maximum
Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects
the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been
applied). Refer to FBC 1609 for determination of design wind loads.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
8. MANUFACTURING PLANTS:
Contact the noted QA agency for information on product locations covered for F.A.C. Rule 61G20-3 QA
requirements.
9. QUALITY ASSURANCE ENTITY:
UL LLC—QUA9625;(314)578-3406,k.chancellor@us.ul.com
-THE 26-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT-
Exterior Research and Design,I.I.C. Evaluation Report A42970.10.12-R2
Certificate of Authorization#9S03 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL16027-R2
TRI-BUILT Modified Bitumen Roof Systems;(800)516-1485 Revision 2:09/25/2017
Page 4 of 4
TRINITY'ERD
APPENDIX 1:ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE
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
1B 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 8
1F Wood New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 8
2A Steel or Structural concrete New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 9
2B Steel or Structural concrete New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 9
2C Steel or Structural concrete New,Reroof(Tear-Off)or Recover D Prelim,Attached Insulation,Mech.Attached Base Sheet,Bonded Roof Cover 10
3A Structural concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 11-14
3B Structural concrete New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 14
4A LWIC New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 15-16
4B LWIC New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 16
4C LWIC New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Banded Roof Cover 17-19
SA CWF New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 20
58 CWF New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 21
5C CWF New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 22
SD CWF New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 22
SE CWF New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 22
6A Gypsum New or Reroof(Tear-Off) A-1 Bonded insulation,Bonded Roof Cover 23
6B Gypsum New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 24
6C Gypsum New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 24
6D Gypsum New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 24
7A Various Recover A-1 Bonded Insulation,Bonded Roof Cover 25-26
7B Various Recover F Non-Insulated,Bonded Base Sheet,Bonded Roof Cover 26
The followin¢notes apply to 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 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. Insulation/base sheet fasteners shall be of sufficient length for the following deck engagement:
Y Wood: Minimum 0.75-Inch penetration.
Y Steel: Minimum 0.75-inch penetration and engage the top flute of the steel deck.
➢ Structural concrete: Minimum 1-Inch embedment into pilot hole in accordance with fastener manufacturers published Installation instructions.
3. Unless otherwise noted, insulation may be any one layer or combination of poiyisocyanurate, polystyrene, wood fiberboard, perlite, gypsum-based roof board or mineral-wool roof board that meets the OA
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.
Exterior Research and Design,LLC.d/b/a Trinity)ERD Evaluation Report A42970.10.12-R2 for FL36027-R2
Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 2:09/25/2017
Prepared by: Robert Nieminen,PE-59166 TRI-BUILT Modified Bitumen Roof Systems;(800)516-1485 Appendix 1,Page 1 of 26
i -
i
TRINITY ERS
4. Minimum 200 psi,minimum 2-inch thick 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. Roof decks and
structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC
Approval documentation.
S. Preliminary insulation attachment for System Type D:Unless otherwise noted,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.
➢ HA(HA): Full coverage at 25-30 lbs/square.
➢ Dow INSTA STIK Quik Set Insulation Adhesive(D-IS): Continuous 0.75 to 1-inch wide ribbons,12-inch o.c.
➢ Millennium One Step Foamable Adhesive(M-OSFA): Continuous 0.25 to 0.5-inch wide ribbons,12-inch o.c.
➢OMG OlyBond 500(OB500): Continuous 0.75 to 1-inch wide ribbons,12-inch o.c.(PaceCart or SpotShot). Note: OlyBond Green may be used where OlyBond 500 is referenced.
➢OlyBond Classic(OB Classic): Full coverage at 1 gal/square.
➢ICP Adhesive&Sealants CR-20: Continuous 2.5-3.5-inch wide 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.
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 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:
➢ Millennium One Step Foamable Adhesive(M-OSFA): MDP -157.5 psf (Min.0.5-inch thick)
➢ OMG OlyBond 500(08500): MDP -45.0 psf (Min.0.5-inch thick Multi-Max FA-3)
➢OMG OlyBond 500(08500): MDP -187.5 psf (Min.0.5-Inch thick ISO 95+GL)
➢OMG OlyBond 500(OB500): MDP -315.0 psf (Min.0.5-inch thick ENRGY 3)
➢OMG OlyBond 500(OB500): MDP -487.5 psf (Min.0.5-Inch thick ACFoam II)
➢ ICP Adhesive&Sealants CR-20: MDP -117.5 psf (Min.1.0-Inch thick)
8. Bonded polyisocyanurate 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 WD1, 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.
11. For mechanically attached components over existing decks,fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the
minimum requirements for the system. Testing and analysis shall be in accordance with ANSI/SPRI FX-1 or Testing Application Standard TAS 105.
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;however,the existing roof system shall be suitable for a recover application.
14. Lightweight Insulating Concrete(LWC)shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWC is referenced,refer to current LWC
Product Approval for specific deck construction and limitations. For systems where specific LWC is not referenced,the minimum design mix shall be 300 psi. In all cases,the minimum top-coat thickness is 2-inches.
For LWC over structural concrete,reference Is made to FBC Section 1917.4.1,Point 1.
Exterior Research and Design,U.C.d/b/a Trinity IERD Evaluation Report A42970.10.12-R2 for FL36027-R2
Certificate of Authorization#9503 6'"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 2:09/25/2017
Prepared by: Robert Nieminen,PE-59166 TRI-BUILT Modified Bitumen Roof Systems;(800)516-1485 Appendix 1,Page 2 of 26
TRINITY ERS
15. Unless otherwise noted,refer to the following references for bonded base,ply or cap sheet applications.
TABLE 1:TRI-BUILT ROOF COVERS
Reference Layer Material Application
BP-AA Base Ply FBC Approved ASTM D4601,Type 11 HA at 20-40 lbs/square
(Base and Ply sheets,Asphalt-Applied) Ply FBC Approved ASTM D2178,Type IV or VI
SBS-AA Cap Ply TriBuilt SBS Granular HA at 20-40 lbs/square
(SBS,Asphait-Applied)
SBS-TA
(SBS,Torch-Applied) Cap Ply TriBuilt SBS Granular Torch-Applied
SBS-SA Base Ply TriBuilt SA SBS Base
(SBS,Self-Adhering) Cap Ply TriBullt SA SBS Cap Self-Adhering
APP-TA Base Ply or Ply TriBuilt APP Smooth
APP,Torch-Applied) Torch-Applied
( lied pP� ) Cap Ply TriBuilt APP Smooth,TriBuilt APP Granular
APP-SA
(APP,Self-Adhering) Cap Ply TriBuilt SA APP Cap Self-Adhering
16. Vapor barrier options for use over structural concrete deck followed by adhered insulation 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;ADHERED INSULATION PER TABLE 3A
Option q Primer Vapor Barrier Insulation Adhesive MDP(psf)
Type Attach
V13-1. ASTM D41 TriBullt SA SBS Base Self-Adhering Inta-Stik or CR-20,12-inch o.c. -60.0
VB-2. ASTM D41 TriBuilt SA SBS Cap Self-Adhering Insta-Stik,12-inch o.c. -75.0
VB-3. ASTM D41 TriBuilt SA SBS Cap Self-Adhering Millennium One Step Foamable Adhesive,12-inch o.c. -157.5
VB-4. ASTM D41 TriBuilt SA SBS Cap Self-Adhering CR-20,12-Inch o.c. -270.0
VB-5. ASTM D41 TriBuilt SA SBS Base Self-Adhering Millennium One Step Foamable Adhesive,Millennium PG-1 Pump Grade 290.0
Adhesive,OlyBond 500 or CR-20,12-inch o.c.
17. Dens Deck shall be field-primed with PG100 prior to self-adhering membrane application. Refer to tables herein for other priming requirements.
18. "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,I.I.C.d/b/a Trinity IERD Evaluation Report A42970.10.12-R2 for FL16027-R2
Certificate of Authorization 49503 6'EDITION(2017)FBC NON-HVHZ EVALUATION Revision 2:09/25/2017
Prepared by: Robert Nieminen,PE-59166 TRI-BUILT Modified Bitumen Roof Systems;(800)516-1485 Appendix 1,Page 3 of 26
i
TRINITY 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 Roof Cover(Note 15) MDP
No. (Note 1) Type Fasteners Attach Type Attach Type Attach Base Ply Ply Cap Ply Ipsf)
Min.0.25-Inch Dens
Polyglass G2 Base, B-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-
inch I inch diameter inch o.c.in Approved, Fiber Roof Board,Min. SBS-AA,
plywood Firestone MB Base,JM (Optional)
W-1 at max.24- Perma-Ply 28,Tamko BP-AA tin caps with 11 three,equally ASTM C1289, HA 0.75-Inch FescoBoard HA BP-AA SBS-TA, -60.0
Inch spans Glass Base or ga.annular ring spaced, type 11 polyiso- (homogeneous)or min. APP-TA
GAFGLAS#75 shank nails staggered cyanurate 0.5-inch Structodek
center rows High Density Fiberboard
Roof Insulation
Polyglass G2 Base, 8-inch o.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
W-2 inch plywood Firestone M8 Base,o tin caps with 11 three,equally ASTM C1289, HA Deck,Dens Deck Prime, HA SBS-SA more SBS- APP-SA, -60.0
at max.24- Perma-Ply 28,TamkSECUROCK Gypsum- SBS-TA or
polyiso type SA or, II
inch spans Glass Base or ga.annular ring spacedFiber Roof Board APP-TA
GAFG LAS#75 shank nails staggered cyanurate APP-TA
center rows
6-inch o.c.in 4- Min.2-inch D-IS,OB500,
32 ga.,1-5/8- inch lap and 6-
Min.19/32- ACFoam 11,ill, CR-20 or M- Min.0.25-inch Dens D-IS,
Polyglass Elastobase Inch diameter inch o.c.in SBS-AA,
inch plywood H-Shield,H- OSFA,atop Deck,Dens Deck Prime OBS00, (Optional)
W-3 or Polyglass tin caps with 12 four,equally BP-AA SBS-TA, -60.0`
at max.24 Shield CG, fastener or SECUROCK 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 or ENRGY-3 oc
center rows
6-inch o.c.in 4- Min.2-inch D-IS,OB500,
32 ga.,1-5/8- inch lap and 6- (Optional)
Min.19/32- ACFoam 11,III, CR-20 or M- D-IS, SBS-SA,
Polyglass Elastobase Inch diameter Inch o.c.in One or
inch plywood H-Shield,H- OSFA,atop (Optional)Additional OBS00, APP-SA,
W-4 or Polyglass tin caps with 12 four,equally SBS-SA more SBS- -60.0•
at max.24 Shield CG, fastener layers of base insulation CR-20 or SBS-TA or
Elastobase Poly ga.annular ring spaced, SA or
inch spans shank nails staggered Multi-Max FA3 rows,7-inch M-OSFA APP TA APP-TA
center rows or ENRGY-3 oc
Exterior Research and Design,U.C.d/b/a Trinity I ERD Evaluation Report A42970.10.12-R2 for FL36027-1112
Certificate of Authorization#9503 6'"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 2:09/25/2017
Prepared by: Robert Nieminen,PE-59166 TRI-BUILT Modified Bitumen Roof Systems;(800)516-1485 Appendix 1,Page 4 of 26
i
TRINITY ERD
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(Note 15) MDP
No. (Note 1) Type Fasteners Attach Type Attach Type Attach Base Ply Ply Cap Ply (Psf)
12-inch o.c.in 4- Min.0.25-inch Dens Deck,
Min.19/32- Polyglass OMG Flat inch lap and 12- (Optional)FBC Dens Deck Prime,SECUROCK
inchI Elastobase or Approved, Gypsum-Fiber Roof Board,
p ywood Bottom Plates inch o.c.in two, (Optional) 585-AA,SBS-
W-5 at max.24- Polyglass (square)with equally spaced, ASTM C1289, HA Min.0.75-inch FescoBoard HA BP-AA BP-AA TA,APP-TA -60.0
inch spans Elastobase Roofgrip#12 staggered center type II polyiso- (homogeneous)or min.0.5-
Poly rows cyanurate inch Structodek High Density
Fiberboard Roof Insulation
Polyglass
12-inch o.c.in 4- (Optional)FBC (Optional)
Min.19/32- OMG Fiat inch lap and 12-
Elastobase or Approved, Min.0.25-inch Dens Deck, One or 585-SA,APP-
W-6 inch plywood Polyglass Bottom Plates inch o.c.in two, ASTM C1289, HA Dens Deck Prime,SECUROCK HA SBS-SA more SBS- SA,SBS-TA -60.0
at max.24- Elastobase (square)with equally spaced, type 11 polyiso- Gypsum-Fiber Roof Board SA or APP- or APP-TA
inch spans Poly Roofgrip#12 staggered center cyanurate TA
rows
TABLE 1B:WOOD DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER
SYSTEM TYPE B: MECHANICALLY ATTACHED BASE INSULATION,BONDED TOP INSULATION,BONDED ROOF COVER
System Deck(Note 1) Base Insulation Layer Top Insulation Layer Roof Cover(Note 15) MDP
No. Type Fasteners Attach Type Attach Base Ply Ply Cap Ply (Psf)
Min.19/32-inch Min.1.5-inch Dekfast Hex with Min.0.75-Inch FescoBoard (Optional if using
/ (Optional if
W-7 plywood at max.24-inch ENRGY 3,H-Shield Dekfast 812 orTruFast 1 per (homogeneous)or min.0.5-inch HA using AA Ply) AA Base)One or SBS-AA,SBS-TA, -60.0
spans or Polytherm MP-3 with Trufast DP 1.33 ftStructodek High Density Fiberboard BP AA more BP-AA or APP-TA
Roof Insulation APP-TA
Exterior Research and Design,U.C.d/b/a Trinity(ERD Evaluation Report A42970.10.12-R2 for FL36027-R2
Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 2:09/25/2017
Prepared by: Robert Nieminen,PE-59166 TRI-BUILT Modified Bitumen Roof Systems;(800)516-1485 Appendix 1,Page 5 of 26
TRINITY ERD
TABLE 1C:WOOD DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER
SYSTEM TYPE C:MECHANICALLY ATTACHED INSULATION,BONDED ROOF COVER
System Deck Note 1)
Base Insulation Top Insulation Layer Roof Cover(Note 15) MDP
(
No. Layer Type Fasteners Attach Base Ply Ply Cap Ply (Psf)
Min.19/32-Inch (Optional) Min.0.5-inch Structodek High Density Dekfast Galvalume (Optional if (Optional if using AA
W-8 plywood at max. One or more layers, Fiberboard Roof Insulation or min.0.25- Steel Hex with 1 peri.33 using AA Ply) Base)One or more BP-AA SBS-AA,SBS-TA,APP- 82 5
24-inch spans any combination, inch Dens Deck,Dens Deck Prime Dekfast#12 DP ft BP-AA or APP-TA TA
loose laid SECU ROCK Gypsum-Fiber Roof Board
(Optional) Dekfast Galvalume
Min.19/32-Inch Steel Hex with
plywood at max. One or more layers, Min.1.5-inch ENRGY 3,H-Shield or fast#12 DP or 1 pert.33 SBS-SA (Optional)One or more S85-SA,APP-SA,SBS-
W-9 pDekfast
24-Inch spans any combination, Polytherm Dek TruFast MP-3 with ft SBS-SA or APP-TA TA or APP-TA -82.5
loose laid TruFast 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 Insulation Layer(s) Base Sheet Roof Cover(Note 15) MDP
No. Deck(Note 1) Type Attach Base Fasteners Attach Base Ply Cap Ply (Psf)
Polyglass Elastobase,Polyglass OMG Flat Bottom Plates
Min.19/32-inch One or more layers, Prelim. Elastobase Poly,Polyglass G2 Base, (square)with Roofgrip 12-inch o.c.in 4-inch lap and 12- (Optional)One SBS-AA,
W-10 plywood at max. CertainTeed Glasbase,Firestone MB #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 TruFast HD
Min.19/32-Inch Dekfast Hex with Dekfast 12-Inch o.c.In 4-Inch lap and 12- SBS-SA,
W-11 plywood at max. One or more layers, Prelim. Polyglass Elastobase or Polyglass #14 or TruFast MP-3 with inch o.c.in two,equally spaced, One or more APP-SA, -52.5•
24-inch spans any combination Attached Elastobase Poly with poly top surface TruFast HD staggered center rows SBS-SA SBS-TA or
APP-TA
Min.19/32-Inch 12Anch 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 q12 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 OMG Fiat Bottom Plates inch o.c.in two,equally spaced, One or more APP-SA, -60.0'
24-inch spans any combination Attached Elastobase Poly with poly top surface (square)with Roofgrip#12 staggered center rows SBS-SA SBS-TA or
APP-TA
Exterior Research and Design,LLC.d/b/a Trinity IERD Evaluation Report A42970.10.12-R2 for FL16027-112
Certificate of Authorization#9503 6"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 2:09/2S/2017
Prepared by: Robert Nieminen,PE-59166 TRI-BUILT Modified Bitumen Roof Systems;(800)516-1485 Appendix 1,Page 6 of 26
...E-„
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(Note 1) Base Sheet Roof Cover(Note 15) MDP
No. Base Fasteners Attach Base Ply Cap Ply (Psf)
Min.15/32-inch
W-14 plywood at max.24- Polyglass Elastobase Simplex MAXX Cap equally
o.c.at 2-inch lap and center
inch s in two, (Optional)BP-AA or SBS-Aor APP
,SBS-TA -45.0•
Inch spans equally spaced,staggered center rows APP-TA or APP-TA
Min.15/32-inch
W-15 plywood at max.24- Polyglass Elastobase Simplex MAXX Cap 9-loch o.c.at 2-inch lap and 12-inch o.c.in two, (Optional)BP-AA or SBS-AA,SBS-TA -52.5
Inch spans equally spaced,staggered center rows APP-TA or APP-TA
Min.19/32-Inch Polyglass Elastobase,Polyglass Elastobase
/ (Optional)One or
W-16 plywood at max. Poly,Polyglass G2 Base,CertainTeed 32 ga.,1-5/8-inch diameter tin caps 8-inch o.c.in 4-Inch lap and B-inch o.c.in three, more BP-AA or SBS-AA,SBS- -60.0
24-inch spans Glasbase,Firestone MB Base,JM Perma- with 11 ga.annular ring shank nails equally spaced,staggered center rows APP-TA TA,APP-TA
Ply 28,Tamko Glass Base or GAFGLAS#75
Min.19/32-inch Polyglass Elastobase or Polyglass 32 ga.,1-5/8-inch diameter tin caps 8-inch o.c.in 4-inch lap and 8-inch o.c.in three, (Optional)One or SBS-SA,APP-
W-17 plywood at max. Elastobase Poly with poly top surface with 11 ga.annular ring shank nails equally spaced,staggered center rows more SBS-SA or SA,SBS-TA or -60.0
24-inch spans APP-TA APP-TA
Min.15/32-Inch
W-18 plywood at max.24- Polyglass Elastobase Simplex MAXX Cap equally
o.c.at 2-inch lap and 6-ter rosin two, (Optional)BP-AA or or APP-,SBS TA -90.0
inch spans equally spaced,staggered center rows APP-TA or APP-TA
Min.19/32-inch
W-19 plywood at max. -TA or -97.5
more SBS-SA or SA,SBS(Optional)One or SBS-SA,APP-
Polyglass Elastobase or Polyglass 32 ga.,1-5/8-inch diameter tin caps 4-inch o.c.In 4-inch lap and 4-inch o.c.in four,
2lyinch spans Elastobase Poly with poly top surface with 11 ga.annular ring shank nails. equally spaced,staggered center rows APP-TA APP-TA-TA
Min.15/32-Inch 6-inch o.c.at 2-inch la and 6-Inch o.c.in three,
W-20 plywood at max.24- Polyglass Elastobase Simplex MAXX Cap P (Optional)BP-AA or SBS-AA,585-TA -105.0
inch spans equally spaced,staggered center rows APP-TA or APP-TA
Min.19/32-inch (Optional)One or
lywood at max. Polyglass Elastobase or Polyglass 32 ga.,1-5/8-inch diameter tin caps 6-inch o.c.in 4-inch lap and 6-inch o.c.in four, SBS-AA'SBS-
W-21 pmore BP-AA or
24-Inch Inch spans Elastobase Poly with it ga.annular ring shank nails equally spaced,staggered center rows APP TA TA,APP-TA -112.5
Min.19/32-Inch 32 ga.,1-5/8-Inch diameter tin caps SBS-SA,APP-
W-22 plywood at max. Polyglass Elastobase or Polyglass with 11 ga.annular ring shank nails. 6-inch o.c.in 4-Inch lap and 6-Inch o.c.in four, (Optional)One or SA,SBS-TA or -112.5
24-inch spans Elastobase Poly with poly top surface Note:Tin caps are to be primed with equally spaced,staggered center rows more APP-TA APP-TA
ASTM D41 primer.
Exterior Research and Design,U.C.d/b/a Trinity I ERD Evaluation Report A42970.10.12-R2 for FL16027-R2
Certificate of Authorization#9503 6'"EDITION(2017)FBC NON-HVHI EVALUATION Revision 2:09/25/2017
Prepared by: Robert Nieminen,PE-59166 TRI-BUILT Modified Bitumen Roof Systems;(900)516-1485 Appendix 1,Page 7 of 26
r
TRINITY ERD
TABLE 1E-2: WOOD DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER
SYSTEM TYPE E: NON-INSULATED,MECHANICALLY ATTACHED BASE SHEET,BONDED ROOF COVER
System Deck(Note 1) Base Sheet Roof Cover(Note 15) MDP
No. Base Fasteners Attach Base Ply Cap Ply (Psf)
Polyglass Elastobase,Polyglass Elastobase
Min.19/32-Inch OMG Flat Bottom Plates(square)with 12-inch o.c.in 4-inch lap and 12-inch (Optional)One or SBS-AA,585-
Poly,Polyglass G2 Base,CertainTeed
W-1 plywood at max. Glasbase,Firestone MB Base,JM Perma- Roofgrip#14,Dekfast Hex with Dekfast#14 o.c.in two,equally spaced,staggered more BP-AA or TA,APP-TA -52.5
24-inch spans Ply 28,Tamko Glass Base or GAFGLAS#75 orTruFast MP-3 with TruFast HD center rows APP-TA
Min.19/32-inch .
12-inch o.c.In 4-Inch lap and 12-inch SBS-SA,APP-
W-2 plywood at max. Polyglass Elastobase or Polyglass Dekfast Hex with Dekfast#14 or TruFast MP- One or more 585-
p Elastobase Poly with poly top surface 3 with TruFast HD o.c.in two,equally spaced,staggered SA SA,SBS-TA or -52.5*
24-Inch spans center rows APP-TA
Min.19/32-inch Polyglass Elastobase or Polyglass OMG Flat Bottom Plates(square)with 12-inch o.c.in 4-Inch lap and 12-inch (Optional)One or
W-3 plywood at max. y8 y8 ( q ) o.c.in two,equally spaced,staggered more BP-AA or SBS-AA,SBS- -60.0
24-inch spans Elastobase Poly Roofgrip#12 TA,APP-TA
P center rows APP-TA
Min.19/32-inch Polyglass Elastobase or Polyglass OMG Flat Bottom Plates(square)with 12-inch o.c.in 4-inch lap and 12-Inch SBS-SA,APP-
W-4 plywood at max. yg yg ( q ) o.c.In two,equally spaced,staggered One or more SBS- SA,SBS-TA or -60.0'
24-inch spans Elastobase Poly with poly top surface Roofgrip#12 SA
P center rows APP-TA
TABLE 1F: WOOD DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF)
SYSTEM TYPE F:NON-INSULATED,BONDED ROOF COVER
System Deck Primer Roof Cover(Note 15) MDP
No. Joint Treatment Base Ply Ply Cap Ply (Pso
W-5 Min.15/32-inch plywood (Optional)SBS-SA or SBS-SA,APP-SA,SBS-TA
at max.24-Inch spans (Optional)ASTM D41 None SBS-SA (Optional)
or APP-TA 90.0
W-6 Min.15/32-Inch plywood (Optional)ASTM D41 Plywood joints are covered with 4-inch wide strips of TriBuilt SA (Optional)SBS-SA or SBS-SA,APP-SA,SBS-TA
at max.24-inch spans ) SBS Base,rolled into place to create continuous bond. TriBuilt SA SBS Base APP-TA or APP-TA -97'5
Exterior Research and Design,LLC.d/b/a Trinity)ERD Evaluation Report A42970.10.12-R2 for FL16027-R2
Certificate of Authorization#9503 6"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 2:09/25/2017
Prepared by: Robert Nieminen,PE-59166 TRI-BUILT Modified Bitumen Roof Systems;(800)516-1485 Appendix 1,Page 8 of 26