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EVALUATION REPORT
TRI-BUILT Materials Group, LLC
PO Box 70
Rutherford, NJ 07070
(800)516-1485
SCANNED
BY
St. Lucie County
EXTERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization #9503
353 Christian Street
Oxford, CT 06478
(203)262-924S
Evaluation Report A42970.10.12-R2
FL16027-R2
Date of Issuance:10/23/2012
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. Trinityl 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:
Robert J.M. Nieminen, P.E.
Thelacaimilexealappeanny•vasauronzeab,R.benN4minen.
Florida Registration No. 59166, Florida DCA ANE1983
'�S='^u== ,' p.Lon09125/2017 This apaa npuarve asap eieceromcanvaiynaa
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 cistributing 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 Trinityl 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.
r
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 6`h 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
P30540.11.09-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
1`37590.03.13-3A
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
OD3A3.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
OS/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, H.C. Evaluation Report A42970.10.12-112
certificate ofAathorization#5503 6"EDIT10N(20171 FBC N D N. HVH 2 EVALUATI ON FL36027-R2
TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Revision 2: 09/25/2017
Page 2 of 4
Katty
Examination
Reference
FM Approvals(TST1867)
FM 4470/4474
3023458
FM Approvals(TST1867)
FM 4470/4474
3030668
FM Approvals(TST1867)
FM 4470/4474
3032172
PRI (TST5878)
Physical Properties
PUSA-062-02-01
PRI TST5878)
Physical Properties
PUSA-061-02-02
PRI (TST5878)
Physical Properties
PUSA-064-02-02
PRI (TST5878)
Physical Properties
PUSA-062-02-02
Miami-Dade(CER1592)
HVHZCompliance
Various NOAs
Miami -Dade (CER1592)
Proposal for Review
30-0823
ULLLC (QUA9625)
Quality Control
ML Agreement
UL LLC (QUA9625)
Quality Control
ML Correlation, R27202
UL LLC (QUA9625)
Quality Control
Service Confirmation, R14571
4. PRODUcr DESCRIPTION:
TRINITY ERD
Date
07/18/2006_
09/12/2007
06/12/2009
12/04/2007
01/28/2008
02/27/2008
12/04/2008
Various
10/12/2010
02/27/2012
08/20/2012
Exp. 10/06/2018
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
SBS Membranes
TriBuilt SA SBS Base
ASTM D6163, Table 2
S I
TriBuilt SBS Granular
ASTM D6164
G I
TriBuilt SA SBS Cap
ASTM D6164
6 I
APP Membranes
TriBuilt APP Smooth
ASTM D6222
S I
TriBuilt APP Granular
ASTM D6222
G
TriBuilt SA APP Cap
ASTM D6222
G 1
S. LIMITATIONS:
5.1 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.
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 WD3, 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-RZ
certificate ofAuthorizoHon 99503 o'"EDITION I2017j FBC NON-HVHZ EVALUATION FL16027-R2
TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Revision 2: 09/25/2017
Page 3 of 4
TRINITY ERD
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
-THE26-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT -
Exterior Research and Design, I.I.C. Evaluation Report A42970.10.12-RZ
Certificate of Authori:adon#9503 6r"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
TRINI-IY ERD
rAPPENDI%S: ATTACHMENT REQUIflEMENiS FOR WIND UPLIFT RESISTANCE'
Table
Deck
Application
Type
Description
Page
IA-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
SB
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
ID
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
;01E —
_ Wood_ _
New, Reroof (Tear -Off) or Recover
E
N -In rated Mecb-Attach B sP Sheet, Bdnded Roof Cover.
�n
RF
_ Wood
New or Reroof (Tear-
F
Non -Insulated, B nded Roof Cover
2A
Steel or Structural con a
ew, Reroof (Tear -Off) or Recover
B
Mech. A[[ac ed Base Insulation, op Insu anon, Bonded
Roof Cover
9
2B
Steel or5tructural 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
36
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, Bonded Roof Cover
17-19
SA
CWF
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
20
5B
CWF
New, Reroof (Tear -Off) or Recover
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
21
SC
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
5E
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
78 Various Recover F Non -Insulated, Bonded Base Sheet, Bonded Roof Cover 26
The following notes following notes apply the systems outlined herein:
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:
➢ Wood: Minimum 0.75-Inch penetration.
D Steel: Minimum 0.75-Inch penetr_tion and engage the top flute of the steel deck.
D Structural 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, wood fiberboard, perlite, gypsum -based roof board or mineral -woo[ roof hoard that meets the CIA
requirements of F.A.C. Rule 61G20-3 and is documented as meeting FBC 1505.1 and, forfoam plastic, FBC Chapter 26, when Installed with the roof cover.
I
Exterior Research and Design, LLC. d/b/a Triniry] ERD Evaluation Report A42970.19.12-112 for F1.36027-112
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 1 of 26
,,jTRINITYI ERD
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).
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 HA (HA): Full coverage at 25-30 Ibs/square.
D Dow INSTA STIK Quik Set Insulation Adhesive (D-IS): Continuous 0.75 to 1-inch wide ribbons, 12-Inch o.c.
D Millennium One Step Foamable Adhesive (M-OSFA): Continuous 0.25 to 0.5-inch wide ribbons, 12-Inch o.c.
D OMG OlyBond 500 (08500): 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.
D OlyBond Classic (OB Classic): Full coverage at 1 gal/square.
D ICP Adhesive & Sealants CR-20: Continuous 2.5-3.5-Inch wide ribbons, 12-inch o.c.
D Note: 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 ofone-holf the ribbon spacing.
D 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.
Unless otherwise noted, all insulations are flat stock or taper board of the minimum thickness noted. Tapered polyisocyanurate at the following thickness limitations maybe substituted with the following Maximum
Design Pressure (MDP) limitations. In no case shall these values be used to 'increase' the MOP listings in the tables; rather if MDP listing below meets or exceeds that listed for a particular system in the tables, then
the thinner board listed below may be used as a drop -in for the equivalent thicker material listed In the table:
➢ Millennium One Step Foamable Adhesive(M-OSFA): MDP -157.5 psf (Min. 0.5-inch thick)
D OMG 0lyBond 500(08500): MDP -45.0 psf (Min. 0.5-inch thick Multi -Max FA-3)
➢ OMG 0IyBond 500(08500): MDP -187.5 psf (Min. 0.5-inch thick ISO 95+GL)
D OMG 0lyBond 500(OB500): MDP -315.0 psf (Min. 0.5-inch thick ENRGY 3)
D OMG 0lyBond 500(OB500): MDP -487.5 psf (Min. 0.5-inch thick ACFoam Il)
D 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 WDl, FM Loss
Prevention Data Sheet 1-29, Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk• carry the limitations set forth in Section 2.2.10.1 of FM Loss
Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements.
10. For fully bonded assemblies, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16, and no rational analysis is permitted.
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 exiting 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, LLC. d/b/a Trinity H ERD Evaluation Report A42970.10.12-R2 for FL16027-RZ
Certificate of Authorization 09503 a"EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017
Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) S16-1485 Appendix 1, Page 2 of 26
qTFUNITYIERD
15. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications.
,--
-- j(' c J TROOF COVERS. 'E i�. ' "S 'Y•."�.
c_.�
Reference
Layer
Material
Application
BP -AA
Base Ply
FBC Approved ASTM D4601, Type II
HA at 20-40 Ihs/square
Ply
FBC Approved ASTM D2178, Type IV or VI
(Base and Ply sheets, Asphalt -Applied)
SBS-AA
Cap Ply
TriBuilt SBS Granular
HA at 20-40 lbs/square
(SBS, Asphalt -Applied)
SBS-TA
Cap Ply
TriBuilt SBS Granular
Torch -Applied
(SBS, Torch -Applied)
SBS-SA
Base Ply
TriBuilt SA SBS Base
Self -Adhering
(SBS, Self -Adhering)
Cap Ply
TriBUllt SA SBS Cap
APP-TA
Base Ply or Ply
TrIBUIlt APP Smooth
Torch -Applied
I Cap Ply
TriBuIlt APP Smooth, TriBulIt APP Granular
(APP, Torch -Applied)
APP-SA
Cap Ply
TrieuiIt SA APP Cap
Self -Adhering
(APP, 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'
VAPORBARRICR oPT_IONsI STRUCTURAL CONCRETE DECK; ADHERED INSULATION PER TABLE 3A`-
Option
Primer
Vapor Barrier
Insulation Adhesive
MDP (psf)
type
Attach
VB-1.
ASTM D41
TrIBUIIt SASBS 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
ThBullt SA SBS Cap
Self -Adhering
CR-20, 12-inch o.c.
-270.0
VB-5.
ASTM D41
TrlBuilt SA SBS Base
Self -Adhering
Millennium One Step Foamable Adhesive, Millennium PG-1 Pump Grade
Adhesive, OlyBond 500 or CR-20, 12-inch o.c.
-290.0
17. Dens Deck shall he 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 FL36027-R2
Certificate of Authorization 89503 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 3 of 26
TRINITY j ERD
, lA>l: WOOD DECKS—piEW CONSTRUCTION oR REROOF(TEAR=OFF)
,. ,.,i, ,TABLE
:,. .. .. . , ..
'-SYSTEM TYPEA �AI�J�HOR SHEETiBCINDEDiNSULATION�BONDE6ROOFCOVER •� rl-" »''
2:,MECHANICALLY-rATiACRED
System
Deck
Anchor Sheet
Base Insulation
Top Insulation
Reef Cover (Note 15)
MOP
No.
(Note 1)
Type
Fasteners
Attach
Type
Attach
Type
Attach
Base Ply
Ply
Cap Ply
(Psf)
Min. 0.25-inch Dens
B-inch o.c. in 4-
Deck, Dens Deck Prime,
Polyglass G2 Base,
32 ga., 1-5/8-
inch lap and 8-
(Optional) FBC
SECUROCK Gypsum -
Min. 19/32-
CertainTeed Glasbase,
Inch diameter
Inch o.c. in
Approved,
Fiber Roof Board, Min.
(Optional)
SBS-AA,
W 1
Inch plywood
Firestone MB Base, JM
tin caps with 31
three, equally
ASTM C3289,
HA
o
HA
BP -AA
BP AA
,
-60.0
at max. 24-
Perma-Ply 28, Tamko
ga. annular ring
spaced,
type II polyiso-
min.
(homogeneous) or min.
(homogeneous)
eous)
APP-T
APP-TA
Inch spans
Glass Base or
shank nails
staggered
ganurate
Inch Stry
GAFGLAS #75
center rows
Fiberboard
High Density Fiberboard
High
Roof Insulation
8-Inch o.c. in 4-
Polyglass G2 Base,
32 ga., 1-5/8-
inch lap and 8-
(Optional) FBC
Min., inch Dens
(Optional)
SBS-SA,
Min.19/32-
CertainTeed Glasbase,
Inch diameter
Inch o.c. in
Approved,
Den Prime,
Deck, Dens
One or
W 2
Inch plywood
Firestone MB Base, JM
tin caps with 11
three, equally
ASTM C7289,
HA
SECUROCK Gypsum-
Gypecksum-
HA
SBS-SA
more SBS-
SBS-TA,
SBS-7A or
-60.0
at max. 24-
Perma-Ply 28, Tamko
ga. annular ring
spaced,
type II polyiso-
Fiber Roof Board
or
APP-TA
Inch spans
Glass Base or
shank nails
staggered
cyanurate
APP
GAFGLAS#75
center rows
6-Inch o.c. in 4-
Min. 2-Inch
D-15, OB500,
Min.
32 ga., 1-5/8-
Inch lap and 6-
ACFoam 11, III,
CR-20 or M-
Min. 0.25-Inch Dens
D-15,
SBS-AA,
inch plywood
plywood
Polyglass Elastobase
Inch diameter
inch o.c. in
H-Shield, H-
OSFA, atop
Deck, Dens Deck Prime
OB500,
BP -AA
(Optional)
SBS-TA
-60.0•
W-3
a[ max. 24-
or Polyglass
tin caps with 12
four, equally
Shield CG,
fastener
or SECUROCK Gypsum-
CR-20 or
BP -AA
APP TA
Inch spans
Elastobase Poly
ga. annular ring
spaced,
Multi -Max FA3
rows, 7-Inch
Fiber Roof Board
M-OSFA
shank nails
staggered
or ENRGY-3
oc
center rows
32 ga., 1-5/8-
6-inch o.c. in 4-
inch lap and 6-
Min. 2-Inch
D-IS, OB500,
(Optional)
Min. 19/32-
Polyglass Elastobase
inch diameter
inch o.c. in
ACFoam II, III,
H-Shield, H-
CR-20 or M-
OSFA, atop
(Optional) Additional
D-IS,
OB500,
One or
SBS-SA,
APP SA,
W-q
inch plywood
or Polyglass
tin caps with 12
four, equally
Shield CG,
fastener
layers of base insulation
CR-20 or
SBS-SA
more SBS-
SBS-TA or
-60.0•
at max. 24-
Elastobase Poly
ga. annular ring
spaced,
Multi -Max FA3
rows, 7-Inch
-
M-OSFA
SA or
APP-TA
Inch spans
shank nails
staggered
or ENRGY-3
oc
APP TA
center rows
Exterior Research and Design, LLC. d/b/a Trinity(ERD
Certificate of Authorization #9503 6EDITION (2017) FBC NON-HVHZ EVALUATION
Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485
Evaluation Report A42970.10.12-R2 for FL16027-R2 .
Revision 2: 09/25/2017
Appendix 1, Page 4 of 26
\�TRINITYIERD
I
?; -I�TA'BLE--2:.VD9RdE RECOVER
3
, SYSTEV2: VIE6HAALLYATTACHDANCHORSHEET, BONDED INSULATION, BONDED ROOF"CcV E "
System
Deck
AnchorSheet
Baseinsulation
Top Insulation
Roof Cover (Note 15)
MOP
No.
(Note 1)
Type
Fasteners
Attach
Type —
Attach
Type
Attach—
Base Ply
Ply
Cap Ply
(Psf)
Min. 0.25-Inch Dens Deck,
Polyglass
12-inch o.c. in 4-
(Optional) FBC
Dens Deck Prime, SECUROCK
Min. 19/32-
Elastobase or
OMG Flat
Inch lap and 12-
Approved,
Gypsum -Fiber Roof Board,
(Optional)
SBS-AA, SBS-
W-5
Inch plywood
Polyglass
Bottom Plates
Inch o.c. in two,
ASTM C1289,
HA
Min. 0.75-Inch FescoBoard
HA
BP -AA
BP AA
TA, APP-TA
-60.0
at max. 24-
Elastobase
(square) with
equally spaced
type 11 polylso-
(homogeneous) or min. 0.5-
F
Inch spans
Poly
Roofgrip #12
staggered center
cyanurate
inch Structodek High Density
rows
Fiberboard Roof Insulation
Polyglass
12-inch o.c. in 4-
(Optional) FBC
(Optional)
Min. 19/32-
Elastobase or
OMG Flat
Inch lap and 12-
Approved,
Min. 0,25-Inch Dens Deck,
One or
SBS-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 N12
staggered center
cyanurate
TA
rows
TABLE 1131: WOOD DECKS" NEW CONSTRUCTION;,REROOF:(TEAR,'OFF) OR RECOVER
SYSTEM TYPE B: MECHANICALLY ATTACHED BASE INSULATION;,BONDED TOP INSULATION, BONDED ROOF COVER
System
Base Insulation Layer
Top insulation Layer
Roof cover (Note 15)
MOP
No.
Deck (Note 1)
Type
Fasteners
Attach
Type
Attach
Base Ply
Ply
Cap Ply
(Psf)
min. 0.75-Inch FescoBoard
(Optional If
(Optional if using
Min. 19/32-inch
Min. 1.5-Inch
Dekfast Hex with
1 per
(homogeneous) or min. 0.5-Inch
HA
using AA Ply)
AA Base) one or
SBSiAA, SBS-TA,
-60.0
W-7
plywood at max. 24-inch
ENRGY 3, H-Shield
Dekfast #12 or TruFast
1.33 ft 2
Structodek High Density Fiberboard
more BP -AA or
APP-TA
spans
or Polytherm
MP-3 with
Roof Insulation
BP AA
APP-TA
Exterior Research and Design, U.C. d/b/a Trinity I ERD
Certificate of Authorization #9503 6r"EDITION (2017) FBC NON-HVHZ EVALUATION
Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485
Evaluation Report A42970. 1 10.12-112 for FL16027-RZ
Revision 2: 09/25/2017
Appendix 1, Page 5 of 26
"T'INITYIERD
TABLE 10 W00D DECKS NEW CONSTRU,CTION,REROOF(TEnR0F01 RECOVER ,
SYSTEMT'P_EC:MECHANICALLYAl7ACHE0INSULATION, BONDEDROOFCOVER = + `
- Base Insulation Top4nsulation Layer Roof Cover (Note 15) MOP
System Deck (Note 1) Layer Type Fasteners Attach Base Ply Ply Cap Ply (psf)
No.
(Optional) MIn.0.5-Inch Structodek High Density Dekfast Galvalume (Optional if (Optional if using AA SBS-AA, SBS-TA,APP-
Min.19/32-Inch One or more layers, Fiberboard Roof Insulation or min. 0.25- 1 per 1.33 using AA PI Base One or more BP -AA TA -82.5
W-B plywood at max. y Steel Hex with Rx g YI )
24-inch spans anycombination, Inch Dens Deck, Dens Deck Prime or Dekfast #12 DP BP -AA or APP-TA
loose laid SECUROCK Gypsum -Fiber Roof Board
Dekfast Galvalume
(Optional) Steel Hex with
Min. 19/32-inch One or more layers, Min. 1.5-Inch ENRGY 3, H-Shield or 1 per 1.33 (Optional) One or more SBS-SA, APP-SA, SBS- 82 5
W-9 plywood at max. y Dekfast #12 DP or it, SBS-SA SBS-SA or APP-TA TAor APP-TA
2lywoo at
pans any combination, Polythenn TruFast MP-3 with
loose laid TruFast DP
TABLE-1D: WOOD DECKS NEW CONSTRUCTION, FIEROOF (TEM OFF) oli RECOVER
'
'
ATTACHED INSULATION, MECHANICALLY ATTACHEDBASE SHEET, BONDED ROOF COVER
SYSTEM TYPED
: PRELIMINARILY
Base Sheet
Roof Cover (Note 15)
MOP
System
Deck (Note 1)
Insulation Layer(s)
Attach
Base
Fasteners
Attach
Base Ply
Cap Ply
(psf)
No.
Type
Polyglass Elastobase, Polyglass
G2 Base,
OMG Flat Bottom Plates
(square) with Roofgrip
12-inch o.c. In 4-Inch lap and 12-
(Optional) One
SBS-AA,
Min. 19/32-inch
One or more layers,
Prelim.
Elastobase Poly, Polyglass
CertainTeed Glasbase, Firestone MB
#14, Dekfast Hex with
inch o.c. in two, equally spaced,
or more BP -AA
SBS-TA,
-52.5
W-30
plywood at max.
any combination
Attached
Base,JM Perma-Ply 28, Tamko Glass
Dekfast 914 or TruFast
staggered center rows
or APP-TA
-TA
24-inch spans
Base or GAFGLAS #75
MP-3 with TruFast HD
Dekfast Hex with Dekfast
12-inch o.C. in 4-inch lap and 12-
One or more
SBS-SA,
APP-SA,
Min. 19/32-Inch
One or more layers,
Prelim.
Polyglass Elastobase or Polyglass
#14 or TruFast MP-3 with
Inch o.c. in two, equally spaced,
SBS-SA
or
-52.5`
W-11
plywood at Max.
any combination
Attached
Elastobase Poly with poly tap surface
TruFast HD
staggered rows
APP.T
APP-7A
24-Inch spans
One or more layers,
Prelim.
Polyglass Elastobase or Polyglass
OMG Flat Bottom Plates
12-inch o.c. in 4-Inch lap and 12-
inch o.c. in two, equally spaced,
(Optional) One
or more BP -AA
SBS-AA,
SBS-TA,
-60.0
Min . 19/32-Inch
W-12
plywood at Max.
any combination
Attached
Elastobase Poly
(square) with Roofgrip #12
staggered center rows
or APP-TA
APP-TA
24-inch spans
SBS-SA,
Min. 19/32-Inch
One or more layers,
Prelim.
Polyglass Elastobase or Polyglass
OMG Flat Bottom Plates
12-Inch o.c. in 4-inch lap and 12-
Inch o.c. in two, equally spaced,
One or more
SBS-SA
APP-SA,
SBS-TA
-60.0 `
W-13
plywood at max.
any combination
Attached
Elastobase Poly with poly tap surface
(square) with Roofgrip #12
staggered center rows
APP-TA
24-Inch spans
Evaluation Report A42970.10.12-R2 for FL16027-R2
Exterior Research and Design, I.I.C. d/b/a Trinity H ERD CH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017
Certificate of Authorization #9503 Appendix 1, Page 6 of 26
Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Root Systems; (800) 516-1485
(TTRINITY ERD
TABLE H-4"Willop REc0"NEwc9,Ns;TRUcrION OR REROOIF (TW-OFF)
ATTACHED D' BASE SON 0 E D 00
R
ANON ZSULATtDj'IVItCHANICAL1LY ROOF COVER'-
SYSTEIVITYPE -INSULATED;
System
Base Sheet
Roof Cover (Note 15)
MOP
MOP
No.
No.
Deck (Note 1)
Base
Fasteners
Attach
Base Ply
Cap Ply
(Pso
Min. 15/32-inch
9-Inch o.c. at 2-inch lap and 18-inch o.c. In two,
(Optional) BP -AA or
SBS-AA, SBS-TA
W-14
plywood at max. 24-
Polyglass Elastobase
Simplex MAXX Cap
equally spaced, staggered center rows
APP-TA
orAPP-TA
spans
Min. 15/32-inch
9-Inch o.c. at 2-Inch lap and 12-inch o.c. In two,
(Optional) BP -AA or
SBS-AA, SBS-TA
W-15
plywood at max. 24-
Polyglass Elastobase
Simplex MAXX Cap
equally spaced, staggered center rows
APP-TA
or APP-TA
5
-52.5
Inch spans
Min' 19/32-Inch
Polyglass Elastobase, Polyglass Elastobase
(Optional) One or
Poly, Polyglass G2 Base, CertaInTeed
32 ga., 1-5/8-inch diameter tin ups
9-inch o.c. In 4-Inch lap and 8-inch o.c. In three,
BP
SBS-AA, 585-
W-16
plywood at max.
Glasbase Firestone MB Base, JM Forma-
with 11 ga. annular ring shank nails
equally spaced, staggered center rows
more -AA or
APP-TA
TA, APP-TA
-60.0
24-Inch spans
Ply 28, ;�mko Glass Base or GAFGLAS #75
n. 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-
ood 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
r6o.0
4-inch spans
APP-TA
APP-TA
Min. 15/32-inch
6-Inch o.c. at 2-inch lap and 6-inch o.c. In two,
(Optional) BP -AA or
SBS-AA, SBS-TA
W-18
plywood at max. 24-
Polyglass Elastobase
Simplex MAXX Cap
equally spaced, staggered center rows
APP-TA
orAPP-TA
-90.0
Inch spans
Min.19/32-Inch
Polyglass Elastobase or Polyglass
32 ga., 1-5/8-inch diameter tin caps
4-inch o.c. in 4-Inch lap and 4h o.c. In four,
(Optional) One or
SBS-SA, APP-
W-19
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
-97.5
24-inch spans
APP-TA
APP-TA
W-20
Min. 15/32-inch
plywood at max. 24-
Polyglass Elastobase
Simplex MAXX Cap
6-inch o.c. at 2-inch lap and 6-Inch o.c. in three,
(Optional) BP -AA or
SBS-AA, SBS-TA
-105.0
equally spaced, staggered center rows
APP-TA
orAPP-TA
inch spans
—
Min. 19/32-Inch
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,
(Optional) One or
I
SBS-AA, SBS
W-21
plywood at max.
Elastobase Poly
with 11 ga. annular ring shank nails
equally spaced, staggered center rows
more BP -AA or
TA, APP-TA
-112.5
24-inch spans
APP-TA
I
—
Min. 19/32-Inch
32 go., 1-5/8-Inch diameter tin caps
SB I S-SA, APP-
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
W-22
plywoo at max.
Elastobase Poly with poly top surface
Note: Tin caps are to be primed with
equally spaced, staggered center rows
more APP-TA
APP-TA
24-inch pans
I
ASTM D41 primer. I
I
I
I
Exterior Research and Design, U.C. d/b/a Trinity I ERD
Certificate of Authorization #9503 67 EDITION (2017) FBC NON-HVHZ EVALUATION
Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485
I
Evaluation Report A42970.1 ' D.12-R2 for FL16027-R2
Revision 2: 09/25/2017
Appendix 1, Page 7 of 26
\\,\,ITR INITY I ERD
-
r,a 1� TABLE lEZ WOODpEd NEWCO071`97014,REROOF,(Tena OFFJ Op REtovDt „y,_ '
t"rr
,( �
' ('
�iEEi,BONUEpR00F,COVEg-,, n
,ICALLYATTACHED.BASE
- ,wSYSTEM'jYP,E E;,NON INSULATED, MECHAN
System
Base Sheet
Roof Cover (Note 1S)
MDP
No.
Deck (Note 1)
Base
Fasteners
Attach
Base Ply
Cap Ply
(Psf)
Min. 19/32-Inch
Polyglass Elastobase, Polyglass Elastobase
OMG Flat Bottom Plates (square) with
12-Inch o.c. in 4-inch lap and 12-Inch
(Optional) One or
SBS-AA, SBS-
W-1
plywood at max..
Paly, Polyglass 62 Base, CertainTeed
Roofgrip #14, Dekfas[ Hex with Dekfas[ #14
two, equally spaced, staggered
more BP -AA or
TA APP TA
-52.5
24-inch spans
Glasbase, Firestone MB Base, JM Perma-
orTruFast MP-3 with 7ruFast HD
center
r rows
APP-TA
Ply 28, Tamko Glass Base or GAFGLAS#75
Min. 19/32-Inch
Polyglass Elastobase or Polyglass
Dekfast Hex with Dekfast 414 or TruFast MP-
12-inch o.c. in 4-inch lap and 12-Inch
o.c. In two, equally spaced, staggered
One or more SBS-
SBS-SA, APP-
SA, SBS-TA or
-52.5-
W-2
plywood at max.
Elastobase Poly with poly top surface
3 with TruFast HD
rows
SA
APP-TA
24-inch spans
center
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
o.c. in two, equally spaced, staggered
(Optional) One or
more BP -AA or
SBS-AA, SBS-
-60.0
W-3
plywood at max.
Elastobase Poly
Roofgrip#12
rows
APP-TA
TA, APP-TA
24-inch spans
center
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
o.c, in two, equally spaced, staggered
One or more SBS-
SBS-SA, APP-
SA, SBS-TA or
-60.0•
W-4
plywood at max.
Elastobase Poly with poly top surface
Roofgrip #12
center rows
SA
APP-TA
24-inch spans
TABLE IF WOODDECKS—NEW CONSTRUCTIONORREROOF(TEAT OFp)
-
" - `'• -.. SYSTEM.TYP.E F:NON-INSULATED BONDEDROOFCOVER -
`ryr - - , -a-,.
t r
,==
Roof cover (Note15)
MDP
System
Deck
Primer
(Psf)
Joint Treatment
Ply
Ply
i Ply
Cap
in_15/ -inch plywood
None
tB3i5A
BS=SA.or
.SBSSA„APPA 85�5- A�
-90'0
axrh p-
Min. 15/32-inch plywood
(Optional ASTMD41
Plywood Joints are covered with 4-Inch wide strips of TdBuilt SA
&1ptionap
TriBullt SA SBS Base
APP, TA
(Optional)SBS-SA or
6o_r�APP-TAt_ 4:_
SBS-SA, APP-SA, SBS-TA
-6
at max. 24-inch spans
(Optional) ASTM D41
SBS Base, rolled Into place to create continuous bond.
APP TA
or APP-TA I
;97.5
Exterior Research and Design, U.C. d/b/a Trinity) ERD
Certificate of Authorization #9503
Prepared by: Robert Nieminen, PE-59166
C" EDITION (2017) FBC NON-HVHZ EVALUATION
TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485
Evaluation Report A42970.10.12-R2 for 1L36027-112
Revision 2: 09/25/2017
Appendix 1, Page 8 of 26
RINITY I ERD
.TABLE 2A STEEL OR STRUCTURALCONCRETE DECKS—NEW.CONSTRUCf10N, REROOF(TFAa OFF)OR RECOVER
.. . . . .h . .. -. -..-, .,., -
" : SYSTEM TYPE B: MECHANICALLYATTACHED BASE INSULATION, BONDEDTOP INSULATION, BONDED ROOFCOVER E.,
y „ ,
System
peck (Note 1)
Base Insulation Layer
Top Insulation Layer
Roof Cover (Note 15)
Nlpp
No.
Type
Fasteners
Attach
Type
Attach
Base Ply
Ply
Cap Ply
(Psf)
Min. 22 ga., type B,
Min. Inch
Dekfast Hex with
Trufast
Dekfa5tMP-3
MIn. 0.75-inch FescoBoard
(Optional if using
SC-1.
Grade 33 steel or
am
ACFoam II, ENRGY
w tth T
MP-3 with Trufast HD or
1 per 2 it'
(homogeneous) or min. 0.5-inch
HA
(Optional If using
AA Base) One or
SBS-AA, SBS-
-45.0•
min. 2,500 psi
3, H-Shield or
OMG 3-Inch Plate
Structodek High Density
AA Ply) BP -AA
more BP -AA or
TA, APP-TA
structrual concrete
Polytherm
with OMD HDD
Fiberboard Roof Insulation
APP-TA
Min. 22 ga., type e,
Min. 2-inch
Dekfast Hex with
Dekfast R14, Trufast
Min. 0.75-inch FescoBoard
(Optional if using
SC-2.
Grade 33 steel or
ACFoam II, ENRGY
MP-3 with Trufast HD or
1 per 4 ft'
(homogeneous) or min. OS -inch
HA
(Optional if using
AA Base) One or
SBS-AA, SBS-
-q5.0"
min. 2,500 psi
3, H-Shield or
OMG 3-inch Galy Plate
Structodek High Density
AA Ply) BP -AA
more BP -AA or
TA, APP-TA
structrual concrete
Polytherm
with OMD HD
Fiberboard Roof Insulation
APP-TA
Min. 22 ga., type B,
Min. 1.5-Inch
Dekfast Hex with
Min. 0.75-Inch FescoBoard
(Optional if using
SC-3.
Grade 33 steel or
ENRGY 3, H-Shield
Dekfast 414 or TruFast
1 per 1.33
(homogeneous) or min.0.5-inch
HA
(Optional if using
AA Base) One or
SBS-AA, SBS-
min. psi
or Polytherm
MP-3 with TruFast HD
z
it,
High Density
AA Ply) BP -AA
more BP -AA or
TA, APP-TA
-90.0
structrual
structrual concrete
FiberStrucboarddek
Fiberboard Roof Insulation
APP-TA
Min. 22 ga., type B,
Grade 33 steel or
Min. 1.5-inch
Dekfast Hex with
1 per 1.33
Min. 0.75-inch FescoBoard
(homogeneous) or min. 0.5-inch
BP-AA(Top surface
One or more
SBS-SA,APP-
SC-4.
min. 2,500 psi
ENRGY 3, H-Shield
tth
ft x
Structodek High Density
HA
primed with ASTM
layers, SBS-SA or
SA, SBST A
-90.0
structrual concrete
or Polytherm
MP-3 wDekfast
MP-3 with TruFast HD
astTruHD[
Tru14 Fast
Fiberboard Roof Insulation
D41 primer)
APP-TA
or APP-TA
TABLE 213:STEEL,ORSTRUCTURAL CONCRETE DECKS —NEW CONSTRUCTION, REROOF(TrAROFF) ORRECOVER 2
f
SYSTEM TYPEC: MECHANICALLY ATTACHED. INSULATION,BONDED ROOF.COVER
System
Deck (Note 1)
Base Insulation
Top
Insulation Layer
Roof Cover (Note 15)
MOP
Type
Fasteners
Attach
Base Ply
Ply
Cap Ply
No.
Layer
(Psf)
Min. 22 ga., type B,
(Optional) One or
(Optional if
(Optional if using AA
Grade 33 steel or
more layers, any
Min. Inch SECUROCK Gypsum-
OMG 3-Inch Galvalume Steel
1 per 1.78
SBS-AA, SBS-
SC-5.
min. 2,500 psi
combination, loose
Ro
Fiber Roof Board
Plate with OMG d14 HD
ftz
using AA Ply)
Base) One or more BP-
TA APP TA
-75.0
structrual concrete
laid
BP -AA
AA or APP-TA
Min. 0.5-Inch Structodek High
Min. 22 ga., type B,
One or more layers,
Density Fiberboard Roof
Dekfast Galvalume Steel Hex with
(Optional if
(Optional if using AA
SC-6.
Grade 33 steel or
any combination,
Insulation ormin. 0.25-Inch Dens
Dekfast (steel only) or k14 or
1 per 1.33
z
using AA Ply)
Base) One or more BP-
SBS-AASBS-
,
-82.5
min. 2,500 psi
loose laid
Deck, Dens Deck Prime or
TruFast MP-3 with TruFast DP
it
BP -AA
AA or APP-TA
7A, APP-TA
structrual concrete
SECUROCK Gypsum -Fiber Roof
(steel only) or HD
Board
Min. 22 ga., type B,
(Optional)
Dekfast Galvalume Steel Hex with
SBS-AA,SBS-
Grade 33 steel or
One or more layers,
Min.1.5-inch ENRGY 3, H-Shield
Dekfast#12 (steel only) or k14 or
i per 1'33
(Optional) One or more
TA, SBS-SA,
SC-7.
min. 2,500 psi
any combination,
or Polytherm
TruFast MP-3 with Trufast DP
W
SBS-SA
SBS-SA or APP-TA
APP-TA, APP-
-82.5
structrual concrete
loose laid
(steel only) or HD
SA
Exterior Research and Design, LLC. d/b/a TrinityI ER Evaluation Report A42970.10.12-R2 for FL16027-R2
Certificate of Authorization $19503 6r" 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 9 of 26
J
J TRINITY I ERD
- TABLE 2C-STEEL OR STRUCfURAI CONCRETE DECILS NEW CONSTRUCTION, REROOF(TFAR OFE)aR RECOVER
_
,
M SYSTETYPED PRELIMINARILY ATTACHED INSULATION MECHANICALLY ATTACHED BASE SHEET BONDED ROD P COVER
-
-'NOTE: INSULATION IS FOR RECOVER
OPTIONAL APPLI&TIONS>= - r-,--
System
Deck
Insulation Layer(s)
Base Sheet
Roof Cover INote 15)
MDP
No.
(Note 1)
Type
Attach
Base
Fasteners
Attach
Base Ply
Cap Ply
(Psf)
Min. 22 ga., type B,
One more
Polyglass Elastobase, Polyglass
OMG Flat Bottom Plates (square)
12-inch ox. in 4-inch lap
(Optional) One or
SC-8.
Grade 33 steel or min.
s, a
Prelim.
Elastobase Poly orJM Perma-
with Roofgrip d14, Dekfas[ Hex
and 18-inch o.c. in two,
more BP -AA or APP-
SBS-AA, SBS-
-45.0'
2,500 psi structrual
combination
combinattion
Attached
Ply 28
with Dekfast #14 or TruFast MP-3
equally spaced, staggered
TA
TA, APP-TA
concrete
with TruFast HD
center rows
Polyglass Elastobase, Polyglass
Min. 22 ga., type B,
Elastobase Poly, Polyglass G2
OMG Flat Bottom Plates (square)
12-inch o.c. in 4-inch lap
Grade 33 steel or min.
One or more
Prelim.
Base, CertainTeed Glasbase,
with Roofgrip # 14, Dekfast Hex
and 12-Inch stag in two,
(Optional) One or
SBS-AA, SBS-
SC-9.
2,500 psi structrual
layers, any
Attached
Firestone MB Base, JM Perma-
with Dekfast #14 or Trufast MP-3
equally spaced, staggered
more BP -AA or APP-
7A, APP-TA
-52.5
concrete
combination
Ply 28, Tamko Glass Base or
with TruFast HD
center rows
TA
GAFGLAS #75
Min. 22 ga., type B,
One or more
Polyglass Elastobase or
OMG Flat Bottom Plates (square)
12-Inch o.c. in 4-Inch lap
SBS-SA, APP-
SC-10.
Grade 33 steel or min.
layers, any
Prelim.
Polyglass Elastobase Poly with
with Roofgrip #14, Dekfast Hex
and 12-Inch stag in two,
One or more SBS-SA
SA, SBS-TA
-52.5'
psi structrual
combination
Attached
poly top surface
with Dekfast #14 or TruFast MP-3
equally spaced, staggered
or APP-TA
concrete
concr
with TruFast HD
center rows
Min. 22 ga., type B,
Ones, more
OMG Flat Bottom Plates (square)
12-Inch O.C.in 4-inch lap
nap One or
SC-11.
Grade 33 steel or min.
layers, any
Prelim.
Polyglass Elastobase or
with Roofgrip #12 (steel only) or
and 12-Inch stag in two,
more
more BP -AA or APP-
SBS-AA, 585-
-60.0
2,500 psi structrual
combination
Attached
Polyglass Elastobase Poly
#14
equally spaced, staggered
TA
TA, APP-TA
concrete
center rows
Min. 22 ga., type B,
One or more
Polyglass Elastobase or
OMG Flat Bottom Plates (square)
12-Inch o.c. in 4-Inch lap
SBS-SA, APP-
SC-12.
Grade 33 steel or min.
layers, any
Prelim.
Polyglass Elastobase Poly with
with Roofgrip #12 (steel only) or
and 12-Inch stag in two,
One or more SBS-SA
SA, SBS-TA
-60.0'
psi structrual
combination
Attached
poly top surface
414
equally spaced, staggered
or APP-TA
concrete
concrete
center rows
Min. 22 ga., type B,
One or more
Grade 80 steel or min.
Prelim.
Dekfast isofast IF-2.375-AT Plates
12-Inch o.c. in the 5-inch
SBS-TA, APP-
SC-13.
2,500 psi structrual
layers, any
Attached
TriBuilt APP Smooth
with Dekfast #15 HS
wide, heat -welded side lap
(Optional) APP-TA
TA
-82.5
combination
concrete
Min. 22 ga., type B,
One or more
Grade 80 steel or min.
Prelim.
Trufast 2.4 in. Barbed Seam
12-Inch o.c. in the 6-inch
5B5-TA, APP-
SC-14.
2,500 psi structrual
layers, any
Attached
TriBuilt APP Smooth
Plates with Trufast EHD Fasteners
wide, heat -welded side lap
(Optional) APP-TA
TA
-82.5
combination
concrete
Min. 22 ga., type B,
One or more
Dekfast Hex with Dekfast #14 or
12-Inch o.c. in the 4-Inch
SC-15.
Grade 33 steel min.
layers, any
Prelim.
TriBuilt APP Smooth
OMG Flat "_ottom Plates with
lap and 18-inch stag in two,
(Optional) BP -AA or
585-AA, SB$-
-112.5
ru
psi structrual
combination
httached
OMG Roofgrip #14
equally spaced, staggered
APP-TA
7A, APP-TA
concrete
concrete
center rows
Exterior Research and Design, I.I.C. d/b/a Trinity I ERD Evaluation Report A42970.10.12-R2 for FL16027-R2
Certificate of Authorization #9503 6'a 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 10 of 26
TRINITY I ERD
TABLE3A:StR, CgURALCONCRETEDECKS NEW CONSTRUCTIONJ OR REROOF(TFAROFF)
_'
-,SYSTEMTYPEAr BON-dEDINSULATI,ON,BONDEU'ROOF COVER
SEE NOTE I@FOR VAPOR BARI(IER
System
Base Insulation Layer
Top Insulation Layer
Roof Cover (Note 15)
MDP
No.
Deck
Primer
Type
Attach
Type Attach
Base Ply Ply Cap Ply
(psf)
SEE ADNEWNGSYST[MSWrm'BMEINSUlATIONANDOPEIONALTOPINSUMVONOFTNESAMETYPE-
t-
Structural
(Optional)
Min.1.5-Inch H-Shield or Multi -Max
(Optional) additional layers(s) of
(Optional) One or more
SBS-SA, APP-SA,
C 1
concrete
ASTM D41
FA3
D-IS
base insulation
D-IS
SBS-SA
SBS-SA or APP-TA
SBS-TAor APP-TA
-67.5
Structural
(Optional)
(Optional) additional layers(s) of
(Optional) One or more
SBS-SA, APP-SA,
L 2
concrete
ASTM D41
in. 1.5-Inch ACFoam II or ENRGY 3
D-IS
base Insulation
D-IS
SBS-SA
SBS-SA or APP-TA
SBS-TA or APP-TA
-135.0
Structural
(Optional) additional layers of base
(Optional) One or more
SBS-SA, APP-SA,
C-3
None
Min. 1.5-Inch, min. l.S pcf lnsulfoam
DAS
DAS
SBS-SA
-157.5
concrete
insulation
SBS-SA or APP-TA
SBS-TA or APP-TA
Structural
(Optional) additional layers of base
(Optional) One or more
SBS-SA, APP-SA,
C4
None
MIn.1.5-inch, min. 2.0 pcf lnsulfoam
OB500
OB500
SBS-SA
-120.0
concrete
Insulation
SBS-SA or APP-TA
SBS-TA or APP-TA
Structural
(Optional) additional layers(s) of
(Optional) One or more
SBS-SA, APP-SA,
C-5
concrete
None
Min. 1.5-inch ENRGY3
OB500
base insulation
OB500
SBS-SA
SBS-SA or APP-TA
SBS-TAor APP-TA
-127.5
Structural
(Optional) additional layers(s) of
(Optional) One or more
SBS-SA, APP-SA,
C-6
concrete
None
Min. 1.5-Inch ACFoam ll or H-Shield
OB500
base insulation
OB500
SBS-SA
SBS-SA or APP-TA
SBS-TAor APP-TA
-150.0
Structural
Min. 1.5-Inch ACFoam 11, ENRGY 3, H-
(Optional) additional layers(s) of
(Optional) One or more
SBS-SA, APP-SA,
C-7
concrete
None
Shield or Multi -Max FA3
M-OSFA
base insulation
M-OSFA
SBS-SA
SBS-SA or APP-TA
SBS-TA or APP-TA
-232.5
Structural
(Optional) additional layers of base
(Optional) One or more
SBS-SA, APP-SA,
C B
concrete
None
Min. 1.5-inch, min. 2.0 pcf lnsulfoam
CR-20
Insulation
CR-20
SBS-SA
SBS-SA or APP-TA
SBS-TAor APP-TA
-240.0
Structural
min. 1.5-Inch ACFoam 11, ACFoam III,
(Optional) additional layers(s) of
(Optional) One or more
SBS-Si , APP-SA,
C-9
concrete
None
ENRGY 3,H-Shield, H-Shield CG, Multi-
CR-20
base Insulation
CR-20
SBS-SA
SBS-SA or APP-TA
SBS-TA or APP-TA
-270.0
Max FA3 or ISO 95+ GL
Structural
OB
(Optional) additional layers(s) of
OR
(Optional) One or more
SBS-SA, APP-SA,
C-30
None
Min. 2-inch ACFoam ll or H-Shield
Classic
base insulation
Classic
SBS-SA
SBS-SA or APP-TA
SBS-TA or APP-TA
270.0
concrete
(FULL)
(FULL)
Structural
Min. 1.5-Inch ACFoam 11, ACFoam III,
(Optional) additional layers(s) of
(Optional) One or more
SBS-SA, APP-SA,
C-11
concrete
ASTM D41
ENRGY 3, H-Shield, H-Shield CG or
HA
base insulation
HA
SBS-SA
SBS-SA or APP-TA
SBS-TA or APP-TA
-480.0
Multi -Max FA3
�SELFADRERING SYSTEMS WRIT BASE INSULATION AND COVERBOARO:
Structural
Min. 0.25-Inch SECUROCK Gypsum-
(Optional) One or more
SBS SA, APP SA,
C-12
concrete
None
Min.1.5-inch Multi -Max FA3
DAS
Fiber Roof Board
DAS
5BS-SA
SBS-SA or APP-TA
SBS-TA or APP-TA
-67.5
Structural
Min. 0.25-inch Dens Deck, Dens
(Optional) One or more
SBS-SA,APP-SA,
C-13
concrete
None
MIn. 1.5-Inch, min. 2.0 pcf Insulfcam
D-IS
Deck Prime
D-IS
SBS-SA
SBS-_A or APP-TA
SBS-TA or APP-TA
-120.0
Structural
Min. 2-Inch ACFoam 11, ENRGY-3 or H-
Min. 0.25-Inch SECUROCK Gypsum-
D-IS
SBS-SA
(Optional) One or more
SBS-SA, APP-SA,
247.5
C-14
concrete
None
Shield
D-IS
Fiber Roof Board
SBS-SA or APP-TA
SBS-TA or APP-TA
Structural
Min. 0.25-inch Dens Deck, Dens
(Optional) One or more
5BS-SA, APP-SA,
C-15
concrete
None
Min. 1.5-Inch ENRGY3
0B500
Deck Prime
OB500
5BS-SA
SBS-SA or APP-TA
SBS-TA or APP-TA
-127.5
Exterior Research and Design, U.C. d/b/a Trinity I ERD Evaluation Report A42970.10.12-R2 for FL16027-RZ
Certificate of Authorization N9503 6EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2:09/25/2017
Prepared by: Robert Nleminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 11 of 26
`r
\ I TRINITY I ERD
'' , '' r -- '.TABLE 3A STRUCTURAL FONCRETE DECKS -NEW fONSTRUCiION ORREROOF�TEAR OFFS i t,
Lr SYSTEM TI,(PE,41: BONDEDINSULATION BONDED ROOF COVER
v .. e v
- oSEE NOTE 16 VAPOR BARRIER OPTIONS
FOR
System
Primer
Base Insulation layer
Top Insulation Layer
Roof Cover (Note 15)
MDP
No.
Deck
Type
Attach
Type
Attach
Base Ply
Ply
Cap Ply
(Psi)
Structural
None
Min.1.5-inch ACFoam II,H-Shieldor
Min. 0.25-inch Dens Deck, Dens
(Optional) One or more
SBS-SA, APP-SA,
C-16
Concrete
15095+GL
O8500
Deck Prime
OB500
SBS-SA
SBS-SA or APP-TA
SBS-TA or APP-TA
-150.0
Structural
Min. 2-Inch ACFoam 11, ENRGY-3 or H-
Min. 0.25-Inch SECUROCK Gypsum-
(Optional) One or more
SBS-SA, APP-SA,
C17
concrete
None
Shield
OB500
Fiber Roof Board
OB500
SBS-SA
SBS-SA or APP-TA
SBS-TA or APP-TA
-247.5
Structural
Min. 1.5-Inch ACFoam II, ENRGY 3, H-
Min. 0.25-Inch SECUROCK Gypsum-
(Optional) One or more
SBS-SA, APP-SA,
C-18
concrete
None
Shield or Multi -Max FA3
M-OSFA
Fiber Roof Board
M-OSFA
SBS-SA
SBS-SA or APP-TA
SBS-TA or APP-TA
-232.5
Structural
Min. 2-inch ACFoam 11, ENRGY-3 or H-
Min. 0.25-inch SECUROCK Gypsum-
(Optional) One or more
SBS-SA, APP-SA,
C-19
concrete
None
Shield
M-OSFA
Fiber Roof Board
M-OSFA
SBS-SA
SBS-SA or APP-TA
SBS-TA or APP-TA
-247.5
C 20
Structural
None
Min. 1.5-inch, min. 2.0 pcf Insulfoam
CR-20
Min. 0.25-Inch Dens Deck, Dens
CR-20
SBS-SA
(Optional) One or more
SBS-SA, APP-SA,
concrete
Deck Prime
SBS-SA or APP-TA
SBS-TA or APP-TA
240 0
Min. 1.5-Inch Ultra -Max or Multi -Max
Structural
FA-3, min. 1.3-inch ACFoam III or min.
Min. 0.25-inch SECUROCK Gypsum-
(Optional) One or more
SBS-SA, APP-SA,
C-ZS
concrete
None
1.0-inch IS095+GL, H-Shield, H-Shield
CR-20
Fiber Roof Board
CR-20
SBS-SA
SBS-SAor APP-TA
SBS-TAor APP-TA
-240.0
CG or ENRGY 3
Structural
Min. 2-Inch ACFoam II, ENRGY-3 or H-
Min. 0.25-Inch SECUROCK Gypsum-
(Optional) One or more
SBS-SA, APP-SA,
C 22
concrete
None
Shield
CR 20
Fiber Roof Board
CR-20
SBS-SA
SBS-SA or APP-TA
SBS-TA or APP-TA
-247.5
OB
06
Structural
Min. 0.25-inch SECUROCK Gypsum-
(Optional) One or more
SBS-SA, APP-SA,
C-23
concrete
None
Min. 2-Inch ACFoam II or H-Shield
Classic
Fiber Roof Board
Classic
SBS-SA
SBS-SA or APP-TA
SBS-TA or APP-TA
-350.0
(FULL)
(FULL)
Min. 1.5-Inch ACFoam 11, ACFoam III,
C-24
Structural
ASTM D41
ENRGY 3, H-Shield, H-ShIeId CG or
HA
Min. 0.25-inch SECUROCK Gypsum-
HA
SBS-SA
(Optional) One or more
SBS-SA, APP-SA,
-350.0
concrete
Multi -Max FA3
Fiber Roof Board
SBS-SAor APP-TA
SBS-TA or APP-TA
ASPNALTAND/ORTORm APPDEO SYSTEMS: ... -`. ... •. .L ... x ,.,. `•` ..^
- -
Structural
Min. 0.25-Inch SECUROCK Gypsum-
(Optional) One or more
C 25
None
Min. 2-Inch ACFoam II or H-ShIeId
D-IS
I
D IS
BP AA
SBS-AA
-225.0
concrete
Fiber Roof Board
BP -AA
Structural
Min. 0.25-Inch SECUROCK Gypsum-
(Optional) One or more
C 26
None
Min. 2-Inch ACFoam It or H-ShIeId
D-IS
D-IS
APP-TA
APP-TA
-232.5
concrete
Fiber Roof Board
APP-TA
Structural
Min. 0.25-Inch SECUROCK Gypsum-
(Optional) One or more
C 27
None
Min. 2-Inch ACFoam II or H-ShIeId
OB500
OB500
BP -AA
SBS-AA
-225.0
concrete
Fiber Roof Board
BP -AA
C-28
Structural
None
Min. 2-Inch ACFoam II or H-Shield
OB500
Min. 0.25-inch SECUROCK Gypsum-
OB500
APP-TA
(Optional) One or more
APP-TA
-232.5
concrete
Fiber Roof Board
APP TA
Structural
Min. 0.25-Inch SECUROCK Gypsum-
(Optional) One or more
C 29
None
Min. 2-Inch ACFoam II or H-Shield
M-OSFA
M-OSFA
BP -AA
SBS-AA
-225.0
concrete
Fiber Roof Board
8P-AA
Structural
Min. 0.25-Inch SECUROCK Gypsum-
(Optional) One or more
C-30
None
Min. 2-inch ACFoam II or H-Shield
M-OSFA
M-OSFA
APP-TA
APP TA
-232.5
concrete
Fiber Roof Board
APP-TA
Exterior Research and Design, I.I.C. d/b/a Trinity ERD
Certificate of Authorization #9503
Prepared by: Robert Nieminen, PE-59166
6r"EDITION (2017) FBC NON-HVHZ EVALUATION
TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485
Evaluation Report A42970.10.12-R2 for FL16027-R2
(Revision 2: 09/25/2017
Aplpendix 1, Page 12 of 26
TT�RINITYJERD
STE
Y - S �MTipEA:i:;B6"NDEEiiNSULAtIONiBONbEDAOOF�C6VER.
a z,.SEENOTE 16FOR VAPOR RIE11,01TI0N Sj
system
Deck
Primer
Base Insulation Layer
Top Insulation Layer
Roof Cover (Note 15)
MOP
No.
Type
Attach
Type
Attach
Base Ply
Ply
Cap Ply
(Psf)
Min. 1.5-inch Ultra -Max or Multi -Max
C-31
Structural
None
FA-3, min. 1.3-Inch ACFoam III or min.
Min. 0.25-inch SECUROCK Gypsum-
(Optional) one or more
concrete
1.0-Inch ISO 95+GL, H-Shield, H-Shleld
CR-20
Fiber Roof Board
CR 20
BP AA
BP -AA
SIIS-AA
-225.0
CG or ENRGY 3
Min. 1.5-inch Ultra -Max or Multi -Max
C-32
Structural
None
FA-3, min. 1.3-inch ACFoam III or min.
CR-20
Min. 0.25-inch SECUROCK Gypsum-
(Optional) One or more
concrete
1.0-inch ISO 95+GL, H-Shield, H-Shield
Fiber Roof Board
CR-20
APP-TA
APP-TA
APP-TA
-232.5
CG or ENRGY 3
C-33
Structural
None
(Optional) Min. 2-inch ACFoam 11 or H-
OB
classic
Min. 0.25-inch SECUROCK Gypsum-
OB
(Optional) One or more
concrete
Shield
Fiber Roof Board
Classic
BP -AA
BP -AA
SBS-AA
-225.0
(FULL)
(FULL)
C-34
Structural
None
(Optional) Min. 2-Inch ACFoam 11 or H-
OB
classic
Min. 0.25-Inch SECUROCK Gypsum-
OR
(Optional) One or more
concrete
Shield
Fiber Roof Board
Classic
APP-TA
APP-TA
APP-TA
-232.5
(FULL)
(FULL)
C-35
Structural
ASTM D41
Min 1.5-Inch ACFoam 11, ACFoam III,
ENRGY 3, H-Shield, H-Shield CG or
HA
Min. 0.25-inch SECUROCK Gypsum-
HA
BP -AA
(Optional) One or more
concrete
Multi -Max FA3
Fiber Roof Board
BP -AA
SBS-AA
-225.0
Structural
Min. 1.5-Inch ACFoam 11, ACFoam 111,
Min. 0.25-inch SECUROCK Gypsum-
(Optional) One or more
C-36
concrete
ASTM D41
ENRGY 3, H-Shield, H-Shield CG or
HA
Fiber Roof Board
HA
APP-TA
APP-TA
APP-TA
-232.5
Multi -Max FA3
(Optional If
C-37
Structural
ASTM D41
Min. 0.75-inch FescoBoard
HA
None
N/A
using AA Ply)
(Optional If using AA
Base) One or more BP-
SBS-AA,SBS-TA,
concrete
(homogeneous)
One or more
APP-TA
-277.5
BP -AA
AA or APP-TA
StrL rctural
Min.1.5-inch ACFoam 11, ACFoam III,
(Optional if
(Optional if using AA
C-38
concrete
ASTM D41
I
ENRGY 3, H-Shield, H-Shield CG or
HA
Min. 0.75-inch Fesco Board
HA
using AA Ply)
Base) One or more BP-
SBS-AA, SBS-TA,
-290.0
Multi -Max FA3
One or more
AAorAPP-TA
APP-TA
BP -AA
(Optional if
C-39
Structural
ASTM D41
Min. inch Structodek High Density
HA
None
N/A
using AA Ply)
(Optional If using AA
SBS-AA, SBS-TA,
concrete
Fiberboard Roof Insulation
One or more
Base) One or more BP-
APP-TA
-285.0
BP -AA
AA or APP-TA
Structural
Min. 1.5-Inch ACFoam 11, ACFoam 111,
Min. 0.5-inch Structodek High
(Optional If
using AA Ply)
(Optional if using AA
SBS-AA, SBS-TA,
C-40
concrete
ASTM D41
ENRGY 3, H-Shield, H-Shield CG or
HA
Density F
Fiberboard Roof Insulation
HA
One or more
Base) One or more BP.
APP-TA
-480.0
Multi -Max FA3
AA or APP-TA
I
BP -AA
Exterior Research and Design, UU1 d/b/a Trinity I ERD Evaluation Report A42970.10.12-R2 for FL16027-R2
Certificate of Authorization #9503 CH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017
Prepared by: Robert Nleminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (sco) s16-mils Appendix 1, Page 13 of 26
�TRINITYI ERD
';tABLE3A: STRUcrURALCONCRETE DECKS- NEW, CONSTRUCTION
i0iA
�:;SYSTIEIVIT -1�BONDiD'IN'S�ULATION,BONDED*RobFC'OVEW"
SEE NOTE 16
FORAPOR ARRIEROP'no _S
System
Deck
Primer
Base Insulation Layer
—
Top Insulation Layer
Roof Cover (Note is)
MDP
No.
Type
Attach
Type
Attach
Base Ply
Ply
Cap Ply
(Psf)
Structural
Min. 1.5-inch ACFoam 11, ACFoam Ill,
(Optional if
(Optional if using AA
C-41
ASTM D41
ENRGY 3, H-Shield, H-Shield CG or
HA
Min. 0.25-inch Dens Deck Prime
HA
using AA Ply)
Base) One or more BP-
SBS-AA, SBS.TA,
-480.0
concrete
Multi -Max FA3
One or more
AA or APP-TA
APP-TA
BP -AA
C-42
Structural
ASTM 041
Min. 0.25-inch Dens Deck Prime
HA
None
N/A
(Optional if
using AA Ply)
(Optional if using AA
Base) One or more BP-
SBS-AA, SOS -TA,
concrete
One or more
APP-TA
-9101
-510.0
BP -AA
AA or APP-TA
TABLE 36: STRUCTURAL CONCRETE DECKS- NEW CONSTRUCTION OR R I ' ' . .' -' ' ; I
EROOF [TEAR-0iF)! 7
SYSTEM TYPE F; NON -INSULATED, BONDED BASE SHEET,'40NDED ROOF CCIVER-;
System No.
Deck
Primer
Roof Cover (Note 15)
MDP
(Psf)
Base Ply
Ply
Cap
a IV
C-43
Structural concrete
ASTM M
BS-SA
I S
(Optional) SBS-SA or
_S-TA or APP-TA
i SBS-SA, APP-SA SBP
-315.0
C-44
Structural concrete
AST D41
BP -AA (Optional if using asphalt applied Ply)
—
(Optional if using asphalt applied Base) BP -AA or APP-TA
SBS-AA, SBS-TA, APP-TA
-622.5
Exterior Research and Design, U.C. d/b/a Trinity I ERD Evaluation Report A42970.10.12-R2 for FL16027-R2
Certificate of Authorization 09503 6"EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017
Prepared by: Robert Nleminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems, (goo) si&ias Appendix 1, Page 14 of 26
J
TRINITY I ERD
I
aTABLE4A: LIGHTWEIGHTC0NCRETEDECKS-NEWLONSTRUCI'IONDa REROOF(TFAROFF)',•.` -'
>>.' SYSTEM TYPEA-I:+BONDEDINSULgTION,BONDED ROOF COVER
System Oeck
Lightweight
Base Insulation Layer
Coverboard
Roof Cover (Note 151
MOP
No. (Note 1)
-..
Concrete (Note 14)
...
(psf)
Type Attach
-o
Type Attach
Base Ply Ply Cap Ply
. _ _ ,.. ....
�SEiF-AOHENNG SYSTEMS WITH BASE INSUUATIONANU:OPTIONAL TOP,INSLLAiION OFTHESAMETYPEf. '
LWC 1
Structural
Min. 200 psi, min 2-
Min. 1.5-inch, min. 2.0 pcf Insulfoam
p
OB500
(Optional) Additional
OB500
SBS-SA
(Optional) One or
SBS-SA, APP
'
concrete
Inch Elastizell
layers of base insulation
more SBS-SA
SA
120.0
LWC 2
Structural
Min. 200 psi, min 2-
MIn.1.5-inch ACFoam II, ENRGY 3, ISO 95+ GL
(Optional) Additional
(Optional) One or
SBS-SA,APP-
concrete
inch Elastizell
or H-Shield
OB500
layers of base insulation
OB500
SBS-SA
more SBS-SA or
SA, SBS-TA
-225.0
APP-TA
or APP-TA
LWC-3
Structural
Min. 200 psi, min.
Min. 2.0 pcf Insulfoam
CR-20
(Optional) Additional
CR-20
SBS-SA
(Optional) One or
SBS-SA,APP-
concrete
2-Inch Elastizell
layers of base insulation
V
more SBS-SA
SA
-180.0
Structural
Min. 200 psi, min.
Min. 1.5-Inch ACFoam II, ACFoam III, ENRGY 3,
(Optional) Additional
(Optional) One or
SBS-SA, APP-
LWC-4
concrete
2-Inch Elastizell
ISO 95+GL, H-Shield, H-Shield CG, Multi -Max
CR-20
layers of base insulation
CR-20
SBS-SA
more SBS-SA or
SA, SBS-TA
-180.0
FA3
APP-TA
or APP-TA
LWC-5
Structuml
Min. 200 psi, min.
2-Inch Celcore or
Min. 2.0 pcf Insulfoam
CR-20
(Optional) Additional
CR-20
SBS-SA
(Optional) One or
SBS-SA, APP-
cencre[e
Mearlcrete
layers of base insulation
more SBS-SA
SA
222.5
Structural
Min. 200 psi, min.
Min. 1.5-inch ACFoam II, ACFoam III, ENRGY 3,
(Optional)
(Optional) One or
SBS-SA, APP-
LWC-6
concrete
2"inch Celcore or
150 95+GL, H-Shield, H-Shield CG, Multi -Max
CR-20
layers of base insulation
se insulation
CR-20
SBS-SA
more SBS-SA or
SA, SBS-TA
-222.5
Mearlcrete
FA3
APP-TA
or APP-TA
. SELILADHEWNG SYSTEMS WNN BASE INSULATION AND COVERROARD::"..;
LWC 7
Structural
Min. 200 psi, min 2-
0.2
Min. 0.25-inch SECUROCK
(Optional) One or
SBS-SA,APP-
concrete
Inch Elastizell
Min. 1.5-inch, min. 2.0 pcf Insulfoam
OBSOO
Gin.
Fiber Roof Board
OB500
SBS-SA
more SBS-SA or
SA, SBS-TA
-120.0
APP-TA
or APP-TA
LWC-8
Structural
Min. 200 psi, min 2-
Min. 1.5-Inch ACFoam II, ENRGY 3, ISO 95+GL
Min. 0.25-inch SECUROCK
(Optional) One or
SBS-SA, APP-
concrete
Inch Elastizell
orH-Shleld
OB500
Gypsum -Fiber Roof Board
OB500
SBS-SA
more SBS-SA or
SA, SBS-TA
-225.0
APP-TA
or APP-TA
Structural
Min. 20D psi, min.
Min. 1.5-inch ACFoam II, ACFoam III, ENRGY 3,
Min. 0.25-inch SECUROCK
(Optional)One or
SBS-SA,APP-
LWC-9
concrete
2-Inch Elastizell
I50 95+GL, H-Shield, H-Shield CG, Multi -Max
CR-20
Gypsum -Fiber Roof Board
CR-20
SBS-SA
more SBS-SA or
SA, SBS-TA
-180.0
FA3 or min. 2.0 pcf Insulfoam
APP-TA
or APP-TA
Structural
Min. 200 psi, min.
Min. 1.5-Inch ACFoam 11, ACFoam III, ENRGY 3,
Min. 0.25-Inch SECUROCK
(Optional) One or
SBS-SA, APP-
LWC-10
concrete
Celcore or
ISO 95+GL, CG, MuI[I-Max
CR-20
Gypsum -Fiber Roof Board
CR-20
SBS-SA
more SBS-SA or
SA, SBS-TA
-222.5
Meafl
Mearlcrete
2.0 pcf Insulfoam
FA3 or min. 2.0 cf Insul(Gam
P
APP-TA
or APP-TA
'ASPHAITANO/ORTOR[HAPPLIEb
UD v -
SYSTEMS. N,
'
LWC-31
Structural
Min. 200 psi, min 2-
Min. 1.5-Inch ACFoam II, ENRGY 3, ISO 95+GL
Min. 0.25-Inch SECUROCK
BP -AA
(Optional) One or
SBS-AA, SBS-
concrete
Inch Elastizell
or H-Shleld
OB500
Gypsum -Fiber Roof Board
OB500
APP TA
re BP -AA or APP-
TA APP TA
-225.0
TA
LWC-12
Structural
Min. 200 psi, min.
Min. 1.5-Inch ACFoam II, ACFoam III, ENRGY 3,
Min. 0.25-Inch SECUROCK
BP -AA,
(Optional) One or
SBS-AA,SBS-
concrete
2-Inch Elastizell
ISO 95+GL, H-Shield, H-Shield CG, Multi -Max
CR-20
Gypsum -Fiber Roof Board
CR-20
APP TA
more BP -AA or APP-
TA APP TA
-180.0
FA3 or min. 2.0 pcf Insulfoam
TA
Exterior Research and Design, I.I.C. d/b/a T:inity)ERD Evaluation Report A42970.10.12-R2 for FL16OZ7-RZ
Certificate of Authorization 09503 6r" 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 15 of 26
QTRINITY 1 ERD
I
LI01H E10111TCONCIBETE DECKS' NEW corimucriON OR RIEROOF (TEAR IF)
STEMTYPEA;U % -BONDED INSULATION, BONDED ROOF COVER
System
Deck
Lightweight
Base Insulation Layer
Coverboard
Roof Cover (Note 15)
MD1P
Type
Attach
Type
Attach
Base Ply
Ply
Cap Ply
No.
(Note 1)
Concrete (Note 14)
(Psf)
Structural
Min. 200 psi, min.
Min. 1.5-inch ACFoam 11, ACFoam 111, ENRGY 3,
Min. 0.25-inch SECUROCK
BP -AA
(Optional) One or
SBS-AA, SBS-
LWC-13
concrete
2-Inch Celcore or
ISO 95+ GI., H-Shield, H-Shield CG, Multi -Max
CR-20
Gypsum -Fiber Roof Board
CR-20
I
I A
more BP -AA or APP.
I
-222.5
MearIcrete
FA3 or min. 2.0 pcf In
TA
TA, APP-TA
TABLE413:LIGHTWEIGHT CONCRETE DECKS= NEW CONSTRucrioN aft RERO IF(Teiiin -OFF)., 0
E A-2: MECHANICALLY'
SYSTEM TYP ATTACHED ANCHOR SHEET, BONDED INSULATION,' BONDED R 60F COVER - :'4
System
Deck
Lightweight
Anchor Sheet
Base Insulation
Top insulation
Roof cover (Note 1 )
1
Concrete
MOP
-
No.
(Note 1)
(Notee.4)
Type
Fasteners
Attach
Type
Attach
Type
Attach
Base Ply
Ply
Cap Ply
1
(PSf)
Min. 1.5-Inch
Min. 22 ga.,
7-Inch o.c. at
(Optional) Min.
Thermaroof Composite,
Type B,
Min. 300 psi
4-inch lap and
1.5-inch
Polythemn Composite or
(Optional if
(Optional if
using AA Base)
LWC-14
vented steel
Approved
GArGLAs
OMG CR
7-inch o.c. in
ACFoam 11, H_
HA
min. 0.5-Inch Structodek
HA
using AA Ply)
One or more
SBS-AA, SBS-
at max. 5 It
cellular LWC
#75
BSF
two, equally
Shield, Multi-
High Density Fiberboard
BP -AA
BP -AA or APP-
TA, APP-TA
-45.0
spaced center
Max FA3 or
Roof Insulation on or min.
spans
rows
Polytherm
0.75-inch FescoBoard
TA
(homogeneous)
Min. 22 ga.,
7-Inch D.C. at
Min. 1.5-inch
Type B,
Min. 300 psi
GAFGLAS
OMG CR
4-inch lap and
7-Inch o.c. in
ACFoam 11, H-
(Optional) One
SBS-SA, APP-
LWC-15
vented steel
Approved
#75
BSF
two, equally
Shield, Multi-
HA
None
N/A
SBS-SA
or more SBS-SA
SA, SOS -TA
-45.0
at max. 5 It
cellular LWC
spacedcenter
Max FA3 or
or APP-TA
or AP. TA
spans
Polytherm
I
rows
Exterior Research and Design, I.I.C. d/b/a Trinity) ERD
Certificate of Authorization #9503 6"EDITION (2017) FBC NON-HVHZ EVALUATION
Prepared by: Robert Nleminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485
Evaluation Report A42970.10.12-R2 for FL16027-R2
Revision 2:09/25/2017
Appendix 1, Page 16 of 26
TJ
TfSRINITY! ERD
TAU�' COt4CRETEDECO�;F4MCONStAUcTibNokRER60F.(TgAi -biq
,LE4�lIGHTWEIG#iT
SYSTEMTYPE E:,MECHA"NIiCALLY, A"TTACHEd BASE'SHEET, BONDED ROQFCOER 7Q
System
Deck
Base Sheet (Note A below)
Roof Cover (Note 15)
Type
No.
(Note 1)
Lightweight Concrete (Note 14)
MDP
(Note A)
Fasteners Attach
(Psf)
'CiFiNiRle CELLBIAR LIGHTWEIGHT INSULATING CONiRUE':
-It
Min cellular
. 300 psi, min. 2-inch thick cel
M n. 22 go., type B steel
LWC. Note; To qualify the LWIC under is
this
7-inch o.c. in a 3-inch lap and 7-Inch o.c. in
(Optional)
LWC 16
max 5 ft spans or
assembly, an OMG CR BPF short achieve
El
OMG CR BPF]
two, equally spaced, staggered rows in the
One or more
SEIS-AA, App-
-45.0
structural concrete
an average withdrawal of 53 lbf when
field of the sheet
BP -AA
TA
tested per rAS 105 or ANSIISPRI FX-1
'CELCORE CELLULAR LIGHTWEIGHT INSULATING CONCRETE '.
Min. 0.0179-Inch
Tensilform 5-75 or min.
Trufast FM-90
8-inch o.c. in a 3-Inch lap and 16-inch o.c. in
LWC-17
0.0205-inch Tensilform
Min. 200 psi, min. 2-inch thick Celcore
B1, 32, B3 or B7
or
two, equally spaced, staggered rows in the
One or more
SEIS-AA
37.5
75 at max. 5 it spans or
OMG CR BPF
field of the sheet
BP -AA
structural concrete
Min. 22 go., type B steel
Trufast FM-90 or
7-inch o.c. in a 3-inch lap and 7-inch o.c. in
One or more
LWC-18
at max 5 it spans or
Min, 200 psi, min. 2-inch thick Celcore
B1 through B12
two, equally spaced, staggered rows in the
SBS-AA
-45.0
structural concrete
OMG OR BPF
field of the sheet
BP AA
Min. 26 go., type HIF
31, B2, B3, B4,
9-inch o.c. in a 3-inch lap and 9-inch o.c. in
LWC-19
steel at max 5 ft spans
Min. 225 psi, min. 2-inch thick Celcore MF
B7, BE, 310, Ell
OMG CR BPF
two, equally spaced, staggered rows in the
One or more
L-AA
-45.0
or structural concrete
or B12
field of the sheet
BP -AA
Min. 22 go., type B steel
81, 82, B3, B4,
7-Inch o.c. in a 3-inch lap and 14-inch o.c. in
LWC-20
at max 6 it spans or
Min, 225 psi, min. 2-inch thick Celcore MF
87, BE, B10, B11
OMG CR BPF
two, equally spaced, staggered rows in the
One or more
SBS-AA
-45.0
structural concrete
or B12
field of the sheet
BP -AA
Min. 22 go., type B steel
Bit, B2, B3, B4,
9-inch o.c. In a 3-Inch lap and 9-inch o.c. in
LWC-21
at max 6 it spans or
Min. 225 psi, min. 2-inch thick Celcore MF
87, B8, 310, ELL
OMG CR BPF
two, equally spaced, staggered rows in the
One or more
SBS-AA
-45.0
structural concrete
or B12
field of the sheet
BP -AA
Min. 22 go., type B steel
Trufast Twin Lee-
9-Inch o.c. in a 4-inch lap and 18-Inch o.c. in
One or more
SBS-AA, SBS-
LWC-22
at max 5 Ift spans or
Min. 225 psi, min. 2-inch thick Celcore MF
B1 or B2
two, equally spaced, staggered rows in the
BP -AA or APP-
-45.0
structural concrete
Nall
field of the sheet
TA
T A or APP-TA
Min. 22 go., type B steel
B2 (with poly-
Trufast Twin Loc-
9-Inch o.c. in a 4-inch lap and 18-inch o.c. in
One or more
SBS-SA, APP-
LWC-23
at max 5 it spans or
Min. 225 psi, min. 2-inch thick Celcore MF
film top surface)
Nall
two, equally spaced, staggered rows in the
SBS-SA or
SA, SBS-TA
-45.0
structural concrete
field of the sheet
APP-TA
or APP-TA
Min. 22 go., type B steel
'WC-24
at max 5 it spans or
Min. 300 psi, min. 2-Inch thick Celcorg MF
32
Trufast FM-90
8-inch o.c. in a 4-inch lap and 8-inch o.c. in
BP -AA or APP-
SBS-AA, SBS-
-60.0
structural concrete
I
three equally spaced, staggered center rows
TA
TA or APP-TA
Min.
B2 (with poly-
8-inch o.c. in a 4-inch lap and 8-Inch o.c. in
One or more
SBS-SA, APP-
LWC-25
at 1
300 psi, min. 2-Inch thick Celcore MF
I
I
Trufast FM-90
I
SBS-SA or
SA SBS-TA
I
60.0
structuralfilm
top surface)
three equally spaced, staggered
APP-TA
,
or APP-TA
Exterior Research and Design, I.I.C. d/b/a Trinity HERD
Certificate of Authorization #9503
Prepared by; Robert Nleminen, PE-59166
6T'EDITION (2017) FBC NON-HVHZ EVALUATION
TRI-BUILT Modified Bitumen Roof Systems; (8001516-1485
I
Evaluation Report A4297 1'-R' 2for FL16027-R2
0* �Revlslo. 09/25/2017
A end" 1, Page 17 0126
1
TRINITY; ERD
' �
r iEAROFF„;> IDRREROO(
(::TABLE4CtLlGN,TWEIGHT.CONCREIEDECKS=NEW.CONSTRUCO.
r
"; E:'NCHANICALLWATTAC
y OOERSY$LEV
c• - - � NEDBSESHET,ONDEDOFCVTYRE
.. ,
System
Deck
Base Sheet (Note A below)
Roof Cover (Note 25)
Type
Na.
(Note 1)
Lightweight Concrete (Note 141
MDP
(Note A)
Fasteners
Attach
Base Ply
Cap Ply
(Psf)
Min. 22 ga., type B steel
Trufast FM-90 or
]-inch o.c. in a 3-Inch lap and 7-inch o.c. in
One or more
LWC-26
at max 5 ft spans or
Min. 300 psi, min. 2-inch thick Celcore
B3 through 812
two, equally spaced, staggered rows In the
SBS-AA
-75.0
structural concrete
OMG CR BPF
field of the sheet
BP
Min. 22 ga., type B steel
LWC-27
at max 5 ft spans or
Min. 300 psi, min. 2-Inch thick Celcore MF
Polyglass
Trufast FM-260
10-inch o.c. in a 4-inch lap and 30-inch o.c. in
(Optional) BP-
SBS-AA, SBS-
-90.0
structural concrete
Elastobase Poly
three equally spaced, staggered center rows
AA or APP-TA
TA, APP-TA
kELASTRELLCELLULARLIGHTWE1GW INSULATING CONCRETE. a i
Min. 0.0179-Inch
Tensilform 5-75 or min.
Min. 200 psi, min. 2-Inch thick Elastizell
Trufast FM-90 or
7.5-inch o.c. in a 3-inch lap and 7.5-inch o.c.
One or more
SBS-AA, SBS-
LWC-28
-Inch
Range II
el through B12
OMG CR BPF
in two, equally spaced, staggered rows in the
or APP-
-30.0
it spTensans o
75 at max.5 ft spans or
750.at
field of the sheet
TA
7q
TA or APP-TA
structural concrete
MIn.0.0179-inch
Tensilform 5-75 or min.
Min. 200 psi, min. 2-inch thick Elastizell
82 (with poly-
Trufast FM-90 or
7.5-inch o.c. In a 3-inch lap and 7.5-inch o.c.
One or more
SBS-SA, APP-
LWC-29
Range II
film top surface)
OMG CR BPF
two, equally spaced, staggered rows in the
SBS-SA or
SA, SBS-TA
-30.0
75 at
75 a[ max. 5 ft spans or
field of the sheet
APP-TA
or APP-TA
structural concrete
Min. 22 ga., type B steel
Min. 200 psi, min. 2-Inch thick Elastizell
Trufast FM-90 or
7-Inch o.c. In a 3-Inch lap and 7-Inch o.c.
One or more
I
SB5-AA,SBS-
LWC-30
at max ft spans or
Range II
Bl through B12
OMG CR BPF
two, equally spaced, staggered rows in the
BP -AA or APP-
7A or APP-TA
-45.0
structural concrete
field of the sheet
TA
i
Min. 22 ga., type B steel
Min. 200 psi, min. 2-Inch [hick Elastizell
B2 (with poly-
Trufast FM-90 or
Inch o.c. In a 3-Inch lap and 7-inch o.c. In
One or more
SBS-SA, APP-
-;SBA
LWC-31
at max 5 ft spa or
p
Range II
film top surface)
OMG CR BPF
t7
two, equally spaced, staggered rows In the
SBS-SA or
SA,
-45.0
structural concrete
field of the sheet
APP-TA
or APP-TA
Min. 22 ga., type B steel
Min. 350 psi, min. 2-Inch thick Elastizell
Trufast Twin Loc-
6-inch o.c. In a 4-inch lap and 6-inch o.c. In
SBS-AA, SBS-
LWC-32
at max 5 ft spans or
with Zell -Crete Fibers, supple -mentally
B2
Nails (min. 1.8-
three, equally spaced, staggered rows in the
One or more
TA, SB5-SA,
-60.0
structural concrete
attached with Roofgrip H21 and 3-inch
inch)
field of the sheet
BP -AA
APP-TA or
plates at 1 per B ft2
APP-SA
Min. 22 ga., type B steel
Min. 350 psi, min. 2-inch thick Elastizell
with Zell -Crete Fibers, supple -mentally
B2 (with poly-
Trufast Twin Loc-
6-inch o.c. in a 4-inch lap and 6-inch o.c. in
SB5-SA or
SBS-SA, APP-
LWC-33
at max 5 ft spans or
attached with Roofgrip 421 and 3-inch
film top surface)
Nails (min.1.8-
three, equally spaced, staggered rows in the
APP-TA
SBS-T
SASBS-TA
-60.0
structural concrete
plates at 1 per 8 f12
inch)
field of the sheet
ar,
EE..A
„MEAtutRSLLr LW-_
4.x....r,.rn:i`AG'
Min. 24 ga., type B steel
Trufast FM-90 or
7.5-Inch o.c. in a 3-Inch lap and 10-inch o.c.
One or more
LWC-34
at max5 ft spans or
Min. 200 psi, min. 2-inch [hick Mearlcrete
Bl through 612
In two, equally spaced, staggered rows in the
SBS-AA
-30.0
I
structural concrete
OMG CR BPF
field of the sheet
BP AA
Exterior Research and Design, I.I.C. d/b/a Trinity H ERD Evaluation Report A42970.10.12-R2 for F1.16027-112
Certificate of Authorization 49503 6r"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 18 of 26
TRINITY I ERD
;TABLE 4C: WGHTWEIGFjT
CON' RETE,DECKS ' NEW CONSTRUCTION oR REROQF(TEAR
�° -, MTYPE E;'NIECHANICALLY'ATTACHED
BASE SHEET, BONDED ROOF.COVER , 2= _ .
Base Sheet (Note A below)
Roof Cover (Note 151
System
Deck
Lightweight Concrete (Note 34)
MDP
Type
No.
(Note 1)
(Note A)
Fasteners
Attach
Base Ply
Cap Ply
(Psi)
Min. 22 ga., type B steel
Trufast FM-90
7-inch o.c. in a 4-Inch lap and 7-inch o.c. in
One or more
LWC-35
at max 5 it spans or
Min. 300 psi, min. 2-Inch thick Mearlcrete
B3, B2 or 812
or
two, equally spaced, staggered rows In the
BP -AA or APP-
SBS-AA, - SBS
-45.0
structural concrete
OMG CR BPF
field of the sheet
TA
TA or APP-TA
Min. 22 ga., type B steel
B2 (with poly-
Trufast FM-90 or
7-inch o.c. in a 4-inch lap and 7-Inch o.c. in
One or more
SBS-SA, APP-
LWC-36
at max 5 It spans or
Min. 300 psi, min. 2-inch thick Mearlcrete
film [op surface)
OMG CR BPF
two, equally spaced, staggered rows in the
SBS-SA or
SA, SBS-TA
-45.0
structural concrete
I I
field of the sheet
APP-TA
or APP-TA
Min. 22 ga., type B steel
B1 82, 63, 87 or
Trufast FM-90 or
7-inch o.c. in a 4-inch lap and 7-Inch o.c. in
One or more
A,
LWC-37
at max 5 It spans or
Min. 300 psi, min. 2-inch thick Mearlcrete
gl
OMG CR BPF
two, equally spaced, staggered rows in the
BP -AA or APP-
-52.5
structural concrete
field of the sheet
TA
or
TA TA or APP-TA
Min. 22 ga., type B steel
B2 (with poly-
Trufast FM-90 or
7-inch o.c. in a 4-inch lap and 7-inch o.c. in
One or more
SBS-SA, APP-
LWC-38
at max 5 it spans or
Min. 300 psi, min. 2-inch [hick Mearlcrete
film top surface)
OMG CR BPF
two, equally spaced, staggered rows in the
SBS-SA or
SA, SBS-TA
-52.5
structural concrete
field of the sheet
APP-TA
or APP-TA
A. Base Sheets options are coded as follows:
B3: Polyglass G2 Bose; B2: Polyglass Elastobase or Polyglass Elastobase Poly; B3: GAFGLAS #75; B4: GAFGLASStrotovent Nallable Venting Bose Sheet; 85: GAFGLAS Ply 4; 136: GAFGLA.S FlexPly 6; B7: JM Perma Ply
No. 28; B8: JM Vensulation; B9: JM GlasPly IV; B10: JM GlasPly Premier, B31: Tomko Glass -Base; B12: Tomko Vapor -Chan
Exterior Research and Design, I.I.C. d/b/a Trinity I ERD Evaluation Report A42970.30.12-R2 for FL16027-RZ
Certificate of Authorization 49503 6P EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017
Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (900) 516-1485 Appendix 1, Page 19 of 26
'\ TRINITY ERD
"•�* " TABLESA.CEMENTRIOUS'WOOp
� �
FIBER pECI(S=NENICQNSTRUCIONoR NEROOF(TFAR OFF), �
� �, <-. :�^
INSULATION,
'SYSTEM TYPE
A-I:BONDED BONDED,ROOFCOVER"
System
Deck
Base Insulation layer
Top Insulation layer
Roof Cover (Note 15)
MOP
No.
(Note 1)
Type
Attach
Type
Attach
Base Ply
Ply
Cap Ply
(psf)
Min95+GInch ACFoam II,
Min. 0.25-Inch Dens Deck, Dens Deck Prime,
(Optional) One or
CWF-1
Min. 2.5-inch Tectum
150therm,
D-IS or
SECUROCK Gypsum -Fiber Roof Board or min. 0.5-
D-IS or
BP -AA
more BP -AA or APP-
S85-AA, SBS-TA,
-45.0
Plank or Tectum LS Plank
08500
Inch Structodek High Density Fiberboard Roof
OR500
APP-TA
ENRGH-Shield,
POIy[herm, ENRGY-3
Insulation
TA
Min. 2.5-inch Tectum
Min. 1.5-Inch ACFoam II,
D-IS or
Min. 0.25-inch Dens Deck, Dens Deck Prime,
D-IS or
SBS-SA or
(Optional) One or
SBS-TA, SBS-SA,
CWF-2
Plank or Tectum LS Plank
15095+GL, H-Shield,
OB500
SECUROCK Gypsum -Fiber Roof Board
OB500
APP-TA
more SBS-SA or
APP-TA, APP-SA
-45.0
Polytherm, ENRGY-3
APP-TA
Min. 0.25-Inch Dens Deck, Dens Deck Prime,
Min. 2.5-Inch Tectum
Min. 1.5-Inch ACFoam II,
SECUROCK Gypsum -Fiber Roof Board or min. B.S.
(Optional) One or
SBS-AA, SBS-TA,
CWF-3
Plank or Tectum LS Plank
15095+GL,
CA-20
Inch Structodek High Density Fiberboard Roof
CR-20
8P-AA
more BP -AA or APP-
APP-TA
-52.5
ENRGY3 -H-Shleld
Polytherm, NRG
Insulation
TA
Min. 2.5-Inch Tectum
Min.1.5-Inch ACFoam II,
Min. OZ5-inch Dens Deck, Dens Deck Prime,
SBS-SA or
(Optional) One or
585-TA, 585-SA,
CWF 4
Plank or Tectum Plank
ISO 95+GL, H-Shield,
CR-20
SECUROCK Gypsum -Fiber Roof Board
CR-20
APPTA
I
more SBS-SA or
APP-TA, APP-SA
-52.5
Polytherm, ENRGY-3 I
I
I
APP-TA
Exterior Research and Design, LLC, d/b/a Trinity I ERD Evaluation Report A42970.10.12-R2 for FL36027-R2
Certificate of Authorization N9503 6'a EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017
Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (900) 516-1485 Appendix 1, Page 20 of 26
TRINITY I ERD
: ABLE SB. CENIENTITIOUS,WOOD FIBERDECICS—NEW CONSTRUCTION OR REROOF(TeAR-OFF)`
SYSTFrM,TYPEA2: MEfHANICALL&_ATTACHED ANCHOR SHE E'�, BONDED1[�SULATIONj BONDED'ROQFC01(ER
7.'
System
Deck
Anchor Sheet
Base Insulation
Top Insulation
Roof Cover (Note 15)
MDP
No.
(Note 1)
Type
Fastener
Attach
Type
Attach
Type
Attach
Base Ply
Ply
Cap Ply
(Psf)
Min. 1.5-inch
Min. 0.25-inch Dens Deck, Dens
MIn.2.5-Inch
Polyglass
9-inch o.c. in 4-Inch
ACFoam IIACFoam
,
Deck Prime, SECUROCK Gypsum-
(Optional)
Tectum Plank
Elastobase,
Trufast
lap and 12-inch o.c.
III, ISO95+GL, H-
Fiber Roof Board, Min. 0.75-inch
One or more
SBS-AA,
CWF-5
or Tectum LS
Polyglass
Inuldek
in two, equally
ShieldENRGY 3,
HA
FescoBoard(homogeneous) or
HA
BP -AA
BP -AA or
SBS-TA,
-30.0"
Plank
Elastobase Poly,
Loc-Nail
spaced, staggered
,
Polytherm or Multi-
min. 0.5-inch Struaodek High
APP TA
APP-TA
Polyglass G2 Base
center rows
Density Fiberboard Roof
Max FA3
Insulation
Polyglass
9-Inch o.c. in 4-Inch
Min. 1.5-inch
Min. 2.5-inch
Elastobase,
Trufast
,lap and 12-Inch o.c.
ACFoam II, ACFoam
Min. 0.25-Inch Dens Deck, Dens
SBS-SA
(Optional)
SBS-TA,
CWF-6
Tectum Plank
Polyglass
Inuldek
in two, equally
III, IS095+GL, H-
HA
Deck Prime, SECUROCK Gypsum-
HA
or APP-
One or more
SBS-SA,
-30.0-
or Tectum LS
Elastobase Poly,
Loc-Nail
spaced, staggered
Shield, ENRGY 3,
Fiber Roof Board
TA
SBS-SA or
APP-TA,
Plank
Polyglass G2 Base
center rows
Polytherm or Multi-
APP TA
APP SA
Max FA3
Min. 0.25-Inch Dens Deck, Dens
Polyglass
9-Inch o.c. in 4-Inch
Min. 1.5-Inch
-
Deck Prime, SECUROCK Gypsum -
Min. 2.5-inch
Elastobase,
Trufast
lap and 1B-inch o.c.
ACFoam II, ACFoam
Fiber Roof Board, Min. 0.75-inch
(Optional)
SBS-AA,
CWF-7
Tectum Plank
Polyglass
Twin
in two, equally
III, GL, H-
HA
FescoBoard (homogeneous) or
HA
BP -AA
One or more
5B5-TA,
-45.0•
or Tectum LS
Elastobase Poly,
Lac -Nail
spaced, staggered
, ENRGY 3,
Shield, EN
min. 0.5-inch Struc[odek High
BP -AA or
APP-TA
Plank
Polyglass G2 Base
center rows
Polytherm or Multi-
Density Fiberboard Roof
APP TA
Max FA3
Insulation
Polyglass
9-inch o.c. in 4-inch
Min. 1.5-Inch
Elastobase,
Trufast
lap and 16-inch o.c.
ACFoam+GL,Hoam
Min. 0.25-inch Dens Deck, Dens
585-SA
(Optional)
SBS-TA,
CWF-B
Tectur5Pnch
Tectum Plank
Polyglass
Twin
In equally
III, 15095+GL, H-
HA
Deck SECUROCK Gypsum-
HA
or APP-
One or more
SBS-SA,
-45.0'
or Tectum LS
Elastobase Poly,
Loc-Nail
spaced
spaced, staggered
Shield, ENRGY 3,
Roof Bo
Fiber Roof Board
TA
SBS-SA or
APP-TA,
Plank
Polytherm or Multi-
APP-TA
APP-SA
Polyglass G2 Base
center rows
Max FA3
Exterior Research and Design, U.C. d/b/a Trinity)ERD Evaluation Report A42970.10.12-R2 for FL36027-R2
Certificate of Authorization R9503 bra EDITION 12017) FBC NON-HVH2 EVALUATION i Revision 2: 09/25/2017
Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 5164485 Appendix 1, Page 21 of 26
TRINITYi ERD
CEIV)ENTITIOUS,INOOD FIBER DECKS —NEW REROOF('fEAR-OFF)DR RECOVER e
._�, ,,. -CONSTRUCTION,
as
LT,YpE Bp NJECHANICALLY ATTACHED BASE INSULATION, ',BONDED,TOp INSUlATIOH;BONDEDRO�OFCOVER
,SYSTEM
System
Base Insulation Layer
Top Insulation layer
I Roof Cover (Note 15)
MOP
No.
Deck (Note 1)
Type
Fasteners
Attach
Type
Attach
Base Ply
Ply
Cap Piy
(psf)
Min. 2.5-Inch
Min. 2-inch H-
OMG Polymer GypTec Plate
Min. 0.5-inch Structodek
(O
(Optional if using
(Optional If using AA
SBS-AA,
CWF-9
Tectum Plank or
Shield or
with Polymer GypTec or TruFast
1 per 4 ft z
High Density Fiberboard
HA
Ply) BP AA
Base) One or more BP -AA
SBS-TA,
I
.45.0"
Tectum LS Plank
Polytherm
TL 3 In. Plate with TL Fastener
Roof Insulation
or APP-TA
APP-TA
,\;TABLESD;CEMENTITIOUSWOODF16ERDECkS NEWCONSTRUCTIONREROOF(Tenk-OFF)oRRECOVER -
'' `. SYSTEaTYPEC;'MECHANICALLY` ATTACHED INSULATION;BONDED ROOF COVER:
System
Top Insulation Layer
Roof Cover (Note 151
MDP
Deck (Note 1)
Base Insulation Layer
No.
Type
Fasteners
Attach
Base Ply
Ply
Cap Ply
(psf)
Min. 2.5-Inch
(Optional) One or
Min. 0.25-inch Dens Deck, Dens Deck Prime
(Optional if using AA
SBS-AA,
WF-10
Tectum Plank or
more layers, any
or SECOROCk Gypsum -Fiber Roof Board or
Trufast Twin Loc-Nails
r
1 per 2 R
(Optional if using
Base) One or more BP -AA
SBS-TA;
-45.0"
Tectum LS Plank
combination, loose
Structodek High Density
(min. 1-inch embedment)
AA Ply) BP -AA
or APP-TA
APP-TA
laid
fiberboard Roof Insulation
Fiberboard
D F16ER ECKS NEW LONSTRUCI'IONOR REROOF(TFAR-OFF)'.
SYSTEM TYPE EE NQNINISULADILIS OMECHAN
) ICALLY,ATTACHED-BASESHEET, BANDED ROOF COVER
System
Base Sheet
Roof Cover (Note 35)
MDP
No.
Deck (Note 1)
(psf)
Base
Fasteners
Attach
Base Ply
-Cap Ply
Min. 2.5-inch Tectum Plank
Polyglass Elastobase, Polyglass Elastobase
Trufast Inuldek
9-inch o.c. in 4-Inch lap and 12-Inch ox. in two,
(Optional) One or
SBS-AA, SBS-TA,
CWF-11
or Tectum LS Plank
Poly, Polyglass G2 Base
Lac -Nail
equally spaced, staggered center rows
more BP -AA or APP-TA
APP-TA
-30.0'
Min. 2.5-inch Tectum Plank
Polyglass Elastobase, Polyglass Elastobase
Trufast Twin Loc.
9-Inch o.c. in 4-Inch lap and 18-inch ox. In two,
(Optional) One or
SBS-AA, SBS-TA,
CWF-12
or Tectum LS Plank
Poly, Polyglass G2 Base
Nails
equally spaced, staggered center rows
more BP -AA or APP-TA
APP-TA
-45.0
Exterior Research and Design, U.C. d/b/a Trinity HERD Evaluation Report A42970.10.12-R2 for FL36027-R2
Certificate of Authorization 89503 6'"EDITION (2017) FBC NON-HVH2 EVALUATION Revision 2: 09/25/2017
Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 22 of 26
TRINITY ERD
EDI NSULITINBONCEDlSfST5M TYPE A-i: BOND
I
System
Deck (Notes I & 12)
I
Base Insulation Layer
Top Insulation Layer
Roof Cover (Note 15)
MDP
Type
Attach
Type
Attach
Base Ply
Ply
Cap Ply
No.
(psf)
G-1
Existing, sound Poured gypsum
Min. 2.0 pcf, Insulfoarn
OB500
(Optional) additional layers(s) of base
OBSOO
SBS-SA
(Optional) One
SBS-SA, APP-SA
-112.5
or gypsum plank deck
Insulation
or more SBS-SA
G-2
Existing, sound poured gypsum
Min. 1.5-inch ACFoam 11, ENRGY 3 or
(Optional) additional layers(s) of base
(Optional) One
SBS-SA, APP-SA,
or gypsum plank deck
H-Shield
OB500
Insulation
OB500 00
SBS-SA
or more 5BS-SA
SBS-TA or APP-TA
-112.5
orAPP-TA
G-3
Existing, sound poured gypsum
Min. 1.5-inch ACFoam 11, ENRGY 3 or
Min. 0.25-inch SECUROCK Gypsum-
(Optional) One
SBS-SA, APP-SA,
or gypsum plank deck
H-Shield or min. 2.0 pcf, lnsulfoam
OBSOO
Fiber Roof Board
OB500
SBS-SA
or more SBS-SA
SBS-TA or APP-TA
-112.5
or APP-TA
Existin& sound poured gypsum
Min. 1.5-inch ACFoam 11, ENRGY 3,
(Optional) additional layers(s) of base
(Optional, On
IBI-'A' APP-SA,
G-4
or gypsum plank deck
H-Shield or Multi -Max FA3
M-OSFA
insulation and/or min. 0.25-inch
M-OSFA
SBS-SA
or more SBS-SA
SBS-TA or APP-TA
-202.5
. SECUROCK Gypsum -Fiber Roof Board
or APP-TA
G-5
Existing, sound poured gypsum
Min. 1.5-inch, min. 2.0 pcf Insulfoarn
CR-20
(Optional) additional layers of base
CR-20
SBS-SA
(Optional) One
SBS-SA, APP-SA
-240.0
or gypsum plank deck
insulation
or more SBS-SA
G-6
Existing, sound poured gypsum
Min, 1.5-inch, min. 2.0 pcf Insulfoam
CR-20
Min. 0.25-inch SECUROCK Gypsum-
CR-20
SBS-SA
(Optional) One
or more SBS-SA
SBS-SA, APP-SA,
-240.0
or gypsum plank deck
Fiber Roof Board
SBS-TA or APP-TA
orAPP-TA
Existing, sound poured gypsum
Min. 0.25-inch Dens Deck, Dens
(Optional
if using
(Optional if using
AA Base) One or
I
SBS-AA, SBS-TA,
G-7
or gypsum plank deck
Deck Prime or SECUROCK Gypsum-
CR-20
None
N/A
AA Ply)
more BP -AA or
APP-TA
-245.0
Fiber Roof Board
I
I
I
BP -AA
APP-TA
Existm& sound poured gypsum
Min. 1.5-inch ACFoam 11, ACFoam III,
I
(Optional) additional layers(s) of base
(Optional) One
G-8
or gypsum plank deck
I
ENRGY 31 H-Shield, H-Shield CG or
I
CR-20
insulation and/or min. 0.25-inch
CR-20
SBS-SA
I
or oreSBS-SA
SBS-SA, AP-257.5
Multi -Max FA3
I
SECUROCK Gypsum -Fiber Roof Board
or 'P-TA
SBS-TA or
Exterior Research and Design, I.I.C. d/b/a Trinity I ERD Evaluation Report A42970.10.12-R2 for F1.16027-112
Certificate of Authorization 49503 EDITION (2017) FBC NON-HVHZ EVALUATION I Revision 2: 09/25/2017
Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (8o0) aii-uss Appendix 1, Page 23 of 26
1
TRINITY ERD
` 4A6LE68 GYPSUM DECKS=REROOP(T¢AR•QFFj
'; e • `yet - [;il SYSTaMTYPEA-2:" MECHANICALLYATTAC`HED ANCHOR SHEET BONDED INSULATION,BfJNDEDROOPCOVER-,,,,,�
Anchor5heet
Base Insulation
Top Insulation
Roof Cover (Note 15)
System
No.
Deck
(Note 3)
Type
Fasteners
(Note 13)
Attach
Type
Attach
Type
Attach
Base Ply
Ply
Cap Ply
MDP
(psf)
9-inch o.c. in 4-
Min. 1.5-Inch
Min. 0.25-inch Dens Deck, Dens
Existing, sound
Polyglass
Trufast FM-
inch lap and 18-
ACFoam II, ACFoam
Deck Prime, SECUROCK Gypsum -
(Optional)
)
poured gypsum
Elastobase,
75 or FM-
inch in two,
III, H-
Fiber Roof Board, Min. 0.75-inch
One more
SBS-AA,
G 9
or gypsum
Polyglass
90or Twin
leyo.
equally spaced,
Shield,ISOENGL,
3,
HA
Fescoeoard (homogeneous) or
HA
BP -AA
A
BP -AA or
SBS-TA,
-45.0•
plank deck
Elastobase Poly,
Loc-Nails
staggered center
yther or
Polytherm or Multi-
StructodekRoof High
Density
APP TA
APP-TA
Polyglass G2 Base
Finch
Density Fiberboard Roof
rows
Max FA3,
Insulation
c TABLE 6C:fDECKS- ' .GYPSUM —REROOR.(TEAR-OFF)oa RECOVERS'
SYSTEM, TYPE C: MECHANICALLY ATTACHED INSULATION;BONDEDROOF COVER = - P -
System
Deck (Note 1)
Base Insulation
Top Insulation Layer
Roof Cover (Note 1S)
MDP
Type
Fasteners (Note 11)
Attach
Base Ply
Ply
Cap Ply
No.
Layer
(psf)
(Optional) One or
Min. 0.25-inch Dens Deck, Dens Deck
Existing sound
more layers, any
Prime or SECUROCK Gypsum -Fiber
Trufast Twin Loc-
r
(Optional if
(Optional if using AA ease) One
SBS-AA, SBS-
G-10
poured gypsum or
combination, loose
Roof Board
Nails (min.
lper 2 ft
using AA Ply)
or more BP -AA or APP-TA
TA, APP-TA
-45.0•
gypsum plank deck
laid
Hor igh Density ib
High Density Fiberboard
nt)inch
embedment)
BP -AA
Roof Insulation
Roof Insulation
- TABLE 66:'GYPSUM DECKS- REROOF(TEAR-OFF)
-�- _' , ,- .SYSTEM TYPE Et NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, 80NDIED ROOF COVER
System
Base Sheet
Roof Cover (Note 15)
MDP
No.
Deck (Note 1)
Base
Fasteners (Note 11)
Attach
Base Ply
Cap Ply
(psf)
Existing sound poured
Polyglass Elastobase, Polyglass Elastobase
Trufast FM-75 or FM-90 or
9-inch o.c. in 4-inch lap and 18-inch o.c. In
(Optional) One or more
SBS-AA, SBS-TA,
G-11
gypsum or gypsum
Poly, Polyglass G2 Base
Twin Loc-Nails
two, equally spaced, staggered center rows
BP -AA or APP-TA
APP-TA
-45.0•
plank deck
Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report A42970.30.12-R2 for FL36027-R2
Certificate of Authorization N9503 6r" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017
Prepared by: Robert Nienninen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 24 of 26
I 1
L
TRINITY; ERD
F •1 1:=BONDED INSU(.ATION_,BONDED ROOF COVER"':
_ �.. ,,. _3YSTEIVITPPEiA
System
Base Insulation Layer
Top Insulation layer
Roof Cover (Note 15)
MDP
No.
Substrate
Type
Attach
Type
Attach
Base Ply
Ply
Cap Ply
(psf)
Existing
(Optional) additional layers(s) of base
(Optional) One
SBS-SA, P-SA,
R-1
Min. 1.5-inch Multi -Max FA3
D-IS
insulation and/or
D-IS
SBS-SA
-67.5
asphaltic roof
SECUROCK Gypsum -Fiber Roof Board
psumFiber Roof
Amore
SBS-SA or APP-TA
r
SBS-TA or APP-TA
Existing
(Optional) additional layers(s) of base
(Optional) One or more
R 2
asphaltic roof
Min. 2.0 pcf Insulfoam
D-IS
insulation
D-IS
SBS-SA
SBS-SA
SBS-SA, APP-SA
-90.0
Existing
Min. 1.5-inch ACFoam II or ENRGY 3 or min.
D-IS
Min. 0.25-Inch SECUROCK Gypsum -Fiber
D-IS
SBS-SA
(Optional) One or more
SBS-SA, APP-SA,
-g0.0
R-3
asphaltic roof
2.0 pcf Insulfoam
Roof Board
SBS-SA or APP-TA
SBS-TA or APP-TA
Existing
(Optional) additional layers(s) of base
(Optional) One more
SBS-SA, PP-SA,
R-4
asphaltic roof
Min. 1.5-inch ACFoam II or ENRGY 3
D-IS
insulation and/or min. 0.25-Inch
D-IS
SBS-SA
SBS-SA or APP-TA
SBS-TA orAP-T-TA
-90.0
SECUROCK Gypsum -Fiber Roof Board
R-5
Existing
Min.1.5-inch, min. 2.0 pcf Insulfoam
08500
(Optional) additional layers of base
OB500
SBS-SA
(Optional) One or more
SBS-SA, APP-SA
-120.0
asphaltic roof
insulation
SBS-SA
Existing
Min. 0.25-Inch SECUROCK Gypsum -Fiber
(Optional) One or more
SBS-SA, APP-SA,
R-6
asphaltic roof
Min. 1.5-Inch, min. 2.0 pcf Insulfoam
OB500
Roof Board
OB500
SBS-SA
SBS-SA or APP-TA
SBS-TA or APP-TA
-120.0
Existing
Min. 1.5-inch ACFoam II, ENRGY3 or H-
(Optional) additional layers(s) of base
(Optional) One or more
SBS-SA, APP-SA,
R-7
OB500
insulation and/ormin. Inch
OB500
SBS-SA
-127.5
asphaltic roof
Shield
SECUROCK Gypsum -Fiber Roof Board
psu iber R
SBS-SA or APP-TA
SBS-TA or APP-TA
Existing
Min. Inch ACFoam II, ENRGY 3, H-
M-
(optional) additional layers(s) of base
(Optional)One
SBS-SA, APP-SA,
R-B
insulation and/or min. Inch
SBS-SA
-157.5
asphaltic roof
l or
Shield or Multi -Max FA3
OSFA
iber R
SECUROCK Gypsum -Fiber Roof Board
OS
OSFA
Amore
SBS-SA or APP-TA
SBS-TA or APP-TA
R 9
Existing
Min. 2.0 pcf Insulfoam
CR-20
(Optional) additional layers(s) of base
CR-20
SBS-SA
(Optional) One or more
SBS-SA, APP-SA
-240.0
asphaltic roof
insulation
SBS-SA
Existing
Min. 0.25-inch SECUROCK Gypsum -Fiber
(Optional) One or more
SBS-SA, APP-SA,
R-30
asphaltic roof
Min. 2.0 pcf Insulfoam
CR-20
Roof Board
CR-20
SBS-SA
SBS-SA or APP-TA
SBS-TA or APP-TA
-240.0
Min. 1.5-Inch Ultra -Max or Multi -Max FA-3,
(Optional) additional layers(s) of base
Existing
min. 1.3-Inch ACFoam 111 or min. 1.0-inch
CR-20
insulation and/or min. 0.25-inch
CR-20
SBS-SA
(Optional) One or more
SBS-SA, APP-SA,
-240.0
R-11
asphaltic roof
ISO 95+GL, H-Shield, H-Shield CG or ENRGY
SECUROCK Gypsum -Fiber Roof Board
SBS-SA or APP-TA
SBS-TA or APP-TA
3
Existing
(Optional) additional layers(s) of base
(Optional) One or more
neonP-TA
SBS-SA, APP-SA,
R-12
asphaltic roof
Min.2-Inch ACFoam II, ENRGY-3 or H-Shield
CR-20
insulation and/or min. 0.25-inch
CR-20
SBS-SA
SBS-SA
SBS-TA or APP-TA
247.5
SECUROCK Gypsum -Fiber Roof Board
Existine
Min. 0.25-inch Dens Deck, Dens Deck
BP- AASBS-
(Optional) One or more
SBS-AA, SBS-TA or
R-13
asphaltic roof
Min. 1.5-inch Muiti-Max FA3
D-IS
Prime or SECUROCK Gypsum -Fiber Roof
D-IS
SA, APP-TA
BP -AA of APP-TA
APP-TA
-6r.5
Board
Existing
Min. 35-inch ACFoam II or ENRGY 3 or min.
Min. 0.25-Inch Dens Deck, Dens Deck
BP -AA SBS-
(Optional) One or more
SBS-AA, 585-TA or
R-14
asphaltic roof
2.0 pcf Insulfoam
D-IS
Prime or SECUROCKGypsum-Fiber Roof
D-IS
SA, APP-TA
BP -AA or APP-TA
APP-TA
-90.0
Board
Exterior Research and Design, U.C. d/b/a Trinity HERD Evaluation Report A42970.10.12-R2 for FL16027-R2
Certificate of Authorization 49503 EPEDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017
Prepared by: Robert Merriman, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 25 of 26
\JTRINIlY j ERD
u =`� ;TABLE 7A•:RECOVER�IPPLICATIONS c , ' ,5
r_ j z ,` r
TYPEA L,BONDEDINSULATIONr B4OJJDED�R00FCOwit.
.. -, -, -, , .-,SYSTEM
System
Base Insulation Layer
Top Insulation Layer
Roof Cover (Note 15)
MDP
No.
Substrate
I
Type
Attach
Type
Attach
Base Ply
Ply
Cap Ply
IPsQ
Existing
Min. 1.5-inch ACFoam II, ENRGY 3, H-Shield
Min. 0.25-inch Dens Deck, Dens Deck
BP -AA SBS-
(Optional) One or more
SBS-AA, SBS-TA or
R-15
OB500
Prime or SECU ROCK Gypsum -Fiber Roof
OB500
-127.5
asphaltic roof
or ISO 95+GL
Board
SA, APP-TA
BP -AA or APP-TA
APP-TA
Existing
Min.1.5-inch ACFoam II, ENRGY 3, H-Shield
M-
Min. 0.25-inch SECUROCK Gypsum -Fiber
M-
BP -AA SBS-
(Optional) One or more
5BS-AA, SBS-TA or
R-16
asphaltic roof
or Multi -Max FA3
OSFA
Roof Board
OSFA
SA, APP-TA
BP -AA or APP-TA
APP-TA
-157.5
Min. 1.5-inch Ultra -Max or Multi -Max FA-3,
Existing
min.1.3-Inch ACFoam III or min. 1.0-inch
CR-20
Min. 0.25-Inch SECUROCK Gypsum -Fiber
CR-20
BP -AA
(Optional) One or more
SBS-AA
-225.0
R-17
asphaltic roof
ISO 95+GL, H-Shield, H-Shield CG or ENRGY
Roof Board
BP -AA
3 or min. 2.0 pcf Insulfoam
Min. I.5-Inch Ultra -Max or Multi -Max FA-3,
Existing
min. 1.3-Inch ACFoam III or min. 1.0-Inch
CR-20
Min. 0.25-Inch SECUROCK Gypsum -Fiber
CR-20
APP-TA
(Optional) One or more
APP TA
-232.5
R-18
asphaltic roof
ISO 95+GL, H-Shield, H-Shield CG or ENRGY
Roof Board
APP-TA
3 or min. 2.0 pcf Insulfoam
r :TABLE 76RECOVER APPLICATIONS
SYSTEM TYPEF NON-INSULATEDj�BONDED BASESHEET, BONDED ROOF COVER
System Roof Cover (Note 25) MDP
Deck Primer
No. � Base Ply Ply I Cap Ply (Psf)
R-19 Existing ASTM D41 BP -AA (Optional if using asphalt applied Ply) (Optional if using asphalt applied Base)BP-AA or APP-TA SBS-AA, SBS-TA,.APP-TA -45.0
asphaltic roof
I
Exterior Research and Design, I.I.C. d/b/a Trinity HERO Evaluation Report A42970.10.12-R2 for FL16027-RZ
Certificate of Authorization #9503 6r" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017
Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (600) 516-1485 Appendix 1, Page 26 of 26